FRANK L. BENNARDO, P.E. 3 MODULAR ROOMS · 4"Ø itw tapcon maxi-set anchor or 1 4"Ø itw tapcon...

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SEESCHEDULE

SEESCHEDULE

SEESCHEDULE

SEESCHEDULE

42'-0" MAX ROOF

13'-

0" M

AX R

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'-0"

MAX W

ALL

SLOPED ROOF PLAN11 1/4" = 1'-0" PLAN

WALLHEADER,TYP

3" C

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TYP.

(REF

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D.S. EACORNER, TYP.

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EXISTING HOSTSTRUCTURE,TYP

OPTIONAL FILLERPANEL AT CORNERPOSTS BASED ONROOM TYPE, TYP.

ATTACHMENT OF GLAZINGPRODUCTS TO MULLIONS TO BE PERSEPARATE PRODUCT APPROVAL OR

SEPARATE ENGINEERING

K

P Q R T

3" PANEL 3" PANEL 3" PANEL

3" PANEL 3" PANEL DRAINAGESYSTEM EACORNER, TYP.

3" COMPOSITEROOF PANEL, TYP.

SLOPED ROOF-SIDE ELEVATION31 1/4" = 1'-0" PLAN

EXISTING HOSTSTRUCTURE,TYP

12'-0" MAX

SEESCHEDULE

SEESCHEDULE

SEESCHEDULE

3"GUTTER,TYP.

GLAZINGPER

SEPARATEAPPROVAL

GLAZINGPER

SEPARATEAPPROVALGLAZING

PERSEPARATEAPPROVAL

P

ELEVATION TYPICAL FORMODULAR ROOMS WITH

GLAZING PRODUCTS

O

J

L N

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3" PANEL 3" PANEL 3" PANEL 3" PANEL

3" PANEL

3" WALLPANELS, TYP

3" COMPOSITEROOF PANEL, TYP.

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3" PANEL 3" PANEL 3" PANEL

SLOPED ROOF ELEVATION21 1/4" = 1'-0" ELEVATION

40'-0" MAX WALL

GUTTEREXTRUSION ATPANEL END

ELEVATION TYPICAL FORMODULAR ROOMS WITH

GLAZING PRODUCTS

GLAZINGPER

SEPARATEAPPROVAL

GLAZINGPER

SEPARATEAPPROVAL

GLAZINGPER

SEPARATEAPPROVAL

GLAZINGPER

SEPARATEAPPROVAL

L

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C D

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VALID FOR 1 PERMIT ONLY U.N.O.VALID ONLY WITH ORIGINAL ENGINEER SEAL

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FRANK L. BENNARDO, P.E.

3" MODULAR ROOMSGLASS WALL ROOM SYSTEMS

(SEE SHEET 6 FOR GENERAL NOTES)

**SEE SHEET 6 FOR GENERAL NOTES**

- THIS ENCLOSURE IS ONLY CERTIFIEDAS NON-HABITABLE PER AAMA 2100

- THIS ENCLOSURE DOES NOT QUALIFYFOR MISSILE IMPACT RESISTANCEUNDER ANY CIRCUMSTANCE

" MAX WALLSCHE

2'-0" MAX ROOF

PED ROOF PLA/4" = 1'-0"

ATTACHMENT OF GLAZINGPRODUCTS TO MULLIONS TO BE PESEPARATE PRODUCT APPROVAL O

SEPARATE ENGINEERING

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31 1

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MPOSITEPANEL, TYP.

GLAZINGPER

EPA

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RATE ENGIN

3" COMPOSITE ROOF PANEL,TYP. (REFERENCE FL#15491.1)OR PER SEPARATE APPROVAL

3" PANEL

3" PANEL

3" PANEL

3" PANEL

3" PANEL

3" PANEL

EXISTING HOST STRUCTUREBY OTHERS, TYP.

EXISTING 3KSI CONCRETE SLAB OR WOOD

DECK (G=0.55 MIN. WOOD) BY OTHERS, TYP.

N.T.S.

ISOMETRICEXPLODED2

1MODULAR ROOM

GLAZING PERSEPARATEAPPROVAL


ISOMETRIC



ATTACHMENT OF GLAZINGPRODUCTS TO MULLIONS

TO BE PER SEPARATEPRODUCT APPROVAL ORSEPARATE ENGINEERING

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2"X3" THERMOMODULAR ROOMMALE MULLION

3" RECEIVING CHANNEL(ALSO USED FORNON-THERMO TOP CAP)

2"X3" MODULARROOM MALEMULLION

K

2"X3" MODULARROOM FEMALEMULLION

L M N 2"X3" THERMOMODULAR ROOMFEMALE MULLION

0.050"TYP.

0.050"TYP.

0.050"TYP.

0.050"TYP.

3.14

0"

1.722"

1.500"

3.14

0"

1.305"

3.16

5

1.500"

3.16

5"

3.240"

0.050"1.

500"

C 3" NON-THERMOBASE CHANNEL

B.1

D 3" THERMO BASECHANNEL

0.053"

1.44

3"

0.045"

3.155"

0.563"

GH

3" KEYED RECEIVER3" WALL NON-THERMOHEADER

3.236"

2.74

3"

1.87

3"

0.065"

0.050"0.045"

0.053"0.050"

3.008"

0.045"

3.260"

0.050"

0.055" 1.50

0"

3" WALL THERMOHEADER

0.702"0.0250"

1.073"

3" THERMO TOP CAPPLATE (UPPERASSEMBLY) B.2

3" THERMO TOP CAPPLATE (LOWERASSEMBLY)

3.218"

0.060"

O P COMPLETE REINFORCEDTHERMO MODULAR MULLIONWITH 3"X3" INSERT

FULL LENGTH3"x3"x1

8" 6063-T6ALUM. INSERT

14" Ø SEX

BOLTS SAEGR. 5 @ 18"O.C. AND 4"FROM ENDS

L

L

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FULL LENGTH3"x3"x1

8" 6063-T6ALUM. INSERT

14" Ø SEX BOLTS SAE

GR. 5 @ 18" O.C.AND 4" FROM ENDS

3.811"

GUTTER EXTRUSIONI4.125"

5.00

0"

0.066"

0.066"

4.06

5"

4.180"

4.18

0"

0.062"

3.180" 1.000"

3" THERMO MODULARROOM CORNER POSTJ

52

CORNERPOSTTIE-DOWNDETAIL

0.050"TYP.3.

140"

2.000" 2.000"

Q 2"X3" NON-THERMOMODULARCOMPLETE MULLIONWITHOUT INSERT

R 2"X3" THERMOMODULARCOMPLETEMULLION WITHOUTINSERT

3.16

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S TI-BEAM MULLIONINSERT

COMPLETE REINFORCEDTHERMO MODULARMULLION WITH I-BEAMINSERT

COMPLETE REINFORCEDNON-THERMO MODULARMULLION WITH 3"X3" INSERT

M

M

S

A 3" THERMO TOP CAPCHANNEL

3.250"

3.140"0.055"

0.625"

0.055"

1.37

5"

14" Ø SEX BOLTS SAE

GR. 5 @ 18" O.C.AND 4" FROM ENDS

14" Ø SEX BOLTS

SAE GR. 5 @ 18"O.C. AND 4" FROMENDS

STATE SEALINDICATED

BELOW


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1/4” SAE GR 5 THRUBOLTSMAY BE USED IN LIEU OF SEX

BOLTS IN ALL CASES

N 2"X3" THEMODUFE

0.050"TYP.

1.500"

0.0

L

4.180"

3" THERMO MODULARROOM CORNER POSTJ

52

2"X3" MODULARROOM MALE

ONK

0.05T

3.14

0"

22"

FULL LENGT3"x3"x1

8" 6ALUM. INSE

N

3" PANEL

EXISTING 3KSI CODECK (G=0.55 M

ERRRRTE

OVAL

F

NL

NEL

PANEL

GLAZING PERRRRSEPARATEAPPROVAL

F

N

O P Q

3" COMPOSITE RTYP. (REFERENCOR PER SEP

CTUREYP.

F

RENC

EPA

CTUYP.

NE

P

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3

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ERRRRATEROV

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ROOM ON

722

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0

" THERMOROOM CORN

EXISTING WOOD TRUSSOR RAFTER (G=0.55

MIN WOOD) BY OTHERS.PROVIDE (4)-#14

WOOD SCREWS ATEACH RAFTER END WITH

212" THREAD

PENETRATION, 34" EDGEDISTANCE.

3" SNAP-N-LOCKCOMPOSITE PANELPER SEPARATE ENG

(2)-#14 WOOD SCREWSWITH 1"Ø WASHER, 11

2"MIN. THREAD PENETRATIONTO FASCIA, 34" EDGE DIST.,1" MIN. SPACING PER PAIR.SPACE ANCHOR PAIRS AT

1112" MAX O.C., TYP.

EXISTING WOODFASCIA (G=0.55 MIN.)WOOD, TYP.

WOOD HOST SECTION3

5


14"Ø ITW TAPCON MAXI-SET

ANCHOR OR 14"Ø ITWTAPCON WITH 1"Ø WASHER,

134" EMBED TO 3KSI

CONCRETE, 212" EDGE DIST.,

SPACED AT 938" O.C. OR 14"Ø

ELCO ULTRACON WITH 1"ØWASHER, 21

4" EMBED TOGROUT FILLED BLOCK, 21

2"EDGE DIST., SPACED AT 7"

O.C. (DO NOT SPACEANCHOR CLOSER THAN 41

4"TO ANY ADJACENT

CONCRETE/BLOCK ANCHOR).

EXISTING 3KSI CONCRETEOR HOLLOW BLOCK (ASTMC-90 BLOCK) HOSTSTRUCTURE, TYP.

CONC. OR BLOCK HOSTSECTION3

6


EXISTING WOODDECK (G=0.55 MIN.WOOD) OR 3KSICONCRETE SLAB, TYP.BY OTHERS

WALL PANEL TO HOST BASESECTION3

9

#14 WOOD SCREW WITH 1"ØWASHER, 2" MIN. THREADPENETRATION, 34" EDGE DIST.,AT 63

4" MAX O.C. OR 14"Ø ITWTAPCONS WITH 1"Ø WASHER,13

4" EMBEDMENT, 212" EDGE

DIST., SPACED AT 10" O.C.

#12 SAE GRADE 5SHEET METALSCREWS AT 12" O.C.EA SIDE, TYP.


#12 SAE GRADE 5SHEET METAL

SCREWS AT 12" O.C.EA SIDE, TYP.

ROOF DETAILSECTION3

3FAN BEAM IN PANEL

PANEL FILLSECTION3

11ROOF PANEL TO

ROOF PANEL TO

HEAD/SILL

3" SNAP-N-LOCKCOMPOSITE PANEL

PER SEPARATEENG


WINDOW PERMANUFACTURERSSPECS


50LB MAXIMUM FANOR LIGHT FIXTURE,TYP.

CONTINUOUS 112"x3"x0.05"

6063-T6 ALUMINUM FANBEAM, TYP.

L N

G H

G H

C D

F

3" SNAP-N-LOCK COMPOSITEPANEL PER SEPARATE ENG

N.T.S.

HOST SIDE WALLPLAN VIEW3

7

#14 WOOD SCREW WITH 1"ØWASHER, 11

2" MIN. THREADPENETRATION, 34" EDGE DIST.OR 14"Ø ITW TAPCONS WITH1"Ø WASHER (14"Ø MAXI-SETTAPCON OPTIONAL), 13

4"EMBEDMENT, 21

2" EDGE DIST.OR 14"Ø ELCO ULTRACON WITH1"Ø WASHER, 21

4" EMBEDMENT,21

2" EDGE DIST., SPACED AT24" MAX O.C. (DO NOT SPACECONCRETE/BLOCK ANCHORSCLOSER THAN 41

2" O.C.).

14" Ø SAE GRADE 5 SEX BOLTS

AT 18" O.C. AND 4" FROMENDS, TYP.

WALL PANEL TO

E

HOSTSTRUCTUREBY OTHERS

N.T.S.

PANEL FILLPLAN VIEW3

12WIND JAMB AT

3" SNAP-N-LOCKCOMPOSITE PANELPER SEPARATE ENG WINDOW PER

MANUFACTURERSSPECS

LF

14" Ø SAE GRADE 5

SEX BOLTS AT 18"O.C. AND 4" FROMENDS, TYP.

N.T.S. N.T.S. N.T.S.

N.T.S.



CONTINUOUS 14"BEAD OFELASTOMERICSEALANT, TYP.

N.T.S.

AT EAVESECTION3

1

14"Ø SAE GRADE 5 SMS WITH 58"Ø INTEGRATEDALUMINUM/NEOPRENE WASHER. UTILIZE 11

2"ØALUMINUM/NEOPRENE WASHER & PROVIDE 5

PINCHES MIN. PAST THE WALL TOPCAP THREADPLANE SPACED WITH 6.0" O.C.

ROOF TO WALL PANEL


SCREWS AT 10"O.C., TYP.

PROVIDE (2)-1/2"THICK CONTINUOUS

BEADS OF 400 PSISTRUCTURAL GRADE

ADHESIVE TO ATTACHPANEL TO TOP CAP

ASSEMBLY, TYP.

B

L N

MIN

6"

EAVE

BEA

M P

ERTA

BLE

1

14" Ø SAE GRADE 5SEX BOLTS AT 18"O.C. AND 4" FROM

ENDS, TYP.

N.T.S.

DETAILSECTION3

4ROOF PANEL GUTTER


I


SCREWS AT 12" O.C.AND 4" FROM ENDS

EA SIDE, TYP.

N.T.S.

AT RAKESECTION3

2ROOF TO WALL PANEL

3" SNAP-N-LOCKCOMPOSITEPANEL PER

SEPARATE ENG.


14"Ø SAE GRADE 5 SMS WITH 58"Ø INTEGRATED

ALUMINUM/NEOPRENE WASHER. UTILIZE 112"Ø

ALUMINUM/NEOPRENE WASHER & PROVIDE 5PINCHES MIN. PAST THE WALL TOPCAP THREADPLANE AT 10" MAX O.C., TYP.

#12 SAE GRADE 5SHEET METALSCREWS AT 10"O.C., TYP.

PROVIDE (2)-1/2"THICK CONTINUOUS

BEADS OF 400 PSISTRUCTURAL GRADE

ADHESIVE TO ATTACHPANEL TO TOP CAP

ASSEMBLY, TYP.

A

E L

MIN

6"

EAVE

BEA

M P

ERTA

BLE

1

N1

4" Ø SAE GRADE 5SEX BOLTS AT 18"O.C. AND 4" FROM

ENDS, TYP.

3" SNAP-N-LOCK COMPOSITEPANEL PER SEPARATE ENG


N.T.S.

CORNER COLUMN DETAILPLAN3

8

I


AT 18" O.C. AND 4" FROMENDS, TYP.

14"Ø SAE GRADE 5 SMS

SEE DETAIL 1/3 FORMORE INFORMATION

14"Ø SAE GRADE 5 SEX

BOLT WITH 14" SAEGRADE WASHER AND NUT

THROUGH TOP CAPCHANNEL TO CORNER

POST, TYP.

(1)-#12 SAE GRADE 5 SMSTHROUGH KEYED RECEIVER

TO PANEL EACH SIDE OFPOST, TYP.

OPTIONAL2"x2"x0.063"x2"LONG 6063-T6ALUMINUM ANGLEEA SIDE OF POST(SEE DETAIL 4/4 FORCLIP ANCHORS), TYP

SEE DETAIL 2/4 FOR TYPICALSMS ANCHOR NOTATION FORTHE ANCHORS ILLUSTRATED

HEREIN, TYP.

N.T.S.

TO TOPCAP CONNECTIONELEVATION3

10CORNER POST

J

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STATE SEALINDICATED

BELOW


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BOLTS IN ALL CASES

14"Ø ITW TAPC

ANCHORAPCON WITH

134" EM

ONCRETE, 212

PACED AT 938

ELCO ULTRAWASHER,

GROUT FILEDGE DIS

O.CANCHOR

CONCR

PANEL

3" SNAP-N-COMPOSITEPER SEPARA

0LB MAXIMUM FANR LIGHT FIXTURE,YP.

SECTI

L PANEL

WSER, 11

2"ETRATION

4" EDGE DIST.,PACING PER PAIR.

ANCHOR PAIRS A11

2" MAX O.C.

WOOD HOST S3

5

XI-SET"Ø ITWASHER,O 3KSIDIST.,

OR 14"ØTH 1"ØBED TOK, 21

2"D AT

EXISTIOR

ROOF PANEL

G H

N-LOCKITE PANELARATE ENG

C.

/4” SAE GMAY BE USE

BOLTS IN

LLPLAN VIEW

PACECHORS

" O.C.).

3" SNAPANEL

14"

AT EN

SS

NA

S3 FOR

RMATION

UTOP CAP

O CORNERPOST, TYP.

E GRADE 5 SMEYED RECEIVEL EACH SIDE O

POST, TY

DETAIL 2/4 FOR TYPICALANCHOR NOTATION FORANCHORS ILLUSTRATED

EREIN, TYP.

TOPCARNER P

J

MS3 FO

RMA

SNA

UTOP C

O C

E GRADE 5 SMEYED RECEIVEL EACH SIDE O

Y

DETAIL 2/4 FOANCHOR NOTAANCHORS ILL

E

TOPCAPRNER PO

ALLW

PACNCH

2" O

PP

END

SST

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EWSER,

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STINOR

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ST.C

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PANEL

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6" MIN SNAP-N-LOCKEAVE BEAM, TYP.

14"Ø SAE GRADE 5 SHEET METAL SCREW

SEE DETAIL 1/3 FOR MORE INFORMATION

6" M

IN.

L

UTILIZE (2)-#12x114" LONG SAE

GRADE 5 SMS EACH SIDE OFMULLION TO FEMALE MULLION

SCREW BOSS, TYP.

N.T.S.

OPTION #1SECTION4

1CONNECTION AT EAVE & POST

N.T.S.

OPTION #1ELEVATION4

2CONNECTION AT EAVE & POST

PROVIDE (2)-1/2" THICK CONTINUOUSBEADS OF 400 PSI STRUCTURAL GRADEADHESIVE TO ATTACH PANEL TO TOP CAPASSEMBLY, TYP.

N

B E

O P


WITH SAE GRADE WASHERTHROUGH TOP CAP CHANNEL

TO POST, TYP.

6" MIN. DEEPSNAP-N-LOCK EAVEBEAM, TYP.

14"Ø SAE GRADE 5 SMS SEE

DETAIL 1/3 FOR MOREINFORMATION

SPACEPER

DETAIL1/3

UTILIZE (2)-#12x114" LONG SAE

GRADE 5 SMS EACH SIDE OFMULLION TO FEMALE MULLION

SCREW BOSS, TYP.

6" MIN

.

14" Ø SAE GRADE 5SEX BOLTS AT 18"MAX O.C. AND 4"FROM ENDS, TYP.

41

B E

F

L N


THROUGH CHANNELS TOKEYED RECEIVER EA SIDE OF

POST AT TOP AND BOTTOM OFEAVE (4 BOLTS TOTAL)

SEE POSTS O, P, Q, R AND TON SHEET 2 FOR STICHING

REQUIREMENTS (REINFORCEDPOST SHOWN)


THROUGH CHANNELS TOKEYED RECEIVER EA SIDE OF

POST AT TOP AND BOTTOM OFEAVE (4 BOLTS TOTAL)

Q R TO P Q R T (* O OR P SHOWN)

STATE SEALINDICATED

BELOW


THIS

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THE

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ENG

INEE

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BOLTS IN ALL CASES

L

ON #1NECTION AT EAVE

N

O P Q

SECTION

POST

I

6" MIN

.

SAE GRADE 5BOLTS AT 18"

AX O.C. AND 4"ROM ENDS, TYP.

GRADE 5 SEX BOLTSOUGH CHANNELS TO

RECEIVER EA SIDE OFTOP AND BOTTOM OF

EAVE (4 BOLTS TOTAL)

, Q, R AND FOR STICHING

TS (REINFORCEDPOST SHOWN)

PACEPER

DETAIL1/3

SPA

S

P

I

2)

X A

ROM ENDS, TYP.

GO

RET

EA

, Q, R AND 2 FOR STICHINGTS (REINFORCED

D

SHA

R EAD BOTBOLTS

L

INECTION AT EAVE

N

Q

1

VELOCITY & EXPOSURE UPLIFT GRAVITY MAX ROOF SPAN MAX EAVE BEAM SPAN

90 MPH, "B" THROUGH 100 MPH,EXP "C" & 110 MPH EXP "B"

22.5 PSF 36.5 PSF 12.00 FT 5.00 FT

110 MPH, "C" & 120 MPH "B" 22.5 PSF 36.5 PSF 12.00 FT 5.00 FT120 MPH, "C" 22.5 PSF 36.5 PSF 12.00 FT 5.00 FT

3" MODULAR ROOM EAVE BEAM: GLAZED WALL SYSTEMSTABLE 1:

1. MAX ALLOWABLE EAVE BEAM SPAN= 5'-0"2. MAX ALLOWABLE ROOF SPAN= 12'-0"3. DEFLECTION LIMIT = L/180.4. EAVE BEAMS DEEPER THAN 6" MAY BE USED

TABLE 1 NOTES:

DESCRIPTIONANCHORTYPE

WINDTIER

ANCHOR# 1 SCHEDULE A:

90 "B"-TO-

110 "B"

110 "C"-TO-

120 "C"

1

1

(1)- 14"Ø SAE GRADE 5 SEX BOLT WITH1/4" SAE GRADE WASHER

(1)-3/8"Ø SAE GRADE 5 SEX BOLT WITH3/8" SAE GRADE WASHER

QUANTITY REQUIREDANCHOR 2SUBSTRATE

WINDTIER

ANCHOR #2 SCHEDULE B:

90 "B"-TO-

110 "B"

CONNECTIONAT CONCRETE

(2)-3/8"Ø ITW TAPCONS WITH 112"Ø WASHER,

212" EMBED, 3" EDGE, 4" SPACING, TYP.

CONNECTIONAT WOOD

110 "C"-TO-

120 "C"

(3)-1/4"Ø LAG SCREWS 112"Ø WASHER, 21

2"THREAD PENETRATION, 1" EDGE, 1" SPACING

CONNECTIONAT CONCRETE

CONNECTIONAT WOOD

(4)-1/4"Ø LAG SCREWS 112"Ø WASHER, 21

2"THREAD PENETRATION, 1" EDGE, 1" SPACING

N.T.S. DETAIL52 FOR GLASS WALL SYSTEMS

TYPICAL POST CONNECTION

EXISTING 3KSICONCRETE OR WOOD(G=0.55 MIN.) HOSTSTRUCTURE BYOTHERS, TYP.

3" SNAP-N-LOCKPANEL, TYP. PERSEPARATE ENG

EMBED

PER

SCH

ED

ANCHOR #1: SEESCHEDULE A

ANCHOR #2: SEESCHEDULE B

SEE SCHEDULE FORANCHOR INFO AND

QUANTITIESREQUIRED, TYP.

SEE DETAIL 9/3 FORTYPICAL ANCHOR TYPEAND SPACING

SEE DETAIL 9/3 FOR TYPICALANCHOR TYPE AND SPACING

F

C D

O P Q R T

(2)-3/8"Ø ITW TAPCONS WITH 112"Ø WASHER,

212" EMBED, 3" EDGE, 4" SPACING, TYP.

SEE SHEET 2FOR SEX BOLTREQUIREMENTSFOR STITCHING


THROUGH KEYED RECEIVER TOPANEL, TYP.

(4)-5/16"Ø SEX BOLTS THROUGHKEYED RECEIVER TO MULLION,

TYP.

3" = 1'-0"

TIE-DOWN FOR ALL SYSTEMSDETAIL5

1TYPICAL CORNER POST

UTILIZE (3)-#12 SAEGRADE 5 SMS THROUGHEACH CLIP ANGLE TOPOST, TYP.

2"x2"x0.063"x2"LONG 6063-T6ALUMINUM ANGLE,(1) EA SIDE OFPOST ON THEINSIDE FACE (2CLIPS TOTAL). SEEPLAN VIEW A-A FORPLACEMENTINFORMATION, TYP.

(1)- 14"Ø ITW TAPCON WITH 112"Ø

WASHER PER ANGLE, 214" EMBED,

318" EDGE, 33

4" MIN. SPACING TOANY ADJACENT CONCRETE ANCHOROR (4)-1/4"Ø LAG SCREWS WITH 1"ØWASHER, 21

2" THREADPENETRATION, 1" EDGE DISTANCE,1" MIN. SPACING TO ANY ADJACENTWOOD ANCHOR, TYP.

33 4"

MIN

PLAN VIEWA-A

AA

J

C D

J

14" Ø SAE GRADE 5 SEX BOLTS WITHSAE GRADE WASHER THROUGH TOP

CAP CHANNEL TO POST, TYP.

EAVEBEAMSPAN

EAVEBEAMSPAN

EAVEBEAMSPAN

ROOF

SPAN

* GLAZING NOT SHOWNFOR CLARITY

EAVE BEAM CLEAR SPANISOMETRIC DETAIL*

N.T.S.

SPACING ISOMETRICISOMETRIC5

4EAVE-BEAM

STATE SEALINDICATED

BELOW


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BOLTS IN ALL CASES

CRIPTION

LE A:

RADE 5 SEX BOLT WITHE WASHER

GRADE 5 SEX BOLT WITHE WASHER

A

N.T.S52 FOR GLASS WA

TYPICAL POST

DR

HOR #

DET

L SYSTONNECTION

EXICON(G=0.STRUCTOTHERS

EMBEDED

M PERER

SCH

EDDCH

SEE DTYPAN

C D

SIOR WOODN.) HOST

E BYYP.

FORR TYPE

UPLIF

H 100 MPH,PH EXP "B"

22.5 P

C" & 120 MPH "B"120 MPH, "C"

AM: G

AX ALLOWABLE EAAX ALLOWABLEFLECTION LIMVE BEAMS DE

LE 1 NOTES

GRAVITY MAX ROOF S

36.5 PSF 12.00 FT

12.00 FT12.00 FT

ED WALL SYSTEMS

S

T

GRAVITY

36.5 PSF

12.00 FT12.00 FT

ZED WALL SY

UPLIF

H 10MPH

P

"C" 1

AM: GL

AX ALLOWABLE EAAX ALLOWABLEEFLECTION LIMVE BEAMS DE

BLE 1 NOTES

DR

HOR #

ETA

L SYSTEMSONNECTION

XISTING 3KSNCRETE O0.55 MINCTURE

S, TY

DETAIL 9/3 FOPICAL ANCHOR

AN

C

L

GE

GD

A

AT

BOLT WITH

S

R GLA

TABLE 2:GLASS ALLOWABLE POST HEIGHT (3X3 INSERT): 120MPH, Exp 'C'

TABLE 3:GLASS ALLOWABLE POST HEIGHT (3X3 INSERT): 110MPH, Exp 'C', 120MPH, EXP 'B'

TABLE 4:GLASS ALLOWABLE POST HEIGHT (3X3 INSERT): 90MPH, Exp 'B' THROUGH 100 MPH, EXP 'C' & 110 MPH, EXP 'B'

TABLE 5:GLASS ALLOWABLE POST HEIGHT (I-BEAM INSERT): 120MPH, Exp 'C'

TABLE 6:

TABLE 7:GLASS ALLOWABLE POST HEIGHT (I-BEAM INSERT): 90MPH, Exp 'B' THROUGH 100 MPH, EXP 'C' & 110 MPH, EXP 'B'

TABLE 8:GLASS ALLOWABLE POST HEIGHT (NO INSERT): 120 MPH, EXP 'C''

TABLE 9:GLASS ALLOWABLE POST HEIGHT (NO INSERT): 110 MPH, EXP 'C', 120 MPH, EXP 'B'

TABLE 10:GLASS ALLOWABLE POST HEIGHT (NO INSERT): 90 MPH, EXP 'B', THROUGH 100 MPH, EXP 'C' & 110 MPH, EXP 'B'

GLASS ALLOWABLE POST HEIGHT (I-BEAM INSERT): 110MPH, Exp 'C', 120MPH, EXP 'B'

OPJ

OPJ

OPJ

TJ

TJ

TJ

QRJ

QRJ

QRJ

ROOF

SPAN

*GLAZING NOT SHOWNFOR CLARITY

POST SPACINGISOMETRIC DETAIL*

SPAN 1SPAN 2

SPAN 3

POST 1POST 2CORNER

POST

POST 2SPACING=

(12*SPAN 2)+(12*SPAN 3)

CORNER POSTSPACING=(12*SPAN 1)

N.T.S.

POST SPACING ISOMETRICISOMETRIC6

1

1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE2012 & 2015 INTERNATIONAL BUILDING CODE & 2012 & 2015 INTERNATIONAL RESIDENTIAL CODE AS WELL AS CURRENT VERSIONSOF THE MN, NC, NJ, NY, OH, SC, VA BUILDING & RESIDENTIAL CODES AS APPLICABLE. STRUCTURE SHALL BE FABRICATED INACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATE AND CONFORM TO ALL LOCAL BUILDING CODEAMENDMENTS WHICH MAY APPLY.

2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATIONFACTOR Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN.

3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BERESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THEPERMITTING CONTRACTOR.

4. OPENINGS IN SUNROOMS, BALCONIES OR ENCLOSED PORCHES CONSTRUCTED UNDER EXISTING ROOFS OR DECKS ARE NOTREQUIRED TO BE PROTECTED PROVIDED THE SPACES ARE SEPARATED FROM THE BUILDING INTERIOR BY A WALL AND ALL OPENINGSIN THE SEPARATING WALL ARE PROTECTED IN ACCORDANCE WITH SECTION 1609.1.2 ABOVE. SUCH SPACES SHALL BE PERMITTEDTO BE DESIGNED AS EITHER PARTIALLY ENCLOSED OR ENCLOSED STRUCTURES.

5. ALL FASTENERS TO BE #12 OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. FASTENERS SHALL BE CADMIUM-PLATEDOR OTHERWISE CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUMINUM STRUCTURES"SECTION J.3.1 BY THE ALUMINUM ASSOCIATION, INC., & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES.

6. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. MINIMUM EMBEDMENT SHALLBE AS NOTED HEREIN. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES.

7. ALL CONCRETE ANCHORS SHALL BE INSTALLED TO NON-CRACKED CONCRETE ONLY.8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.9. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTED OTHERWISE.10. ALL CONCRETE TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 7 DAYS.11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY

CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES &APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICHIS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN.

12. THIS ENGINEER HAS NOT VISITED THIS JOBSITE. INFORMATION CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIEDDATA AND MEASUREMENTS. THIS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS ORINACCURATE DATA OR MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. THIS ENGINEER SHALL BENOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TOMODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS.

13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.14. ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE

THIS CERTIFICATION.

GENERAL NOTES:

2012 AND 2015 INTERNATIONAL BUILDING CODE, ASCE 7-10Vult=VARIES PER DESIGN SCHEDULES, EXPOSURES 'C & C'RISK CATEGORY II, G=0.85, Kd=TABLE 30.3-1, Kz=0.85, Kzt=1.0(FLAT OR UNOBSTRUCTED TERRAIN ONLY)qh = 0.00256*Kz*Kzt*Kd*V*VP = qh((GCp)-(GCpi))

MRH= 15'ROOF LIVE LOAD: 30 PSFROOF DEAD LOAD: 2 PSF

*THIS DOCUMENT DOES NOT CERTIFY PRODUCT FOR USE AS A HABITABLE STRUCTURE.

DESIGN NOTES: STATE SEALINDICATED

BELOW


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TABLES 2-7 NOTES:1. WALL LOADS ARE BASED ON ASCE 7-10 "COMPONENTS AND CLADDING" METHOD, ENCLOSED STRUCTURE.2. DEFLECTION LIMIT = L/175.3. VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT ON KNEEWALLS OR OTHER

SUPPORTING STRUCTURES (CERTIFIED BY OTHERS).4. LOADING CRITERIA CONSIDERED IS THE GOVERNING CASE OF THE FOLLOWING SCENARIOS:

4.1. 2PSF ROOF DEAD LOAD & 30 PSF MINIMUM SOLID ROOF LIVE LOAD USED IN TABLES4.2. WALL WIND LOADS PER ASCE 7-10 C&C METHOD

5. ALL "THERMO" POSTS HAVE BEEN CALCULATED WITH A 10% STRENGTH REDUCTION TO ACCOUNT FOR THERMAL BREAK STRENGTH LOSS.Vasd MAY BE CALCULATED WITH THE FOLLOWING CONVERSION: Vasd=Vult*√0.6

ROOF

SPA

OWN

T SPACINGOMETRIC DETAIL*

SPA

POSTORNER

POST

OST=1)

UPON DION AND INSTA

TIONAL CERTIFICATITHER MARKINGS TO THI

POST 2PP

THER WALL

O PREVENT ELECTR

USE OF THIS SPECIFICATIONDAMAGES INCLUDING LEGAL FEE

STRUCTION PRACTICES BEYOND TN.REIN IS BASED ON CONTRACTOBLE IN ANY WAY FOR ERRONEONSTRUCTION. THIS ENGINEOF ANY INACCURATE INFORMAT OF MATERIALS.

R AFFIRMATIONS ARE INTENDED.UMENT ARE NOT PERMITTED AND IN

ALL

TABLE 6:

TABLE 7:GLASS ALLOWABLE PO

TABLE 8:GLASS ALLOW

GLASS ALLOWA

TJ

TJ

TJH

R TO

IDATE

(3X3 INSERT): 90M( )

EIGHT (I-BEAM INSERT): ( )

EIGHT (I-B

EIGHT (I-BE(

Exp 'C', 120MPH, EXP p , ,

OUGH 100 M

'

M

Exp

OUGH 100 M(3X3 INSERT): 90M( )

EIGHT (I-BEAM INSERT): ( )

EIGHT (I-B(

EIGHT (I-BE(

ALL

PO

ABLE 8GLASS ALLOWA

AB

TJ

THER WALL

O PREVENT ELECTR

USE OF THIS SPECIFICATIONDAMAGES INCLUDING LEGAL FEE

STRUCTION PRACTICES BEYOND THAT WHICHNREIN IS BASED ON CONTRACTORBLE IN ANY WAY FOR ERRONEO

ONSTRUCTION. THIS ENGINEOF ANY INACCURATE INFORMATION PRIOR

NRUMENT ARE NOT PERMITTED AND INVALI

TABLGLASS A

UDINGRACTICES

ED ON CONWAY FORN. TH

CCU

O

T SSO

SPA

TC

O=1

UPON DTION AND INSTA

TIONAL CERTIFICATIOTHER MARKINGS TO THI

F

PA

TAIL*

FRANK L. BENNARDO, P.E. 3 MODULAR ROOMS · 4"Ø itw tapcon maxi-set anchor or 1 4"Ø itw tapcon...

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Transcript of FRANK L. BENNARDO, P.E. 3 MODULAR ROOMS · 4"Ø itw tapcon maxi-set anchor or 1 4"Ø itw tapcon...