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REAR ELE 1/4 = 1 0 <br />RIGN'r ELEVATION 114 = 1 0 <br />11 <br />- -- - - - - - - - - - - - - - - - - - - - - - m - - - - -- - - - - - - - <br />EXISTING EXISTING <br />M,45TER BED DINING ROOM <br />REMOVE EXISTING SLIDING GLASS <br />DOOR FROM OPENING AND INSTALL <br />NEW 6'0' FRENCH DOOR UNIT <br />TOP OF WOOD BEAM B' 4' e <br />ALUMINUM SCREEN CHANNEL <br />ATTACHED TO POST AND <br />FRAMING 4X4 P.T. POST <br />I � <br />III I <br />w <br />NEW <br />SCREEN ROOM <br />PORCH F. A 53U t NE O' O' <br />I ; i <br />DBL 2 X 12 •2 PINE BEAM <br />t 4X4 P.T, POST I WITH ONE LAYER 1/2" PLY <br />WOOD IN CENTER <br />I <br />— — — — — — — — — <br />24' TALL WOOD KNEE WALL <br />14' 0" <br />FLOOR PLAN 1/4" = 1' 0" <br />- -m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- — <br />RIGHT ELEVATION 1/4 = 1'0" <br />f�C�r�m Ll rr� �1'3e'ec��t <br />I; <br />.I <br />1' <br />I <br />�I <br />I• <br />.I <br />I� <br />�I <br />I� <br />I <br />II <br />, <br />I� <br />I <br />II <br />TYPICAL MONOLIT10C. SLAB AND I i <br />i <br />FOOTING APPROXIMATELY 4" BELOW <br />I� <br />EXISTING HOUSE FINISH FLOOR I <br />I� <br />I <br />I� <br />, <br />�I <br />FL 10852 <br />ROOFING <br />I� <br />.I <br />t� <br />�I <br />I� <br />,I <br />FL 11915,1 <br />ii <br />'rill <br />FL 12019.1 <br />WALL SIDING <br />EXTERIOR <br />NARDI BOARD <br />FL 13192.1 <br />L_ - <br />------------------------ <br />_ - _ _ _ _ _ - - _ - _ _ _ - _ J <br />AP SIDING <br />---------- <br />RIGN'r ELEVATION 114 = 1 0 <br />11 <br />- -- - - - - - - - - - - - - - - - - - - - - - m - - - - -- - - - - - - - <br />EXISTING EXISTING <br />M,45TER BED DINING ROOM <br />REMOVE EXISTING SLIDING GLASS <br />DOOR FROM OPENING AND INSTALL <br />NEW 6'0' FRENCH DOOR UNIT <br />TOP OF WOOD BEAM B' 4' e <br />ALUMINUM SCREEN CHANNEL <br />ATTACHED TO POST AND <br />FRAMING 4X4 P.T. POST <br />I � <br />III I <br />w <br />NEW <br />SCREEN ROOM <br />PORCH F. A 53U t NE O' O' <br />I ; i <br />DBL 2 X 12 •2 PINE BEAM <br />t 4X4 P.T, POST I WITH ONE LAYER 1/2" PLY <br />WOOD IN CENTER <br />I <br />— — — — — — — — — <br />24' TALL WOOD KNEE WALL <br />14' 0" <br />FLOOR PLAN 1/4" = 1' 0" <br />- -m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- — <br />RIGHT ELEVATION 1/4 = 1'0" <br />f�C�r�m Ll rr� �1'3e'ec��t <br />I; <br />.I <br />1' <br />I <br />�I <br />I• <br />.I <br />I� <br />�I <br />I� <br />I <br />II <br />, <br />I� <br />I <br />II <br />TYPICAL MONOLIT10C. SLAB AND I i <br />i <br />FOOTING APPROXIMATELY 4" BELOW <br />I� <br />EXISTING HOUSE FINISH FLOOR I <br />I� <br />I <br />I� <br />, <br />�I <br />FL 10852 <br />ROOFING <br />I� <br />.I <br />t� <br />�I <br />I� <br />,I <br />FL 11915,1 <br />SOFFIT 4 FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 12019.1 <br />WALL SIDING <br />EXTERIOR <br />NARDI BOARD <br />FL 13192.1 <br />L_ - <br />------------------------ <br />_ - _ _ _ _ _ - - _ - _ _ _ - _ J <br />14' 0" <br />FOUNDATION FLAN 1/4 2 1' O" <br />THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIA131LITY IN8URANCE AND THEREFORE <br />AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIM$, L08SE6 AND <br />EXPENSES (INCLUDING REA60NA15LE ATTORNEY FEES) AR16ING OUT OF OR RESULTING FROM THE <br />PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION <br />DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COOT OF <br />REPAIR$ OR DELAY TO THE CONSTRUCTION <br />O <br />2X4 BLOCKING ATTACH AT TOP CORD OF <br />GABLE END TRUSS AND THREE TRUSS BAYS <br />WITH (2) I&D NAILS AT EACH END 16" Or- <br />OF GABLE TRUSS <br />WITH SIMPSON <br />L5TAI2 STRAPS 12" CC <br />EXISTING HOUSE <br />PRODCUT CATEGORY <br />APPROvM PRODCUT LIST <br />SUB CATEGORY MANUFACTURER <br />STATE OF FL. <br />APPROVAL • <br />STRUCTURAL COMPONET <br />HIO <br />SIMPSON <br />FL 10456 <br />STRUCTURAL COMPONET <br />AC4 MAX <br />SIMPSON <br />FL 10868 <br />STRUCTURAL COMPONET <br />AEW44 <br />6IMP60N <br />FL 10649 <br />STRUCTURAL COMPONET <br />LSTAI2 <br />SIMPSON <br />FL 10852 <br />ROOFING <br />ASPHALT <br />GAF SINGLES ALL <br />FL 10124,1 <br />ROOFING <br />0 30 FELT <br />ATLAS ROOFING <br />FL 11915,1 <br />SOFFIT 4 FASCIA TRIM <br />SOFFIT AMERICAN CONSTRUCTION METALS <br />FL 12019.1 <br />WALL SIDING <br />EXTERIOR <br />NARDI BOARD <br />FL 13192.1 <br />AP SIDING <br />EXTERIOR DOORS <br />DOUBLE SWINGING <br />PLAST PRO <br />FL 6142.4 <br />THESE DRAWINGS ARE THE PROPERTY OF RYMAN CO`• .' ?TRUCTION OF FLORIDA, <br />INC. AND ANY USE OF SUCH DRAWINGS WITHOUT WRI'1 EN PERMISSION FROM <br />RYMAN CONSTRUCTION OF FLORIDA, INC. IS PROHIBI' ED. <br />O� <br />O <br />N <br />ALL WORK SHALL COMPLY WITH ALL <br />PREVAILING CODES, FLORIDA BUILDING <br />CODE, NATIONAL ELECTRIC CODE AND <br />CITY OFZEPHYRHILLS ORDINANCES <br />Rf - VIE� : VV DATE <br />:I TY 47 ` pI`IYr� {II_I <br />ARfKAY ENGINEERING INC, <br />6TR -'TU Al. ITN6iINEE.RS <br />i <br />R! :HA D L, iKIJDEY P,E. <br />FLGR"t>A LICENSE NUIMB:Ft 31296 <br />I HERBY CERTIFY THAT TL4r- -S= PLANS AND SPECIFICATIONS <br />WERE PREPARED DY ME OP UNDFr< MY DIRECT 6UFERV16ION <br />ARE IN COMPLIANCE W:TH C NAr -TKR 16, SECTION 1609 OF THE <br />FLORIDA BUILDING COt; E 2001 FOR 120 MPH (3 SECOND GUST) <br />WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 <br />FLORIDA BUILDING CODE RESIDENTIAL, AND 2009 6UPPLEMENTS <br />m <br />z u Z V1 fu <br />N <br />z N m <br />® <br />LU <br />o 0 <br />0 <br />19 N <br />V? Z N <br />z � � <br />>0 in <br />fu <br />m , <br />® <m <br />0 <br />Z w � <br />VI <br />u a <br />LL <br />N <br />L Lh i <br />IT <br />m <br />Z 2N <br />W ui m <br />j <br />(DLL <br />mp <br />r� <br />• <br />• <br />C <br />� N U <br />z Q) <br />a�a <br />uj <br />d <br />} <br />0 <br />Q <br />Z Q <br />F- <br />Q <br />0 <br />0 <br />_d) <br />r <br />o <br />� o <br />A Q d <br />Z �z� <br />0 � 4 <br />� A � <br />V/ <br />TOTAL AREA <br />FIG <br />1 OF: 2 <br />ARKAY <br />ROOF TRUSS FLAN 1/4 = 1 011 <br />