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HomeMy WebLinkAboutSURVEYGARAGE SHED �JD1 as 2l v2_ SGAININWd By �44 0 T rm SET 5/8" IRON \ z' a'' ROD AND CAP—J c' "NEXGEN 8111"r vvuuu DOCK RECEIVED L UN 13 2018 ie County, Permitting -- 22'-2' b._B. M•-W 7'-4 6'-7• g-g• f-4. g_g„ Q R'R:080 W-W Gsa BYPASS m l l EXIST EXISTING NEW W �LW COVERED PATIO BEDRM 21=R3A/A m FAMILY RM f-4•cLG 10-0" CLG BTPA% 1f " 0l REPLACES WORE AND FIXTURES NEW © OBATH 1 e " IRFNLL W[ DOW ut sA4iJ 2660 FR30M 15TPASS EXIST o M. BEDRM 0 0' CLG IFILL URNDOW BYPASS BYPASS WINDOW NORT COVERED ENTRY If-4' CLG let FLOOR PLAN - REMODELDA PLUMBINe NOTE: - ALL PLUMBING= FIXTURES TO BE LOCATED IN EXISTINGs LOCATIONS 0-0 Imo_ r1. f 11 `- DININ ll'-If I a m \ JAMES C. GENERAL NOTES: ' r _ - NOTE, NOT "I • - n • D � FI,. � , PAINE, JR. L ALL UIORK BULL COMPLY WITH 20R FLORIDA FESIDENTAL BUILDING COME AS ADOPTED BY THE LOCAL COUNTY AND AS APPLICABLE TO THE AREA IN MMON THE BUILDING IS TO BE CCHSTRUCTED IWIH ALL APPLICABLE AhEHDMENTS. ARCHITECT 2 I10N TO CDROM REPORT ANY D10CTEPANGIES TObENGINEER MITTINISi R'"ITIONS IN THE FIELD MLA CIELT FIRM LIC. #0009524 PRIOR TO ANY WIORC FOR RENSION AS REQUIRED. ENGINEER TARES NO RESPONSIBILITY OR tUB-CQAWCTOR9 (= FaM OWING DISCREPANCIES PRIOR TO � 2831 A EXCHANGE CT. 'f SCGNNTRACTORH WEST PALM BEACH (BEE Race( Faermnr. 4 aN Fr1R FLORIDA 33409 ( " ) TIFF AR CL+ID[TICIdIY• A`N � � �niTI � N.'REB) ( 561) 3464685 "'EDR 'N�`e)T FAX (561) 686-5862 3. EXTERIOR IWALLS TO BE NOMR141. 11 MASGNRY CONSTRUCTION w r12' P.T. RRd�Y STRIPS AT MA)C 16oa FOR OU CtONSTFeICTION 4. EXTERIOR WOOD WALLS TO BE NOMINAL 2x6 OR 2xe P.T. WOOD FRAMNG AT 16" OC. S.INTERIOR (NON -LOAD BEARIN* WALLS TO BE 3W x 25 GA FETAL STUDS AT I6" OZ. UNLESS NOTED OTHER IM 6. ALL WOOD FRAMING IN CONTACT MM CONCRETE SMALL BE SEPARATED WITH A MIL 15n N"iTtx�PA �cecxOiM.tmA�raloxU'rNn FELT OR BE PRESSURE TREATED UOOD (P.T!aucnmv x'mxxn xo -0 .p ALL CBS WALLS TO RECEIVE APPROVED R-42 (MIL) INSULATION (F' ADE R-5 IF UNDER ALL SF. ADDITION). WOOD WALLS TO AND aT�nv wx y - RECEIVE R41 (UMINU) BATT INSULATION ALL ATTIC SPACES TO RECEIVE R-30 (MIL) BATT NWLATION FOR ALL CONDITIONED SPACES. 1a alrxauct an - CONTRACTOR TO VERIFY WITH EWRST CODE CALCS. e - W DOWS TO BE ALUMIAII FRAME PaT. (UNLESS NOTED OTHERWISE) WTH TINTED GLASS rrrvxrxrwn Unrnut. rtMentr. INSTALL PER MANUPAOTUUIWRS RECOV"ENDED INSTALLATION INSTRUCTIONS AND Al LOCAL CODES, 0 CAULK AND SEAL ALL WINDOU* AND DOOR OPENING6. SEAL JOINTS BEi11EEN Dtmvi LAR MATERIALS AS REQNE.D, IS. UET AREA WALLS (TUB AND SHOVER AREAS) TO NAVE VY MR DRTWALL OR EQUAL lI VI•a OARR AGE BOLTS SMALL BE USED IN LIEU OF NAILS WaRIPSO.f POST CAPS s BASES. 12. CONTRACTOR WALL PAMLIAR2E HIMSELF UM TVE GOVER IN' ERER'.aY CODE AND IF APPLICABLE, BUILD IN ACCORDANCE WITH A.I. PROvISIONS OF TAUS CODE B. THE CONTRACTOR SMALL BE TOTALLY RESPONSIBLE FOR ALL MANS AND METHODS OP Cif W TTE ENGINCONSTRIEER'S PERIODICVNStTe TO THE SITE SMALL NOT RELIEVE THE CONTRACTOR OF ANYFEBPQNSTBILRT AND ME/SHE ALONE SMALL BE HELD LIABLE VERIFY ALL EXISTING ARISING FA INJURY. ALL LmGAT THE FOR ANY ANDBIDDERS C THEMSELVES UITH M. ALL BDDER9 SMALL N T TFE SITE AND TO THEMSELVES EQUIPMENT RTl ) OR OPENINCxS TWO L6 RE3 O lS THE CONDITIONS FOR OF A BID WALL BE NC TWAT S O REQUFED, CR FOR II AND IES OF AS EVIDENCE THAT SWW AN HAS r \ ANB FOR TION B EXAMINATION HAS BEEN MADE LATER CLAMS FOR LABOR, ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD &UCBEEN H AN EXAMINATION BEMADE, WLL NOT BE ALLOWED. v IO ERING2 WINDOWS U B. ALL WOW TO BE IN COMPLETE UXJRCIY OVER IN PLACE, AND READY FOR USE. r� f-� r� 16. CONTRACTOR SHALL PR CMDE ENGINEER WITM SHOP DRAURNGS FOR ALL ITETI9 PADRICA THAT REOMFE TION. R. THE CONTRACTOR OR Q KER is REOPON615LE FOR THE ADEQUATE /-1 ✓ W ILL BRACIMS OF ALL STRUCTURAL AND NONSTRUCTURAL COMPONENTS DURV•. CONSTRUCTION. IS. ALL DEBRIS( TRASH TO BE REMOVED FROM JOB SITE AT OCNTRACTO¢S EXPENSE. /•5 11�R1 IS. CONTRACTOR TO BUBFUT PROWCT APPRJVAL9 FOR - WUAOWS, DOORS, ROOF MATERIAL, CCNG LINTELS, SMUTTERB, ETC. TO ENG LACER FOR APPfmvAL- JJ . GENERAL WALL LEGEND0 GENERAL EMSTM3 W CM WALL TO REYIAIN AS � � ;4 I FILL IUNDPW IS (NUO UIORO 3 W x 25 GAGE PETAL STUDS MTERIOR WALL AT 16. OC, o VJ" DRYWALL AT EACH SIDE, mms"sD AND PAINTED, COLOR BT DINER •O ="1 �'�„( /•� A, r- C'i F•-1 O O Cfty of Port -Saint Lucie Building Department Product Approval Submittal Affldavft. Pm O Bulldir a Add—: Careractor: Cpa.a SdndW.: S." Darse, Overhead Dose, Slldln9 Doore, Flied Giaee, Wlndome t Skyllgirie FL a er Mlemi-Dade Product Model 6 Ma r.A - Giaee Deeerlptian AttAdTa•ment H tU Type, Or- Spaeag 4 Evbedlnant BUIIdNg Daalgn Aeeeure Product Design Proeerae FL-6160A EXT. DOOR S>lee N Plaet Pro IMPACT 'tie X 2'A Wpaan 4' o<, eIn. Ird' eebe L .36U -473 •500/ - 500 6-07H06 WINDOW ^JN-700 PST IMPACT 'O e X 7'A' tapean 17• a<. nN. pG wrb.d. •37N - 6 Proms,^• Modei I Maruractura• Attacln•nwrt Me d Type. 9lTe Spaclrrg, Esbadmarn t 6llTfarf ere, Balltling Design Frmewe Product Design F'reeeure mill-, Roar Siderg $.rnt Ri lcane Pa `* lass then V epen Gauge or steel RArTirAne Panels 6'span Gauge or steel I have rwieuxd Un ebove camponente or eleddtrg and I Mve epproved Uketr we In -d e6uelva lrreee prod,ete provide atlOePate reefstanee to Un wtrd loads end raraea apeamed 63 wrest sods proaalorm. Nam.: c—l"Ole.re: eatlneauon NUM2v: Date: PROJ G SQUARE FOOTAC;E: NEW TOTAL LIMN' AREA 2JA3 SOFT. NEW COVERED ENTRY 230 6Q Fr. NEW GOVEfED PATIO 353 EXISTING TOTAL UNDER ROOF 2X— 6Q A. 0 BUILDING CNAPIER e4m DESIGN PARAMETERS: rzC. 29M RESIDENTIAL ASCE 7-lo BASIC WID SPEED 'BASIC WINDVELOCITY PRE RE:'321 PW - - IIND EXPOSURE CLA99RCATIQN D' RISK CATEGORY 2 OCCUPANCY USE/ TYPE: SINSLE FAMILY DUE.LINY - R3 DESIGN AS: L ENCLOSED MEAN ROOF HEIC*4 - a30 MAX. TOTAL R.IR LIVE LOAD - 30P6P TOTAL ROOF DEAD LOAD - n POF BOTTOM CHORD DEAD LOAD - 10 PW ?TIN. SOIL BEANW, PIE66lRE - 2500 FW CODES FOR REFERENCE 2ST( FLORIDA BUILDING CODE RESIDENTIAL 2017 FLORIDA MECHANICAL i PLUI' M CODE 2014 NPPA(NEW 2011 NFPA-n (ALL LOCAL AND STATE APIE OM NTS) H A w RECEIVED ��- "I "I'll I'll ST. Lucie County, permitting Cn rt7 W z w N p s fY B 4 001 O V N z R4 t- I 1) Cn <=� 00 W � A � w SHEET 391 4 OF 9 SHEETS