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ALL WORK SHALL COMPLY WITH PREVAILING CODES STANDARD BUILDING, PLUMBING, MECHANICAL, NEC. AND ALUMINUM. ALL OF THE PRODUCTS SPECIFIED ON THIS DRAWING OR ANY OTHER PAGE IN THIS PLAN MAY BE REPLACED WITH THOSE OF GREATER OR EQUAL VALUES. STILES RESIDENCE As ZEPHYRHILLS FLA PASCO COUNTY STANDARD GABLE ENDS WITH 12 " OVERHANGS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 1 1 ------------------------ ------------------------- -- - - - r - - - - I STEP -DOWN FLOOR 4" MIN 1 , , I IO DENOTES FILLED CELL - - --------------------------- 1 1 ' 1 1 1 1 ; 1 1 I 1 ; 4" 12500 PSI CONCRETE SLAB WITH tL 6X6 10/10 WIRE MESH LAPPED 12" AND TIED 4' OC. A 6 MIL. VISQUEEN VAPOR BARRIER IS TO BE Lip U6' :' AND TAPED OVER A CLEANN LTREATE AND COMPACTED FILL WITH A VALUE OF 2000 PSI. (FIBERMESH OPTIONAL) ' 1 , S VVV 1 I ` I i 1 1 I I 1 1 THE PLUMBING CONTRACTOR IS TO LAYOUT THE PLUMBING FIXTURES -- USING THE FLOOR PLAN. 1 I 1 1 I I 1 1 I � 1 I 1 1 •� ` 1 1 ` I I�� 1 1 I 1 1 1 1-- 1----- --- ----- - - - - -- ' I I I I 1 t0 I ------------- ----- - - - --- -- STEP -DOWN FLOOR 4" MIN 1 I 1 � 1 1 STEP -DOWN I � FLOOR 4" MIN ; p , 1 i I , ENTRY r --- - - - - -- -- ; THICKENED EDGE ; 1 I I 1 1 I I I I I 1 I __ _______ ___ _____________ ___________ ____ _ - -- ----------------------------------- 10 -2 1!4 10 -4 5/8 , ' -- - - - - - - - - - - - - - - - - - - - - - - , 1 1 1 1 1 ----------- --- - - - - -- - -------- - - - - - - - � ; I 20' -6 718" 1 1 , 1 1 1 1 1 1 I 1 1 I 1 I I 1 1 1 1 1 I 1 I � � o I 1 I I I I 1 I � I I I I I I 1 I I I I I 1 1 1 1 I 1 I 1 I I 1 I FOUNDATION PLAN _____________ ____________ ____________ ______ 14 I I I , i ' 1 I , , I � 1 , , I 1 1 1 1 1 1 1 I I I I 1 1 1 1 I 1 1 1 1 I 1 1 1 I I I I I 6/12 EXT PITCH 1 1 1 I I I I I 1 � I , I 1 I 1 1 1 , , , , , , 1 I 1 I 1 , , I I 1 1 1 I 1 1 I I I I , 1 1 1 1 1 1 I I I 1 1 I I I 1 I 1 1 I 1 1 1 1 I I � I 1 1 1 I 1 1 � I ; 1 1 1 1 ; 1 1 I I I 1 1 1 I I I I I 1 1 1 1 1 COA6^TRUSSESWITF ANFADDTIONA I I I 1 ; 1 1 75# PLF ON THE BOTTOM CHORD FOR SOME TYPE QF ATTIC STORAGE ; ; I 1 1 1 1 1 � I I ; I I 1 1 1 1 I 1 � � � 1 1 1 1 t � I 1 � 1 1 1 � � 1 1 I 1 1 � 1 1 1 I 1 � 1 1 1 � I 1 1 I 1 I 1 1 � 1 ' I ' � t- -\ --------- - - - --- r I - - - - --- r - 1 ' I I I 1 ; ,' ♦, I ♦♦ 1 a 1 a 1 I I 1 1 I I � � W 1 uJ 1 1 1 , 1 • ♦ S - - - - -- - - - -- - - -- 1 �'� ♦�♦ i 140° ' , 1 , � ♦ 1 I I 1 I - - - - - - - - - - - - - - - - - - - - - - - - - F_ ' STANDARD GABLE ENDS WITH 12 "OVERHANGS -- ------ ROOF FRAMING PLAN #30 ROOFING FELT USE SIMPSON META 16 EMBEDDED TRUSS ANCHORS ON ALL TRUSSES. ANCHORS SHOULD BE EMBEDDED A MIN. OF 4" INTO POURED CONCRETE LINTLE AND ATTACHED TO THE HEELS OF THE PRE ENG TRUSSES WITH 11 -10d X1.5" NAILS FOR A MAX UPLIFT OF 1365# SEE THE DETAIL SHEETS FOR ADDED INFORMATION FIBERGLASS SHINGLES EXT. PITCH ON ELEVATIONS 1/2" CDX PLYWOOD OR OSB NAILED W /81) COMMONS 6 "'OC EXCEPT AS NOTED IN DETAI FASTENERS PRE ENG. TRUSSES 24'0 C MAX SPACING 110 MPH WIND LOADING R -30 INSULATION ALUM. DRIP EAVE 2X SUB - FASCIA VINYL SOFFIT AND FASCIA PRECAST LINTEL AND LINTEL BLOCK WITH (1) #5 REBAR CONT. OF HOUSE 1 SINGLE HUNG WINDOWS I SEE DETAIL SHEETS PRECAST SILL 8 "X16" CONCRETE BLOCKS STUCCO FINISH EXISTING GRADE 8" X 16" CONT. CONCRETE FOOTER WITH (2) d5 REBARS ON ROD CHAIRS BENT AND TIED A MIN. LAP OF 25" UPRIGHTS BENT AND TIED A MIN. LAP OF 25 ". 8' O.C. MAXIMUM SPACING AND BESIDE EACH OPENING. ( FIBERMESH OPTIONAL) I I I I 1 1 1 I 1 1 1 1 ROOF TRUSSES ;---------------------------- il II DBL OP PLAT I COVER KNEEWALL WITH 1/2" CDX OR OSB NAILED WITH 8d COMMONS 3" OC TOP AND BOTTOM EDGES 6" OC SIDE EDGES PT BOTTOM PLATE 12 " INTERIOR E__ _ _ ____ ____________ _ ____ SIMPSON HETA16 EMBEDDED TRUSS ANCHORS 48 "OC MAX KNEEWALL DETAILS EXTERIOR BLOCK WALLS SCALE: 1/4" = V -0" DRAWN BY R S HANLEY 7/14/02 I HEREBY CERTIFY THAT THESE PLANS AND SPECS ARE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001 FOR 110 MPH (3 SECOND GUST) WIND ZONE. 1/2" CEILING DRYWALL 1/2" DRYWALL OVER 3/4" RIGID INSULATION AND 1X2 FURRING STRIPS PAGE 3 i- ac L7 w 2 z J w U 0 0 4" / 2500 PSI CONCRETE SLAB WITH 6X6 10/10 WIRE MESH LAPPED 12" AND TIED 4' OC. A 6 MIL. VISQUEEN VAPOR BARRIER IS TO BE LAPPED 6" AND TAPED OVER A CLEAN TREATED AND COMPACTED FILL WITH A MIN. VALUE OF 2000 PSI.