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Home My WebLink About39740 Meadowood Lpn REAR ELEVATION 1/411 = 11 011 12 I � 12" OH EXISTING HOUSE 1/0" STUCCO FINISH -- - - - -- ------------- - -- - -- -- - - - - - - - LEFT ELEVATION 1/411 _ 11 OII 12" OW /EXISTING HOUSE i 1/91" STUCCO FINISH ----------------- RIGHT ELEVATION 1/411 = 11 011 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF REPAIRS OR DELAY TO THE CONSTRUCTION --------------EXISTING -------------- LIVING ROOM I I FOUNDATION FLAN 1/411 = 11 011 — — — — — — — — — — — — — — — — — — — EXISTING 3" RECEIVER CHANNEL ATTACHED TO ROOF PANEL FLAN 1/411 _ 11 011 PRODCUT CATEGORY APPROVED PRODCUT LIST SUB CATEGORYAPPROVAL MANUFACTURER STATE V AL FL STRUCTURAL COMPONET LSTA20 SIMPSON FL 10852 ROOFING ROOF PANELS METALS U.S.A. FL I"nS.2 WINDOWS SINGLE HUING FLORIDA EXTRUDERS INC FL S262.1 MILESTONE WOW EXTERIOR DOORS SINGLE SWINGING PLAST PRO FL 4164.1 I• NO HEADER REQUIRED OVER OPENING ON THIS WALL, BALLOON FRAME WALL FROM SLAB TO BOTTOM OF ROOF PANELS SIMPSON LTT205 ANCHOR WITH 5/S"Xl" RED HEAD EXPANSION BOLT SECURE TO SLAB THROUGH BOTTOM PLATE. FILL NAIL HOLES TO STUDS WITH IODXI 1/2" NAILS EXISTING LIVING ROOM SECURE WOOD WALLS TO BLOCK WALL AT EACH OF THESE LOCATIONS WITH (4) 1/2"X4" REDHEAD EXPANSION BOLTS EQUALLY SPACED EXISTING DOOR NEW FAMILY ROOM 35 SH 4' S" 14' O" FLOOR FLAN 1/411 = I 011 ALL WALL$ ACT AS SHEAR WALLS 7 NO HEADER REQUIRED OVER OPENING ON THIS WALL, BALLOON FRAME WALL FROM SLAB TO BOTTOM OF F.00F PANELS THESE ADDITION CONSTRUCTION DRAWINGS WERE DESIGNED TO COMPLY WITH ALL OF THE LOADING REQUIREMENTS OF " SECTION S03 - STRUCTURAL" OF THE FLORIDA BUILDING CODE 2001 - EXISTING BUILDING AND 2009 SUPPLEMENTS EXISTING LIVING: ROOM I ELECTRICAL PLAN 1/411 = 11 011 ELECTRICAL LEGEND A.F.I. 110 V EXTERIOR DBL FLOOD SWITCH �-I� ARC FAULT (tb RECEPTACLE 110 V IIOV LIGHT CAN BE CEILING OR WALL (TYP) ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS BNALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN IOb" OF EACH ROOM USED FOR SLEEPING PURPOSES WHEN BUILDING WAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED GARAGE. GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C. 3 g -74 0 �kajoa� Rlivil5w CITY OF FLANS E I hI_4tvl-n I ALA. I . 1� 1 I� T� 1�s•.I:L0R1L�A UiLD��J LCTI.IC CGDL y of I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 200% SUPPLEMENTALB —C* t.L. HANSON P.E. LICENSE NO, 3S654 P.O. BOX 1128, DADE CITY, FL 33526 by 2 tR W. G ?�O NN.rI Z��M v � Q Q yz�o�H gjvN`�Z HQ Q IN W M an 1 w Z z� �� Zq 3 U oz o ziy- ~ 0j5 - N U 0 N QC z _ 0 o � LL 0 � A TOTAL AREA 140 $CE. FT, FIG 1 C')� 2 4 I GENERAL NOTES: THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2001 FLORIDA BUILDING CODE RESIDENTIAL AND 2009 SUPPLEMENTS T.L, I4ANSON 4 ASSOCIATES A REGISTERED LICENSED, FLORIDA PROFESSIONAL ENGINEERING COMPANYs HAS APPLIED " RATIONAL ANALYSIS" FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE THE BUILDING l INCLUDING ALL COMPONENTS AND CLADDINGS SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS FLOORS, LIVE LOADS - 40 P.B.F. DEAD LOADS - 10 P,S,F. GARAGE SLAB+ LIVE LOADS - 50 P.S,F. DEAD LOADS - 10 P,S,F, ROOPI LIVE LOADS (TRUSS TOP CORD) - 20 P.S.F. DEAD LOADS (TRUSS TOP CORD) - 10 P.S.F. 18 P.S.F. WHEN TILE ROOF INSTALLED DEAD LOAD (TRUSS BOTTOM CORD) - 10 P.S.F. ASSUMED TRUSS SELF WEIGHT ( DEAD LOAD) - 1 P,B,F. WIND DESIGN ASSUMPTIONSs WIND SPEED 120 MPH BUILDING EXPOSURE - B BUILDING IMPORTANCE FACTOR ■ 1.0 MEAN ROOF HEIGHT 30' OR LESS HEIGHT 4 EXPOSURE ADJUSTMENTS COEFFICIENT ■ 1,0 ENCLOSED BUILDING O t� �., " 4 INTERNAL PRESSURE COEFFICIENT ■ + / - 0,18 COMPONETS 4 CLADDING POP ROOF ■ 14.9/ WALL • 25,9/-34,1 OVERHANG • ,� STUCCO THICKNES: (ol OVER FRAME GABLE 1/8" STUCCO OVER FELT BACKED GALV LATH OVER MASONARY WALL 1/2" 2 COAT STUCCO GABLE ENDS WITH SIDING BACK WITH 015 FELT SOIL BEARING 4 COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2000 P.S.F,( MINIMUM ) THE CONTRACTOR/PROPERTY OWNER IS RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE 18 PROPERLY PREPARED AND COMPACTED SUCH THAT IT CAN SUPPORT A 2000 P.S.F. FOUNDATION LOADING T.L. HANSON 4 ASSOCIATES A REGISTERED LICENSED FLORIDA PROFESSIONAL ENGINEERING COMPANY: DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING T.L. HANSON 4 ASSOCIATES SHALL NOT BE RESPONSIBLE FOR THE SITE SOIL ABILITY TO SUPPORT THE BUILDING LOADS FOUNDATION 4 SLAB - ON- GRADE NOTES : BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS:, ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, SLAB $HALL BE PLACE OVER A 6 MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.F. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615, LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 115 REBAR , 3C" FOR 06 REBAR 4 35" FOR 01 REBAR PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING) THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASE UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ENGINEER WHEN MORE THAN 4 COURSE ARE REQUIRED A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRECTED FROM MARKER TO MARKER TO VERIFY REQUIRED SET BACKS MASONRY WALLS: CONCRETE MASONRY UNIT SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE MINIMUM F'M OF 1500 P.S.I. MORTAR SHALL CONFORM TO ASTMC -210 AND SHALL BE EITHER TYPE M OR $ REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTMA-615. LAP SPLICES WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 65 REBAR 30" FOR 06 REBAR AND 35" FOR 01 REBAR, GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT 8 TO 11 INCH SLUMP AND HAVE A MINI. IUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P.S,i, ( WHEN TESTED PER ASTM C-1019 ) PROVIDE CLEAN OUT OPENINGS ( 12 60, IN. ) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 POT IN HEIGHT SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BATING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A " CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE SHALL- STATE: (PER FBC R320.1) THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, THE TREATMENT IS INACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERS SERVICES IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION SECTION R320,1 THROUGH R320.1.6 DO NOT APPLY. A SIGNED FIvER EYAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION. MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE $LAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL l PER FBC R320.11) USE (U 6IMP60N LTT205 ANCHOR AT EACH SIDE OF ALL DOOR AND WINDOW OPENINGS. SECURE TO GLAD THROUGH DOTTOM PLATE USING (1) 518"Xi" (I/2" DOLT SIZE ) RED HEAD EXPANSION COLTS WITH A 1/2" X 2" SQUARE WASHER AND TIGHTEN DOWN TO &LAB. FILL ALL NAIL HOLES TO STUDS USING IODXI 1/2" NAILS I THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR CO&T OF REPAIRS OR DELAY TO THE CONSTRUCTION INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION BACKFILLING 4 COMPACTION ARE COMPLETE f PER FBC 320.1.2.) ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE- TREATED INCLUDING ANY BOX OR FORMED AREAS ( PER FBC R320,1,2) BOXED AREA IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE 4 DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT ( PER FBC R320,1,3) A MINIMUM 6 MILL VAPOR BARRIER MUST BE INSTALL TO PROTECT AGAINST RAINFALL DILUTION IF RAINFALL OCCUR$ BEFORE VAPOR BARRIER PLACEMENT, RE TREATMENT SHALL BE REQUIRED (PER FBC R320,1,4) ANY CONCRETE OVERPOUR , MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT, ( PER FBC R320,115) EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12" OF THE STRUCTURE SIDE WALLS (PER FBC R320.1.6) AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 18 COMPLETE ( INCLUDING LANDSCAPING AND IRRIGATION) ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RETREATED (PER FBC R32016) CONDENSATE AND ROOF DOWN SPOUTS DISCHARGE AT LEAST 12" AWAY FROM THE BUILDING A01M 4r;9 AdRRR&=Mft0V ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITH IN 12" OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES TUB TRAP BOXES, FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS PER (FBC R320,8,3.) THE DISTANCE FROM THE EXTERIOR WALL COVERING ( EXCEPTIONSs PAINT AND DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6" TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS (PER FBC R104) EXTERIOR WINDOWS 4 DOORS: ALL EXTERIOR WINDOWS 4 GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/162 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURE PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TEST OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURE ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED ELECTRICAL, PLUMBING, 4 MECHANICAL: IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODES ELECTRICAL PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTOR TO MAST ALL APPLICABLE CODES. THE ELECTRICAL, PLUMBING AND MECHANICAL SYSTEMS DRAWN HERON ARE BASE UPON A DESIGN PROVIDED BY THE OWNER TO ADDRESS HIS/HER REQUIREMENTS. ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "Gm" CIRCUIT ALL ELECTRICAL OUTLETS IN BEDROOMS 4 FIXTURES SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "API" CIRCUIT SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N,E,C. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO,26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE ( FBC 2004 R309.1.1.) SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING (1) GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMBLIES (2) GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET (3) GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEM& (2) AND (3) ABOVE, THAT MEETS ALL OF THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 50. FT. (B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING TIMBER MATERIALS: LUMBER UTILI'=7) IN BOTTOM PLATE, TOP PLATES ,POST, STUDS PACKS AND BEAMS SHALL BE 02 YELLOW PINE (OR BETTER) EXTERIOR AND INTERIOR LOAD BEARING STUDS SHALL BE 02 SPRUCE ( OR BETTER) ALL OTHER STUDS SHALL BE "STUD GRADE" SPRUCE SPACE 16" OC, ALL SPLICES AT TOP PLATE MUST BE MINIMUM 4'0" AND NAILED 4" OC WITH 12D COMMON NAILS EXTERIOR WALLS SHALL BE CONSTRUCTED WITH 1/2" PLYWOOD OR 1/16" O.S.B. ( 2-M-W RATING) NAILED WITH 8D NAILS SPACE AT 3" OC ALONG ALL HORIZONTAL JOINTS AND EDGES, 6" OC ALONG ALL VERTICAL JOINTS AND EDGES AND 12" OC ALONG ALL INTERMEDIATE STUDS AT OPENINGS 5'0" WIDE OR LARGER STRAP HEADER BEAM TO THE HEADER STUDS WITH (2) USP OR SIMPSON LSTA24 STRAP TIES AT EACH END OF HEADER BEAM, ANCHOR BOTTOM OF HEADER STUDS TO FOUNDATION WITH USP OR SIMPSON HTTI6 TENSION TIE. ANCHOR WOOD SHEAR WALLS SEGMENTS TO FOUNDATION WITH SIMPSON LTT2015 TENSION TIE AT EACH END OF WALL SEGMENTS AND AT ANY WALL SEGMENT INTERSECTION ( BUILDING CORNERS) ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH INS MUST BE COMPLETE, INSPECTED AND APPROVED PRIOR TO REQUESTING THE FRAMING INSPECTION. STRAP ALL HEADER& A& SHOWN WITH (2) SIMPSON L8TA20 OR EQUAL FLAT STRAPS AT EACH END, FILL NAIL HOLES WITH IODX 11/2" NAIL& WINDOW AND DOOR OPENINGS TO HAvE (U STUD BELOW HEADER ON OPENINGS LESS THAN 4'0" AND (2) STUDS ON OPENING LARGER, WITH DOUBLE JACK STUDS STUD WALL PER PLAN WALL/ HEADER DETAIL NOT TO SCALE Um 3" RECEIVER CHANNEL ATTACHED TO EXISTING ROOF FASCIA, ATTACH TO FASCIA WITH 1/2"X2" LAGS BOLTS 12" OC, ATTACH ROOF PANEL TO RECEIVER CHANNEL WITH 0IOX3/4" SDS SCREWS 4" OC AT TOP AND BOTTOM. CONTRACTOR TO VERIFY INTEGRITY OF EXISTING FASCIA 3" X 48" .024 ELITE ROOF PANELS 1/4"X(o" SDS SCREW WITH NEO WASHERS SPACED 8" OC INTO TOP PLATE OF WALL DBL 2X4 02 SPRUCE TOP PLATE DBL 2X6 02 PINE WITH 1/2" PLYWOOD IN CENTER OVER THIS OPENING ONLY 2X4 02 SPRUCE STUDS * Iro" OC R-11 FIBERGLASS INSULATION IN ALL EXTERIOR WALLS WITH 1/2" GYPSUM WALLBOARD ON INTERIOR SGL 2X4 P.T. 50TTOM PLATE 18"X12" MONO FOOTING WITH (2) "5 REBAR ON CHAIRS 3000 PSI CONCRETE ATTACH DOOR TO STUDS THROUGH WOOD DOOR JAMB PER YOUR MANUFACTURES INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION CAULK DOOR PER YOUR DOOR MANUFACTURE SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION I TYPICAL HEADER TYPICAL STUD WALL WOOD DOOR ATTACHMENT DETAIL NOT TO SCALE DBL 2X4 "2 SPRUCE HEADER 12 I � j SECURE WOOD WALLS TO BLOCK WALL AT EACH OF THESE LOCATIONS WITH (4) 1/2"X4" REDHEAD EXPANSION BOLTS EQUALLY SPACED EXISTING HOUSE 1/2"CDX PLYWOOD OR -1/16," OSB NAILED 3" OC ON ALL PLATES AND 6" OC ON STUDS TYVEK HOUSE WRAP GALV PAPER BACK WIRE LATH 1/8" STUCCO ONE LAYER 030 FELT O 4" 3000 PSI CONCRETE SLAB WITH F15ERMESH OVER CLEAN COMPACT TERMITE TREATED SOIL. COVER WITH 6 MILL VISQUEEN 11 OII / 11 1� 1/2"X6" REDHEAD EXPANSION BOLTS MAXIMUM 24" OC WITH BOTTOM OF FOOTING 2" SQUARE WASHERS MINIMUM 12" BELOW GRADE EXISTING SLAB AN CUT SECTION DETAIL NOT TO SCALE SLAB AND FOOTINGS L (2) 3/4"X6" HOLE IN EXISTING HOUSE IN1GS AND EPDXY THE (2) 5/8" REBAR 1 NEW FOOTINGS EXISTING TO NEW FOOTING DETAIL NOT TO SCALE ATTACH WINDOW TO STUDS THROUGH WINDOW FIN PER YOUR WINDOW MANUFACTURE INSTRUCTIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION CAULK WINDOW PER YOUR WINDOW MANUFACTURES SPECIFIC RECOMMENDATIONS TO MEET WIND LOAD AND COMPRESSION RATINGS FOR YOUR JOB LOCATION 1� EXTERIOR STUD WALL WOOD WINDOW ATTACHMENT DETAIL NOT TO SCALE I HEREBY CERTIFY THAT I HAVE REVIEWED THE ATTACHED DESIGNS AND FOUND IT TO BE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE FOR 120 MPH (3 SECOND GUST) WIND ZONE - 100 MPH FASTEST SPEED AND THE ENTIRE 2001 FLORIDA BUILDING CODE, RESIDENTIAL AND ALL 2009 BUPPL ENTALS y ] DOI L, HANSON P.E. LICENSE NO, 38684 P.O. BOX 1128, DADE CITY, FL 33526 I�by Z v 50 -4 g t6 Z�MMQ ymQ W try 14 3Jt�NQ Z W f- 0 O X 21 z zw st; a N Z z 9 ZA U U1 3: U zz o Z Z }— Q Z � VW - n N F- 0 O N_} � W QL lu � O z O u- (V! V O +- w (� TOTAL AREA 140 SQ, FT. PG 2Of: 2 - NAN YA PLASTICS CORP. PLASTPRO INC. 9 PEACH TREE HILL ROAD L IVINl3STON, NEW,IERSFY 07039 DISTINCTION SERIES GLAZED FIBERGLASS DOOR INSWING / OUTSWING rrNOWIMPACTrr GENERAL NOTES I . This product has been evaluated ono is in compliance wlrn the 2007 Florida Building Code (FBC) structural requmvincnts excludiny the "High Vebcily rtuiik une Tone' (HVHZ). 2 Product anchors sholl be as listed and spaced as shown _-1, details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wino borne debris protecfic this procucl is required to be protected with an Irrpoct resistant covering that complle, with Section 1609.1.2 of the 2007 FBC, .4. For 2x stud homing construction, anchoring of these units mall be -he some as that shown for 2x buck masonry , orittruction 5. Site Condit ons that deviate prom the details of this drawing; reoutre further engineering analysis by a Ilcensea engineer or registered architect. TABLE OF CONTENT, SHEET# DESCRIPTION I Ty icol ele,oticn, design pressures, 6 general acres 2 Door panel aetolis 3 Horizontd cross sacfions -Terdes 4 cross sections 5 Buck and frame onct__ng • 2X buck masonry cc struction 6 Rome onchnrin - I buck masonry consivocticr 7 Bil or motenot., g oz ng detail 8 components I LD 7 0 c x 0 37.50' MAX. OVERAII FRAMF WIDTH O 0 INSWING INSWING 37:50" x 82.00" 21.00" x 63.00' GI +50.0 -50.0 OUTSWING 37.50" x 80.W' 21.00" x 63.W' +60.0 -60.0 Irwa. en: AL c1n r. A Y U u IL TYD. HEAD a TYF. HEAD � p 1: d AI•AB JAMBS i MASONRY J' SEE NOTE i MASONRY OPENING SEE NG z i � $ �{ FRAME -� z o Rix 2X BUCK U 2X BUCK (� o in v a. BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB z Masonry 2X buck construction in NOTES: 28 J 1. I/4" Elco concrete screws anchoring 2x buck require a r,aini,nnum I" clearance to masonry edges, 0 1-1/4"minM imum �� TJ embedment and a minimum 4' clearance to adjacent :oncrete screws. Substitution of equal concrete screws from a , iD different supplier may have different edge distance anc center distance requirements. Concrete screw locations of tho corners may be adjusted to maintain the minimum edgre distance to mortar Joints. If concrete screw locations noted as ��' o "MAX. ON CENTER" must be adjusted to maintain the mirdmum edge distance to mortar Joints, oddltlonal concrete M DAM D 2 08 i screws may, be requires to ensure the maximum on ceroar dimension is not exceeded. Iukx: N.T.S. 9 27 win BY. AL n anc. an LFS ss a LATCH B DEADBOLT DETAIL HINGE DETAIL e w I i i Wood TODDnD Srr.a oGtPner I f1 (e Q Tablas 700o a teW ead..2aoD k:anmmry Gmmodi4. W 1dIA t h I b GnYHlaa 14 M..d a II9 ly.w.01 78 is 4 laehna"� D'•'I WIdp1 191 / GnuMIM oe Ileac a Ili. piano 25 L2 4 2 18 1/p 4 MM.Ilaron Ow . 29 to 1 no 2 2S 112 q no 2 4 no 29112 4 no,__ 2 521;8 4 i 47 4 vM 1 Y°a 1 621re 4 w 1 Ilaleht E{ Lt Ya4 1 25 L3 Eb InwaBaden owe. t v7 Na a ve 21 ve 37re Height L7 L2 L3 Eb Inwn.don ttvre. 37 3/8 U2 Na 17i/e 7J in 3716 7 25 2 Na 141/2 20 to 49 5/e tin Na 2 37 3/e 2 4 to 2 26 3/8 45 j•1 3 7l8 2 Na 23 1n 73 4 1/2 2 55 1k v2 Na % td 51 No 3 7M 49 5/e 2 Ne 25 t/7 45 e2 ttn 73re 7 55 9N z N, 11n 2 7t'.db Q8 hre 97re 1 -' 291/7 67 q tp 71rz 18378 11 yB 871re 37/8 82 2 7 32 t8 v2 571/7 11n 1 tf3 t trz 28 we 53 5/8 78 i/e 1 7i 7 20 11 in 88 i12 a 1n 3 7/e 1 B3 1 2 78 in 41rz 1 Moduilr 53 U2 Modular Wlath Eh1�Es Gltbrline of H..d a IIII n0 23,12 q l"MIlanon Dw Width Eh Ea GnYr1111ao.Headatill. w no 27n q 2 z31n . .,lsiwnanon t,w 3t q 2 271n 4 no 2 351 n 4 7 31412 , 2 391/2 q 2 3510 4 47112 q Y. 1 43Y.7n __. -._ _- _..Yee. _- 1 4 an 1 Ha7pA1 Et Lt 47112 L2 13 Eb enwilatimowe, 27 12 1 1/2 Na 15 J18 23 Sre J 7re e Et L t L2 L9 351n 11n 2 271n � 2 Eb Irletallatlan t7w to Na /9 are 31 Ste 3 7re Na I5 112 2] z 1 to 351n 11n Na 23 3/e 30 Ste 3 7le 2 2 Na 0112 91 1 in 2 47 7r2 1 1n Na 25 3/8 4J Sre 3 718 47 f/2 2 Na 23 in 39 st 1n 2 471n 41n 2 1 1/2 Na 27 3/e 47 y8 3 718 2 row 25 v2 4.3 q 2 89 /n 1 il7 Na 31 3/e SS S/A 3 7J8 2 81 V. 2 Na 1112 Il 1 trz z 71 to 2 � V. I,rz 193�8 135r8 81 y8 37/e 1 2 Na 311rz e8 Ili 2 &J nrz 1112 31 Ye 55 W 79 de 3 7/8 714 2 Z9 13 to 61 1 e31/2 2 2e 41n h s51n 1 >a ofa 1rz t Fastener I ncation Table Motes Q 1) All dimensions shown taken from the buck width or height of the window frame. 2) Based on the Milestone Series No. and size of the window to be installed, enter the correct table above to determine the locations of the No. 8 Wood or Topping 2 illustrations of right. The applicable installation illustration snisenot d snd thon e t bler Installation No. 1 or No. 3) Install the No. 8 Wood or Topping Screws of the locations shown in the table. Tolerance is + 4) An installation fastener is only required at the centerline of the head and sill when indicated in the table as "yes". if "no" an installation fasterner is not required at the centerline of the head and sill. 5) This table is NOT oppiicoble to the nailing option. See Notes 0, P. 0, and R for nail installation locations and spacing, DESIGN PRESSURE RATING & FBC CODE COMPLIANCE (S) If exact window size is not B BuckFrame zLlisted In fastener location table, use fastener locations Centerline Width of Hand Width listed for next larger size. Eh (T) Installations depleted In these Instructions acceptable for Qdesign pressures to 70 PSF for the window sizes shown In the table. Design Pressures (D.P.) are positive and negative. Overall window assembly design Buck L rrane Pressure may be less then PSF Height and shall obe de determined In accordance r with Note 13 of FLEX20100. L (U) Production Glazing may differ from that tested as allowed Es _ by ANSI/AAMA/NWWDA Centerline t L 2 L3 Eb I 10 101A.S. 2, 101A.S. 2/NAFS Of Sill INSTAL I IIDN Na 1 Q or AAMA/WDMA/CSA 101/I.S. 2/A440 andyindoSl2. y�l�blllt >36' to 52-1/8, Wide at Head Q SIII applicable Building Code. See Note 12 and 13 on >59-1/2• to 83-1/2' High at Jnnbs Drawing FLEX 20100 for further details. Buck 6 M Structural two by wood buck Frame and/or framing at the head, Width sill and Jambs to be securely Eh fastened to transfer the load to the wood structural substrate per the FBC and the engineer of record-6 details as applicable. M See FLEX20100, Notes 10 to 15 for additional FBC Code Buck L Compliance. Frame Height Et i� L2 I M,-; -3 L3 I_- t3e8ei inns/oe seals: Nn Eb Drawn ter; M Chocked sY: 3H 1dSI9LLT1_ pN tdD� Q 1dJrlotaW SI>!e Aooll nnir to 36" Wide at Heatll.L Sill to 59-1/2, High at Jambs Drawing No. FLD(21120 �y N53 1 2�y�o Z�MMQ y64QQ W w Q y cN * 2 �SJVNQ H ?�IDNZ W O �a�aQLL 39 7� i/%�° I