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HomeMy WebLinkAboutMETAL CARPORT INSTALLATION PLANS & DETAILSFBC APPROVED PRODUd UST MAXIMUM PRODUCT CATEGORY SUBCATEGORY MANUFACTURER:: APPROVAL ALLOWABLE No. & DATE WIND SPEED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC.- FL6596.1-R5 180 2,6 Gauge AG Panel 410/17 STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS, INC. FL6702.1-R5- 180 26 Gauge AG Panel 10110117 STRUCTURAL COMPONENTS -FLOOD VENT FLOOD FLAPS, LLC FLIMIA-R2 NA- 8X16 Flood Flap 10/03/17 DOORS SWINGING. ELIXIR DOOR AND METAL COMPANY' 'FL17996.3 139 -EXTERIOR Series 402-14 09/0V15 7, EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.6 176 Series 407 09/07/15 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5 180 Model 203 10/06/17 WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2-R4 139 Model 100 VS 01/07/16 WINDOWS- -SINGLE HUNG MI WINDOWS AND DOORS FL17499.3-R2 180 Model 185 SH 12/29/17 TABLE I RAFTER FRAME, END POST, GROUND ANCHOR AND PANEL FASTENER SPACING.SPECIFICATIONS AVERAGE FASTENER SPACING - ON -CENTERS ALONG. RAFTERS OR MAXIMUM PURLINS, AND POSTS OR GIRTS WIND ULTIMATE 'NOMINAL POST/RAFTER (INCHES) RISK EXPOSURE WIND SPEED WIND SPEED SPACING INTERIOR END CATEGORY CATEGORY (MPH) .(MPH) (FEET) POSTS/RAFTERS POSTS/RAFTERS .ST. LUCIE COUNTY BUILDING DIVISION r-, E Vq RWED FOR copwp.p -M J ! REVqEWED BY 'DATE -S-[_ PLANS AND? RMIT MUST BE KEPI' ON JOB I OR NO IWSPPHOTION WILL B5'MAb w THESE PLANS AND ALI, W10POSED VIORN _T T O ANY CO3LjF,',F-,CTION8 ARE SWAEC, " REQUIRIW1wY FIE 10INSPECTORSTHAT [VIAY BE NXESSAW IN ORDER T COLIKY VVIRI ALL iWIVICANX 'METAL CARPORT INSTALLATION PLANS AND DETAILS a AND FRAMING AND FASTENER SPECIFICATIONS. FOR CONSTRUCTION IN THE STATE OF FLORIDA SEGANNO PREPARED FOR. CAROLINA CARPORTS, INC. (COUW- P.O. BOX 1263 DOBSON, NORTH CAROLINA V01 7 PREPARED BY.• BECHT�OL-ENGINEERING--AKPLTESBNi3- � INCM `665__WE&T­NEWaXQ!i��, IDEDWID7FLORIDA732720 _NZ� Certificate of Authorization PA$TENMS 013 MACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Anchor i Detail �TIU I 28 6o" 1 C 151 TO 180 1 117 TO 139 4.0 6 6 1 13 0 DETAILS ICAND 1D SHOWN ON SHEET 4 OF 5. NOTES:- 1. Specifications applicable.to' 26 gauge metal roof and wall panels fastened directlyto 12 or 14 gauge steel tube framing, or 18 gauge hat THIS IS TO CERTIFY THAT THE CALCULATIONS AND channel roof pydins. k SPECIFICATIONS HEREIN HAVE BEEN PREPARED 2. Specifications applicable only for mean roof height of 20 feet'or less, and roof slopes of 7* to 27* (1.5:12 to 6:12 pitch). Spacing BYTHE requirements for other roof heights and/or slopes may vary. UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609 OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS GENERAL NOTES: ARE VALID UNTIL THE NEXT REVIffr,9F THE FLORIDA BUILDING 1 . THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE PAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, �CODE. N011 I ELECTRICAL, INGRESS/EGRESS, PROPERTY. SET -BACKS, OR OTHER LOCAL ZONING REQUIREMENT'S ARE THE RESPONSIBILITY OF OTHERS. \,\OMAS 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVE 'Y MENTS NOT BECHTOL 4 QjNEUMINGAIN SPECIFICALLY ADDRESSED HEREIN WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE, AND INSTALLATION OF DOORS, WINDOWS OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST ON THIS.SHEET, AND NOT Sms WEST NEWYM AVENUE PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC. SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE DUE TO THE APPLICATION OF DELAND. FLQV 32120 p - ADDITLONAL LOADS OF NON -APPROVED COMPONENTS. n .5 3. [ ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. I vvv .ram - 0 4. FASTEN METAL ROOFANDWALL PANELS TO FRAMING WITH #12-14 x 3/4"SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 6"O.C. AVERAGE. Thomas -:7 Florida Llcansi 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 x 3/4'SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 0^ V 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM,GRADE 40. CONCRETE SLAB FOUNDATION'S SHALL BE REINFORCED WITH 6X6-W1 AXWI .4 WELDED WIR FABRIC COMPLYING WITH.ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 4 L_ N 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6- OF EVERY POST LOCATION, AND BOTH OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT REQUIRED FOR CONCRETE FOOTING AND/OR r L COP CONCRETE SLAB CONSTRUCTION, EXCEPT AS SHOWN ON DETAIL 1E, SHEET 4 OF 5, WHERE BASE RAIL IS FLUSH WITH EDGE OF SLAB. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 8. CONCRETE EXPANSION ANCHORS SHALL BE W EJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. CAROLINA CARPORTS, INC. 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS AND GABLE ENDS. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 10. SLAB FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATEDAND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FLORIDA BUILDING CODE SIXTH,EDITION (2017) (FBC FE 2017) - RESIDENTIAL, AND SECTION 1816.1 01-102J18 OF THE FBC; FE 2017 - BUILDING. BECHTOL ENGINEERING MKB NTS m3p AND 7ESHNO, I= om¢a worn 11. 14 GA FRAMING IS 2-1/2"x 2-1/2"TUBE STEEL (TS). NIPPLES ARE 2-1/4'x 2-1/4" 12 GATS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1/4"X2-1/44TS. NIPPLES ARE 2"x 2" 12LGATS FOR 12 GA FRAMING. M DNMNUMM, AM VOUMS RR -,ii-8001 �TB SHEET 1 OF 5 BOW FRAME RAFTER ! `.N. CARPORT - HORIZONTAL ROOF BOW FRAME .RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY ff ­DING­DINGw HORIZONTAL ROOF: ROLL -UP DOOR SWINGING:DOOR ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) (As applicable) (As applicable) .. I 6, F_- ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END. ELEVATION TYPICAL SIDE.ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICALEND ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT .HORIZONTAL ROOF BOX EAVE FRAME.RAFTER ENCLOSED BLDG - HORIZONTAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG -'HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR (As applicable)., (As applicable) (As applicable). , (As applicable) , 6•. F•^ 5 ' - ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE NOT -TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF BOX EAVE FRAME RAFTER ENCLOSED BLDG - VERTICAL ROOF BOX EAVE FRAME RAFTER UTILITY BLDG -VERTICAL ROOF ROLL UP DOOR SWINGING DOOR ROLL -UP DOOR SWINGING DOOR Asa applicable) < J I ( PP • ) (As applicable) (As applicable) (As applicable) _ ENCLOSED LENGTH VARIES= TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE'ELEVATIgN — TYPICAL END_ELEVATION Z TYPICAL SIDE ELEVATION TYPICAL END ELEVATION `5 NOT TO SCALE NOT TO SCALE==NOT TO SCALD_ NOT TO SCALE L1. �',-1a- NOT TO SCALE NOT TO SCALE BECHTOE-NGIrI FRIG APED TE Gti �oRI�Iv�N /V C. 605.WEST NEW UE � DELAND, FLORIDA 2(f O Certlfcate of _ 8 :C T U 'r— - - Thomas Sechtol, .2 (s) ' . ��i �Llse No. �, Ell a ;•i 4 \ CAROLiNA CARPO�t`�31 GENERIC PLANS FOR USE IN THE STATEOF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION 01/02(18 NOT TO SCALE NOT TO SCALE NOT TO SCALE BECHTOL ENGINEERING o MKB 'G'E NTS ANO TE57ING,1na eaism mmm wcu MMOMMA4 iam WkMMLS 7anNo 0j%XM5 '®rea RR rca' "a G18001 TB SHEET 2 OF 5 26.GA. GALVANIZE, AL ROOF PANELS FASTENED -26 GA. GALVANIZED METAL ROOF PANELS FASTENED 26 GA. GALVANIZED METAL:ROOF' LS FASTENED TO RAFTERS WITK. . � .4 x 314" SDFS WITH CONTROL TO RAFTERS WITH #12-14 x 3/4' SOPS WITH CONTROL TO PURLINS WITH #1244 x, 3/4- SC., `TH CONTROL SEAL WASHER @ AVERAGE 6' O.C. SPACING SEAL WASHER'@ AVERAGE 5 O.C. SPACING SEAL WASHER @ AVERAGE 6' O.C. SPACING 2 12.. .3 .' 2 12 Q3 1-1/2' 18 GAUGE FURRING 11 5 4 < .. :CHANNEL (PURLIN) . 2 .. 24" 16 GA U-CHANNEL BRACE 24" 16 GA UeCHANNEL BRACE q FASTENED TO RAFTER.WITH FASTENED TO RAFTER WITH (2) #12-14 x 3/4' SDFS AT (2) #12-14 x 3/4' SDFS AT 24" 16 GA U-CHANNEL BRACE w EACH END (4 PER BRACE) _ EACH END (4 PER BRACE) _ FASTENED TO RAFTER WITH SEE i _ w w (2) #12-14 x 3/4' SDFS AT E 1CD = 24':MAXIMUM RAFTER SPAN ON SINGLE RAFTER _ v 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER EACH END 4 PER BRACE .( ) LSHEET 124, To 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER 1.. -24'TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER 1 W p f• AS SHOWN ON THIS SHEET 4 r- "' AS SHOWN ON THIS SHEET - 4 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER 3 ,o >24' TO 3V RAFTER SPAN REQUIRES A TRUSSED RAFTER ' 1 y w .. .. AS SHOWN ON THIS SHEET 4 - z < .. .. F TYPICAL_.. TYPICAL INTERIOR RAFTERIPOST. INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION -.BOX EAVE -:HORIZONTAL ROOF.---' ��� TYPICAL BOW RAFTER GABLE END FRAMING PLAN - NOT TO SCALE NOT TO SCALE I SIN TtliP, CAI- ITIERIOR+:.; _ - =- NOT TO SCALE RAFTER/POSTFRAME,SECTION VERTICAL_ROOF- NOUTO.'SCALE ... .1-1/2' 18 GAUGE FURRING CHANNEL FASTENED LENGTH VARIES DEPENDING ON r LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH (2) #12-14 x 3/4' SELF -DRILLING NUMBER AND SPACING OF RAFTERS . - FASTENER SPACED'NOT MORE THAN 48'. O.C. 5 —I I SEE TABLE 1 SHEET D3 1 OF-5 . 4. LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS I T rI VML r%Mr' 1 CIVrVJ I rrvwIV111417 rLMIA - DV VV rRF\IWC I T rl%,ML IVir, i Cmr-Lio i rrwlvw,4u wily - tsuA rAvr TYPICAL - l YPICAL BOX EAVE RAFTER.GABLE END FRAMING PLAN NOT To SCALE NOT To SCALE POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE NOT TO SO - SEE TABLE 1 1-1/2. 18 GAUGE FURRING -CHANNEL FASTENED OPENING FOR SWINGING SHEET FULL 6' WELD TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF DOOR WITH NONSTRUCTURAL 7 1 OF 5 HEADER 5 BOTH SIDES SPACED NOT MORE THAN 48^ O.C. 9 9 6^ 5 5 S 4 6. q . 4 ____ -26=GA t ROOF a q 4 _ a PANEL q 4. 12' MAX. OPENING - 6- .. FOR ROLL -UP DOOR � F WITHSTRUCTURAL .q. 4 SING Fol 5 6' HEADER q -?'. ---` 12' MAX. OPENING FOR swmleos REcruwi WELD ALL WEB 10^ (TYPICAL) ROLL -UP DOOR RAL H CONNECTIONS, TS RAFTER 10 4 3 4 5 5 4 NON-STRUCTURAL q 1 BOTH SIDES 54 4 4 q q. 4 HEADER. 4 "A - OPENING ��/{C T FOR WINDOW WITH .. � �Il®©F, I P'111V� EL /�1�1lIl f,7�rVrGN, NON-STRUCTURAL HEADER - .. TYPICAL SIDE WALL OPENINGS FRAMING PLAN 'ANDwwOow RAIL TYPICAL (ALTERNATE FOR VERTICAL ROOF PANELS). (Also applicable to End Walls) END WALL OPENINGS POST/RAFTER FRAMING PLAN OPTIONAL 24'-1" TO 30' TRUSSED�RAFTER -BOW `-��' NOT TO SCALE NOT TO SCALE NOT TO SCALE will III ► / R BECHTOL ENGINEE 6D5WEST NEW YORKAVENN '•• �. 12 DELAND, FLORIDA W20 5 FULL 6"WELD 2• Certlft �:• N0.38538 BOTH SIDES = - 2 13 6• - 4 5 2-1/4' FOR Thomas O Flodtial ice o. 38538 - ,(\ •. S7`ATE 24" 16 GA U-CHANNEL BRACE 2 12 GA FRAMINGK. i FASTENED TO RAFTER WITH q 2-1/2" FOR (2)#12-14x3/4"SELF-DRILLING 14GAFRAMING ; / �j l�• •• ��RIDX..•'• SCREWS AT EACH END 5' (� ® �Q 3 3 (4 PER BRACE) 1 ; WE ALL WEB 16 GAUGE U-CHANNEL BRACE _.,. R Pf) `!_*8, . •J 1 \ \ \ • • • ; _ 4 4 4 : q CONNECTIONS; 0 1IA JC A FASTENED TO THE POST AND BOTH SIDES RAFTER WITH (2) #12-14x 3/4' SDFS GENERIC. PLANS FOR USE IN THE STATE OF FLORIDA AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION 01/02/18 BECHTOL ENGINEERING MKB NTS TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTION AND7ES77NMMV�G,Gre . NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE Not To Scale '� RR "�''n G18001 caesinnlc �wu�u, n+vaaMl�xrK. arm Wma�s miulo o1aMM "'^"@TB SHEET 3'OF5 I T rI VML r%Mr' 1 CIVrVJ I rrvwIV111417 rLMIA - DV VV rRF\IWC I T rl%,ML IVir, i Cmr-Lio i rrwlvw,4u wily - tsuA rAvr TYPICAL - l YPICAL BOX EAVE RAFTER.GABLE END FRAMING PLAN NOT To SCALE NOT To SCALE POST/RAFTER FRAMING PLAN - VERTICAL ROOF NOT TO SCALE NOT TO SO - SEE TABLE 1 1-1/2. 18 GAUGE FURRING -CHANNEL FASTENED OPENING FOR SWINGING SHEET FULL 6' WELD TO EACH RAFTER WITH (2) #12-14 x 3/4' SDF DOOR WITH NONSTRUCTURAL 7 1 OF 5 HEADER 5 BOTH SIDES SPACED NOT MORE THAN 48^ O.C. 9 9 6^ 5 5 S 4 6. q . 4 ____ -26=GA t ROOF a q 4 _ a PANEL q 4. 12' MAX. OPENING - 6- .. FOR ROLL -UP DOOR � F WITHSTRUCTURAL .q. 4 SING Fol 5 6' HEADER q -?'. ---` 12' MAX. OPENING FOR swmleos REcruwi WELD ALL WEB 10^ (TYPICAL) ROLL -UP DOOR RAL H CONNECTIONS, TS RAFTER 10 4 3 4 5 5 4 NON-STRUCTURAL q 1 BOTH SIDES 54 4 4 q q. 4 HEADER. 4 "A - OPENING ��/{C T FOR WINDOW WITH .. � �Il®©F, I P'111V� EL /�1�1lIl f,7�rVrGN, NON-STRUCTURAL HEADER - .. TYPICAL SIDE WALL OPENINGS FRAMING PLAN 'ANDwwOow RAIL TYPICAL (ALTERNATE FOR VERTICAL ROOF PANELS). (Also applicable to End Walls) END WALL OPENINGS POST/RAFTER FRAMING PLAN OPTIONAL 24'-1" TO 30' TRUSSED�RAFTER -BOW `-��' NOT TO SCALE NOT TO SCALE NOT TO SCALE will III ► / R BECHTOL ENGINEE 6D5WEST NEW YORKAVENN '•• �. 12 DELAND, FLORIDA W20 5 FULL 6"WELD 2• Certlft �:• N0.38538 BOTH SIDES = - 2 13 6• - 4 5 2-1/4' FOR Thomas O Flodtial ice o. 38538 - ,(\ •. S7`ATE 24" 16 GA U-CHANNEL BRACE 2 12 GA FRAMINGK. i FASTENED TO RAFTER WITH q 2-1/2" FOR (2)#12-14x3/4"SELF-DRILLING 14GAFRAMING ; / �j l�• •• ��RIDX..•'• SCREWS AT EACH END 5' (� ® �Q 3 3 (4 PER BRACE) 1 ; WE ALL WEB 16 GAUGE U-CHANNEL BRACE _.,. R Pf) `!_*8, . •J 1 \ \ \ • • • ; _ 4 4 4 : q CONNECTIONS; 0 1IA JC A FASTENED TO THE POST AND BOTH SIDES RAFTER WITH (2) #12-14x 3/4' SDFS GENERIC. PLANS FOR USE IN THE STATE OF FLORIDA AT EACH END (4 PER BRACE) ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION 01/02/18 BECHTOL ENGINEERING MKB NTS TYPICAL LEAN-TO OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) OPTIONAL 24'-l" TO 30' TRUSSED RAFTER - BOX EAVE BRACE SECTION AND7ES77NMMV�G,Gre . NOT TO SCALE (BOX EAVE RAFTER SHOWN, ONLY STANDARD LEAN-TO IS APPLICABLE TO BOW FRAME RAFTER) NOT TO SCALE Not To Scale '� RR "�''n G18001 caesinnlc �wu�u, n+vaaMl�xrK. arm Wma�s miulo o1aMM "'^"@TB SHEET 3'OF5 y IN 1/2' x MINIMUM 5-1/2" EXPANSION ANCHOR TI', 3H BASE RAFTER. INSTALL 1/2' x MINIMUM 5-1/2' EXPANSION ., RAIL WITHIN 6° OF EACH ANCHOR THROUGH BASE RAIL WITHIN 6' OF DRILL 5/8' HOLE THROUGH THE 2' t :._RS DRILL 5/8' HOLE'% __UGH THE POST ALONG SIDES AND WITHIN 6° OF EACH END WALL;POS N_G END WALL SECTIONS EACH RAFTER POST ALONG SIDES BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2" DIAMETER BASE RAIL AND SECURE TO 4" MINIMUM J 2 TS CONTINUOUS THROUGH -BOLT. BASE RAIL U ANCHOR EYE WITH 1/2' DIAMETER THROUGH -BOLT MINIMUM MIN.6" TOP OF ASPHALTPAVEMENT OR STABLE GROUND SURFACE TOP .OFASPHALT PAVEMENT OR STABLE GROUND SURFACE . ✓1- r r'`MUM `_ b MINIMUM 2=1/2" EMBEDMENT .. MINI 2-1/2' EMBEDMENT . . EYE At 5/8" ROD 48' LONG IM cj� ^ WITH 6' HELIX OR 5/8' ROD 60" LONG (SEE GROUND ANCHOR {� . ` �s j /' _ ✓ J MINIMUM 4' WITH T HELIX, SCHEDULE, SHEET 1 OF 5, f t y FOR REQUIRED ANCHOR - , �� � ' ::��c�—�.p-•� =-r" � AS APPLICABLE ) OM NOLIS� ;HICECONCFOOTING (2500 PSI MIN.) CONTINUOUS 4' CONCRETE PAVEMENT REINFORCED W I­r2 #R5s CONTINUOUS CONCRETE BASE RAID_ _ANCH�RAGE CONCRETE BASE'RAIL ANCHORAGE t = 16 BASE RAIL DEEP ANCHORAGE A Not To Scale (OPTIONAL -OPEN CARPORTS ONLY) C, l % Not To Sca��•-�--- Y�jJ ' � Not To Scale - DRILL 5/8" HOLE THROUGH THE 2" WASHERS: BASE RAIL AND SECURE TO ANCHOR EYE WITH 11T DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL + (SEE -GROUND ANCHOR MINIMUM 4'SCHEDULE, SHEET 1 OF S. FOR REQUIRED ANCHOR) I CONTINUOUS 4". CONCRETE PAVEMENT EYE ANCHOR �E1 CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) TS TRUSSED RAFTER CHORD, OR NON-STRUCTURAL HEADER TS END POST OI DOOR/ WINDOW FRAME POST 2"x2'x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) TS BASE/WINDOW RAIL OR AND RAFTER CHORD/RAIL WITH NON-STRUCTURAL HEADER S(4) #12-14 x 3/4" SOFs, (2) ON TOP OR BOTTOM, (2) ON SIDE NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POST TO RAIL, TRUSS CHORD, OR 4 NON-STRUCTURAL HEADER CONN. DETAIL. Not To Scale 24'.16GA U-CHANNEL BRACE (5'TOT POST) 48' 16 GA U=CHANNEL BRACE (IT TO 14' POST) BRACE ANGLE SHALL BE MIN. 45' TO MAX. 60" FROM HORIZONTAL NIPPLE TO 3 RAFTER / V I TS RAFTER `'6" LONG TS NIPPLE 'SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4' SDFs RAFTER POST - „) BOX EAVE RAFTER/POST DETAIL Not To Scale TS RAFTER POST- 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE SECURE TO POST AND BASE RAIL WITH (4) #12-14 x 3/4" SDPs, (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE RAIL END POST/BASE RAIL CONN. Not To Scale 2' WASHERS / TS CONTINUOUS / BASE RAIL -4II 1, EYE ANCHOR (SEE GROUND ANCHOR 5/8' ROD 30' LONG 'SCHEDULE, SHEET 1 OF 5, WITH DBL 4' HELIX- FOR.APPLICABILTIY) 1 D BASE RAIL ANCHORAGE Not To Scale TS BOW RAFTER 6' LONG TS NIPPLE SECURE POST TO NIPPLE NO SCREWS WITH (4,1112_14 x 3/4' SDFs REQUIRED IN BOW BEND 5". 4" 16 GA U-CHANNEL BRACE (V TO T POST) 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) TS RAFTER POST BRACE ANGLE SHALL BE MIN. 45" TO MAX. 60" FROM HORIZONTAL NIPPLE TO i BASE RAIL 3' 3• 6" LONG TS NIPPLE SECURE RAFTER AND POST TO NIPPLE WITH (4) #12-14 x 3/4' TS RAFTER POST SELF -DRILLING FASTENERS RAFTER/POST.DETAIL BOW co Not To Scale " c 2' 16 GA ANGLE CLIP E TO POST AND TOP OF R, OR BOTTOM OF WINDOW IRT.WITH (4) #12-14 x 3/4" SDFs TOP OR BOTTOM, (2) ON SIDE TS NONSTRUCTURAL HEADER _ —TS CONTINUOUS BASE RAIL r,__--� POST/BASE, RAIL CONN. DETAIL J Not To Scale IBECHTOL WW5 WEST NE DELAND•FLQ Certificate otA Thomas Bec4 FWda License I v TS WINDOW RAIL (OR GIRT FOR VERTICAL SIDING OPTION) �,, L�,r NON-STRUCTURAL HEADER, WINDOW RAIL, OR GIRT TO POST CONN. DETAIL � Not To Scale 4tVENUE •�` 'te20 Rion No: 38538 o _ STATE OF ��� Sol �ONAL 1 • 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 314" SDFs, (2) ON BOTTOM, (2) ON SIDE OR 2"x4" 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) 412-14 x 3/4"SDFs, (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER CON_ N. DETAIL Not To Scale a1-1/2" x 1-1/2" x 2° 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14 x 3/4" SDFs, (2) ON TOP, 1-1/2" x 1-1/2" x 2" 16 GA (2) ON BOTTOM . CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14x 3/4° SDFs (2) ON TOP, (2) ON SIDE TS GABLE RAIL TS RAFTER POST GABLE RAIL TO RAFTER POST I A� CONNECTION DETAIL 1 1 Not To Scale #12-14 x 3/4" SDF @ 12" O.C. 3A. ROLL -UP DOOR GUIDE TO POST CONNECTION DETAIL Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester top coat NIPPLE TO 3/16' DBL. HDR.. TS RAFTER POST 6" LONG.TS NIPPLE "LONG TS NIPPLE SECURE EACH WITH (4) #12-14:x 3/4' 1/8" SECURE WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS SELF -DRILLING FASTENERS I ' I I I OUBLE TS HEADER LJ �J TS POST 3/16' NIPPLE TO DBL. HDR. s RAFTER POST/DBL. HEADER DETAIL. 9 . :.RAFTER POST/HEADER DETAIL: Not To Scale Not To Scale - . 1-1/2' x 1-1/2" x 2' 16 GA CLIP ANGLE SECURE TO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 314. SI TOP AND BOTTOM 1-1/2" x 1-1/2" x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND.GABLE RAIL WITH (4) #12-14 x 3/4" SDFs, (2) ON TOP, (2) ON BOTTOM NIPPLE TO 3/16" 6' LONG TS NIPPLE RAFTER SECURE WITH (4) #12-14 x 3/4' SDFs —TS RAFTER 12" LONG TS NIPPLE. SECURE POST TO NIPPLE WITH (4) #12-14 x 3/4" SDFs, 1 24' 16 GA U-CHANNEL BRACE (5`70 T POST) 6''LONG TS NIPPLE 48" 16 GA U-CHANNEL BRACE (8' TO 14' POST) SECURE RAFTER AND POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° TO NIPPLE WITH (4) #12-14 x 3/4. TO MAX: 60° FROM HORIZONTAL SELF -DRILLING FASTENERS TS'RAFTER POST TS RAFTER POST SIDE EXTENSION GABLE RAIL TO RAFTER POST RAFTER/POST DETAIL CONNECTION DETAIL 12 NofToScale 1 I o Not To Scale - t7 TS POST i-- I! � I TS NONSTRUCTURAL HEADER SWINGING DOOR I (Size varies, see plan) I I I o� I ITS POST I I A SECTION l4 Not To Scale 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4- SELF.-DRILLING FASTENERS - /—TS POST BASE RAIL 3/16' NIPPLE TO .BASE RAIL RAFTER POST/BASE 10 BASE RAIL CONNECTION DETAIL Ndt To Scale TS RAFTER POST 2x4".16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POSTIRAFTER CONNECTION WITH (4) #12-14 x 314" SDFs, (2) ON POST, (2) ON RAFTER _,-TS LEAN-TO RAFTER \—Tx26x2' 16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4" SDFs, (2) ON RAFTER, (2) ON.POST 13 POST / LEAN-TO RAFTER CONN. DETAIL Not To Scale . \\. 0 BECHTOL NG _AND TES gkANC 605 WEST NEW A Dumb, FLQiiI A 3�aY° Cariificate '. y .0 _ #12-14 x 3/4" SDF _ @ 12" O.C. Thomas B w� n Florida Lice EXTERIOR � L , Sr. � �