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2210 W Mitch Ct; 17-2111; WINDOWSCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: C o Documented Construction Value: $ C3 Job Address: L)Q I O Historic District: Yes No Parcel ID _ - I J-3p _j - M O h 0 t .50 Residential 0 Commercial Type of Work: New Addition Alteration Repaid Demo Change of Use Move Description of Work: Re I C' r, P _ C) 0 CL_ LJ 10 CJQ W S I'Z 42 Plan Review Contact Person:-'S' N ,n 1)0 (kO -T— Title:, 41 S 0 Phone: -( Q , !29- ('-03GCQ Fax: Email:./ ( Z &-7 P r (C"U 0'') Property Owner Information Name DIC1 c Ln Street: QQ(T) ( 4 1. M t` C^(' City, State Zip: Phone: Resident of property?: V Contractor Information Nameb ls "mil Street: 6r 7(o A). G )r n r' P4 r K City, State Zip: aSsc I krPi FL 9 7 6 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 6 Fax: State License No.: Architect/Engineer Information Phone: 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: 5" Edition (2014) Florida Building Code o 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. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID t 0 SJ,;rL Signature of CcZtractor/Agent Date Print Contractor/Agent's Name Signature ti-- r 2.-17 ANNETTE BLAND Notary Public • State of Florida Commission • GG 060623 My Comm. Expires Jan 16, 2011 Contractor/Agent is Persona Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: or Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: 5f '1- Zo• ej COMMENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# Z- L it k l BUILDING PERMIT Min Maxi Ins ection 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) Address: 22.110 L.-j . iiik ELECTRICAL -PERMIT Minn Maxi Ins ectionn Descri tion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Maxi Descri tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL;-RERMIT Min Maxi Ins ection Descri tion Mechanical Rough Mechanical Final Maxi Inspection Descrn tn®nMin Gas Underground Gas Rough Gas Final REVISED: June 2014 SCPA Parcel View: 36-19-30-544-0000-0150 Page 1 of 2 I Property Record Card Parcel: 36-19-30-544-0000-0150 Owner: JACKSON DION & PIERCE EVONDA 6€wa+o goour+ j Property Address: 2210 W MITCH CT SANFORD, FL 32771 Parcel Information j Parcel 36-19-30-544-0000-0150 Owner JACKSON DION & PIERCE EVONDA Property Address 2210 W MITCH CT SANFORD, FL 32771 Mailing 2210 MITCH CT W SANFORD, FL 32771-4274 Subdivision Name TWENTY WEST Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2000) 1 Value Summary 0 U3 cT 4 4=" a) 94.73 96.96 min oun Legal Description LOT 15 _ TWENTY WESTWEST PB 16 PG 36 Taxes T^ Building Information 2017 Working Values 2016 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 I 1 Depreciated Bldg Value 57,967 --} 556,0-31 Depreciated EXFT Value 936 936 Land Value (Market) 12,000 1$10,000 Land Value Ag Just/Market Value "' i $70,903 66,967 Portability Adj Save Our Homes Adj jAmendment1Adj 5,705 3,110 t _ P&G Adj Assessed Value _ 0 65,198 0 63,857 Tax Amount without SOH: $619.00 2016 Tax Bill Amount $596.00 Tax Estimator Save Our Homes Savings: $23.00 Does NOT INCLUDE Non Ad Valorem Assessments k Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective 1 ff 1971 1 5! 2 1 1.51 945 2,221 1,844 1 T $57,967 r $78,334 I i Description I Area http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=36193054400000150 7/ 11 /2017 Product Approval Specification Form Permit # Project Location Address_ 7; ) n Lo4 M 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 Sectional Roll Up Automatic Other 2. Windows Single Hun e Flun d'k 11 I 0301- Horizontal Slider Casement Double Hun Fixed Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts 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 Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 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 Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name ©wt o4 s Jb Please Print) June 2014 RECM COPY REVIEWED POR CODE COMPLfANCE 4 PLANS EXAMINER DATE SANFORD BIL DING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSETOPROCEEDWITHTHEWORKANDNOTASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SET ASIDEANYOFTHEPROVISIONSOFTHETECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THEBUILDINGOFFICIALFROMTHEREAFTERRFERRORSINPLANS, CONISTRUC OON OR VIOLARECTION TIONS SOF THIS ODE DI/ VC SANFORD pay 1 7 - 2 1 1 1 Florida Building Code Online Page 1 of 2 ii'z°9""'su'" g'",--' ,, ! -s$'j p v,r,.t'J s' 1t-" "j' sirt.,' ,j ° k +': s' •ems BCIS Home i Log In User Registration Hat Topics ' Submit Surcharge Stats &Facts Publications ; FBC staff 1 BCIS Site Map r Links s Search j BusinesSrjry.} Professional ;-`',, USER PubbliccUct e rrovai ll— Un I Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14039-R2 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Ply Gem Windows 433 N. Main St. Rocky Mount, VA 24151 540) 484-6271 ablomberg@plygemwindows.com Adam Blomberg ablomberg@plygemwindows.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method i Option A 04/22/2015 04/22/2015 04/25/2015 Year 2005 httns://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 3/21 /2016 Florida Building Code Online Page 2 of 2 Summary of Products FL # Model, Number or Name Description 14039.1 4712/4812 Single Hung 4712FIJ4712F/4812F Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14039 R2 C CAC NI010366.01-R2.Ddf Approved for use outside HVHZ: Yes FL14039 R2 C CAC NI010366.02-R2.Ddf Impact Resistant: No FL14039 R2 C CAC NI010366.03-R3.Ddf Design Pressure: N/A FL14039 R2 C CAC NI010366-R2.Ddf Other: See installation detail for sizes and ratings, FL14039 R2 C CAC NI010367.02-Rl.Ddf FL14039 R2 C CAC NI010367.03-Rl.Ddf Quality Assurance Contract Expiration Date 08/31/2018 Installation Instructions FL14039 R2 II PGWO29 SS.Ddf FL14039 R2 II PGW030 AT.Ddf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14039 R2 AE PER3050 SS 2015-04-19.odf Created by Independent Third Party: Yes Sack Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32M Phone, 850-487-1824 The State of Florida is an AA/EEO employer. f oovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not sendelectronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any Questions, please contact 850.487.1395. *Pursuant toSection455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address iftheyhaveone. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish tosupplyapersonaladdress, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee underChapter455, F.S., please click here. Product Approval Accepts: ecrFck NJ r m httos://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtGLR%2byCB... 3/21 /2016 INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION, 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF it/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. FLANGE INSTALLATION: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3116 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) 810 SELF -TAPPING SCRAPER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 6. FIN INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) R8 SELF-T PPING SCREWS PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM ENGAGEMENT INTO METAL FRAME SUBSTRATE. 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. 8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR MATERIALS MUST BE SEPARATED OR COATED. 9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK, 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER, 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSi. MINIMUM WALL THICKNESS OF 33 MILS. (20 GUAGE) PLY GENT WINDOWS 471214812 SINGLE -HUNG (NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/1.5.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, ZX AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL ALUMINUM 6063-75 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS, SEE SHEET 5 FOR GLAZING DETAILS. B. DESIGNATIONS "X"AND "W STAND FOR THE FOLLOWING: X. OPERABLE PANEL O: FIXED PANEL TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL&INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL 5ECTIONS 4 4712F VERTICAL & HORIZONTAL SECTIONS S 4812F VERTICAL & HORIZONTAL SECTIONS PRODUCT OVERALL SIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 481, 83.93" 50/-70 NOT RATED 4712FL 53" 72" 50/-60 NOT RATED 4712F 53" 72" 50 / -60 NOT RATED 4712E 48" 83.93" 50 / -60 NOT RATED 4812F 48" 84" 50/-60 NOT RATED 4812F 48" 96" 30 / -30 NOT RATED Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.04.10 10:48:44-04'00' e PLy GEMW'I Iv Uc )1 dS 433 N. MAIN ST., PO BOX 09, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 mMM v Z# H in' P _ pp > Z2 aw-3 a Occ -C In )„+ i Iz4 < m 4 w W G co JdmwFt c CJ M d w a m N o z"- pn LU §b>I LL ; LU PRO` i CaCo Im to J /1 CiZ3 U = 1U) Z p WG #: PGW029 HEET: 1 OF G UNIT MAX. WIDTH 53.00" —' D.L.O MAX. WIDTH 49.44" B F 3 4 D 3 UNIT MAX. HEIGHT 72.00 H X j4 "" 4 SASH MAX. WIDTH 51.25" ELEVATION D.L.O MAX. WIDTH 44.31" D.L10. MAX. HEIGHT 5 3 33.25" UNIT MAX. HEIGHT 96.00" SASH MAX. HEIGHT 36.31" 1 SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE I ANCHOR LAYOUT SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 48.00" 7 5 B f 3 4 D.L.O. MAX. HEIGHT 0„ 45.56" SASH MAX. HEIGHT 7--1 35.88" SASH MAX. WIDTH 46.25' ELEVATION EDGE HEAD SILL JAMB O.C. CORNER INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE ANCHOR TYPE TYPE LOCATION IN•) IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN I STEEL STUD 3THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 771 4 10 SELF -TAPPING FLANGE I 1 I STEEL STUD 3 THREADS N/A 20 20 4 PLC/ GEM 433 N. MAIN ST., PO BOX 559, ROCKV MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 Z O z H LU 1nLu aC n Qo zV, a0= a 3g i uz a v 1n DWG #: PGW029 SHEET: 2 OF 5 3/16" ITW TAPCON INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS 2 MIN. CAULK BETWEEN EDGGEE DISTANCE CONCRETE/ MASONRY d 1X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS 1 1/4" MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS MAX. PERIMETER CAULK / SHIMM SPACE O.A. BY OTHERS WINDOW 7/7HEIGHT SEE GLAZING EXTERIOR DETAILI INTERIOR g VERTICAL SECTION 3 HEAD - 1X WOOD/CONCRETE/MASONRY 4712 FLANGE EXTERIOR INTERIOR SEE GLAZING DETAIL 1 1 O.A. WINDOW HEIGHT STRUCTURAL GRADE 1/4" MAX. 1 SILICONE BY OTHERS SHIM SPACE EXTERIOR FINISH BY OTHERS 1X WOOD BUCK BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY & IX WOOD BUCK BY OTHERS CONCRETE/ MASONRY BY OTHERS q VERTICAL SECTION 3 SILL - IX WOOD/CONCRETE/MASONRY 4712 FLANGE 1/4' MAX. SHIM SPACE 3 THREADS MIN. ENGAGEMENT 10 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS INTERIOR SEE GLAZING DETAILI 5HEATHING-- L BY OTHERS EXTERIOR EXTERIOR FINISH J BY OTHERS O.A. PERIMETER CAULK WINDOW +- BY OTHERS WIDTH HORIZONTAL SECTION 3 JAMB - STEEL STUD FRAME 4712 FLANGE 1 1/4" MIN. EMBEDMENT 1/4" MAX. CONCRETE/ MASONRY BY OTHERS SHIM SPACE CAULK BETWEEN CONCRETE/ MASONRY A IX WOOD BUCK BY OTHERS INTERIOR IX WOOD BUCK BY OTHERS 3/16" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN. EDGE DISTANCE SEE GLAZING DETAIL 1 EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH HORIZONTAL SECTION 3 JAMB- 1X WOOD/CONCRETE/MASONRY 4712FLANGE j PLy,GEMti`! I, i) O4'"s 433 N. MATN ST., PO BOX 559, ROCKY MOVNT, VA 24151 PK 540484-6348 FX: 540-484-6683 J mm v o oeu Z t0 m mmM < 2JO W M < w u a EwaCo H W d a0M a IL U> Z rn. Ca 11 w o 3 _= v2 Cd In u w DWG #: PGW029 SHEET: 3 OF 5 1/4" MAX. 3 THREADS MIN. SHIM SPACE SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW BY OTHERS INSTALLATION ANCHOR EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR PERIMETER CAULK BY OTHERS METAL STUD FRAMING rsruu BY OTHERS 1/4" MAX. O A SHIM SPACE 3 THREADS MIN. WINDOW ENGAGEMENT HEIGHT j SEE GLAZING) SHEATHING-':::::: DETAILS INTERIOR BY OTHERS EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH VERTICAL SECTION G HORIZONTAL SECTION F 4 HEAD -1XWOOD/CONCRETE/MASONRY STUD FRAME4JAMB -STEEL FIN4712FIN 4712 FIN SEE GLAZING DETAIL 1 i EXTERIOR / 1 INTERIOR O.A. 1 WINDOW 1/4" MAX. HEIGHT SHIM SPACE EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH METAL STUD FRAMING BY OTHERS BY OTHERS SHEATHING #8 SELF -TAPPING SCREW BY OTHERS 3 THREADS MIN. INSTALLATION ANCHOR ENGAGEMENT E VERTICAL SECTION 4 SILL- PRECAST CONCRETE 4712 FIN VERTICAL SECTION 4 MEETING RAIL A , PLy GEMJEIVi.if W INTERIOR 433 N. MAIN ST., PO BOX 559. ROCKY MOUNT, VA 24151 PH: 540-484.6348 FX: 540484-6683 wm g Z SEE GLAZING 0 p H p h DETAIL 1 p O = cS a<SS co<m ^ a y O W < J V ix ~p < Y 1 FH- vwi F W d cl m EXTERIOR I ITa INTERIOR F u Z I 4OF5 1/4' MAX. SHIM SPACE 3THREADS MIN. PLyGEM SHEATHING ENGAGEMENT 8 SELF -TAPPING SCREW F` 1"!iNLI,vis BY OTHERS INSTALLATION ANCHOR 8 SELF -TAPPING SCREW 433 N. MAIN ST, PO BOX 359, EXTERIOR FINISH METAL STUD FRAMING INSTALLATION ANCHOR POCKY MOUNT, VA 24151 BY OTHERS BY OTHERS METAL STUD FRAMING INTERIOR PH: 5/0 434-6348 F%: 540 48/-6683 PERIMETER CAULK BY OTHERS m BY OTHERS SEE GLAZING r J cNryory w M w M Y} m Ki # 3 THREADS MIN. 1 DETAIL 1 h o M O. A. 1 1/4" MAX. ENGAGEMENT m p v WINDOW SHIM SPACE SHEATHING' o w HEIGHT 3/ 4" O.A. INSULATED GLASS BY OTHERS n a Z m m m j SEE GLAZING v v1 z ow z DETAIL 1 I u Lu-3 e ca INTERIOR EXTERIOR FINISH EXTERIOR w a, 1tim w e EXTERIOR DOW 1199 BY OTHERS a a ro a SILICONE O.A. PERIMETER CAULK VV BY OTHERS DDOTH VERTICAL SECTION L HORIZONTAL SECTION m 5 HEAD - IX WOOD/CONCRETE/MASONRY 1 I 5 JAMB - STEEL STUD FRAME 4812 FIN 4812 FIN n 1/ 2" MIN. GLASS BITE 1/ 4' MAX. SHIM SPACE Z SEE GLAZING O Z DETAIL I H p GLAZING DETAIL 1 8 SELF -TAPPING SCREW EXTERIOR INTERIOR INSTALLATION ANCHOR LU w O. A. NOTE: METAL STUD FRAMING WINDOW 1/4" MAX GLASS THICKNESS AND TYPE BY OTHERS HEIGHT SHIM SPACE SHALL COMPLY WITH ASTM E 1300 GLASS CHART REQUIREMENTS O INTERIOR 3THREA05 MIN. Z a i ENGAGEMENTPERIMETER CAULK BY OTHERS G ,.• EXTERIOR FINISH METAL STUD FRAMING SHEATHING BY OTHERS BY OTHERS BY OTHERS Z ;ai ew - SHEATHING 8 SELF -TAPPING SCREW J N V`• o Fa tL'• BYOTHERS3THREADSMIN. INSTALLATION ANCHOR EXTERIOR FINISH 11 , ENGAGEMENT SEE GLAZING BY OTHERS DETAIL 1 PERIMETER CAULK i y PROW. BY OTHERS I mil EXTERIOR O A o p Z v3 5U= yZ a E ZWINDOWo0 VERTICAL SECTION WIDTH D WG #: HORIZONTAL SECTION PGW029 5SILL - PRECAST CONCRETE 4812 FIN 5 JAMB FRAME SHEET: 4812FINUD5 OF 5