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HomeMy WebLinkAboutPlans PARKING SPACES 2r-0'xas-0'f-V' THE SO TINGSTRUCTURE �. uVINc aDDM, ''.EXISTING STRUCTURE ',UTIUTv\" URE THEADDMONAL STRUCTURE WILL BEA 2r-V 1� ENGINEERED TRUSSES W/ SHINGLE ROOF 13'-9" SITE TO VERIFY f' �ARi21N� �6'r}c� b :RHANG (TYP.) V OVERHANG I . 00 ml)WIND ARE FROM THISASTRUCTURE EXISTING MOBILE HOME VDATION/GROUND PARItIP1<< FAL.E o 'O'NG 6'-0" O.C. 2 X 6 EXTERIOR WALL i+I o E vwArL: )OWDCKN SPACING 4'-0" MAX 1'-0 15'-6" l3'-0' 24'-9" W■TB'FLOOD VENTS(OGSTING) IC O 1.500 PSF RO 4ITS) AT EXISTING STRUCTURE SING ACING rrrrnT }; ���•r�NCE A"�,� i r , —f0 r'x a ovFQ ------------ No _ ---_(HOST FLOOR ENE ----------------- :. (HOSTT STRUCTURE) TRUCTURE) ----------------- ... wv. s ------"----&FE-SO (NAw ee) I�--- ETasnNc avcE-4.0' 18'-0' I� 24—0" PROPOSED GARAGE EXISTING MANUFACTURED HOME';, FRONT ELEVATION MIN.3 t IL j1 iI�11� I�}I tj /1 'VENTED"Li ® ® I� a Y CU i' —— - wEl --------------- .� -_._- __- ..---- ----------- Iri1^� - B.F.E-0.0' (NAVD ee) Ill illl 00STINO GRAM-4.0' FLOOD SOLIITIO a EY pR POLIV. EACH VEN7 COVERS 10 �� MONOUMC SEAR BOTTOM OF OPENING REFERENCE FY..S4 NOT MORE THAN i FOOT ABOVE FWM GRADE 13'-9" 24'-9" SITE TO VERIFY PROPOSED GARAGE 48_p• 2E EXISTING MANUFACTURED HOME VULT 91DE-ELEVATION VAW- 001-J Tn MNSTRUCTION LOAD TRANSFER PARKING SPACES AFTER REVIEW Of THE HOST STRUCTURE,A JACOBSEN HOMES MANUFACTURED HONW4'41'X48''.D`W-'),THE EXISTING STRUCRIRE WILL RECEIVE ALL LOADS IMPOSE)BYTHE ADDITION BEING ATTACHED TO THESTRUCNRE THEADD(IIONA.L STRU=REWILLBEA24'8' - X 18'-0'GARAGE ` OORMER SHINGLERROOTFRUSSES W/ 13'-9" SITE TO VERIFY EXISTING SITE BEAM EXISTING 12" OVERHANG(TYP.) 1' OVERHANG EXISTING STRUCTURE _ ALL GRAVITY AND WIND LOADS ARE TRANSFERRED FROM THIS STRUCTURE LOAD TRANSFER LINE-�I THROUGH THE EXISTING MOBILE HOME -` =DL+LL+WL R r INTO THE FOUNDATION/GROUND FACTORY OUT ER PERIMETER BLOCKING 6'-0" O.C. 2 X 6 EXTERIOR WALL i'1? -FACTORY I-BEAM-r SIDEWALL TIEDOWH SPACING 4'-0" MAX B"x8"xt6' CELL BLOCK--- ' p(ISTING CONC. i i [GOOD CONDITION _ i GARAGE FOCiT�R-, j j -. . ,-C:16'FLOOD VENTS(E)OSTRO) ASSUMED MINIMUM SOIL PRESSURE O 1.500 PSF EXISTING STRUCTURE 1)12-MAX OVERHANG 2)2 X 6 SIDEWALL WITH STUDS O 16"O.C. MAX SPACING,SOL BOTTOM PLATE, AND OBL TOP PLATE. 3)FRAME PIERS - SGL DRY STACK PIERS(CONCRETE MASONRY UNITS)AT 7'-0'Q.C.MAX SPACING, C 4)SIDEWALL TIEDOWN ANCHORS- 4'-O" D.C. MAX SPACING GX � 5)EXISTING FACTORY INSTAUSO SITE BEAM _. ADDITIONAL REQUIREMENTS 1)FRAME PIER SPACING NOT TO EXCEED A MAXIMUM OF 7'-0-USING SGL DRY STACK CMU PIERS 2) SIDEWALL PIER SPACING NOT TO EXCEED A MAXIMUM OF 6'-D' USING SGL DRY STACK CMU PIERS. 3)SIDEWALL TIEDOWN ANCHORS NOT TO EXCEED 4'-0'Q.C.MAX SPACING t sy'i�y CROSS SECTION FIBERGLASS SH�NGL`S UJ_CUSS A FIRE RATING. U.L F WIND RESISTANCE INSTALLED PER AFTER REVIEW OF THE HOST STRUCTURE,AJACOBSENHOMESMAI MANUFACTURER'S INSiRUCnONS. (REFERENCE S6 FOR SHINGLE DETAILS) WILLRECEIVEALLLOAOS IMPOSED BY THE ADDITION BEING ATTACI X 1814 GARAGE 2 LAYERS OF 15#FELT OR EQUIVALEN 7 16' YIN.ROOF SHEATHIN - WOOD SHEATHING SHALL BE FASTENED TO ROOF FRAYING WITH 60 RING-SHANK MAILS ENGINEERED TRUSSES-SEALED BY A PROFESSIONAL ENGINEER 6 INCHES ON CENTER AT EDGES AND 24'O.C.MAX SPACING 6 INCHES ON CENTER AT INTERMEDIATE FRAYING. 3/12 ROOF PITCH(PROVIDED BY OTHERS) - DRIP EDGE GARAGE OPENING HEADER CONS 2X FASCIA BOARD-­,,,",, j (MATCH HOME) 3�2XJq TRUSS;0 TOP PLATE CONNECTION / SIYPSONS H10A OR EQUIV. '1, 12'OVERHANG DBL 2 X 6 TOP PLATE EAVE VENTING STUD TO TOP PLATE CONNECTION SIMPSON H2.5 STRAP OR EQUIVALENT DBL 2 X 6(FLAT)HEADER-MAX.OPG 3'-4"(1 JACK/1 FULL HT. STUD PER SIDE) AN. 1/2'P.T.PLYWOOD WITH APPROVED NTUSE WRAP.VINYL SIDING EXT. HE�p 'INSTALLED PER MANUFACTURER'S INSTRUCTIONS = THE HAIUNG PATTERN FOR THE PLYWOOD SHALL BE 0 W EAp�4A EVERY 3'OM THE EDGE OF THE PLYWOOD AND EVERY _1 = 6'IN THE FIELD USING,60 MARS. WALL HEIGHTS M OVER 6'REQUIRE INTERMEDIATE BLOCKING AND SHALL ^Q BE UTILIZED. m #2XCONS�TRUCTIO 'N GRADE SPRUCE `2 4 2 X 6 P.T. BOTTOM RATE TO SLAB USING FASTEN USING 160 NAILS OR EQUAL 1/2"OIA x 3-V2"WEDGE ANCHORS W/(1)2"x 2 THICK WASHER 03'-O'OC(3-1/2"EMBEDDED) ILL (ANCHOR REQUIRED ON EACH SIDE OF OHD OPENING) STUD TO BOTTOM PLATE CONNECTION SIMPSON H2.5 STRAP OR EQUIVALENT FOR FLOOD ZONES,HYDROSTATIC=VI 4"CONC.SLAB(3000 P.SL)W/FIBER MESH WATER TO FREELY ENTER AND.EXIT ON 6 WILL VISQUEEN VAPOR BARRIER VENTS MUST PROVIDE 1 SG.INCH..O fp ` OVER CLEAN SAND FILL MACHINE TAMPED STRUCTURE SPACE VENTS MUST R (COMPACTED TO BSX OENSITT PER ASTM D-1657) FINISHED GRADE FOR ENGINEERED W/TERMITE TREATED INSTRUCTIONS FOR QUANTITY AND 1 BASE FLOOD ELEVATION BOTH STRU 16'x B"MONOLITHIC SLAB—":K— � BE CONSTRUCTED OF'FLOOO RES1S W/(2){S CONTINUOUS F•-B ALL LUMBER AND SHEATHINGS TO E (REFERENCE PGS4) BETTER FASTENED WITH CORROSION FOUNDATIONS TO BE PLACED ON UNDISTURBED SOUL OR FILL THAT HAS REEN COMPACTED TO 2599 MAXIMUM DENSITY PER ASTM 0-1557 ALL FASTENERS IN CONTACT WITH P.T. LUMBER TO BE` 'OUNDATION PLAN ` LIVING Roots \ .EXISTING STRUCTURE',.unuT"... *� '.� NO WINDOWS/DOOR IN GARAGE AREA _ 13'-9' :I I 4'THICKENED EDGE CO• SITE TO VERIFY I I DETAIL"A" WITHMIN3AIUMG000P&0 PITCH SLAB I BARRIER,COT ONOREWITH ie QpR�� B MIL VISO IR�IV VAPOR GARAGE I OVER:COMPACTWSAWL 6 I I c PER ASTM P168T,1?VEAId. WALL CONSTRUCTION \ NOTES 1.EXTERIOR RECEPTACLE OUTLETS SHALL BE LIVING ROOM EXISTING STRUCTURE OR PROTECTED AM INSTALLED W/COVERS g I5 m NO NINDOQIS/DOOR IN GARAGE AREA APPROVED FOR OUTDOOR INSTALLATION. {i g A ALL APPROVED AND IN OOUPOALLED PER MUST A U.L F 8Qa8 5 GARAGES SHALL BE SEPARATED FROM THE RESIDENCE APPROVED AND INSTALLED PER USIDIG AND j�� � N O AND ITS ATTIC BY NOT LESS THAN 1/2 GYPSUM BOARD MANUFACTURERS INSTALLATION DISmanoNs ° _ m 13- -----APPLIED TO THEE GARAGE WALL CONSTRUCTION DETAILS PG S3 3.ALL tMRWG IS NM-CABLE UNLESS S 07H(RLMW B eg 6 p 3 SiTE TO FY 4 yy c ( W SEaR✓E ADDRION WAIL.TO NOTED. FY{ it g µ,1 �O SH r x STRUCTURE tAr AND WASHER 4.ADDITIONAL REC PTS AND 110 V. lift f i F. IN �V�AT� FmnIRES MAY BE ADDED OR DELETE AS LONGINTO 7 o S'�11,.� o �FROM EACH�DID THEY ARE INSTALLED INCOMPLIANCE%M fill LIDABIDIS Him. O 1"- I i Alm 24'D.a RITERU MN THE NEC. 0 0 u I a�I� m a i T $ VP ALL ELECTRIC TO BE ABOVE B F.E.L r ,�tN111 CARBON In REQUIREMENT v1 Jz I• -----------� 1 1 OUANUTT MAY vARY A CARBON MOtlO)QUE ALALBA lRlSi BE INSTALLED WITHIN 10 FF£f LEADER I 1 OF EACH R004 USED FOR SLEEPING PURPOSES. A BATTERY POTTERED otL 2 x s(DATJI I CARBON UONO)DDE ALARM IS ACCEPTABLE A t FULL.uOc S n//=C 1 1 I 1 A O I 1 I 3seo ;,1 2X4W �108-L--r, � Fl OOD VENTS(4 REOIn M FS-1OR EGUIV. 23-t)Y x 59-t� .3 3-.3 15-6p110SOFTOOFACf IINDOW( BOTTOM E HANOPEI G MCI r NOT MORE THAN 1 FOOT ABOVE r ILL r 24'-9' FINISH(g3ME. v ROOF CONSTRUCTION WOOD SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS pIIp�g w 1O 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE FRAMING. VP td?`N srav /�mrim '�ib' T Y� t: Rff16AMEM 710 AWW r oEu vMas \ EXISTING SIRK FI: \ +aff1 kAf1D IMWA N DO ' STMITA$ifs OR COa6E REVISED. 06-09-2017 6' OVERHANG - MAX AT CORNER SITE TO ARFIF I ------------, j I I 1 THREE TAB SQUARE BUTT STRIP SMNGLES I CLOSED VALLEY a _ 1 MIs 1 MN.3/12 ROOF. i TOM.3/12 ROOF SLOPE eo I ~ 1 ------------- 1TRUSS TO WALL NECTIONS` - R ~O m I I ¢I I 1 SIMPSOWS H10A CONNECTOR ..09 u am €0w I I is sm"gin TheoseNplans end specfiraUDns c Q . ♦ I I 201m4 FBGResid�ce�dal LSth Edutn) n p�yg/anm�r. -_----- ---L_----_---- VOLT�U.Tu1ATEIESIGNWINOSPEED=1TDhiPH ---- 6" OVERHANG (MAX) (R MfA'TRDORYNBUILDING) 3•-0 8'-9� f3._p. AT THIS CORNER 1H9-10d10d X 1�112 FFASIENQLS-TOP PLA7E V^5°=CAIERG DESIGN wINO SPEED=lazewl cwmcmcrm (URERGORI'D BU0DPIG) (TABLE 16D911) 4._9. Oaaopd mum) 318 S.Stack Ste.100 s•"Ofib"•A°s"� Lake Wales,FE 33053 GARAGE ROOF TO BE ENGINEERED TRUSSES OtIlm'ew sa9 sDao e� 0.. AL TRUSSES TO BE 24'O.C. MAX SPACING Fex:/.ass2llda NO - CONTRACTOR SHALL 13E RESPONSIBLE FOR VERIFYING AL DIMENSIONS AND CONDITIONS PRIOR TO(X)NSTRl1CT10N © «