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HomeMy WebLinkAboutBuilding PlansDESIGN CRITERIA: APPLICABLE CODES, REGULATIONS & STANDARDS 1. THE 2020 FLORIDA BUILDING CODE, SPECIFICALLY CHAPTER 16 STRUCTURAL DESIGN, CHAPTER 20 ALUMINUM & CH. 23 WOOD. 2. AA ASM 35 & SPECIFICATIONS FOR ALUMINUM STRUCTURES, PART 1-A OF THE ALUMINUM DESIGN MANUAL PREPARED BY THE ALUMINUM ASSOCIATION, INC. WASHINGTON D.C. 2005 ED. 3. ASCE 7-16 & SE17 4. NDS NATIONAL DESIGN SPECIFICATION FOR WOOD. 5. AC1318 CONCRETE REFERENCE MANUAL. WIND LOADS 1. BUILDING OCCUPANCY CATEGORY, PARAGRAPH 1604.5 & TABLE 1604.5: RISK CATEGORY II. 2. BASIC WIND SPEED, TABLE 1609C, STATE OF FLORIDA DEBRIS REGION & BASIC WIND SPEED, PARAGRAPH 1620.2 & TABLE 1620.2 EQUIVALENT BASIC WIND SPEED: 170 MPH EXPOSURE CATEGORY, PARAGRAPH 1609.4.3: D 3. WIND LOADS PER FBC TABLE 2002.4 (MWFRS) VULT = 170 MPH & EXPOSURE = D FOR 20 X 20 X 0.013" MESH SCREEN HORIZONTAL PRESSURES ON WINDWARD SURFACES = 66 PSF HORIZONTAL PRESSURES ON LEEWARD SURFACES = 52 PSF VERTICAL PRESSURES ON SCREEN SURFACES = 18 PSF VERTICAL PRESSURES ON SOLID SURFACES = 54 PSF FOR 18 X 14 X 0.01 &' MESH SCREEN, APPLIED FACTOR = .88 FOR ALLOWABLE STRESS DESIGN, APPLIED FACTOR = .6 FOUNDATION DESIGN FOOTING SIZE EXISTING CONCRETE SLAB. NO ADDITIONAL FOOTING OR FOUNDATION SYSTEM IS REQUIRED BY THE PROPOSED CONSTRUCTION IF A MINIMUM 4" CONCRETE SLAB IS PROVIDED IN SOUND CONDITION, FREE FROM STRUCTURAL CRACKING, SPALLING & OTHER DETERIORATION. SPECIFICATIONS THE FOLLOWING SPECIFICATIONS ARE APPLICABLE TO THIS PROJECT: 1. WHERE CONCRETE SPECIFICATIONS ARE REQUIRED, WHETHER IN THE SCREEN ENCLOSURE SCOPE OF NOT, BY ONE OR MORE REGULATORY AGENCY, THE FOLLOWING SPECIFICATIONS ARE APPLICABLE: a. CONCRETE SHALL CONFORM TO ASTM C94 FOR THE FOLLOWING COMPONENTS: i. PORTLAND CEMENT TYPE 1 - ASTM C 150 ii AGGREGATES - LARGE AGGREGATE 3/4 MAX. - ASTM C 33 III. AIR ENTRAINING +/- 1 %- ASTM C 260 iv. WATER REDUCING AGENT - ASTM C 494 v. CLEAN PORTABLE WATER vi. OTHER ADMIXTURES NOT PERMITTED b. METAL ACCESSORIES SHALL CONFORM TO: I. REINFORCING BARS - ASTM A615, GRADE 60 ii. WELDED WIRE FABRIC - ASTM A185 c. CONCRETE SLUMP AT DISCHARGE CHUTE NOT LESS THAN 3" OR MORE THAN 5". WATER ADDED AFTER BATCHING IS NOT PERMITTED. d. PREPARE & PLACE CONCRETE PER AMERICAN CONCRETE INSTITUTE MANUAL OF STANDARD PRACTICE, PART 1, 2, & 3 INCLUDING HOT WHEATHER RECOMMENDATIONS. e. MOIST CURE OR POLYETHYLENE CURING PERMITTED. f. PRIOR TO PLACING CONCRETE, TREAT THE ENTIRE SUBSURFACE AREA FOR TERMITES IN COMPLIANCE WITH THE FBC. FOR RISK CATEGORY II, III, & IV STRUCTURES ONLY. g. CONCRETE SLAB SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER. (SLAB ONLY) 2. WHEN PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT 3. WHEN APPLICABLE FOR NEW SLAB ADDITION TO ADJACENT DRILL & EPDXY #4 X 8" REBAR INTO EX. FOUNDATION EMBED 4" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) 48" O.C. TYP. ALL LOCATIONS 4. WHEN APPLICABLE FOR NEW FOOTER TO EXISTING, DRILL & EPDXY NEW STEEL INTO EX. FOUNDATION WITH EMBED 6" MIN W/ NON -SHRINKING SIMPSON EPDXY -TIE (OR EQUAL) TYP. ALL LOCATIONS 5. MINIMUM CONCRETE STRENGTH 3000 PSI UNLESS OTHERWISE NOTED. ALUMINUM SPECIFICATIONS 1. ALUMINUM EXTRUSIONS SHALL BE 6005 T5 ALLOY UNLESS OTHERWISE NOTED. 2. ALL SELF MATING BEAM SECTIONS ARE TO BE STITCHED WITH # 12 SCREWS 6" FROM ENDS & 24" CENTER TO CENTER. 3. ROOF BRACING SHALL BE A MINIMUM 2X2"X.050". 4. THE MINIMUM NORMAL THICKNESS OF PROTECTOR PANELS (KICKPLATES) SHALL BE AN INDUSTRY STANDARD OF 0.024 INCHES. 5. VINYL AND ACRYLIC PANELS SHALL BE REMOVED WHEN WIND SPEEDS EXCEED 75 MPH PER FBC. 6. SCREEN MATERIAL SHALL BE 18/14 SCREEN UNLESS APPROVED BY FLORIDA ENGINEERING LLC. 5. 1"X2" & 1"X3" NON STRUCTURAL MEMBERS MAY BE USED INTERCHANGEABLY. FASTENER SPECIFICATIONS 1. FASTENERS ARE REQUIRED TO BE SAE GRADE 2 OR BETTER ZINC PLATED. (CONCRETE ANCHORS ARE TO BE TAPCONS OR BETTER, INSTALLED TO MFG. SPECIFICATIONS) 2. IT IS THE OWNERS RESPONSIBILITY TO MAINTAIN THE SCREENS, FASTENERS AND SCREENS TO MANUFACTURING SPECIFICATIONS. 3. WHERE WOOD DECK IS PRESENT USE 1 /4" X 3-1/2" GALV. LAG SCREWS IN LIEU OF MASONRY ANCHORS. UNLESS OTHERWISE SPECIFIED. 4. 172" NON STRUCTURAL MEMBERS ATTACHED TO HOST A. FOR MASONRY/CONCRETE APPLICATION USE GALVANIZED 1 /4" X 2-3/4" TAPCONS OR EQUAL AT 24" O.C. AND 6" FROM ENDS B. FOR WOOD APPLICATION USE #14 X 2-3/4" WOOD SCREW AT 24" O.C. AND 6' FROM ENDS. C. FOR ALUMINUM APPLICATION USE #10 X 1-1/2" SMS OR TEK SCREW AT 24" O.C. AND 6" FROM ENDS D. WHERE 1"X2" INSTALLED THROUGHOUT AN "OPEN VIEW" SPACING SHALL BE REDUCED TO 1 W O.C. AND 6" FROM ENDS MASONRY SPECIFICATIONS 1. CONCRETE MASONRY UNITS (CMU) SHALL BE STANDARD HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON TYPE M OR S MORTAR. 2. ALL MORTAR SHALL BE TYPE M OR S. 3. ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE MAXIMUM COARSE AGGREGATE SIZE OF 3/8". A. PROVIDE CLEAN -OUTS FOR REINFORCED CELLS CONTAINING REINFORCEMENT WHEN GROUT POUR EXCEEDS 5:0" IN HEIGHT. MISCELLANEOUS 1. SCREENED ENCLOSURES CONTAINING SWIMMING POOLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF FBC R4501.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENTS. 2. ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A MANUFACTURED HOME, TRAILER HOME, OR PRE-FAB HOME. IF THE EXISTING STRUCTURE IS ONE OF THESE, A SEPERATE 4TH WALL SUPPORT SYSTEM IS SO TO BE ENGINEERED SO THAT NO ADDITIONAL LOADING IS PLACED ON THE MANUFACTURED HOME. 3. DOOR LOCATION MAY BE RELOCATED BY CONTRACTOR IN THE FIELD. 4. WHERE PAVERS ARE UNDER ALUMINUM MEMBERS, CONTRACTOR SHALL EPDXY TO DECK OR GROUT TO DECK w/3000 PSI GROUT WITH BONDING AGENT. 5. INTEGRITY OF EXISTING/ HOST STRUCTURE SHALL NOT BE COMPROMISED WITH THE ATTACHMENT OF THE PROPOSED STRUCTURE. 6. ALL 2X4 & GREATER ARE TO BE 2 x 4 SMB: 2"x4"x0.044"x0.100" UNLESS OTHERWISE INDICATED. RESPONSIBILITIES 1. ALL SITE WORK SHALL BE PERFORMED BY A LISCENED CONTRACTOR IN ACCORDANCE WITH APPLICABLE BUILDING CODES, LOCAL ORDANANCES, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. FOR FASTENERS WHICH ARE NOT VISIBLE AFTER INSTALLATION, THE CONTRACTOR SHALL VERIFY AND ENSURE INSTALLATION HAS BEEN ACCOMPLISHED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 3. FOR "PICTURE WINDOW" MODIFICATION TO EXISTING SCREEN ENCLOSURES, ALL OTHER "EXISTING SCREEN ENCLOSURE" FEATURES ARE TO MEET THE TYPICAL DETAILS AS PROVIDED IN THESE DETAILS. CONTRACTOR IS TO VERIFY & ASSURE EXISTING SCREEN ENCLOSURE IS STRUCTUALLY SOUND. ALUMINUM MEMBERS DIMENSIONS HOLLOW SECTIONS 2x2:2"x2'x0.059' 2x3:2"x3"x0.050" 2x4:2"x4"x0.059' 2x5:2"x5"x0.050" OPEN BACK SECTIONS 1 x2: 1"x2"x0.044" 1 x3: 1"x3"x0.045" SNAP SECTIONS 2X2SNAP: 2"x2"x0.045" 2X3SNAP: 2"x3"x0.050" 2x4SNAP: 2"x4"x0.045" SELF MATING (SMB) 2X4SMB: 2"x4"x0.046"x0.100" 2X5SMB: 2"x5"x0.050"x0.116" 2X6SMB: 2"x6"x0.050'x0.129' 2x7SMB: 2"x7"x0.055"x0.129' 2x8SMB: 2"x8"x0.072"x0.224" 2 x 9 SMB: 2" x 9" x 0.072" x 0.224" 2x9(H) SMB: 2"x9"x0.082"x0.306" 2 x 10 SMB: 2" x 10" x 0.092" x 0.374" DETAIL A �JAaJ i =� cq� C) p -= W CD H O' y ; z ���/11111111111�� � tbs-o�22 IE IE61 ED FOR CODE COMPLIANCE ST. LUCIE C®UNTY BOCC F ,. r o v- o a � N w GENERAL N?DTES AND SPECIFICATIONS: 1-THE STRUCTURES INDICATED HERIN ARE DESIGNED TO BE INSTALLED WITHIN MASONRY OR WOOD FRAME HOST STRUCTURES OF ADEQUTE STRUCTURAL CAPACITY. THE CONTRACTOR SHALL VERIFY THAT THE HOST STRUCTURE IS IN GOOD CONDITION AND OF SUFFICIENT STRENGTH TO SUPPORT THE PROPOSED ADDITION. 2-ALUMINUM EXTRUSIONS SHALL MEET THE STRENGTH REQUIREMENTS OF ASTM B221 AFTER POWDER COATING. 3-ALL ALUMINUM EXTRUSIONS ARE TO BE A MINIMUM 6063 T6 0 91-01, (V f' RE@ RE w rn �' pp i!!3XB 3" REC. o wr(M3' REC. 3X3X.125 N POST I - 8'-6" AND Ih4' ALUM FASCIA 11.SNT WIDTH EXTRUDED GUTTER BRACKET RHX.KNFN WOOD SCREW SHALL BE 3'RECEVER CHANNfl / LOF ONG LE MIN.) Q12S MIN.LONGIEGSHALLB@ ) q il4x3/dTECSCREWS �2dO.C. w/12)i13i/P 5M5D.C.SPACING I SPACING BACH SIDE 12. O.C. / INTO GUfIEt UP. STRAP G 24 .. MAX. 3 ALUM. ROOF j EXISTING HOST ST HERS) (DESIGNED BY OTHERS) #Wd SMS6ITO.C. 12) i 12 SMS (2) i14 WOOD SCREWS^@ 1• / SPACING 0 EACH GUHER BRACKET & (1)@ I@'O.C. MAX. MIN. EMBEDMENTSHALL BE T *CTP = CONTRACTOR TO PROVIDE FL APPROVED PRODUCTS TO WITHSTAND MAXIMUM DESIGN PRESSURES AS NOTED FLORIDA PRODUCT APPROVAL TABLE DESIGN PRESSURES PRODUCT MANUFACTURER FL# +PSF/-PSF HZWINDOW CTP CTP +45.OSPSF /-59.79PSF SLIDING GLASS DOOR CTP CTP +44.88 PSF/-59.45 PSF INSULATED PANEL CTP CTP +45.78 PSF/-61.24 PSF DOOR CTP CTP +45.60 PSF / -60.93 PSF 18" TRANSOM @ GUTTER (CRICKET) 2X6SM B 2X6SM B 1" N Ln N 2X8SMB C.B. X 23'-4 2 / X f X / rN1 1.0 p X HZ X X HZ m 00 �+ m m, WINDOW WINDOW X `r 311 REC. 31' REC. 3" REC. AREMIIIIIIIIIIIIIIIIIIIIIII T-0" 1 6'-9" 1- 6'-9" 23'-0" CONTRACTOR TO PROVIDE NOA'S & INSTALL ALL MATERIALS AS PER MANUFACTURER'S SPECS. CONTRACTOR TO PROVIDE FLORIDA APPROVED WINDOW WITH PRODUCT APPROVAL OR NOTICE OF ACCEPTANCE (N.O.A.) MUST BE ABLE TO WITHSTAND MINIMUM DESIGN PRESSURES NOTED. // FL APPROVED WINDOW 3X3X.125 ALUM POST ® W O.C. W/ REC. CHANNEL EA. SIDE FASTENED W/ TO 3" WA12 ALL'LSPANEL WS/(j1) N12 SM X9/6S SMO.C. EA. SIDE ® 6" FROM ENDS I T O.C. FASTEN EACH ALUM POST TO BASE &TOP REC CHANNEL W/ (3) N 12 X 9/16' E/S -1 2.000 1"11"MULLION INSULATED PANEL PER PLAN L (4) O.C. 9/16"SMS FRONTMEW 1T O.C. 9/1 NOTE: WALL PANELS SHALL BE MAXIMUM 48" WIDE WITH"H'MULLION BETWEEN WALL PANELS _4+ _ PER DETAIL JU 11 V IMA. I V/TT MI fw IN I 11I 42 CANTILEVER BEAM (PANEL LAYOUT MAY BE MIRRORED) H \\11111111111,,11rr/„7// �C- • j c N _ Qi:'4 o O �. a N o W - 0 �i V ♦ LLI �fBMO. r/ I.1/f 0 ifBDEA WASHER AND NEPP¢ ENE OAtxFi O I S O.c. I ROOF PER PLAN I O w xixzonsso0w8 •ENV �• 1— DOSXTHLCHN+M11 aEc.Bno Pura xXvnf¢s¢ta zoe.¢rP PFWAEf9t PYNRIG —SXlOx NO0L.IFD PMB O O FROM VIEW P6gA1ED PAl14 AbtxTREC.fWMAW/ � • m.IxXvne•sna iilixv°CnfiwMVaB nexXTac z�oesw, nl:Xvnfssx; rtc.raovua %�1m.Twm O PNB CONC.IMIN.' fX avf rrxoH loREau,W CO C.1MIN� vfX xvn rcoN latEWA4 1/ a iPt. ITO.c. PS TGOE INTO CONO. fM9E 2CONC. SIDEVIEW PCCwoOD/WPucAIIONOiE: FROM VIEW fo¢woODAPPOCAnoHu;e 1/fgAG�v.IAG 00.0 S I/fqA GHv. L.O00.E S murnreawAwBlc BGosswrn¢ulRusnc I�"uuM�°saaru+clrss wlffuanWOHar u+clwes 0 I¢Orn FNE 1T0.0. 0 WOBxFNX ITO.c INSULATED WALL TO MASONRY/ ALUMINUM DETAIL CONNECTION SCALE: N.T.S. 9'-0.1 Ml C125 N g� > - �0 - 0 0 3X3 POST #14 X 4" W/ 1-1/7' NEW-PRENE WASHER @ 17' O.C. OR (4) PER PANE' #12@8" 3" Of #14 X 4" W/ 1-1 /7' NEW-PRENE WASHER @ I O.C. OR (4) PER PANEL 2 SMS @ 8" C.0 SIDE OF CHANNEL ISUL ALLUM. 4NEL FL #12225-R4 ALUM. L FL # 12225-R4 @ 8" C.C. SIDE OF HANNEL 1/4" X 2 1 /4" TAPCON ANCHOR @ 18" O.C. TO CONC. OR I /4' X 3" LAG TO WOOD TYP. SUNROOM WALL CONNECTION SCALE: N.T.S. IXST. WOOD BEAM (4)-# 14 TEK SCREWS EA. SIDE FACE OF BEAM, ALUM COL OR BEAN 2'X2'XI /8" X 2" LG. ANGLE TWO SIDES W/ (1)-3/8" X 6' I.G. LAGS TO WOOD BEAM / COL TO WOOD (TO WOOD WALL OR TIE BEAMS) ALUM COL OR BEAM (4)-# 14 TEK SCREWS EA. SIDE FACE OF BEAM, IXST. CONC OR MASONRY BEAM / COL TO CONC. (TO CONC. FOUNDATION CONC. TIE BEAM OR CONC. WALL) EDGE BEAM CONN. SCALE: N.TS. 7'X2'Xl /8" X 3" LG. ANGLE TWO SIDES W/ (2)-1/4' X 2 1 /4" LG. TAPCON TO CONC OR MESONARY \I111111111// \0 •6,� i -Q OPTIONAL FLASHING #125MS@12"C.C./PANELT&B LL• ��::co O Ld 0_ #12@12'C.0 /PANELT&B O Q N HOUSE WALL .050 X 3" C-CHANNEL _ : U � Q Q _ of PANEL PZ'NOM�INIA�LL �� O � z c IOLTS 1/4" X 2-1/4" TAPCON @ 18" C.C. TO CONC. O50 X 3" PANEL i "(1• �•� �� v� ••, .., • GJ \� �i�.••.,,•,,,, U RPLAN 1/4"X3"LAG @16"C.C.- EXTRUDED HEADER TO WOOD FRAME • C7''J BOXED END , PRO O1 1 /4"AS 7' NOMINAL MIN.FASCIFROM PANEL TO WALL CONN. CHANNEL AND @ 12 O.C. MAX. TO FASCIA N SCALE: N.TS.. J p o NOTE: FASCIA MAY BE BUILT UP BY LAGGING NEW 1"MEM. TO OLD/ 2-1/4" X 3-1/2" LAGS/ TRUSS OR 1 v-- cl) RAFTER. M 2" SUB-FASIA BEHIND 1" FASCIA IS ALSO ACCEPTABLE. M F: PANELS TO FASCIA CONNNECTION z Q E Z SCALE: N.T.S. 0 � I I ANCHOR WINDOW FRAMETO O (3I I I CHANNEL & PLATE PRODUCT APPROVAL PER � � I _L 1__ __ -- IXSTRUCTURE '� Cy)ST. ILL Lf ,c W Q�/ II I I II I I I CONT. 1/8"X7' 7' MIN EMEDMENT - z 0. N LLLis _____ WIDE ALUM. PLATE 1� L ALT. SILL ANCHORING IXST. WOOD BEAM (2)-3/8"X3" LG. LAGS (4)-# 14TEK SCREWS EA. SIDE BRACKET ALUM COL OR BEF INSUL. ALUM. WALL ALUM.' HEADEI (2" COL) USE 1 3/4" X 2'X 1/8" U-BRACKET (3" COL) USE 2 3/4" X 2" X 1 /8" U-BRACKET (4" COL) USE 3 3/4" X 2' X 1/8" U-BRACKET ALT. BEAM / COL TO WOOD (TO WOOD WALL OR TIE BEAMS) 2' MAX SHIM BY BUILDER 1 /4 " X 4 2' LONG ALUM. COL. 'TAPCONS @ 12" O.C. 6" MAX. FROM ENDS EXST. CONC. RMSON Y� COLUMN TO CONC. WALL DETAIL CAP COVER HOLE HEADER/SILL ANCHORING ALUMN, COL OR BEAM 1/4"X4" LG. TAPCON @ 12' C.C. TO CONC OR MASONRY -OR- 1 /4"X4" LG. LAG @ 12' C.C. TO WOOD # 14 TEK SCREW @ 16 O.C. CHANNEL TO COLUMN PANEL WALL 3" INSUL PANEL WALL •#IOSMS 7'X3"X.064" C- CHANNEL PANEL TO ALUMN. DETAIL * = MAY INSTALL #10 SMS @ 8" C.C. OUTSIDE ONLY w 2'X3X.064" #IOTEKSCREW -�1 ZQ C-CHANNEL @16 C.C. EA SIDE Ma 1/4" X 21/4' TAPCONS CONC. SLAB OR @ - 16" O/C T.O. MASONRY WALL PANEL TO CONC. DETAIL * = MAY INSTALL #10 SMS ©8" C.C. OUTSIDE ONLY 024 FLASHING SEALED TO WALL (TYP.) EXIST NG RAFTEROR TRUSS O # 14xl /2" S.M.S. W/ INTEGRAL 3/4" 0 # 14x1 /7'S.M.S. W/ INTEGRAL 3/4O WASHER AND NEOPRENE GASKET @ 12" O.C., TOP & BOTTOM. O C WASHER AND NEOPRENE GASKET @ 17' O.C., TOP & BOTTOM IF CLEARANCE PROHIBITS INSTALLATION OF TOP FASTENERS USE #14x4"S.M.S.W/ 1-1/4"0 FENDER AND NEOPRENE GASKET@ 17'O.C. tWOODl/4'0 EXTRUDED OR BRAKE -FORMED ROOF HEADERWASHER OR RECEIVING CHANNEL (0.044" MIN. THICKNESS) TRUDED OR BRAKE -FORMED ROOF HEADER SECURE FASCIA TO EACH WITH MIN. 1-1 /7'BEARING LEG. R RECEIVING CHANNEL (0.044"MIN. THICKNESS) MIN. 1-1 /7'BEARING LEG. RAFTER TAIL W/ (1) 1 /4" 0 x 4"ITH LONG PAN HEAD LAG SCREWS (1) 1/4" 0 x 7'LAG SCREW @ 24"O.C. BEFORE ATTACHING REC. CHANNEL ENTIRE LENGTH OF RECEIVING CHANNELHOST STRU4" 0 x 2-1/2" LONG WOOD LAG SCREW OR ROOF PANEL. ATTACHMENT WOOD FRAME MASONRY x 2-1/4" LONG MASONRY ANCHORS - @24"O.C.MAX. SCALE: N.T.S. ROOF PANEL ATTACHMENT - MASONRY SCALE: N.T.S. ROOF PER PLAN :ARRIER BEAM CARRIER BEAM 3EE PAGE-2 (SEE PAGE-2 OR SIZE) FOR SIZE) 1/8" DIA. MACHINE I (2) 3/8" DIA. MACHINE TS THRU CARRIER BOLTS THRU CARRIER M & POST BEAM & POST # 14x4" S.M.S. w/ 1-1 /4" 0 FENDER WASHER AND NEO-PRENE GASKET @ 12'O.C. # 12 X 9/16" W/ 5/8" NEO-WASHER (3) PER PAN FOR PANS `COVER END OF PANEL —CARRIER BEAM (SEE PAGE-2 FOR SIZE) (2) 3/8" DIA. MACHINE BOLTS THRU CARRIER BEAM & POST 'OPTIONALEXTRUDED GUTTER IS ATTACHED TO 3" INSULATED ROOF POST POST W/# 12x1" 6" FROM ENDS 24" O.C. BEAM TO POST CONNECTION BEAM TO POST CONNECTION OPTION #1 SCALE: N.T.S. OPTION #2 SCALE: N.T.S. POST TO CARRIER BEAM CONNECTION SCALE: N.T.S. N So� ' . % \ �� #14x4"S.M.S.w/1-1/4"0FENDER WASHER Q: (v N .. V% 4b W " NEO-PRENE GASKET @ 17' O.C. Cq o = ' O J :_ a CV X 9/16" W/ 5/8" NEO-WASHER W ER PAN FOR PANS _�``: V FW— _ Q O w 5,. ROOF PER PLAN END OF PANEL 93XZ'X.059'MIN. % '� z�COVER ( 3 U`W "IIIII111111\1\\\\\\\\ U (SEE PLAN) ROOF PANEL TO CARRIER BEAM O I- CONNECTION SCALE: N.T.S. J r— cl) I, co CD Z Q E 0 5 9 U U nZ�// w J 0 00 rn Z'X2"X.125" ANGLE W/ #14x3/4"THRU ANGLE LEG INTO BEAM EA, SIDETYP. Q .- W J�� L SEE TABLE FOR QUANTITY FASTENER NOTES: LPL/ L_ LLI f_ 0 MAINTAIN 1/2"SEPARATION BETWEEN FASTENERS. MAINTAIN 3/8" MIN, FASTENER SEPARATION FROM EDGE. I"" M _ 7 PER PLAN FASTENERS MAY BE STAGGERED TO ENSURE PROPER L O QUANTITY PERMITTED (PATTERN MAY APPEAR DIFFERENT FROM ILUSTRATION) W Q J 't (1) f y= 'q \7'X7'X.125'ANGLE W/ (3) 1 /4" X 2-1/4" TAPCONS @ 7' o.c. THRU ANGLE LEG INTO HOST WALL / TOP VIEW wME --fam/ j ° BEAM PER PLAN (2X7SMB ILLUSTRATED) ° 2"X2"X.125" ANGLE W/ ° #14x3/4"THRU ANGLE LEG INTO BEAM EA. SIDE TYP. ° SEE TABLE FOR QUANTITY 2'7C2"X.125" ANGLE W/ 0 2 / (3) 1/4"X2-1/4"TAPCONS@2"o.c. THRU ANGLE LEG INTO HOST WALL SIDE VIEW BEAM TO HOST WALL CONNECTION SCALE: N.T.S. BEAM TO WALL W/ 1/8" ANGLE TABLE BEAM SIZE QUANTITY/ SIZE PER LEG TO BEAM QUANTITY ANCHOR PER LEG TO WALL 2X4 (4) #12-(2) #16 (2) 1/4"TAPCON 2X5 (5) #12-(3) #16 (2) 1/4"TAPCON 2X6 (5) # 12 - (3) # 16 (3) 1 /4" TAPCON 2X7 (6) #14-(4) #16 (3) 1/4"TAPCON 2X8 (7) #14- (4) #16 (4) 1/4"TAPCON 2X9 (8) #14- (5) #16 (4) 1/4"TAPCON 2X10 (9) #14- (6) #16 (5) 1/4"TAPCON (4) 3/8"x4" TAPCON THRU MAY USE: (4) 3/8"x5" TAPCON BOTTOM LEG OF ANGLE IN LIEU OF 1 /2" DIA. BOLTS (4) 1/4'k3-1/4"TAPCON MAY USE: (2) 3/8"x4" TAPCON INTO CONC. 1" THRU BOTTOM LEG OF (2) 1/7' DIA. EXPANSION BOLTS ANGLE INTO CONC. IN LIEU OF 3/8" DIA. BOLTS ++ SEE NOTE #2 THIS PAGE B 1 S DIA. MACHINE (2) 3/8" DIA. EXPANSION BOLTS (2) 3/8" DIA. MACHINE (3) 1 /4"DIA. MACHINE FOR BOLT PLACEMENT ® BOLTS w/ WASHERS (2) 3/8" DIA. MACHINE SEE NOTE #1 THIS PAGE BOLTS w/ WASHERS BOLTS w/WASHERS Z. BOLTS w/ WASHERS FOR BOLT PLACEMENT ji ® ® 2" FROM EDGE 7' FROM EDGE OF SLAB/ FTG. 3 3/4" FROM EDG 1" OF SLAB/ FROM EDGE 3-3/4" FROM EDG OF SLAB/ FIG. OF SLAB/ FTG. 3-3/4" LAFROM EDG OF SLAB/ FTG. OF SLAB/ FIG. MAY USE (3) #14xl"TEK TOP VIEW TOP VIEW MAY USE (4) #14xl"TEK TOP VIEW (3)1/4"DIA. MACHINE IN LIEU OF THRUBOLTS (2) BOLDIA. MACHINE IN LIEU OF THRUBOLTS BOLTS w/ WASHERS TOP VIEW 3'k3" POST BOLTS W/ WASHERS 3'k3" POST COLUMN PER PLAN 4'k4"POST PER PLAN (SEE PAGE-2 (3) 1 /4"'DIA. MACHINE (SEE PAGE-2 BOLTS w/ WASHERS 12) 1/2" DIA. EXPANSION (2) 3/8" DIA. MACHINE f (2) 3/8" DIA. EXPANSION BOLTS FOR SIZE) - FOR SIZE) SEE NOTE # 1 THIS PAGE BOLTS SEE NOTE #2 BOLTS w/ WASHERS 1/8'k2'k7k3 3/4" THIS PAGE FOR BOLT MAY USE 4 # 14x1 "TEK 1/s'k7k3" FOR BOLT PLACEMENT MAY USE 3 #14x1"TEK ( ) (LENGTH) ANGLE M LIEU E THRUBOLTS (LENGTH) ANGLE PLACEMENT IN LIEU OF THRUBOLTS (4) 1 /4'k3-1 /4" TAPCON (INTERNAL) (4) 3/8'k4" TAPCON (INTERNAL) 2'k4'k0.125 ANGLE THRU BOTTOM LEG OF THRU BOTTOM LEG ANGLE INTO CONC. 3k3'x0.125 ANGLE OF ANGLE INTO CONC. . ...................... Z 3000 PSI CONC. 3000 PSI CONC. ° • ° ° ° ° 3000 PSI CONC. ° ° ° 3000 PSI CONC. SLAB/ FTG. SLAB/ FIG. SLAB/ FTG. SLAB/ FTG. 6x6-10x10 WWM 6x6-1Oxl0 WWM 6x6-1Ox10 WWM 6x6-1Oxl0 WWM OR FIBERMESH • OR FIBERMESH OR FIBERMESH OR FIBERMESH FRONT VIEW FRONT VIEW FRONT VIEW FRONT VIEW 3"x3" POST CONNECTION DETAIL 3"x3" POST CONNECTION DETAIL 4X4 COLUMN ALT. BASE ATTACHMENT 4"x4" POST CONNECTION DETAIL (INTERNAL BASE) SCALE: N.T.S. SCALE: NTS DETAIL SCALE: NTS SCALE: NTS