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HomeMy WebLinkAboutGENERIC PLANS FOR CARPORTFBC APPROVED PRO L LIST `. - .. GENERAL NOTES M.' _ AX T . TRU ." I THESE PLANS PERTAIN ONLY TO THE S CTURE .INCLUDING MAIN WIND FORCE RES STING SYSTEM COMPONENTS AND CLADDING, PRODUCT' APPROVAL �► ALLOW. DESIGN AND BASE, RAIL ANCHORAGE. OTHER DESIGN ISSUES, INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, .INGRES$/EGRES$, , PROPERTY'SET-BACKS, CATEGORY SUB CATEGORY MANUFACTURER N EXPIRATION PRESSURE FINISH FLOOR ELEVATION AND SLOPE, OR OTHER LOCAL ZONING REQUIREMENTS'ARE THE RESPONSIBILITY o. & DATE DATE WIND (psC OF OTHERS. SPEED. " : STRUCTURES ARE DESIGNED AS NON -HABITABLE UTILITY/STORAGE 2 "THESE STR I . ,BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING. STRUCTURAL"COMPONENTS ROOF DECK CAROI INA CARPORTS; INC. " FL6596.1-R5 04/05/27 180 +27.3 /:-62.5 DEAD LOAD OF THE STRUCTURE AND.APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT SPECIFICALLY ADDRESSED_ HEREIN, t 28 Gauge AG Panel. 10/10/ 17. INCLUDING DOORS, IIVINDOWS- OR OTHER COMPONENTS NOT: LISTED IN THE FBCAPFROVED"PRODUCTS LIST (THIS SHEET AND NOT PROVIDED AND INSTALLED BY CAROLINA CARPORTS, INC., WHICH EXERT ADDITIONAL LOADS ON THE STRUCTURE SHALL EAT THE STRUCTURAL COMPONENTS STRUCTURAL WALL CAROLINA CARPORTS; INC. FL6702:1-R5 03/14/27 180 +27.31-62:5 OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL DAMAGE OR FAILURE 26 Gauge AG Panel 16/10/17 DUE TO THE APPLICATION OF ADDITIONAL LOADS. STRUCTURAL COMPONENTS FLOOD VENT FLOOD FLAPS, LLC, _ " FL173I31.1-R2 09/27/19 N/A N/A 3. LL F E " � OR STAINLESS STEEL 8x16 Flood Flap .. 10%03/17. . 4 ALL COMPONENTS AND.CLADDING,SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. • " EXTERIOR DOORS SWINGING ELIXIR DOOR AND"METAL COMPANY Series 402-14 FL17996:3-R1 01/29/18 12/03/18 139 +40.0 % 40.0 5. ALL FIELD FRAMING CONNECTIONS SHALL BE #12-14 z 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP " FRAMING CONNECTIONS SHALL BE WELDED: " EXTERIOR DOORS. SWINGING ELIXIR, DOOR AND METAL COMPANY Series 407. FL17996;&Rll 01/29/18" 09/14/20 176 +40.0 / =45.0 6. CONCRETE SHALL HAVE 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 WELDED WIRE FABRIC EXTERIOR DOORS, ROLL -UP -ASTA. INDUSTRIES INC. FL8888A-R5 12/31/18 180 +55.8/-55:8 COMPLYING WITH ASTM.A 185,"OR- WITH SYNTHETIC FIBER REINFORCEMENT COMPLYING WITH ASTM C1116.. Model 203 10/06/ 17 - 7. BASE RAIL GROUND ANCHOR REQUIREMENTS: ONE WITHIN 6" OF EVERY POST LOCATION; AND BOTH SIDES OF OPENINGS WHERE WINDOWS SINGLE HUNG MI WINDOWS AND DOORS FL1.7499.1-R2 10/17/18 180 +55.0 / -55.0 ." BASE RAIL IS ABSENT.: GROUND ANCHORS ARE NOT REQUIRED. FOR CONCRETE FOOTING AND/OR CONCRETE SLAB CONSTRUCTION.- " Model 185 SH 12/29/17 SEE GROUND ANCHOR SCHEDULE• (" THIS SHEET)FOR SPECIFIC TYPE GROUND ANCHOR"REQUIREMENTS. . WINDOWS SINGLE HUNG ... POCAHONTAS ALUMINUM COMPANY, INC. FL129.40.2-R4 01/25/20 139 +35.0 / -35:0 - - 8 NSION ANCHORS SFiALL•BE WE:1 IT ANI<R TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA. E 1260 OR Model 100 VS 01/15/18 ." .. . i EQU VAEENT.XPA • 9 POST/RAFTER BRACING:. BRACE ON EVERY POST/RAFTER CONNECTION; EXCEPT FOR END WALLS.- TABLE-1 RAFTER FRAME, END POST, GROUND. ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS 10 SLAB FOUNDATION SUBGRADE SOILS SHALL BE "TERMITE TREATED AND COVERED WITH 6 MIL VAPOR: RETARDER PER SECTION R318:1 - ... , . - • . " ' .OF - THE FLORIDA BUILDING CODE SIXTH EDITION (2017): RESIDENTIAL; AND SECTION.1.616.1:OF"THE FLORIDA BUILDING CODE SIXTH ' . AVERAGE:FASTENER SPACING EDITION (2017) BUILDING: MINIMUM ALLOWABLE FOUNDATION SOIL CONTACT BEARING PRESSURE OF 2,000 PSF.IS ASSUMED. " " " , ON -CENTERS ALONGRAFTERS OR 11. 14 GA FRAMING: 2-1/27 x 2=1%2" TUBE STEEL (TS) WITH 2-1/4" x 2-1/4" TS NIPPLES. MAXIMUM PURLINS, AND POSTS OR�GIRTS N 2- - S 12 GA FRAMING: 1/4"x 2 1/4" T WITH 2" z2"�TS NIPPLES: WIND ULTIMATE NOMINAL POST /. RAFTER (INCHES) RISK, EXPOSURE WIND -SPEED ' "WIND SPEED " SPACING IN �B CATEGORY CATEGORY (MPH) (MPH)" (FEET) POSTS/RAO ERS" "POSTS/RAFTERS, 095 3E, T10 TO :150- " 89-T0116 6 & LUCle:C01Inty . ST. LI; C? COGT BUILD , SiON 5.0 6 - - -- _C - - - .- _. ---- - = RFC LIi��'EU FOR CDL 151 TO 18.0 117 TQ 139. 4.0 -6 6 RF;VI LIVED Y THIS IS TO CERTIFY THAT THE CALCULATIONS AND' - -DATE SiZ6) ( SPECIFICATIONS. HEREIN HAVE BEEN PREPARED BY THE . NOTES: 1. Specifications applicable to 26 gauge metal roof and wall panels fastened directly to 12 6� 14 gauge steel -tube framirig, or 18 gauge hat UN PLANS AND PE �T MUS channel roof purhns. 2. Specifications only A ,C BE KEPT ON JOB. ACCORDANCE WT HFTHEIREQU REQUIREMENTS 0 SECT ON 1609 0E OR NO INUECTION WIL THE FLORIDA BUILDING CODE, applicable for mean roof height of 20 feet or.less, and roof slopes of Z° to 27°, (1.5:12 to 6:12 pitch). Spacing BE MADE. SIXTH EDITION (2017). THE PLANS requirements for other roof heights a arid/or slopes may. vary: ARE VALID UNTIL THE NEXT REVISION OF THE FLORIDA BUILDING CODE. GROUND ANCHOR SCHEDULE ULTIMATE=WIND SPEED (mph) 11U-_`120 .130.1 14..0 150 1.60:.170 '180 12 14 - -.30"Anchor' m 16 : Detaidl). 18 0 � 20 48"Anchor z 22 DetaII'1C . 0 J 24... m 26 28 160' Anchor 30 l Detail is THESE PLANS AND ALL PROPOSED WORK METAL CARPORT INSTALLATION PLANS.AND DETAILS_ AND; ARE SUBJECT TO ANY CORRECTIONS REQUIRED STFIELD :INSPECTORS THAT FRAMING AND FASTENER SPECIFICATIONS MAY BE NECESSARY IN ORDER TO FOR CONSTRUCTION IN THE STATE OF FLORIDA ;ARE THE RESPONSIBILITY OF THE PREPARED FOR: CONTRACTOR OF RECORD '/� �S'QNAL CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 CAROLINA CARPORTS, INC. PREPARED BY:GENERIC PLANS FOR USE IN THE STATE OF FLORIDA BECHTOL ENGINEERING AND TESTING, INC. " 605 WEST NEW YORK AVENUE 317n8 DETAILS 1C AND 1.0 SHOWN ON SHEET 4 OF 6 DELAND, FLORIDA 32720 L t:BECHTOL ENGINEERING .RR WA NTS AND 7E87IN0 L►a Certificate of Authorization No. 00005492 sRR G18001 caizaiwo mmrcwcu nnwaNO,uu aw 4umw�s rero;o Mom o�.ra�unmm°a.a�� "^f"m TB . SHEET 1 OF -` ROW FRAME RAFTER Omni CARPORT - HORIZONTAL ROOF BOW FRAME RAFTER UTILITY 136 L SING -HORIZONTAL ROOF BOW FRAME RAFTER ENCLOSED BUILDING - HORIZONTAL ROOF ROLL -UP DOOR SWINGING DOOR ROLL -UP SININAslapplicable) (AS applicable) (As, applicable] AsIDcab ; 6• r7i - " - .. ., ENCLOSED LENGTH VARIES TYPICAL SIDE ELEVATION TYPICAL END ELEVATION TYPICAL $IDE ELEVATION TYPICAL END ELEVATION TYPICAL SIDE ELEVATION:: TYPICAL' END ELEVATION: NOT TO SCALE : NOT TO SCALE NOT TO SCALE... NOT TO SCALE NOT TO SCALE ; NOT TO SCALE BOX EAVE FRAME RAFTER OPEN:CARPORT -:HORIZONTAL ROOF BOX:EAVE: FRAME RAFTER ENCLOSED BLDG -.HORIZONTAL ROOF BOX EAVE FRAME RAFTER -UTI LITY BLDG -" HORIZONTAL = ROOF :. ROLL=l1P DOOR SUVINGING DOOR . R LL-UP. DOOR SWINGI DOOR (As applicable) - : (As applicable) . . (As applipble) - (As applicable) . r7l 6' �6• EN LOSEDLENGTH VARIE TYPICAL SIDE ELEVATION -TYPICAL END ELEVATION TYPICAL SIDE ELEVATION. - : , TYPICAL END ELEVATION w. E EL ELEVATION � ELEVATION - NOT TO SCALE NOT TO SCALE .. NOT TO SCALE NOT TO SCALE NOT-TYPICAL No Pro SCALE SCALE D BOX EAVE FRAME RAFTER OPEN CARPORT: -VERTICAL ROOF BOX EAVE FRAME RAFTER :ENCLOSED BLDG -VERTICAL ROOF BOX EAVE FRAME' RAFTER UTILITY BLDG. - VERTICAL.ROOF ROLL UP DOOR SWINGING icabl ROLL -UP DOOR SWINGING DOOR pw ) (As applicable); a li e) . (As applicable) .. (As applicable) ENCLOSED LENGTH VARIES TYPICAL.SIDE ELEVATION TYPICAL END ELEVATION lON C�—"{TYPICAL —Sl ED ELEVATION `„ Cj J,, ' 1YiP1,CALENDELrEVATION_ iF Ty -SIDE ELEVATION TYPICAL END ELEVATION NOT TO SCALE NOT TO SCALE E NOT TO SgN F - _ NOT TOSC .: NOT TO SCALE' NOT TO SCALE BECHTOL ENQ1 IN��€e$ 605 WEST NEW �p 7UE O i DELAND, FLORIB� y 0' �. Comicam a dwill 0' o, b Thomas FP. Lloem;e: rjrJ Florida .. STATE OF CAROLIN.C'���NC. GENERIC PLANS FOR USE IN� STATE OF FLORIDA TYPICAL BOW RAFTER GABLE END ELEVATION TYPICAL BOX EAVE RAFTER GABLE END ELEVATION TYPICAL BOX EAVE. RAFTER GABLE END ELEVATION mv `MM 3fM8 , NOT TO SCALE NOT TO SCALE NOT TO -SCALE BECHTOLGENGINEERING � R :..e R NT S AND 7EMNG . CDNSUL*o o�moaW A.. DWONVEWAL. ,um N�m+W.s:hsnW Doxws "� RR G18001 �ti�,r.mwmm�w>aamsm TB SHEET 2 OF 5 0 26 GA. GALVANIZED METAL ROOF PANELS 26 GA. GALVANIZED METAL ROOF PANELS . 26 GA. GALVANIZED METAL ROOF; FASTENED TO RAFTERS PER'MANUFACTURER'S FASTENED TO RAFTERS PER MANUFACTURER'S FASTENED TO PURLINS PER MANUFACTURER'S - INSTALLATION INSTRUCTIONS' INSTRU TIONS' INSTALLATION INSTRUCTIONS INSTALLATIONINSTRUCTIONS 2 12 '' z . Q 3 1-1/2' 18 GAUGE FURRING 11 .2 CHANNEL (PURLIN) 5 - ... 24' 16 GA U-CHANNEL BRACE, 24':16 GA U-CHANNEL BRACE 4 FASTEN ED'TO RAFTER WITH r _ FASTENED TO RAFTER WITH _ 2 14 z 3/4' SDF's AT .. (2) #1 - 2 . (2) #12-14 x 3/4' SDF's AT 24' 16'GA U-CHANNEL BRACE . - __ EACH END 4 PER BRACE . ( ) _ z EACH E ND. (4 PER BRACE) FASTENED -TO RAFTER WITH ' W — W (2)'#12-14 x,3/4' SDRs AT' "v 24' MAXIMUM'RAFTER SPAN ON SINGLE RAFTER :. .. 24' MAXIMUM RAFTER SPAN ON SINGLE RAFTER .'EACH -END (4 PER BRACE) - . . O .. >24' TO 36. RAFTER SPAN REQUIRES A TRUSSED RAFTER - • AS�SHOWN ON THIS SHEET' -- 1 q' � • - _ . >24. TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER • 'AS SHOWN ON THIS SHEET. .1 q - 'A � '24'. MAXIMUM RAFTER SPAN SINGLE RAFTER s2d' TO 30' RAFTER SPAN REQUIRES A TRUSSED RAFTER .p AS SHOWN ON THIS SHEET - 4 TYPICAL. TYPICAL INTERIOR-RAFTERIPOST :INTERIOR RAFTERIPOST FRAME'SECTION : BOW FRAME FRAME SECTION - BOX'EAVE _ HORIZONTAL ROOF' - - r:- �. ` " FTER-GABLE.EN D FRAMING PLAN . NOT TO SCALE : . NOT TO SCALE _ _ _ TYKE LAIN --_ — . IO , T NOT TO SCALOW E ..' _ -R/POS FRAME SE -G1TION - UERTI,GALSROOF` . ". TiTOC�.' CHANNE 1-1/2° 18 GAUGE FURRING FASTENED LENGTH VARIES:DEPENDING ON LENGTH.VARIES DEPENDING ON TO, EACH. RAFTER WITH (2)'#12-14x'3/0.15ELF-DRILLING NUMBER AND SPACING OF RAFTERS NUMBER AND.SPACING OF RAFTERS FASTENERSPACED: NOT MORE THAN 48' O.C.' LH. 11 -I SEE L 'I. TABLE 1 4 SEE SEE. ' - :SHEET SHEET TABLE .. TABLE . , 'iOF5 - 1.OF 5 SHEET. .. SHEET 3 1OF.5 :. 1OF5'. 4. LENG VARIES DEPENDING ON NUMBER' AND.SPACING OF RAFTERS TYPICAL'RAFTER/POST FRAMING PLAN - BOW FRAME TYPICAL RAFTER/POST-FRAMING PLAN = BOX EAVE 'TY ": PICAL TYPICAL BOX EAVE RAFTER GABLE END FRAMING PLAN NOT TO SCALE' NOT TO SCALE.. ': POST/RAFTER FRAM:ING�PLAN -VERTICAL ROOF.. NOT coscAL E NOT TO SCALE • ' . . - SEE TABLE 1 OPENING FORSNINGING. SHEET 12 POOR 'WITH NONSTRUCTURAL w 7- 1 OF 5 . 5 HEADER. _. 5 4 13 .4- .4 5' 17 MAX. OPENING 6 24' 16 GA U-CHANNEL BRACE' FOR ROLL,UP. DOOR' . ... - 4 4 'OPENMG FASTENED TO RAFTER WITH_ 4 ' _'. WITH STRUCTURAL ..': FOR': " 6 svnncwc000R .. ' (2) #12.14 x 3/4' SELF -DRILLING .' HEADER .. _ .. . ' .. .. .. ... - 12' MAX. OPENING FOR . . 4 wrtR noN- s .. .. .. - .. SCREWS AT EACH END - 10' (TYPICAL)' ROLGUP DOOR WITH xFno� _ (4 PER BRACE) 3 4 6 .. 5 .. ,4 NONSTRUCTURAL' 4 .' 3 .. _ .. . 1 - 3.. 1 .. 4 4 4: 4 4 . HEADER - A' _ - .4 . .. :4 .. 4 1' 4 .OPENING FOR WINDOW.WITH - - NONSTRUCTURAL'HEADER TYPICAL 'ROOF EXTENSION OPTION MAIN STRUCTURE STANDARD LEAN-TO OPTION AND WINDOW RAIL TYPICAL: SIDE WALL OPENINGS FRAMING PLAN (Alsoaparreahleto.End Walls) ND WALL OPENINGS POST%RAFTER FRAMING PLAN - _ P�IGAL: LE TO OP�TEIONS PLAN(BOTHNSHOWN) QW . NOT TO SCALE NOT'TO SCALE sRAMWG ..OPTIONS SCALE ER APPLICABLE No @ E �� R 24 5 ( 16 GA U-CHANNEL BRACE TO POST ) BECHTOL ENGIN� a 48'16 GA U-CHANNEL BRACE (V TO.14' POST) 805 WEST NEW YORK —FULL 6' WELD BOTH 'SIDES OPTIONAL 24'-V' TO 36' TRUSSED RAFTER - BOW NOT TO SCALE. BRACE ANGLE SHALL BE MIN. 30• Tr% RAAV AGO =nRA L-1-MAI FULL 6- WELD BOTH SIDES WELD. ALL WEB CONNECTIONS, .BOTH SIDES OPTIONAL 24'=V TO 30' TRUSSED RAFTER - BOX EAVE NOT TO SCALE FREESTANDING LEAN-TO FRAMING PLAN. NOT TO SCALE. DELAND,FLORIDA 32Z30 Cerufaw ' 1mn O.3 38 Florida Lloense:No. 38535� STATE OF. �. ........ \ CAROLING GENERIC PLANS FOR USE IN THE STATE OF FLORIDA 3/7/18 BECHTOL ENGINEER/NO " RR Nrs mu AND 7MM4 hm RR G18601 Ou=tYOtAL0mft l %O°O0A A" TB ,SHEET 3.O05 INST-. N:2" x MINIMUM 5=1/2° EXPANSION ANCHOR INSTALL 1/2' x MINIMUM 5 1/2" EXPANSION THROUGH BASE RAIL WITHIN 6",OF EACH RAFTER DRILL -5/8. HOLE THROUGH THE 2 S DRILL 5/8' HOLE i nr<vi➢GH THE 2"WASHERS . ANCHOR THROUGH BASE RAIL WITHIN 6" POST ALONG SIDES AND WITHIN 6".OF EACH END BASE RAIL AND SECURE TO . BASE RAIL AND SECURE TO OF EACH RAFTER POST ALONG SIDES TS CONTINUOUS WALL POST ALONG END WALL SECTIONS ANCHOR EYE WITH 1/2" DIAMETER ANCHOR EYE WITH 1/2" DIAMETER TS CONTINUOUS THROUGH -BOLT BASE RAIL THROUGH -BOLT . BASE RAIL 4' MINIMUM 2' MINIMUM TOP OF ASPHALT PAVEMENT TOP OF ASPHALT PAVEMENT OR STABLE GROUND SURFACE OR STABLE GROUND SURFACE /2" EMBEDMENT EMB EDMENT BED(iAENT . EYE ANCHOR .. .. .r IMINI.MUM.2-1 .. .. ROD 4$"• LONG.. : WITH 6" HELIX. - .. OR 5/8°. ROD 60".LONG (SEE GROUND ANCHOR EYE ANCHOR i•' , • .`; MINIMUM 4" _ WITH T HELIX, - - SCHEDULE, SHEET :IOF 5; - .. L AS APPLICABLE FOR'APPLICABICI 5!8 ROD 30 LONG SCH DUOLE SHEET T� WITH DEL 4" HELIX FOR APPLICABILITY) OR : OF 6 12"—Z�1 : MONOLITHIC CONC. FOOTING. 2500 PSI MIN.). ( CONTINUOUS 4° CONCRETE PAVEMENT REINFORCED WITH 2 #Vi CONTINUOUS . -CONCRETE �A_-:_E R/41_L ANCHOiR�AG ' m CONCRETE BASE RAIL ANCHORAGE RAIL. /� Not To_Sbale (OPTIONAL -OPEN CARPORTS ONLY) (; - BASE It[1 o.Scale IL DEEP ANCHORAGE D BASE RAIL ANCHORAGE w. DRILL 5/8". HOLE THROUGH THE .. 2' WASHERS 24" 16 GA U-CHANNEL BRACE (F TO T POST) - BASE RAIL AND SECURE TO CHANNEL BRACE IT TO 14' POST) TS BOW RAFTER 6" LONG TS NIPPLE ANCHOR EYE WITH 1/2" DIAMETER ' - TS,CONTIN000S 4 A U BRACE ANGLE.SHALL BE MIN.45° NIPPLE : 8"16G SECURE POST TO: . THROUGH BOLT' BASE RAIL TO MAX. 60 FROM HORIZONTAL NO SCREWS, WITH (4) #12-14 x 3/4° SDFs REQUIRED. . NIPPLE TO. 3/16° : IN BOW BEND 5' E .. RAFT R ' : RA - lS. FTER MAX. .:: -:.• +•-.:-:. .... -',:' i .. .. TO GAEXANGCE FROMT014P POST). 9-'I/2" POST) TS RAFTER POST r' (SEE GROUND ANCHOR . NIPPLE TO 3/16°. BASE RAIL TS CONTINUOUS BASE RAIL MINIMUM 4° SCHEDULE, SHEET-1 OF.5, 6 .6" FOR REQUIRED.ANCHOR) 3. . 6": LONG TS NIPPLE . - SECURE POST TO NIPPLE WITH CONTINUOUS 4" °' - x 3/4 (4) #1714 SDF's 3"' 6"' LONG TS NIPPLE . SECURE RAFTER AND. POST TO CONCRETE PAVEMENT . NIPPLE WITH.(4) #12-14 x 3/4". TS RAFTER POST TS RAFTER POST : SELF -DRILLING FASTENERS ' EYEANcHOR _ POST/BASE RAIL CONN. DETAIL BOX EAVE,RAFTER/POST DETAIL- . .BOW RAFTER/POST DETAIL.: - Not To Scale CONCRETE'BASE RAIL:ANCHORAGE. �A� Not To Scale `ZB 'Not To Scale E Not To Scale (OPEN CARPORTS INHERE SLAB EDGE DISTANCE DOES NOT `J MEET MINIMUM EDGE DISTANCE SHOWN IN DETAIL•18) : ITS POST (12 GA IF ROLL -UP DOORFRAME) . 2° x 2" x 2' 16 GA ANGLE CLIP SECURE TO POST AND:TOP OF : TS RAF.TERFOST :. . HEADER; OR BOTTOM OF WINDOW TS.TRUSSED RAFTER 'CHORD, RAIL(GIRT WITH (4) �#12-14 x 3/4" SDFs OR NON-STRUCTURAL HEADER (2) ON TOP OR BOTTOM, (2) ON SIDE TS END POST OR DOOR/ WINDOW FRAME POST 244"x2' -16 GA ANGLE CLIP SECURE TO POST (EACH SIDE)' 1-1/2" x 1-1/2° x 2° 16 GA CLIP TS BASEIWINDOW RAIL OR AND RAFTER CHORD/RAIL WITH'ANGLESECURETO TS NONSTRUCTURAL HEADER _ NON-STRUCTURAL HEADER (4) #12:14 x 3/4" SDFs, (2) ON :. POST AND BASE RAIL (12 GA IF ROLL-UPDOOR FRAME) 12 GA IF ROLL -UP DOOR FRAME) TOP OR BOTTOM, (2) ON SIDE WITH ,(4) #12-14 x 3/4" SDF's, NOTE: AT ROLL -UP DOOR OPENINGS, POST SHOULD BE FLUSH WITH RAIL END. CLIP POST TO RAIL ONLY ON SIDE OPPOSITE THE OPENING. POSIT TO RAIL, TRUSS CHORD, :OR 4 NON-STRUCTURAL HEADER CONN. DETAIL Not To Scale (2) ON TOP, (2) ON SIDE ITS CONTINUOUS BASE. RAIL 5 END POST/BASE RAIL CONN. Not To Scale TS WINDOW RAILORGIRT NAB FOR VERTICAL SIDING OPTION NON-STRUCTURAL HEADER, WINDOW CAROLINA CARPORTS, INC. s RAIL, OR GIRT TO POST CONN. DETAIL GENERIC PLANS FOR USE IN THE STATE OF FLORIDA Not To Scale 3/7/18 BECHTOL.ENG/NEERM w�" . RR Nrs AND 7ES77NG hm mou , . ro dojo omiodW cu QrvwdNthNra ANG 11Aitnu�s 7MM :Ndxms '� RR "�`'a G18001 """° TB SHEET 4 OF 5'. NIPPLE TO 3/16' DBL. HDR: TS RAFTER POST 6' LONG TS NIPPLE SECURE EACH WITH (4) #12-14 z 3/4' SELF -DRILLING FASTENERS r 6" LONG TS NIPPLE GAANGLE CLIP SECURE EACH WITH LONG TS NIPPLE 12 GA TS POST POST AND (4) #12-14 x 3/4' 1/g� . SECURE WITH (4) #12r14 x 314' ITH (4)#12-14x3/4" SELF -DRILLING FASTENERS r� SELF -DRILLING FASTENERS N BOTTOM, i x6 GA PLATE . ' ' � TS BASE RAIL TS END POST SECURE TO EACH, SIDE OF POST/RAFTER CONNECTION o i �� o i 2 GA DOUBLETS HEADER i WITH (4) #12-14 x 314' SDF's, LJ (2) ON POST,.(2) ON RAFTER 2 GA TS.POST 3N6' : NIPPLE TO. D BL. HDR. _ 3/16" NIPPLETO BASE RAIL' END POST/RAFTER CONN. DETAIL �� BASE.RAFTER RAFTER POST/DBL:. HEADER DETAIL - RAFTER POST/HEADER DETAIL RAL ON ECTION DETAIL BME Not To Scale $ Not To Scale . s Not T o Scale I 1A/2" x 1-1/2' k 2' 16 GA CLIP ANGLE . SECURE TO RAFTER POST AND GABLE RAIL' WITH (4) #12-14 x:3/4' SDF s, � PO TS RAFTER POST TOP AND BOTTOM NIPPLE TO 3/16' 6' LONG TS NIPPLE RAFTER .SECURE H.(4) #'12-14 x � 'SDP WIT 3/4 s 2'x4' 18.GA PLATE (ONE REQUIRED) , SECURE TO RE EITHER SIDE 'OF TS RAFTER 12' LONG TS NIPPLE. POST/RAFTER CONNECTION I-1/2° is 1-1/2" is 2° 16 GA.CLIP SECURE POST TO NIPPLE WITH (4) #12-'14 x 3W SDPs,' ANGLE SECURE TO.RAFTER WITH (4) #12-14 x 3/4° SDF's, - _. (2) ON POST, (2) ON RAFTER AND GABLE RAIL WITH (4). 1-1/2" x 1-1/2".x 2" 16 GA CLIP.ANGLE: TS LEAN-TO.RAFTER #12-14 x 3/4" SDF's, (2) ON TOP; SECURE TO RAFTER AND GABLE -' ' ' o 1-1/2''x 1-1/2' x 2° 16 GA (2) ON.BOTTOM RAIL WITH (4),#12-14 x 3/4" SDPs, CLIP ANGLE SECURE TO (2) ON TOP, (2) ON BOTTOM RAFTER POST AND GABLE RAIL WITH (4) #12-14 x 3/4" SDFs f (2) ON TOP; (2) ON SIDE TS GABLE RAIL 24" 16 GA U-CHANNEL BRACE (5' TO T POST) 2'x2"x2" 16 GA ANGLE CLIP TS RAFTER POST 6" LONG TS. NIPPLE 48' 16 GA U-CHANNEL BRACE (8' TO 14' POST) SECURE TO POST AND SECURE RAFTER AND.POST TS GABLE RAIL BRACE ANGLE SHALL BE MIN. 45° RAFTER WITH (4) #12-14 x 3J4° TO NIPPLE WITH (4) #12-14'x 3/4" TO MAX. 60° FROM HORIZONTAL SDF's, (2) ON RAFTER, SELF -DRILLING FASTENERS TS RAFTER POST (2) ON POST GABLE RAIL TO RAFTER, POST TS RAFTER:POST=- - �A CONNECTION. DETAIL ` GABLE.RAIL TO RAFTER_ POST SIDE.EXTENSION _ POST/ LE AN TO RAFTER CONN: DETAIL - .Not To Scale • RAFTE R/POST DETAIL CONNECTION DETAIL 12 Not.To Not Tosple .. - Scale - Not To Scale BECHTOL ENGINESWG D iES'lyll .. 6W WEST NEW YORKAVEw y 1-1/2' 18 GAUGE FURRING CHANNEL FASTENED DELAND, FLORIDA 3272.0 /VO TO EACH RAFTER WITH (2)'#12-14 x 3/4' SDF Certlfl� of 3853 ; 2' SPACED NOT MORE THAN 48' O.C. �f e 2-1/4' FOR 26 GA. METAL ROOF omae P.E S 12 GA FRAMING PANEL Flatda License No. 38538 S . ,c. TgTF pF(,� \ 2-1/2' FOR 14 GA FRAMING ''� /� • A ' II 16 GAUGE U=CHANNEL BRACE TS RAFTER FASTENED TO THE POST AND RAFTER WITH (2) #12-14 x 314' SDFS - AT EACH END (4PER BRACE) . - CAROLINA CARPORTS INC. -' R©OF 1 PANEL ATTACHiIVIENT� BRACE SECTION (ALTERNA OR VERTIC-A ROOFPANELS) GENERIC PLANS FOR USE IN THE STATE OF FLORID Not To Scale Not To Scale -�oRTiY. • .� - b 70 0 LEGEND \ A=ARC .ASFH. a ASPHALT' C =' CALCDLATED CH CHORD C/L = CENTERLINE CH - CONCRETE MONUMENT 6 - DELTA D = DESCRIPTION D.E. DRAINAGE EA EVENT PD. = FOUND O.W. a GUY WIRE I.P. a IRON PIPE I.A. b C. =•IRON ROD b CAP L.P. LIGHT POLR M= MEASURED N&W= MAIL &WAHER , O.E. = OVERHEAD ECTRIC P. = PLAT PAVT. o PAVEMENT P.C. = POINT OF C EVE P.C.C. =POINT:OF, OHPOUND CURVE P.P. = P=OWER POLE P.R.C. POINT OF REVERSE CURVE _ P.T. a POINT OF T NdENT P.C.P. - PEAMANEN CONTROL POINT P.R.N. a PERMANENT REFERENCE HARRER R= RADIUS R011 aRIOHT OF WAY U.E.a UTILITY EASEMENT H.P. a NIOH'POIN BLK. = BLOCK D.M. . BENCHMARK Y.F. = FINISHED .1 LOOK Ka qer IRON ROD CAP LB12 b COMO. = CONCRETE �yrs c�ror rO xCALL 9 L c- Ir --- - L o T 2 2 PC,cGlC�O ca&o d R ES�v F.✓ E . CP zq. 0, .. n . i� 0 4br. Z a P l3Lecr: A -a .tl '• C ,P9v a• M' I W J>, s vO cp°I R OW a I � '.V) �! I � D zUJ ~��zw�w IlLEAUO�NF- o O I • v � N W � 0 �0 A D-RIV6 VU FLOOD ZONE AH ELEV. = 17.00 �•� � FIRM PANEL 1202850281G Z DATED NOVEMBER 4, 1992 DESCRIP. ION LOT 1 AND 2, BLOCK 60 OF INDIAN RIVER E TATES UNIT EIGHT, ACCORDI G TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 73, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LANDS SITUATE IN ST. LUCIE COUNTY., FLORIDA. STREET'ADDRESS: 5612 SEAGRAPE DRIVE SURVEYOR'S CERTJFICATF.s THIS CER'PIFIES THAT A SURVEY OF tHE PROPERTY DESCRIBED ITERE014 WAS MADE UNDER MY SUPERVISIONIAND THAT THE SURVEY.MEETS TI1E MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANTITO SE4'TION 472.027,• FLORIDA STATUTES• AND, THAt'THE SKETCH HERhON IS A TRUE - AND ACCURATE REPRESENTATION THEREOF TO THE IBEST' ,OF MY KNOWLEDGE AND BELIEr. SUBJECT TO NOTES AND NOTATIONS SHOWN HEREON. I NOT VALID UNLESS SEALED WITI1 AN EMPROSSED SURVEYOR'S 'SrAL,. s .I CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY JP MORGAN CHASE BANK, N.A. SANDY CLINE NU'1'L•'N 1) REPRODUCTIONS OF THIS SKETCH ARE NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYORS SEAL. 2) LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, MURPHY P ON EDS 3) LAND DESCRIBEDSHOWNHEREON �ADJOINING WAS PROVIDEDBYETHE' CLIENT 4) NOATTEMPT HWAS HMADE GBYTTHIS OFFICE TO LOCATE SUBSURFACE IMPROVEMENTS OR ENCROACHMENTS OTHER THAN THOSE SHOWN. HEREON. 5) UNDERGROUND FOUNDATIONS NOT LOCATED. 6) BEARINGS ARE RELATIVE TO LEGAL' DESCRIPTION (SUPPLIED BY CLIENT). ' r or Q T) 'a'T 1) GERALD W. STiY , PROFESSIONAL RT r.,IS'T'RAT'ION NO - 4464 y KEU;6' E 'T OF AS BUILT SURVEY PREPARED FOR: FIRST.' AMERICAN TITLE TREASURE COASri' LAND SURVEYORS LB #k 6453 PROFESSION L LA SURVEYORS PHONE '.0 3250 CANO I CE AVE . 134-2663 JENSEN BEACH, FLOR I UA 34957 r s