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Home My WebLink AboutCARPORT PAPERWORK2" REINFORCED FOOTER 2.5" PLAN VIEW BUILDING FRAMING 2. RECESS 3' I DOOR WIDTTI� ELEVATION VIEW BUILDING FRAMING RECESS .75"TDOOR WIDTH ROLL -UP DOOR CONCRETE SPLASH -GUARD RECESS \ 2,500 PSI 4" CONCRETE SLAB WITH W.W.F. (OR FIBER NOTES: MESH) AND 12"x12" REINFORCED FOOTER PERIMETER SUB —GRADE SOILS: ::To BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION CONCRETE' —MINIMUM 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS REINFORCING STEEL (REBAR) REQUIREMENTS, —MINIMUM GRADE 40 STEEL —REBAR MAY BE BENT IN SHOP OR FIELD PROVIDED: ' —THE REBAR IS BENT COLD —THE DIAMETER OF THE BEND MEASURED ON THE INSIDE DOES NOT EXCEED 6—BAR DIAMETERS: AND —REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT IN CASES WHERE DOWELS NEED TO BE BENT TO ALIGN WITH A VERTICAL CELL THESE REBAR MAY BE BENT NOT TO EXCEED TO SLOPE OF 1" HORIZONTALLY TO 6" VERTICALLY. —COVER: —3" COVER MINIMUM WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH SOIL OR WEATHER, AND 1k" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF J" FOR FINE GROUT, AND J" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2" FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER, AND 14" FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. GALVANIZATION: —METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO WEATHER SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B-2. METAL PLATE CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. ST. LUCIE COUNTY E REVIEWED FOR COM REVIEWED BY 4'R3'(2,500 LB.) CONCRETE WEDGE ANCHOR WITHIN 6" OF EACH POST. 2' MIN. BASE RAIL RACE --I I _ o - I III =I I I I — MINIMUM SOIL BEARING CAPACITY 2,000 PSF (TYP.) M IfVILL BE MADE EMBEDMENT MIN. L2,500 PSI 4' CONCRETE SLAB WITH W.W.F. OR FIBER MESH (2) #5 REBAR 0 6" O.C. CONTINUOUS WITH MINIMUM 12" OVERLAP SPUCE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL THESE PIANS pN0 ALLC RRECTEONSORK ARE SU&1EC TO ANY AEOUTAED 8Y FIELD INSPECORS SHAt Mg BF COMPLYW E ALLAPP�OABLE DES• REMAIN FILE COPY ICODE VERSION ITsc 2017 6U EQ6"n. ASDE-T-lop BUILDING T1PE 1U! U= SmUONNE N CONST UC TYPE II-B FlRE ZOIELRION Non¢ FIFE SUPPRESSION ssrEM NONE OCCUPANCY SIOFAGE ALLOWABLE NUMBER OF STORES , BASIC WIND SPEED V+-ItmmPn INTERNAL PRESSURE COEFFICIENT +/- 0.16 IMPORTANCE FACTOR t.16 ROOF DEAD LOAD ,DP4 ROOF L1VE 1 I20PSF m 3006 POINT Lob PER SO. FT. MTB 10/18/18 Arnetto Dr., Ft. Pierce 34982 501 X 30'W X 12'H IS E%EIIPT FROM ME Me ENERGY O h 0) U 3. MMSING, UCTFICML, INGRESS/EGI✓ESS, PROPERTY SET-TIODNS. MD/OR OMER LOM CODE REOUIREMFMS ARE THE RESPONSIBILITY OF THE OWNER A. RDOF AND *A SHEATHING SECURED WITH 012-141' SETF-DRWNG SCREWS WITH SEAL WASHERS O 6' O.C. MAX. B. FS_D FRAMING CONNECTIONS SECURED WITH /12-144i/A' S';,'I ILNG SCREWS. 6.CO RETIE FR MSI CONNEGDONS ARE O BE INILEO. ).CONCRETE.50OW9EIS iE SMEE ARE TO BE MINI UM 1IG&I, )ING Is mS'a. STRFNGTN. D.=5 FPA111NG E STEEL TUBE STEEL NIPPIES ME 2261236' NBE STEEL O Q) 0) IT C O (n � T LLLJ 10/22/ 18 Z Matthew T. Baldwin P.E. Florida License #64608 Fa_Sheet: CA-1 OF 4 r 12 w 10 _0 9 _ 'A FCAR 3-�• J'-d�i' 3-4k1• fiT IMANYMERE 0'-0' CODE INFORMATION CODE VERSION RIG 2017 51A UR;on. ASK-7-1G MANUFACTURER GWaR15 MIYNI¢AE DOOR BUILDING TYPE unILTY smUCNME CONSTRUCTION TYPE a-e RSN CATEGORY 1 12 GA POSE EACH SIDE OF ALL ROLL -UP DOORS) .i DOUBIE DOOAG FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STOPAGE •'O ALEOWABLE NUMBER OF STORIES + BASIC WIND SPEED V_16 FA J -�' �• 3 -`8• J•_'B• 2 - '2• 3 ,3.-'fG-'16• J -l6• •-'f6• 3•-'ffi• i EXPOSURE G ENCLOSURE ENCL0SE0 0'� 7•-0• 1)'-0' FRONT END WALL 30-0' REAR END WALL INTERNAL PRESSURE COERiCIENT ♦/- 0.10 IMPoRTANCE FACTOR 1.+6 ROOF )FAD LOAD 10PSF ROOF WE L°d0 303E OR 3001E FONT LGID FLOOR DEAD LOAD 10PSF 'Fr RATING OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROTECTION USAGE NG HURRICANE SHELTER USAGE INO SQUARE FOOTAGE 1.S00 so. R. REVISIONS REV DESCRIPTON DATE BY Urern By: MTB LL DGte: 10/18/18 o 49 Gi 4917 Palmetto Dr., Ft. Pierce 34982 WGeelt. 50'L % 30V X 12'H 3_ J_ 3_ 3_ _ _ 3_ J•_ J•_ J•_ 3•_ _ 3'- 50'-0' GENERAI NOTES 1. WS BUIUANG 6 EIu:MPT FROM THE FEC ENERGY LEFT SIDE WALL CONSERYATION CODE PER SECTION 1015M. 2. ALL STEEL TUBING SHALL BE 50 KS) STEEL 3. PLUMBING. EDECTRICAL, INGRESS/EGRESS. PROPERTY SET-S&D(S, ANO/OR MEN LOCAL CODE REWWEIIENTB ARE THE RESPONSIBILITY OF THE OWNER 4. ROOF AND WAL SHDTMNG SECURE) WITH /12-140' SELF-ORI G SCREWS WITH SELL WASHERS O 6' O.C. MAY.. 5.nEUO FRAMING CONNECTIONS SECURED WITH #12-14x /4' SELF-DRh G SCREWS. 6. ALL SHOP FRAIIING CONNECTIONS ARE TO BE ED. ).CONCRER EVANMONS AN ME TO BE MINI UN 1/243', 2,500LB TENSRE STRENGTH. 8.14GA ifW/0iG 6 E5'r2.5' TUBE STEEL APPLES ARE 225'F2.25' TUBE STEEL. cn LLJ 1 CD Cz Q Of Li • SWINGING•I DOOR w 10/22/18 • - - 3- J- 3- J- - 3•_ 3- J•_ J- - - LLJ Matthew #6 P.E. ensense jjfi4608 Florida License RIGHT SIDE WALL 0 Sheet: CA-2 OF 4 3� 1 12 CA VANWH`M J CODE INFORMATION CODE VERSION Me 2011 6u Urb , ASCE-7-10 DOUBtE SWINGNO DOOR •1 MANUFACTURER QUIPORRS ANfREERZ MOIL ,lR —__QQQR_-.-..--_._....__ BUIIDING TYPE UTL11'r.60NCRBE CONSTRUCTION TYPE n-B - RISK CATEGOW I FIRE PROTECTION NONE -- FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE W.LOWABLE NUNBETI OF STOWES 1 BASIC WW1 SPEE/ V+-IBOmPn Do•-D• FRONT END WALL REAR END WALL E%POSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFlCIENT ./- 0.,0 IMPORTANCE FACTOR 1.15 ROOF OIAO LOAD 10P6F RWF lP/E LOA➢ 20PEF OR ]WTI, PoIN! LOb FLOOR OEAO LOAD 1OPSF TN' RATNG OF WALLS, FLOOR, ROOF N/A MODULES PER BUILDING I HURRICANE PROMOTION USAGE NO - HURRICANE SHELTER USAGE NO SQUARE FOOTAGE I'Soo so. FT. REVISIONS REV DESCRIPTION DATE BY Drown Br- MTB oats: 10/18/18 LoOdw: 4917 Palmetto Dr., Ft. Pierce 34982 aE01 80'L X 30'W X 12'H BO'-D LEFT SIDE WALL GENERA 1. TH5 6UI� a EY.EMPT MOM THE Fee ENERGY CONSENAIKIN CODE PER sEGTON 101632 MENG SKAU_ BE SO ME 3.KLAIMNGG,, ELECTRICAL, INGRESS/EGRESS, PROPERTY SET -BACKS AND/OR OTHER LOCAL CODE REQUIREMENTS 0.9E SWINGING DOOR ' \wW//Iv/`111 0 w THE RESPONSIBM OF WE OWNEL 4.ROOF AND WALL SHEKWING SECURED WITH /12-1401 SELF -PRIME SCREWS WTIH SEAL WASTER$ 11 6' O.C. MAK, GEEF FRAIIWG CONNELTONs SECURED WfM /12-1Aa3/A' SCREWS. SU_ SHOP 6. CO SNOE WA NG HS NECH ORS ARE TO BE WELDED. ]. CONCRETE BoOnE, E S srFEIR 0.9E TO BE MINIMUM T]NSBE STREiCRI. 1 /21JF FRAMING NIPPIER 8. 1Af.G FPANING IS b• TIRE STEEL A9E 225,].25• T1BE STEELSTEEL 10/22/18 eo'-Q' I w Q MottheW T. Baldwin P.E. Florida License #64608' RIGHT SIDE WALL Sheet. CA-3 OF 4 MINIMUM 6' n HIPPIE. NIPPLE SECURED7"iLL. POST-wnR (4)012-14X(' SELF-0RIWNG SCREWS POST TO BASE- RAIL CONNECTION MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WAIL POS WRH E TO 4' 2k2'X2' 16 GA ANGLE CUP SECURED PAIL WITH (4) #13-14)4' SELF-DRIWNG SCREWS 16 C! ANGLE CUP SECURED WITH (4) P12-144' SELF-DRIWNG SCREWS INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE—F7Ar—/OR CONNECTION WINDOW RAIL DETAIL 2"X2"X2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14Xj" SELF -DRILLING 16 GA. ANGLE CUP WITH (4) #12-14Xj" LUNG SCREWS �V r NON—STRUCTURAL HEADER OR WINDOW RAIL TO -POST DETAIL MAX. MAX. SPACING SIDE WALL ROLL —UP DOOR HEADER DETAIL 2',2'x ' 15 rA ANGLE CLIP SECURED WITH (4) #12-14,1' SELF -DRILLING SCREWS OR DOUBLE TS HEADER HEADER CONNECTION DETAIL OPTION 1 26 CAUGE ROOF SHEATHING SECURED WITH (1)812-14,4' SELF-DRIWNG SCREWS O 6' O.C. (9' O.C. MAX.) P 15 GAUGE FURRING CRAIINEL 4B' O.C. MAX. SECURED WITH (3)#11-14X1' SELF -DRILLING SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION MINIMUM 6' IS NIPPLE NIPPI SECUREDI2WALL_POSLW@ (4)#11-144" SELF-DRIWNG OR DOUBLE TS HEADER O HEADER CONNECTION DETAIL CODE VERSION JIM 2017 M On MANUFAMRER CAAWRT6 ARwIRE TrPE � RE CO„9R� ON TYPE MB OPTION 2 RISK CATEGORY FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NWE MINIMUM 6' TS NIPPLE NIPPLE SECUTO WALL POST WITH YI4)J11T1�44-SELF-DRIWNG SCREWS POST TO TRUSS CONNECTION ALLOWANCE NUMBER OF STORIES BASIC *No SPEED Y. 180,h EXPOSURE C ENCLOSURE DIMMED INIERN& PRESSURE COEFFICIENT +/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1.P ROOF LIVE LOAD 20PSF OR wow POW LOV1 FLOOR DEAD L040 10PSF 'R' RATING OF WALLS, ROOK. ROOF N/A MODULES PER BUILDING 1 HURRICANE PROMCDON USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 1.S00 S0. Fr. REVISIONS INSTALL PER MANUFA RERS INSTRUCDONS 26 OA RIDGE CAP 114z1' SELF-DRIWNG NIPPLE TO Ib' �• #12-14rj SOI-ORWNG SCREWS O 6' O.C. MAX. h RAFTER SCREWS O 10' O.C. MAX., 3' 6' MM. FROM CORNERS MAX FROM CORNERS HORIZONTALLY/ 4' MAX. FROM CORNERS VERDCALLY 26 GA ROOF INTERIOR EXIERIOP SHEATHING MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL POST WITH 18" 26 GAUGE ROOF SHEATHING SECURED (4)#12-14X1' SELF -DRILLING SCREWS �5 �IILp WITH (1)#12-14,d' SELF-0RIWNG Zl,r^i 2 SCREWS O 9' O.C. MAX MINIMUM 24' TS NIPPLE DOOR FRAME TO POST ROLL —UP DOOR TO ROOF RIDGE CAP BOX EAVE RAFTER TO TRUSSED RAFTER CONNECTION POST CONNECTION DETAIL POST CONNECTION REINFORCEMENT CONNECTION DETAIL DESIGN PRESSURES — 180 Mph ROOF +27.8/-62.5 WALLS +32.5/-29.2 DOORS +32.5/-29.2 WINDOWS +32.5/-29.2 1 2 3 4 5 ZONE +17.3 —24.9 +20.4 —48.3 +27.8 —62.5 +32.5 —29.2 +30.9 —26.7 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rlb Wall Panel SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996 407 STEEL DOOR ROLL —UP DOOR ASTA DOOR CORPORATION FL8888.1—R5 203 WINDLOCK 10/18/18 Pca o 4917 Palmetto Dr., Ft. Pierce 34982 OEei 501 % 30'W X 12'H ROOF PAMMG CONNECNONS ME M BE �WJ�)�Q;'TpnEEpD XPANSONS ANCHORS ME M BE MUVIMULI OO B TENSLL STRENGTH. NG IS 2.51 5' TUBE STEEL. NIPPLES ME TUBE STEEL 10/22/18 (n J Q Matthew T. Baldwin P.E. Florida License #64608 0 Sheet: CA-4 OF 4 ARE � �'� a �A ..9 � _� o r ' W � � m� r A e aO � �� (� J H �j� � 0 mil( y/� � I n