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Home My WebLink About3301 S Park Avea a pUG .g CITY OF SANFORD BUILDING & FIRE PREVENTION 13 PERMIT APPLICATION Application No: i5aq `1 Documented Construction Value: $ O') t 9 Job Add ress:3 I( hyQ - Historic District: Yes No ParcelID: 'a a0—J S O" OD_ 00 Zoonninng:. Description of Work: (l(p `s—`'—' t Plan Review Contact Person: IJ Ino tkS Title: C oa 9 7, Phone: -- E-mail: L CA1.t La- ° Fax o Property Owner Information Name Of(CSL`11 S Phone: 7Dlo `) i Street:5 0y y__ Resident of property? City, State Zip: Contractor Information Name P-"fCX C.t yid s C oUS Phone:Z Street:Tblx_X ?C't t Fax: City, State Zip: lf A State License No.: kC: M-2 zj Architect/Engineer Information Name: N Phone: Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: No. of Dwelling Units: Electrical New Service — No. of AMPS: Fax: E-mail: — Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No. of Stories: Flood Zone: Plumbing New Construction - No. of Fixtures: Mechanical (Duct layout required for ncvv systems) Fire Sprinkler/Alarm No. of beads: Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FUC) 731.135(5)(6) Florida Statutes. REV 07.14 900 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. 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. 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. 4T Signature of Owner/Agent Date signature ntmctor/Agen ate Print Owner/Agent's Namc Signature of Notary -State of Florida Date Owner/Agent is Produced 1D APPROVALS; COMMENTS: Personally Known to Me or Type of ID 3O ZONING: —(-II: /407>UTILITIES: ENGINEERING: FIRE: Print Contractor/Agent is Produced ID CHRISTY M GALAS MY COMMISSION #FF049697 EXPIRES September 29, 2017 Personally Known to Me or Type of ID WASTE WATER: BUILDING: c a'(I-( Shall be inscribed with the date of application and the code in eff ect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes. REV 07.14 REQUIRED INSPECTION SEQUENCE PP BP# #15 - 2 4 9 1 Address: 7 3o I S nAtt AVE - BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Slab / Mono Slab Pre our 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 Roof Final Stucco / Siding Insulation Final Final Utility Building a 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) REVISED: June 2014 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 00 a in mN A m n m 0` 10 CDw Ldo H M W ti w o a t Ln ti 4-0L_ CL0 Ch MN 01 M tL O Ll1 0 N STORE COPY ORE LIMITED TN RULES APPLICABLE IN COURT. Arbitrator decisions are as enforceable as any court order and are subject to VERY LIMITED - VIEW BY A COURT. FOR MORE DETAILS: Review the section titled ARBITRATION AGREEMENT, WAIVER OF JURY TRIAL AND WAIVER OF CLASS AC- TION ADJUDICATION found in the Terms and Conditions of this Contract. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where applicable SUB -TOTAL $1034.7 TAX $ 0.0 DELIVERY $ 0.0 ORDER TOTAL $1034.7 BALANCE DUE Work is to commence upon reaq0able av ilablity of Contractor which is anticipated to be e4AU9 [fill in date]. Estimated completion date is _00fill in date]. NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. DO NOT SIGN THIS CONTRACT UNTIL COMPLETE AND YOU HAVE READ THE TERMS AND CONDITIONS OF THIS CONTRACT. BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH ON THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE TO OWNER: -ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS 713.001- 713.37, FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS KNOWN AS A CONSTRUCTION LIEN. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCON- TRACTORS, SUB -SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR WILL TO PAY FOR LABOR, MATERI- ALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE, YOUR CONTRACTOR IS REQUIRED TO PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COM- PANY THAT HAS PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND IT IS RECOMMENDED THAT YOU CONSULT AN ATTORNEY. Store 1657 Project No. 448714549 for CONSTANCE DAVIS Page 3 of 7 o_ m NM in mN m n 0 O O 0 w o H M W wo XNt ti L CL 0 WITNESS OUR HAND(S) AND SEAL(S) BELOW Lowe's Home Centers, LLC YO By: !-$ c - ( Seal) Print Name: b &&zuM Address 7L32.'7' 13 City State / Province Zip / Postal Code Customer acknowledaes receipt of a true copv which was completely filled in prior to STORE COPY Co -Owner or Witness ( Seal) Print Name er's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Bight to Cancel for an explanation of this right. Store 1657 Project No. 448714549 for CONSTANCE DAVIS Page 4 of 7 SCPA Parcel View: 12-20-30-502-0000-0400 0,%%4d Johnson, CFA Property Record Card PROPERTY Parcel: 12-20-30-502-0000-0400 APPRAISER Owner: DAVIS CONSTANCE V Sl M1N1 eCOLsnl' yFU)RIDA Property Address: 3301 S PARK AVE SANFORD, FL 32771 Parcel: 12-20-30-502-0000-0400 Property Address: 3301 S PARK AVE Owner: DAVIS CONSTANCE V Mailing: 3301 PARK AVE S SANFORD, FL 32773 Subdivision Name: SOUTH PINECREST 3RD ADD Tax District: Sl-SANFORD Exemptions: 00 -HOMESTEAD (2007) DOR Use Code: 01 -SINGLE FAMILY 40 44 Value Summary f : Tax Amount without SOH: $1,147.54 A 1 2014 Tax Bill Amount t $ 1,038.77 s , Tax Estimator Save Our Homes Savings: $108.77 Does NOT INCLUDENonAd Valorem Assessments ---- Legal Description LOTS 40 + 41 SOUTH PINECREST 3RD ADD PB 11 PG 63 Taxes Taxing Authority 2015 Working 2014 Certified j Taxable Value Valuesj Values Valuation Method Cost/Market _ i Cost/Market Number of Buildings 1.. 25,000 Depreciated Bldg Value 72,254 ._ h 69,987 _.. Depreciated EX FT Value 3,838 3,925 Land Value (Market) 23,800 I $23,800 County Bonds$92, 988T^$ 50,000 T Land Value Ag J ust/Market Value 99 ,892 97,712 i Portability Adj Save Our Homes Adj 6,904 5,462 Amendment 1 Adj Assessed Value 92,988 92,250 f : Tax Amount without SOH: $1,147.54 A 1 2014 Tax Bill Amount t $ 1,038.77 s , Tax Estimator Save Our Homes Savings: $108.77 Does NOT INCLUDENonAd Valorem Assessments ---- Legal Description LOTS 40 + 41 SOUTH PINECREST 3RD ADD PB 11 PG 63 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value I Units Price County General Fund 92,988 50,000 ' 42,988 Schools 92,988 25,000 67,988 City Sanford mm 92,988 50,000. 42,988 SJWM(Saint Johns Water Management) M^ 92,988 50,000 - 42,988 County Bonds$92, 988T^$ 50,000 T 42,988 Sales r -- Description DateBook I Page Amount _ - y Qualified Vac/Imp11- 08513WARRANTYDEED7/1/2015 0409 $195,000 Yes Improved WARRANTY DEED 8/1/2006 06411 0885 $235,000 Yes Improved WARRANTY DEED- 1/1/2005 05614 0685 $165,000 Yes w Improved WARRANTY DEED 7/1/2002 _ 04453 0364 $89,000 No Improved Find Comparable Sales within this Subdivision v _ F I E...._... _.._....._..__._ -.............................. ... ..._._ . -. __ _.._..._......... .._..__.._ - Building Information j I Descri tion Year Built Fixtures I Base Area Total SF LivingSF Ext Wall Ad' Value Repl ValueipActual/Effective ] Appendages 1 1958 6 2,210 2,827 2,210 $72,254 $117,965----I; Method Fro http://www.scpafl.org/ParcelDetailInfo.aspx?PID=12203050200000400 Page 1 of 2 8/3/2015 ntage Depth Units I Units Price Land Value LOT 0 0 1 28,000.00 23,800 F I E...._... _.._....._..__._ -.............................. ... ..._._ . -. __ _.._..._......... .._..__.._ - Building Information j I Descri tion Year Built Fixtures I Base Area Total SF LivingSF Ext Wall Ad' Value Repl ValueipActual/Effective ] Appendages 1 1958 6 2,210 2,827 2,210 $72,254 $117,965----I; Method Fro http://www.scpafl.org/ParcelDetailInfo.aspx?PID=12203050200000400 Page 1 of 2 8/3/2015 f dame 1m roveme t Warehouse LO Els 1 IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint Christy Galas, Megan Constable, Gregory Galas, Naomi Mason, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Jared Davis or Sabrina Sierens, a permit service for Lowes Home Centers, to be my lawful attorney in fact to act for me to register my license and apply to: Y_( for a YiCJ r permit for work to be performed at: Lot: Blk: Sec: Twp: 20 Rge: Subdivision: inI t"(1'QS 6UA arcel or Altkey: Address of Job:3J u S Pa%l 6W n Owner of Property: \ O%1S t Clk ce `I (A and to sign and do all things necessary to this appointment. Thank you i our assistance. Sin, 'ely, i Pet Antho afaro III Pima ate Qualifier 508417 State of Florida County of Orange The fbregoi2f instrument w s acknowledged before me by Peter Anthony Cafaro III, who is personally known to me and who did of take an oath. I /% to and subs/r e is _day of. 20ig;7— My C_gRfmission Expires: 10/21/2014 _ [SEAL] CHRIS7'Y M GA_ S lo. y COMMISSION #FF04 97 IS3 EXP'RES September 29, 2017Florid.nl-._ _ O J QUG City of Sanford D Doors -Windows Application Checklist BY. V All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: All permit applications must be complete prior to acceptance. A complete application shall include the following: I1 Building Permit Application completed, signed and notarized. Application must include correct address and complete parcel I.D. number. 7 Copy of applicable contractor's license issued by the State of Florida (if the contractor is the applicant). A site specific notarized power of attorney shall be required from the licensed contractor if he/she appoints an employee of his/her company to sign the permit application as the contractor. Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida (must be submitted with each application if contractor is the applicant). 1 Completed and signed Owner Builder Statement / Affidavit (if the owner is the applicant). Two (2) copies of the floor plan indicating size, type and location of windows/doors. Completed and signed Statewide Product Approval Specification Form. Two (2) copies of the manufacturer's installation instructions. These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and may not he complete. The applicant is required to meet all City of Sanford, state, and federal code requirements. March 2013 RECORD COPY PRODUCT APPROVAL SPECIFICATION §HEE-Ts ?ots As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approv I numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a buildi recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Statewide approved products are listed online @ www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Approval Numbers) 1. EXTERIOR DOORS — _ — 1 -- —\ A. SWINGING l w cogr B. SLIDING -- - - - - - - - -- C. SECTIONAL/ROLL UP iD. OTHER ------ ---} - - 2. WINDOWS A. SINGLE/DOUBLE HUNG B. HORIZONTAL SLIDER C. CASEMENT D. FIXED REVIEWED FOR COBE COi1APLlANCiE---------- - IE MULLION - - - --- --- 1 F.. SKYLIGHTS - IPLANSEXAMINER--- ----- G. OTHER ATEDATE- i3. PANEL WALL ----- 13. L ----- A.SIDING IB. SOFFITS C. STOREFRONTS ID. GLASS BLOCK- - -- -- fE.OTHER - - -- - - ANFORiLBUILDING -DIVISION----- A I=HPJ1iT ISSUED -SHALL Br CONSTRUEDTO BEA--- - ICNSE iO-PROCEED WITH THE WORK AND NOT AS--- 4. ROOFING PRODUCTS A. ASPHALT$HINGLES A THORITY-TC-UIDLATE,CANCEL,ALTER ORSET__ ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL B. NON-STRUCT METAL_ C.ROOFINGTILES D. SINGLE PLY ROOF E.OTHER________ - --- -- CODE=S, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE- UILDINGOFFICIALFROMTHEREAFTER------ `} REQUIRINGA£ORRECTION OF ERRORS IN PLANS,- - - - CONSTRUCTION -OR -VIOLATIONS OF THIS CODE 5. STRUCT COMPONENTS A. WOOD CONNECTORS B.WOOD ANCHORS LDI/yv, C. TRUSS PLATES D. INSULATION FORMS fE. L(NTELS- - - - -- F. OTHERS— - - ---- R -T%- 6. NEW EXTERIOR E_NV_ELOPE PRODUCTS_ A. - - - -- - -- ---- The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. R-1305 01-04 Florida Building Code Online w.. Fiodda Deparn, enjj BCIS Home j Login i User Registration ; Hot TopicsPructBusiness Professibrial a USER Public U eeroval Regulation Page 1 of 1 Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map ; Links Search il!!}I!lff!lfi T RRlfIRl Product AODrpyal Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications Refine Search 2014 FL# 13540.1 ALL Product Manufacturer ALL ALL Subcategory ALL ALL Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALL ALL Product Description ALL ALL Approved for use outside HVHZ ALL ALL Design Pressure ALL ALL FL# Type Manufacturer Validated By Status FL13540- Revision JELD-WEN FL#: FL13540.1 National Accreditation & Management Institute, Approved R3 History Model: Contours 804) 684-5124 Description: 3'-2" x 6'-10", Opaque Steel Wood Edge Inswing and Outswing Door Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1240 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: piaw I eCkaV M Cr ISAFF. http://www.floridabuilding.org/pr/pr_app_lst.aspx 8/3/2015 24 THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-00, E283-04, E1886-05, E1996 -05b & AAMA 1304-02. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WD) 4 RATING. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1. SCALE BASED ON 11x17 SHEET SIZE. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1.0. DOOR LEAF CONSTRUCTION: TS: THE FACE SHEETS ARE GLUED TO AND SUBSTRATE WITH LMC ADHESIVE. GN: THE CORE CONSISTS OF 1-1.25 POUND PANDED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24 -GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90" OVER THE 1.688"X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688" X 1.203" BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25 -GAUGE (.018" MIN) STEEL. THE LOCK BLOCK IS 1.688"X 3 1/8"X 12" FINGER JOINTED PINE. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.75" AIR SPACE. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7/16"X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7/16"X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL ASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/16" HOLE DRILLED AT THE CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING _ UNITS WITH AN INACTIVE PANEL, TAKE A 1/2" HOLE AT THE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO 98 X 2-1/2" SCREWS TO RECEIVE THE BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2" HOLE AT THE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 21/2" SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. RAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF VENEER LUMBER (LVL). THE FRAME CORNERS ARE JOINED USING RABBET 74" MAX. OVERALL FRAME WIDTH 72 1/4" MAX. PANEL WIDTH 3/8" WITH ASTRAGAL w / \ I— 25 = c J w w> zOw17Ev Q NOTE 2 \ / NOTE 2 m cD \ / INACTIVE ACTIVE ASTRAGAL A B DOUBLE UNIT (XX) NOTE 2 INSWING IMPACT) TARLF OF C(1NTFNTR SHT# DESCRIPTION 1 INSWING ELEVATIONS & GENERAL NOTES 2 INSWING ELEVATIONS 3 INSWING ELEVATIONS & BILL OF MATERIAL 4 INSWING VERTICAL CROSS SECTIONS 5 INSWING VERTICAL CROSS SECTIONS 6 INSWING HORIZONTAL CROSS SECTIONS 7 INSWING HORIZONTAL CROSS SECTIONS 8 1 OUTSWING ELEVATIONS 9 OUTSWING VERTICAL CROSS SECTIONS 10 OUTSWING VERTICAL CROSS SECTIONS 11 OUTSWING HORIZONTAL CROSS SECTIONS 12 OUTSWING HORIZONTAL CROSS SECTIONS 13 ANCHORING LOCATIONS 14 ANCHORING LOCATIONS 15 ANCHORING LOCATIONS & DETAILS 16 UNIT COMPONENTS TABLE 1 JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1"X 1/2" CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 98 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTF OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16"X 2" STAPLES. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7116" AIR GAP. NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE I lly signed by Hermes F. Norero, P. EIn: I am approving this document = _ 2014.11.1110.04:34 -05'00' *, 0 mn ci rn J m U (r_jIn Z_OQM ZLULL00 F- LU t- J 2 3 M Nc D_ DATE 12/31!09 DWG.BYG.LUBBEC CHK.BY: S. FREY J W 162009 DESIGN PRESSURE RATING DESIGN PRESSURE RATING: SINGLE DOOR WITH & WITHOUT SIDELITE(S) AND/OR TRANSOM DOUBLE DOOR W/O SID LITE OR TRANSOM INSWING POSITIVE 55 55 NEGATIVE 55 55 OUTSWING POSITIVE 55 55 NEGATIVE 55 55 JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1"X 1/2" CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND 98 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTF OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16"X 2" STAPLES. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7116" AIR GAP. NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE I lly signed by Hermes F. Norero, P. EIn: I am approving this document = _ 2014.11.1110.04:34 -05'00' *, 0 mn ci rn J m U (r_jIn Z_OQM ZLULL00 F- LU t- J 2 3 M Nc D_ DATE 12/31!09 DWG.BYG.LUBBEC CHK.BY: S. FREY J W 162009 64 1/2" MAX J OVERALL WIDTH 58 1/2" MAX. D.L.O. N Q ` NOTE 2 SC7 25 w x ] 7 J W o x d t66 W4 o 0m 2 6 PP NOTE B o / NOTE 2 rn 7" MAX. A B NOTE 24 4 12" MAX. NOTE 2 35 3/4" MAX PANEL WIDTH PANEL WIDTH TYP. MULL POST TRI UNIT (0/OXO) INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES & TRANSOM) 26 25 SO O J 6 J o G z 6Z< NOTE 2 m 7" MAX. _ D.L.O. Ili 64 1/2" MAX O.V.A WIDTH 35 3/4" MAX PANEL WIDTH DATE 12/31/09 SCALE: 1/2" = 1' 51" MAX OVERALL WIDTH CHK.BY: S.FREY DRAWING NO.: JW162009 SHEET 2 OF 16 26 f SC7 JJ o 17 c QV O W NOTE 2 6 J m rl 4 Qa NOTE 2 NOTE 2 NOTE 2 5 4 4 12" MAX' PANEL WIDT TRI UNIT (OXO) TYP INSWING IMPACT DOOR WITH NON -IMPACT SIDELITES) 37 1/2" MAX O.V.A. FRAME WIDTH 26 _ Ow 0 25 x W \ J Lu w J Q D_ L 17- D 6 0s NOTE 2 / NOTE 2 A B NOTE 2 35 3/4" MAX. PANEL WIDTH SINGLE UNIT (X) INSWING IMPACT) NOTE 2 12" MAX. PANEL WIDTH 2 35 3/4" MAX PANEL WIDTH DUAL UNIT (OX) INSWING IMPACT DOOR WITH NON -IMPACT SIDELITE) NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE CONSTRUGIVIOW 0 co 0 m J of m f— Co Z 0'< M W LL C W Y = DO Q a p r 2 Lo w n :52 3mY(L w W —Wow 00cl) 39. O vN Q 0Yz w w3 w W ^ C9 w z r U) D, Zcn 3 rwz yZ omaO z 00 - a U a y0 '_ Ax, C• •dC•F \ riot J yyg" etl1ApDaf O,CS FSPOe iC 61A kWaUMiNo 29578 DATE 12/31/09 SCALE: 1/2" = 1' 51" MAX OVERALL WIDTH CHK.BY: S.FREY DRAWING NO.: JW162009 SHEET 2 OF 16 26 f 25 x O W W J 6 J 4 Qa NOTE 2 17 NOTE 2 Os m a 7" MAX. MULL POST D.L.O. NOTE 2 12" MAX. PANEL WIDTH 2 35 3/4" MAX PANEL WIDTH DUAL UNIT (OX) INSWING IMPACT DOOR WITH NON -IMPACT SIDELITE) NOTES: 1- ALL VIEWS FROM INTERIOR. 2 - MASONRY AND CONCRETE CONSTRUGIVIOW 0 co 0 m J of m f— Co Z 0'< M W LL C W Y = DO Q a p r 2 Lo w n :52 3mY(L w W —Wow 00cl) 39. O vN Q 0Yz w w3 w W ^ C9 w z r U) D, Zcn 3 rwz yZ omaO z 00 - a U a y0 '_ Ax, C• •dC•F \ riot J yyg" etl1ApDaf O,CS FSPOe iC 61A kWaUMiNo 29578 DATE 12/31/09 SCALE: 1/2" = 1' DwG•eC,.LUBBECKE CHK.BY: S.FREY DRAWING NO.: JW162009 SHEET 2 OF 16 p 37 1/2" MAX O.V.A. FRAME WIDTH N 0 31 1/2' MAX. D.L.O. rGMnN 7 7 NOTE 26 = 25 \ W Q O Luz a 7 D 7 6 NOTE 2 / NOTE 2 m C D NOTE 35 3/4" MAX. PANEL WIDTH SINGLE UNIT (O/X) INSWING IMPACT DOOR WITH NON-IMPACTTRANSOM) Item DESCRIPTION Material NOTES: 1- ALL VIEWS FROM INTERIOR. 2- MASONRY AND CONCRETE CONSTRgQ F)ST 11 7i pO 7 5T T 0;,N, • i FSPE'CMot /,/IA6ii .29578 0 rn J afmo Lo z p ¢ M Z w t' m W Y = co o m Q W n 2 co Y 11 1 HINGE JAMB 1 114" X 4-9116" FINGERJOINTED PINE PINE 2 HEAD JAMB 1 1/4' X 49116' FINGERJOINTED PINE PINE 3 LATCH JAMB (1-1/4"X 4-9/16' FINGERJOINTED PINE PINE 4 SIDELITE JAMB 1-1/4' X 49/16' FINGERJOINTED PINE PINE 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112' MIN, EMBEDMENT STEEL 6 4' X 4' BUTT HINGE 12GA..089" MIN STEEL 7 #9 X 314' PHILLIPS FLATHEAD WOOD SCREW STEEL 8 #10 X 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 9 3116" ITW BUILDER TAPCON WITH 1 114" MIN. EMBEDMENT STEEL 10 COMPRESSION WEATHERSTRIP FAM 11 INSWING THRESHOLD ENDURA MODEL LZAILPS6WMF120 6063-TS/COMP. ALUMINUM 12 #8 X 21/2' PHILLIPS FLAT HEAD WOOD SCREW STEEL 13 EXTRUDED GLOBAL 6063•T6AL ALUMINUM 14 NOT USED 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL W o pw O w 0 3 --0 O(INCO p m Z J°33 p D m-0 O O 9 oz a U coJoO w W!¢ w m zo s w vi mz ' a 20 LOCK BLOCK 1-11/16" X 3-1/8" X 12 FINGERJOINTED PINE TREATED PINE 21 ODL LIP -LITE FRAME PLASTIC 22 1" O.V.A. INSULATED TEMPERED GLASS GLASS 23 16 Ga. 7/16" CROWN X 2" LONG STAPLES STEEL 24 CORRUGATED NAIL 1/2" X 1-1/16' 25 GA. STEEL 25 KWIKSET LOCK SERIES 400 STEEL 26 KWIKSETDEADBOLTSERIES660 STEEL 27 #8 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 29 NON -COMPRESSION SHIM WOOD 30 EXPANDED POLYSTYRENE (1.0 TO 1.25 pcf DENSITY) DATE: 1-1-01 12/31/09 g> mem 0w Q z V=0 W UD- oWItz p0W wooW xoN w N o o ni z w ao z s 1/2•=1 OWG.6G.LUBBECKE cHK.eY: S. FREY DRAWING NO.: JW 162009 SHEEP 3 OF 16 MFG BY JELD•WEN FOAM 31 STEEL DOOR PANEL SKIN MATERIAL (24 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.021' MIN. THICK. FIBERGLASS 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL 33 CORNER PADS 2°, LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP FOAM 34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5ICOMPOSITE ALUMINUM 35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE 36 318' ROUNDED SCOTIA PLASTIC 37 SILICONE BEAD DOW 1199 SILICONE 38 JAMB, 1-114" X 4-112" FINGERJOINTED PINE LVL 39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063 -TS ALUMINUM 40 ASTRAGAL BOLT 0.313 DIA. STEEL 41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD 42 11/16 O.VA. INSULATED 1/8' ANNEALED GLASS GLASS 43 1'STEELBRAD STEEL 44 ALUMINUM GLAZING SPACER AL./SEALENT 45 GLAZING CLIP CELLULAR PV 46 SASH CELLULAR PV 47 STRIKE PLATE GLOBAL STEEL 48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY STEEL 49 BOTTOM ASTRAGAL INSERT PLUG GLOBAL PLASTIC