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Home My WebLink AboutSURVEYSIs FND 1 112 IP - ---� - - --NO-ID -- x • � I ' I F- n in O a o CD a r it, Z 4-METAL FENCE 6'W000 NCE 15 .- - -_ .._ may � 9 ' •�'4 x�.rs PIV j3grn �, 1 I �•-Ve DIRT DRIVE `v 4- METAL FENCEOr DV Df \ - QP—�'—QP—QP�QP^ I FND 1 112 IP NO 10. I r I % % . I- x I W 4 I LU S f v� Cn LOT 2 BLOCK A OCCUPIED , S 89059' 4' I FND % IR x NO 10 I � SEPTIC FENCE !T F"CiT x " AREA u f cwn S!ns x REAR x LZNG,M� _I do rt rl. COVERED (1) p. $ ENTRY p N a fi p (� 0 u>o.Tr Q b p o uea O "C1 0 a 1 9TORY FRAME +� m m RESIDENCE F77 Y looff 52f 2_ x x ELL x I AI SETBlICKAEQ. r .:,. FRON1j, SIDES�_r CNA SIDE_ CONCRETE DRIVE 6' UTILITY EASEMENT 6'UTLTYEA T FND % IRC WITCHELL" REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY ABOCC \� i RECEIVE erml i Somme q� St. Lucie County C r r c 9 IBY St. Lupie County CARPORTSANYMM E _ CODE INFORMATION CODE VERSION fee 2017 6IN EWV-. MCE-]-,D 14ANUFAMRM CM IS A`IYAHERE BUILDING TYPE UR111Y STRUCTURE CONSTRUCTION TYPE o-B RISK CATEGORY 1 FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE GROUND ANCHOR WITHIN 6" OF EACH OCCUPANCY SKNAI POST. ANCHOR SECURED WITH 4" GRADE BASE RAIL BASIC WIND SPEED C , �Pe 5 BOLT MINIMUM WITH 2" WASHERS EXPOSURE BASIC ENCLOSURE dCWam INTERNAL PRESSURE COEFFICIENT /- 0.1e GRADE IMPORTANCE FACTOR ,.,6 ROOF DEAD LOAD ¢ ROOF LIVE LOAD sr OR ]WIC POW LOB MOOR DEAD LOAD 10PSF ASPHALT OR MINIMUM ROOF LIVE LOAD Ism,sF SOIL BEARING CAPACITY nr RATNG of WAU3. FLOOR. ROOF N/A 30" EARTH AUGER GROUND 2,000 PSF (TYP.) MODULES PER BUILDING , HURRICANE PROTECTION USAGE NO ANCHOR— 4"X30" LONG WITH HURRICANE SHELTER USAGE ND DOUBLE 4" HELIX SOUARE FOOTAGE 600 so. FT. .REVISIONS REV DESCRIPTION DATE BY O I GROUND ANCHOR BASE N Drown By. MTB od": 9/19 Lx.t,emRA L D ETA E 5949 Clydesdale Lane, PSL, 34987 Modelin 301 X 20'VH % 13'H GENERAL NOTES 1. THIS MIMING IS OEM" ROM THE FBG ENERGY CONSERVATION CODE PER SECTION C101.43. 2 ALL STEBLL TUBING SHALL BE SO KSI STEEL. B. PLUMBING, ELECTRICAL INGRESS/EGRESS. PROPERTY SET -BACKS. AND/OR OTHER LOGN. CODE REOUWCMENIS ME THE RESPONSISIIRY OF THE OWNER 4.ROOF AND *ALL SHEATHING SECURED WITH /12-14W SETS-OWLUNG SCREWS WITH GOAL WASHERS O 6' O.C. MAIL 5.11Em FRAMING CONNECTIONS SECURED WITH /12-14x/4' SELF-DPoWNG e. ALL SHOP LNG UL WEUDIIONS NE IN BE Wk1Dm, NO WEEDING ONSIIE ALL ANCHOR GONE IN SHOP ]. 1/2' CONCRETE WBUB DNS ANCHORS ME m BE A11NiMUM 1/2OR 1 CA. FRAMING INN IS .6STRENGTH..5* 8. M OR 14GG FPMIINE S 2.612.6' THBE STEEL.. NIPPLES M 235 �25' THE aTEEL 1r REVIEWED FOR CODE COMPLIANCE O Si. LUCIE COUNTY i SOCC w 2/4/ 19 30'-0" -� 5� z Matthew T. #6 P.E. S � Florida License nse 64608 a, Sheet: CA-1 1 OF 4 12 3L-- - ------- FRONT/REAR END WALL LEFT/RIGHT SIDE WALL CODE VERSION FBC M17 6N EdiUm AYE-7-1 MANUFACTURER WPORIS M'YV ME BUILDING TYPE UnLRY SIRUCNRE CONSMUCDON TYPE n-e RISK CATEGORY 1 FIRE PROTECTION NONE FIRE SUPPRESSION SYSFEM NONE OCCUPANCY STDRADE BASIC WIND SPEED V.-170nP1N EXPOSURE C ENCLOSURE ENCLa4D INTERNAL PRESSURE COEFFICILNT ♦/- 0.18 IMPORTANCE FACTOR 1.16 ROOF DUD LOAD IcPSF ROOF UVE LOAD 2OPSF OR WCb PONE LOUD FLOOR DEAD LOAD IOPSF MOOR LIVE LOAD BOPSF 'R' RATING OF WALLS. MOOR. ROOF N/A MOOULES PER BUILDING 1 HURRIME PROTECTION USAGE NO HURWGWE SHELTER USAGE NO SQUARE FOOTAGE 16M SO. R. MTB oriel5949 Clydesdale Lane. PSL. 34987 301 X 20'W X 13'H SS/EGRESS. PROPERTY .00AL MOE RECUIREMENIS ARE DO M SECURED WRH /12-14ri' SIX WASHERS O 6' O.C. MAX SECURED WITH /12-14F3/4' ONS ARE TO BE WELDED. NO IG DONE IN SHOP 1RS ARE TO BE I@nMUM RCNm. 'r2S' TUBE STEEL.. NIPPLES LLB w 2/4/19 Matthew T. Baldwin P.E. Li Matthew License #64608 F I sheet- CA-3 OF 4 MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)11 SELF -DRILLING SCREWS POST TO BASE RAIL CONNECTION MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)(/12-1414- SEIF-DRIWNG SCREWS E TO Yb: 2'x2'r3' 16 GA ANGLE CUP SECURED k2"�"x2"REWITH H( ANGLE CUP RAIL WRN (4) #12-14�4' SELF-DRIWNG RED WRH (4) g12-14xJ' SCREWS 2 x2'�2' 16 GA ANGLE CUP SECURED-DRIWNG SCREWS WRH (4) W12-14,1- SELF-DRIWNG ASCREWSGLE OR DOUBLE TS HEADER 1-Iil.INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAVOROR HEADER CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA ANGLE CLIP SECURED WITH (4) #12-14rj" SELF —DRILLING A. ANGLE CLIP (4) #12-14,4" SCREWS NON—STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL INTERIOR ,12-14,r SELF -DRILLING SCREWS Y 10' O.C. MAX, 3' MAX. FROM CORNERS HORIZONTALLY/ 4- MAX. FROM CORNERS VERTICALLY EXTERIOR DOOR FRAME TO POST CONNECTION MAX. SPACIP r3" MIN. MAX. SIDE WALL ROLL —UP DOOR HEADER DETAIL INSTALL PER MANUFACTURERS INSTRUCTIONS SELF -DRILLING O 6' O.C. MAX. h FROM CORNERS ROLL —UP DOOR TO POST CONNECTION DESIGN PRESSURES — 170 Mph ROOF +24.6/-54.3 WALLS +28.9/-26.0 DOORS +28.9/-26.0 WINDOWS +28.9/-26.0 1 2 3 4 5 ZONE +12.4 —27.7 +15.5 —42.3 +24.6 —54.3 +28.9 —26.0 +27.8 —24.8 26 GAUGE ROOF SHEATHING SECURED WITH (1)d12-14.]' SELF-DRIWNG SCREWS O 6' O.C. (9' O.C. MAX.) D. 16 GAUGE SECURED WITH CHANNEL 414 O.C. MAX. SECURED WITH (2EACH 14x1' SELF-ONWNC SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION 26 GA RIDGE CAP NIPPLE TO A TRUSS V \\\\ GA RO\ 1. 26 GAUGE ROOF SHEATHING SECURED WITH (1)Al2-14,4' SELF -DRILLING SCREWS O 9' O.C. MAX. ROOF RIDGE CAP REINFORCEMENT MINIMUM 6" TS NIPPLE. NIPPLE TO WALL POST WITH 4,r SELF-DRWNG SCREWS OR DOUBLE TS HEADER I CODE VERSION ITBG 2011 61h Uld-, ASCE->-toll HEADER CONNECTION DETAIL CONSTRUCDON TYPE w5x CATEGORY OPTION 2 PRE PflOTECRON MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)p12-1404' SELF-DRIWNG SCREWS POST TO TRUSS 16 GA. U-CHANNEL BRACE, MIN. 24' UP TO 7' POST. MIN. 48- OVER 7' POST. MIN. 4V TO MAX 69 FROM HORIZ. (E%CLUDE ENO -WALLS MINIMUM 6' TS NIPPLE. NIPPLE SECURED TO WALL -POST WITH (4)}12-1404- SELF-DRIWNG SCREWS WIND SPEED OAS ROOF DEAD LOAD TOPS, ROOF LIVE LOAD 2OPSF OR 300b Paw LOAD FLOOR DEAD L AD 10P5, FLOOR UVE LOAD 5OPSF 'R' RATING OF WALLS, FLOOR, ROOF WA MODULES PER BUILDING I HURRICANE PROTECTION USAGE No HURRICANE SHELTER USAGE NO SQUARE FOOTAGE 600 SO. FT. REVISIONS 5949 Clydesdale Lone, PSL, 34987 oriel 301 % 20'W % 13'H ARE BOX EAVE RAFTER TO 5 FLEW FRAMING CONNECTIONS SECURED WITH �112-14.33/4' POST CONNECTION DETAIL =DRUING SCREWS. S. ALL SHOP FRW01G CONNRTIONS ARE TO BE WELDED. NO WENDING ONSNC ALL WELDING DONE N SHOP. >. CONCRETE EXPANSIONS ANCHORS ARE TO BE MINIMUM 1/2Oa 1 2 FR TENSILE ST ' T n Nf na IIF1 FR1111Nf. Is 2B'�23' TUBE STEEL. MIWLFS APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carports Anywhere FL27402.1 Hampton Rib Roof Panel WALL SHEATHING Carports Anywhere FL27403.1 Hampton Rib Wall Panel 0 2/4/19 (n _d Q Matthew T. Baldwin P.E. Florida License #64608 0 Sheet: CA-4 OF 4 zm