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HomeMy WebLinkAboutFLOOR FRAMING PLAN2.4 BLOCKING 2x4 SOLE PLATE FLOOR FRAMING PSI APPROVAL 20f,_ ELEVATION CROSS—SECTION TYPICAL ARCH FRAME LAID FLAT EN 2".6- LAID FLAT —yARlt6 6'-0' TO 1S-B• I yARl6 6'-W TO 13'-B- END ELEVATION END ELEVATION WITHOUT DOOR - WITH GARAGE DOOR (ONLY ON ENDWALL) Side Wall Header Schedule (180C) ' P; End Wail Header Schedule 180C Building Width mod} MaK. Span N,){b) Fasteners w/0 st Size Up to 14' Wide Fasteners wl strap I-210" 6'-0" (each end){c} Max. Span p N NJ(b) (each en 2-2"A4"(oY 9'-0" O 4 - 3' X 0.131' ni 0{0} 0- 1 4°x4" 4"x4" w2 x4° G r 8L(r 0 1 3 - 3° x 0.131" nails 6 - 3° 0.131' x. J ni a. a U at Va ues arB r o. gra a 'pru 1n 1r um or. b. NJ- Number of)ack studs required to support a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. x nails each end. c. Laid flat b. NJ - Number ofjack studs required to support each end. d No tack studs, but 2x6 studs laid flat. c. Window header for window openings that have more than 5096 combined stud wall aba°e and below, otherwise use door header schedule. d. See header details for alternate la outs, i.e. 2-2"x4° or 4"x4" P.T. FITSEETENER SCHEDULE FOR HARI)ty/E REQUIREMENTS. ADER SCHEDULE FOR ADDITIOWIiiaoWNALINFFLpp�t1RR��MppRONe. The header can be attached to the top plate and thus have the combined strength ELWINDOW OW OTHERWISE �RuEFQt�7p D�0'ORRMEAOERSW� FRAMING ABOVE equivalent and use the maximum span stated. WALL STUDS II II I I j I j l II SKUTTMUNG II I I II I l I I II I II 12-xl2. OR 16-x4• BETWEEN WALL STUDS VENT IS SECURED - 7D SHEONING AS PER MANUFACTURERS INSTRUCTIONS HYDROVENT DETAIL OPTIONAL 0 m 27x4- WITH 1/2- PLYWOOD OSS FILLER OR (1)1-x4- _.V-12' MAX. SIDE WALL WINDOWS & DOORS 2 x4o END WALLS WINDOWS & DOOR 6' WIDE OR LESS NOTES-Qp-n hIAL FIEMIC OUTLET -ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE. SOURCE N " -ENCASE IN ALL METAL BOXES. L " - WIRING DIAGRAM (OPTIONAL) END WALL 25k4' 4•xb- 4"x4„ W/2"x4" inkgtelt PS-0 CODE REVIEW Prafesrian"I Service Indastrics, Inc An Int—k Ccinpeny 174833rd Street Orlando, Florida 32839 Plans Review: Victor C. Moron, PE FL PE 082379, LA PE #42017 LSUCCC OU02436, TN PE #120939 _ CODE VERSION FBC 2017 61h EdRia , ASCE-7 MANUFACTURER 2014 NEC SUPERIOR SHEDS BUILDING TYPE 1UF CTURED BUILDI G CONSTRUCTION TYPE RESIDENTIAL to STORAGE V-B FIRE PROTECTION NONE FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE _ ALLOWABLE NUMBER OF STORIES 1 BASIC WIND SPEED--- yr-180mph EXPOSURE C ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFICIENT IMPORTANCE FACTOR +/- 0.18 11B ROOF DEAD LOAD ,OPSF ROOF LIVE LOAD FLOOR DEAD LOAD 3OPSF OR 3001b P004T LOAD lops, FLOOR LIVE LOAD STD. 75PSF -126PSF OPT. -R- RATING of WALLS, FLOOR, ROOF N/A MODULES PER BUILDING 1 HURRICANE PROTECTION USAGE NO HURRICANE SHELTER USAGE No SQUARE FOOTAGE 719 SOFT. OR LESS D4 ALUMINUM WALL SHEATHING OPTIONS SEE HEADER 2- UAv DETAIL lx4 RUNNER ON INSIDE LL1 DraYln By. / Z MTB J Date: END WALL Z 12/12/17 C Scale: 2x4 D.C. MAX. STUDS 0 2x4 SOLE PLATE I__ Z � N A odel FLOOR FRAMING W SS-B-180CR1 SKIDS SECURED 70 SOLE PLATE FLOOR FRAMING 0.039- 1. FOUNDATION PLANS ARE NOT PART OF THIS P GOVERNED BY L NS AT LAN SET AND ARE 2. DN UILDING ISER 6-1 STRAP W/6-1oa NNLS STANDARD WALL DETAIL AUAL- WITH DOOR & WI D NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM FOUNDATION SILL TO ROOF AND SECUREq TO EN5URE LJ_I J I-- it ODE PIS SECTION 1016�.22OM TME � IXERT'Y CONSERyA710N 3' CODE TE�R REC DOWN DETAILS FOR PROPER INST EA1EM5 ALLATION -FLOOR SHEATHING: OPTIONS - 3/4' PLYWOOD A CONTNUOUS LOAD PATH. WHERE WALL MEMBERS ARE NO7 CONTINUOUS, Q '� ♦— TO INEEf CODE 4• ALL STUDS, RAPIERS, TRU556, ETC. - 3/4' P.T. PLYWOOD - 3/4• T&G SHEEP METAL CLAMPS, RES. OR CUPS SHALL BE FORMED OF GALVANIZED STEEL OF N0T LESS TFUN 0.040- NOMINAL THICKNESS. (n U ARE 2x4 AS NOTED. B2 SPF, IXCEp7 6. STRUCTURESOOVER 400 SQ. FT. WILL HAVE AN 80. - 3/4- P.T. i4cG 0-0- MAK LLI w � MINIMUM 6. GUTTERS TO BE INSTALLED ONCODEEL-SRE BY OTHERS THRU LL LOCAL 7. ALL WINDOWS AND DOORS TO MEET THE MI AS PER FLORIDA BUILDING CODE MUM SPECIFICATIONS ____ ____ ____ ____ ____ ____ ____ ---- ____ ___ ---- ---- ---- 2 ____ ____. 8. FLAT METAL STRAPS CAN BE BENTAROUND OF ALL STUDS, TRUSSES, CHORDS, ETC, 70u� ECUREE7Mj1BER5 X M BERS; PROVIDED THAT THE ADDED q I G. ___ SRID Woo xi 7L2 B END DO ESE IXISTING BRAKES BENDS IN ES NOT INTERFERE THE STRAP. 13•-8- 1'-101• 1'-10j• 1'-iD1• z ```') I I I fit 10•-0• r-r 6•-10 _ ___I LL .• 6,-0• 0'-m• 61• - • ENS, '• 6 NWI6 ARE rIOM OlO D< xW To GOADS W (2) 4W Sires ally. I IT, W. SNEa6 RISE (4) SOS Or SKM ``\\C \ ;' •; \ LLl ------•_-- 2.6 P.T. 24. O.C. TIP. CCQ — — _ OPTIONAL 126PSF O 16' O.C. TIP. WITH 3AC T&G PLYBOARD / STATE :• a 4`-`P.7 ATTACH H24 ORE* SEE •� i'� '•., FO p '• R I D \ TABLE 2 FOR QUANTITY AND SPACING. �� :• \ •., .• C)\ O • . \\\ 1111((llII)))�� \— •- ---- ---- ---- ---- ---- --- Q ---- ---- ---- FLOOR JOIST. SEE SCHEDULE FOR SIZE ---- UT• F " 0 (� z Matthew BaldWin P.E. Florida License #64608 FLOOR f G—P_1A Imo, F m Sheet: S S B_ I OF � RECEIVED JUL 3 0 2018 ST. Lucie Gouncy, rr fil!€ ir1r� 75.16' N 8� 9 53 44 W FND 5/8 IR (NO ID) MIN. S FRONT SIDES_ CNR SID ZNG._ TECH IfIED TO: 75.00' N 89'53'44" W K REQ. FND NAIL & DISK PSM # 4971 BENCHMARK ELEV = 20.35' FND 5/8 IRC PSM # 4971 LOT 18 BLOCK 73 VACANT 6' WOOD 10'D&UE 75.00' S 89'50'30" E 10'D&UE BLOCK 73 OCCUPIED w N N 0 0 011 22.09 SCANNED BY sit. ,Ludy c®unv 20.01 75.00' =Q U+N-A 20 ASPHALT 70' RNV 20.08 20.08 20.20'• 20.17 r;. 75.00' • o . 1�81 •'.��,•.. 21.97 �•. COVERED �•' <;� , a- ��.' ENTRY �22.13 22.36 ` 23.00' 3.55' 21 STO RY FRAME RESIDENCE flt ' n P-e 40 • io 32.26' p S COVERED 8 PORCH 15.25' � 18.06' 22.35 x 22.48 164.54' UA N 89*53*44" 20.05 o FWD NAIL & DISK pM, LS # 2391 ' BENCHMARK ELEV = 20.12' 114.40' N 89'S3'44' V /B IR rIFNOD D) 1 N CD m M a 10.4' 21.80 6' WOOD FENCE 4' CHAIN LINK FENCE aM 7 LOT 16 BLOCK .73 OCCUPIED Boundary * Topographic Survey For: Joseph E. Shaddock SET NAIL & DISK STREET ADDRESS: PSM N 4971 7303 COQUINA AVENUE, FORT PIERCE FL. 34951 mr LEGAL DESCRIPTION: BEING ALL OF LOT 17 BLOCK 73, ACCORDING TO THE PLAT OF LAKEWOOD PARK UNIT 7, AS RECORDED IN - -- " PLAT BOOK 11, PAGE 13, OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. LEGEND * ABBREVATIONS: (NO ID) N GRAPHIC SCALE IN FEET CONC DENOTES CONCRETE PB DENOTES PLAT BOOK PCP DENOTES PERMANENT CONTROL POINT CM DENOTES CONCRETE MONUMENT P? DENOTES PLAT DATA ORB DENOTES OFFICIAL RECORDS BOOK '(C) DENOTES CALCULATED FROM FIELD MEASUREMENTS IRC DENOTES IRON ROD & CAP C. DENOTES ELECTRIC PG DENOTES PAGE (M) DENOTES MEASURED DATA POB DENOTES POINT OF BEGINNING ID DENOTES IDENTIFICATION NUMBER POC DENOTES POINT OF COMMENCEMENT w �) DENOTES FLOW LINE IP DENOTES IRON PIPE TOB DENOTES TOP OF BANK IR DENOTES IRON ROD TYP DENOTES TYPICAL UE DENOTES UTILITY EASEMENT FND DENOTES FOUND CBS DENOTES CONCRETE BLOCK STRUCTURE be LB DENOTES LICENSED BUSINESS PSM DENOTES PROFESSIONAL SURVEYOR & MAPPER OHP DENOTES OVERHEAD UTILITIES *:f-#' DENOTES ELEVATION (TYPICAL) z ® DENOTES WATER METER CA DENOTES CENTERLINE BSL DENOTES BUILDING SETBACK LINE R/W DENOTES RIGHT OF WAY D&UE DENOTES DRAINAGE AND UTILITY EASMENT A/C DENOTES AIR CONDITIONER ELEV DENOTES ELEVATION OCC DENOTES OCCUPIED FFE DENOTES FINISH FLOOR ELEVATION VAC DENOTES VACANT BLK DENOTES BLOCK NAVD DENOTES NORTH AMERICAN VERTICAL DATUM CQ� DENOTES UTILITY POLE w GENERAL NOTES: I� °i t2o z 1A N LOT 17 b N ABOVE , p Ci BLOCK 73 GROUE a z n OCCUPIED ,76 POOL n 21.68I �o i 82 ][ ][6' W00W FENCE J[ ][ 21.69 V CHAIN LINK FENCE 75.00' 114.52' 10'D&LIE S 89'50'30" E S 89'50'30" E FND g1 IR OHP OHP OHP OHP fS FND 5/8 IR 10' D & UE FND 5/8 IRC (NO (NO ID) UNREADABLE LOT 14 OCCUPIED Charles Ar,-nodd or Professional Surveyoan&Mapper FLORIDA LICENSE NO.4971• LOT 15 BLOCK 73 1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE CENTERLINE OF COQUINA AVENUE, �- HAVING A BEARING OF N89'53'44"W, ACCORDING TO THE PLAT OF LAKEWOOD PARK, UNIT 9, AS RECORDED IN PLAT BOOK 11, PAGE 13, PUBLIC RECORDS, SAINT LUCIE COUNTY, FLORIDA. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY. 4. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0070 J, EFFECTIVE DATE FEBRUARY 16, 2012.' THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 5. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN VERTICAL DATUM OF 1988. REFERENCE BENCHMARK ST LUCIE COUNTY "PINCH" WITH AN ELEVATION OF 21.06'. 6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS. 7. THE LAST DATE OF FIELD WORK WAS JUNE 18, 2018. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 10. ALL MEASUREMENTS ARE IN ACCORDANCE WITH UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 4 D-MAP-IS-RESIDEN 11. THE EXPECTED USE OF THE SURVEY T7T1At © COPYRIGHT ARNOLD SURVEYING, INC. 2018 Arnold Surveying, Inc. _ ALL DRAWINGS OR DOCUMENTS AND COPIES THEREOF ARE INSTRUCTIONS JOB NO: 18-536 PROFESSIONAL SURVEYORS AND MAPPERS OF SERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC. DESC: LWP UNIT 7 NTE--SIGNED_ TH REPRODUCTION OR UNAUTHORIZED USE OF THESE DRAWINGS OR ANY DATE: 06/26/18 FLORIDA LICENSED BUSINESS NUMBER 7903 OTHER PROJECT DOCi1N1ENT5 WITH©U1�N/RITTFnI PEP MISSION FROM SCALE: 1 "=30' 4888 N. KINGS HIGHWAY #425, FORT PIERCE, FLORIDA 34951 ARNOLD SURVEYING, INC. IS STRICTLY PROHIBITED. THIS DRAWING -OR DRAWN-BY:__C 24 VERDE VISTA, FORT PIERCE, FLORIDA 34951 DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS. -7t-2--) 460--821.1--SURVEY®ASI-SURVEY.COM