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Home My WebLink AboutCARPORT PAPERWORKC.0.1 aqko9 G1nP.45 6cet-On JAN 10 2019 STST. Lua�ermitting This structure is pavilion style building that will be screened In. All frame posts must be constructed in equal measurements. A build over fee has been included because the deck will be fashioned and Installed before the building is erected. Both Gable ends will be framed out and paneled similarly B-lap No siding H 3'-0"- FRAME OUT GROUND ANCHOR WITHIN 6" OF EACH POST. ANCHOR SECURED WITH GRADE 5 BOLT MINIMUM WITH 2" WASHERS GRADE i l I I I' �' I 30" EARTH AUGER GROUND ANCHOR- J"x30" LONG WITH DOUBLE 4" HELIX 2'-6" BASE RAIL ASPHALT OR MINIMUM SOIL BEARING CAPACITY 2,000 PSF (TYP.) GROUND ANCHOR BASE RAI L D ETAI L FRAME OUT -3'-0"- 2'-6" /,IGI -C" If Cfq!(1'UKIJF1 ST. LUCI OUNTY BUILDIN IVISION REVI dE0 CODE INFO FOR CO IA E REWEWED BY CODE VERSION DATE VANUFADD'RE" PUNS AN PERMIT BUILDINGTYPE MUST BE i(EP ON JOB OR cDNsmucnoN TYPE NO INSPECTION ILL BE MADE RISK CATEGOP ROMOTION ROTECTION UPPRESSION SYSTEA1 .,'Ef �, e�;'L F� �`�'t �w NCY THEMEP1A11.S.`a@#A:- 1 1 di11PS1:{7i�L RK WIND SPEED ARESU�JECTfQhNY e /YEC01dD EXPOSURE URE REOUI4EDVIFW PECTJR$'fliAr J.. INTERNAL PRESSURE LOEF CIEN IJN!(EC�EJS.f1A1AY1 R�DER�iIO/��¢ 4 IMPORTANCE � FACTOR e0M {111R 11LL ., '�Y.rLv 1I'/Y61.- `3 WE LOAD DEAD LOAD LNE LOAD j `%%�T1IL' f C TING OF WALLS. FLOOR. ROOF MODULES PER BUILDING CONCEO FASTENER R AI 1ACHMENTS CANE PROFEMON USAGE ARE THE �RES1P}ON Itpl�1/1'yOeFflTHE �MAGE TER °�` CONTRACTOR RECORD REIAS! REV DESCRIPI 1 RLQMS Eo LEnc*N k wiDTN s REDEsicHED wIDTu FILF ) py Cilm Draw" Br JAN 3 12019 11 Permitting Depart nt St. Lucie County, L 2917 5. Ele4 arts AYrkHERE l'r STiWTIRE Be w LOAD 12387 S. Indian River Dr., 34957 odel 25'L X 28V % 14'H TNM hgEES 1. TM 6 OfE1APr niCW THEM ENERGY CDNSERVAMN CODE PER SECTION 1010.22. 2-STEEL J. WNBINS1 ECGN10ESS. PRERIY sEH-BAGR AND/aR OTHER LOCAL CODE REOJPUrVENIS ARE 4.=TIE RESPoN6IBILM Di TIE OWNER , AND 2! AHEATHIND SECURED WRH /12-t/xt' SETS-DHOLLING SCNEWS WmT SEAL WASHERS O 6' aC. A&C B. FlELD FIN111NG CONNECHHONS SECURED WITH /12-14x5/4' SELF-IN6LLAIG YREWS. S. AL1 SfpP iPM11NG CONNECIHONS ME TO BE ¢0TIOEEDp 'l. CONCRETE F2PANADNS ANCHORS ARE ro BE ININUM. FRAMING IS 1FNSRE * WOE IH. 6. 14GA iR1 TU E 2b'r2B' TUBE STEEL- HIPPIES ME 2ab'.125' TUBE STEEL c 3 o /� 1 0 /iiiJ////IVIIjI m U w 1/17/19 z MattheW T. BaldWin P.E. Florida License #64605 c D_ Sheet. CA-1 OF 4 l FRAME OUT FRONT/REAR END WALL LEFT/RIGHT SIDE WALL JAN 3 12019 Permitting Department! St. Lucie Coun:'y j NANOIBC 201> 8u FAAian asa-T-IOI CM:aRS OMIYNEIS vnnun rvve UIIIRY $tRUCNPE RISK CATEGORY I FlPE PPOTECnON NOVE EIRE SUPPRESSION SYSTEM NONE "ND IMPORTANCE FACTOR ROOF DEAD LOAD TOPSF ROOF ME LOAD 20PSr OR =b POND LOPO FLOOR DEAD LOAD IOPSF FLOOR UVE LOAD SOPSF 'R' MTING OF MALLS, FLOOR ROOF N/A MODULES PER BUILDING t HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO l NGTH A woTH 700 SO. MTR 11/15/18 S. Indian River Dr., 34957 251 X 28'W X 14'H CONNECTIONS ME TO BE WODEO. IONS ANCHORS ARE TO BE MINIMUM TEMLE STRENGTH. 2.5.4-5- WOE STEEL NIPPUl ME STEEL w CD z a LL 0 W 1/17/19 Malthe* T. Baldwin P.E. lJJ Florida License 64608 ' on Sheet. CA-2 OF 4 ME FRAME OUT FRONT/REAR END WALL IttICEIVEDI JAN 31 2019 Permitting Departure^` St. Lucie cour<Y__L _ LEFT/RIGHT SIDE WALL 101) eu EdN oers ANWIUoE rc SnAUCrLNE CONSERUCBON TPE RISK CATEGORY - 1 FIRE PROTECTON NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE B75TC WIND SPEED V.-IfiOmPN EXPOSURE C ENCLOSURE OPF11 INTERNAL PRESSURE COEFFICIENT ♦/- a.a IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD TOPS ROOF LIVE LOAD 113F OR SDOIe POINT LOAD FLOOR DEAD LOAD IOPSF FLOOR LvE LOAD EOPSF 'F RAGING OF WALLS, FLOOR. ROOF N/A NODULES PER BUILDING I HURRICANE PROTECTION USAGE Na HURRICANE SHELTER USAGE NO SQUARE FOOTAGE Tao S0. R. REVISIONS REV DESCRIPTOR DATE BY 1 REDESIGNED LENGNI k N1aM 13/1e/IB WB 1 1 REDESIGNED -10- 1/17/1. M1B Y MTB 11/15/18 12387 S. Indian River Dr., 34957 251 X 28'W X 14'H OTES 3U- IDURNG IS EXEMPT MOM PIE FOG ENERGY TEEEL TUBDIC 9Vd1 BEE 500NS1015 EEL IWG, EIFCRUGV. INGRESS/EGRESS. PROPERTY NL16, AND/OR OTHER LIXAL CODE RECAMEMONTS ARE 'ESPONSBILT( OF THE OWNER AND WAIL SHEATHING SECURED WIN 112-141' DILLING SCREWS " FRAWNG CONN,C S SEMWREO WTHI /I2-143/4 DRIWNC SCREWS. Ni fE "FAAN.SpNNs CCNNEcnONS ME TO BE Wn 10 BE MICA UM 3'. 1.50013 TENSILE STRENGTH. rAAWNG Is 251 ' NEE STEEL. NIPPLES ME L) n w UVI 0 w 1/17/19 MattheW T. BGIdWin P.E. LLJ Florida License #64608 in Sheet. CA-3 OF 4 • I INTERIOR MINIMUM 5' TS NIPPLE. NIPPLE SECURED TO WALL POST WRH (4)812-14,4' SELF-DRIWNG SCREWS AA' APPLE TO POST TO BASE RAIL CONNECTION (4)112-144- SELF -DRILLING SCREWS 2 ,.,- 16 CA ANGLE CUP SECURED WITR (4) /12-14)j' SELF-DRIWNG SCREWS 2k2'x2' 16 GA ANGLE CUP SECURED WITN (4) /12-14)j' SELF -DRILLING INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIVOR CONNECTION WINDOW RAIL DETAIL 2"X2"12" 16 GA. ANGLE CLIP SECURED WITH (4) #12-144" SELF -DRILLING A. ANGLE CLIP (4) #12-14Xj" SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL 912-14,1' SELF-DRIWNG SCREWS 0 10' O.C. MAX.. 3' MM. FROM CORNERS HORIZONTALLY/ 4' MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION MAX. MAX. MIN. SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS SELF-DRIWNG 0 A. O.C. MAX. a FROM CORNERS ROLL —UP DOOR TO POST CONNECTION �26 GA ROOF SHEATHING 2' 2'r.2' 16 34 ANGLE CUP SECURED WITH (4) 012-14)1- SELF-DRIWNG SCREWS OR DOUBLE TS HEADER HEADER CONNECTION DETAIL OPTION 1 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-141j' SELF-DRIWNG SCREWS 0 6' O.C. (9' O.C. MAX.) 1' 16 GAUGE FURRING CHANNEL 46' O.C. MAX. SECURED WITH (2)/12-140' SELF-DRIWNG SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION GA RIDGE CAP 26 GAUGE ROOF SHEATHING SECURED WITH (1)#12-14,4' SELF-DRIWNG SCREWS 0 9' O.C. MAX. ROOF RIDGE CAP REINFORCEMENT MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WON I—— -, cn r_vRi LING SCREWS OR DOUBLE TS HEADER HEADER_ CONNECTION DETAIL OPTION 2 MINIMUM 6' TE NIPPLE NIPPLE SECURED TO WALL POST WITH (4)112-144- SELF-DRIWNG SCREWS BOX EAVE RAFTER TO POST CONNECTION DETAIL APPROVED PRODUCTS ROOF SHEATHING Carports Anywhere Hampton Rib Roof Panel Carports Anywhere WALL SHEATHING(LAP) Resi—Lap Wall Panel MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)112-144- SELF-DRIWNG SCREWS POST TO TRUSS TRUSSED RAFTER CONNECTION DETAIL APPROVAL NO. FL27402.1 FL27403.2 JAN 31 2019 CODE VERSION Me V17 Rh Edl'wn. MANUFACTURER WRI NVYAHERE BUILDING TYPE IIIMY $RNONFE CONSTRUCTION TYPE II-B RISK CATEGORY' I FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE STORAGE OCCUPANCY - 6t51C WIND SPEED Ym 15o,Ph EXPOSURE c ENCLOSURE Wee INTERNAL PRESSURE COEFFICIENT +/- DO IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD IOPSF ROOF WE LOAD 'OS, OR ]DOTS K FLOOR DUD LOAD IOPSF FLOOR UVE LOAD SOPS 'R' RATING OF WALLS. FLOOR ROOF N/A MODULES PER SLIMING I HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 700 SQ, FT. REVISIONS DESCRIPTION REV 1 REDESIGNED LENGTH k WIDTH RED & WDT' cslcnrD wlmN 11/15/18 S. Indian River Dr., 34957 25-L X 28'W X 14-H PROPERTY REOUDIEMERrs ME TONS ARE TO BE ORS ME i0 BE MINIM TRENGTH. NEE STEEL NIPPLES ME /I 1/17/19 J Q Matthew T. Baldwin P.E. Florida License #64608 oSheet: CA-4 OF 4