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HomeMy WebLinkAbout113 Grovewood Ave 15-2659 (repl window)IA c CEWEDCITY OF SANFORD AUG 2 0 2015 BUILDING & FIRE PREVENTION BY: PERMIT APPLICATION Application No: /E_ r (p S-, 9 DocumentedConstructionValue: $ Job Address: iI 3 (o f ovC.v po l A, S Z_'R3 Historic District: Yes NoK Parcel ID: I () 7U -: co ^SOS - O O— O 00 Residential Commercial Type of Work: New Addition Alterations Repair a Demo Change of Use Move Description of Work: RW\cLLc 6A) Az0J Q) LAJ1n&'_J u--Ot, wavvo Plan Review Contact Person: WoIR'(1,/J&jkN Title: AA-V-v Phone: \ Fax: tt6*>r- 61 y--b 161 Email: Carla o-I& enwjw' 4A. '(oam Property Owner Information Name 03\,o 6crc,4 -Ayi1 _(Zt& 4aA- Cqni;gJ Street: i 3 Nc City, State Zip: Sc-4--'a `-_ Phone: Resident of property? Contractor Information Name 6 G rkc t (ti/7 Phone: Street: ` -0 S S0 SAS Q Sk 200 Fax: If6)- 0 f 61 City, State Zip: ao lq' 3ZV3 State License No.: 64PC(;025l Architect/Engineer Information Name: Phone:SZ- 3— Z 3 Street: GP 03y 4I CAI c6 rj&C q4k . Fax: City, St, Zip: ( ,' QOtIPr 1 E-mail: Bonding Company: Address: 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 performedJ6 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 Revised: June 30, 2015 #1 -? / .06 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*ne in compliance with all applicable laws regulating construction and zoning. Si lure of Owner/Agent D e Signature of Contractor/Agent t Date t Print 6wn nt's Name Print Co ctor/ATt'Name Q—`5-15 SignaturefN to orida Date Signature fNoary- of rid ate 10 Notary Pi state of Florida Notary P s e of Florida Juan Rod uez ;4` Juan R uez Corn ion FF 177883 corn ion F 177883 Exp 111W018 Expires 1111 0 o rJ/ Ow rsona y .nown to Me or C gent isPersonally Known to Me or Produced ID oc- Type of ID Produced ]D ; N e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building X Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: 13 2q MTILITIES: ENGINEERING: , 8Z FIRE: C011101 l 1 Biel If. of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# 1 U U Address: 1123 (--Qov-WGzb BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our p Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern 70 Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Mobile Home Tie Down Mobile Home Building Final Pre -Demo Final Demo Final Single Family Residence Final Building (Other) I M ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final PLUMBING / GAS PERMIT Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final Gas Underground Gas Rough Gas Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final REVISED: June 2014 THIS INSTRUMENT PREPARED BY: Name: Carlos R Fernandez Address: 505 Suggs Rd Ste 200 Apopka FL 32703 NOTICE OF COMMENCEMENT Permit Number: { - % ' yM- Parcel ID Number: 10-20-30-505-0000-0400 i!llil!!!I! IBIII {III Ill i IIIII IBII till MARYANNE 11ORSEP SEMINOLE COUNT( CLERK OF CIRCUIT COURT & Ciil°IF'•(ROLLER BK 8531 F's 695 (117'9-6) CLERK'S -- 2015092]18 RECORDED ii8/2it/2015 i1 13:53 PM RECORDING FEES $10-00 RECORDED BY hdevore 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 description of the property and street address if available) 113 Grovewood Ave Sanford FL 32773 / Lot 40 Groveview Village 1st Addittion 2. GENERAL DESCRIPTION OF IMPROVEMENT: Interior / Exterior Repairs 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Julio Garcia-Agosto & Syamara Ciprian; 113 Grovewood Ave Sanford FL 32773 Interest in property: Owner y6.%n'Q-- Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: Castle General Contractor Corp Phone Number: 407-477-2823 Address: 505 Suggs Rd Ste 200 Apopka FL 32703 5. SURETY (If applicable, a copy of the payment bond is attached): Amount of Bond: 6. LENDER: Name: Phone Number: Address: 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. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the L'ienor'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. Signature of Owner ore ee, or Owner's or Lessee's (Print Name a Provide Signatory's Title/Office) Authorized Officer i ctor/Partner/Manager) State of + Lz-) q'i JA County of[, The foregoing instrument was acknowledged before me this r day of A' " b. 20 s by y=^ n. n -A-- — co-s - Who is personally known to me OR Name of petson making statement _ k— who has produced of identification produced: L_ 0 P Notary Public State of Florida ap Juan Rodriguez MyFCommisgion FF 177883 _pF 1tIE eo4 Expires 11119120118 r r OF IV CURKOFT C IT CO AND i t COMPTR LLER; AvG C rEMINO OUNTY, rrrlyO"FccrNz3 DFPI IN n rp,y, Date: SEMINOLE COUNTY MULTI -JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,, Seminole County, Winter Springs 8-19-2015 I hereby name and appoint: Alicia Rivero an agent of: Castle General Contractor Corp Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. Or The specific permit and application for work located at: 113 Grovewood Ave Sanford FL 32773 Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Carlos R Fernandez State License Number: CGC1507159 Signature of License Holder: 12/31 /2015 STATE OF FLORIDA COUNTY OFki The foregoing instrument was acknowledged before me this 16 `day of A,.) , 20\by GCAOS -^ Q` C who i641personally known to me or IV uced as identification ands did\Adid not) take an oath. allotary Publi`0thte6tAfi't l) Juan RodriguezMyCommissionFF177883 Expires 11/18/2018 v Al Print or type Notaryname Notary Public - State of r';ufl , CJ ,*- Commission No. V—F Pl-t My Commission Expires: 2dl SCPA Parcel View: 10-20-30-505-0000-0400 Onvid Johnson CM Property Record Card PR©OMW Parcel: 10-20-30-505-0000-0400 APPRAISER Owner: GARCIA-AGOSTO 3ULI0 A & CIPRIAN-COSME SYAMARA SEt11ilVOI..EC0UNTY.FWRIDA Property Address: 113 GROVEWOOD AVE SANFORD, FL 32773 Parcel: 10-20-30-505-0000-0400 Property Address: 113 GROVEWOOD AVE Owner: GARCIA-AGOSTO JULIO A & CIPRIAN-COSME SYAMARA Mailing: 113 GROVEWOOD AVE SANFORD, FL 32773- Subdivision Name: GROVEVIEW VILLAGE SST ADD REPLAT Tax District: Si-SANFORD Exemptions: DOR Use Code: 01-SINGLE FAMILY Value Summary 2015 Working Values 2014 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 100,292 90,997 Depreciated EXFT Value Land Value (Market) 20,000 12,000 Land Value Ag Just/Market Value 120,292 102,997 Portability Adj Save Our Homes Adj 0 4,869 Amendment 1 Adj 0 Assessed Value 120,292 98,128 Tax Amount without SOH: $1,252.78 2014 Tax Bill Amount $1,155.82 Tax Estimator TRIM Notice Help Save Our Homes Savings: $96.96 Does NOT INCLUDE Non Ad Valorem Assessments Page 1 of 2 http://www.sepafl.org/ParcelDetailInfo.aspx?PID=10203050500000400 8/19/2015 GENERAL CONTRACTOR CORP. 505 Suggs Rd Ste 200 Apopka FL 32703 PH: 407-477-2823 / FAX: 407-915-4300 Bid/Contractor Agreement THIS AGREEMENT made 2 day of , 20 K by and between CASTLE GENERAL CONTRACTOR CORP., hereinafter called the Co tractor and j\; o A . bweFc A,asl-o hereinafter called the Owner/Customer. Article 1. Scope of the Work The Contractor shall furnish all of the materials and perform all of the work specified on bid specifications the property with the following Legal Description: 113 Grovewood Ave Sanford FL 32773 Article 2.Contract Summary / Detailed Scope Item # Description Total 1 Window addition 1,950 a. Provide engineering for window addition and permits b. Install precast lintel and sill, reinforce and grout opening per engineering c. Repair block at exterior d. Install window sill to match at interior e. Closet Opening for wall unit at rear room 2 Window Replacement 420 a. Remove and replace window at master bedroom SPACE INTENTIONALLY LEFT BLANK> c GENERAL CONTRACTOR CORP. C STLC 3 Drywall Repairs + Misc 3,220 a. Garage- Replace (1) sheet at ceiling, scrape, skim, float and texture entire ceiling b. Dining Room - scrape, skim, float and texture entire ceiling c. Family Room - scrape, skim, float and texture entire ceiling d. Bedroom #1- Repair 1/2 sheet of drywall at wall e. Bedroom #4 (back) - Ceiling repairs + scrape, skim, float and texture entire ceiling f. Bathroom - Repair drywall at wall behind toilet g. Master Bedroom - scrape, skim, float and texture entire ceiling h. Game Room: Remove plumbing cabinet, Repair wall, repair cabinet inside kitchen. Ceiling repairs + scrape, skim, float and texture entire ceiling. Remove wall paneling Notes: Includes minor repairs at walls throughout residence TOTAL: $ Article 3.Contract Amount The contract amount is for _ dollars and 0 cents( ; d '. ). Plus additions and change order. Article 4.Time of Completion 5,590 n .,:e, lions per approved 1. Work should be substantially completed within 14 days from project. 2. If the contractor is delayed at any time in progress of the work by changes in the work, abnormal adverse weather, casualties or any causes beyond the contractor's control or by other causes which reasonably would justify delay, then the contract time shall be extend for a reasonable amount of time. 3. If contractor is delayed in achieving substantial completion by owners failure to make material or finish election promptly when requested, or to make payments when due then the contract time shall be extended. Page 2 of 4 4 GENERAL CONTRACTOR CORP. C STLC 4. If the owner requests additional work orders or changes in the existing scope of work, which would reasonably affect the project time, such period shall be extended for a reasonable period of time. 5. For the purposes of this contract, the work shall be substantially complete when Owner and Contractor have mutually agreed in the exercise of good faith in a list of minor, incomplete items of construction finish detail that remain to be completed by Contractor. (the "Punch List") 6. Owner and contractor shall exercise good faith and reasonableness in determining the Punch List. Article 5. Payments 1) PER 203K Draw Schedule Article 6. General Provisions Any alteration or deviation from the specifications, including but not limited to any such alterations of deviation involving additional material and/or labor costs, will be executed only upon written order for same, signed by Owner and Contractor, and if there is any charge for such alteration or deviation, the additional charge will be added to the contract price of this contract. If payment is not made when due, Contractor may suspend work on the job until such time as all payments due have been made. A failure to make payments for a period in excess of 30 days from the due date of the payment shall be deemed a material breach of this contract. In addition, the following general provisions apply: 1. Any representations or other communications not written in this contract are agreed to be immaterial, and not relied on either party. No agreements other than those specifically set forth in this contract shall be recognized and do not survive the execution of this contract. The entire understanding and contract agreement of the parties is contained in this contract agreement document(s). 2. Contractor assumes no liability / will not be held liable for wear and tear to driveways , parking lots, walkways. 3. In the event that payment is not made as noted on this contract, the amount or remaining balance due and owing shall bear interest at a rate of eighteen (18%) percent per annum until paid in full. 4. In the event that contractor is required to institute legal action, mediation and/or arbitration to enforce, construe, or interpret the terms and conditions of this contract, Contractor shall be entitled to its reasonable attorney's fees and court costs at any trial /court or appellate level and for any mediation and or arbitration. 5. The owner represents and warrants that he or she are the owners, or legal power of attorney, or legally authorized to approve contracts for improvements or restorations on the address of the land and premises located on article 1 of this contract. 6. The Contractor and any subcontractors employed shall be granted access to the jobsite until all work has been completed. 7. Owner shall provide the Contractor, at his expense, water and electricity throughout the duration of the project. 8. Contractor may at its discretion engage sub -contractors to perform work hereunder, provided Contractor shall fully pay said sub -contractor and in all instances remain responsible for the proper completion of this Contract. 9. All change orders shall be in writing and signed both by Owner and Contractor, and shall be incorporated in, and become part of the contract. 10. In the event Owner shall fail to pay any periodic or installment payment due hereunder, Contractor may cease work without breach pending payment or resolution of any dispute. 11. Contractor shall not be liable for any delay due to circumstances beyond its control including strikes, casualty or general unavailability of materials. Page 3 of 4 1 GENERAL CONTRACTOR CORP. CAI-STLE 12. Should any part of this contract be held invalid or unenforceable the remainder will still apply. 13. Contractor shall guarantee all work and materials for a period of 1 year following project completion. 14.Owner agrees to pay all collection fees and charging including but not limited to all legal and attorney fees should the owner default in payment of this contract. 15.Owner agrees to have received a copy of this document and agrees that it is a legal binding contract. Accepted By: (A Type Ownerl e Owner 1 Signature 7AcceptedBy:(!: ` Carlos R Fernandez — President Castle General Contractor Corp. Date: '--A — 2 6 — tS Date: -A--Z-4-Is' 2 r RECORD COPY w INSTALLATION NOTES: 1. ONE (2) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORSTO BE USED FOR PRODUCT INSTALLATION. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF t1/2INCH 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 IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/ MASONRY, USE ONE (1) 3126 INCH ITW TAPCON PER LOCATION OF SUFFICIENT LENGTH TO ACHIEVE 11141NCH MINIMUM EMBEDMENT. S. FLANGE INSTALLATION: FOR INSTALLATION THROUGH STEEL STUD USE ONE (1) #10 SELF -TAPPING SCREWS PER 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) #8 SELF -TAPPING 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 MORTARJOINTS. 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 BYTHE ANCHOR MANUFACTURER. 11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: T- A.CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. B. MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1(OR GREATER). q C. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS.(20 GUAGE) 4 PLY GEM 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/WOMA/CSA 101/I.S.2/A440-05 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE 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 S FOR GLAZING DETAILS. B. DESIGNATIONS X"AND"O"STAND FOR THE FOLLOWING: X: OPERABLE PANEL O: FIXED PANEL i D "f1 N stir o LP .,, to TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 A GENERAL & INSTALLATION NOTES 2 ELEVATIONS & ANCHOR LAYOUTS 3 4712FL VERTICAL & HORIZONTAL SECTIONS 4 4712F VERTICAL& HORIZONTAL SECTIONS 5 4812F VERTICAL& HORIZONTAL SECTIONS PRODUCT OVERALLSIZE DP RATING PSF) MISSILE IMPACT RATINGWIDTHHEIGHT 4712FL 48" 83.93" 50/-70' NOTRATED 4712FL 53" 72" 50 / -60 NOT RATED 4712F 53" 72" 50 / -60 NOT RATED 4712F 48" 83.93" SO / -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: 2015.04.1010.48.44-04'00' PLY 433 N. MAIN ST.. PO BOX 559. ROCKY MOUNT VA 24151 PH: 540484-6348 FX: 540-494-6683 m kn m Z# U)m aNZZZO= 7 < V Cw< O W< HI<im v Fy2 W 1 II < Z ^ 3 w--I COW aa0 d W a o K 01 U1 coj U) em zi a: c<iZluIV)o 3 PGW0214 SHEET: I OF 5 UNIT MAX. WIDTH 53.00" D.L.O MAX. WIDTH 49.44" 3 4 rD 3 „ 0. UNIT MAX. HEIGHT 72.00" H A E 3 4 SASH MAX. WIDTH 51.25" ELEVATION Y D.L.O. MAX. HEIGHT 33.25" SASH MAX. HEIGHT SEE ANCHOR SEE ANCHOR SCHEDULE SCHEDULE ANCHOR LAYOUT D.L.O MAX. WIDTH 44.31" K- D 5 3 UNIT MAX. HEIGHT 96.00" SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE UNIT MAX. WIDTH 48.00" 5 B F 3 q 0" D.L.O. MAX. HEIGHT 45.56" SASH MAX. HEIGHT 35.88" H "X" C Go. L- 4 3 4 5 SASH MAX. WIDTH 46.25" EDGE HEAD SILL JAMB O.C. CORNER ANCHOR TYPE INSTALLATION QTY PER SUBSTRATE EMBEDMENT DISTANCE O.C. DISTANCE O.C. DISTANCE DISTANCE DISTANCE TYPE LOCATION IN.) IN.) IN.) IN.) IN.) IN.) 8 SELF -TAPPING FIN 1 STEEL STUD 3 THREADS N/A 12 12 9 4 3/16" ITW TAPCON FLANGE 1 CONCRETE/MASONRY 1.25 2.5 20 20 4 10 SELF -TAPPING FLANGE 1 STEEL STUD 3 THREADS N/A 20 1 20 1 4 PLY GEMWINDOWS, 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540-484-6683 m 0 o o oe Q lumNnmQ in 10 co w_ F' F4 w CI a M a •n I a o z mZ a"' 3 uz2= m In IQ IV) DWG #: PGW029 SHEET: 2 OF rJ 1/4" MAX. 3/16" ITW TAPCON SHIM SPACE INSTALLATION ANCHOR 3 THREADS MIN. ENGAGEMENT f PLY GEM CONCRETE/ MASONRY BY OTHERS I WINDOWS. CAULK BETWEEN 2 1/2" MIN. EDGE DISTANCE INTERIORlOSELF-TAPPING SCREW - 33N.Aumisr.,PoeoxSsv, CONCRETE/ MASONRY d IX INSTALLATION ANCHOR ROCKY MOUNT. VA 24151 WOOD BUCK BY OTHERS PH: 540-4a4a34e FX: 540-484-6683 IX WOOD BUCK BY OTHERS METAL STUD FRAMING SEE GLAZING m m EXTERIOR 1 1/4" MIN. EMBEDMENT BY OTHERS DETAIL 1 Z < N 4.i # Z , $ OTHERS 8 Q H o a mO= SHEATHING' o w BY OTHERS N a Z m m m PERIMETER CAULK ( 1 1/4" MAX. SHIM SPACE EXTERIOR v zo Q Q H< w Z HZ BY OTHERS w H a m w o aWINDOW / J 11 HEIGHT EXTERIOR FINISH a SEE GLAZINGO.A. BY OTHERS a u EXTERIOR DETAIL I PERIMETER CAULK WINDOW — INTERIOR BY OTHERS WIDTH a R VERTICAL SECTION HORIZONTAL SECTIONep3HEAD -1XWOOD/CONCRETE/MASONRY 3 JAMB -STEEL STUD FRAME co 4712 FLANGE 4712 FLANGE f 11/4" MIN. EMBEDMENT O SHIM SPACE CONCRETE/ MASONRY BY OTHERS p CAULK BETWEEN f--1 EXTERIOR INTERIOR CONCRETE/ MASONRY S IX WOOD BUCK BY OTHERS L1.1 INTERIOR IX WOOD BUCK I:y w SEE GLAZING BY OTHERS DETAILS s• 3/16" ITW TAPCON INSTALLATION ANCHOR O.A. / WINDOW o I* HEIGHT STRUCTURAL GRADE 1/4" MAX. 2 1/2" MIN. Q,.•• SILICONE BY OTHERS SHIM SPACE EDGE DISTANCE 0. EXTERIOR FINISH t1 BY OTHERS IX WOOD BUCK SEE GLAZING N BY OTHERS • • • • DETAIL 1 EXTERIOR FINISH i 7, BY OTHERS a a L m LLm vl CAULK BETWEEN EXTERIOR CONCRETE/ MASONRY 61X " PERIMETER CAULK O.A. BY OTHERS e m Z110WOODBULKBYOTHERS WINDOW o CONCRETE/ MASONRY BY OTHERS WIDTH as DWG #: PGW029AVERTICALSECTION //C HORIZONTAL SECTION 3 SILL -1XWOOD/CONCRETE/MASONRY 3 JAMB -IX WOOD/CONCRETE/MASONRY SHEET: 3 of 54712FLANGE4712FLANGE BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. WINDOW HEIGGHT 1 EXTERIOR i EXTERIOR O.A. WINDOW HEIGHT I L SEE GLAZING DETAILI 3 THREADS MIN. ENGAGEMENT 1/4" MAX. SHIM SPACE INTERIOR eVERTICAL SECTION HEAD-1XWOOD/CONCRETE/MASONRY 4712 FIN SEE GLAZING DETAILI PERIMETER CAULK BY OTHERS 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS INTERIOR 1/4" MAX. SHIM SPACE 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 1/4" MAX. SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING I BY OTHERS i 3 THREADS MIN. 1 ENGAGEMENT SHEATHING—....:. BY OTHERS EXTERIOR FINISH BY OTHER5 PERIMETER CAULK O.A. BY OTHERS WINDOW WIDTH G HORIZONTAL SECTION 4 JAMB -STEEL STUD FRAME 4712 FIN EXTERIOR H VERTICAL SECTION 4 MEETING RAIL PLy GEMWINDOWS: 433 N. MAIN ST., PO BOX 559, ROCKY MOUNT, VA 24151 PH: 540-484-6348 FX: 540484-6683 J mMINTERIOR F J M Z# 5 8 ASEEGLAZINGa = vi DETAILI z p o v a<uOu Nta m< m Z<mm v v11iZ f4 ZJO U LU n n < ammm 0 w o ° d MEXTERIOR a a mZ O Z p u LJJLu aC INTERIOR U, m Jh m Z7- U, m S u Z ama DWG #: PGW029 SHEET: 4 OF 5 Y '" 1 r T SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. ( 1 WINDOW HEIGHT j SEE GLAZING DETAILI 3 THREADS MIN. ENGAGEMENT #8 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD FRAMING BY OTHERS 1/4" MAX SHIM SPACE 3/4" O.A. INSULATED GLASS INTERIOR DOW 1199 SILICONE VERTICAL SECTION 5 HEAD-IXWOOD/CONCRETE/MASONRY 4812 FIN 1/2" MIN. 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