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Home My WebLink AboutCARPORT PAPERWORKLE �C I u 6"X76".REINFORCED FOOTER 2.5" PLAN VIEW BUILDING FRAMING 2' J" RECESS 3" DOOR WIDTn—� ELEVATION VIEW BUILDING FRAMING RECESS—\ 75"J --FDOOR WIDTH ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS }"x5.5" CONCRETE WEDGE ANCHOR WITHIN 6" OF EACH POST/TRUSS ALONG SIDES AND EVERY OTHER END —WALL POST A 21" EMBEDMENT MIN. 2" MIN.—{ BASE RAIL — T (2) $5 REBAR ® 6" O.C. MINIMUM SOIL BEARING CONTINUOUS WITH MINIMUM CAPACITY 2.000 PSF (TYP.) 12" OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL 5 B— en col . —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PEP. SECTION R318 AND 1816 OF THE 2017 FLORIDA BUILDING CODE, 6TH EDITION R —MINIMU 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS REINFORCING 51FEL (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 14" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL 14AVE A MINIMUM CLEAR DISTANCE OF 3" FOR FINE GROUT, AND �- 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. MTI 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. -T R t-t t t.-1- - - - -mzmmmC --CARPVRIJIB!\7� HME min--1 PD 00I\ 00 zFIT � z \3 CODE INFORMATION 3 00: CODE VERSION RDe 20n 61n EQrtI"". ASCE-7- m 0 ; MANUFACRIRER TPE UAPoRIS ANYWHERE URU, STRUCTURE H CC-R BUIWING Om z ( D r CONSTRUCTION TYPE u-E RSX CATEGORYul 1 ITT m G) TIRE PROTECnON nRE SUPPRESSION SYSTEM NONE NONE r m OCCUPANCY manwE r �-1 P N AVOWABLE NUMBER OF STROBES 1 mO �' c p BASIC WIND SPEED V. 150 o 3 z Z EXPOSURE C Oo ENCLOSURE ORION m TNT RNAL PRESSURE COEFFICIEM IMMITTANGE FACTOR ME ROOF DEAD LOAD low ROOF LNE LOAD 20PSF M 3M POW LOB MOOR DEAD LOAD IMF O D m 9 = 'R' RATING OF WALLS, FLGOR, ROOF N/A m f. O Tn N MODULES PER BUILDING T m a c m HURRICANE PROTECTION USAGE NO m,0 HURRCANE SHELTER USAGE NO = m � SQUARE FOOTAGE 3'm so. FT. T D REVISIONS O Z REV DESCRIPTON DATE B) rm D K' v Z D 1 FWIER W/GROUNO ANCHORS t/15/t9 MI j r ] FOOMR W/CONCRETE ANCHORS 1/17/19 MR y9 FTL9y-n-1N m C2 Drawn By, nT -4Z Dols: TMe B —Di O 9 10/23/18 A o1375 13750 Skyking Dr., Part St. Lucie 34987 aael : 60.L X 60'W X 16'H O t CONSERVATION C�"� ODE PERSEODON�1015M. 2. AUL STEEL USING SHHL BE SO NEI STEEL. c• jI & PLUMBING, ELECTRCAL. INGRESS/EGRESS. PROPERTY ARE Zi SEL-DACXS. MO/OR Oi ER LOLL CODE REOUIREMENR THE RESPONSISUUI OF THE OWNER n M r 4. ROOF AND WALL SHEATHING SECURED W1N j12-14a1' -� FT SELF-DRIWNG SCREWS WTPH SEAL WASHERS a 6' O.C. MAX. x p S. FIELD FRAMING CONNEGRONS SECURED WITH /12-14�/4' m -r3 �D N SELF-00.1WNC SCREWS 6.ALL SHOP ERA111NG CONNECTIONS ARE TO BE W11➢EO. 7. CONCRETE EXPANSIONS MCHORS ME TO BE MINIMUM m .......FF �j co 1/2%3% 2.500LB TENSX STRENGTH. B. 14G FRAMING IS 25'4.5' NEE STEEL NIPPLES ME 225'+225' TUBE STEEL 9 a y m r m C-3. � a vo x O m m > J m w 1/18/19 z Matthew T. Baldwin P.E. Florida License #64608 Sheet: CA-1 OF 4 - 20 - - CAMMANWHE CODE INFORMATION N �I 3'-9�y 3'-9 3'-9 3'-9 3'-9 3'-9�' 3'_y ;•_g ;'_g� ;'_B ;'_g�• 3'-9 3'-9�• 3'-9 3'-9 - CODE VERSION MANUFACTURER BLINDING TPE CON51RUC110N TYPE11-13 RISK fATECARY FIRE PFOTECDON FlRE SUPPRESSION SYSTEM OCCUPANCY ALLOWABNE NUMBER OF STORES BASIC WIND SPEED EXPOSURE ENCLOSURE IM NAL PRESSURE COEFRCIEXF IMPORTANCE FACTOR ROOF DEAD LOAD ROOF LIVE LOAD FLOOR OFAD LOAD 'R' RATNG OF WALLS, MOOR, ROOF MODULES PER BUILDING HURRIWNE PROTECDON USAGE HURRICANE SHELTER USAGE SQUARE FOOTAGE FBc 2017 61n EalUon CNSOHIS ANWMERE UPURY SIPUCNFE 1 NONE NONE STORE I Va-150mOn C OPDN H- 00 1.15 103E 203E OR SCWB Mt 103E N/A 1 _6 NO -6 IND 3,600 50. M. FRONT/REAR END WALL 1'-6' REVISIONS REV DESCRIPTON DA + FODTn w/cRouno ANceoRs VI•- 2 IF ER W/CONCRETE MCHOPS 1/Il O.C. LEFT/RIGHT SIDE WALL "" %` WE DOW 10/23/18 LOCOli": 13750 Skyking Dr., Port St. Lucie 34987 Ddel 601 X 60"15' X 16'H DENIM NOIFS 1. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATON CODE PER SEMON 1015.22. 2. ALL S1 TUBING SHALL BE 50 KSI STEEL 3. PLUMBING, O_ECTRCAL INGRESS/EGRESS, PFOPERTV �RESP�ONS AND/Olt OTHER THE OWNER CODE REDUIREMENIS APE THE 4. ROOF AND WALL SHEATHING SECURED WITH /12-1400 SEIi-DRWNG SCREWS WRH SEAL WASHERS O 6' O.C. MAX B. READ RULING CONNECTIONS SECURED WITH /12-1441/P SELF-DRWN&ALL 40 EONS ME TO BE G SCREWS. ). CONCREETE MSIGONNSS ANCHORS ME TO BE MIWNM 1 /213', 2,500IB M5IIE STRENGTH. B. 14fA FMIIING 6 2.5'�25' TRIBE STEEL NIPPLES ME 23516 B' NEE STEEL U) L.LJ CD Q LL w 1/18/19 Matthew T. Baldwin P.E. LLJ Florida License #64608 ' Sheet. CA-2 OF 4 T- -- 2 20 Emu CODE INFORMATION CODE VER51014 TEC 201] 5N FLliian ISLE-] NANUGACTURER fNmJRS ANYWXERE BUILDING TYPE unurc SRNCIURE FRONT/REAR END LEFT/RIGHT SIDE WALL CRON TYPE n-BEGORY 1TECTION NONEPRESSION SYSTEM NONECY M STORAGELE NUMBER OF STORIES 1IND SPEED Va-1WmRE aRE OPEN INTERNAL PRESSURE COEFFICIENT '/- Oa IAIPORIANCE FACTOR OOF OEAD LOAD TO fOPSf ROOF L LOAD 20W OR 300I1, POINT LWI , ROOR. ROOF iG IN USAGE USRGE REVISIONS DESCRIPTION Q ANCHORS iEIE ONCMORS MTB 10/23/18 Skyking Dr., Port St. Lucie 34987 EVIL X 60'W X 16'H 6G IS DMIXPT FROM THE FBC ENERGY LION WOE PER SECTION IDIOM. MOING S& HE 50 KS! STEEL ELECTRIVd. INGRESS/EGEESS. PROPERTY I. MD/OR OTHER LOW. WOE REQUIREMENTS ME IN9BILITY OF THE OWNER. WA SNFAMING SECURED WTIN /12-1Ia1- UNG SCREWB WRH SFAL WASHERS O V O.C. ARIL 11NG CONNECTIONS SECURED WITH 112-14a3/4' pMAN9� ANCHORS ME ME TO BE Yn I !.5WIB TENSILE STRENGTH. IYNG 5 25'a2.5' NEE STEEL NPPLES ME TUBE STEEL. L\LI 0 w 1/18/19 88 MOtlheW T. BaldWin P.E. LL.I Florida License #64608 0 sheet: CA-3 OF 4 SELF -DR W SCREWS ---POST- TO -BASE RAIL CONNECTION MINIMUM 6' 2'.,W 16 CA MCIE CLIP SECURED WRN (4) /12-141$' SELF-DRLUNG SCREWS 2'4'a' 16 G ANGLE CUP SECURED WRH (4) /13-144* MY -DR G SCREWS 2'a'x2 16 GA ANGLE CUP SECURED " (4) /12-14.1' SELF -DRILLING SCREWS —SNGX OR DOUBLE TS HEADER B. TS NIPPLE NIPPLE To WN PWT-WRN.-- 144- SELF-INOWNC SCREWS OR DOUBLE TS HEADER INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/-BASE-RAIL/OR --HEADER CONNECTION HEADER CONNECTION DETAIL CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 OPTION 2 2"Y2"Y2" 16 GA. ANGLE CUP SECURED WITH (4) #12-14)4 SELF -DRILLING 16 GA ANGLE CUP WITH (4) R12-14,a" IWNG SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS 112-14,r S -DR 14G SCREWS O 10. O.C. MAY.. 3' MAY. TAOM CORNERS HORROMALLY/ 4' W. FROM CORNERS VERTICA1Lv INTERIOR ly EYIEUOR DOOR FRAME TO POST CONNECTION SELF-DRLLWG O 6'O.C. MAY.& FROM CORNERS ROLL -UP DOOR TO POST CONNECTION DESIGN PRESSURES — 150 Mph ROOF +19.3/-41.4 WALLS +22.2/-20.0 DOORS +22.2/-20.0 WINDOWS +22.2/-20.0 1 2 1 3 1 4 1 5 ZONE 1+9.3 —21.9 +12.3 —35.1 +19.3 —41.4 +22.2 —20.0 +21.9 —18.8 26 fAI1GE ROOF SHEATHING SECURED -''II Wm1 (1)112-14,1' SELF-DRIWNG MAX. SPACINGytI SCREWS O 6' O.C. (9- OA MI.) MAX. SPACING 1J I 16 AGE FURMNG4 0C. MA%. SECURED W(2)112-14 a• SEF-OWWNG SCREWS TO f1LH PAFI'R. SIDE WALL ROLL -UP DOOR HEADER DETAIL CA MWE CAP 26 CAUSE ROOF SHFATNING SECURED WRH (1)/12-14rr SELF-DRIWNG sCREWS O 9. O.C. AA 1'-6 ROOF RIDGE CAP REINFORCEMENT 71r(4)j12-I4Xr MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WRH KU'-DRXUNG SCREWS TS NIPPLES SECURED TO POST WITH (4)#12-14,r3" SELF -DRILLING SCREWS POST CONNECTION DETAIL POST TO TRUSS TRUSSED RAFTER CONNECTION DETAIL APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rlb Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rlb Wall Panel ,:du fit► -►1t�1. CODE V 014 FBC M17 M W;ti ASCE-7-1 MANUFACRIRER Wv9RTS NT EE BUIWING ME URUTi STRICTURE — CONSTRUCTION ME O-B RISK CATEGORY 1 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY 70w1¢ ALLOWABLE NUMBER OF BTORH6 I BASIC WIND SPEED v� 160mP IXPoSURE C ENCLOSURE OWu INIFRNN PRESSURE CDEFFCIET 1/- 0.0 IMPORTANCE FACTOR ROOF DEAD LOAD fOPSF ROOF LIVE LOAD 20Ps, OR mom POW LOb BOOR DEAD LOAD 1OPSF 'R' RATNG OF WALLS, FUOOIL ROOF N/A MODULES PER BUILDING I HURRICANE PROTECRON USAGE NO HURRICANE SHELTER USAGE NO SOUARE FOOTAGE 3.60D SO- Fr. REVISIONS REV DESCRIPION DATE BY 1 fWTER W/GROUND PHCx0R5 ,/t5/19 YRB 3 FWTFA F/CONCiEHE WK .NITB MT13 13750 Skyking Dr.. Port St. Lucie 34987 OE9I 60'L X 60'W X 16'H AND/OR OTHER LOCAL CWE REWIPE2E1T5 ARE SB:I11T OF THE OMER. HALL SHEATWNG SECURED WRH /12-14a1' VC SCREWS " SEAL WASHERS O 6' O.C. WX VG CONNECTORS SECURED WRH /12-14x3/4' VG SCREWS RAKING CONNECTORS ARE TO BE MOM VA om ANCHORS ARE TO BE MNWUY MB TENSLE SIRENGM NG M 2Al2A' TUBE STEEL NIPPLES ARE TUBE STEEL, 0 1/18/19 Q MatthJ W T.is BaInse Win#6 P.E. � Florida License )/64608 Florid o Sheet: CA-4 OF 4 RECEIVED JAN r 3 �19 ST. Lucie County, Permitting