INSULATED PATIO COVERROOF OVER OPEN WALL

ROOM SYSTEMS

GENERAL NOTES:

DESIGN NOTES:

1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED INACCORDANCE WITH THE STRUCTURAL PROVISIONS OF THE FLORIDA BUILDINGCODE SIXTH EDITION (2017). STRUCTURE SHALL BE FABRICATED INACCORDANCE WITH ALL GOVERNING CODES. CONTRACTOR SHALL INVESTIGATEAND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY.

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

3. THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECTSUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLEFOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICHSHALL BE COORDINATED BY THE PERMITTING CONTRACTOR.

4. ALUMINUM MEMBERS ANCHORS SHALL BE SPACED WITH 2xDIAMETER ENDDISTANCE AND 2.5xDIAMETER MIN. SPACING TO ADJACENT ANCHORS, UNLESSNOTED OTHERWISE.

5. ALL FASTENERS TO BE #12 OR GREATER SAE GRADE 5 UNLESS NOTEDOTHERWISE. FASTENERS SHALL BE CADMIUM-PLATED OR OTHERWISECORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONSFOR ALUMINUM STRUCTURES" SECTION J.3.7.2 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 SHALL BE 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-CRACKEDCONCRETE ONLY.

8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMDISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.

9. ALL ALUMINUM SHALL BE 6063-T6 ALLOY AND TEMPER UNLESS NOTEDOTHERWISE.

10. ALL CONCRETE TO REACH A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI IN 7 DAYS.

11. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN ASSHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al.INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGESINCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIALFABRICATION, SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THATWHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONSOF THIS PLAN.

12. ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATIONCONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA ANDMEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE ORLIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS.WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ENGINEERINGEXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO REEVALUATE OURWORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TOMODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION ANDINSTALLATION OF MATERIALS.

13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONALCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.

14. ALTERATIONS, ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARENOT PERMITTED AND INVALIDATE THIS CERTIFICATION.

FLORIDA BUILDING CODE SIXTH EDITION (2017), ASCE 7-10Vult=VARIES PER DESIGN SCHEDULES, EXPOSURES 'B' & 'C'RISK CATEGORY II, G=0.85, Kd=0.85, Kz=0.85, Kzt=0.85(FLAT OR UNOBSTRUCTED TERRAIN ONLY)ROOF OVER OPEN STRUCTURE WITH OBSTRUCTED WIND FLOWqh = 0.00256*Kz*Kzt*Kd*V*V*IP = qh*G*Cn, G=0.85

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

COPYRIGHT ENGINEERING EXPRESS ®

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POST SPACINGPER SCHEDULES

1'-0"MAX

1'-0"MAX

ALL

OW

ABLE

POST

HEI

GH

TPE

R S

CH

EDU

LES

40'-0" MAX WALL

1'-0"MAX

ALL

OW

ABLE

POST

HEI

GH

TPE

R S

CH

EDU

LES

ALLOWABLEEAVE BEAMSPAN PER

SCHEDULES

12'-0" MAX ROOF CLEAR SPAN

3" COMPOSITEROOF PANEL, TYP.

3" COMPOSITEROOF PANEL, TYP.

POST PERSCHEDULES,TYP.

EAVE BEAM PERSCHEDULESTYP.

1'-0"MAX

ALL

OW

ABLE

POST

HEI

GH

TPE

R S

CH

EDU

LES

12'-0" MAX ROOF CLEAR SPAN

3" COMPOSITEROOF PANEL,TYP.

1'-0"MAX

POST PERSCHEDULES,TYP.

EAVE BEAM PERSCHEDULESTYP.

1/4" = 1'-0"

(HOST ATTACHED)SECTION 1/4" = 1'-0"

(FREE-STANDING)SECTION

OPEN WALL SYSTEM OPEN WALL SYSTEM

1/4" = 1'-0"

(FREE-STANDING)FRONT ELEVATION

POST PERSCHEDULES,TYP.

EAVEBEAM PERSCHEDULESTYP.

32

3,42

3,42

3,44

1,2,35

EXISTING HOSTEAVE SUBSTRATEBY OTHERS, TYP.

EXISTING HOSTSUBSTRATE BYOTHERS, TYP.

EXISTING HOSTSUBSTRATE BYOTHERS, TYP.SAMPLEPL

GENERAL NOTES:GENERAL NOTESEDESIGN NOTES:SIGN NOTES:E

PLE

PL1. THIS SYSTEM HAS BEEN1. THIS SYSTEM HAS BEE

ACCORDANCE WITH THE STRACCORDANCE WITH THE STCODE SIXTH EDITION (20DE SIXTH EDITION (20ACCORDANCE WITH ALLRDANCE WITH ALAND CONFORM TO ALNFORM TO A

2. NO 33-1/3%33-1/3DESIGN OF THISHIUSED FOR WO

3. THE SUPERSTFOR THSHA

FLORIDA BUILDING CODE SIXTH EDITION (2017), ASCE 7-10LDING CODE SIXTH EDITION (2017), ASCE 7-10Vult=VARIES PER DESIGN SCHEDULES, EXPOSURES 'B' & 'C'ER DESIGN SCHEDULES, EXPOSURES 'B' & 'C'RISK CATEGORY II, G=0.85, Kd=0.85, Kz=0.85, Kzt=0.85II, G=0.85, Kd=0.85, Kz=0.85, Kzt=0.85(FLAT OR UNOBSTRUCTED TERRAIN ONLY)UCTED TERROOF OVER OPEN STRUCTURE WITH OBSTRUCTED WINDUCTURE WITH OBSTRUCTED WINqh = 0.00256*Kz*Kzt*Kd*V*V*Id*V*V*IP = qh*G*Cn, G=0.85

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

SASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSMMMMMMMMMMM

YP. AMAAAAAAASSSSSSSSSSSSSSSSSSAMAAAAAAAMAMAMAMAMAMAMAMAMAMAAAAAAAAAAAAAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAAAMAMAMAMAMAMAMAMAMAAAAAAAAAAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAMAMAAMAAMAAMAMAMAMAMAAAAAAAAA1'-0"1'-0"

MAXAXAMSSASAAAAAAAAAASSSSSSSSSALL

OW

ABLE

POST

HEI

GH

TH

TPE

R S

CH

EDU

LES

CH

EDU

LESAMAMAMAMAMAMAMAMAMAMAM12'-0" MAX ROOF CLEAR X ROOF CAMAMAMAAAAMAMAMMPOS

S

EAVE BEAM PEREAM PERSCHEDULESTYP.

STIONTION

TEM

N

AMAMAMAM3,43,42

AG HOST

SUBSTRATEUBSTOTHERS, TYP.OTHERS, TYP.

STING HOSTTINUBSTRATE BYBSTRAT

OTHERS, TYP.THERS, TYP

EXISTING HOSING HOSUBSTRATEBSTRATEOTHERS,OTHERS,SSS

2"x4" SMB2" TILT BEAM2"x5" SMB2"x7" SMB

130 "B"-TO-

155 "C"

155 "C"-TO-

180 "C"

2"x6" SMB2"x8" SMB2"x9" SMB

6.7 C BEAM2"x5" EDGE2"x10" SMB

(2)- ROWS OF 2BOLTS [TOTALOF 4 BOLTS]

(2)- ROWS OF 4BOLTS [TOTALOF 8 BOLTS]

(2)- ROWS OF 4BOLTS [TOTALOF 8 BOLTS]

(2)- ROWS OF 2BOLTS [TOTALOF 4 BOLTS]

(2)- ROWS OF 3BOLTS [TOTALOF 6 BOLTS]

(2)- ROWS OF 3BOLTS [TOTALOF 6 BOLTS]

EAVE BEAMTYPE

EAVE BEAM THRUBOLTCONNECTION SCHEDULE:

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'-0"

MAX O

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OF

12'-

0" M

AX R

OO

F CLE

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PAN

EXISTING HOSTSTRUCTURE,TYP

WALLHEADER,TYP

3" C

OM

POSIT

ERO

OF

PAN

EL,

TYP.

(REF

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FL#

1549

1.1)

40'-0" MAX WALL42'-0" MAX ROOF

15'-

0" M

AX O

VER

ALL

RO

OF

12'-

0" M

AX R

OO

F CLE

AR S

PAN

3" C

OM

POSIT

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OF

PAN

EL,

TYP.

(REF

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FL#

1549

1.1)

40'-0" MAX WALL42'-0" MAX ROOF

1'-0" MAXOVERHANG, TYP.

1'-0" MAXOVERHANG, TYP.

1'-0" MAXOVERHANG, TYP.

1'-0" MAXOVERHANG, TYP.

1/4" = 1'-0"

FREE-STANDING PLANPLAN VIEW

11

11

12

13

1/4" = 1'-0"

HOST ATTACHED PLANPLAN VIEW

SEESCHEDULE

SEESCHEDULE

SEESCHEDULE

SEESCHEDULE

0.80" MIN.SPACING BETWEEN

BOLTS, TYP.

4" = 1'-0"

EAVE BEAM CONNECTIONSECTION/ELEVATION

516"Ø SAE GRADE 5THRUBOLTS, TYP.

(SEE SCHEDULEFOR NUMBER OF

BOLTS)

3" OR 4" POSTNOTCHED AT

CENTER TORECEIVE EAVE

BEAM,TYP.

0.80" MIN.SPACING BETWEEN

BOLTS, TYP.

1 3/4"

AA

516"Ø SAE GRADE 5THRUBOLTS, TYP.

(SEE SCHEDULEFOR NUMBER OF

BOLTS)

3" OR 4" POSTNOTCHED AT

CENTER TORECEIVE EAVE

BEAM,TYP.

EAVE BEAM PERSCHEDULE,TYP.

EAVE BEAM PERSCHEDULE,TYP.

SECTION A-A

BB

SECTION B-B

ROOF PANEL NOTSHOWN FOR

CLARITY

6.7 C-BEAM PERSCHEDULE,TYP.

3" OR 4" POSTNOTCHED TO

RECEIVE EAVEBEAM,TYP.

38"Ø SAE GRADE 5

THRUBOLTS, TYP.(SEE SCHEDULEFOR NUMBER OFBOLTS)

0.95" MIN.SPACING BETWEEN

BOLTS, TYP.

4" = 1'-0"

6.7 C-BEAM CONN.SECTION

BB SIMILARAM

PLE

SAM2"x4"

2" T2MMEAVE BEAMEAVE BEA

TYPETYPEMEAVE BEAM THAVE BEAM TCONNECTIOCONN

EEEEEEEEE

SSAMASASASASASASASASASASASASSASAASASAAAASASASSSSSSSSSSSASASASASASASASASASASSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSASASASASASASASASASAAAAAAAAAASASASAX WALLALLSROOFROOF

MMMMP.

SNG PLAG PLA

AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA11SASSSS

LLLLPLPLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLPLPLPLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLPLLLLLLLLLLLLLLLLLLLLPPLPLPLPLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLWEENWEEN

TYP.TYP.

P4" =

EAVEPLPPPOSTT

HED ATED ATENTER TOENTER TO

ECEIVE EAVECEIVE EAVBEAM,TYP.BEAM

PLPLPLELEELEEEEEE

SPACINBOLTS

EEEEEE5 E16"Ø SAE GRADE 5E GRADETHRUBOLTS, TYP.UBOLTS,

(SEE SCHEDULE(SEE SCHFOR NUMBER OFFOR NU

BOLTS)EEE3" OR 4"3" OR 4

NOTNOT

R

EAVE BEAM PERSCHEDULE,TYP. EELEPLLE

SECTION A-AECTIO LELELLLELELELELELELELELELELELELELELLLLLLLLLELELELELELELELELELELELELELELELELELEBB

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2.50

0"

0.125"

2.625"

2.625"

2.50

0"

5.310"

3.625"

3.12

5"3.

375"

2.75

0"

6.500"

3.37

5"

0.125"

3.625"

0.500"TYP.

2.37

5"

1.50

0"

2.750"

2.625"

1.50

0"

0.084"

2.93

0"

0.078"

3" & 4" SQUARE POST

B

B

tb

B

3"

tb

0.093"3"x3"x0.093"

BEAM TYPE

SQUARE POSTSCHEDULE:

3"x3"x18" 3" 0.125"

4"x4"x18" 4" 0.125"

2.930"

3.991"

0.500"TYP.

1.625"

0.500"TYP.

0.500"TYP.

2.155"

0.500"TYP.

0.500"TYP.

2.12

5"

0.500"TYP.

0.500"TYP.

3" EXTENDED U-CLIP

4" EXTENDED U-CLIP

LL

0.250"

L

3"

tb

0.250"3"x14"

BEAM TYPE

CLIP SCHEDULE:

4" 0.250"4"x14"

6.70

3"

0.109"

0.109"

0.125"

2.550"B

th

tb

HB

4"2"5"2"6"2"7"2"8"2"9"2"

10"2"

tb

0.056"

th

0.046"0.058" 0.050"0.060" 0.065"

0.105" 0.075"0.060" 0.057"

0.112" 0.072"0.187" 0.092"

2"x4" SMB2"x5" SMB2"x6" SMB2"x7" SMB2"x8" SMB2"x9" SMB2"x10" SMB

BEAM TYPE

SELF MATING BEAMSCHEDULE:

#12 SAE GRADE 5STITCH SCREWS AT12" MAX O.C.,TYP.

2"x4" - 2"x10" SELFMATING BEAMS

6.7 C-BEAM

2"x5" EDGE BEAM2"x4" TILT BEAM

2"x7" EDGE BEAM

7.00

0"

2.000"

0.080"

2"x7" EDGE BEAMREINFORCEMENT

6.62

5"

6.27

5"

1.812"

0.078"

SAMPLE

SAMP

SA

EEEEEEEEE

AMAMMAMAMAAAAAAAAAAAMMMMMMMMMMMMPMPMPMPMMPMMPMPMPMPMPMPMPMPMPMMMMMMMMM3.

375"MPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMP

0.125"

MPMPPMPMPMPMPMPMPMPMPMP3.625"

MMAMAMMMMMMMMMMMMMMMMMM0.500"0.500"TYP.TYP

MPAMMMMMMMMMMMMMMMMMMMMMM1.

500"

SASSSSSSSSSSSSSSSSSASASASASASASASASASASASASASASASSSSSASASASASASASASASASASASASASASSSSSSSSSSSSSSSASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASAAAAAAAAAAAAAAAAASASASASASASASASASASASASASASASASASASASASASASA0.084"AMSAAAAAAAAAAAA3.991"

SSSSSSSMMMMMMMMMMMMMMMMMMMMMM

0.500"TYP.

AMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAM1.625"1.625"

PP0.500"TYP.

AMAMAMAMAMAMAMAMAMCE

BEAMBEAM

MP2"x7" EDGE BEAM2"x7PPPPLPLPPPPPPPPPPPPLLEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEELPLPLPLPLPLPLPLLLLLLLLLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPPPPLELELELLLLLLLLL6.6

25" ELELEEEEEEEEEE6.27

5"27

5" EEEEEEEEEEE1.

EEEEEEEEEEEEEEEEEEEEEE0.078"0.078"

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EXISTING WOOD TRUSS ORRAFTER (G=0.55 MIN WOOD).

PROVIDE (4)-#14 WOODSCREWS AT EACH RAFTER END

WITH 212" THREAD

PENETRATION, 34" EDGE

DISTANCE.

3" SNAP-N-LOCKCOMPOSITE PANEL

(2)-#14 WOOD SCREWS WITH 1"ØWASHER, 11

2" MIN. THREADPENETRATION TO FASCIA, 3

4" EDGEDIST., 1" MIN. SPACING PER PAIR.

SPACE ANCHOR PAIRS AT 1012" MAX

O.C., TYP.

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

CONTINUOUS 3.00" x 0.05"RECEIVING CHANNELEXTRUSION, TYP.

3" SNAP-N-LOCKCOMPOSITE PANEL

14"Ø ITW TAPCON MAXI-SET ANCHOR

OR 14"Ø ITW TAPCON WITH 1"ØWASHER, 13

4" EMBED TO 3KSICONCRETE, 21

2" EDGE DIST., SPACEDAT 6" O.C. OR 14"Ø ELCO ULTRACONWITH 1"Ø WASHER, 21

4" EMBED TOGROUT FILLED BLOCK, 21

2" EDGEDIST., SPACED AT 6" O.C. (DO NOT

SPACE ANCHOR CLOSER THAN 414" TO

ANY ADJACENT CONCRETE/BLOCKANCHOR).

EXISTING 3KSI CONCRETE ORHOLLOW BLOCK (ASTM C-90 BLOCK)HOST STRUCTURE, TYP.

CONTINUOUS 3" x 0.05" RECEIVINGCHANNEL EXTRUSION, TYP.

#12 SAE GRADE 5 SHEETMETAL SCREWS AT 10" O.C.EA SIDE, TYP.

#12 SAE GRADE 5 SHEETMETAL SCREWS AT 10" O.C.EA SIDE, TYP.

3" SNAP-N-LOCKCOMPOSITEPANEL

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

GUTTEREXTRUSION, TYP.

3" SNAP-N-LOCKCOMPOSITE PANEL

14"Ø SAE GRADE 5 SMS WITH 5

8"ØINTEGRATED ALUMINUM/NEOPRENE

WASHER. UTILIZE 112"Ø

ALUMINUM/NEOPRENE WASHER &PROVIDE 5 PITCHES MIN. PAST THEEAVE BEAM FLANGE THREAD PLANE

WITH THE FOLLOWING SPACING:

130 "B"-TO-

155 "C"

14"Ø SMS SPACING TABLE:

VELOCITY & EXP

155 "C"-TO-

180 "C"

7.00"O.C.

0.024"SKINS

ROOF SKINTHICKNESS

0.032"SKINS

10.00"O.C.

4.50"O.C.

6.00"O.C.

3" = 1'-0"

ROOF PANEL TO EAVE BEAMSECTION

3" = 1'-0"

ROOF PANEL GUTTER DETAILSECTION

3" = 1'-0" SECTION

ROOF PANEL TO CONC. ORBLOCK HOST STRUCTURE

3" = 1'-0" SECTION

ROOF PANEL TO WOODHOST STRUCTURE

EAVE BEAM PERSCHEDULES, TYP. 4"

-10"

EAVE

BEA

MD

EPTH

PER

SCH

EDU

LES

12"MAX

OVERHANG

SAMPLEPLE

SASA

EEEEEEEEE

SASAAAASASASASASAAAAAAAAAAASASASAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASAASASASASASASASASSSSSSSSSSASSSASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASASA3" SNAP-N-LOCK3"COMPOSITE PANE

SASASAWS WITH 1"ØWS WITH

2" MIN. THREADMIN. TFASCIA, SCIA, 33 S4" EDGE

SPACING PER PAIR.CING PAIRS AT 10 AT 1 1 S2" MAX

O.C., TYP.O.C., TYP.SASASAAASATING WOOD FASCIAIA

G=0.55 MIN.) WOOD,TYP.

ASASASASASAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASASASASASAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAASASASASASASASASASASASASAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASASASAASASASASASASASASASASASASASASASASASASASASASASAAASASASASASASASASASASASASASASASASASASAAAAAAAAAAAAAAAAAAAAAAAAAAASASASASASASASASASASASASASASASASASASASASASASASASASASAAAASASASACONTINUOUS 3.00" x 0.0CONTINUOUS 3.00RECEIVING CHANNELRECEIVING CHANNEEXTRUSION, TYP.EXTRUSION, TYP.SASASA

1M4"Ø ITW TAPCAPOR 1M4W

CONCRCONATAT

#12 SAE GRADE 5 SHEET#12 SAE GRADE 5 SHEETMETAL SCREWS AT 10" O.C.METAL SCREWS AT 10" O.C.EA SIDE, TYP.EA SIDE, TYP.

SASASASASASAAAAAAAASASASALEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELELEEEEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELEEEEEEEELELELELELELELELELELELELELELELELELELELELEEEEELEELELELELEELELELLLLLLELELELELELLPLELLLLLLELELELELELELELELELELELELELELELELELPLPLPLLLLLLLLLLLLLLLLLLLLELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELELE3" SNAP-N-LOCK3COMPOSITEPANEL

LELELELELELLLLELLLELELELELELELELELELELELELELELELELELELELELELELELELELELLLLLL#12 SAE GRADE 5 SHEET METAL#12 SAE GRADE 5 SHEET METALSCREWS AT 10" O.C. EA SIDE, TYP.SCREWS AT 10" O.C. EA SIDE, TYP.LELELELLL

GUTTEREREXTRUSION, TYP.ION, TYP.

LLLP3" = 1'-0"

ROOF PANEANEPLPPL

S1'-0"

ROOF PANEL TO WOOROOF PANEL TO WHOST STRUCTUREURE

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FL3" OR 4" POST PERSCHEDULE,TYP.

HOST SUBSTRATEPER SCHEDULE,TYP.

3" = 1'-0" DETAIL

U-CLIP CONNECTION

1/4"Ø ELCO ULTRACONS WITH3

4"Ø MIN WASHER, 134" EMBED,

4" EDGE DISTANCE, 112" MIN.

SPACING.

1/4"Ø LAG SCREWS WITH 34"Ø

MIN WASHER, 212" MIN.

THREAD PENETRATION, 34"

EDGE DISTANCE, 112" MIN.

SPACING.

3KSI MIN.CONC.

A-CLIP

U-CLIPCONNECTION TYPE

EXTRUSIONTYPE

3" U-CLIP (4)PER CLIP

ANCHORDESCRIPTION

3" U-CLIP(EXTENDED)

4" U-CLIP

4" U-CLIP(EXTENDED)

ANCHOR(QTY.)

WOOD(G=0.55 MIN)

SUBSTRATE

ANCHORS PERSCHEDULE,TYP.

CLIP TYPE PERSCHEDULE,TYP.

NOTE: U-CLIP CONNECTIONEXTRUSION MAY VARY (3" U-CLIP

SHOWN HERE FOR CLARITY)

(3)-#14 SAE GRADE 5SMS EACH SIDE OF POSTFOR A TOTAL OF (6) SMS

PER CONNECTION, TYP.

B-CLIP

C-CLIP

D-CLIP

ALL ALLOWABLE POST HEIGHTS; POST SPACING ≤6 FT MAX O.C.

WIND SPEED &EXPOSURE

3x3FLUTED

3"x3"x0.093"

3"x3"x0.125"

4x4FLUTED

4"x4"x0.125"

130 B, 130 C,140 B, 155 B A-CLIP A-CLIP A-CLIP C-CLIP C-CLIP

165 B, 165 C,170 B, 170 C,

180 CB-CLIP B-CLIP B-CLIP D-CLIP D-CLIP

HOST ATTACHED POST BASE:CONCRETE & WOOD SUBSTRATE(FOR USE WITH ALUMINUM U-CLIPS)

U-CLIP SCHEDULE:(SEE HOST ATTACHED POST BASE SCHEDULE FOR APPLICABILITY OFTHESE CLIP TYPES)

38"Ø HILTI KWIK BOLT 3 WITH

112"Ø WASHER, 31

2" EMBED, 9"MIN. EDGE DISTANCE, 4.95"MIN SPACING FOR 3" POSTSAND 5.95" MIN SPACING FOR4" POSTS, TYP.

3KSI MIN.CONC.

TYPE 1

ANCHORCONNECTION TYPE

EXTRUSIONTYPE

(2)-3"x3"x14"

ANGLES

1 PERANGLE

(2 TOTAL)

ANCHORDESCRIPTION

ANCHOR(QTY.)

WOOD(G=0.55 MIN)

SUBSTRATE

TYPE 2

TYPE 3

ALUMINUM TIE-DOWN ANGLE DIRECTIVE:(SEE HOST ATTACHED /FREE STANDING POST BASE TIE-DOWNSCHEDULE FOR APPLICABILITY OF THESE CLIP TYPES)

(4)-3"x3"x14"

ANGLES

(2)-4"x4"x14"

ANGLES3/8"Ø LAG SCREWS WITH 11

2"ØMIN WASHER, 23

8" MIN.THREAD PENETRATION, 3

4"EDGE DISTANCE, 4.95" MIN.SPACING FOR 3" POSTS AND5.95" MIN. SPACING FOR 4"POSTS, TYP.

ALL ALLOWABLE POST HEIGHTS; POST SPACING >6 FT O.C.

WIND SPEED &EXPOSURE

3x3FLUTED

3"x3"x0.093"

3"x3"x0.125"

4x4FLUTED

4"x4"x0.125"

130 B, 130 C,140 B, 155 B TYPE-1

165 B, 165 C,170 B, 170 C,

180 C

HOST ATTACHED POST BASE TIE-DOWN TYPESCHEDULE: CONCRETE & WOOD SUBSTRATE(FOR USE WITH ALUMINUM TIE-DOWN ANGLES)

TYPE-1 TYPE-1 TYPE-3 TYPE-3

TYPE-2 TYPE-2 TYPE-2 TYPE-4 TYPE-4

TYPE 3 (4)-4"x4"x14"

ANGLES

3" = 1'-0" DETAIL

TIE-DOWN CONNECTIONALUMINUM ANGLE

3" OR 4" POST PERSCHEDULE,TYP.

ANCHORS PERSCHEDULE,TYP.

HOST SUBSTRATEPER SCHEDULE,TYP.

14" THICK

EQUAL LEGEXTRUSIONTYPE PERSCHEDULE,TYP.

NOTE: EXTRUSION & NUMBEROF ANGLES MAY VARY

(3"x3"x14" ANGLE SHOWN

HERE FOR CLARITY)

(4)-#14 SAE GRADE 5SMS EA VERTICAL LEG OF

ANGLE SECURED TOPOST PER SCHEDULE,

TYP.

VARIESPER

SCHEDULE

HOST ATTACHED SYSTEMSPOST SPACING ≤6 FT MAX O.C.

HOST ATTACHED SYSTEMSPOST SPACING >6 FT MAX O.C.

DIRECTION OF ROOFCLEAR SPAN ABOVE

DIRECTION OF ROOFCLEAR SPAN ABOVE

3" = 1'-0" DETAIL

TIE-DOWN CONNECTIONALUMINUM ANGLE

3" OR 4" POST PERSCHEDULE,TYP.

HOST SUBSTRATEPER SCHEDULE,TYP.

14" THICK

EQUAL LEGEXTRUSIONTYPE PERSCHEDULE,TYP.

NOTE: EXTRUSION MAY VARY(3"x3"x1

4" ANGLE SHOWNHERE FOR CLARITY)

(4)-#14 SAE GRADE 5SMS EA VERTICAL LEG OF

ANGLE SECURED TOPOST PER SCHEDULE,

TYP.

VARIESPER

SCHEDULE

POST SPACING>6 FT O.C.

3x3 FLUTED 4x4 FLUTED 4"x4" x0.125"

TYPE-2� ALL WIND SPEEDS

& EXPOSURES� ALL ALLOWABLE

POST HEIGHTS PERSCHEDULE

TYPE-2� ALL WIND SPEEDS

& EXPOSURES� ALL ALLOWABLE

POST HEIGHTS PERSCHEDULE

TYPE-2� 130 B, 130 C, 140

B, 155 B� ALLOWABLE POST

HEIGHTS UP TO9'-0" MAX PERSCHEDULE

TYPE-2� 155 C� ALLOWABLE POST

HEIGHTS UP TO8'-0" MAX PERSCHEDULE

TYPE-2� 170 C� ALLOWABLE POST

HEIGHTS UP TO7'-0" MAX PERSCHEDULE

TYPE-2� ALL WIND SPEEDS

& EXPOSURES� ALL ALLOWABLE

POST HEIGHTS PERSCHEDULE

TYPE-2� WIND SPEEDS "130

C" AND GREATER.� ALL ALLOWABLE

POST HEIGHTS PERSCHEDULE

*VALUES ARE NOTAPPLICABLE

POST SPACING≤6 FT O.C.

POST SPACING

FREE STANDING SYSTEMSW/ VARYING POST SPACING

FREE STANDING POST BASE TIE-DOWN TYPESCHEDULE: CONCRETE & WOOD SUBSTRATE(FOR USE WITH ALUMINUM TIE-DOWN ANGLES)

AS DIMENSIONEDON SHEET 3

(6)PER CLIP

(4)PER CLIP

(6)PER CLIP

1 PERANGLE

(4 TOTAL)

1 PERANGLE

(2 TOTAL)

1 PERANGLE

(4 TOTAL)

7" FOR 3" POSTS8" FOR 4" POSTS

1" FOR 3" ANGLE2" FOR 4" ANGLE

1" FOR 3" ANGLE2" FOR 4" ANGLE ANCHORS PER

SCHEDULE,TYP.

7" FOR 3" POSTS8" FOR 4" POSTS

NOTE:*ALL AVAILABLE POSTS PER POST DESIGN SCHEDULES THAT ARE NOT LISTED INTHIS FREE STANDING TIE-DOWN SCHEDULE SHALL BE ATTACHED TO THE HOSTSTRUCTURE THROUGH AN ALTERNATE METHOD PER SEPARATE CERTIFICATION.

AMPLE

SAMPLE

MPEEEEEEEEE

NS WITHS WITH1133

P44" EMBED," EMBED,

CE, 1CE, 111

P22" MIN." MI

AG SCREWS WITH G SCREWS 3 P4"ØWASHER, 2SHER, 211 P22" MIN.READ PENETRATION, ENETRATIO 3 P4"EDGE DISTANCE, 1NCE, 111 P22" MIN." M

SPACING.SPA PMPPMSSSSSSSSSSSSSSSSSSSSSSSSSASASATYPE 1SA

ANCHORCONNECTION TYPECONNECTION TYPEAEXTRUSIONEXTRUSIO

TYPETYPE

(2)-3"x3"x2)-3"x3 1A4"ANGLESANGLE

1 PERANGL

(2 TOSANCHOR(QTY.)ASUB

SATYPE 2

TYPE 3PE 3

ALUMINUM TIE-DOWN ANGLE DIRECTIVEUM TIE-DOWN ANGLE DIRECT(SEE HOST ATTACHED /FREE STANDING POST BASE TIE-DTACHED /FREE STANDING POST BASE TIE-DSCHEDULE FOR APPLICABILITY OF THESE CLIP TYPES)APPLICABILITY OF THESE CLIP TYPES)

(4)-3"x3"xx3"x1

ANGLELSASSAMPMMPMPMMMPMPAAAMAMAMAMAMAMAMAMMMAMAMAMAM

IGHTS; POST SPACING >6 FT O.C.GHTS; POST SPACING >6 FT O.C.

TED3"x3"3"x3"

x0.093"x0.093"3"x3"3"x3"

x0.125"x0.125"4x4

FLUTEDFLU4"x4""x4"

x0.125"25"

TYPE-1

165 C,165 C,B, 170 C,, 170 C,180 C80 C MP

E TIE-DOWN TYPEN TYPE

MPWOOD SUBSTRATERATE

OWN ANGLES)

TYPE-1 TYPE-1TYPE- TYPE-3 TYPE-3YPE-3 TYPE-3

TYPE-2 TYPE-2 TYPE-2TYPE-2 TYPE-2 TYPE-2 TYPE-4 TYPE-4TYPE-

TSSTAILTAIL

TIONN

YP.

& NUMBERUMBERAY VARYRY

GLE SHOWNOWNARITY)Y) S

EEEEEEEEELEEELEEELEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEHOST SUBSTRATEPER SCHEDULE,TYP.LELELEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

(4)-#14 SAE GRADE 54)-#14 SAMS EA VERTICAL LEG OFMS EA VER

ANGLE SECURED TOANGPOST PER SCHEDULE,POST PER SCHEDULE,

TYP.TYP.EEELEELELEEEEEEEEEELELELELELELELELELEVARIESPER

SCHEDULE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEPPPLE

PPPPE

MSMS

EPACINGPACING

EPFREE STAPSCHED

(FOR U

SSSSSSSSSSSSSSSSSSSSS

ELELELEEEEEEEEEELELELELELELELELELE1" FOR 3" ANGLER 3" ANGLE2" FOR 4" ANGLE" ANGLE

LELELELELELELELELELELELELELEELEELEELEELEELEELEELEELEELEEELEELELELELELE

TABLES 1-8 NOTES:1) 2015 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES.2) TABLES 1-8 CONSIDER A MAXIMUM ROOF CLEAR SPAN OF 12'-0".3) TABLES 1-6 ARE TO BE USED FOR ROOF OVER OPEN STRUCTURES THAT ARE FREE-STANDING AS

ILLUSTRATED IN DETAIL 3/1 ON SHEET 1.4) TABLES 7-8 ARE TO BE USED FOR ROOF OVER OPEN STRUCTURES THAT ARE HOST ATTACHED AS

ILLUSTRATED IN DETAIL 2/1 ON SHEET 1.5) MAXIMUM ALLOWABLE POST HEIGHT IS 10 FT.6) DEFLECTION LIMIT = L/120.7) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT ADDED TO HALF THE DISTANCE TO THE

RIGHT OF THE BEAM (AVERAGE COLUMN SPACING).8) VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT ON KNEEWALLS OR OTHER

SUPPORTING STRUCTURES (CERTIFIED BY OTHERS).9) LOADING CRITERIA CONSIDERED IS THE GOVERNING CASE OF THE FOLLOWING SCENARIOS:

2PSF ROOF DEAD LOAD, 30 PSF MINIMUM SOLID ROOF LIVE LOAD, SOLID ROOF WIND LOADS PERDESIGN CRITERIA IN GENERAL NOTES.

HOST ATTACHED SYSTEMS

FREE STANDING SYSTEMS

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FLTABLE 1:FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 130MPH, Exp 'B'

FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 130MPH, Exp 'C', 140MPH, EXP 'B'

FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 140MPH, Exp 'C', 155 MPH, EXP 'B'

FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 155MPH, Exp 'C', 165 MPH, EXP 'B'

FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 165MPH, Exp 'C', 170MPH, Exp 'C'

FREE STANDING SYSTEM ALLOWABLE POST HEIGHT: 180MPH, Exp 'C'

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 7'-0" 6'-2" 4'-2" N/A N/A N/A N/A3"x3"x0.093" POST 9'-7" 9'-0" 8'-4" 7'-8" 7'-4" 6'-9" 6'-7"3"x3"x1/8" POST 10'-0" 9'-10" 9'-4" 8'-8" 8'-4" 7'-9" 7'-6"4"x4" FLUTED POST 10'-0" 10'-0" 9'-4" 8'-5" 7'-7" 6'-11" 6'-4"4"x4"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 6'-10" 5'-9" 4'-2" N/A N/A N/A N/A3"x3"x0.093" POST 9'-0" 8'-6" 7'-10" 7'-2" 6'-11" 6'-4" 6'-2"3"x3"x1/8" POST 9'-10" 9'-3" 8'-9" 8'-1" 7'-10" 7'-3" 7'-0"4"x4" FLUTED POST 10'-0" 9'-0" 7'-11" 7'-1" 6'-5" 5'-10" 5'-4"4"x4"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 6'-0" 5'-0" 4'-2" N/A N/A N/A N/A3"x3"x0.093" POST 8'-7" 8'-1" 7'-5" 6'-10" 6'-6" 6'-0" 5'-10"3"x3"x1/8" POST 9'-4" 8'-9" 8'-4" 7'-8" 7'-5" 6'-10" 6'-8"4"x4" FLUTED POST 9'-1" 7'-11" 6'-11" 6'-2" 5'-6" 5'-0" 4'-7"4"x4"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-10" 9'-6"

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 5'-0" 4'-2" N/A N/A N/A N/A N/A3"x3"x0.093" POST 8'-1" 7'-4" 6'-11" 6'-5" 5'-11" 5'-8" N/A3"x3"x1/8" POST 8'-9" 8'-3" 7'-10" 7'-3" 6'-8" 6'-5" 6'-0"4"x4" FLUTED POST 7'-9" 6'-8" 5'-10" 5'-2" 4'-8" 4'-2" 3'-10"4"x4"x1/8" POST 10'-0" 10'-0" 10'-0" 9'-11" 9'-6" 9'-3" 8'-11"

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 4'-3" 3'-7" N/A N/A N/A N/A N/A3"x3"x0.093" POST 7'-7" 6'-11" 6'-4" 6'-0" 5'-6" 5'-2" N/A3"x3"x1/8" POST 8'-3" 7'-9" 7'-2" 6'-10" 6'-4" 6'-1" 5'-8"4"x4" FLUTED POST 6'-8" 5'-9" 5'-0" 4'-5" 3'-11" 3'-6" 3'-2"4"x4"x1/8" POST 10'-0" 10'-0" 9'-9" 9'-4" 9'-0" 8'-8" 8'-5"

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 3'-10" 3'-2" 0'-1" N/A N/A N/A N/A3"x3"x0.093" POST 7'-4" 6'-8" 6'-1" 5'-7" 5'-1" N/A N/A3"x3"x1/8" POST 8'-0" 7'-6" 6'-11" 6'-4" 6'-1" 5'-7" 5'-5"4"x4" FLUTED POST 6'-1" 5'-2" 4'-6" 3'-11" 3'-6" 3'-2" 2'-10"4"x4"x1/8" POST 10'-0" 9'-10" 9'-4" 9'-0" 8'-8" 8'-4" 8'-1"

HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT: 130MPH, Exp 'B' TO 155MPH, Exp 'B' HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT: 155MPH, Exp 'C', 180 MPH, EXP 'C'

POST TYPE POST SPACING4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

3"x3" FLUTED POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-0" 9'-0"3"x3"x0.093" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"3"x3"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"4"x4" FLUTED POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"4"x4"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

POST TYPEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"3"x3" FLUTED POST 10'-0" 10'-0" 10'-0" 9'-0" 9'-0" 8'-0" 8'-0"3"x3"x0.093" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"3"x3"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"4"x4" FLUTED POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"4"x4"x1/8" POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

TABLE 2:

TABLE 3: TABLE 4:

TABLE 5: TABLE 6:

TABLE 7: TABLE 8:

ROOF

SPAN

*THIS DETAIL APPLIES TOBOTH HOST ATTACHED AND

FREE-STANDING ROOFOVER OPEN STRUCTURES

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)SAMPLE

WABLE STRESS DESIGN METHOD USED IN ALL TABLES.BLE STRESS DESIGN METHOD USED IN ALL TABLESOF CLEAR SPAN OF 12'-0".LEAR SPAN OF 12'-0".

OF OVER OPEN STRUCTURES THAT ARE FREE-STANDING ASER OPEN STRUCTURES THAT ARE FREE-STANDING AST 1.

OVER OPEN STRUCTURES THAT ARE HOST ATTACHEDER OPEN STRUCTURES THAT ARE HOST ATTACHE

LEFT ADDED TO HALF THE DISTAHE DISTA

D TO BE BUILT ON KNETO BE BUILT ON KNE

OF THE FOLLOTHE FAD, SOL

MEEEEEEEE

IGHT: 155MPH, Exp 'C', 165GHT: 155MPH, Exp 'C',

LESTEM ALLOWABLE POST HEIGHT: 165MPH, Exp 'C', 1 ALLOWABLE POST HEIGHT: 165MPH, Exp 'C', p

MPFREE STANDING SYSTEM ALLOWABLE POST HESTANDING SYSTEM A

MMMMMM6"

EEEEEEEELLLELELELELELEEEEEEELELELELELELELELEPOST SPACINGPO

" 6'-0" 7'-0" 8'-0" 9'-0"6'-0" 7'-0" 8'-0"-2" N/AN/A N/A N/AN/A N/A N/A

7'-4" 6'-11" 6'-5" 5'-11"'-11" 6'-5" 5' 5'-8" N/AN/A6'-5" 6'-06'-08'-3" 7'-10" 7'-3" 6'-8"0" 7'-3"

9" 6'-8" 5'-10" 5'-2" 4'-8"5'-2" 4'-2"-2" 3'39'-3"9'-3"10'-0" 10'-0" 10'-0" 9'-11" 9'-6"9'-11"

LELELLPLPLPLPLLELEPLPLPLPLPLPLPLPLLLLLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL

PEPOST SPACING

4'-0" 5'-0" 6'-0" 7'-0" 8'--0" 5'-0" 6'-0" 7'-0"D POSTPOST 4'-3" 3'-7"3'-7 N/A N/AN/A

93" POST3" POST 7'-7" 6'-11" 6'-4" 6'-0"6'-11" 6'-4" 6'-0"1/8" POST/8" POST 8'-3" 7'-9"8'-3" 7'-9" 7'-2" 6'-106'-1

4" FLUTED POST" FLUTED 6'-8" 5'-9" 5'-0" 46'-8" 5'-9" 5'-0""x4"x1/8" POSTx4"x1/8" 10'-0" 10'-0" 9'-9"10'-0" 10'-0" 9'-9"

MMMPMPMPMPPPPPPPPPMMMPMPPPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMPMMMMPOST TYPEOST TYPE

4'-0" 5'-03"x3" FLUTED POST3"x3" FLUTED POST 3'-10" 33"x3"x0.093" POST3"x3"x0.093" POST 7'-4"3"x3"x1/8" POSTx3"x1/8" 8'-0"4"x4" FLUTED POST4"x4" FLUTED 6'64"x4"x1/8" POST4"x4"x1/8" POST

AM'B' TO 155MPH, Exp 'B' MHOST ATTACHOST ATTA

AMAMAMAMAMAMAMAMAMAMSSSASASASAAAAMAMAMAMAASASASA

8'-0" 9'-0" 10'-0"-0" 9'-0" 110'-0" 9'-0" 9'-0"0" 9'-0" 9'-0"

-0" 10'-0" 10'-0" 10'-0"" 10'-0" 10'-0"10'-0" 10'-0" 10'-0" 10'-0"10'-0" 10'-0"10'-0" 10'-0" 10'-0" 10'-0"10'-0" 10'-0"

0" 10'-0" 10'-0" 10'-0" 10'-0"10'-0" 10'-0

SAMMMMMMMMMMMM3"x

PTABLE 6:ABLE 6

MTABLE 8:TABLE 8

FREE STANDING & HOST ATTACHED SYSTEMS

TABLES 9-14 NOTES :1) 2015 ALUMINUM DESIGN MANUAL, ALLOWABLE STRESSDESIGN METHOD USED IN ALL TABLES.2) TABLES 9-14 ARE TO BE USED FOR ROOF OVER OPENSTRUCTURES THAT EITHER FREE-STANDING OR HOSTATTACHED AS ILLUSTRATED ON SHEET 1.3) MAXIMUM ALLOWABLE EAVE BEAM SPAN IS 12 FT.4) DEFLECTION LIMIT = L/120 PER TABLE 1604.3 OF THEFBC.5) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFTADDED TO HALF THE DISTANCE TO THE RIGHT OF THE BEAM(AVERAGE COLUMN SPACING).6) VALUES BELOW ALLOWABLE CEILING HEIGHTINTENDED TO BE BUILT ON KNEEWALLS OR OTHERSUPPORTING STRUCTURES (CERTIFIED BY OTHERS).7) LOADING CRITERIA CONSIDERED IS THE GOVERNINGCASE OF THE FOLLOWING SCENARIOS: 2PSF ROOF DEADLOAD, 30 PSF MINIMUM SOLID ROOF LIVE LOAD, SOLIDROOF WIND LOADS PER DESIGN CRITERIA IN GENERALNOTES.

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FLALLOWABLE EAVE BEAM SPAN: 130MPH, Exp 'B'

ALLOWABLE EAVE BEAM SPAN: 155MPH, Exp 'C', 165 MPH, EXP 'B'

ALLOWABLE EAVE BEAM SPAN: 130MPH, Exp 'C', 140MPH, EXP 'B'

ALLOWABLE EAVE BEAM SPAN: 165MPH, Exp 'C', 170MPH, Exp 'C'

ALLOWABLE EAVE BEAM SPAN: 140MPH, Exp 'C', 155 MPH, EXP 'B'

ALLOWABLE EAVE BEAM SPAN: 180MPH, Exp 'C'

TABLE 9: TABLE 10:

TABLE 11: TABLE 12:

TABLE 13: TABLE 14:

BEAM TYPEMAXIMUM ROOF SPAN

4'-0" 6'-0" 8'-0" 10'-0" 12'-0"2x4 SMB 6'-9" 5'-10" 5'-2" 4'-9" 4'-5"2x4 TILT BEAM 7'-3" 6'-3" 5'-7" 5'-1" 4'-9"2x5 SMB 8'-0" 6'-11" 6'-2" 5'-8" 5'-3"2X5 EDGE BEAM 11'-2" 10'-5" 9'-4" 8'-6" 7'-10"2x6 SMB 10'-1" 8'-9" 7'-10" 7'-2" 6'-7"2x7 SMB 10'-5" 9'-0" 8'-1" 7'-4" 6'-10"2x8 SMB 12'-0" 12'-0" 12'-0" 11'-7" 10'-9"2x9 SMB 12'-0" 12'-0" 12'-0" 12'-0" 11'-11"6.7" C-BEAM 9'-9" 9'-9" 9'-9" 9'-2" 8'-9"2"x7" EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 11'-3''2"x7" REINFORCED EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"2x10 SMB 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

BEAM TYPEMAXIMUM ROOF SPAN

4'-0" 6'-0" 8'-0" 10'-0" 12'-0"2x4 SMB 6'-9" 5'-10" 5'-2" 4'-9" 4'-5"2x4 TILT BEAM 7'-3" 6'-3" 5'-7" 5'-1" 4'-9"2x5 SMB 8'-0" 6'-11" 6'-2" 5'-8" 5'-3"2X5 EDGE BEAM 11'-2" 10'-5" 9'-4" 8'-6" 7'-10"2x6 SMB 10'-1" 8'-9" 7'-10" 7'-2" 6'-7"2x7 SMB 10'-5" 9'-0" 8'-1" 7'-4" 6'-10"2x8 SMB 12'-0" 12'-0" 12'-0" 11'-7" 10'-9"2x9 SMB 12'-0" 12'-0" 12'-0" 12'-0" 11'-11"6.7" C-BEAM 9'-9" 9'-9" 9'-9" 9'-2" 8'-9"2"x7" EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 11'-3''2"x7" REINFORCED EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"2x10 SMB 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

POST TYPEMAXIMUM ROOF SPAN

4'-0" 6'-0" 8'-0" 10'-0" 12'-0"2x4 SMB 6'-8" 5'-9" 5'-2" 4'-8" 4'-4"2x4 TILT BEAM 7'-2" 6'-2" 5'-6" 5'-1" 4'-8"2x5 SMB 7'-11" 6'-10" 6'-2" 5'-7" 5'-2"2X5 EDGE BEAM 11'-1" 10'-4" 9'-3" 8'-5" 7'-10"2x6 SMB 10'-0" 8'-8" 7'-9" 7'-1" 6'-7"2x7 SMB 10'-4" 8'-11" 8'-0" 7'-3" 6'-9"2x8 SMB 12'-0" 12'-0" 12'-0" 11'-6" 10'-7"2x9 SMB 12'-0" 12'-0" 12'-0" 12'-0" 11'-9"6.7" C-BEAM 9'-0" 9'-0" 9'-0" 9'-0" 8'-9"2"x7" EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 11'-2''2"x7" REINFORCED EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"2x10 SMB 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

BEAM TYPEMAXIMUM ROOF SPAN

4'-0" 6'-0" 8'-0" 10'-0" 12'-0"2x4 SMB 6'-5" 5'-7" 5'-0" 4'-6" 4'-2"2x4 TILT BEAM 6'-11" 6'-0" 5'-4" 4'-11" 4'-6"2x5 SMB 7'-8" 6'-7" 5'-11" 5'-5" 5'-0"2X5 EDGE BEAM 10'-11" 10'-0" 8'-11" 8'-2" 7'-6"2x6 SMB 9'-8" 8'-4" 7'-6" 6'-10" 6'-4"2x7 SMB 9'-11" 8'-7" 7'-8" 7'-0" 6'-6"2x8 SMB 12'-0" 12'-0" 12'-0" 11'-1" 10'-3"2x9 SMB 12'-0" 12'-0" 12'-0" 12'-0" 11'-5"6.7" C-BEAM 8'-3" 8'-3" 8'-3" 8'-3" 8'-3"2"x7" EDGE BEAM 12'-0" 12'-0" 12'-0" 11'-8'' 10'-9''2"x7" REINFORCED EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"2x10 SMB 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

BEAM TYPEMAXIMUM ROOF SPAN

4'-0" 6'-0" 8'-0" 10'-0" 12'-0"2x4 SMB 5'-10" 5'-1" 4'-6" 4'-2" 3'-10"2x4 TILT BEAM 6'-4" 5'-5" 4'-11" 4'-5" 4'-1"2x5 SMB 7'-0" 6'-0" 5'-5" 4'-11" 4'-7"2X5 EDGE BEAM 10'-5" 9'-1" 8'-1" 7'-5" 6'-10"2x6 SMB 8'-10" 7'-8" 6'-10" 6'-3" 5'-9"2x7 SMB 9'-1" 7'-10" 7'-0" 6'-5" 5'-11"2x8 SMB 12'-0" 12'-0" 11'-1" 10'-1" 9'-4"2x9 SMB 11'-6" 11'-6" 11'-6" 11'-2" 10'-5"6.7" C-BEAM 7'-6" 7'-6" 7'-6" 7'-6" 7'-6"2"x7" EDGE BEAM 12'-0" 12'-0" 11'-8'' 10'-7'' 9'-10''2"x7" REINFORCED EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0"2x10 SMB 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

BEAM TYPEMAXIMUM ROOF SPAN

4'-0" 6'-0" 8'-0" 10'-0" 12'-0"2x4 SMB 5'-6" 4'-9" 4'-3" 3'-11" 3'-7"2x4 TILT BEAM 5'-11" 5'-2" 4'-7" 4'-2" 3'-11"2x5 SMB 6'-7" 5'-8" 5'-1" 4'-8" 4'-4"2X5 EDGE BEAM 9'-11" 8'-7" 7'-8" 7'-0" 6'-6"2x6 SMB 8'-4" 7'-2" 6'-5" 5'-10" 5'-5"2x7 SMB 8'-7" 7'-5" 6'-7" 6'-1" 5'-7"2x8 SMB 11'-7" 11'-7" 10'-5" 9'-6" 8'-10"2x9 SMB 10'-10" 10'-10" 10'-10" 10'-7" 9'-9"6.7" C-BEAM 7'-1" 7'-1" 7'-1" 7'-1" 7'-1"2"x7" EDGE BEAM 12'-0" 12'-0" 10'-12'' 10'-0'' 9'-3''2"x7" REINFORCED EDGE BEAM 12'-0" 12'-0" 12'-0" 12'-0" 11'-4"2x10 SMB 12'-0" 12'-0" 12'-0" 12'-0" 12'-0"

12'-0"

EAVEBEAMSPAN

ROOF

SPAN

EAVE BEAM CLEAR SPANISOMETRIC DETAIL*

SPACING ISOMETRICEAVE-BEAM

*THIS DETAIL APPLIES TOBOTH HOST ATTACHED AND

FREE-STANDING ROOFOVER OPEN STRUCTURES

SAMPLEE

TABLES 9-14 NOTES4 NOTES :1) 2015 ALUMINUM DESIGN5 ALUMINDESIGN METHOD USED IN ALL TMETHOD2) TABLES 9-14 ARE TO BE USEDTABLES 9-14 ARE TO BE USEDSTRUCTURES THAT EITHER FREE-STASTRUCTURES THAT EITHER FREE-STAATTACHED AS ILLUSTRATED ON SHEATTACHED AS ILLUSTRATED ON SHE3) MAXIMUM ALLOWABLE EAVE 3) MAXIMUM ALLOWABLE EAVE4) DEFLECTION LIMIT = L/124) DEFLECTION LIMIT = L/12FBC.C.5) COLUMN SPACING IS COLUMN SPACING ISADDED TO HALF THE DISTO HALF THE DI(AVERAGE COLUMN SPE COLUMN S6) VALUES BELOWES BELOINTENDED TO BE BESUPPORTING SORTI7) LOADINLOADCASE OF TCASE OF LOAD, 3LOAD, ROOFROONONO

EEEEEEEEEMP

N: 155MPH, Exp 'C', 165 MPH, EXP 'B'N: 155MPH, Exp 'C', 165 MPH, EXP p

AC AALLOWABLE EAVE BEAM SPAN: 18BLE EAVE BEAM SPAN: 1AMTABLE 14:TABLE 14:

LLLLLPPPPPLPLPLPLLLLLLLLLLLLLPLPLPLPLPLPLPLPLPLPLPLPL-0"

4'-5"4'-9"5'-3"

-6" 7'-10"7'-2"7'-2" 6'-7"7'-4"7'-4" 6'-10"

0" 11'-7"1'-7" 10'-9"12'-0" 12'-0"0" 11'-11"11'-19'-9" 9'-2" 8'-9"9'-9" 9'-2" 8'-9"

12'-0" 12'-0" 11'-3''12'-0" 12'-0" 11'-3''0" 12'-0" 12'-0" 12'-0"" 12'-0" 12'-0" 12'-0"

2'-0" 12'-0" 12'-0" 12'-0"2'-0" 12'-0" 12'-0"

AAAAAA0"

AAMPMPMMMMMPMPMPMPMPMPMPMPMPMPMPMPPPPPMPMPMMMPMPMMMPMPMMMPMPMMMPMPMMMMMMMMMMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAMAM

MAXIMUM ROOF SPANMAXIMUM ROO4'-0" 6'-0" 8'-0" 10'-0" 12'-0"4'-0" 6'-0" 8'-6'-5" 5'-7" 5'-0" 4'-6"6'-5" 5'-7" 5'-0 4'-26'-11" 6'-0" 5'-4"6'-11" 6'-0" 5'-4" 4'-11" 47'-8" 6'-7" 5'-11" 5'-5"-8" 6'-7" 5'-11"

AM 10'-11" 10'-0" 8'-11" 8'-2"10'-11" 10'-0" 8'-11" 89'-8" 8'-4" 7'-6" 6'-9'-8" 8'-4" 7'-6" 6'

B 9'-11" 8'-7" 7'-8"9'-11" 8'-7" 7'-8"SMBMB 12'-0" 12'-0" 12'-0"2'-0" 12'-0" 12

x9 SMBMB 12'-0" 12'-0" 12'-0'-0" 12'-0" 12'-6.7" C-BEAMEAM 8'-3" 8'-3" 83" 8'-3" 82"x7" EDGE BEAMBEAM 12'-0" 12'-0"12'-0"2"x7" REINFORCED EDGE BEAMCED EDGE 12'-0" 12'-0"12'-0" 12x10 SMB 12'-0" 12'-02'-0" 12

ASAAASASASASASSSSSSSASASASASASASASASASASASASASASASASASASSSSSSSSSSF SPAN

0" 10'-0" 12'-0"4'-6"6 4'-2"4 3'-10"4'-11"4'-11" 4'-5"4'-5" 4'-1"5'-5"5'-5" 4'-11" 4'-7"4'-1

1" 8'-1" 7'-5" 6'-10"" 87'-8" 6'-10" 6'-3" 5'-9"-8" 6'-10" 6'-3" 57'-10" 7'-0" 6'-5" 5'-11"-10" 7'-0" 6'-5" 5'-11"12'-0"2'-0" 11'-1" 10'-1" 9'-4"10'-1" 9'-4"11'-6" 11'-6"'-6" 11'-6" 11'-2"11'-2" 10'-5""7'-6" 7'-6" 7'-6" 7'-6"6" 7'-6" 7

0" 11'-8'' 10'-7'' 9'-10''11'-8'' 10'-7'' 9'-10''12'-0" 12'-0"12'-0" 12'-0" 12'-0"2'-0"SASAAAAASASASASASASAAASASAAASASAAASASAAASASASASASASASSSS

BEAM TYPEBEAM TYPE

2x4 SMB2x4 SMB2x4 TILT BEAM2x4 TI2x5 SMB2x52X5 EDGE BEAM2X5 2x6 SMB2x6 SM2x7 SMB2x7 SM2x8 SMBx8 SMB2x9 SM9 SM6.7" 2

12'-0"0"