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Home My WebLink AboutGENERIC PLANS1 f d ..... '� FBC APPROVED PRODUC i� DIS'T . 'F �'-:METAL CA2PO2TINST TION PLANS AND DETAILS ..: ::..PRODUCT CATEGORY. . SUB CATEGORY MANUFACTURER APPROVAL:::. MAXIMUM.. ALLOWABLE .. .. AND No. & DATE FRAMING AND FASTENER SPECIFICATIONS ... .. .. .. . . 'WIND PEED . _ . q. STRUCTURAL.COMPONENTS ROOF DECK. CAROLINA CARPORTS, INC. FL6596.1-R5 .180 2 auge AG Panel 6 G 10/10/17 • FOR CONSTRUCTION IN THE STATE OFFLORIDA,: STRUCTURAL COMPONENTS : STRUCTURAL VI/ALL CAROLINA CARPORTS, INC. FL6702.1-R5 180 q.: 26 Gauge AG Panel .::: _ : _ :.10/10/17 . .. .......... � .... . PREPARED.F R: STRUCTURAL COMPONENTS FLOOD VENT, FLOOD F.LAP$, LLC FL17381:1-R2.... NA RTS, INC. . �Ip' . 8x16 Flood:Flap. _. 10/03/17 . ::::��A11lf+� i:: P.O BOX1263 DOBSON NORTH CAROLINA 27017 EXTERIOR; DOORS : SWINGING ELIXIR DOOR AND METAL COMPANY FL17996.3 139, Series 402-14 09/07/15 `-�"�u' PREPARED BY EXTERIOR DOORS:_ ... .. SWINGING = ELIXIR DOOR AND METAL COMPANY:: i Series 407. - FL17996.5 09/07/15 .. 170 BECHINC. 60$ WEST NEW YORK AVENUE CONCP.ALED FASTENERS OR ATTACHMENTS' . DELAND; FLORIDA. 32720 EXTERIOR:DOORS ROLL -UP ASTA INDUSTRIES INC.. 01-8888:1415 Aso Certificate of Authorization No. 00005492 • .. ARE THE RESPONSIBIM OF THE Model 2b3 ..... " 1W66/17 CONTRACTOR WINDOWS SINGLE HUNG POCAHONTAS ALUMINUM COMPANY, INC. FL12940.2-R4 139 :Model 100 VS ... :01/07/16. ST. L1 E O ITNTY IZ WINDOWS' SINGLE HUNG MI WINDOWS AND DOORS FL17499.3-R2 180 Model 185 SH _ _ 12/29/17 : = _ _ TABLE; .......... RAFTER FRAME, END :POST GROUND ANCHOR AND PANEL FASTENER SPACING SPECIFICATIONS AVERAGE FASTENER SPACING ON=CENTERS ALONG RAFTERS OR .... WIND ULTIMATE ... ... .. NOMINAL : MAXIMUM .. ::POST / RAFTER ::: PURL. II�S, AND POSTS OR GIRTS (INCHES):. . INTERIOR. -END. RISK EXPOSURE WIND SPEED . WIND SPEED ... SPACING - CATEGORY CATEGORY:: (MPH) (MPH): (FEET ).. POSTS/RAFTERS POSTS/RAFTERS 1"10 TO .50-- - --89 TO-116- :.... 5:0 _ ... 6-•------- .... 6 i C ...1. ::: _151- TO 180 117 T013g 4 0 IJII_L�T'Y SION - REVIEWED FOR COWL REVIEWED Y DATE ... .. ... .. PLANS APRN T MUST-BE,REPT ON: JOB ...OR NO WSPECAIONL BEAMa::THESE PLANS AND ALL PROPOSED WORK :ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT' MAY BE -NECESSARY IN ORDER TO .r COMP6Y WITH -APPMAIA 00016e NOTES: 1. Specifrcations.a livable to 26 au a metal roof and wall a DETAILS 1C SHOWN'ON SHEET, PR 9 9..... p nels:fastened directly to 12 or.14 gauge steel tube framing, or 18 gauge hat THIS IS TO CERTIFY THAT THE CALCULATIONS AND channel roof purlins:. • 2. Specificatioris.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 ..... .. UNDERSIGNED PROSPECIFICATIONS FE8SIONAL ENGINEERN HAVE BEEN PAND ARE IN ARED BY E requirements for other roof heights and/or slopes may:vary.: ........... . . ACCOROANCEWITH THE REQUIREMENTS:OF SECTION 1609 OF GENERAL NOTES;- THE FLORIDA BUILDING C DE SIX TH XTH EDITION 201 E PL ANS LANS ARE VALID UNTIL THE OF THE FLORIDA 1. THESE PLANS PERTAIN=ONLY TO THE STRUCTURE,:INCLUDING MAIN WIND FORCE RESISTING SYSTEM, COMPONENTS AND CLADDING, AND BASE RAIL ANCHORAGE. OTHER DESIG.N.ISSUES, INCLUDING BUT NOT.LIMITED TO PLUMBING, CODE. ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS, OR OTHER:LOCAL ZONING REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 2. TH .. ... ESE.STRUCTURES ARE DESIGNED'AS NON-HABITABLE'l1TILITY/STORAGE BUILDINGS (RISK CATEGORY I) CAPABLE OF SUPPORTING DEAD LOAD OF THE STRUCTURE AND APPLICABLE LIVE AND WIND LOADS. IMPROVEMENTS NOT w @ECI6Y®Ir E �1 RIG G, INC. _.. 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, AIVD:NOT .605'WEST N AUK • • : �. PROVIDED AND INSTALLED BY CAROLINA. CARPORTS, INC. SHALL BE Aft:HE OWNER'S RISK. BECHTOL ENGINEERING AND TESTING, INC., SHALL NOT BE RESPONSIBLE FOR STRUCTURAL'DAMAGE OR FAILURE' DUE TO THE APPLICATION OF ' :: E • �0 ADDITIONAL.LOADS OF NON -APPROVED COMPONENTS. DELAND, FL D 20: i CertlBcate o j r i 3. : ALL STEEL TUBING SHALL BE 50 KSI GALVANIZED STEED. ;ALL FASTENERS SHALL BE GALVANIZED OR STAINLESS STEEL. FF . _ 4• FASTEN METAL. ROOF. AND WALL PANELS TO.FRAMING WITH #12-14 x 3/4 SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER:@ 6" O.C. AVERAGE.:. .. — Fl ds Lieens ld, 38538 ILI . 5• ALL FIELD FRAMING CONNECTIONS SHALL BE 912-14:x 3/4" SELF DRILLING SCREWS WITHOUT CONTROL SEAL WASHER. ALL SHOP FRAMING CONNECTIONS S_HALLBE WELDED. \ 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-WI AXW1. A WELDED WIRE i \Qp; •'" C�% FABRIC COMPLYING WITH ASTM A 185, OR WITH SYNTHETIC, FIBER REINFORCEMENT COMPLYING WITH ASTM C1116, �0,�: •. , FLOR n 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 AND/OR 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 WEJ-IT ANKR=TITE MODEL AT1252, OR SLEEVE ANCHOR MODEL HSA 1260; OR EQUIVALENT. CAROLINA CARPORTS:J' 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 SUB SOILS SHALL BE TERMITE. TREATED AND COVERED. WITH 6 MIL VAPOR RETARDER PER SECTION R318.1 OF. THE FLORIDA BUILDING CODESIXTH EDITION (2017)'(FBC:FE 2017) - RESIDENTIAL, AND SECTION 1616.1 OF THE FBC FE 2017 - BUILDING.: ' _.. .. . is Days MKB NTS2/18 . BECHT®L EN9C91MEEl?1N 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 GA TS FOR 14 GA FRAMING. 12 GA FRAMING IS 2-1l4" x 2-1/4" TS: NIPPLES ARE 2' x 2" 12 GATE FOR 12 GA FRAMING. W' �,R�o .. ....... .. ...... ... ......... .. ..... ... .. o...dmx. ... ... CONsnmu cEmmiN1'iV.: [NvuioNYnir0. /am D�GU�iS: ' ... ....�TB SHEET 1 OF 5 - GROUND.ANCHOR SCHEDULE . ULTIMATE:WIND SPEED (mph)": 110 120130 140.150.160 170 180. 12 14I�30" Anchor w 16. Detail 1 D _ 1.8:. 20 48" Anchor' 22 DetaillC z 0 24: —1 26. -= m 28 _s 60"Anchor - 30 : !Detail it. , i w. .'. .. . NIPPLE TO 3/16' l)BL.: HDR. . - ..: TS RAFTER POST . 6°LONG TS'NIPPLE .. SECURE EACH WITH 4 #12-14 .x 3 :. oo ::.::: SELF -DRILLING FASTENERS 2"x2'x2' 16 GA ANGLE CLIP SECURE EACH WITH ' LONG TS NIPP E PO .. ... .. ... SECURE TO POST AND 4 14x3[4 1 /8" SECURE WITH (4) #12-14 x 3/4' • """ RAFTER WITH '(4)#12-14x3/4" .. .. ......... :'::': SELF -DRILLING FASTENERS _1 SELF -DRILLING FASTENERS SDFs, (2) ON BOTTOM, (2) ON SIDE . ....... _..._.. :. 'OR 2"x4" 16 GAPLATE ' � i i _ TS E RAIL .'. SECURE TO EACH SIDE OF :: ' . j ; . _ .: T:S:END POST p T OS /RAFTER CONNECTION . i i :.::: ° . ......... OUBLE TS HEADER WITH (4) #12-14 x 3/4' SDFs,4. _ . _ (2) ON. POST, (2) ON RAFTER ' ' ' ' : ' . _. ... :.::: TS POST 3/16" NIPPLE TO DBL. HDR.: - - _..... 3/16' NIPPLE TO .. ... ... ... .. .. BASE RAIL END. POST/RAFTER:CONN. DETAIL :. .. ..:::.::: - RAFTER POST/DBL.: HEADER DETAIL : ::RAFTER POST/HEADER DETAIL:: BASE RAL� ON ECTION DETAIL ; Not Tp. Scale ... ..... 8 Not To Scale _... Not To.Scale . ... :10 N . - . of To Scale,. . w. 171/2" x 1-1/2' x 2" 16 GA CLIP ANGLE ' SECURE TO RAFTER POST AND � � � • � ' GABLE RAIL WITH (4) #12 14 x 3/4" SDFs, S FT ... ... •f TTOM � OP AND BOTTOM NIPPLE TO � 3I16" 6"LONG TS ... .. ..... . ' . � . ... :-_.RAFTER SECURE WI SDFs : ' WITH'(4) #12-14 x 3/4" X, :. 2'A PLATE (ONE REQUIRED): TS RAFTER: R 12".LONG TS NIPPLE. ... P ST RAFTE CONNECTION d...� 1-1/2"x:1-1/2".x2".16,GACUP • � ::.::: � � � :SECURE TO NIPPLE ... ... WITH TH(4)#.12-14k3/4"$DFs . .. ANGLE SECURE TO RAFTER - ... . ' '"" WITH 4 #12'14.x3/4"SDFs, . ( ) - (2) ON POST (2) ON RAFTER ... ... .. AND GABLE RAIL WITH 4 : ' . ( ) - 1 1@' z 1 1/2" 2" x 16 GACLIP,ANGI.E TS LEA -TO RAFTER. #12-14 x 3/4° SDFs, (2) ON.TOP.::: SECURE TO RAFTER'AND GABLE-- :.. _. _ 1-1/2' x 1-1/2" x 2° 16 GA (2) ON BOTTOM RAIL WITH (4) #12-14 x 3/4' SDFs. - ..... o ' CLIP ANGLE SECURE TO (2) ON TOP,•(2) O N BOTTOM ° f RAFTER POST. AND.GABLE : .. ..:::.::: _ ; i {�6° m. RAIL WITH (4) #12-14 x 3/4" SDFs TS GABLE RAIL (2).ON TOP, (2) ON SIDE q. ... ... • 24` 1fi GA U CHANNEL BRACE ($' TO T POST) � � G ANGLE CLIP TS RAFTER POST 6" LONG'TS NIPPLE 48° 16 GA1I=CHANNELBRACE (8' TO 14' POST)"' - POST AND .. .... :. :'.' SECURE RAFTER AND POST : TS GABLE RAIL BRACE ANGLE SHALL BE MIN.45° .:. - RAFTER WIOTH (4) #12 14 x,3/4" " TO NIPPLE WITH (4) #12-14 x 3/4": : TO MAX '60° FROM HORIZONTAL :: ; :: Fs, (2) ON RAFTER, ::: , :: —GABLE RAIL TO RAFTER POST: _ SELF -DRILLING FASTENERS. ... — "' TS RAFT ER POST -, - O ON POST . _ - .--.; � TS RAFTER POST -'' :: � :'CONNECTION DETAIL :. ,.� GABLE RAIL RAFTER:POST: ..... . OST/LEAN _ TO RAFTER-CONN. DETAIL .... Not To Scale .' TO FTER/ POST' DETAIL 1:3: _ ..CO EC7 NN ION DETAIL ........ 12: Not To Scale ... ..:::.:: .. . .. ... ... ... 116 . :. . - Not To Scale � .... .. ... Not To Scale. � .. ... ... ... ... .. - .... . .' -. .... ': .... ... ...... _ .. t TS POST 1-�— I ... ... ... `\� 1 w. .. .. .. . ..... .. .. .. ....... .. . _ _ - .. -- -. ......... .. ...... - ...... ��: S R H :;:: :... #12-14 x 3/4" SDF BECK ® �E� _._. :.. 12. O.C.@ TS NONSTRUCTURAL —'.::: :::.::: � .. ......... HEADER.:... .. DELANU FLORIDA 3272b .. Certificate otA Non 0.3853 --------------- SDF _ 1?• 8 CURTAIN. 18 GA. -------------- r :.' it'll I I 4. j. Thomas B Florida ucen STATE OF si L� .. .... .... :: -:::-: :: :.i. SWINGING DOOR I I .... ::' v �,•. �i� !D Size:varies see Ian ) INTERIOR .. EXTERIOR ilS-(1/ p..� AL q 'ROLL -UP DOOR. TO POST LI . TSPosT i CAROLBI��:CARP®RTS INC.''' :mmm. CONNECTION:DETAIL �: :: I . .. GENERIC PLANS FOR USE Its THE STATE�OF FLORIDA Not To Scale. CURTAIN: 26 GA..galvanized steel with A SECTION' baked on epoxy primes &: polyester top coat.. .. . , :: i : i A .. ..... .... .. .... - _ I'I. .. :I ... � .... Not To Scale ' .. ... .. CHT E1WkG... ElNG9/i�E .ram .. I I I � AND 7E871�G /hm M Ks. NTSv1 ... ... :. .. i i .. I I .. .. i :. .. coNw�mro ocotEcxNCAL. DMONUarru, Nm W tER�Us� hsnNc wdrans ornr� RR ::: :. wa. . x° G1800 ' TB SHEET 5 OF 5 .. .