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Home My WebLink AboutBUILDING PLANS 1y^� 4 2.5' PLAN VIEW BUILDING FRAMING RECESS 3° DooR WIDnI� ELEVATION VIEW BUILDING FRAMING 3' RECESS T DOOR WID ROLL —UP DOOR CONCRETE SPLASH —GUARD RECESS NOTES: 2"X12" REINFORCED FOOTER R SCANNED BY 8L ✓Lucie County 104'X3'(2,500 LB.) CONCRETE WEDGE ANCHOR WITHIN 6' OF EACH POST. 2j' EMBEDMENT MIN. 2' MIN. BASE RAIL GRADE -I —Ili 'IIgI ` STAB WITH W.W CONCRETE (2) TI5 WITH M O.C. MINIMUM 501E BEARING CONTINUOUSOUS WITH MINIMUM CAPACITY 2,000 PSF (TYP.) 12. OVERLAP SPLICE CONCRETE FOUNDATION/BASE RAIL ANCHOR DETAIL NO FIRE RATING IF THE NEAREST STRUCTURES ARE MORE THAN 5' IN DISTANCE PER 602 FBC. NO FIRE PROTECTION OR SPRINKLER SYSTEM EEOPSI 4" CONCRETE SLAB WITH W.W.F. AND 12 X12" REINFORCED FOOTER PERIMETER SUB —GRADE SOILS: —TO BE TERMITE TREATED AND COVERED WITH 6 MIL VAPOR RETARDANT PER SECTION R318 AND 1516 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 1}" ELSEWHERE. REBAR EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR_DISTANCE OF I" FOR FINE GROUT, AND 4" FOR COARSE GROUT BETWEEN REBAR AND ANY FACE OF A CELL. REBAR USED IN MASONRY WALLS SHALL HAVE 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. J II -METAL GA WEATHER SHALL BE GALVANIZEIN LVANIZATION, - � -MEACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO CONNECTORS, SCREWS, BOLTS. AND NAILS ACCORDANCE E POS DI TH DIRECTLY TO WEATHER SHALL BEET STAINLESS STEEL OR HOT DIPPED GALVANIZED. ENTRY/EXIT DOOR ENTRY/EXIT DOOR RE Perm St. aAPPROVED ❑APPROVED AS NOTED ❑REVISEANDRESUBMIT ❑REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORD TI OF HIS WORK WITH O ER TRADES AND FULLC P E CONTRAC DO UMENTS By: Date:l Architectonic nc. Fort Pierce, FL 34950 ENTRY � "4 ft ERE ucie County, FL N CODE INFOR ATION MOE VERSION IM V17 BN FdNo", MDE-7-I BUIO NG TYPE SPONGE 0* M,RE CONSTRUCTION TYPE n-e FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NOW OCCUPANCY =WL S-2 A 10WABLE NUMBER OF STORIES 1 BGSic WINO SPEED Va-16.m EXPOSURE Ic ENMMRE E1ICIDSED INTERWL PRESSURE COEFFICIENT ♦/- 0.10 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1015E ROOF LNE LOAD 20PSF OR SO MW MID RAOR DUD LOAD / F.MR LYE LOAD 10PRF / 126PSF (UGW STORAGE) SQ.". I RE415E0 PEn RMEW C04YEN15 a/O/10 2 B. WNR-MTV OOGIi 9/7/le 41B 1 ♦ IRINOAD REM WKN-NRU COM liv/,i/,al — A 7 TO BE WELDED. To BE MINIMUM :L NIPPIES ME 0 3:1 10/11/18 LLJ Matthew T. Baldwin P.E. Z Florida Ucense #64608 Sheet: CA-1 OF 4 ME FRONT END WALL O.C. ROLL -UP DOOR 12 GA POS (EACH SIDE OF ROLL -UP D00 LEFT SIDE WALL ROLL -UP DOOR 12 GA SIDE WALL REAR END WALL ROLL -UP DOOR 12 GA. POST — (EACH SIDE OF AL ROLL -UP DOORS) MOE VERSION FBC 2017 61N EdB . ASCE-7-10 MNUFACTIIRER WmORTS M NQ:RE BUIIDWC TYPE 510WGE SIROCTURE CONSTRUCTION TYPE II-0 ME PROTECTION NONE - FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORKS. 5-2 ALLOWABLE NUMBER OF STORES I BASIC WIND SPEED Va-160,h EXPOSURE D ENCLOSURE 1NCIOSEL DDERNA PRESSURE COEFRCIEM •/- 0.18 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 103E ROOF LIVE LOAD 2OPSF OR 300EE MW LOK FLOOR DEAD LOAD / FLOOR LIVE LOAD 1D3F / 1233E (UOYR SIDRADFJ 'R' RATING OF WALLS. FLOOR. ROOF WA MODULES PER BUILDING I HURRICANE PROTECTION UWE im HURRICANE SHELTER USAGE N0 SQUARE FOOTAGE 1.300 SOFT. t 1 R1.YISM PER REVIEW CONYENIS S/0/16 IRB 3 Ippm Wyl(-TXR11 pWR B/T/IB YTB 3 RSVSM wM-Y1. DOORS 9/22/IB RIB • RVY REM WMl(-D1RU DOOR 10/I t/10 F. ME To BE ME TO BEM mu M. STED. MPPLES ME LLJ wy 10/11/18 `V Matthew T. Baldwin P.E. (yJ Florida License #6450B Sheet: CA-2 OF 4 ME II FRONT END WALL LEFT SIDE WALL RIGHT SIDE WALL REAR END WALL i ► s +, lr H caDE vPaslDn � AI2: EmUo,,, MCE-2-I MANUFACNR6t uwaRrs ANWMERE BHRDING T E lSfOPME SIRULIVRE GONSTRUCNON TYPE e� SWINGING f--� nnc oorrncvion DOOR i--� OCCUPANCY srOwcE s-i ROOF ME LOAD 12 OR aoom P I FLOOR DUD LOAD / ROOR WE LOAD IOPSF / 1253E (MOW STORMO W' RATING OF WALLS. FLOOR, ROOF N/A MODULES PER BUILDING I HURRIONE PRO=nDN USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 1.300 so.M I PfN5E0 RA RLMEN CONYENIS z AooED wax-THRe Dorn s/2/I9 uIe 5 1 RENSED wax-IHRD MRS s/zz/Ia 1 We RVJO D REAR wax-1HRU MR 11.11VIal .. WITH /12-t,14 M BE WFDJ0 TO BE MINIMUM 1 NIPP ARE 2 51d25' cn LJ w 10/11/18 Matthew T. Baldwin P.E. LLJ Florida License #64608 Fsheet: CA-3 OF 4 ME II MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)#12-144" SELF-DRIWNG SCREWS POST TO BASE RAIL CONNECTION MINIMUM 5' TS NIPPLE NIPPLE SECURED TO WALL POST WITH (4)#12-144' SELF-DRIWNG SCREWS 2'a'12' 16 GA ANGLE CUP SECURED WITH (4) #12-144" SELF-DRIWNG SCREWS —I 1-1 , kBECURED x2' 16 CA ANGLE CUP WITH (4) #12-144' 16 GA. ANGLE CUP SECURED-DRIWNG SCREWS #12-144" SELF-DRIWNG GLE OR DOUBLE TS HEADER INTERMEDIATE POST TO END POST TO BASE RAIL HEADER/BASE RAIL/OR HEADER CONNECTION CONNECTION WINDOW RAIL DETAIL DETAIL OPTION 1 2"x2"x2" 16 GA. ANGLE CLIP SECURED WITH (4) #12-14x4" SELF -DRILLING A ANGLE CUP (4) #12-14>i" SCREWS NON-STRUCTURAL HEADER OR WINDOW RAIL TO POST DETAIL MAX. MAX. SPACING SIDE WALL ROLL -UP DOOR HEADER DETAIL 26 GAUGE ROOF SHEATHING SECURED WITH (1)112-144" SELF-DRIWNG SCREWS 0 6' O.C. (9' O.C. MAX) 1' 16 GOUGE FURRING CHANNEL 48' O.C. MAX. SECURED WITH (2)112-14x1' SELF-DRIWNG SCREWS TO EACH RAFTER. ROOF PANEL CONNECTION VERTICAL SHEATHING OPTION MINIMUM 6' TS NIPPLE NIPPLE TO Wu POST WITH 44' SELF-DRIWNG SCREWS OR DOUBLE TS HEADER HEADER CONNECTION DETAIL OPTION 2 MINIMUM 6' TS NIPPLE MPPLE SECURED TO WALL POST WRH (4)#12-144" SELF-DRIWNG SCREWS POST TO TRUSS CONNECTION INSTAL. PER MANUFACTURERS INSTRUCTIONS 26 CA RIDGE CAP �n #12-144' SE-DRIWNG #14x1' SELF-DRIWNG SCREWS O 6' O.C. MAS. @ NPPLE To RAFTER SCREWS OLF 10' O.C. MAX., 8 6' MAX FROM CORNERS MAX. FROM CORNERS HORIZONTALLY/ 4- MAX. FROM CORNERS VERDCNIY 26 GA. ROOF INTERIOR EXTERIOR SHEATHING MINIMUM 6' TS NIPPLE NIPPLE SECURED TO WALL POST WITH 1]n 6 26 GAUGEOO RF SHEATHING SECURED (4)#12-144" SELF-DRIWNG SCREWS WITH (1)#12-144' SEF-DRIWNG SCREWS O 9' O.C. MM. MINIMUM 24' I 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 — 160 Mph ROOF +22.0/-48.4 WALLS +25.4/-22.8 DOORS +25.4/-22.8 WINDOWS +25.4/-22.8 1 2 3 4 5 ZONE +11.7 —25.8 +14.3 —39.1 +22.0 —48.4 +25.4 —22.8 +23.8 —20.1 APPROVED PRODUCTS APPROVAL NO. ROOF SHEATHING Carolina Carports, Inc. FL6796.1�( — 26 Go. AG Roof Panel WALL SHEATHING Carolina Carports, Inc. FL6702.1 26 Go. AG Panel ROLL —UP DOOR ASTA DOOR CORPORATION FL8888.1 —R5 203 WINDLOCK SWINGING DOOR ELIXER DOOR AND METAL COMPANY FL17996.5 407 STEEL DOOR NA RIDE VERSION FBC 2017 61h WW4 ASCE-7-10 MANUFACTURER W+Rm MaWTm BUILDING TYPE STORAQE SIRUCNRE CONSTRUCTION TYPE o-B FIRE PROTECTION NONE 5-2 OF STORIES INTERNAL PRESSURE COEFFICIENT ♦/- 0.1E IMPORTANCE FACTOR 1.1E ROOF DEAD LCAD 10PSF ROOF MVE LOAD 2MF OR =IE POINT UMO FLOOR DEAD LOAD / FLOOR LIVE LOAD 10PSF / 125PSF (x STORAGE) 'R' RATING OF WADS, FLOOR. ROOF WA MODULE PER BUILDING I HURRICANE PROTECTION USAGE NO HURRIGNE SHELTER USAGE NO SQUARE NOTAGE 1,300 SOFT. 1 RENEEO PER RMFW C WDIIS 5/fi/16 4 T9 2 OLUEV WOL!-MTV CWfl 8/]/16 91B .1 RE415E0 WH1(-TRR11 ODORS 9/32/IB MIB REWO REAR W.K-TIRU DOOR 10/11/15 YR TO BE WD OO TO BE MWMUM 3 NPPtES ARE 10/11/18 J MaltheW T. BaldWin P.E. Q Florida License Fi4608 w Sheet: CA-4 OF 4 ARE