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104 Silver Maple Ter; 17-2715; WINDOWS AND PATIO DOORCITY OF SANFORD BUILDING & FIRE PREVENTION a ;Ep 14 2017 ' PERMIT APPLICATION Application No: Documented Construction Value: $ Job Address: \04 c( 6Ve x- 1' o1e 1+ Historic District: Yes No Parcel ID: \- (- y;J- 505 © -\lam _ Residential t Commercial Type of Work: New Addition Alteration Repair V Demo Change of Use Move Description of Work: '-ARC n\ a -e-- ( " Cl c w\iS -y .1 oa-h O c-Loo r Plan Review Contact Person: pS Title:bktiCst CY1(1QQgXr Phone: LAM- UD •-lA2::1. Fax: Email:A Property Owner Information NameCaf ilk C 0.Ce Phone: LAD-1 4il!?' Street: 10A Sk\\lResident of property? City, State Zip: &a--'Y(A Contractor Information Name cnyc c,DA\- A- Q(YMz sSp\ U\ QQ Phone: LVC\- 5 Qa • WCQG Street: "PA (( ACACax: City, State Zip: V7L 150 State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E- mail• Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5te Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application / NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. cL7 cbL/7 ignature o wrier/Agent Date Si store o r/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature ql 0-7 Notary -Pubbe Stow of Florida MOMSKellyS'. 28972 SionGGa 09121202 M_; Owner/ AgS'fi tis';?Personally Known to Me or Produced ID Type of ID Signs e o tar -State o lorida Date D RorgenN otaryte of Florida G 028972 0 Contracna nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps" Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: T, 4' 19- 17 Revised: June 30, 2015 Permit Application s r Ma w } ty !tt {s t CZ Florida License #: SCC131151744 1111 N. Ronald Reagan Blvd. Suite 101, Longwood FL 32750 I TELEPHONE 407-562-6982 info@gbhs.info fBuyer(s) ti9 Date 7 r l' Address 0 f ve 4 'e,rraCe2ity C : Stater-e_iZip2 County o Home Phone Work Phone Cell Phone q r L// 6 — 0 o3 p Greenbuilt Home Solutions, Inc. Greenbuilt Home Solutions, Inc. agrees to sell and the buyer(s) agree(s) to buy the following goods and services, which are to be furnished or used in the modernization, rehabilitation, repair, alteration or improvement of the real property located at the buyer's address given above. TOTAL INVESTMENT............................................................. $ 44 Z o DEPOSIT ON ORDER............................................................ $ 00 BALANCE DUE ON COMPLETION ....................................... $ G o . BALANCE TO BE FINANCED ................................................. $ Finance Information: Proposed Monthly Term ( 1 Proposed Monthly Payment $ Comments: PAYMENT SUBJECT TO CREDIT SCORE AND MAY VARY. PAYMENT ONLY AN ESTIMATE. s Order to include: Material & Labor Material Only Hurricane Panels & Installation Greenbuilt Home Solutions Inc. is not responsible for alarm system reconnect. It is the buyer's responsibility for any charges incurred for alarm system services. Material and labor will be furnished in accordance to the Specification listed in this agreement. Greenbuilt Home Solutions, Inc. is not responsible for any interior or exterior painting and/or staining unless otherwise specified in the terms of this agreement. You, the buyer(s), may cancel this transaction in writing at any time prior to midnight of the third business day after the date of this agreement. The undersigned hereby acknowledges that they have read all the terms and conditions on the back of this agreement prior , fining. Your sigr-t`ature(s) below bind the buyer(s) to the terms and conditions of this agreement. I: 1LOl'[: 1I;il BUYER: REPRESENTATIVE: Date: 7 Date: Date: -% 1-7 17 WHITE - OFFICE COPY CANARY - FILE Location internal Grid Obscure Glass IMESUip mmEmamm, No= MT.A. V, - .. mar, lj- K20A M mmmmm= m m mmm M mmlmm,__ mm- NJ mj C Doors/Patio Doors: Door Location Size Style Color Hardware Other 01 MQ ceox 02 03 04 05 FINAL PAYMENT IS DUE UPON SUBSTANTIAL COMPLETION OF THE PROJECT. SUBSTANTIAL COMPLETION DOES NOT INCLUDE BUYERS "PUNCH LIST' ITEMS. BUYERS "PUNCH LIST' ITEMS WILL BE LIMITED TO A ONE TIME LIST SIGNED BY ALL BUYERS. CONTRACTOR WILL MAKE REASONABLE EFFORT TO CORRECT LEGITIMATE DEFICIENCIES BUT WILL NOT BE OBLIGATED TO EXCEED CURRENT INDUSTRY STANDARDS. THE FAILURE OF OWNER TO PAY ALL AMOUNTS DUE ON THE CONTRACT UPON SUBSTANTIAL COMPLETION SHALL CONSTITUTE A MATERIAL BREACH OF THIS AGREEMENT BY OWNER AND CONTRACTOR MAY AVAIL ITSELF OF ALL REMEDIES AFFORDED BY THIS CONTRACT OR FLORIDA LAW. FINAL PAYMENT NOT RELIANT ON MUNICIPAL INSPECTIONS, INCORRECT GRID PATTERNS, ETC. INITIAL e, 1_. I...OR ul 21-11-1,"091.11-911 Hi NOTICE OF COMMENCEMENT Permit Number Parcel ID Number. The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal 2. GENERAL DESCRIMON OF IMPROVEMENT - of the property and street address If available) RN 3. OWNER INFORMATION Olt LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: ^ Name and address:7 t C 1CQ T. C IC-X "CIC e 1 ICA c )kiy P( e i tr sar,7 Q d 6m3 Interest in property: OVy Cie r 4 Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: L--%l QP C::k 1A 1 + Address: Aw N1 `c__nrAA 5. SURETY (If applicable, a copy of the payment 6. LENDER: Address: Is attached): Name: Phone Number. Phone Number. Amount of Bond: 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. 8. In addition, Owner designates _ of to receive a copy of the Lienoi's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. gnahrre of Own or L e, or owner's or Lessee's Authorized rectodPartrreNManager) Print Name ryq nuefoffice) State of \ c)n pia County of The foregoing Instrument was acknowledged before me this day of 20 1 Who is persona y known to me OR . - Name of person making stateinent who has produced identification 0 type of identification produced: ; Notoy pubpc State of Florida Kelly S ArgeroS r My CommmW GG 028972 OF Expires o9H212020 p 0 AO s RECORD COPY City ofSanford Building and Fire Preventiontf Product Approval Specification Form 770` Permit # # 17 2 7 15 GF Project Location Address 1Q As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category/Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Sliding r \ L9 1 cy:z=) Sectional Roll Up Automatic Other 2. Windows Single Hun r\( I Cc) 05. Horizontal Slider Casement Double Hun Fixed Awning ANFORD IV Pass ThroughLICENSEMPIANCE ALX7ffN1ZFE)lVlSl ERN I TO PAGG9ED WI H THE WORK AND NOT AS Projected R—AEMIDIFO cl AUTHORITY TO VIOLATE CANCEL, ALTER OR SET Mullions PLANS EXAMINER Wind Breaker 8 - I THE BUILDING OFFICb L FROM THEREAFTER Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding Soffits Storefronts s Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles Underla ments Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing/ Built up roofing System r/ f Modified Bitumen Single Ply Roof Systems r Roofing slate Cements/ Adhesives / Coating fir fA. Liquid Applied Roofing Systems J` Roof Tile adhesive r Spray Applied Polyurethane' Roofing' J E.P.S. Roof Panels `+ Roof Vents Other June 2014 w Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber r Railing` Coolers/Freezers Concrete Admixtures Precast Lintels f' Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products t+ r' Applicant's Signature i b I (7,,'Zu-S---S Applicant's Name Please Print) June 2014 5/18I2017 parceldetail.scpafl.org(FootprintPage.aspx?PID=11 lDGN0=1&PAGEN0=1 Parcel: 11-20-30-505-0000-0040 Building No.: 1 Page No: 1 trttpJ/parceldetaiiscpan.org/FoolpriMPage.aspx?PID=11 LDGNO=1&PAGEN0=1 1/1 ASSOCIATED MATERIALS usry _fit 1..,t I N C O R P O R A T E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 SINGLE HUNG WINDOW rrNOWIMPAcrr GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition 2014) Florida Building Code (FBC) structural requirements excluding the High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3, When used In areas requiring wind bome debris protection this product must be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 5. For 2X stud construction, anchoring of the assemblies shall be as shown for 2X buck masonry construction. TABLE OFCONTENTS SHEETII DESCRIPTION i Typical elevations, design pressures and general notes 2 Vertical & horizontal cross sections 3 vertical & horizontal cross sections 4 Vertical &horizontal cross sections 5 Buck and frame anchoring 6 Gia ng detail, components and bill of materials SEE CHART FOR OVERALL FRAME WIDTH LDm Y H OVERALL FRAME DIMENSION OVERALL 0) D.L.O. DIMENSION OVERALL X) D.L.O. DIMENSION GLASS TYPE Sash Lock Reinforcements DESIGN PRESSURE (PSF) Lock Rail Sash Stiles POSITIVE NEGATIVE 44.0" x 60.0" 41.0" x 27.0" 39.0" x 27.37" G1 2 Yes No 25.0 40.0 36.0" x 720 33.0" x 33.0" 31.0" x 33.87" G1 2 Yes Yes 25.0 40.0 44.0" x 770 41.0" x 35.5" 39.0" x 35.87" G1 2 Yes Yes 25.0 35.0 48.0" x 84.0" 45.0" x 39A" 43.0" x 39.37" G2 2 Yes Yes 25.0 30.0 52.0" x 77.0" 49.0" x 35.5" 47.0" x 35.87" G2 2 Yes Yes 25.0 25.0 40.0" x 96.0" 37.0" x 45.0" 35.0" x 45.37" G2 2 Yes Yes 20.0 30.0 77.0" 41.0" x 35.5" 39.0" x 35.87" GI 1 Yes No 20.0 20.0 jp v L OQ1 E NM 8 LLCZ o a. 0 O, 0; U N m Z Z 0 Z U 9mSpowO. maatT SCALE: N.T.S. owc. BY: ROF cHK. eY: LFS FL- 10465.4 rr _ L OF 6 Dia_ yyG Z LL W u. of ro PIP v 2 2 1 z gzc0234 - E Do A g L o. R 9 m wDoa 8.5 i 'm a t T 3 G2 GI F o o Z 3 3 2 o X 3 S oZ 12 o zo $ o 0 c' ¢ > xw d g 13 0= z m N ca JV7 z v c EXTERIOR p( j_J 8 INTERIOR y o U 3 2 4 4 GI G2 a gym 1 1/4" MIN. EMB. (TYP.) 1 1 /4" MIN. 6 EL' A A EMB. (TYP.) i o _ F G2 F ; a L= Z 8 GI ' INTERIOR 2 Boo v>_Q 4J A ooct .. p ` o o • . JoDE k s cl a o r Ll v g° • "e .P DATE: 3117108 i 1 t d.. ;o E 1 1/4"MAX. E Dwc.Eer: NRT. OF m' SHIM SPACE —L D Z ° EXTERIOR i um BY: LFS 3 TYP.) - a D ` m DRAWING NO.: 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3q VERTICAL CROSS SECTION FL-10465.4 a 2 MASONRY CONSTRUCTION $ MASONRY CONSTRUCTION CJ MASONRY CONSTRUCTION N SHEET 2 OF B NOTE: Sheet Metal Sorews must penetrate a min. or 3 threads through of least t vo 2) sheets or metaL Maintain 5/8"min. edge distance. 4 HORIZONTAL CROSS SECTION 3 Shown w/ Steel Stud Framing Option 1/4"MIN. F71EMB. ( MIN, 1 HORIZONTAL CROSS SECTION 3 Direct to Masonry INTERIOR EXTERIOR 1 1/4" MIN. EMB. (TYP.) Ir LI v N. SHIM SPACE Q( TYP.) D 1 2 HORIZONTAL CROSS.SECTION 3 Direct to Masonry s 000 w y GI 3 EXTERIOR INTERIOR 2 W o LJ N ebb V O i '• rt N .- Z C 1 .. ' . DATE: 3117108 z SCALE: N.T.S. owc. BY: ROF m' 3 VERTICAL CROSS SECTION c„r, BY: LFS 0 Direct to Masonry o8awwc NO, FL-70465.4 P° o SMEET 3 OF 6 N Z G1 N7*CO m 6 ii o mi \%• r. may` 01 M 2 111 1111\ Z o . CZy1`` N D Z 0 J V y p U OCEmZm° D G7C)O ooa au$ 9 a HqmaaT4 P• E t • Z EE a a v f ,•. , ; d•. 1 IMMIN. EMB. e oo v N o 0z D vWi2 VERTICAL CROSS SECTION o = z Wo B 4 MASONRY SILL n G2 U Ln o 3 G1 a a 6 Irm H 2 m Pnti z C 02W 1/ 4" MAX. a .'p P j .• W O Gl SHIM SPACE P •. ••s.. '. . li ' .. 0 G M o R G2 ( TYP.) o 1 HORIZONTAL SECTION SHOWN z 4 Shownw/1X Sub -Buck tl 3 VERTICAL CROSS SECTION DATE: 3117108 4 MASONRYSILLSCALE, N. T.S. DWG. BY: ROF CHK. BY: LFS DRAWING NO.: FL-10465. 4 SHEET 4 OF G { 2X BUCK MASONRY OPENING BUCK ANCHORING MEETING RAIL MASONRY OPENING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to morforjoints. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: ANCHOR:: ANCHOR MIN '.. MIN CLEARANCE EMIN CLEARANCE: SIZE. EMBEDMEM TO MASONRY i0 ADJACEM EDGE' OR:; ITW ® 1/4" 1.1/4" 2" 4" TAPCON ELCO ® 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. FRAME ANCHORING 2X Buck Masonry Construction L-t MEETING RAIL T 11111 Il // IX BUCK GpipDIRECTTOH ///fit is I z d'm MASONRY $ N o STEEL 9K e 9 o z U Lm mca: TYP. l v a 07 562 OPENING p a FRAME ANCHORING lX Buck, Direct to Masonry, Steel Stud) MEETING RAIL a a J o° z 5 z p 2 U U 3 a w w Z w z V) O GIA o Y O m i DATE: 3 17 08 scME: N.T.S. DWO. BY: ROF ° OHx. BY: LFS '- DRAYANC NO.: D° FL-10465.4 C SHEV 5 OF 6 ° 1,537' I ' 1.448" -I %%``" * II o Q '` is to 0.071" o -'N d 1Z. z 4. OP € :. V';• ` 3 of M 4 SASH•LOCK RAIL on 2 o a T MAIN FRAME V h g E m z m° u v Jamb cw 0.596" a rn m a aF r- tlo IL E e z T" L Z v W p 0 0.047' (n o°f d b E311JIUy 11--- 0.114" 1.172" o z T GLAZING BEAD o o Z o '3U p 5 FIXED RAIL 6 SASH -BOTTOM RAIL no o as c zA > i w i m ao r0.549 $ o w I - 1.352' 0.04T' 2.686" I o iv o c 0.071" THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY Y x a } o -- i- 0.663" > > D m EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 13 REINFORCEMENT B SASH -STILES 1.48T' 1.422 yaz 8 _ Lr1AINFRAME -HEAD o N zo 0 3/ 4" THICK GLASS 3/4" THICK GLASS 9 3/32"ANNEALED B 1/8"ANNEALED tow o 1. 422" o AIR SPACE AIR SPACE 1.48T' -j o o C ILI Q I #-z a OC N zi 2. 909" n c° 3/ 32" ANNEALED 1 /8" ANNEALED DATE: 3 17/08 z o 14 15 6 MAINFRAME-SILLSCALE: N.T.S. DWG. W, ROF 1 /T' GLASS BITE cHN. ar: LFS 1 /T GLASS BITE DRAWING NO.: G 1 GLAZING DETAIL G2 GLAZING DETAIL FL-10465.4 o SHEET 6 OF 6 N BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 2X BUCK - SG >= 0.55 WOOD B 1XBUCK WOOD C 1 / 4" MAX. SHIM SPACE WOOD D MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI OR HOLLOWBLOCKCONFORMINGTOASTMC90CONCRETEE 8 x 2" PFH WOOD SCREW STEEL F 1 / 4" X 2-3/4" ELCO PFH CONCRETE SCREW STEEL G 1 / 4" X 2 -1 /4" ITW PFH CONCRETE SCREW STEEL H 1 / 4" X 2 -3/4" ITW PFH CONCRETE SCREW STEEL J STEEL STUD Min. Thk .033" ASTM A653 GRADE 33 Fy=33 Ksi Min, Fu=45 Ksi Min STEEL K 10 PPH SELF -DRILLING SMS STEEL 1 MAIN FRAME - JAMB• PVC 2 MAIN FRAME - SILL" PVC 3 MAIN FRAME -HEAD • PVC 4 SASH - LOCK RAIL' PVC 5 FIXED RAIL' PVC 6 SASH - BOTTOM RAIL` PVC 7 GLAZING BEAD' PVC 8 SASH - STILES• PVC 9 GLAZING SPACER STEEL 10 GLAZING TAPE -DOUBLE SIDE ADHESIVE 11 TILT LATCH POLYMER 12 METAL CAM LOCK AND KEEPER STEEL 13 REINFORCEMENT - ALSIDE #UYOOB2 STEEL 14 GLAZING BLOCK ASSIATED MATERIALS cr„ I 1 N C O R P O R A T E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 MODEL 61051610616175 EXTRUDED VINYL SLIDING PATIO DOORS NON - IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET# DESCRIPTION 1 Typical elevation, design pressures & —general notes 2 Horizontal cross section 3 Vertical cross sections 4 Buck and frame anchoring 5 Bill of materials and components F— 74. 50" MAX. OVERALL FRAME WIDTH b nX O MAX MAX DESIGN PRESSURE jPSFJ TYPE V FRAIuIE PANEL '; D;LO P. OSIi1.V.E,_. NEGATIVES DIMENSIONDIMENSION ...'.:DIMENSION s W/ O SILL 74 50" x 79 50 37.04" x 75.82" 32.27" x 69.37' 25.0 25.0 MOLDINGW/ SILL 74. 50" x 79.5W 37.04" x 75.82" 32.27' x 69.37' 40.0 40.0 MOLDINGUa N M d ram- f` Z Q' OF M ONi NII 1 15 O M Z NN. UN •• X r0ZOE m 2 m ggggg c E0zp c al 8 IT d owc. ey: DWS 0: er: LFS FL- 12323.1 ET I OF 5 a ww M U nt`'T N: c 1 a M W 111.11 p MpM Z 1 2 U N .. g U 2 2 Em ZO V•g S"q 'maaT E c= a P 0 K E1-1/4"MIN. S0 U o EMB, (TYP.) 2 A wF wova oa m nl E INTERIOR 3' 22 DI N o 4 0 8 5 a rn C I a V m zo Gtix j>U a o a = x 22 nNQoG122 m A 7 5 F mEXTERIORZ N'OzGG o i E B C GATE 3111109 c 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION N.T.S.J u , DWS m 2 2X Buck Construction 2 Shown w1l X sub -buck cm er: LFS i o - DRAWING NO.: a FL-12323.1 0 SHEET 2 OF $ N 3 3 3 v v X f E D X NOTE.t Metal scram mwt o Mn. of a threads through at lead iwol o \Q • • 11 sheet of metal. Malnlafn a mfnlmum '4F. ji/% 5/8"edgodlslonce. v •° iV Z Z ;; Q.caoon p 0C 0o or7c Z 0. z m C W a m dad Z s a. ig INTERIOR o o EXTERIOR 5o 0 8 ao o 80 y E Gt 2 VERTICAL CROSS SECTION Shown w/ Steel Stud framing option INTERIOR EXTERIOR G1 0 12 103z Dq 0 uS 8 m W N N 10 3 1 W i N U 6 E z INTERIOR o °o EXTERIOR Na 19 zo p G' wW 3111109 = scar: 9 N.T.S. dDING, ft. DWS m H ' a 1VERTICALCROSSSECTION3 DRAWINGNO...m FL- 12323. i w 2X Buck Construction VERTICAL CROSS SECTION y 3 3 Shown w/ Direct to Masonry option GsHwT 3 of 5 a 3" (TYP:) 4" (TYP.) g" (TYP.) M g" (TYP.) II II II G it D II II HEAD &JAMB HEAD & JAMB I I ^ 2X BUCK (TYP.) I I TYP.) 6 I I ZI 2XBUCK it N o II I II g II MEETING STILE MASONRY II MEETINGSTILE SHOWN FOR OPENING I I SHOWNL OR REF. ONLY I IREF. O II II II II it K BUCK ANCHORING to FRAME ANCHORING MASONRY ( 2X Buck) THIS ANCHOR REQUIRED FOR DP > 25 P.S.F. CONCREIF ANCHOR NOTES: a I. Concrete anchor locations at the comers may be adjusted to maintain the min. a' edge distance to morfarioints. U 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrefeanchor toble: a d ANCHOR MIN :> MIN 'CLEARANCE MIN CLEARANCE ANCHOR EMBEDMENYi. TO MASONRY O ADJACENT TYPE SfZE ITW ® 1/" 4 i 1/4" 2" 4" TAPCON ELCO ® 1/ 4" 1•i/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain o minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. 0 iT t O` z o m M m U N 0. hEm z600 V rg Sofia Maas o Gz cW a 3a ri 4" ( TYP.) 4" (TYP,) 6_(TYP,) O w a 8"(TYP.) tto so z IT (TYP.) a s YZ it o F IXBUCK III IIII a a DIRECTTO IX BUCK D MASONRY m K STEEL Z HEAD & JAMB O ( TYP.) I I * cs MASONRY I \— MEETING STILE N N OPENING I I SHOWN FOR c N o 0o II REF. ONLY N o rr II as yy ° v v FRAME ANCHORING 1X Buck Direct to Masonry, Steel Stuff N - z THIS ANCHOR REQUIRED FOR DIP > 25 P.S.F. DATE: 3111109 SCALE: N.T. S. DWG. BY: DWS CHK. BY: LFS OAAWNG NO.: FL- 12323.1 SHEET 4 OF rJ BILL OF MATERIALS DESCRIPTION MATERIAL 1X BUCK SG >= 0.55 WOOD2XBUCKSG>=0.55EA WOOD1/4" MAX. SHIM SPACE 1/4" X 2-3/4"PFH ELCO OR Tf1N CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" x 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW STEEL G 10 X 2-3/4"PPH WOOD SCREW STEEL K 10 PPH SELF -DRILLING SMS STEEL X STEEL STUD Min, Thk .033" (A'-TMA653 GRADE 33 Fy=33 Ks! Min, Fu=45 Ksi Min) STEEL I EXTRUDED VINYL FRAME HEAD (BY ROYAL) ' PVC / COMP. 2 EXTRUDED VINYL FRAME JAMB (BY ROYAL) ' PVC / COMP. 3 FRAME SILL (BY ROYAL) ' PVC / COMP. 4 SASH STOP (BY ROYAL) ' PVC 5 STILE (BY ROYAL) ' PVC 6 SILL ANGLE ADAPTER STEEL 7 INTERLOCK STILE (BY ROYAL) ' PVC 8 HORIZONTAL RAIL (BY ROYAL) " PVC 10 SLIDING PATIO DOOR ROLLER ASSEMBLY 12 ROLLING PATIO DOOR SCREEN 20 INTERCEPT SPACER STEEL 22 STEEL STILE REINFORCEMENT (BY ROYAL) ` STEEL il' THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 0.55 GLASS BITE O42 O 1 /B" TEMPERED AIR SPACE 1 /8" TEMPERED GI GLAZING DETAIL 2 FRAME JAMB 0.06"_ 22 REINFORCEMENT 6 SILL ANGLE ADAPTER 2.29' --{ 0.065' o 5 STILE T FRAME HEAD 8 HORIZONTAL RAIL d o P 2.44" L INTERLOCK STYLE 41WAe z-Epp m i • Z 0 S U N Caozo 9m W agN00mda U. C CoZ 2L d 2.59" to 4 SASH STOP 3 FRAME SILL SCALE: N.T.S. owc. BY: DWS cwc. BY: LFS FL-12323.1 ET 5_ of _5 REQUIRED INSPECTION SEQUENCE H P# '1 - 1--1 i S Address: 5,Ldf r- BUILIDING ]PERMIT Min Max .. Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ISLECTRICA-L ]P:IEItM:1T Min Max IIns ection Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final I MY"1V5!HMYY+iA i{ r1rM11'Y:ti!g1.J.i....?/1.+i 4LP; q Min Max IIns ection Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final 1M ECHANICAL;IP.EITNIIT,.' . Min Max IIns ecti®n Descri tionn Mechanical Rough Mechanical Final Min 1Max Gas Unde Gas Roug Gas Final REVISED: June 2014 GREENBUILr, GBHS Contractor License SCC131151744 1111 N. Ronald Reagan Blvd Suite 101, Longwood, 32750 TELEPHONE 407-562-6982 October 13, 2017 RE: Permit # 17-2715 Please remove window #2, bathroom window, from this permit. The homeowner has decided not to replace this window. The footprint is attached, with this window crossed off. 5%180i7 parceldetail:scpafl:org/FootprintPage aspx?PID=11 LDGNO=18PAGEN0=1 Rarcel: 11-20-30-505-0000-0040 Building No.: 1 Page N50: 1 VckcN g oy S\\V e:r \ rtpl e. ierr hbl/parceldetaiizcpafl.orcyFooVintpageaspx?PiD=11 LDGND=1&PAGEN0=1 1f1