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Home My WebLink AboutConstruction PlansFA 0 E1.- APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE - WIND. SPEED QA APPROVAL EXPIRATION PARTIALLY PRODUCT CATEGORY SUB CATEGORY MANUFACTURER No. & DATE DATE OPEN ENCLOSED ENCLOSED STRUCTURAL COMPONENTS ROOF DECK CAROLINA CARPORTS, INC. FL6596A-R5 04/05/27 180 180 18Q 26 Gauge AG Panel 10/16/17 STRUCTURAL COMPONENTS STRUCTURAL WALL 'CAROLINA CARPORTS, INC. FL6702.1-R5 03/14/21 180 180 180 26 Gauge AG Panel 10110/17 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE DOOR SYSTEMS,: INC. FL29622.1 09/01120 N/A N/A N/A 16x8 Flood Vent 05115/19 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3-R1 09/.14/20 N/A 139 138 Series 402-14 01/29/18 EXTERIOR DOORS SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.5-R1 .09/14/20 N/A 165 141 Series 407 01/29/18 EXTERIOR DOORS ROLL -UP ASTA INDUSTRIES INC. FL8888.1-R5, 12/31/20 N/A 180 174 Model 203 (12' Max. Width) 10/07/17 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.1-R4 11/11/20 N/A 158 138 Steel Roll Up Sheet Door (12' Max. Width) 06/18/19 WINDOWS SINGLE HUNG MI WINDOWS -AND DOORS FL17499.1-R5 10/17/23 N/A 176 157 Model 185 SH 03/27/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 N/A 180 180 Steel Roll -Up Sheet Door - 8' Wide 06/18/19 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.4-R4 11/11/20 N/A 180 172 Steel Roll -Up Sheet Door -1V Wide 06/18/10 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.3-R4 11/11/20 NIA 155 133 Steel Roll -Up Sheet Door -16' Wide 06/18/19 1. DOORS AND WINDOWS SHOWN MAYBE SUBSTITUTED FOR DIFFERENT PRODUCT LINES ANDIOR MODELS. PROVIDED THE FOLLOWING CONDITIONS ARE MET: A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL. B. COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REOURIEMENTS. 2. FRA13ING CONNECTIONS FOR DOOR AND WINDOW FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS AND WINDOW RAILS MAY BE RAISED OR LOWERED AS NECESSARY TO ACCOMODATE S U BSTIT U TED' PRODU CT. TABLE 9 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 POSTSIRAFTERS 110 TO 150 89 TO 116 5;0 6 6 I C 151 TO 180 117 TO 139 4.0 6 6 'NOTES: 1. Specifications applicable to 26-gauge metal -roof and wall panels fastened directly to 12 oY14 gauge steel tube framing, or 18 gauge hat channel roof puriins. 2. Specifications applicable. only for mean roof height of 20 feet or less, and roof slopes 6Y7" to 27" (1.5:12 to 6:12 pitch). Spacing requirements for other roof -heights and/or slopes may vary. GROUND ANCHOR SCHEDULE ULTIMATE WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS 910 120 130 140 150 160 170 180 AND DETAILS AND FRAMING AND 12 14 30' Anchor 16 Detail iD 18 o' 20 48`Anchor � 22 Detail IC z 0 24 J 26 m "< 28 60' Ancho 30 Detail 10 x DETAILS 1C AND I SHOWN ON SHEET 4 OF,6 GENERAL NOTES: 1, THESE PLANS PERTAIN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, INGRESS/EGRESS, PROPERTY-S.ET-BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR OTHER.LOCAL- ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. THESE STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITYISTORAGE BUILDINGS (RISK CATEGORY 1) CAPABLE OPSUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED HEREIN, INCLUDING DOORS, WINDOWS, OR OTHER COMPONENTS NOT LISTED IN THE FBC APPROVED PRODUCTS LIST (THIS SHEET), AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL BE AT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC.,�SHALL NOT BE RESPONSIBLE FOR.STRUCTURAL DAMGE OR FAIL -LIRE DUE TO THE APPLICATION OF ADDITIONAL LOADS. 3, ALL STEEL TUBING SHALL BE 50 KSI-GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4, ALL COMPONENTS AND CLADDING. SHALL BE INSTALLEDACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BY THE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF THE BUILDING -WITHIN THE STATE OF FLORIDA. 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. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 2500'PSI AT 28 DAYS. THE REINFORCING STEEL SHALL,BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 AXW1 .4 WELDED WIRE FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION; AND BOTH SIDES OF OPENINGS WHERE BASE RAIL IS ABSENT. GROUND ANCHORS ARE NOT RE ED.FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. 1 Z upQ�! 8. CONCRETE ANCHORS SHALL BE TAPCON REDHEAD LDT 1/2" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT. py�7r 9. POST/RAFTER BRACING: BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. 10. SLA13 FOUNDATION SUBGRADE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF THE FBC SIXTH EDITION (2017) - RESIDENTIAL, AN 6 �E) VE�F.BGS FH EDITION (2017) - BUILDING. MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF IS ASSUMED. �1 Ij g7E� 11. 14 GA FRAMING: 2-1/2" x 2-1/2"TUBE STEEL (TS) WITH 2-1/4' x 2-1/4" TS NIPPLES. ®®E C-0 "° P'L1+�"T V4 c s 12 GA FRAMING: 2-1/4" x 2-1/4" TS WITH 2" x 2" TS NIPPLES. ST LUCU im: Cyr u a 8 12. ENCLOSED AREAS REQUIRING FLOOD OPENINGS MUST HAVE A MINIMUM OF TWO (2) OPENINGS ON EXTERIOR WALLS. OPENINGS SHOULD BE INSTALLED ON AT LEAST TWO (2) SIDES OF ENCLOSED E, T ASE OF is SET WITHIN 1-FOOT OF THE HIGHER OF INTERIOR OR EXTERIOR GRADE. REQUIRED TOTAL NUMBER OF FLOOD VENTS NOTED IN THE FBC.APPROVED PRODUCTS LIST SHALL BE BASED Ot�, (t),FgQOD VENT PER EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. FASTENER SPECIFICATIONS FOR CONSTRUCTION IN THE STATE OF FLORIDA PREPARED FOR. CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON NORTH CAROLINA 27017 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. 605 WEST NEW YORKAVENUE DELAND, FLORIDA 32720 Certificate.of Authorization No. 00005492 THIS IS TO CERTIFY THATTHE CALCULATIONSAND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1609OF THE FLORIDA BUILDING CODE, SIXTH EDITION (2017). THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE, \\\�\t'11111111IAj77 13 DEtZtN OR►DA 3272 - j Ttiana lwt .E. 01 FlorldSso' S! o N A,- Wei CAROLINA CARPORTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA _ '� `"` 01/20/20 -J BECHTOL ENGINEERING mkb ""E NTS AMTES TING, rna onairrrictartat�v+ MTV4 0ALAWituc_vAn=ncw�n lb G20001 C.V 'd *" R,000= ' TB SHEET 1 OF 6 13OW FRAME RAFTER OPEN CARPORT - H0917-ONTAL ROOF BOW FRAME RAFTER ENCLOSED 13UILDING - HOR17-ONTAL ROOF BOW FRAME RAFTERUTILITY BUILDING - HORIZONTAL ROOF TYPICAL SIDEELEVATION NOT TOSCALE TYPICAL END ELEVATION NOT TO SCALE ,_1 Iff-OX-E6V-CM 'F-RAF-TER-01:i E F TYPICAL SIDE ELEVATION NOT TO SCALE: TYPICAL END ELEVATION NOT TO SCALE BOX- EAVE FRAME, RAFTER OPEN CARPORT - VERTICAL ROOF ;:i nnn %IrMT fA . . . R—h-M TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE -------------- — - . - —j WOX�-P-AVE'-TER-ENC-LOSEDB� -L,.D Gw-'0-1R"r0N-T'AL---M0-JOF TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR SWINGING DOOR (As applicable). (AsapplIcable) TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER ENCLOSED BLDG VERTICAL ROOF ENCLOSED LEt.GTH VARIES TYPICAL SIDE ELEVATION NOT TO SCALE - ROLL-UPDOOR SWINGING DOOR TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTERL' UTILITY BLDG - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR (As applicable) - (As applidaNs) - I -W TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION TYPICAL END' ELEVATION TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL sib[H'ELEVATIOW TYPICAL END ELEVATION NOTTO SCALE NOT TO SCALE NOT TO SCALE NOTTOSCALE NOT TO SCALE NOT TO SCALE \o\'\01 1�111il11 1 B E68TING, INC. sos 14 YORKAVENUE 2!rWica papof op No. REVIEWED FOR c R 0, L, "J'NAO 40 b R T S, INC. CODE COMPLIANCE GENERIC PLANS FOR USE IN THE STATE OF FLORIDA rm TYPICAL BOW RAFTER GABLE END ELEVATION 1— 01120120 TYPICAL BOX A-110N BECHTOL ENGINEERING =Mkb NTS NOT TO SCALE NOT TO SCALE B O C C __j AND 7E817AIG, Ina tb FM ".opaunq . G200011 =&m1zmj1 AM mm" "3TM IN TB SHEET 2OF6 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS' 12 -j3 24.16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) # 12-14 x 3/4- SDFs AT EACH END (4 PER BRACE) 24' IAAXi'!UM RAFTER SPAN ON S=;LE RAFTER >24'TO.19 RAFTER'SMI REOU;RES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME NOT TO SCALE LENGTH VARIES DEPENDING ON NUMBER AND.SPACING OF RAFTERS SEE TABLE 1 SHEET 3 ..1oFs a TYPICAL RAFTER/POST FRAMINGPLAN - BOW FRAME NOT TO SCALE OPTIONAL 24'-1." TO 30` TRUSSED RAFTER - BOW NOTTOSCALE 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 12 �3 24' 16 GA U•CHANNEL BRACE FASTENED TO RAFTERWITH (2) # 12-14 x 3/4' SDFS AT EACH END (4 PER BRACE) 24'?AAX(L!Uta RAFTER SPAN ON SLUGLE RAFTER ,24' TO 3T RAFTER SPAT! REQUIRES A TRUSSED: RAFTER AS SHO47N ON THIS SHEET TYPIC � NTE AOR-sRA TER/POST RAMS SECTION--BOX,-EgVE-.HORIZONTALROOF LENGTH VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS: SEE TABLE.1 SHEET a 10F6 a -~ QXRICAL RAFTERMOS,ff-- - AMIR-G:liIJ=NN -8 X�EAVE SEE TABLE 1 SHEET 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 18 GAUGE FURRING NEL(PURLIN) 24' 16 GA U-CHANNEL BRACE FASTENED TO RAFTER WITH (2) #12-14 x 314' SDFsAT EACH END (4 PER BRACE) 24' Ft VIMU! S RAFTER SPAN ONSNGLE RAFTER >24- TO N RAFTER SPAR REOUIRRES A TRUSSED RAFTER TYPICAL INTERIOR RAFTER/POST FRAME,SECTION = VERTICAL ROOF NOT TO SCALE 1.1/2' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) 02.14 x3/4- SELF -DRILLING FASTENER SPACED NOT MORE THAN 48 O C.' 3 4 SEE TABLE 1 SHEET 10F6 LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS TYPICAL POST/RAFTER"FRAMING PLAN - VERTICAL ROOF NOT TO SCALE TYPICAL END -WALL OPENINGS POST/RAFTER FRAMING PLAN NOT TO SCALE TYPICAL BOW RAFTER GABLE END FRAMING PLAN' NOT TO SCALE TYPICAL BOX EAVE RAFTER'.GABLE END FRAMING PLAN NOT TO SCALE (2) #12-14 z314'_SELF-D SCREWS AT EACH END (4.P.ER BRACE)° ROOF EXTENSION -OPTION MAIN STRUCTURE 8TANDARD LEAN-TO OPTION TYPICAL LEAN-TO. OPTIONS FRAMING PLAN (BOTH OPTIONS SHOWN) - NOT TO SCALE (BOX EAVE.RAFTER SHOWN, ONLY STANDARD LEAN,TO IS APPLICABLE TO BOW FRN.IE RAFTER) .tt]III11'//,. 24- 16 GA U=CHANNEL BRACE (6 TO T POST) 48- 16 GA U-CHANNEL BRACE (8'TO 14'POST) IN BRACE ANGLE SHALL BE MIN.30' LD TO MAXI 45' FROM HORIZONTAL O�1• FULL.6' WELD BOTH SIDES 6' 4 1 I_ -5 RED I- MVED FOR WELD ALL WEB CONNECTIONS, Yd� CODE PMPUANCE. BOTH SIDES �i. m FREy4NF_NG ORTtO'N1 4�03D RIfSSED'R�CTE,f37C?E=AVE LEA zOi"II��iA4MING PLAN NOT TO SCALE INSTALL "112' x MINIMUM 6' TAPCON REDHEAD LDT INSTALL 112' x MINIMUM 6' TAPCON REDHEAD LDT ANCHOR OR 1/2- X MINIMUM 5.1/2' EXPANSION ANCHOR ANCHOR OR 112' x MINIMUM 6-1/2' EXPANSION ANCHOR DRILL 518' HOLE THROUGH THE 2' WASHERS DRILL 5/8' HOLE THROUGH THE 2` WASHERS THROUGH BASE RAIL WITHIN 6' OF EACH THROUGH BASE RAIL WITHIN 6' OF EACH BASE RAIL'AND SECURE TO BASE RAIL AND SECURE TO RAFTER POSTS ALONG SIDES AND EVERY END RAFTER POSTS ALONG SIDES AND EVERY END ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS ANCHOR EYE WITH. m-DIAMETER TS CONTINUOUS WALL POST ALONG END WALL -SECTIONS WALL POST ALONG END' WALL SECTIONS THROUGH -BOLT BASE RAIL THROUGH -BOLT BASE f11NIIdU11 2'MINIMUM (•� MIN. 8' TOP OF ASPHALT PAVEMENT- TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLEGROUNDSURFACE iMINIMUM.2-11/r EMBEDMENT MINIMUM 2-1/2' EMBEDMENT EYE ANCHOR T.i 5/8' ROD 48' LONG ` WITH WHELIX _ 12' OR 5/8' ROD 60' LONG (SEE, GROUND ANCHOR EYE ANCHOR (SEE GROUND ANCHOR j 'b 4. 'MINIFM IM 4' WITH 7' HELIX, SCHEDULE, SHEET 1 OF 6, 5/8' ROD 30' LONG SCHEDULE, SHEET I OF 6, AS APPLICABLE FOR APPLICABILITY) WITH DBL 4' HELIX FOR APPLICABILITY) 12' ZC6NTINU.OUS4"CONCRETEPAVEI.ItUr MONOLITHIC.CONC. FOOTING (2500 PSFMIN.) REINFORCED WITH 2 #5'S CONTINUOUS N,C AS'E CtAl1�-ANCLI;� fQ;E DRILL 518' HOLE THROUGH THE 2` WASHERS BASE RAIL AND SECURE TO ANCHOREYE WITH .112' DUWETER fj j' TS CONTINUOUS THROUGH -BOLT / BASE RAIL (SEE GROUND ANCHOR MINUdUft 4' SCHEDULE; SHEET 1 OF 6. FOR REQUIRED ANCHOR) ZCOtiTINUOUS 4' CONCRETE PAVEMENT EYE ANCHOR' CONCRETE BASE RAIL ANCHORAGE Not To Sw:e (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT I.1EET t.0til tUI.I EOGE'DISTANCESHOVIN IN DETAIL 18) TS TRUSSED RAFTER OR NON-STRUCTURAL TS END POST OR DOO WINDOW FRAME P01 TS BASE/WINDOVI NON-STRUCTURAL GA IF ROLL -UP DOOF 2'x2'x2' 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) AND RAFTER CHORD/RAIL WITH (4) N12-14x 314' SOPS, (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 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale S_FNCRETE BASE RAIL ANCHORAGE To Scale (OPTIONAL --OPEN CARPORTS ONLY) 24' 16 GA U•CHANNEL BRACE (V TO T POST) 48' 16 GA U•CHANNEL BRACE (8'TO 14' POST)' BRACE ANGLE SHALL BE MIN. 45' TO fI 60' FROM HORIZONTAL NIPPLE RAFTEF RAFTER PLE TO NIPPLE WITH SDFs 'Q AURAFTE_Ii�PODETA�`� L� 2A o 1e - - TS RAFTER POST 1-112'x 1-1/2' x 2` 16 GA CLIP ANGLE SECURE TO. POST 'AND BASERAIL WITH (4) #12-t4'x314' SDFs, (2); ON TOP, (2) ON SIDE TS CONTINUOUS BASE RAIL 5 END POST/BASE FAIL CONN. Nol To Scale BASE RAIL OEERANCHORAGE C' Not To Sca'e NO SCREWS. REQUIRED' IN BOW BEND 3' BOW RAFTER 24'16 GA U.CHANNEL BRACE (S' TO T POST) 48' 16 GA U-CHANNEL BRACE (& TO WPOST)' BRACE ANGLE SHALL BE MIN. 45' TO MAXr.60• FROLI HORIZONTAL NIPPLE TO BASE RAIL 3!�-6' LONG TS NIPPLE T SECURE RAFTER AND POST TO 1 NIPPLE WITH (4)'02-14 x 3W RAFTER'POST, SELFo-DRILLING FASTENERS (B)!� RAFTER/POST DETAIL ' 2' x 2.' x 2' 16 GA ANGLE'CLIP SECURE T.O.POSTAND TOPOF HEADER, OR BOTTOM OF•WINDOW RAIUGIRT WITH (4)'#1244 x3/4' SDFs (2) ON TOP OR BOTTOM. (2) ON SIDE TS NON-STRUCTURAL HEADER RAIL OR GIRT 4L SIDING OPTION REVIEWED FOR NON-S T 196% '.1f� PAWI 6. RAIL, "" Not To Scale o LUCTE um p� p'� ® C H,.a p BASE RAIL ANCHORAGE l %Not To Sca'e; 6' LONG TS NIPPLE SECURE POST TO NIPPLE WITH (4) 012-14 x 311 SDFs TS RAFTER POST BASERAIL POST/BASE RAIL:CONN. DETAIL ` Not To Scale 11-11 I - 9,1H IBp., Cet c�taor ' m m Tho +t r P.E. Ffod�� No ATE 0 , �'I SS/ONN- "'111111101, 2'x2'x2' 16.GAANGLE CLIP SECURE TO POST AND RAFTER WITH (4)'#12-14'x 314' SDFs, (2) ON BOTTOM,, —2'x4. 16 GA PLATE SECURE TO EACH SIDE OF TS END POST POST/RAFTER CONNECTION WITH (4) #12-14 x 3!4' SDFs, A (2) ON POST, (2) ON RAFTER 7 END POST/RAFTER. CONN. DETAIL No(To Scale 1-1/2' x 1-1/2' x2"16 GA CLIP ANGLE.SECURE TO RAFTER POST AND GABLE RAIL WITH (4)'#12-14.x 3M' SDFs (2) ON TOP; (2) ON SIDE TS RAFTER POST 1-1/2' x 1-1/Y x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) #12-14'x 314' SDFs, (2) ON TOP, (2) ON BOTTOM GABLE RAIL TO RAFTER POST 8�CONNECTION DETAIL 11 A : Not ro score 2-1/4' FOR 12 GA FRAMING 2-112' FOR 14 GA FRAMING 16 GAUGE U,CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2)'#12-14x 314' SDFS, AT EACH END (4 PER BRACE) — BRACE SECTION Not To Sao NIPPLE DBL. HO 'S NIPPLE EACH WITH x314' _LING FASTENERS- GA TS POST RAFTER POST/DBL. HEADER: DETAIL Not To,Scale 1-112"x 1-1/2' x 2' 16 GA CLIP ANGLE_ SECURE TO RAFTER POST AND GABLE RAIL WITH,(4) 0240314' SI TOP AND BOTTOhi ✓ 1-1/27 x 1-1/2',x 2' 16 GA CLIP ANGLE SECURE TO RAFTER AND GABLE RNL WITH_(4) #12-14 x 314' SDFs, (2) ON TOP, (2).ON BOTTOM SECURE RAFTER AND POST \-TS GABLE RAIL AtTO NIPPLE 'WITH (4)'#12-14'x'3/4' SELF -DRILLING FASTENERS T RAFTER POST GABLE RAIL T01 RAFTER POST CONNECTION DETAIL 11 B No1To scale 1-112' 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTERWITH (2) #12 14 X 3/4' SDF SPACED. NOT MORE THAN 48' O.C. 26 GA. METAL ROOF PANEL TS RAFTER ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale POST 8' LONGsTS NIPPLE SECURE WITH (4)'#12-14 x 3/4- SELF-DRILLING FASTENERS TS HEADER RAFTER POSTMEADER- DETAIL Not,To�Scale NIPPLE' RAFTER TS RAFTER 12' LONG'TS NIPPLE. SECURE POST TO NIPPLE WITH_ (4) #12-14x 3M' SDFs, 6' LONG TS NIPPLE, SECURE WITH (4) #12-14 X 314- SDFs 24.16'GA U-CHANNEL BRACE (IF TO T POST) 48- 16 GAU•CHANNEL BRACE ,(8'TO 14' POST) BRACE ANGLE SHALL BE MIN:45'' TO 11AX ,60- FROM HORIZONTAL TS RAFTER POST SIDE EXTENSION D12 RAFTER/POST DETAIL Not To $ta'e; TS LEG POSTS I'l TS LEG POST TS BASE RAIL V-4' 5 NOT TO'SCALE REVIEWED FOR REVIEWED FOR CODE COMPLIANCE IAo SCE SEE GENESTN&=. T-Y OCC W LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 314' SELF -DRILLING FASTENERS /-12 GA TS POST TS BASE RAIL ___V__` BASE RAIL RAFTER POST/SASE �BARAIL CONNECTION DETAIL n TS RAFTER POST 2'x4' 16 GA PLATE (ONE REQUIRED) SECURE TO EITHER SIDE OF POST/RAFTER CONNECTION WITH (4)'#.12-14 x aW SWs, (2) ON POST, (2) ON RAFTER _-TS LEAN-TO RAFTER 27x2'xV,16 GA ANGLE CLIP SECURE TO POST AND RAFTER WITH (4) #12-14 x 3/4' SDFs, (2),ON RAFTER, (2) ON POST' j1 POST ! LEAN-TO; RAFTER CONN. DETAIL NofTo Scaie iron MEn�+16!' 'TINE, Nc =sT�( 111 3 0 i ala:o No:64 1 ty W_ i� PLO.. sl /�l1F1)►4�� I sit:�11;1111'ull'jll , l� �► , ` >> �► �[®� �E , (C•�} a� ' li �f •�� ► �� GIR1 (TYpica SEE TYPICAL END WALL OPENINGS POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE BOX. EAVE FRAME RAFTER ENCLOSED RLDG e VERTICAL BIDES ROLL -'UP DOOR SWINGING DOOK TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO. SCALE NOT TO,SCALE GIRTS (TYPIcq -1. mf1 - 18 GAUGE FURRING CHANNEL FASTENEO.TO EACH RAFTER.WITH (2) U12-14 x 314' SELF -GRILLING FASTENER SPACED NOT MORE THAN 48' =. OPENING FOR'SWINGING DOOR . WITH NONSTRUCTURAL HEADER g 4 SEE TABLET SHEET OF6 8 6-fw, .5, 3. 0 9 E O_1 v. 8 121 IAX. OPEN6N'G FOR ROLL;UP DWORAlTH STRUCTURALHEADER 4 4 q. 3 31 4 t0 ' 3 4 8 OPENING FOR WbtDowy' H . NON-STRUCTURALHEADER LENGTH VARIES DEPEUDING ON 1XI!MR, AND WINDOW RAIL AND SPACING OF RAFTERS (aso app cab.a !o EM WrEI)' TYPICAL POST/RAFTER/GIRT FRAMING PLAN NOT TO SCALE i BOX SAVE FRAME RAFTER UTILITY BLDG o VERTICAL SIDES TYPICAL SIDE ELEVATION NOT TO SCALE ROLL -UP DOOR- SWINGING DOOR. TYPICAL END ELEVATION NOT'TOSCALE REVIEWED CODE COMPLiANCE Bocc 6EC4t-r, � DEL4N ORIDA- 3272 ;Ceit}Rc�p�C 1Y� �j0 r Thoma •tol, Fkuid� 0:38538 �( • (' XN- OF�sS l OVO' , . I111. INC.