Erection Instructions for the US Navy Steel Arch Rib ... R… · Place the 6" channel plates over the anchor bolts set in the concrete, square and level the plates and bolt them down

FRAME

REFER TO

SUGGESTIONS TO ERECTOR

PAGE 13

BEFORE STARTING

ERECTION

BULKHEAD

1 Foundation Set anchor bel

crete Lay channel plate ( See pag

2 Frame Assemble and raise ribs -

COMPLETE BULKHEAD

SIDE COVERING

(See pages 4 and 5)

3 Bukhead Assemble bulkh~_

studs Hang doors install wi1ltW

gated iron sheets louvre and ~=-

and 7 8 and 9)

4 Covering Nail cc pound

the building to the p ~

5 Clean Up ~

for future us-=

BASIC UNIT

FOUNDATION

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CONCRETE FLOOR SLAB

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30 3 0 3 0 1210 3 0 3 0 30 11 4 0

414

OUT TO OUT OF FOUNDA nON

PLAN OF ANCHOR BOLTS AND CHANNEL PLATES

2

FOUNDATIONS IN PLACE

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3 middot

CORNER DElAIL

CHANNEL PLATE

WASHEII ----~

CHAHNfl PlJIn

PLATE AND ANCHOR BOLT

__~

-

bull

bull

ASSEMBLE RIBS

Place the 6 channel plates over the anchor

bolts set in the concrete square and level the

plates and bolt them down The 3 channel

plates at the ends of the building will be placed when

the bulkhead framing is erected

1 Place concrete forms pour the concrete Place the

V2 round by 8 long anchor bolts accurately (see

foundation plan) using the 6 channel plates as temshy

plates or measuring along forms and using points onbull the forms as off-sets to position off center lines of

anchor bolts

2 After the concrete has hardened remove the woodshy

en form work

3 Lay the 6 channel plates which are punched to fit

over the bolts in position down the sides of the build-

ON GROUND

ing starting with the end channels a

are marked P-1 (4 2 long) a nc

3 10 apart

--

4 Square the plate layout and 1 --=

that the 40 6 dimension across -~

line to centerline of plates is m

chor bolts have been improper

not be laid square cut new ho5

cold chisel or a torch Plates shy

work will fit

middot =

5 Carefully level the pla~

bolts When plates are ~

with cement mortar s lp

bolts and draw nuts do

can be poured conmiddote~_

about ten feet wide to shy

BASIC UNIT FRAME

TYPICAL RIB AND PURLIN FRAMING DIAGRAM

RIa SPLICE PLATE

ALL RIB SECnON5 MK RI

END RIB

SPLICING RIB

COMPLETED SPLICECORNER DEYAIL 4

IT E

ERECT FIRST RIB

2 HOLTITE SCREWS

RIB AND PURLIN

The frame consists of a series of semi-circular

II ribs assembled from three sections and spaced

at 4 0 on center The ribs are secured to the

channel plate at the bottom At the top of the building

there are twelve rows of steel purlins which run lengthshy

wise of the building and are screwed to the ribs

1 Assemble all the ribs on the ground Each rib conshy

sists of three sections each marked R I Assemble the

ribs near their location in the building To do this

place the sections on the ground near their location in

the plates and join the three sections with two splice

plates at each joint one on each side of the rib and 314 x 11f2 bolts with washers (See photos)

2 To raise the ribs construct three light movable

platforms out of crating lumber two sections 13 0

high and one section 15 6 high will be satisfactory

The ribs can then be easily raised in the manner shown

in the accompanying photographs

Raise the ribs Raise an end rib first then follow with

the others in sequence securing each rib as it is raised

P6

ERECT lAS

to the channel plate with fO ll

detail )

3 As successive ribs are ra~_

= between them noting that the 1 -

of the building receives two

marked P6 punched for brace -i

ends of these pieces over the fle~s _

around rib flange and nail t o Il~ - ~

4 After the first four ribs ta 0

_SO=i

them and brace them with p - -

and nailed to the inside of t f

in place raise the remaining - _ f

the successive ribs are e rec+

5 Attach the purlins

two Holtite screws place

ma ~_ =

~~

~ bull

detail) but use four sc

purlins should be erec

the staging that is tte shy

operation

BASIC UNIT BULKHEAD FRAMING

BULKHEAD FRAMING

~

DETAIL OF RAFTER CLIP

W IND GIRT AT RIB

T48 CONNECTION TO STUD W IND GIRT SPLICE

bull

6

3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME

Note For details not shown hereon see pages 15 16 and 28

II Assemble the bulkhead frame on the ground Raise the complete frame utilizing the staging previously built for erecting the ribs

1 Lay the channel plates P-2 near their location at either side of the doorway Then lay the vertical studs with their lower ends at their positions in the channels and their upper ends resting on saw horses

2 Attach the channel jambs marked P-8 to the jamb studs marked S-4 then secure the channel header marked P-7 to the jambs and insert studs marked S-5 and fasten with Holtite screws

3 To the frame thus assembled add the vertical studs S-l S-2 S-3 and S-4 and the horizontal girts T-24 and T-48 using Holtite screws at each connecshytion ( See detail)

4 Connect the wind girts maked TIL and T1R with splice plates marked B-6 Secure to bulkhead frame with four Holtite screws at each stud

S Bolt the angle brackets marked L-2 and L-3 to wind girt through holes provided for this purpose Do not connect braces marked L-1 until bulkhead is raised

6 Attach the rafter clips marked RC 1 to the tops of the vertical studs marked S-l S-2 S-3 S-4 and S-5

3 0 STUDS

3 CHANNEL PLATE MK P2

ANCHOR BOLTS

MK C WITH WASHER AND SQUARE NUT

Slip these clips over the studs clips over the flanges of the st_cpound ing part of the clips to the ap assume when in place Do not =shyuntil later since they may ha c after the frame is raised ( See =7 Square the entire bulkheaing Hold it square by means _ ally and nailed directly to the door opening Leave ths ~ framing is raised and secure ~

8 Raise the frame even - position After the frame - fully Then level it with s grout under the channe =-= Bulkhead must be leve 5 _ - _

9 Bolt channels dow ~--

10 Adjust rafter cli i - -

clip is snug agains~ tr each clip to the st d - shy

11

~ _~---

shy _ -

61 channel markec p F ~ -~ that purpose am __ ~ _ section header ( See - -

___

DETAIL SHOWING BULKHEAD CORRUGATED SHEET LAP

~~~~~~~li~~~~~~~~f11~f~Tri 1-26(

2-26~ ( 52 CORR SHEETS

_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR

I1II I CORIi ASPHALT STRIP AT DOOR JAMB I

[ aUILDING

SYMMETRICALr FACE Of JAMB ABOUT

_____ __-sov_ ----Ii----------shy shy- -----shyIRIS

BASIC UNIT

BULKHEAD COVERING DOORS AND WINDOWS

DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~

2 0 - 6 jDOOR STAY ROLLER

ONE HALF BULKHEAD ELEVATION SHOWING CORRUGATED SHEnS (OTHER HALF SIMILAR BUT OPPOSITE HAND)

8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS

gtP~H-----shy SASH AND FRAME HANGER BRACKET FOR DOOR TRACK

DETAIL AT WINDOW HEAD

~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS

BOTTOM CORNER OF WINDOW

Install the doors and windows before applying the bulkhead covering The bulkhead covering then must be applied before the sides of the building are covered

1 Doors Bolt the brackets that support the door track to the door header (see detail) Attach a tab marked W101 and a wedge marked W100R or W100L to the bottom of each door leaf These serve respecshytively to keep the door clear of the screw heads in the channel plate and to hold it tight against the jamb when closed Hang the doors then locate the center door stop and secure it to the concrete With the door in closed position locate the door stay rollers at each jamb so the doors are held firmly against the jambs (See detail)

2 Windows Assemble the window frames from the knocked-down parts Fasten these members together with clip angles and metal screws provided Attach stay bars to the muntins and hinge sash at top of frame so it will swing to outside of building After the frames have been assembled slide them into place between the studs with bottom of sills 6 0 121 above floor and nail to studs through holes provided in frames Caulk mullion joint and install sill flashing F2

3 Covering The following description applies to the half of the bulkhead shown in drawing the corrugated sheets of which are marked with a number and the suffix L The corrugated sheets on the other half are applied in the same manner and order as on this half

DOOR TRACK AND

CENTER DOOR STOP

the numbers of these sheets however c R Start with the 261 x 561 sheet at shyedge of bulkhead Turn this sheet so t hEmiddot ~shy

rugation appears convex from outside of _ allow it to project 31 below bottom of c ~ P-2 Fasten to rib with filshie nail and nAU shy

marked S-l with edge projecting 31 beyc r ~shyof stud S- l

Next apply 261 x 1241 sheet keeping - - - _ back from face of jamb channel Now irs= and 261 x 1241 sheet lapping them tr ~

over sheets below and 61 at vertical _ shyin this manner placing the sheets as sl

Apply the 261 x 541 sheet under the 1 _ it to vertical studs S-5 Fasten the s ~_

tom of louvre frame with Holtite SC _

operating lever bracket (See de a louvre in place between the studs - - shythe sill flashing laps over the co- _~ and bolt it to the studs with s - ~ _shy __= t he louvre is secured apply sheets -a iling them to studs and ribs

Complete the bulkhead by app - s ttaching to rib with filshie nails

4 Curved Flashing Nail t ~ -ll1g F-3 to purlins and fasten to corruga- th Holtite screws Start with the lowest middot - - ~- ~ F-3) lining it with the bottom of the c-- _ =_ ~ets then lap each succeeding piece ove - shy

BASIC UNIT

SIDE AND ROOF COVERING

LAYOUT OF CORRUGATED ROOFING SHEETS

END OF BOTTOM ROW

START OF BOTTOM ROW SHEETS IN PLACE

10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS

4_314 Jlt IY-z SOLTS NUTS AND WASHERS

DETAIL AT PURLINS

6 ~ CURVED RIB MK RI

6 CURVED RIB

~ OlA Ie 8 middot AHCHOIl BOH

MJT AND WASHfR STD bull MK C

JOfNJ

APPLY ROO~amp

APPLY SHEETS DETAIL AT FLOOR

The sides and roof of building are covered with sheets 3 below bottom of

459 corrugated metal sheets 2712 wide by 92 lap is 3 12 See details fo r s

long nailed to purlins with 8d double headed ends Install second third

nails and fibre and steel washers at 8 oc Start with then repeat this process on -

bottom row of sheets at side wall keeping bottom of applying top row

BASIC UNIT

SCAFFOLDING

SUGGESTED METHOD OF BUILDING ERECTION STAGING

12

Ie UNIT

ERECTOR

Organization The erection of the SSAR Utility Buildin~

ation follows another-if the operations are done in sequence ~

to get off to the right start by being careful to get the channe ~

the starting ribs plumb Likewise the bulkhead framing must be sq

and corrugated iron will fit and so the doors will operate

A logical division of personnel is into crews for (1) setting the char

(3) framing the bulkhead and (4) applying the covering

The instructions give each operation complete in its proper order it

however to finish an operation throughout the entire building before the ~

time can be saved by having the crews working on their respective port

taneously for example the rib crew can be assembling ribs and the

assembling the bulkhead framing while the channels are being laid Th

ribs from the end have been raised plumbed and braced the bulkhead c shy

position while the erection staging is still near the end of the building T

corrugated iron covering can begin their work after the first bulkhead is ra

should follow closely behind that of the crew raising the remainder of the ~

bulkhead crew should assemble the other bulkhead framing and have it read

the last rib is in position

Hints If any of the steel members have become damaged in shipment

straighten them is by placing the bent part over a crate or sawhorse and h

down on each end The hardest way to straighten is by using a hammer

There is a trick to opening the banded crates When this is known and used re t

can be saved Take one of the screwdrivers furnished for assembling the fra rrlt=

under steel band about an inch or inch-and-half Turn the screwdriver about e

an eighth turn This brings the sharp edge of the screwdriver in contact with c

quickly This motion cuts the band rather than breaking it W hen the knack _

driver is lea rned opening the crates is an easy job Open crates carefully so lum ~ shy

in building erection staging

)

T he importance of using the right nails screws and attachments cannot be too __

Follow the instructions closely in this regard

Tools A complete set of necessary tools is furnished for erecting the complet e -~~-4=shy

should be supplied to the men who will use them If there are many buildings te bull _ ---shy

location the best scheme is to open all the boxes containing tools and pool the~

tool check

T ake good care of t he tools

BASIC UNIT

WORKING D RA WI NGS

The drawings reproduced on the following pages

are the working drawings from which the basic

building was manufactured On these drawings

all the parts necessary to assemble the building appear

along with their piece markings These drawings should

be studied in conjunction with the erection instructions

and illustrations appearing in other parts of the book

When so used they will help the erector understand

the entire building and see the reason for each sucshy

cessive operation We caution the erector not to cut

or repunch any part without first making sure that

cutting or punching is necessary as each member was

fabricated to fit into its respective position in the buildshy

ing without additional cutting etc

14

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tS Rlf SPACE S 4O~_ 1000 T 100-Z OUT TO OUT of FOUN OAT I O N -

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PLANKOOF

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~________ _______~OO~C~Z~~O~U~~T~O~O~U~T ~Q~~~F~O~U~~~D~AT~I~O~NL__ _______________

F OUN DATION amp ANCHOR OOLT PLAN

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PLAN OF TRAC~ EJRACK ET5

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ELEVATION OF bULKHEAD FRAMI NG

fiSECTION ~

G CURvED RIIgt

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scAl-E 4 oa lO

bEN 0 FLANGE~ o f PG

~ ( AROUND FLANCe OF RIamp I ~ R I NAIL TO NAILING

coamiddot 13GACHAHL FG 2= GROOVE

O r CHAtiL 1M A- I~- ta- ~~L RmiddotI HAI- It

I~- = __~___ _

DEVELOPED

middot80 DOUBiIi KEAOEP - --_H HAILS 4 STEaL 4 feRE WAS~ERS -ao c

DETAI b

CORR 51-1e-rs 3J(Hmiddotl PL

FINbull FL~P -

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VAR amp S TO SUIT SOIL CONDITION 6

toT LESS TH AN 3 FINGPADE

REVISIONS

SECTION-pound J~d~CTIONreg cn 10middot 104 middot (4

ALL eoLT5 ep UtilES O THERWISE

ELEVATION

STRAN STEEL DIVISION GREAT LAKES STEEl CORPORATION

DETROIT MICHGAN

SCAlf HOTGO CuSIOlft $ Ol)[11

I-Cmiddot7112

NOTED

1

Roar PLRN SCALE a-=L-O

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SECTION () gtCRLE ( 1-0

SECTION SCI=lLE SCRLE ~ 1-0

SECTION reg SCl=IlE 310

16

dolMshy OUT TO OJT FGJHClFnION ____ _

or 3ULKHEAD

L

RW-~I T~~ ~W Z()2 ~OClS ~Wle 1 ~RKTS

C

-trCORA SHST 5 CIJ~YEC 10 2O ~R AAOIIJS

~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

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~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS

4a~ ) BX 146F1~C COtmt4ollOOS GJAT

pHD Wlltgtlt BOCT C~Rmiddot ~ET

F t- ytOOD SG12e-N amp WITH ampXP 5ol11ElDS

SECTION 12-0

TION ~ ~ middotmiddot O

REVISIONS STRAN STEEl DIVISION

GREAT LAKES STEfl CORPORATiON DETROIT MICHIGAN

SSRR 40xiOO CONVE ION TYPE UTI Ll -L Gmiddot

E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS

ACTUAL BETWEEN HEAD TOP CHANNEL OF DOOR

t ~J

HEAD

0 o o C 0

2 lt)

z ~ o

3Ji( ~ RH STOVE BOLT

WEDGE MK Wl0QL OR R

TAB MK Wl0l FINISHED FLOOR

SILL BEYOND OPENING SCALE V FULL SIZE

7------ 4 HO LTTfE se RE S AT Ll

CLEARANCE CHANNEL amp L

4V4 ~ X 3l- x U GA

R W ~20-2 TRUCKS R W 18-31 amp 19-31 BRAC-ltE middot R W 11-31 CENTER BRAC l(fl

1 1

SCALE Y2 FULL SIZE

4 HOLTlTE SCREWS AT EACH STUD -shy-IoIIh---------

FINISHED FLOOR

3-16 GA CHANNEL PLATE

GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31

-]1 rr-- flUSH puL I _lt l Rt 1ro-l

- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31

_ ~ r-~ WEDGE MK HIOOl

-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-

L- fOOR CENTER STOP -- R W 55 GUIDE ROLLER amp

K ~ R W 171 -2 DIAMOND EXPANSION SHIELDDETAIL OR EQUAL FOR Y2 LAG

SC REW OTHER SIDE SAME

INTERIOR ELEVATION SCALE Yz - l middotO I

tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_

flOOR CENTER STOP RW - 171-2 ~--f =b -~~ Iftlrr--- 2V X 16 F H WOOD SCREWiH~ ilil IUt+--- 122 u S E SCREW ANCHOR 2 L-lLYJ

3E MI( WlOOL amp R DETAIL K EN TO BOTTOM NL WITH 2li SCALE FULL SIZE

UUI CONTRACT ~ = middot 0

STOVE BOLTS

PAINT NOTE PAINT All SURFACES OF DOOR lEAVES 1 (ONE) STANDARD SHOP COAT OF METALLIC PRIMING PAINT BEfORE SHIPMENT SEE BIM FOR SPECIFICATION OF FINISH COAT OF PAINT

NOTE HARDWARE TO BE RICHARD-WILCOX OR EQUAL PADLOCKS ARE NOT FURNISHED UNDER THIS

0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00

-BILL OF MATERIAL FOR 1 BUILDI NG Item N o o f Mark Pieces

6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents

HD816 American Fork amp Hoe Claw Hammer 1510 Mayhew Steel 101 Screw Drivers 1 x 8 11 Endres Center Punches

I 175 Warren Drift Pins AC1l2 Crescent 12 1 Adjustable Wrenches 21 Sargent 16 oz Plumb Bob 14 Danielson 10 1 Combination Pliers A9 Endres 11 Cold Chisels 236 Stanley 60 1 ZZ Rule ISO Coil 16 Ga Annealed Wire 250 Coil 9 Ga Annealed Wire 24 Warren Wrecking Bar 809 Atkins 26 Hand Saw 274 F E Hand Axe (American Fork amp Hoe) 347N 24 Wood Level Stanley Balls 100 Masons Line Pcs Blue Chalk 2165 Union Hack Saw Frame and 6 Blades 60 Coil Sisal Rope (Bowan amp Allison) B1 Crescent Mastic Guns A110 Crescent 10 Adjustable Wrench

NOTE Tool Kits-5 Tool Kits Required for 8 Buildings

I

Set Erection Instructions Yz l Dia x 8 Anchor Bolts with Nuts and Washes 31 x U61 Splice Plates 08Yzl 6 1 x 13 Ga Channel 0 2 Yzl Angles 2 x 2I x 8 Ga O 10 11 Angles 3 1 x 2 1 X 8 Ga O2 Yzl 3 1 Raft er Clips 1 x 1 Y M ach Bolts with Sq Nuts 1 Cut Steel Washers Yzl x 11 Machine Bolts with Sq Nuts Yzl Cut Steel Washers 14 x 1 Cadmium Plated Sheet Metal Screws P K

Style A 8d Common Nails 8d Double Head Galv Nails Comb Steel and Fibre Washers with 140 Dia Hole

in Center Comb Steel and Fibre Washers with 250 1 Dia Hole

in Center Filshie Nails 6 x 1 x 16 Ga Channel PI 4 2 Lg

-

Item Mark

lOR 10L 11

W100R W100L WI01

L1 T1R TIL Sl S2 S3 S4 S5

T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents

BULKHEAD SHEETS (Continued)

26 1 x 102 1 x 26 Ga Galv Corr Sheet 26 1 x 102 1 x 26 Ga Galv Corr Sheet 261 X 136 11 x 26 Ga Galv Corr Sheet 261 x 1261 x 26 Ga Galv Corr Sheet 26 1 x 1241 x 26 Ga Galv Corr Sheet 26 x 56 1 x 26 Ga Galv Corr Sheet 261 x 521 x 26 Ga Galv Corr Sheet 261 x 26 x 26 Ga Galv Corr Sheet

Pro 601 x 12 0 1 Steel Sliding Doors 19 x 31 End Track Brackets 18 x 31 Track Brackets 11 x 31 Center Brackets Pcs 31 Door Track 8 0 1 Long Pro 55 Door Guide Rollers with Lag Screws 171-2 Door Center Floor Stops Pro 20 -2 Door Trucks 16 x 2 Yzl Lg F H Wood Screws 122 USE Screw Anchors 1 ID x 21 Lg for 16 Wood

Screws Diamond Expansion Shields for 11 Lag Screws L 1Ys X 1 x 12 Ga x 0 6 (Door Wedge) L 1Ysl X x 12 Ga x 06 1 (Door Wedge) 2 x 12 Ga Door Tab 3 1 Long U61 x 11 R Hd Stove Bolts with Sq Nuts 1 Cut Steel Washers

BULKHEAD FRAMING

Angles 3 1 x 3 1 x 14 Ga Brace 8 3 74 Channels 4 741 x 3 1 X 11 14 Ga Girt 15 10 Channels 4 741 x 3 1 X 11 14 Ga Girt 15101 3 1 x 16 Ga SS Studs 1110 1 3 x 16 Ga SS Studs 15 10 3 x 16 Ga SS Studs 183 1 3 x 16 Ga SS Studs 19O Ys 3 1 x 16 Ga SS Studs 7 10 741 Half Stud Trimmers l11 Yz Half Stud Trimmers 3 11 Yz 3 x 1 x 16 Ga Channel PI 140 Long 6 1 x 1 x 13 Ga Channel 4 5 3 x 16 Ga Channel PI 11 11 1 3 x 16 Ga Channel PI 11 11

PR1

R1

R1

2R 2L 3R 3L 4R 4L 5R 5L 6R 6L 7R 7L 8R 8L 9R 9L

60 2~1f x 18 Ga Purlins 191l Ys

20 6 x 16 Ga 21 571 Ribs 2 Crates Reqd

19 I 6 x 16 Ga 21 571 Ribs 2 Crates Reqd

92 II 2771 x 92 x 24 Ga Corr Galv Sheets (Curved) Curved to 20 6 Rad Inside

5 Crates Reqd

BULKHEAD SHEETS

2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 57 x 26 Ga Galv Corr Sheet 2 26 x 54Yz x 26 Ga Galv Corr Sheet 2 26 x 54 Yz x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 48 x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 39Yz x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 Ga Galv Corr Sheet 2 26 x 29 x 26 G a Galv Corr Sheet 2 26 x 132 x 26 Ga Galv Corr Sheet 2 26 x 132 x 26 G a Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 43 x 26 Ga Galv Corr Sheet 2 26 x 89 y~ x 26 Ga Galv Corr Sheet 2 26 x 8971 x 26 Ga Galv Corr Sheet

II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II

8 Window Sash 8 Window Heads 8 Window Sills 8 Window Jambs 8 Window Jambs

32 Splice Plates 8

160 Stay Bars 10 x 3i R H Type Z Parker Kalon Sht

Screws 8 8shy 32 x Ys RHMS

10 671 x 28 Ga Galv Flashing 54 28 3 71 x 5Ys x 28 Ga Galv Flashing (Curved) 64

1 5 Gal Can Mastic 1 5 Gal Can Paint 1 4 Wide Paint Brush

44 271 Corr Asphalt Strip 2 Wide 24 Lg

2 Metal Louvres Complete with Frame 2

28 24 Ga Sill FlashingY6 x 1 Stove Bolts with Nut amp Washer

10 x 71 Stove Bolts with Nut amp Washer 8 14 x Sheet Metal Screws Type A

104 I Splice Plates 5 x x 12 Ga x 21

Metal

DAPTATION E 0 SE UENCE

BULKHEAD FRAMING

ASSEMBLE FRAME U lATIONS

BULKHEAD SHEETS

1 Foundations Layout building SE~ E_ _

pour concrete Place channel plates

ROOFING SHEETS

COMPLETED BUILDING

2 Columns Girders and Struts

terior columns and beams bulkhead studs S4 =~ - - -- r

and T48 install rod and knee bracing P lu- b - ~-

standing columns (See pages 222324 an shy

3 Ribs and Purlins Assemble and raisE -shy

pages 26 and 27)

- _- 4 Bulkheads Assemble remainder - - shy

steel studs and girts hang doors imta

gated metal sheets louvres and fias h ~

5 Exterior Covering Insta ll g bull bull -- gt

sheets to purlins (See pages 30 a ~

ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt

middot gt ~ middot ~ gt ~ 0shy

~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy

PLAN IS N SYMMETRICAL shy ABOUT ~

I -oT ~ 0

O-l--shy1

l shy r~- _ shy - shy - --shy -- shy1-

~

1 0 0

1 0

r~ rE---shy -shy _ bullbull _ -

Irl L - shy

~ CONCRETE FLOOR SLAB

0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I

~ PLAN IS SYMMETRICAL

ABOUT tf

~i~6 PI PI PI PI PI PI shy

4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6

ONE HALF FOUNDATION AND ANCHOR BOLT

OUT OF FOUNDATION

PLAN OTHER HALF SIMILAR EXCEPT OPPOSITE HAND

COL 14K C-I _____ _ 8~

h DIA x 8 ANCHOR gt-__ BOUS srI) MKG ~___ - ~

_~--~-~ -[-f---shy

---t-- ~ rth_~-COLUMN BASE - I~ AI( P4

DETAIL AT COLUMN BASE

DETAIL AT CORNER SHOWING PL ATES AND FIRST RIB

CHANNEL PLATE


20

TION

ATION

CORNER DETAIL


a A Level the site =

rately to dimensior s 5-~

Excavate for wa S-

anchor bolts noting tha c ~- _

above finished floor line 2 - - - -- --

gineer in charge of erect -shy

suit local soil conditio-5

improperly set cut ne

torch or cold chisel

B Level the plates s-

When plates are true ~ _ -= =

with lean cement lO -~- ~-=- unit for details not sf - -- - shy

--

ADAPTATION COLUMNS GIRDERS AND STRUTS

COLUMNS AND GIRDERS SHOWING ORDER OF ERECTION bull

3 middot DIA STITCH BC middotS

STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION

COLUMNS GIoJLOIImiddot

C Next assemble the be - - DETAIL 2

erect in the same way ins~

ing N 1 This frame wi -

bull installing the four rib Seuro bullbull shy

wood staging can be no ~

in the manner just ot ~-= -

DETAIL 1

n A Assemble columns gin-=_

y e sections) on the grour

-

shy

tion in the building Boi

gether with 314 x I1jz stitch bo

one open hole opposite each bo

B Build wooden staging simi ashy

drawings Then assemble on - - r

~

-~___=O

_ _

marked A on drawing comple euro

column caps and bases knee b r aeshy

angles and bent plates for rib

bent into position brace and

bolts

RIBS AND GIRDERS

ADAPTATION

COLUMNS GIRDERS AND STRUTS

DETAIL 4 DETAIL 3

Ys SQ NUTS

W ASHERS FOR TIE RODSDETAIL OF TIE RODS

24 DETAIL SHOWING ANGLE CONNECTION

ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME

(Continued) D Now assemble bulkhead

frames each consisting of two studs S6 two S4

(connected with batten p lates B I) with rafter

dips RCI channel girt PS and half stud girts T48

Erect these frames complete fasten to channel plate

with Holtite screws brace and guy

E Erect the remainder of the girders in the braced

bay and install balance of rod sway bracing N 1 Check

for plumb and true up entire braced bay before proshy

ceeding

FRAME IN PLACE

F Assemble the free-standing columns in pairs and

erect by bents complete with girder and knee bracing

in the order used at braced bay Make sure that bent

plates B3 B4 and BS are attached to girder before

bents are raised

G As each bent is erected install rib sections R I and

purlins PR 1 between br aced bay and free-standing

column row This will brace column row until outer

row of ribs is in place

ADAPTATION

RIBS AND PURLINS

ONE HAlf

SPLICING RIBS KNEE BRAC ES 26

ION INS

END RIB

ERECT RIBS

A Working on the ground assemble all the

ribs that span between braced bay and channel

Holu -o

plates PI Using wood staging erect these ribs in ~e-

Raise an end rib first then follow with the others in

sequence securing each rib as it is raised to channel hl ~lC=e

plate Plat bottom and bent plate B3 B4 or BS as the

case may be at the girder As successive groups of ribs

are raised install the purlins between them using two

RIB SPLICE PLATE

IT~

ADAPTATION BULKHEADS

RI RI

RCI RC Rei Rei

u I T3

==i~~====- - - - - ---- -====l1 t======1I~===1I=====1l====lTTt=== OOO -TRAcK

~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2

WIND GIRTS AND BATTEN PLATES AT STU DS S6

WIND GIRT SPLICE

BULKHEAD FRAMING STUD AND GlRl

28

-

-

F

~

Nail the curvrc -=~--shy

-

_

CUT flASHING F3 IN P E

f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR

ONE HALF ELEVATION OF BULKHEAD SHOWING CORRUGAT (OTHER HALF SIMILAR BUT O PPOSITE HAND)

DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt

convex from outside of _

3 below bottom of c _shy

with filshie nail and -

DOOR JAMB AND STAY ROLLER

a A To the bulkhead frame already erected add

bull the studs 81 82 83 84 85 and 87 complete

with rafter clips RCI Add girts T24 remainder

of girts T48 and wind girt Note details of wind girt

splice and connection to end rib Connect wind brace C Next apply 26 x Ll to girt and channel section P6 Install channel door 314 back from face o f frames P7 and P8 hang doors and install windows For 2-L and 26 x 124 s door and window details not shown on these sheets see over sheets below Basic Unit in this manner p Ia

sheets are in placeB The following description applies to the half of the details not shown -shybulkhead shown in drawing the corrugated sheets of

which are marked with a number and the suffix L The D

corrugated sheets on the other half are applied in the to corrugated she--

same manner and order as on this half the numbers of the lowest piece

these sheets however carry the suffix R 8tart with tom of the corrs the 261 x 56 sheet at lower outside edge of bulkhead piece over the -~

Turn this sheet so that bottom corrugation appears sary field cuttiq

ADAPTATION

EXTERIOR COVERING

MK-FIO

ONE HALF LAYOUT OF CORRUGATED ROOFING SHEETS _ (OTHER HALF SIMILAR)

9 OVERHANG OF GUTTER MKshy F6

BOTTOM VIEW OF GUTTER AT BULKHEAD

20 GA GUTTER

MK-F6

MK-i6

TOP VIEW OF GUTTER AT BULKHEAD INSTALLING GUTTER PLAN OF GUTTpoundR

30

INSTALL TOP SHEETS LAST

E

BULKHEAD FLASHING F-3

A The roof area is drained by means of sheet

metal gutters at each row of columns These

gutters must be installed before roofing sheets

are applied Place gutter sections (F6 to F12 inclushy

sive) according to plan starting at outside walls and

working toward center of building Nail gutters to purshy

ins at either side of girders See detail of gutter overshy

hang at end walls

B The sides and roof of building are covered with 9 18

corrugated metal sheets 27 V2 wide by 92 long nailee

START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION

ADDJTIONAL MATERIAL FOR CONVERSI

ONE HALf ELEVATION SHOWING ADDITIO NAL fRAMING (OTHER HALf SIMILAR lXCEPT OPPOSITE HAND)

ONE HALf ELEVATION SHOWING ADDITIONAL CORRUGATED SHEETS (OTHER HALf SIMILAR EXCEPT OPPOSITE HAND)

32

ADAPTATION ADDITIONAL M ATERIAL FOR CONVERSION

To convert 3 - 40 x 100 utility buildings into one 100 x 102 utility building adaptation as indicated on diagrammatical section there are certain framshy

n_ m embers and corrugated sheets to be added and disshycarded

(A ) T he a dditional framing members required are shown e ngs hatched and marked on the framing elevation

T he following members are to be discarded for each two 4) x 100 bulkheads 2-studs MKSl 2-studs MKS2 2-studs M KS3 2-ha lf studs MKT24 I- wind girt M KTlR and I-wind girt MKTlL

(8 ) The additiona l corrugated sheets required are shown e oss hatched and sizes given on the bulkhead elevation

T he fol owing corrugated sheets are to be discarded for each two 40 x 100 bulkheads-one each of the following sheets M K2R 2L 3R 3L 4R 4L SR SL 6R 6L 8R 8L 9R 9L and four sheets 26 x 26

N ote that all flashings and windows are used in this adaptashytion also some of the sheets will have considerable lap

(e ) For the main framing all members will be used exshycept one row of rib spice plates for each 40 x 100 building which will be discarded The additional framing members required are shown on other drawings

(D) For the main shell all the corrugated sheets will be used The only new material required will be three rows of gutters for each 100 x 102 building

ADAPTATION

WORKI G DRAW G

The drawings reproduced on the following

pages are the working drawings from which the

adaptation was manufactured On these drawshy

ings all the parts necessary to assemble the building

appear a long with their piece markings These drawshy

ings should be studied in conjunction with the erection

instructions and illustrations appearing in other parts

of the book When so used they will help the erector

understand the entire building and see the reason for

each successive operation We caution the erector not

to cut or repunch any part without first making sure

that cutting or punching is necessary as each member

was fabricated to fit into its respective position in the

building without additional cutting etc

34

r I

UNITA 51~l I UNITA 51h I=~~-~H~CZ~=F~NC=--j-a i1l~liT CZ FOP FMMJItG-

r OUT TO OUiO~~L~O~-o~7DATIO------

FLOOR PLAN 5GALI kic 0

bull bullbullbull shy __--oJ

-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f

G I (eR WlblOT Jo t( la ~~

f

STI C ec TS

STACCEID

D IAO-lAM SHOWI NG EOLTJ FOB TYPICAL COUtGJBDEB

bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot

5HEI1TS 24CA SEI D AIL ntecca J J

1__ _ __

S bull -~

1---~~~-- middot-----j--s --5co--bullfJ ~----ltJ

~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----

ROQF PLAN ScALt I~ ro

00 TO ovT OF FOUNDATIOH

E~QNT ELEVATION CALE E -10

~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _

---~OV = of~~4OU=7T Oshy~To-~[ = DA N-shy

FOUND A TION amp ANCHO~ DOLT

B EF eR To SHEET5 c Z OJ c ~ f OP FRAMING ~~I

CONVEF(SIQN TYPE UTILITY BLpINTO ONE 102101 IOO~2middot gtUILDI NG

NO S CALE

~ IL PLAN OF TYPICAL CORNEIlt

I TorN

-ltamp - -0 ou~ of fOUNDATIONIQZ~1911~

OI1T 4- SIZ O F FOOTUiC 3 VAP Iamp5gt TO

oUI f SOl COHOITICHS

L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy

~lmiddot CH A L PUTL

pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10

FiEgtff WASHES- emiddot CI~middot

amp

D ePTH 4 Sue Q FOCTINCj VA~IIlt iC ltUIT SCl IL COHCloITlO

- T

z~ S) PURL-IN

- ad ooueceH~OampD NAtou 5 4-5tEi~L lt$

fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN

T LE 2tC S-A-ND---- V~A]T[J0 NlE5

COLUMN IK e I

SIZE O F FOOTI He VARIES 10 gtUIT

SOIL C()NDtTIONS

GS

SECT ION

DETAI L OF TYP ICAL COLUMtL 5ASE SCALamp 12 I~Cgt

STRAN STEEL DIVISION GREAT LAKES STEEL CORPORATION

SToc~ NO _ _ __ _ OITROIT MICHIGAN MAHRIAL FO~ f~ MING amp BULK HEAD ~DPTATION

PIAGF(AMMATICAL SECTION SHOWI NG CONVERTING TWO 40100 55AR

~

~ f lti

i

bull( Iiil bull3 0 ~

bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl

LI lmiddot lA] l-~ I

v ~ I

kpltv ~j J~ -

Illmiddot 2tj P1J~Li Mil PPI r-

- -1gtmiddot 2 gtuRt ~ PRt - - C- M

0

12middotzr PJQLIIo4S- 14 PI I

~ 3

~I bull

12 middot 2yen fCQut-jlt Mtfpp

1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa

----1 r~ -lmiddot t 1 t ~

0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING

coLLYlNmiddot2MI( Gmiddotl

-DETAIL - CoCAlIiilii~ I~d -

HALF SIksect

SECTlOt- =

36

~~~~~~~~ MATEBIAL~~1 5CARDED

51 5 2 53 rmiddot24

T- I L

~MATEBIAL ~ SoG 1ti 54

57 1- 3XmiddotCHANmiddotj PLATe IM P3

d o ~ P5 ~ T-21l M-I Tmiddot3 Iilt T-48

FJAFiEA CLIPtHmiddot Re- L

i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW

El l ~i oPeNNG ~ ~Hl1laquoio

~ ~___Dmiddoti--II---~-4T46 T-c6 Tmiddot48 41gt

~~Qllt FoO Igt)J

4-O~

PW ~i I f4 GI _ J =r~= 1 0 o= == =1= r6= -~== === r= I== 0 = 2- ==fi~ ~ LEUIH - imiddotOmiddotmiddot f===- 1 t f 1 i 1 [ I

lWmiddot BlltACKET -os 19~ 161 8 18x1 le ~ 1amp1 18le1l 3gtlt31 ~~

PlAN OF lRACilt BRACKETS

- o5e~ 5TUO Y I - J d Wo - J d WI 1middot- HALF ampTUD~

1- VlliD GIRT ~

3 - 3~- STUD S

Z- middotk d 2- lb Jo K

1 - do dc2I - WI NO CIFIT 1- d do 4 HALF STUD S 1shyz - CL ~RACES Wi z - 1 CLIPS

4L dbull 9 - BATTE7I

PLAN OF BULltHEAD I=~AMIN6 UNIT A

_I

~

i~r~

~fJQ tomiddot~ PAD ON 11

~KNbull kltbocT --- T- ~ r

AW- ~I~ t-

_ La

~

10Altgt0FyentD --shy

eGIgtLmiddotMIOL2 ----

ampGA Lmiddot IN- L~ 0---~ ~JB()tT -

Mspuc middot13lt0

DEligtt L -reg- ELEVAT1QN -reg lI~al BRCtCoo(T JT~

ALL eotTS- t~

DETAIL

~ 0 1

~------------~~------------~L-__ LOflGITUDtNAL SECTION

CAP

SECTION

middot P4

-~Ml4- ~~L~ E R STRAN STEEL DIVISION WoNt shyo GREAT LAKES STEEL CORPORA-noN

DEllOn MtOtlOAN

fRo lt SAJ2 ULITY I3UILDINCi DETAIL~37 ADAPAT I ON

F=~ING PLAN ~ OETALS ~ UNIT

gu esc CV1~ CKU cz -C-17112

I

91 0 8 ~

0 - 0

-w ~ GJ middot 0 I ~ 5 middot~

~

lt0 bullii

shy l

I

r

1

~ 0 ~ pound g 0middot gt

B ~ N II) middot 0bull~~ Ii

8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I

1H+--I--1gt--J-- _+--J-shyB ~~I f-~_8----i_ amp__middot -jshyg-ll

hl-rt-~----T~-~~~ i[IL--I~~ - I I r

~ropound DnA - reg ~EPC 3o~middot c~ZOG~ ---~

I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I

ROO F PLAt-L sc l-pound 18~~

SECTION shySCALE 3~ ~cgt

(0- CUJVfD R1lgt

CQRRSJteen

CIlRYlD TO 2O~rD - i---shy

r It FLOO~

h--JlI= ~7I_LqJL ~ j

SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION

Pow 31 TMCK py 2OZ TRUCKS ~IY 18lt31 5KT

-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG

COI4~ WASHER ad DoUBU IiMD

ItE E T Vmiddot- Z do j 3p 0 r- 4 d o M 0gt d o ltOR d

~ ALL CO s H EE T S (CURVED 4- FLAT) E L EVATIO N OF EbLLKHEAD ALL ~UI)oIH6AD_ coPp SHEampTS ELeVATION SHOWING TO ~liOF ~IZS SHOWN ZzCORR~L-E4 ~ o~HT~~~~~I~~~~d~~~~i~UDS KEYI NG CORB SHEETSZe GA

H ~ADED NAILS f COMe SH~ ~ NOTE CB231 UICHampD f IlfT IrOQICAlE 11110 COIIR ALL RCOPING SKEIiT ~ TO BE FlbPlE WAHE~S eoc SHET ReqUI~IiD fCgtP ~IS ADAPTATION ~ 22

OF TWO LIN ITOF rIZI SHOWN caRR

24 GA CURVED TO 70-lt AADILlS

( 5TEEL DECgtltING

-T4 bull 50 lt

- c =-- ~ I ~ -_~ middot LtO I n

Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I

STEEL SWDING DOOR SEf OET SHA 4 5

NOTED

STRAN STEE L DIVISION

cmoU om I-G- 1711 2

GREAT lA KES STEel CORQiiI AnOt~ OElIlOrr MICHIGAN

C3

edo tY 9R dG 2G~( za M

MATERIAL p ~HFET tyen II

d 1IOL do toj K)P d 2e 50~ do 2(0 52 do r 06 2r x IOO~ do 2Q 104 chmiddot 2~~ 10(0

LASHING F3 FOP EVfY HEADS)

-l FLOOR

~ETAL LorJVrmiddotf3

S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3

Bulkhead Framing 6 and 7

Bulkhead Covering Doors and Windows 8 and 9

Side and Roof Covering 10 and 11

Scaffolding 12

Suggestions to Erector 13

Working Drawings 14 15 16 17 and 18

ADAPTATION

Erection Sequence 19

Foundation 20 and 21

Columns Girders and Struts 22 2324 and 25

Ribs and Purlins 26 and 27

Bulkheads 28 and 29

Exterior Covering 30 and 31

Additional Material for Conversion 32 and 33

Working Drawings 343536 and 37

PHANTOM VIEW SHOWING NAIL IN NAILING GROOVE

TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j

together The sma l shy -

these pieces is just c ~ ~ ordinary nail Wrer -

groove it is defor~ middot _

of steel with a bo - ~ -

than that of wood 1- shy

materials are secured

with the ordinary h -c---==-shy

Construction in whic

used proceeds in the shy

framing

conform exactly to

collateral materials us

BASIC UNIT

FOUNDATION

o M

~ 0 0 qshy

~

0 o qshy

o M

0

0 0

o qshy

0

a

0 0 M 0 qshy

~

I I

T a

a

a

a

a

a

a

a

a

a

a

a

a

t f

13

-

-

jj

f We 1 4 0

P2 P2

CONCRETE FLOOR SLAB

I = d

~ ~ a

P2 -k 6i P2 15a ~ 7middot -

30 3 0 3 0 1210 3 0 3 0 30 11 4 0

414

OUT TO OUT OF FOUNDA nON

PLAN OF ANCHOR BOLTS AND CHANNEL PLATES

2


z

i o

o u u o l o o l o

3 middot

CORNER DElAIL

CHANNEL PLATE

WASHEII ----~

CHAHNfl PlJIn


__~

-

bull

bull

ASSEMBLE RIBS










anchor bolts


en form work



ON GROUND



3 10 apart

--







work will fit

middot =







BASIC UNIT FRAME


RIa SPLICE PLATE


END RIB

SPLICING RIB


IT E

ERECT FIRST RIB

2 HOLTITE SCREWS

RIB AND PURLIN




















P6

ERECT lAS


detail )








_SO=i







ma ~_ =

~~

~ bull




operation


BULKHEAD FRAMING

~


W IND GIRT AT RIB


bull

6

3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME









3 0 STUDS


ANCHOR BOLTS







11

~ _~---

shy _ -


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


__~

-

bull

bull

ASSEMBLE RIBS










anchor bolts


en form work



ON GROUND



3 10 apart

--







work will fit

middot =







BASIC UNIT FRAME


RIa SPLICE PLATE


END RIB

SPLICING RIB


IT E

ERECT FIRST RIB

2 HOLTITE SCREWS

RIB AND PURLIN




















P6

ERECT lAS


detail )








_SO=i







ma ~_ =

~~

~ bull




operation


BULKHEAD FRAMING

~


W IND GIRT AT RIB


bull

6

3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME









3 0 STUDS


ANCHOR BOLTS







11

~ _~---

shy _ -


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


BASIC UNIT FRAME


RIa SPLICE PLATE


END RIB

SPLICING RIB


IT E

ERECT FIRST RIB

2 HOLTITE SCREWS

RIB AND PURLIN




















P6

ERECT lAS


detail )








_SO=i







ma ~_ =

~~

~ bull




operation


BULKHEAD FRAMING

~


W IND GIRT AT RIB


bull

6

3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME









3 0 STUDS


ANCHOR BOLTS







11

~ _~---

shy _ -


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


IT E

ERECT FIRST RIB

2 HOLTITE SCREWS

RIB AND PURLIN




















P6

ERECT lAS


detail )








_SO=i







ma ~_ =

~~

~ bull




operation


BULKHEAD FRAMING

~


W IND GIRT AT RIB


bull

6

3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME









3 0 STUDS


ANCHOR BOLTS







11

~ _~---

shy _ -


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



BULKHEAD FRAMING

~


W IND GIRT AT RIB


bull

6

3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME









3 0 STUDS


ANCHOR BOLTS







11

~ _~---

shy _ -


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


3 CHANNEL DOOR

JAMB MK P8

- - ---J

Y2 DIA x 8 HOOK

- -

~~_ --~

= shy

BULKHEAD FRAME









3 0 STUDS


ANCHOR BOLTS







11

~ _~---

shy _ -


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


___


~~~~~~~li~~~~~~~~f11~f~Tri 1-26(


_ _2-26 - 2~ - -shy -shy - C~~ ~EETs --shy~

STEEl DECKiNG DOOR


[ aUILDING



BASIC UNIT


DETAILS OF LOUVRE

1+shy---shy 3 STUD

80 DOUBLE HEAD

NAILS WITH STEEl

6 VfRTCAL AP

CORR SHEETS

2 HORIZONTAL LAP

LOuVRE UNT

HOlmE SCREWS

J-20 CORR SHEET

CORR SHEET

~ 52 middot

52~



8

IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


IBULKHEAD COVERING

3 STUDS

REINFORCING ANGLE

11=~-- K SCREWS



~----3 STUD shy

SASH-FRAME

SASH

8D NAILS

- FLASHING

HOL TlTE SCREWS






DOOR TRACK AND

CENTER DOOR STOP











BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


BASIC UNIT



END OF BOTTOM ROW


10

~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

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I

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~ gt

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I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

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1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




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ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

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1 - ~ l

r 11

r

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r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


~ shy

-

shy

51

MK PRJ

6 -1 CURVED RIB

STEEl SPUCE PlATES

EACH SlDE OF fUSS


DETAIL AT PURLINS


6 CURVED RIB



JOfNJ

APPLY ROO~amp







BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

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gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


BASIC UNIT

SCAFFOLDING


12

Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


Ie UNIT

ERECTOR





























)






tool check


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


BASIC UNIT

WORKING D RA WI NGS















14


i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



i- shyI - shy

1

4

J 0ltgt

I cO ir 00

Il ~ 0 ~

III

a ~ ~I 00

0

~ ~

00 I

1

I I

0

-~

1-1

D D~ 00 - J I I

00 bull bullI

I

II ~-~ - ~00 -

I I I00 00 00 IIgt

n


I I middot~ I

Do Do 00

Do I 0 -- I 00


-

-I

PLANKOOF

____-00- lt_ ___ _ _____ __ __ _ _ _

~ ~I

A - fi~

I II ~ 0

~ p shy --

0 ~ CQ NiTR UCTIO N

0 I

0middot

N shy

~t----

~I--==II

Q -

9j

~ 0 - ~ 0 ~ ~ -shy~I

~ ~I PI

~ t-

P I p

I P

TI I

L I -

I II

i I

~




~

P I

---L




r i~ 5 - 1 - lt a iC _shy -~ - IC





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to





R

s

PlI

( I lt0 0

lt ii) J ~

I bull 1-1shy

gtshy ~z lt I h

H4 1 Tmiddot

I middot Pi~ J~

p


fiSECTION ~

G CURvED RIIgt

~

~

scAl-E 4 oa lO





I~- = __~___ _

DEVELOPED


DETAI b


FINbull FL~P -

T




REVISIONS



ELEVATION


DETROIT MICHGAN


I-Cmiddot7112

NOTED

1


=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



=shy




16


or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



or 3ULKHEAD

L


C


~ews ef ac

l~~~O~ILS $Ee

b ~1-------Ly--t~WN~ t-40 ltQ

~

~lASHI~G M~ ~2

r~~ SHEET

A HQLnTE SCREWS




SECTION 12-0





E 2 A5 NoreD

STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


STUD

28

1a X 31

1 _ - - jUO( __I

~-~ t DS


t ~J

HEAD

0 o o C 0

2 lt)

z ~ o


WEDGE MK Wl0QL OR R





4V4 ~ X 3l- x U GA


1 1

SCALE Y2 FULL SIZE


FINISHED FLOOR


GRADE

GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


GRAPHIC SCALE 2 3 4

I I I Size

2 3 4

I I I

OPENING

r 2 B 2 0 2 0 2 0 2 0 2 8

I IB X 31 18 X 31 18 X 31 11 X 31 18 X 31 18 X 31 18 X 31 18 X 31


- r- PADLOCK LA ES

I R W 139 I

I

J 1 -

19 X 31


-~~==~~~~~~~~~~~~~~~~==~~~=g~~~~==~~~~~T~A~B~MK~H~I~O~1___________________ ~-





tROLLER R W I SS

BE lI TACHING

rOM CHAN l

~ L L J L=~ ~

I I I I I I

I

OPENING

__Jil _ 1_




STOVE BOLTS



0 I

I I 17 FULL

0 6 I

lG

5 6

I II

S 6

I I

-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


-00


6 6 6 2 4 1 1 2 2 1 1 1 1 1 1 3 3 1 1 2 1

1 72

B6 4 Al 4

4L2 L3 8

RC1 20 240 240 100 100

3500

350 3500 3500

3500

100I

PI 26 -

Crate Contents




I





-

Item Mark

lOR 10L 11

W100R W100L WI01


T24 T48 P2 P6 P7 P8

N o of Pieces

2 2 2 4

16 4

12 8

2 4

16 2 6 2 2 4

I 8 8

4 2 2 4

20 20

4 2 2 4 4 4 4 4 4 8 4 4 4 8

Crate Contents





BULKHEAD FRAMING


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


PR1

R1

R1






5 Crates Reqd

BULKHEAD SHEETS


II T3 B3

JR3 JL3

II S3 SB2

F2 F3

II

II

II

II


32 Splice Plates 8










Metal


BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



BULKHEAD FRAMING


BULKHEAD SHEETS



ROOFING SHEETS

COMPLETED BUILDING






pages 26 and 27)






ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATION

FOUNDATION

1002

OUT TO

~ ~

b t

l 0 M 0 h b M

E ~

~ ~

~

~

I 0 ~

middot~ ~

~ 0 blt0

~

0 0 LL LL c-~0 0shy

Jgtgt 0 0

I

0shy ~ 0shy

rgt 0 gt

~ ~

Jgt


~ gt

~ ~

b

middot 0 0 M

b

~ ~

4 3 6 4 6 3 6 4 6 36 4 6 3 6 4 6 ( 3 6 46 36 4 6

J1~i6f

~ ~ i shy

1 PI PI PI PI PI PI

r--- 1-shy


I -oT ~ 0

O-l--shy1


~

1 0 0

1 0


Irl L - shy


0 0

~

r01 r~ L-l t~

I oT

201 200 100

0+ ~

(

I


ABOUT tf


4 3 6 4 6 3 6 4 6 3 6 l 4 6 3 6 46 1f 36 4 6 3 6 4 6

3 6 46

PI

I

PI

3 6 4 6


OUT OF FOUNDATION


COL 14K C-I _____ _ 8~


_~--~-~ -[-f---shy




CHANNEL PLATE


20

TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


TION

ATION

CORNER DETAIL




Excavate for wa S-










--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


--




STAGGERED

OPEN HOLES

bull ------

0


DJ G s 1S

22

=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


=

ADAPTATION








DETAIL 1



-

shy






~

-~___=O

_ _





bolts

RIBS AND GIRDERS

ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATION


DETAIL 4 DETAIL 3

Ys SQ NUTS



ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATI

COLU

ASSEMBLING FRAME

ERECT FRAME










ceeding

FRAME IN PLACE





bents are raised





ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATION

RIBS AND PURLINS

ONE HAlf


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ION INS

END RIB

ERECT RIBS



Holu -o







RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


RIB SPLICE PLATE

IT~


RI RI

RCI RC Rei Rei

u I T3


~1 shy

-~

-~3 T~E

~==== ======================~======== e==

P2


WIND GIRT SPLICE


28

-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


-

-

F

~


-

_


f3

-

26 bull 124

26 bull 124

26 bull 124 26 ~ x 124 middot 26 )( =_

26 124 26 II

FINISH flOOR


DOOR JAMB

DOOR STA Y ROLLER

WITH SCREW

5 1 TO ltt
















ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATION

EXTERIOR COVERING

MK-FIO




20 GA GUTTER

MK-F6

MK-i6


30


E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



E









hang at end walls



START WITH

to purlins with _

at 8 oc Sta

keeping be - icel

__ pcCla l plate T

laps a 1-d and

middottters beshy

- 1anner until

aps both side

shown on these

31

ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATION




32











ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to












ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


ADAPTATION

WORKI G DRAW G















34

r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


r I





-

0 z

8 0

~

~I z l

~ N

J w 00

~ QI ~ l

~ 0 0 ~ iI

~f bull

~ t -lt- shy 0 ~ - 1- shys

1 I- shy

~------ -t----- shy

9 t(f


f

STI C ec TS

STACCEID


bull

t~=llM~~~

u bull~ middotbullJ

~ Iibullbullmiddot


1__ _ __

S bull -~


~------OU T -- ~~U~~~D~ T~~M- TO~~~ A~O~-----




~

if 0

~

I 0 ~~ SltJI ~ lt

~

(-1

_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


_____ _





NO S CALE


I TorN




L

-~ I

5ECTION reg

3~e to $ TUP $ - ~ -shy


pOT L Gi t~ T 3shy

hb_FI egt RAOa

1

5cALe lz 10


amp


- T

z~ S) PURL-IN


fi C HANL PLATEgt

HOT LESS THAN

F IN COP-ADpound

T

1 SECTION

CALamp I ~ [C

COLUMN C

z+)I SANCHO I

SaLTS SIOI [ ~c

COLUMN 8Aa ----------------l ~ P4

PLAN

PLAN


COLUMN IK e I


SOIL C()NDtTIONS

GS

SECT ION





~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


~

~ f lti

i


bull g ~ 11

I Q

1 1 1 1 1

~I ~I ~

9

51

~I ~i

~

Bl


v ~ I

kpltv ~j J~ -



0


~ 3

~I bull


1-

bull

middot ~ bull

--

---- _Il d -~ _ PR ~ s

r- ~c pa


0lt_ -

-

9~~9 j i

_2ff~~

J

w I~

~~ r~c -

~

1-1 bull

(Ie

fl

6 11bull

kil ( bull

A

111

Lt

11bull

bull- A

~ 11

1

Ll f

-

-

~OfIO

-=-(-50

I=~MING



HALF SIksect

SECTlOt- =

36


51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



51 5 2 53 rmiddot24

T- I L





i L2 MltLmiddot3

PLATES ~ amp-

OF BULKHEAD FPAMING

49-- 2-0_____ 2 bull

~ - ifgt

III ~HIXlW ~ WINOOW



~~Qllt FoO Igt)J

4-O~





1- VlliD GIRT ~

3 - 3~- STUD S





_I

~

i~r~



AW- ~I~ t-

_ La

~




Mspuc middot13lt0


ALL eotTS- t~

DETAIL

~ 0 1


CAP

SECTION

middot P4


DEllOn MtOtlOAN




I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


I

91 0 8 ~

0 - 0


~

lt0 bullii

shy l

I

r

1



8 N bull3 ~

-1-shy 11-shy 1--1 -shy

1 - ~ l

r 11

r

~ I

r r i

1 -~

~

-shy ~ - r--shy

gn

I I I

Ii I


hl-rt-~----T~-~~~ i[IL--I~~ - I I r


I ~ 0 c ur VfoD PIS

51~3 uH Amiddot_______ --I



(0- CUJVfD R1lgt

CQRRSJteen


r It FLOO~


SECTION

-shy -r-shy

-~

A cgt

PLA Ty p rr ~

SECTION


-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to



-~ HoOLTITE

~

COAR SHEETc

(t HCPCOG







( 5TEEL DECgtltING

-T4 bull 50 lt


Z ~~ PLI U Ii

f~ SCREWS

UTT~9

r NAIL fshy

MAl L~

SHo

sECTION

4 shy

~ TWD~lt

l--gt--ia---t

sECTION

I


NOTED


cmoU om I-G- 1711 2


C3





-l FLOOR


S~t OET All co

51-3 UNIT A

f 40 0 +

t soc

~~~==~~IL-~-l~--4middot

37

-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


-

__ shy

- -~~

Dimensiors ~----shy

t- --

INDEX

BASIC UNIT Page

Erection Sequence 1

Foundation 2 and 3




Scaffolding 12



ADAPTATION





Bulkheads 28 and 29





TH E STRAN-STEEl

The distincti e

the nailing g~

Stran-Steel j










framing

conform exactly to


Documents

Erection Instructions for the US Navy Steel Arch Rib ... R… · Place the 6" channel plates over the anchor bolts set in the concrete, square and level the plates and bolt them down