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Home My WebLink About2908 Magnolia Ave9 NOV 2 2 2016 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION l Application No: Lf 313 I Documented Construction Value: S /� V Jab Address: ak)(?:� maaw-'k lq pwie Historic District: Yes ❑ No Parcel 1D: (7 l - "Lo' ;%-s4 -Ouo O' 005y Residential W Commercial ❑ Type of Work: New ❑ Addition ❑ Alteration ® Repair ❑ Demo ❑ Change of Use❑ Move ❑ Description of Work: REPLACE Pec M•lk neb w S Cly C� Plan Review Contact Person: MEGAN CONSTABLE Title: AGENT Phone: 352-300-3360 Fax: 352-861-7587 Etnail: PERMITSPLUSLLC@GMAIL.COM ` Property Owner Information Nam 'u ',I—Q, Phone: Street: _ b QL� AFS,Z°t k LolyQ, fflaM Ifl-1 Resident of property." : YES City, Slate Zip:14te- rn,G.M, P` RS Contractor Information Name LOWES - PETER A CAFARO Phone: 352-300-3360 Street: PO BOX 781933 Fax, 861-7587 City, Slate Zip: ORLANDO, FL 32878 Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: State License No.: CGC1508417 Architect/Engineer Information Phone: Fax: E-rtuil• Mortgage Lender: Address: WARNING TO OWNER; YOUR FAILURE TO RECORD A NO'riCE OF COM0VIENCE,NtENT MAY RESULTIN YOUR PAYING TWICE FOR I,MPROVEINIF;NT'S To YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON TIIE JOB SITE BEFORE TIIE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITll YOUR I.ENDER Olt AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF coMl%iENCEMENT. 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. 1 understand [lint a separate permit must be secured for electrical work, plumbing, signs. wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FITC 105.3 Shall be inscribni with the date of application and the code in effect its of that dote: 5t' Edition (2013) Florida Building Code Revised: lune 30, 2015 PC= Application 4)4*1� .- NOTICE: In addition to the requirements of this permit. there may be additional restrictions appliceble 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 mamgmant districts, state agencies, or federal agencies. Acceptance orpenrdt is verification that 1 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 emoted contract is required in order to calculate a plan review charge and will be considered the estimated construction value orthe job at the time or 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 kcal 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 inrormation is accurate and that all work will be done In compliance with all applicable laws regulating construction and zoning. srromoro-anam ew Dore Print 0w=dAVw*s Name siQpmure or Nemy-s uo or nw Wa one k-kaeJA G*,&y-c- �k � i Q Sitnom onuectoNAaau tote MEGAN CONSTWILE Prus ' ✓ u t•IQ ItP Sip a ue or Nonn•Sumortlorda Date_ _ CHRISTY M GALAS My COIAMISS ION :FF049697 EXPIRES September 29, 2017 Owner/Agent is Personally Known to Me or Cont a or Produced ID Type of ID Produced ID �� Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[3 Electrical[] Mechanical ❑ Plumbing❑ Gas[] Roof ❑ Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: g of Stories: New Construction: Electric - # of Amps Plumbing - # or Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ g of Heads Fire Alarm Permit: Yes ❑ No ❑ APPROVALS: ZONING: 1 Z2 1 UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: 5tr i a-li, RevaW. lune 30.2015 Pamir ApOwrioe REQUIRED INSPECTION SEQUENCE RP# IG -3'S7 Address: BUILDING PERMIT Min Max Inspection Description Footer / Setback Stemwall Foundation / Form Board Survey 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 Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Buildin Final Door MCC Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building Other REVISED: June 2014 ELECTRICAL PERMIT Min I Max I Insaection Description Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. ` Pre -Power Final Electric Final MECRANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Ndin Inspection Description Gas Underground Gas Rough Gas Max Final IMPROVING HOME IMPROVEMENT P. O. Box 781993 Orlando, Florida 32878 Phone: (407) 393-9161 Facsimile: (407) 407-393-9151 Limited Power of Attorney Date: 1 \ To: Building Dept. From: Peter Anthony Cafaro III I hereby name and appoint, Megan Constable, Gregory Galas, Naomi Mason, Anne Romano, Donna Malvar, Joshua Galas, Alivia Terriaca, Michaela Spena, Phillip Romano, 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: nJ6rd for a permit for work to be performed at: Lot: Blk: Sec: b— Twp: 20 Rge: 70 Subdivision: QOSRI inn He;(4INr�eI orAItkey:bIZo3(�cIa oto yoboSU Address of Job: f G�S ' V IQ01 hDIto Ry R' Owner of Property:GL)n l rr__Ll'- Var+ntrs I I L and to sign and do all things n cessary to this appointment. Thank you for your ante. Sincerely, Peter Anthony Cafaro III Primary State Qualifier CGC 1508417 State of Florida County of Orange The foregoing instrument was a owledged before me by Peter Anthony Cafaro III, who is personally ]mown to me and who did not take an oath. Sworn to and subsc ' ed b re me this ___L4__day of iJ0 2016. Notary Public My Commi io�ires:/21/2016ar►' • (SEAL) `sod: CHRISTY M GALAS t•AY COtvIA•iISSION #FF049697 r '�c opt EXPIRES September 29, 2017 (407) 398.0153 Flondallotaryserviee.com RECORD COPY REVIEWED FOR CODE C0b1PUANCE PLANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE #16 �0\\JDING SANFpRO �FPAR�� City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1 6- 3 1 3 7 Project Location Ni 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.orcl. 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 Florida Approval # Description include decimal 1. Exterior Doors Swinging Sliding Sectional Roll U Automatic Other 2. Windows Single Hun 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 Florida Approval # Description 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 (Please Print) June 2014 SCIS Home I Log In I User Registration 1 Hot Topics I Submit Surcharge : Slats 8 Facts I Publications I FBC Staff SCIS Site Map I Links I search dbprProduct Appr oval 0uSER: Public user Product Approval Menu > Product or Application Search > Application Ust Search Criteria Code Version 2014 FL# 11206.9 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Annlicatinnc ELA Type Manufacturer Validated By Status FL11206-R9 Revision Pella Corporation FL#: FL11206.9 CBUCK Engineering, Inc. (561) 491-9927 Approved History Model: Series 10/20 Single Hung Description: Vinyl Single Hung Window (36" x 59-1/2") Category: Windows Subcategory: Single Hung -Approves Dy utlPrt. Approvars try uuvK snail De reviewed and refined toy the Pm anator the commission if necessary. Contact :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CowrrohIt 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 mad 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 emarls provided may be used for Official communication with the Ikensee. 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 it you are a licensee under Chapter 45S, F.S., please clock ham. Product Approvatl Accept: atW1.1-2® Credit Card Sate GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SWILL BE BEYOND WNL FINISH OR STUCCO 2. OPENWM BUCIaNG & BUCIONG FASTENERS MUST BE PROPERLY DESIGNED t INSTALLED TO TRANSFER WINO LOADS TO THE STRUCTURE 3. THESE NON-tKPACT RATED WINDOW SYSTEM INSTALLATIONS ARE W ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING 000E (FOC). 4. ALL ANCHORS SECURING WINDOW FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SIOLL BE CAPABLE OF RESISTING CORROSION WISED BY THE PRESSURE TREATING CHEMC ALS IN THE WOOD. 5, MATERIALS. INCLUDING OUT NOT UM90 TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER 06SIMMAR MATEBNS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20 IL TO THE BEST OF OUR KNOWLEDGE THE WINDOWS SHOWN HERON ARE COMO O & QUALITY ASSURED Of A TIMOR STATE APPROVED CERTIFICATION/DA ENTITY t SHALL BE LIBELED IN ACCORDANCE WITH THE FBC AND THE SN -3 FLORIDA BURRING COMMISSION SKCWICATWNS WINDOW ASSEMBLY 6 NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S OWUTY ASSURANCE SPECIFICATIONS k TESTING 7. CERTBIDITMN OF THESE WINDOW INSTALLATIONS SHALL BE CONSIDERED 4010 IF ANY OF THE FOLLOWING APPLY. 1) THEY ARE INSTALLED WY KOUT A BUROING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT 2) IF THEY ARE INSTALLED BY ANYONE OTHER IRAN A UMNSED COMPACTOR EXPERIENCED WITH WINDOW INSTALLATIONS 3) IF CHANGES HAVE OCCURED TO THE PRODUCT'S CERTIFICATION EDITYS CERTIFICATE THAT WISE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. L THE LEAST DESIGN PRESSURE SPECIFIED ERHER W THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW. & THESE DRAWINGS CERTIFY THE WINDOW WSAUATIDN ONLY. WATER PROOFING OF THE INSTALLED WINDOWS 6 NOT PART OF THIS INSTALLATION COMFICAWN THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER 4Y/OR 06MI R ALTERNATE ANCHOR/SUB.STR!TE EVALUATION NOTE-- ALL OTEALL ALTERNATE ANCHORS IN THEIR SPECIFIED SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EOUNALENT TO OR STRONGER THAN THE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. INSTALLATION EVALUATION 6 8ASW ON APPLICABLE ANCHOR STANDAROS AND/OR INFORMATION k RESULTS FROM APPUDLBLE TEST REPORTS THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION IN THE EVENT OF CODE VERSION CHANGES/UPOATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING 6 COMPLETED ON THE REFERENCED PRODUCT. PRIOR TO STATING CODE COMPLIANCE WITH THE STATE THE MANUFACTURER SHALL CONFIRM WITH THE WMNUTION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESTING, CODE AND APPLICABLE STANDARDS. OPENING TYPE FLAME/CUP/MAUL FIN TOMINIMW MINIMUM (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE GIST. (1) FRAME SCREWS SERIES 20 MIN. 2X4 WOOD FRAME OR BUCK (MLN. CR 3 t 6-055) NO 10 SMS OR WOOD SCREW 1 I/4' 3/4' (MN. GR 3 t G�O.SS) NO. 10 SMS OR WOOD SCREW 1 1/4' 1 3/4' MIN. 18 GA 33 KS METAL STUD I NO 10 GL 5 SELF TAPSCREWYWnUALilMIN. 36 72 YES NO YES 1 Tw Ax STEEL N0. 10 CR. 5 SEL' TAPSCREWMW 1) 42 72 YES YES YES 1 ' TW 6063-T5 ALw. NO tO GR. 5 SELF TAP SCRLWTC-90 FRAME SCREWS CMU2500 PIS CONCRETE M 1 4- CONCRETE SCREW NAILING FIN FASTENERS SERIES 10 S MW. 20 WOOD FRAME OR BUCK (3) NO. 8 X I 1/2' SMS 13/8' 1/2' (MIN OR, 3 d C-055) MW 2X4 WOOD FRAME OR BUCK 1" 2' X 11 GA ROOFING NAIL 11/6' 1/Y (MIN GL 3 t 6-055) 81 MW. I/&- THK A16 STEEL NANO 8 CR. 5 SELF TAPSCREW FULL 1/2' MW 1/5- TKK 6063-T5 ALUM NANO 6 GR. 5 SELF TAPSCREW FULL 172 ($)FRAME SCREWS SMALL BE PAN READ OR HEX HEAD SCREW (2) CONCRETE SCREWS SHALL BE QOO ULTRACOMS. OM CRETE -FLEX HIW RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON II (MWIDENEO STEEL OR S.S.). (3) WHEN SCREWS ARE USED WITH THE AWL FSU. THEY MUST BE A WAFFLE WAD SCREW OR PAVE A FLAT WASHER AT THE SCREW HEM. (4) ROOFING MAILSWITH STANDARO PERFOta•WVCE WINDOWS (N/A WITH HIGHPERFORMANCE WINDOWS) WITHIN 2" OF 1 1 ► 1 � 1 i► 1 [ _ 1 - 1 ALLOWABLE DESIGN PRESSURE INSIALATON OF ANY OTHER PRODUCT NOR MAY 48' MAX. FRAME WIDTH F 4' MAX. 1036 59.5 NO NO YES 48' MAX FRAME WIDTH 36 72 YES NO YES 1 35 1) 42 72 YES YES YES Al FRAME SCREWS /§_2N OUE ALLY 5D 5 S WHERE SHOWN, 5 SPED / SEE "FRAME 81 81 e 5 FIN ANCHOR TABLE' ON THIS WITHIN 2" OF E THESE 2-/ SHEET FOR CORNERS & 8" ANCHORS REOUIREMENTS. MAX. O.C. WITH ARE NOT STANDARD REO'O WHEN = PERFORMANCE WINDOW FRAME WINDOWS & 4" - - HEIGHT IS MAX. O.C. WITH - - / HIGH PERFORMANCE 9' MAX. (7YP. EACH WINDOWS. SEE dSIDE) 'FRAME ANCHOR a0 REOUIREMENTS EQUALLY TABLE' ON THIS SPACED SHEET FOR REOUIREMENTS. EOUALLY SPACED j j 1 1 ► 1 � 1 i► 1 [ _ 1 - 1 ALLOWABLE DESIGN PRESSURE INSIALATON OF ANY OTHER PRODUCT NOR MAY 48' MAX. FRAME WIDTH F 4' MAX. NO ANCHORS REO' EXTERIOR ELEVATION: MAX. AT HEAD & SILL SINGLE WINDOW (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = 1' -0 - MAX• MAX•ISTILE FIXED SASH ACTNE SASH (POSTTjyE FRAME FRAME REINFORCEMENT MEETING RAIL MEETING RAIL WIDTH HEIGHF REINFORCEMENT REINFORCEMENT NEGATIVE) (IN.) (IN.) (PSF) 1036 59.5 NO NO YES 35 36 72 YES NO YES 1 35 1) 42 72 YES YES YES 2 FRAME SCREWS /§_2N OUE ALLY 'a S WHERE SHOWN, 5 SPED SEE "FRAME ANCHOR _+(" REQUIREMENTS EOUALLY TABLE' ON THIS SPACED E THESE 2-/ SHEET FOR ANCHORS REOUIREMENTS. ARE NOT REO'O WHEN /� MAX. WINDOW FRAME - - HEIGHT IS 62" OR LESS / 9' MAX. (7YP. EACH dSIDE) a0 EQUALLY SPACED EOUALLY SPACED j NO ANCHORS REO' EXTERIOR ELEVATION: MAX. AT HEAD & SILL SINGLE WINDOW (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = 1' -0 - MAX• MAX•ISTILE FIXED SASH ACTNE SASH (POSTTjyE FRAME FRAME REINFORCEMENT MEETING RAIL MEETING RAIL WIDTH HEIGHF REINFORCEMENT REINFORCEMENT NEGATIVE) (IN.) (IN.) (PSF) 1036 59.5 NO NO YES 35 36 72 YES NO YES 1 35 1) 42 72 YES YES YES 1 50 - A 48 59.5N p�og4k; . A 48 72 YES YES YES 35 U 48 84 YES I YES I YES 35 O WINDOW HAS A MAXIMUM 35' TALL BOTTOM VENT. A WINDOW HAS EOUAL TOP & BOTTOM VENTS. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL 1'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. HIGH PERFORMANCE WINDOW p.I14... m S. �V3 2 — .W 7 LL w G Q`.J� F NC: Q O a��.�O� 41 p�og4k; . IIFF1111111"0 A SHEET NO I OF FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET 48" MAX. INDIVIDUAL 48' MAX. INDIVIDUAL 48' MAX. INDIVIDUAL WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 2' TO 3' 2' TO 3' ALLOWABLE DESIGN PRESSURE .II iI" x - & TRIPLE "W MU UO" STILE FlXEO SASH ACTIVE SASH PRESSURE IVE FRAME FRAME JREINFORCEMENT REwFORCEM MEETING RAIL MEETING RAIL (fig WIDTH HEIGHT TYPE EINFORCEM REINFORCEMENTNEGATIVE) (IN ) (IN.) (PSF) FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET Z48" MAX. INDIVIDUAL 48" MAX. INOMOUAL WINDOW WIDTH WINDOW WIDTH 44" 4" 4" 4" 4' v l v v w v v I v v FRAME SCREWS // EE SINGLE WINDOW ELEVATION FOR FIN ANCHOR REOUIREMENTS POSITIONS AR0UN& 0 WINDOWS // I INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED I TO DIMENSIONS SHOWN BUT OVERALL UNIT / CLUSTER FIN ANCHORS AT MULLION I ENDS SUCH THAT THERE ARE A TOTAL I OF 4 POSITIONED AS SHOWN. SEE 'FRAME + u WIDTHS ARE RESTRICTED FRAME WIDTH SHALL ANCHOR TO DIMENSIONS SHOWN REQUIREMENTS CONTROL REQUIREMENTS TABLE" ON SHEET I I I I TABLE' ON SHEET I CONTROL FOR REOUIREMENTS� I / X v / v X I I ALLOWABLE DESIGN PRESSURE .II iI" x - & TRIPLE "W MU UO" STILE FlXEO SASH ACTIVE SASH PRESSURE IVE FRAME FRAME JREINFORCEMENT REwFORCEM MEETING RAIL MEETING RAIL (fig WIDTH HEIGHT TYPE EINFORCEM REINFORCEMENTNEGATIVE) (IN ) (IN.) (PSF) FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW PRESSURE TABLE ON THIS SHEET Z48" MAX. INDIVIDUAL 48" MAX. INOMOUAL WINDOW WIDTH WINDOW WIDTH 44" 4" 4" 4" 4' v l v v w v v I v v INSTALLATION CLIPS WHERE SHOWN. SEE- 'FRAME ANCHOR REQUIREMENTS TABLE' ON 4 SHEET T FOR REOUIREMENTS. 4T4 T NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = I'-0' PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDMOUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. HIGH PERFORMANCE N1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED WINDOW 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. In N og'W F m a c gZao I 8loh ` a co jo d N n v FRAME SCREWS y I INDIVIDUAL WINDOW WHERE SHOWN AT I HEAD MULLION ENO, + u WIDTHS ARE RESTRICTED SEE 'FRAME ANCHOR TO DIMENSIONS SHOWN REQUIREMENTS BUT OVERALL UNIT TABLE" ON SHEET I I FRAME WIDTH SHALL FOR REQUIREMENTS CONTROL I / X v / v X I I / INSTALLATION CLIPS WHERE SHOWN. SEE- 'FRAME ANCHOR REQUIREMENTS TABLE' ON 4 SHEET T FOR REOUIREMENTS. 4T4 T NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = I'-0' PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDMOUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. HIGH PERFORMANCE N1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED WINDOW 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES. 3. IF MORE THAN 3 WINDOWS ARE TO BE MULLED IN ONE OPENING, ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE COMPARABLE TRIPLE UNIT. In N og'W F m a c gZao I 8loh ` a co jo d N n v z 2 - 5 + u Z k0 X yy z 2 - 5 711_G Lei m __A:ILei ► u l" C:r 1._1 , ►1R F► INSTALLED SERIES INSTALLATION CUPS WHERE SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON 4• 4 4' 4' 4Tr4 4' 4 SHEET I FOR REQUIREMENTS. NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN UEU OF FRAME SCREWS MULTIPLE OPERABLE/FIXED WINDOWS ILE DESIGN PRESSURE (FRAME SCREW INSTALLED XOX WINDOWS) SCALE: 3/4" = I'-0' +/-30 P5F PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE.i N1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96". 108" MAX. OVERALL FRAME WIDTH 4` 48' MAX. INDIVIDUAL 60' MAX. INDIVIDUAL 48' MAX. INDIVIDUAL c) WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 4' 4' 4" 4' SIMILAR 4" 4" 4" 4' %2�'• 0a: A2 FRAME SCREWS SEE SINGLE WINDOW WHERE SHOWN AT ELEVATION FOR FIN ANCHOR I INDIVIDUAL WINDOW WIDTHS ARE RESTRICTED I HEAD MULLION END. SEE 'FRAME ANCHOR REOUIREMENTS REQUIREMENTS k TO DIMENSIONS SHOWN TABLE" ON SHEET i POSITIONS AROUND BUT OVERALL UNIT FOR REQUIREMENTS. = WINDOWS FRAME WIDTH SHALL W CONTROL Z / I O X I / X n I Ui51a TIQN ojj I I Ir INSTALLATION CUPS WHERE SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS TABLE' ON 4• 4 4' 4' 4Tr4 4' 4 SHEET I FOR REQUIREMENTS. NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION: IN UEU OF FRAME SCREWS MULTIPLE OPERABLE/FIXED WINDOWS ILE DESIGN PRESSURE (FRAME SCREW INSTALLED XOX WINDOWS) SCALE: 3/4" = I'-0' +/-30 P5F PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE.i N1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED. 2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED TO A MAXIMUM OVERALL FRAME WIDTH OF 96". or 5 4` �N/�y� c) o %2�'• 0a: or 5 FOR MAX. FRAME WIDTH, FOR MAX FRAME WIDTH, YLY •YS SEE WINDOW PRESSURE SEE WINDOW PRESSURE "°` .�• °io �• TABLE ON THIS SHEET TABLE ON THIS SHEET Al� F4" MAX. b I — / 18' MAX. O.C. x U / 1L I ci i 2 2 w 5 FRAME SCREWS WHERE SHOWN. ul SEE "FRAME z w n / ANCHOR F C rn 9" CL a o TABLE' ON THIS 9,:,3j ad - SHEET o /SHEET fOR it n / g' MAX. REOUIREMENTS. 3 8 a m ^ s QU Z aN�^ 18' MAX. 0 C. _ i NO ANCHORS REO-D--Z-- EO' �4. MAX. N EXTERIOR ELEVATION: AT HEAD & SILL EXTERIOR ELEVATION: SINGLE WINDOW WITH TRANSOM SINGLE WINDOW WITH TRANSOM s z (FIN INSTALLED SERIES 10) (FRAME SCREW INSTALLED SERIES 20) SCALE: 3/4' = 1'-0' SCALE: 3/4' = 1'-0'�. IF e"x [S �a I ZX 15 II 38 $ 1111111111" 3 yco, ooyu►� N Y Za 4or'y a �g •�•'• y z 11111 n 1n111 1572 D sHM w. 4 a 5 FIN ANCHOR PRESSURE (WINDOW WITH TRANSOM) LOWAg� WINDOW SIZE ALINA MAX. �. PRESSURE (POSIINE FRAME FRAME WIDTH HEIGHT NEGATIVE) WITHIN 2" OF 30 76 35 46 CORNERS do 8' MAX. O.C. SEE 30 "FRAME ANCHOR REQUIREMENTS — — � TABLE' ON THIS � SHEET FOR REQUIREMENTS. 81 81 j j ALLOWABLE DESIGN PRESSURE (WINDOW WITH TRANSOM) LOWAg� WINDOW SIZE ALINA MAX. �. PRESSURE (POSIINE FRAME FRAME WIDTH HEIGHT NEGATIVE) (IN.) (W.) (PSS 30 76 35 46 76 30 FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER SECTION B2 "FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER SEALANT BY REQUIREMENTS TABLE" 'v o9 •FRAME ANCHOR OTHERS BEHIND :"� _••` 6 Inn 4O• �� •. z ' db'........ a°Q` ` �'i,nn111�`� REQUIREMENTS TABLE" , NAIL FIN ' 1MAX. SPACE _ SEALANT BY 1/4" MAX. SHIM OTHERS r AT EACH ANCHOR SEALANT BY J -CHANNEL OTHERS SECTION/NOSE IS SERIES 10 OPTIONAL AND WINDOW NEED NOT BE FRAME = SERIES 20 PART OF THE WINDOW FRAME PROFILE i EXTERIOR FRAME EXTERIOR SERIES 10 WINDOW FRAME °O SERIES 20 WINDOW SEALANT BY OTHERS o O FRAME Ol INSTALLATION CUP PER ELEVATION SEALANT BY QO LJ U OTHERS 1/4" MAX SHIM :. •, .: y."`"?'t SEALANT BY - =yi.' 1/4" MAX. OTHERS BEHIND - SHIM AT EACH CLIP -,•.•..• NAIL FIN . " .• .... • .... _ ..': r:'• _' ;:, '. FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER SECTION Al "FRAME ANCHOR :; '\--INSTALLATION CUP SCREW SCALE: 1/2 FULL S REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CUP) CONTINUOUS W00D MEMBER LESS IN SIZE THAN A 2X- BUCK FRAME ANCHOR REQUIREMENTS TABLE' TO BE MIN 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2 SCALE: 1/2 FULL 5 ,. SUBSTRATE BY OTHERS PER 'FRAME ANCHOR REQUIREMENTS TABLE" SEALANT BY—""" OTHERS U `FRAME SCREW PER ELEVATIONS & "FRAME ANCHOR EXTERIOR REQUIREMENTS TABLE" OPTIONAL SERIES 20) DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME) (SILL DOES NOT APPLY) (FOR DETAIL NOT SHOWN. SEE SECTIONS A2/4 & B2/4) 1.325 0.293 1 3" 0.06 7 � T Li O1 INSTALLATION CUP (VINYL) 1/4" MAX. SPACE FRAME WIDTH -- SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE SERIES 10 WINDOW FIN ANCHOR PER FRAME ELEVATION _oo SEALANT BY�f OTHERS BEHIND 8 NAIL FIN q J -CHANNEL ,;•'• f 7 SECTION/NOSE IS L/ OPTIONAL AND ; " EXTERIOR z w N NEED NOT BE a'. i ? . o Lu n PART OF THE 7. SEALANT BY �a<c FRAME PROFILE OTHERS i a a SECTION B1 $ n SCALE 1/2 FULL 5 g �ame: 1/4" MAX SHIM o FRAME WIDTH — AT EACH ANCHOR CLO z SUBSTRATE BY OTHERS PER "FRAME ANCHOR SERIES 20 REOUIREMENTS WINDOW z z TABLE" FRAME to 00 FRAME ANCHOR c%l Z� PER ELEVATION ' ''. ••+�:::: EXTERIOR oz 8 SEALANT BY N > l _ OTHERS � st' - 83� SECTION B2 0 SCALE- 1/2 FULL 11i1,"� Z ^_ •p 'v o9 Si 114z 6 Inn 4O• �� •. z ' db'........ a°Q` ` �'i,nn111�`� o Z 3 1s5cc 2rm o 5 uv 5 To: The City of Sanford Building Dept. Building Activity Permit #: 16-3137 ARCHITECT/ENGINEER AFFIDAVIT Before me, the undersigned authority, personally appeared Michael Wojtuniak License Number 60934 , who being duly sworn, deposes and says: I did cause an inspect and examine the Window Installation at the Residence located at 2908 Magnolia Ave., Sanford, Florida. Based upon my examination, I have determined that the construction was done according to the requirements of the Florida Building Code 2014 and amendments thereto in effect in The City of Sanford as of this date of this permit. Further affiant saith not. ---� Affiant - Signed and Sealed r 1 u I %-I STATE OF FLORIDA COUNTY OF \/o lisi-. Sworn to and subscribed before me this %Q day of Jo,.,.,cry , 20 %, , by Mio,aeX �ol�yn:ak Ursula Morin °V~Comrtrssion A FF 152112 .a Expires: AUG 18, 2018 BONDED TNRU 1ST FLDRIDA NOTARY, LLC Personally known \' or Produced Identification Type of Identification produced Notary Public, State of Florida signature (Print, type or stamp name) Commission No.: EcovE JAN 17 2017 fts