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HomeMy WebLinkAboutConstruction Plansis FBC APPROVED PRODUCTS LIST MAXIMUM ALLOWABLE TABLE 1 RAFTER FRAME; END POST; GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS WIND SPEED AVERAGE FASTENER SPACING' OA ON=CENTERS ALONG RAFTERS OR PARTIALLY APPROVAL EXPIRATION MAXIMUM PURLINS, AND POSTS OR GIRTS (INCHES PRODUCT CATEGORY SUB CATEGORY "MANUFACTURER No. A DATE' DATE OPEN ENCLOSED ENCLOSED WIND ULTIMATE NOMINAL POSTI RAFTER _- RISK CA TEGORY EXPOSURE CATEGORY. WIND SPEED (MPH) WIND SPEED (MPH) SPACING (FEET) 'INTERIOR POSTS/RAFTERS END POSTS/RAFTERS STRU�C OMPONENTS -, , �.., ; .. OOF DECK � �,�,,.,, , ,, .;,,. AROLINA CARPORTS,-INC. 6 Gauge AG Panel . L6596.1-R5 0/ 0/17 _ 04/05/27 180 180 180 TRUCTURALWALL CAROLINA CARPORTS.IN 26 Gauge AG_Panel , ," - - FL67,021 R5 i10/10/17Fi 03/14/27 , 180 180 180 rC, � 14 0 TO 150 89 TO 116 6.0. 6 6 TRUCTURAL2.COMPONENTS ,r r.� 151 �T0�0 STRUCTURAL COMPONENTS FLOOD VENT CRAWL SPACE, DOOR SYSTEMS, INC. FL29622.1 09/01l20 N/A N/A N/A NOTES: 1. Specifications applicable to 26 gauge, metal roof and wall panels fastened'directly to 12 or 14 gauge steel tube framing, or 18 16x8. Flood Vent .. 05/15/19 gau>, �t . Spec fications applicable oe hat channel roof nly for mean roof height of 20.feet or less; and roof slopes of7° to 27' (1.5:12 to 6:12 pitch). Spacing EXTERIOR'DOQRS SWING"ING EgI�IX�IR DOOR AND:METAL COMPAN, FL17996 3-R1 ` # 09/14Q N/A 139 1,38 2 �. :.. _ requirements for other roof heights- and/or slopes may vary. eues40 01 / GROUND ANCHOR SCHEDULE .. EXTERIOR DOORS SWINGING. ELIXIR DOOR AND METAL COMPANY FL17996.5-R1, 09/14/20. N/A 165 147 01729%18 :ULTIMATE Series 407. WIND SPEED (mph) METAL CARPORT INSTALLATION PLANS' EXTERIOR DOORS ROLL,UP' ASTA INDUSTRIES INC. FL8888A-R5 12/31./20 N/A 180 174 110 120.. 130. 140 .150 160 170 180 AND DETAILS AND FRAMING AND Model_203 (12' Max. Width).. 10/07/17 12 FASTENER SPECIFICATIONS #EXTERIO DOORS ROLL -UP e EFL/11806 R411720 N!A 158 138 FOR CONSTRUCTION IN THE STATE OF FLORIDA V . s CAOLINA APORTS C„Detaif.l D .INteeel Roil Up•Sheet Door,(12' Max. Width) : /19 ' 16 WINDOWS _ SINGE UNG I WINDOWS'AND DOORS FL-17499 1-R5 0117/23 N/A 175 - 1.57 = 18 C. PREPARED FOR: odel 1_85 SH 03/2Z/1,9 Ta�i 20 CAROLINA CARPORTS, IN4 P.O. BOX 1263 EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC. FL16806.2-R4 11/11/20 N/A : 180 180 CD 22 D.OBSON, NORTH CAROLINA 27017 Steel Roll -Up Sheet Door - 8' Wide 06/18/19 0 24, 11/11/20 PREPARED BY., . EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS, INC.- FL16806.4-R4 NIA- 180 172 m 26 Steel Roll -Up Sheet Door -10' Wide 06/18/19 BECHTOL ENGINEERING AND TESTING, INC., 28 60"Anchor 605 WEST, NEW YORKAVENUE EXTERIOR DOORS ROLL -UP CAROLINA CARPORTS,. INC. FL16806.3.R4 /11/2 N/A - 1,55 133 . Detail 1C � N 05492 Steel Roll-Up'Sheet Door- Wide 06/18/19 a _ o. 11 0 3 O LAN - DETAILS 1C AND 1 D SHOWN' ON SHEET 4 OE 6 cat�� 'fi z tion � 000 NOTES:. 1: DOORS AND WINDOWS SHOWN MAY BE.SUBSTITUTED FOR DIFFERENT PRODUCT LINES AND/OR'MODELS; PROVIDED THE FOLLOWING CONDITIONS ARE MET: V I ✓ � O RECEIVED A. PRODUCT SHALL HAVE A VALID FBC PRODUCT APPROVAL, . ' . . B: COMPONENTS ARE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQURIEMENTS. ®�^9 ®��j� 2, FRAMING CONNECTIONS FOR DOOR AND WINDOW. FRAMES REMAIN THE SAME FOR SUBSTITUTED PRODUCTS. HEADERS.AND WINDOW RAILS MAY BERAISED OR LOWERED AS NECESSARY TO ACCOMODATE GODS. C r Y- iry DEC ®' 2010 SUBSTITUTED. PRODUCT.' - perhiitting Department: GENERAL N0� -S: ST• LU��� COS �. ; � �.n �. ,,, �,,, St. Lucie Colm�+ 1t TIHESE�{PL�ANS PE T''IN ONLY TO THE STRUCTURE, INCLUDING MAIN WIND FORCE RESISTING SYSTEMi COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING. BUT NOT LIMITED TO THIS IS TO GERR HRALCULATIONSAND > .L'tJMB1NG LECTRI + AL, INGRESS/EGRESS, PROPERTY SET -BACKS, FINISH FLOOR ELEVATION AND SLOPE, OR.OTHER LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS.' SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY.THE r - UNDERSIGNED PROFESSIONAL ENGINEER; AND ARE IN . 14 8 THESE`STv� GTURES ARE.DESIGNED-AS NON -HABITABLE. UTILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND. WIND LOADS: IMPROVEMENTS ACCORDANCE WITH THE REQUIREMENTS OF SECTION:1609OF 2 NOT SPEC FICAM-4-ADDRESSED HEREIN INCLUDING DOORS, WINDOWS, .OR OTHER COMPONENTS NOT LISTED IN. THE FBC APPROVED PRODUCTS. LIST (THIS SHEET), AND NOT PROVIDED AND. INSTALLED BY.CAROUNA CARPORTS, 'THE: FLORIDA BUILDING CODE, SIXTH EDITION (2017).' THE PLANS INC: �WWICH-EXE ADDITIONAL LOADS ON THE STRUCTURE SHALL BEAT THE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING; INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL:DAMAGE OR FAILURE DUET.O'THE ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING . APRLICATION OF ADDITIONAL LOADS. CODE. 3 ALLSTEEL TUBING SHALL BE 50 KSI GALVANIZED STEEL. ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. 4. ALL COMPONENTS AND CLADDING. SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND SHALL MEET THE DESIGN PRESSURES REQUIRED BYTHE FLORIDA BUILDING CODE (FBC) AT THE LOCATION OF: THE BUILDING WITHIN THE STATE OF FLORIDA: BECHT_ ETIGINE NG A T ING, INC. 6WV&S EIN) A, X . FRAM G C NNECTIONS SHALL BE #12-14 x 3/4"SELF DRILLING. SCREWS WITHOUT CONTROL SEAL 1NASHER. ALL SHOP FRAMING CONNECTIONS SHALL BE WELDED. 5 ALLV, ELDCe DELRM OhIDA 32720 8$ — Ai0wiza� N 3 g v CfflREIE-SHA iL�AVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. CONCRETE SLAB FOUNDATIONS SHALL BE REINFORCED WITH 6X6-W1 .4XW1 .4 W© WIRE FABRIC COMPLYING WITH A$TM;A 185, OR WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116. `S 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 REQUIRED FOR CONCRETE FOOTING up Iwide �LLA P ' AND/OR CONCRETE SLAB CONSTRUCTION. SEE GROUND ANCHOR SCHEDULE (THIS SHEET) FOR SPECIFIC TYPE GROUND ANCHOR REQUIREMENTS. \ NG k g CONCRETE=ANC -ORS SHALL BE TAPCON REDHEAD LDT 112" x 5" OR EQUIVALENT OR WEJ-IT ANKR-TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260, OR EQUIVALENT.IE PO /RAFT BRE C NG; BRACE ON EVERY POST/RAFTER CONNECTION, EXCEPT FOR END WALLS. TION SECTIONDE SOILS SHALL BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDER PER R318.1 OF THE FBC SIXTH EDITION (2017) -RESIDENTIAL, AND SECTION 1816.1 OF THE FBC SIXTH CAROLINA CARPORTS, INC. ,U4E_DATI00 20b7 BUILDING�MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000'PSF IS ASSUMED. 11. 14 GA FRAMING: 2-1/2" x 2-1/2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA a? �a-�FraMING {2=474°FS=WiTF2�z 22"fS tVIP-PL`ES' 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 AREA, WITH BASE of 18Q „� 01/20/20 . 7 BECHTOL.ENGINEERING p""k inkb "`E NTS OPENINGS 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 ON ONE (1) FLOOD VENT PER AND 7ESNNa hm �J '� th GM001 EVERY 305 SQUARE FEET OF ENCLOSED AREA. SEE TYPICAL FLOOD VENT FRAMING PLAN, SHEET 5 OF 6. TB .. SHEET 1 OF.6 BOW FRAME RAFTER OPEN CARPORT - HORIZONTAL ROOF es TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX:EAVE FRAME RAFTER OPEN.CARPORT - HORIZONTAL ROOF TYPICAL,SIDE ELEVATION. NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER OPEN CARPORT - VERTICAL ROOF TYPICAL SIDE_ ELEVATION NOT TO SCALE TYPICAL END ELEVATION. NOT TO SCALE TYPICAL BOW RAFTER GABLE END ELEVATION NOT TO SCALE BOW FRAME RAFTER ENCLOSED BUILDING. HORIZONTAL ROOF FLOOD. VENT (As applicable) I. ROLL -UP DOOR SWINGING DOOR TYPICAL -SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE. BOX EAVE FRAME RAFTER ENCLOSED BLDG - HORIZONTAL -ROOF .rl nnn vruT /A. �.,.,r,,.�tiio� - ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION . NOT TO SCALE TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE LEQ.I3L0_G MEKTIG ROLL -UP DOOR SWINGING DOOR (As applicable) (As applicable) TYPICAL END ELEVATION NOT TO SCALE BOW FRAME RAFTER UTILITY BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE ELEVATION NOT TO SCALE TYPICAL END ELEVATION NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG.- HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR TYPICAL SIDE, ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE BOX EAVE FRAME RAFTER UTILITY BLDG - VERTICAL ROOF_ ROLL -UP DOOR SWINGING DOOR (As applicable): (As applicable) — = _ - TYPICAL SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCAL�E TYPICAL BOX EAVE RAFTER GABLE END ELEVATION NOT TO SCALE BECHLA 61NE. RING A D TE3�NFrj INC. 605 WEST N YORKAVENUE DELANIZFLORIDA 3272b10. 3 cemc�ft Of .�.. TE OF. Florida F� P •��.� \\ . CAROLINA kTS, INC. GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 01/20/20 BECHTOL ENG/NEERM O1A"x inkb 8`— NTS AND TESflNG, h eaaanm �mwrKiu., ervnora¢/rA4 •rm wieuun tFmNo ew�m tb G20001 •n.wes TB SHEET 2.OF 6 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS 2A.GA. GALVANIZED. METAL ROOF PANELS FASTENED TO PURLINS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS INSTALLATION INSTRUCTIONS' 2 12 Q3 2 12 Q3 1-1/2: 18 GAUGE FURRING 11 5 4 4 CHANNEL (PURLIN). �2�16'GA .. 2 U-CHANNEL BRACE 24" 16 GA U-CHANNEL BRACE - 4 FASTENED TO RAFTER WITH FASTENED TO RAFTER WITH _ (2) #12-14 x 3/4' SDF's AT (2) #12-14 x 3/4".SDF'S AT. r ANNEL BRACE 24" 16 C7x3/4! E 9 EACH END (4 PER BRACE) _ EACH END (4 PER BRACE) FASTENRAFTER WITH s w w (2) #12-1SDFs ATET :ETABLE1 24' MAXIMUM RAFTERSPAN"ON SINGLE RAFTER 'O " 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER _ EACH EER BRACE)_ _ 6 >24' T0.30' RAFTER SPAN REOUIRESATRUSSED RAFTER . 1. >24' TO 30' RAFTER SPAN REQUIRES ATRUSSED RAFTER 1 W . O - ' AS SHOWN ON�THIS SHEET 4 f- AS SHOWN ON THIS SHEET 4 ' 24' MAXIMUM RAFTER SPAN ON SIN LE RAFTER - _ 3 ;� — >24' TO 30' RAFTER SPAN.REOUII, S A TRUSSED RAFTER 'AS y p SHOWN ON THIS.SHEET TYPICAL TYPICAL INTERIOR RAFTER/POST TYPICAL BO GABLE END FRAMING PLAN W RAFTER- " INTERIOR RAFTER/POST FRAME SECTION - BOW FRAME FRAME SECTION - BOX EAVE - HORIZONTAL ROOF TYP - AL NOT TO SCALE INTERIOR ' NOT TO SCALE .• NOT TO SCALE �AF,T�R!P_OST - Ff3ANLE�SEGTIQNLVERTI`CAL:E�O • NOT TO SCALE 1-1/2" 18 GAUGE FURRING CHANNEL FASTENED LENGTH VARIES DEPENDING ON LENGTH VARIES DEPENDING ON TO EACH RAFTER WITH-(2) #12-14 x 3/4" SELF -DRILLING NUMBER AND SPACING OF RAFTERS NUMBER AND SPACING OF RAFTERS FASTENER SPACED NOT MORE THAN 48" O.C. 3. 4 SEE TABLE 1 SHEET 1 OF 6 ' LENG VARIES DEPENDING ON NUMBER AND SPACING OF RAFTERS 5 SEE MAXIMUM TABLE 1 4' O.C:. FOR CD SHEET VERTICAL i -1 OF 6 PANEL TYPICAL RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST FRAMING PLAN - BOX EAVE PICA TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE NOT TO SCALE POST/RAF=TER,FRAMING;PLAN wVEF�_T,ICAL ROOF NOT TO SCALE NOT TO SCALE SEE SEE TABLET TABLE 1 OPENING FOR SWINGING SHEET 12 SHEET DOOR WITH NONSTRUCTURAL 7 1 OF 6 5 1 OF 6 HEADER 5 8 e .. 5 -q- 4 - 4 .24- 16 GA U-CHANNEL BRACE 2 12' MAX. OPENING FOR ROLL -UP DOOR x �x • s g q, FASTENED TO RAFTER WITH 4 WITH STRUCTURAL 4 4 oPExwcFat swwcwc000a e - (2) #12-14 x 3/4' SELF -DRILLING HEADER w THN 4 SCREWS AT EACH END 12' MAX. OPENING FOR , s UCTUPA ., PER BRACE) ' 10"_(TYPICAL) � � � � � � � � � � � ROLL -UP DOOR WITH � HMERnL ,�H¢aoeR .. � ,(4 . 10 4' 3 4 6 5q - NONSTRUCTURAL 4 1 S - 3 1 1 4 4 4 . .4 4 4 HEADER 4 A 4 4 4 A' .. . OPENING FOR WINDOW WITH NON-STRUCTURAL HEADER TYPICAL �.' ^ENDrWALLOPENINGS —= ROOF EXTENSION OPTION . MAIN STRUCTURE STANDARD LEAN-TO OPTION ANDWINDOW RAIL TYPICAL SIDE WALL OPENINGS FRAMING PLAN (Also applicable to End Walls) POSTJRAI=TE;R Ff�AMING _ TYPICAL LEAN TO OPTIONS FRAMING PLAN (BOTH 0PTI0N§&H0\Af J� . NOT TO SCALE OT TO SCALE NOT TO SCALE (BOX EAVE RAFTER SHOWN 'ONLY STANDARD LEAN-TO IS APPLM T O M ♦�A FULL 6" WELD BOTH SIDES 24" 16 GA U-CHANNEL BRACE (6 TO T POST) BECHTOL EERIN�. I k)NC. 48" 16 GA U-CHANNEL BRACE (8''TO 14' POST) 605 WEST AVENUE BRACE ANGLE SHALL BE MIN. 30° DELAND. QtO A.32720 TO MAX. 45" FROM HORIZONTALmcate FULL 6" WELD � — 8S`38 BOTH SIDES — OPTIONAL.24'-l" TO 30' TRUSSED RAFTER - BOW �`OPTIONAL�2 !=:1! O 0' TRUSSED RAF LER -_BOX �CVE NOT TO SCALE NOT TO SCALE ~� LEAN-TO FRAMING PLAN NOT TO SCALE INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT INSTALL 1/2" x MINIMUM 5" TAPCON REDHEAD LDT ANCHOR OR 1/2" x MINIMUM 5-1/2' EXPANSION ANCHOR ANCHOR OR 1/2" x MINIMUM.5-1/2" EXPANSION ANCHOR DRILL 5/8" 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 EACFI 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 1/2° DIAMETER TS CONTINUOUS WALL POST ALONG END WALL SECTIONS. WALL POST ALONG END WALL SECTIONS. THROUGWBOLT BASE RAIL THROUGH -BOLT BASE RAIL 2"MINIMUM MIN. 6" TOP OF ASPHALT PAVEMENT - TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE [4"MINIMUM MINIMUM 2-1/2" EMBEDMENT _ ,MINIMUM 2-1/2" EMBEDMENT EYE ANCHOR P . j 12" I� 12' . MONOLITHIC CONC. FOOTING (2506 P,SI MIN.) REINFORCED WITH 2 #5's.CONTIN000S QQNCRETE,BASE RAIL.A S C- H_— G Not -To Scale DRILL 5/8" HOLE THROUGH THE .2" WASHERS BASE RAIL AND SECURE TO ANCHOR EYE WITH 1/2' DIAMETER TS CONTINUOUS THROUGH -BOLT . BASE RAIL (SEE GROUND ANCHOR' MINIMUM 4" - SCHEDULE, SHEET 1.OF 6, FOR REQUIRED'ANCHOR) CONTINUOUS 4° . CONCRETE PAVEMENT EYE ANCHOR CONCRETE BASE RAIL ANCHORAGE 1 E Not To Scale (OPEN CARPORTS WHERE SLAB EDGE DISTANCE DOES NOT MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL 1B) 5/8" ROD 48 LONG WITH 6" HELIX 0. OR . 5/8" ROD 60" LONG (SEE GROUND ANCHOR EYE ANCHOR .(SEE.GROUND ANCHOR MINIMUM 4" WITH 7' HELIX, SCHEDULE,.SHEET 1 OF 6; 5/8' ROD 30"•LONG SCHEDULE; SHEET 1 OF 6, AS APPLICABLEFOR APPLICABILITY) WITH DBL 4' HELIX FOR APPLICABILITY) CONTINUOUS 4" CONCRETE PAVEMENT E � CONCRETE BASE RAIL'ANCHORAG. B. BASE_ RAIL DEEP ANCHORAGE BASE RAIL ANCHORAGE Not.To Scale (OPTIONAL - OPEN CARPORTS ONLY) Ci . Not To Scale • 24" 16 GA U-CHANNEL BRACE (5' TO T POST) TS BOW RAFTER 6' LONG TS NIPPLE 1" 16 GA U-CHANNEL BRACE (8' TO 14' POST) SECURE POST TO NIPPLE BRACE ANGLE SHALL BE MIN. 45° TO MAX. 60° FROM HORIZONTAL NO SCREWS WITH (4) #12-14 z 3/4" SDF's REQUIRED -NIPPLE TO 3/16" IN BOW BEND 5" ° RAFTER 4" 16 GA U-CHANNEL BRACE (5' TO T POST) TS RAFTER 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) mTS.RAFTER POST . 9-1/2' BRACE ANGLE SHALL BE MIN. 45° a TO MAX. 60° FROM HORIZONTAL' NIP PLETO > 3/16' BASE RAIL �° ^ L r TS CONTINUOUS BASE RAIL 6" LONG TS NIPPLE. 3^ SECURE POST TO NIPPLE WITH 3" 6" LONG TS NIPPLE (4) #12-14 x 3/4":SDF's SECURE RAFTER AND.POST TO ° NIPPLE WITH (4) #12-14 x 3/4" TS RAFTER POST TS RAFTER POST ' SELF -DRILLING FASTENERS _ `�--�- PO V1 _VSYE F6AIiL C®�I. DETAIL e., _ 2B .Not To Scale ¢' N81To Scale g BOX SAVE RA4=�TER/POSDETAI BOW RAFTER/POST DETi41L 3 iJOtTO Scale ` TS POST .�C,RHR� 2" x 2" x 2" 16 GA ANGLE CLIP SECURE TO POST AND TOP OF TS RAFTER_ POST HEADER, OR BOTTOM OF WINDOW RAIUGIRT WITH 4 #12-14 3/4" SDF' TS TRUSSED RAFTER CHORD, (2) ON TOP OR BOTTOM, (2) ON SIDES OR NON-STRUCTURAL HEADER TS END POST OR DOOR/ WINDOW FRAME POST 2"x2"x2" 16 GA ANGLE CLIP SECURE TO POST (EACH SIDE) 1-.1/2' x 1-1/2" x 2" 16 GA CLIP TS NON-STRUCTURAL HEADER TS.BASENVINDOW RAIL OR AND RAFTER CHORWRAIL WITH ANGLE SECURE TO NON-STRUCTURAL HEADER (4) #12-14 x 3/4" SDFs, (2) ON. POST AND BASE RAIL (12 GA IF ROLL -UP. DOORFRAME) TOP OR BOTTOM, (2) ON SIDE WITH (4) #12-14 x 3/4" SDF's, (2) ON TOP, (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. VTS CONTINUOUS BASE RAIL POST TO RAIL, TRUSS CHORD, OR. END POST/SASE�fZAIL CQN'N' NON-STRUCTURAL HEADER CONN. DETAIL` - -` - Not To Scale l 4 ale Not To Sc 110' TS WINDOW RAIL OR GIRT FOR VERTICAL SIDING OPTION �NON�S `RUrCTUI P►THEADER,,-WI AROLINA CARPO s RAIL; O_R GIRIT— OPO NNA ST CO.:DE`i�IL GENERIC PLANS FOR USE IN THE -° Not To Scale NIPPLE DBL. HE TS RAFTER POST •• 6" LONG TS NIPPLE 2'x2"x2' 16 GA ANGLE CLIP SECURE.EACH WITH ''LONG'TS NIPPLE SECURE TO POST AND (4) #.12-14 x, 3/4' 1/g• SECURE WITH (4) #12-14 x3/4' RAFTER WITH (4) #12-14 x 3/4" SELF -DRILLING FASTENERS r-I SELF -DRILLING FASTENERS SDF's, (2) ON BOTTOM,_ ° 6" LONG TS NIPPLE SECURE EACH WITH (4) #12-14 x 3/4' SELF -DRILLING FASTENERS 12 GA.TS POST (2) ON SIDE OR RAIL 2"x4" 16 GA PLATE SECURE To EACH SIDE OF ° - ° i 2 GA DOUBLETS HEADER TS END POST POST/RAFTER CONNECTION LJ L'J WITH (4) #12-14 x 3W SDFs, . (2) ON POST; (2) ON RAFTER 2 GA TS POST 3/16" MPPLE-TO DBL. HOR. C7BASERAiL NIPPLE TO RAFTER POST/BASE ` ND-POST%RAFZER CONN: DETAIL_: $ RAFTER POST/DBL. HEADER DETAIL 9 RAFTER POST/HEADER DETAIL:. �o B�MRAIL CONNECTION DETAIL Not To Scale Not To Scale Not To Scale' 1-1/2" x 1-1/2" x 2" 16 GA CLIP ANGLE. SECURE TO RAFTER POST AND TS RAFTER POST GABLE RAIL WITH (4) #12-14 x 3/4" SDPs, NIPPLE TO 3/16°6" LONG TS NIPPLE TOP AND BOTTOM '( s ) RAFTER SECURE WITH 4) #12 14 x 3/4" SDF • 2"x4' 16 GA PLATE (ONE REQUIRED SECURE TO EITHER SIDE OF E POST/RAFTER CONNECTION TS RAFTER . 12" LONG TS NIPPLE WITH 4 #-14 x3/4- SDF's SECURE POST. TO NIPPLE ( �12 "(2) 1-1/2" x 1=1/2" x-2" 16 GA CLIP WITH (4) #12-14 x.3/4- SDFs, 2)ON POST - .ON RAFTER ANGLE SECURE TO RAFTER AND GABLE RAIL WITH (4) 1-11T x 1-1/2" x'2" 16 GA CLIP ANGLE • TS LEAN-TO RAFTER #12-14 x 3/4".SDP's, (2) ON TOP, • SECURE TO RAFTER AND GABLE 1-1/2" x 1-1/2" x 2" 16 GA (2) ON BOTTOM RAIL WITH (4) P,'(2) x 3/4' SDP's, CLIP ANGLE SECURE TO () N T BOTTOM i i 2 O OP, (2) ON B TTO RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4` SDF's (2).6N TOP, (2) ON SIDE TS GABLE RAIL ° 24" 16 GA U-CHANNEL BRACE (5' TO T POST) . TS RAFTER 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 GABLE RAIL TO RAFTER POST TSRAFTERPOST CONNECTION DETAIL _ SIDE EXTENSION 41A Not ToSoale = GABLE. RAIL TO RAFTER.POST RAFTER/POST DETAIL CONNECTION DETAIL 12 Not ToScate .1.1 B Not To Scale .. .. TS LEG POST TS LEG POST 1- I/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH RAFTER WITH (2) #12-14 x3/4" SDF SPACED NOT MORE THAN 48' O.C. 2-1/4" FOR 12 GA FRAMING 2-1/2" FOR 14 GA FRAMING 16 GAUGE U-CHANNEL BRACE FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 3W SDPS AT EACH END (4 PER BRACE) — BRAGE SECTION Not To Scale 26 GA: METAL ROOF PANEL ITS RAFTER O F—P--ANEL A MERIT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale TS RAILS TS BASE RAIL TYPICAL FLOOD VENT FRAMING PLAN NOT TO SCALE SEE GENERAL NOTE No. 12, SHEET_ 1 OF 6. 2"x2"x2" 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 R" ICEN BECHT6EEN INEERING AND TES ,INC. 605WEST.NEWYQRKAVEW8 DEUWD,FL A.32720 cewcate W No. 54 7k _ Thomas FWMa Lice. �ORIDA •• /// OVAL e�'\\`� ////lllllllll. .s