Laserfiche WebLink
REAR ELEVATION 1/41I = 11 01I <br />son <br />MEN <br />FRONT ELEVATION 1/411 - 11 O" <br />60 LF VENT A RIDGE <br />' 1 <br />I I <br />� <br />LEFT ELEVATION 1/4 11 = 1' O I I <br />RIGHT ELEVATION 1/4" = 1' 01 <br />I <br />PRODUCT CATEGORY <br />APPROVED PRODUCT LIST <br />SUB CATEGORY MANUFACTURER <br />STATE APPROVAL FL0 <br />STRUCTURAL COMPONET <br />LCE4 <br />SIMPSON <br />FL 10446 <br />STRUCTURAL COMPONET <br />ACE, 45U66 <br />SIMPSON <br />FL 10660 <br />STRUCTURAL COMPONET <br />H10 <br />SIMPSON <br />FL 1045E <br />ROOFING <br />ASPHALT <br />GAF SINGLES ALL <br />FL 10124.1 <br />ROOFING <br />UNDERLAYMENT <br />GAF <br />FL 10626.1 <br />SINGLE HUNG <br />WINDOWS <br />NON IMPACT <br />PLYGEM 1500 <br />FL 16103.1 <br />SOFFIT t FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 120113.1 <br />WALL SIDING <br />EXTERIOR <br />HARDI BOARD <br />FL 131132.1 <br />LAP SIDING <br />EXTERIOR DOORS <br />SINGLE SWINGING <br />PLAST PRO <br />FL 15221.1 <br />EXTERIOR DOORS <br />SINGLE SWINGING <br />PLAST PRO <br />FL 15221,E <br />EXTERIOR DOORS <br />GARAGE'B'2" TO 161" <br />CLOPAY <br />FL 5684.3 <br />WALL HEIGHT - <br />TOP OF OPENINGS <br />FINISH FLOOR - <br />30' 8" <br />6X6 PT POST <br />TRIPLE 2XIO 02 PINE SEAM <br />HARDI WRAPPED <br />WITH ONE LAYER 1/2" PLY <br />WOOD FILLERS <br />HOSE <br />IIB <br />o <br />ll1 <br />------------------------- <br />REAR PORCH <br />+ 33.10 <br />PORCH SLAB 4" BELOW 44.00 <br />I 2 O 34.50 HOUSE FINISH FLOOR <br />I I - 45.60 <br />I <br />I <br />SH EGRESS <br />I <br />14' ro 7L <br />13' <br />811 <br />L <br />1/2" 4301 ALL THREAD ROD LOCATIONS WITH 5/8"XY' <br />EX-PANSION (1/2"BOLT SITE) AT SLAB. USE 1/2" COUPLING <br />NUT TO SECURE ROD TO BOLT , OR DRILL 4" HOLE IN <br />SLAB AND USE SIMPSON STRUCTURAL ADHESIVE OR A <br />EQUAL EPDXY TO SECURE ROD IN HOLE, ROD TO <br />EXTEND THROUGH TOP PLATE WITH 1/2"X2"X2" SQUARE <br />WASHER AND NUT AT TOP. PLACE RODS AT EACH SIDE <br />OF OPENINGS, CORNERS AND SPACED MAXIMUM &'0" <br />OC <br />+ 33.10 <br />44.00 <br />0 <br />N <br />MASTER BED <br />m <br />2' 811 <br />�', o <br />O <br />0 <br />9' 111 � 51 511 <br />MASTER LQ <br />BATI-I <br />BATH <br />2'8'1 21roll <br />I I = <br />I I N <br />I I <br />I � I <br />I � I <br />I I <br />I PANTRY <br />L- - - - - - - - J <br />2X6 WALL <br />O SHELVES <br />WATER <br />HEATER DRYER WASHER <br />X <br />, <br />0 <br />ATTIC STAIRS <br />m <br />o <br />O <br />LL <br />AIR HANDLER INSTALLED IN <br />W <br />ATTIC AREA MUST COMPLY <br />WITH FBC 2011 MECHANICAL <br />Q <br />CODE 6TH ADDITION <br />4 <br />w <br />II II <br />IL L J <br />= <br />GARAGE <br />GARAGE SLAB 4" BELOW <br />HOUSE FINISH FLOOR <br />+ 34.50 <br />45.60 <br />25 SH EGF <br />12' 6" <br />BED "2 <br />= I <br />81 2' 81 <br />cz <br />BED *3 <br />0 <br />----- -0-- �- <br />O <br />REFRIG <br />RANGE L- <br />KITC:HEN O <br />O O O N <br />n <br />DISH WASH i <br />1 <br />.-----+ HOSE <br />BIB <br />1 ' I A <br />I 1 � <br />OKY <br />00 ' <br />,y� w� 1 <br />W Q LL <br />V <br />N <br />N p m w <br />J 2 � <br />� 3 3 <br />r- - - - - - - - - - - - <br />I I <br />I I <br />I I <br />I(o' 2" <br />I I <br />I I <br />LIVINGS RM I <br />I 9'0" TRAY CLG I <br />I I <br />I N I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />I I <br />2' 0" TYP <br />L- - - - - - - - - - - - - - - - J <br />1 3'O11X61811 • • <br />'II 25 SH 25 SH <br />sly 33.10 <br />2' 8 11 k <br />�i I i <br />- 44.00 + 33.00 <br />FRONT FORCH o <br />PORCH SLAB 4" BELOW 6X6 PT POST I 1 <br />HOUSE FINISH FLOOR HARDI WRAPPED------------- <br />1 <br />12'0"XII4 GARAGE DOOR I <br />• <br />+ 30.52 <br />1 4 u 31.69 <br />14' 811 _ I(o' O" <br />301 8" <br />FLOOR PLAN 1/411 = 11 O" <br />ALL EXTERIOR WALLS ACT AS SHEAR WALLS <br />N <br />111 311 TRIPLE 2XIO 02 PINE BEAM <br />WITH ONE LAYER 1/2" PLY <br />WOOD FILLERS <br />YVVKF% SHALL COMPLY WITH PR AG <br />CODES FLORIDA BUILDING CODE, <br />NATIONAL, ELECTRIC GODS, <br />AND THE ITT 0-F i!-IILLS <br />ORDINANCES <br />REVIEVI,' ,DA i OCT f I <br />CITY or ,sr.;.)` 5� <br />PLAN EoI.4�I <br />ARKAY ENGINEERING INC. <br />STRUCTURAL ENGINEERS <br />RICHARD L, KI/ENrL'�t`i!EiIR <br />PFLORIDA LICEN 3129E <br />I HERBY CERTIFY THAT THESE PLANS AND SF'EC!FICATIONS <br />WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION <br />ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 160E OF THE <br />FLORIDA BUILDING CODE 2011 6TH EDITION AND ASCE 1-10 <br />FOR 139 MPH WIND ZONE RISK CATEGORY II AND THE ENTIRE <br />2011 BUILDING CODE RESIDENTIAL 6TH EDITION <br />m <br />N <br />m <br />m <br />O <br />O O <br />J N <br />L <br />co <br />H U") <br />N <br />U M <br />Z W <br />U_' 0 cf) 0 U_ <br />W <br />0 c ti <br />CD <br />Z 0- N <br />j m N <br />�00� <br />m O N <br />Ln <br />>- cM <br />2 U_ <br />W <br />W <br />O <br />CV <br />00 <br />m <br />rr <br />�\QN <br />aiWm <br />m <br />cq\DoQ) <br />cq 0 <br />z1L <br />— <br />X N J <br />1L t m <br />Z Q��i* <br />0 <br />93 <br />4-lL <br />.at <br />to 0 <br />Z <br />Q) <br />z <br />JU <br />Cl <br />U <br />In e� <br />Y <br />3dJ`a� <br />W \4LL—I <br />u!�0, <br />Q� <br />3 <br />1 <br />i <br />3 <br />CA <br />a <br />Q <br />m <br />o <br />LIVING <br />1382 <br />GARAGE <br />310 <br />FRONT <br />FORCH <br />80 <br />REAR <br />FORCH <br />12 <br />TOTAL 1904 <br />FG <br />1 OF 4 <br />ARIGAY 17791 <br />