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HomeMy WebLinkAbout2639 S French AveCITY OF SANFORD NOV 15 2016 R BUILDING & FIRE PREVENTION PERMIT APPLICATION A.? f Application No: 3 D 6 4 Documented Construction Value: Job Address: d 6 3 ct S f- 01L e AICA y Historic District: Yes ❑ No Parcel ID: Residential ❑ Commercial ❑ Type of Work: New 0- Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: -V Plan Review Contact Person: Title: Phone: ax: Email:tiL?Q t 'L Property Owner Information /►7 I I'e-iV 5 O v L �� y � aM Name ]P='44 A 6 NS/of7 L Street: aJ 3 q S %2 `�✓� i4 �i/ City, State Zip: 5ck NV=() Phone: '4 ©.7 a 7) -7 5 3 3 Resident of property? : Contractor Information Name ' 14 A-5 &S0C, 4 / Phone: L4 m ;7 1,2 7 f! Street: P6 `� �- S �1L Al -C- A City, State Zip: Sv(N i=ce�� a % 7 Fax: 4/.s State License No.: Architect/Engineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR - PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this. property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, F4 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 win be done in compliance with an applicable laws regulating construction and zoning. H,413 P T2 lXa�2 r -Z rgnature of Owner/Agent Date Signature of Contractor/Agent Date ciC Date ANNETTE SCOTT Notary Public . State o1 Florida My Comm. Expires Jan 16. 2018 Commission I FF 071760 Produced ID Type 19TI Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building ❑ Electrical ❑ Mechanical ❑ Plumbing❑ Gas❑ Roof ❑ Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: 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: r t S UTILITIES: WASTEWATER: ENGINEERING: FIRE: BUILDING: CW COAUVIENTS: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE BP# IL.. go6e.! Address: 7_C. 3Q JrmX0CA A.lW 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 Building p hoop Final Door / Final Window Final Screen Room Final Pool Screen Enclosure 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 Min Max Inspection Description Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Inspection Description Mechanical Rough Mechanical Final Min Max Inspection Description Gas Underground Gas Rough Gas Final J Revision ❑ ECEIV E"' City of Sanford Response to Comments Building & Fire Prevention Division DEC 6 2016 Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov BY• Permit # ' CO- 3 O & C/ Submittal Date Project Address: C7 (0 3 9 f Q�/`- — Contact: Ph: Email: Trades encompassed in revision: ❑ Building ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Fax: General description of revision: ROUTING INFORMATION Approvals 517 x7.-7- IG Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention 0 Building Fax: General description of revision: ROUTING INFORMATION Approvals 517 x7.-7- IG CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION 300 N. PARK AVENUE SANFORD, FLORIDA 32772 PHONE: 407.688.5150 FAx: 407.688.5152 PLAN REVIEW COMMENTS Application Number: 16-3064 Date: 11/28/2016 Project Description: Window/Door Contact Name: Rihab Nsouli Job Address: 2639 French Ave Contact Email: mikensoulinayo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two conies ofaffeeted Plait sheets and/or supplemental irtformation as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. Please provide two (2) copies of an exterior wall floor plan showing the location of the windows/doors that will be replaced. In addition, please provide the size of the existing openings on the floor plan. Floor plan can be hand -drawn, but must be legible. FBC 107 No Review Conducted Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with lite Plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival. Respectfully, Steve Fiorey, CBO Residential Plans Examiner OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. = N I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I j2 I— may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I N may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year atter the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. f2 N I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. (2 N I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an i2 N owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work -being done: Any person working on my building who Is not -licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 2 Property Address: m.,vgo 12 0 F I- 1, I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature Form of Identification (Must be Photo ID) Date / r - �� / Z2 -- A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing'work that requires licensure under the permit issued. Rev. 9.14.2009 I agree that, as the party legally and financially responsible for this proposed construction activity, I will N abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. a I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida /*'tj Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for more information about licensed contractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand 2 N that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the N information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Z N Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: m.,vgo 12 0 F I- 1, I, , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature Form of Identification (Must be Photo ID) Date / r - �� / Z2 -- A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing'work that requires licensure under the permit issued. Rev. 9.14.2009 RECORD COPY I i i L i REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE _..fi.»_ ...----...------------..._..--•--------._.�._._ »__....__..._—..__.___•s,�ro�o�fl-Br�rf_-eitv�-t�r�r�ro�-- A PERMIT ISSUED SHALL BE CONSTRUED TO BE A ....._._.._._._.__..------..._..-----____...----...___._.._-•- ---�gt��Oi�ROCEEOWI'TW'THE-WORK-A1VD'NOT7K5 _ AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL -_--••---..._..___..._..---_......---.._...._..-•-----_.._.--.---•--.�-----_...-•--•--••CODES:NOASHAZLISSUiiNCEOFAFEFtMITP�EV THE BUILDING OFFICIAL FROM THEREAFTER • _-• •- -•- -•__-•-----......._...._------.-_--•-___-. _...--• _-__-- ---•-REQUIRING A CQRRECTI N 9FI;RAQASIJ!I-PLAINS._ CONSTRUCTION OR VIOLATIONS OF THIS CODE I SANFORD -•-----•-•---•-----------------.. _.__._._-----•---------._.....__ . _DEC._.. -------•--------•-•---- IO�OARTA #16-3064 (Validator / Operations Administrator) Atrium Windows & Doors 9001 Ambassador Rd. Dallas, TX 75247 Ann: Jason Seals FNovi 6 2016 AAMA. CERTIFICATION PROGRAM f A w AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-08 LC-PG50-1346x1956 (53x77) -H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Atrium Windows & Doors 120/130 SH (FIN) FRAME SASH 12322 (PVC)(O/X)(IG 8 OG)(INS GL) 1346 mm x 1956 mm 1292 mm x 881 mm Code: ADW (MODIF)(REINF)(TILT)(ASTM) (4'5" x 6'5") (47" x 37") 2. This Certification will expire October 17, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: D5167.01-801-07; ref. D2322.01-801.47 Date of Report: March 6, 2014 Date: March 26, 2014 Cc: AAMA JGS ACP -04 (Rev. 1/11) Validated for Certification ,h+ 4-it- A.4ocid Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association INSTALLATION NOTES' I ONE (I) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS IME MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSIAL A710N OF TME MAXIMUM SIZE LISTED 3 INSIALI INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF :1/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL 11 C. WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4 SHIM AS REQUIRED A7 EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM EACH SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE X10 WOOD SCREWS THROUGH THE FRAME Of SUFFICIENT LENGTH TO ACMIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6 THROUGH FRAME: FOR INSTALLATION THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE V16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4 INCH MINIMUM EMBEDMENT. 7 THROUGH FRAME- FOR INSTALLATION INTO METAL SND OR APPROVED MULLION USE #106R. S SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE 8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE 48 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLI N 7U#8 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NO) 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. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOI BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES' A WOOD - MINIMUM SPECIFIC GRAVITY OF 0 55 B CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30DD PSI. C GROUT -FILLED CMU- UNIT STRENGTH CONFORMS IO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS 10 ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS. F ALUMINUM - MINIMUM ALLOY 6063 -TS MINIMUM WALL THICKNESS OF 1/16' (00625') ATRIUM CORPORATION SERIES 130 \ Z SINGLE HUNG WINDOW `. 1� N Q rn 6ENERAL NOTES. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 10 COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA BUILDING CODE (FBC). EXCLUDING HVHI AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING • AAMA/WDMA 101/I.S.2/A44D•05/08 • AAMA4WID 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRFIT/MASONRY AND 2X FRAMING AS A MAIN WINO FORCE RESISTING SYSI EM CAPABLE OF WITHSTANDING AND TRANSF ERRING APPLIED PRODUCT LOADS TO THE FOUNDATION 15 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 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 IN NON•HVMZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE 6 WINDOW FRAME MATERIAL: PVC 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH IHE CURRENT FOC. B GLASS SMALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS SEE SHEET 7 FOR GLAZING DETAIL MAX O A SIZE WIDTH HEIGHT CONFIGURATION TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION I A GENERAL 6 INSTALLATION NOTES 2 A ELEVATIONS 3 A ANCHOR LAYOUTS -THROUGH FRAME 4 A ANCHOR LAYOUTS -THROUGH FIN 5 A VERTICAL SECTIONS 6 J:] DOUBLE O/X HORIZONTAL SECTIONS 7 A MULLION DETAILS 6 GLAZING DETAIL MAX O A SIZE WIDTH HEIGHT CONFIGURATION DESIGNMISSILE PRESSURE IMPAR RATING 53' 77' O/X •/• 50PSF NONIMPACT 46' 108 K, O / O/X •/- 50 PSF NON -IMPACT 72 !'f 108 W O / DOUBLE O/X •/- 50 PSF NONIMPACT 96Yt' 84' DOUBLE O/X 4-50PSF NONIMPACT 109' 1 77- TRIPLE O/X •/• 50 PSF NON -IMPACT Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.08.24 10:02:49 -04'00' A=1 M U 90DIAALA36AD� DN1A5 TE AS )Y•75247 FN (214)67 TLN FX (?14) Q4 NN � li A 3 z�� O C) W 3 R F= I a w2 Z� c h = c Z m � w ADZ m OHae LL! N Lu So d 11/1 y *PRO,` I� O Ica ca Z U IS �V Z I 1 OF 7 O.A. MAX. UNIT MAX SASH MAX WIDTH 48- D.L 0 MAX WIDTH 722 WIDTH 45'�e _ D.L.O MAX. WIDTH 674' 0 mmDum 0 UNIT MAX 9 WIDTH 43 y; 5 --WIDTH 538 -- •. .. . H aooi � S, TEXAS 7W47+ SASH MAX 1 outs, t[aes 7s:n WIDTH 50 %-H p oN (214) 617-2 n Inq.7. u2. D L.O MAX 6 •0- WIDTH 48 S:•F •0, 6 K L 6 T x 5 6 NAy Z0 —Za 6T 1 6' I 0 A MAX 6 T ; °f, = cu i �D W e � J HEIGHT E -O' •O' vi � "' �2' rZ-� m c E "O' O A MAX. 6 6 D HEIGHT 6 •� 1082• 1 S 1081• D � 6Z. C co UNIT MAX 2 5 UNIT MAX. N < w o HE��HT UNIT MAX. HE�ZHT C c m HEI6HT 1 SASH MAX. I D L.O MAX SASH MAX. 72' •%- •% HEIGHT •r DLO. MAX. SASH MAX LICIGH MAX. HEIGHT 7 HEIGHT �++ 35' 32 Y. < o 37 S'{ HEIGHT HEIGHT �� T 1 I p O 34 �; 35' ; +I I DLOMAX SASH MAX WIDTH 31 Ye N B B S S WIDTH 33%* YUNITMAX O < 5 5 WIDTH 36' d TYPICAL ELEVATION TYPICAL ELEVATION TYPICAL ELEVATION H o SINGLE HUNG O.A. MAX. SINGLE HUNG W/ TRANSOM TWIN SINGLE HUNG W/ TRANSOM N w TH 961- �+ Z SASH MAX. WID2 O A. MAX. _ > v O WIDTH 454* D.L O MA%. SASH MAX. WIDTH 109- w w A WIDTH 43 I/," WIDTH 331-Y _ DL 0 MAX. p W 5 A WIDTH 31 K- 5 �+ 6. � Z <E -Fit ��I •� UNIT MAX. 5 O ?,• • a0 HEIGHT UNIT 84' J HEI ` LL '017 7 < N':J :C SASH MAX. I DLO MAX DL O. MAX 1� %y�••••,•? �� HEIGHT •%• 7 •X. HEIGHT HEI6HT CJ1 i�i��y •• ROF 41• 38 V,6 34'ye ' O c 1 111 o> cN 3� =i uz B M I UNIT MAX I B M I UNIT MAX I DWG #: S 5 WIDTH 48' S 5 WIDTH 36- G TR06 6 TYPICAL ELEVATION TYPICAL ELEVATION SHEET: MULLED TWIN SINGLE HUNG MULLED TRIPLE SINGLE HUNG 2 OF 7 .0. .0. 6 MAX 6HT 7 7• ) SASH MAX. HEIGHT X. � 37 is' 6' FROM CORNER, TYP I 1 1 L 16 Y: MAX. 0 ( f 6" FROM CORNER, TYP 6' FROM CORNER rI I~ HEAD/SILL, TYP. ANCHOR LAYOUT SINGLE HUNG - THROUGH FRAME 6' FROM CORNER, TYP. TZ I L 14 )s' MAX. 0 ( T- 19% - MAX 0.( T 6' FROM CORNER 6' FROM HEAD/SILL,TYP. CORNER,TYP -1 (2) INSTALLATION ANCHO THROUGH MULL CLIPS PER INSTALLATION NOTES 5.7 SHEET I ANCHOR LAYOUT SINGLE HUNG W/ TRANSOM - THROUGH FRAME _ 6' FROM CORNER HEAD/SILL,TYP 6• FROM CORNER, TYP 1 14STALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5-7, ANCHOR LAYOUT SHEET 1. MULLED TWIN SINGLE HUNG - THROUGH FRAME ANCHOR LAYOUT H o TWIN SINGLE HUNG W/ TRANSOM - THROUGH FRAME NLL 6" ! 1 ! 6' H W u 13 LY 4 c W yI 6" FROM CORNER HEAD/SILL, TYP Z INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5.7, ANCHOR LAYOUT SHEET 1. MULLED TRIPLE SINGLE HUNG - THROUGH FRAME N 011--f o r I X11 CD as ZJ N p Z h y LL t lip. h T x 41 2 3 OF 7 0 2(r MAX O C I~ 6' FROM CORNER HEAD/SILL, TYP. AIROUM - 9W1.08ASS�DOY 20N DALLAS TEXAS 7x47 )B ('14)417 26% )X ('14)474 6734 _ m P u m A 'O' G <d > = NM �LL x m of � w a<<D W �uLL H Ho H N mi Y `O' � W i. m � m 2 m p Al '01 9x c d m m C* X. c o ALu m yWWj I F O d ANCHOR LAYOUT H o TWIN SINGLE HUNG W/ TRANSOM - THROUGH FRAME NLL 6" ! 1 ! 6' H W u 13 LY 4 c W yI 6" FROM CORNER HEAD/SILL, TYP Z INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5.7, ANCHOR LAYOUT SHEET 1. MULLED TRIPLE SINGLE HUNG - THROUGH FRAME N 011--f o r I X11 CD as ZJ N p Z h y LL t lip. h T x 41 2 3 OF 7 4' FROM CORNER, TYP. e' MAX. O C. 4' FROM CORNER, TYP. 8' } MAX. J O c. 4' FROM CORNER, TYP 8'MAX'I r _-� I-- 4' FROM CORNER 0 C HEAD/SILL, TYP. ANCHOR LAYOUT SINGLE HUNG -THROUGH FTN 8' MAX. O.C. "' FROM CORNER EAD/SILL, TYP. ANCHOR LAYOUT TYP. FOR TWIN A TRIPLE MULLED UNITS - THROUGH FIN A- cb7M CORNER /SILL, TVP. ANCHOR LAYOUT TYP FOR ALL SINGLE AND DOUBLE MULLED UNITS WITH TRANSOM - THROUGH FIN (2) INSTALLATION ANCHORS THROUGH MULL CLIPS PER INSTALLATION NOTES 5.7, SHEET 1 (2) INSTALLATION ANCHORS INTERIOR THROUGH MULL CLIPS PER MULLIO INSTALLATION NOTES 5.7, CLIP, TYP. 0 SHEET 1. WINDOW WINDOW FRAME, TYP.� FRAME. TYP ��t12' X 1.1/4' X 1/16' GALV STEEL PLA EXTERIOR (6) as X 2.1/2' SMS ALL MULLION INTERSECTIONS AT EACH PLATE INTO MULLION PLATE DETAIL WINDOW FRAMES LLATION ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR MULL CLIPS PER INSTALLATION NOTES 5.7, SHEET 1. ATREUM 9001 Am& S&Abob 90W bAUA& TEXAS 7WN7 M (2,.) 637 799 FX (214)424 *7N 0 4OF7 O V � ~n 3v1 oc �wrim tt7 01� a>^' W 3 A3 amigo h = � ,ami x H m w ` m p a m tw Z � 1n dx < W 01 w L4 01 0 4OF7 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY d 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS #8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS ? PERIMETER SEALANT O A. UNIT BY OTHERS / HEIGHT 1 1 \ I Y2" MIN EMBEDMENT INTERIOR EXTERIOR�� SEE GLAZING DETAIL VERTICAL SECTION S % SINGLE HUNG HEAD - 2X WOOD BUCK v THROUGH FIN SEE GLAZING DETAIL IEXTERIOR O A. UNIT HEIGHT W MIN. EDGE F DISTANCE I EXTERIOR INTERIOR fid' ITW TAPCON INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY 6 IX WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR FINISH RV oTHFas SEE GLAZING 2 1/2" MIN. EDGE DISTANCE 1 1/4" M IN. EMBEDMENT PERIMETER SEALANT O A. UNIT BY OTHERS / HEIGHT 1 EXTERIOR INTERIOR SEE GLAZING DETAIL p VERTICAL SECTION S MEETING RAIL 1/4" MAX. SHIM SPACE INTERIOR `— SEE GLAZING DETAIL C VERTICAL SECTION 5 TRANSOM HEAD-1X/CONC./MASONRY THROUGH FRAME SEE GLAZING DETAIL IEXTERIOR O.A. UNIT INTERIOR HEIGHT ) USED IN MINIMUM 14 y4" LENGTHS. 4WI .w,55.b(* aow D.LL.5. 1[x.5 25212 PM (?14) $17 2•N F1 (214).11 4?31 PERIMETER m u �+ 1/4" MAX. PERIMETER 1/4" MAX. SEALANT 1 W SHIM SPACE SEALANT WZ SHIM SPACE BY OTHERS H1114 BY OTHERS 1J1 < z SEALANT OVER SCREW HEAP . -EXTERIOR FINISHMIN. � • � 1 I/4" MIN EXTERIOR FINISH •'BY OTHERS EMBEDMENT EMBEDMENT BY OTHERS nm E PRECAST SILL OR CONCRETE/ PRECAST SILL OR CONCRETE/ • • CMU BY OTHERS 5. • � CMU BY OTHERS .� • fid' IOW TAPCON ' 3,6" ITW TAPCON �� 1 IST MIN. EDGE INSTALLATION ANCHOR • 1112" MIN EDGE INSTALLATION ANCHOR DISTANCE NOTES: ST DISTANCE g VERTICAL SECTION 1 VERTICAL SECTION MULLED UNITS ONLY. SEE SHEET 3. S SILL - PRECAST CONCRETE 2. USE (1) SILL CLIP PER ANCHOR S SILL - PRECAST CONCRETE THROUGH FRAME LOCATION. SILL CLIPS ARE TO BE THROUGH SILL CLIP USED IN MINIMUM 14 y4" LENGTHS. 4WI .w,55.b(* aow D.LL.5. 1[x.5 25212 PM (?14) $17 2•N F1 (214).11 4?31 to Z ~ 0 v L0 m H La_ Z c a 5 OF m u �+ H a 1 W O m i J or 3: WZ v)5 Zm< 1J1 < z ♦yam G <awc �� o w d nm E o � to Z ~ 0 v L0 m H La_ Z c a 5 OF METAL STUD FRAMING BY OTHERS #10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3/4• MIN. EDGE 1 DISTANCE SHEATHING BY OTHERS EXTERIOR FINISH By OTHERS T PERIMETER SEALANT BY OTHERS 3 THREADS MIN. PENETRATION BEYOND METAL STRUCTURE 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR SEE GLAZING DETAIL O.A. UNIT WIDTH E HORIZONTAL SECTION 6 SINGLE HUNG JAMB - METAL STUD FRAME THROUGH FRAME 3/4" MIN. EDGE DISTANCE METAL STUD FRAMING 1/4" MAX. BY OTHERS SHIM SPACE #8 SELF -TAPPING SCREW INSTALLATION ANCHOR INTERIOR 1F I 3THREADS MIN. PENETRATION BEYOND METAL STRUCTURE f SHEATHING --- By OTHERS SEALANT BETWEEN FIN d SHEATHING EXTERIOR FINISH EXTERIOR SEE GLAZING BY OTHERS DETAIL O.A. UNIT —� WIDTH F HORIZONTAL SECTION 6 TRANSOM JAMB - METAL STUD FRAME THROUGH FIN 1 1/4" MIN. EMBEDMENT 1/4" MAX SHIM SPACE INTERIOR 1 SEE GLAZING DETAIL EXTERIOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/ MASONRY A 1X WOOD BUCK BY OTHERS IX WOOD BUCK BY OTHERS _D" ITW TAPCON INSTALLATION ANCHOR 2 1/2" MIN EDGE DISTANCE I O.A. PERIMETER SEALANT UNIT BY OTHERS WIDTH EXTERIOR FINISH BY OTHERS G HORIZONTAL SECTION 6 SINGLE HUNG JAMB -1X WOOD/CONC./MASONRY THROUGH FRAME 1 1/2" MIN. EMBEDMENT 1/4" MAX SHIM SPACE INTERIOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK . '-'_U BY OTHERS #10 WOOD SCREW " INSTALLATION ANCHOR 3/4" MIN EDGE DISTANCE SEE GLAZING EXTERIOR DETAIL PERIMETER SEALANT O.A. BY OTHERS UNIT EXTERIOR FINISH WIDTH BY OTHERS H HORIZONTAL SECTION 6 TRANSOM JAMB - ZX WOOD BUCK THROUGH FRAME 0 AIROUM 901 AMIASSADOII *OW DALLAS, IEIIAS 7x47 M (214)417.24% FY (214)4244754 3 m v N's It ^' r0 V)"" N Om J 3 w20 N N m5( W 0 m m n < a P? WOO' To.c I I I I V) Z 0 � 0 a H o � V) m H > °01 LL w F G w Zc % ,•``�5O LL d� F P410 ++o m� a' 3� Z _= uZ )WG #: ATR066 SHEET: L OF 7 INTERIOR 08 X 2 Y SCREWS THROUGH BOTH RAMES (OFFSET) AT 4" FROM ENDS 13" O.C. THEREAFTER SEE GLAZING DETAIL GLAZING EXTERIOR SILICONE TRIOR #8 X 2 )r" SCREWS THROUGH BOTH FRAMES (OFFSET) AT 4" FROM ENDS / d 2T' O.C. THEREAFTER SEE GLAZING \ DETAIL HORIZONTAL SECTION +1 INTERIOR K VERTICAL SECTION 1/2" VERTICAL MULLION )2" GLASS / , 1/2" HORIZONTAL MULLION BITE NOTE \ / GLASS SHALL MEET THE REQUIREMENTS EXTERIOR OF ASTM E 1300 GLASS CHARTS. �--�� Y." O.A. INSULATED GLASS GLAZING DETAIL INTERIOR EXTERIOR HORIZONTAL SECTION 11/4- VERTICAL MULLION (OPTIONAL) 18 X 2 Yz" SCREWS THROUGH BOTH RAMES (OFFSET) AT 4" FROM ENDS 13" O.C. THEREAFTER P SEE GLAZING #8 X 2 W SCREWS THROUGH BOTH DETAIL FRAMES (OFFSET) AT 4" FROM ENDS 6 27" O.C. THEREAFTER SEE GLAZING DETAIL L VERTICAL SECTION 11/4" HORIZONTAL MULLION (OPTIONAL) rERIOR lz ATROUM 9001 � oAas �bS -XAs 7xa5247 M (714)617 t696 h I7N).t. NN N 977 Lu O ':ydy�z,1 •, Thr � OF � I�oI3~t�uw LL ,=Z I 7 OF 7 u� m 11 a3 In J c$ M It =��Zo om^- a� Co" 3: i x p� uWf5�c ulu ZmW� w fu m 'o<Wm J W j < Z WawG °C o` o, I c o N 977 Lu O ':ydy�z,1 •, Thr � OF � I�oI3~t�uw LL ,=Z I 7 OF 7 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 E Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com flroduct Lvaluation Report Of Atrium Corporation Series 130 Single Hung Window for Florida Product Approval F t.# F I A 1834 Report No. 3790 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1 — A (Certificate) Windows Single Hung Series 130 Single Hung Window Vinyl (PVC) See Design Pressure Table, Page 4 Prepared For: Atrn►i» Corporation 9001: 1111), sador• Ili►%% Dallas. Tx 75,47 Prepared by: klermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 08/11/2015 Contents: Evaluation Report Pages 1 —4 Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2015.08.24 10:01:21 -04'00' Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Atrium Corporation Window Single Hung FL*:FL11834 Date: 08/11/2015 Report No: 3630 Compliance Method: State Product Approval Method (1)(a) Product Name: Series 130 Single Hung Window (Non -Impact) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Atrium Corporation based on Method la of the State of Florida Product Approval, Florida Department of Business & Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions ATR066, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing ATR066 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions ATR066 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 //Q\\,.BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FLS#: FL11834 Date: 08/11/2015 Report No: 3630 Certification Agency: The manufacturer has demonstrated compliance of products in Accordance with the Florida Building Code for manufacturing under a program audited by and approved by American Architectural Manufacturers Association (FBC Organization #: CER1498). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-08 • AAMA/WDMA/CSA 101/I.S.2/A440-05 • AAMA 450-10 Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization # TST1910) D5167.01-801-47, Report Date: 03/06/14 D5168.01-801-47, Report Date: 03/13/14 D5170.01-801-47, Report Date: 02/11/14 D5171.01-801-47, Report Date: 02/04/14 D5168.01-801-47, Report Date: 03/13/14 D2322.01-801-47, Report Date: 03/06/14 C6696.01-801-47, Report Date: 06/18/13 2. Certification Agency American Architectural Manufacturers Association (FBC Organization #: CER1498) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 gBUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: FL*:FL11834 Date: 08/11/2015 Report No: 3630 Through Frame: A. For two by (2X) wood frame substrate, use #10 Wood Screw type installation anchors through the frame of sufficient length to achieve minimum embedment of 1.5" into wood framing. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For metal stud substrate, use #10 SAE Gr. 5 Self -Tapping Screw type metal stud anchors through the frame of sufficient length to achieve minimum embedment of 3 threads penetration beyond metal structure. Through Flange: A. For two by (2X) wood frame substrate, use #8 Wood Screw type installation anchors through the flange of sufficient length to achieve minimum embedment of 1.5" into wood framing. B. For metal stud substrate, use #8 SAE Gr. 5 Self -Tapping Screw type metal stud anchors through the flange of sufficient length to achieve minimum embedment of 3 threads penetration beyond metal structure. Refer to Installation Instructions (ATR066) for anchor spacing and more details of the installation requirements. Design Pressure: MAX O.A. SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATING WIDTH HEIGHT 53" 77" O/X +/- 50 PSF NON -IMPACT 48" 108 Yz" O / O/X +/- 50 PSF NON -IMPACT 72 Y2" 108 Y2" O / DOUBLE O/X +/- 50 PSF NON -IMPACT 96 %" 84" DOUBLE O/X +/- 50 PSF NON -IMPACT 109" 77" TRIPLE O/X +/- 50 PSF NON -IMPACT Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 NOTICE OF PRODUCT CERTIFICATION CERT1q , Al'CR4� `sy Company: Masonite International Corporation Certification No.: N1006110.03 =+N°= 1955 Powis Road West Chicago, IL 60185 Certification Date: Expiration Date: 07/23/2005 12/31/2020 Configuration or Revision Date: 11/21/2014 Design Product: Wood -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites PR° (w/Wood Frame unless noted) outswing Opaque Size Specification: TAS 202 Pressure Rated The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at ww%v.Nstmieerfifrc.itiun.cunt. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 23072/Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Inswing Glazed Structural Water Missile Test Report Number Configuration or or Maximum Design Test Impact Drawing Number & outswing Opaque Size Pressure Pressure Rated Comments X I/S Glazed 3'0" x 6'8" +50.5/-50.5 2.86 psf No NC'rL-210-2930-7 Single Maximum Panel Size: 3'0" x 6'8" Anchor W- ail -MA -1'-0130-05 X O/S Glazed 3'0" x 6'8" +50.5/-50.5 7.60 psf No NCI'L-210-2930-7 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA -1`1_0130-05 XX US Glazed 6'0" x 6'8" +50.5/-50.5 2.86 psf No NC1•L-210-2930-7 Double Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA -1.1_0130-03 XX O/S Glazed 6'0" x 6'8" +50.5/-50.5 7.60 psf No NCTL-210-2930-7 Double Maximum Panel Sire: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 XO/OX I/S Glazed Door 6'0" x 6'8" +50.5/-50.5 2.86 psf Door -No NCTL-210-2930-7 Single w/Sidelite Glazed Sidelite Sidelite-No MA-WL0115/16117/19/19/20/21-02 Maximum Panel Size: 3'0" x 61" Anchor Detail -MA -1`L0130-05 XO/OX O/S Glazed Door 6'0" x 6'8" +50.5/-50.5 7.60 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelite Sidelite-No Maximum Panel Size: 3'0"x 6'8" Anchor Detail-MA-FL0130-05 OXO US Glazed Door 9'0" x 6'8" +50.5/-50.5 2.86 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Dctail-MA-1`-0130-05 OXO O/S Glazed Door 9'0" x 6'8" +50.5/-50.5 7.60 psf Door -No NCTL-210-2930-7 Single w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXXO I/S Glazed Doors 12'6" x 6'8" +50.5/-50.5 2.86 psf Doors -No NCTL-210-2930-7 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail-MA-FL0130-05 OXXO O/S Glazed Dais 12'6" x 6'8" +50.5/-50.5 7.60 psf Doors -No NCTL-210-2930.7 Double w/Sidelites Glazed Sidelites Sidelites-No Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA -1.10130-03 X I/S Glazed Ventlite 3'0" x 6'8" +55.0/-55.0 2.86 psf No NCI'1: 210-3461-1 Single Maxirnurn Panel Size: 3'0" x 6'8" Anchor Detail-MA-I'L0130-05 X O/S Glazed Ventlite 3'0" x 6'8" +55.0/-55.0 0.0 psf No NCTL-210-346 1 -1 Single Maximum Panel Size: 3'0" x 6'8" Anchor Detail -MA -1`1_0130-05 National Accreditation & Management Institute, IncJ4794 George Washington Memorial Highway/Hayes, VA 23072/Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: u, / !49' MAx. MALL MAW KIDIH 0.1 ❑ ��'/J C.►//IAe io 7.1" MAX 36375' MAX. - SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT PANEL W!DIFI 37.5- a+nx. c q - 6'-8" GLAZED DOUBLE DOOR WITH i WITHOUT SIDELITES I i I W/nSTRACA I -- ERAAIE WIDTH cc z zU N Rn NOTy� -- 0.Q I EVALUATE.) FOR USE IN LOCATIONS ADHERING TO Z THE FLORIDA BUILDING CODE AND VAICRC PRESSURE REOUIREMENIS AS DErERM.NEO BY ASCE 7• MINIMUM N U DESIGN LOADS FOR BUIIDINGS AND OTHER STRJCTURES. cc DOES NOT EXCEED INC DESIGN PRESSURES LISTED. m 2. HURRICANE PRCT_•CIIVE SYSTEM (SHLITERS) IS REOUIRED. = T ? 3. IN THE. HVHZ. FACTORY PRIMEC DOORS MUST DE PAINTCD IN ACCORCANCE \ri1H SECTION 2220 OF THE FBC = n M _ 4. PCLYUREIHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. v 5. PLASTICS TESTING OF UTE FRAM: MATERIAL. ' o- TEST OESCRIPTION DESIGNATION RESJLT yl In SELF IGNITION TEMP i ASTM D1929 740 'F > 650 'F RATE OF BURNING ASTM 0535 1 0.77 IN MINI FA m FA SMOKE DENSITY AS'M 02843 13 4R � .. W _TENSILE 5"RENGIH• ASTM 0638 7.508 01Ff ,,, w • COMPARATIVE T=NSILC STRENGTH AFTER WCAR TERING i _ ! « 4500 HOURS XENON ARC MM.00 1 dcDOUBLE DOOR UNIT W/SIDELITE A11 JdAIDNO v1 v1 vl ut n (AA to VIA V31m CK7: i.11 nr.. 116 -lam 4 FAi?M Br. i Oxe .. TrLs�" g z ! AL1 j 1 Li � �¢aa7 J OCVIIIIn c>o lnU)> z Rio LA lal _r •• . . • I � cs�xa _ co Ld F1 .ISZ IoAI�nAYp _ L-i L__j L-i L---i L__j' iL! •" � O � C) I 1 11 1 L 11 1 11 L__j 11 11 "11 11 L�j I m-!2 SING! E DOOR UNIT DOUBLE' ODOR UNIT IN . E DOOR UNIT SINGLF DOOR I:NIf Siw;l1' IAION TWIT W/$10FLITES DOUBLE ODOR UNIT W/SIDELITES SINGIf BOOR UNIT MTN SIDELITE WITH SIDFLiiE lt7TH VFNTI MTF w O U (0 a Z WHERE WATCR INFILTVAf10W PERfOR1.lANCE IS DESIGN PRESSURE RATING IREOUIREC TO HE ISR OF DFSIGN PRESSURE ✓ I>•rc: 7/11/05 CONRG MAX WIDTH INSWING LISVIING INSWING OUTSWING 4 � � S:ALC ki.T.S• X J/.5 +5035 -50.5 +55.5 -50. +19.0 -19.0 150.5 -50.5 Owe. or. SWS XX 74 +50.5 -5+50.� a0.5 + 19.0 -19.0 --....+5 - 0 5 _ OX or XO 75 __ 150. -50.5 -50.5 - 0.5 +19.0 -19� +50.5 -50.5 v'4 OT• 0X0 112.5 +50 5 -50.5 +50.5 -50 5 +19.0 -19 U +50.5 -50.5 KURT BALTHAZOR o"Takc xe. OXXO 149 +50.5 -50.5 +50.5 -50.5 119.0 -19.0 +505 -30.5 FLORMA P.C. 0µr;-UA-Fi01JU-CS X VENT 37.5 155. -55. 45 0 -55 NIA N A /•+8533 -_ srco t n=s _j TA9:E OF CONTENTS SHEET d DESCRIPTION t •TYPICAL ELCVATIONS &GENERAL NOTES _•.__•- 2 �ANCIIORINC LOCATIONS do DETAILS 3 ANCHORING LOCATIONS i 6 OCfAq.S i 6 -SCC DETA L _ 6 3` -I I- r 3' It SEE DETAIL I I I I I I I— e• 6 —I -- 6' 6A - J IJ ° THE THRESHOLD & INTO THE io z STRUCTURE DEEP ENOUGH o a T W d _ ol DETAIL "F" ASTRAGAL ° i tJ W B e 9 � - 6- — — — W J m < -/6 X 1-I/2' PHS 6' 3' ' DATE- 7/:;/0 _ I II 6' II 6' II _ 11 I, DDM 995-l",•i �T"'v.+ 4X or. DRAV" No %XTEmort nrmuTa 3' A4t,— 1 %j 1' c —I 6 SEE DETAIL -7 •r - O W n SEE �n -D- r O Ad,>tn01m1oNA60 cbuu6mw— y8 x 2-1/2" y10 x 2" y8 x 2-1/2" yi0 x 5/8" • •, #8 x 2-1/2" — yt0 x I" y10 x 5/8" •• —� y10 x 2' QUAIL "E" ASTRAGAL .RAME / DOOR ATTACH ASTRAGAL RETAINER BOLT DETAIL "D"DETAIL "C" STRIKE PLATE TO FRAME AS SHOWN. TYPICAL 0.962 1.375' INSWING THRESHOLD OUTSWING THRESHOLD ;EE DETAIL DETAIL E. 6 - ASTRAGAL RETAINER BOLT HLE u a iI u MUST BE DRILLED THROUGH' J IJ ° THE THRESHOLD & INTO THE �LAo z STRUCTURE DEEP ENOUGH o a T FOR A 1.375" THROW _ ol DETAIL "F" ASTRAGAL ° i IG (1/0- TEMP. GLASS) DOW 995� w/ A. STEL OECORATNE SPACER ro.W. Si[R DR BUM SPEER - 1/2- BITE W J m < -/6 X 1-I/2' PHS DATE- 7/:;/0 MG. Br: SIPS DDM 995-l",•i �T"'v.+ 4X or. DRAV" No %XTEmort nrmuTa TY !..,AGLAZIN'y L E IAIL GwG-w-FLo10 s,w -L 0. 3 SEE DETAIL C SMT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SICINED AND SEALED EY LUIS R. LOMAS. PE (FLfiR11)A #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMS, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR T41S UNIT INCLUDE #10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". 2. MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X /2" LONG CORRUGATED FASTENERS LOCATED 3" =ROM CACH END ANU MAXIMUM %" U.C. UK #10 X 2" FLAT HEAD W003 SCREWS LOCATED 6'" FROM EACH END AND MAXIMUM 12" 0 C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&NA NDA FCR SOUTHERN NINE LUMBLR AND ACHLIVLMENI OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM FMHF.DMF.NT OF 1-1/4". 4. WOOD BUCKS BY 01HERS MU51' BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 5. MINIMUM DESIGN VALUZ STRENGTH OF ANCHORS 171 LSS. HARDWARE SCHLDULc 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIFS 980 GRAX 1 DEADLOCK HARDY/ARE TO BE INSTAL -ED AAT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES Nse• � MIND MAX SHIM I C: —i I_ `M TYPICAL WOOD BUCK ANCHOR INSTAL ADON I.�s. I -- 'ti • - I MIN • ' �J_ 0.25 - MAX SHIM _I I_ AW?rsaallAla CL jv C°JIiC2liOfIH0.' urnc..r:e-.rZH ':+✓ Rent�ldBr '1 D�7eP ,rs�„ TYPICAL MASONRY ANCHOR INSIALLAFION a ul o co U p o r. _I CC SO W n Z 0- L Z �U W IAC N.T.S. 1 or Luis R. Lomas P. E- 1432 Woodford Rd. Manufacturer: Masonite Lewisville. NC 27023 Report #: 502A 336.945-9695 Date: 12/29/09 Product: Double Door with sidelites 12'x6'8" Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA-FLO132-05 DWG-MA-FLO147-06 DWG-MA-FLO162-07 DWG-MA-FLO122-05 DWG-MA-FLO134-05 DWG-MA-FLO151-06 DWG-MA-FLO168-07 DWG-MA-FLO124-05 DWG-MA-FLO140-05 DWG-MA-FLO153-06 DWG-MA-FLO170-07 DWG-MA-FLO126-05 DWG-MA-FLO142-05 DWG-MA-FLO155-06 DWG-MA-FLO172-07 DWG-MA-FLO128-05 DWG-MA-FLO143-05 DWG-MA-FLO156-06 DWG-MA-FLO174-07 DWG-MA-FLO130-05 DWG-MA-FLO146-06 DWG-MA-FLO160-07 DWG-MA-FLO175-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 3/16" 17W Tapcon, for masonry installation Anchor capacity in shear condition: Fastener type: #10 wood screw (NDS 2005.11.3) Ind. (in) Side member: Douglas Fir -Larch Main member: Spruce -Pine -Fir Side member thickness: t. c 1.000 in Main member thickness: t.= 1.500 in Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: F_- 3,350 psi Minimum required penetration: 1.330 in Screw bending yield strength: Fy6 c 80,000 psi Duration Factor: Co = 1.6 Tabulated lateral design value: Z= 107.0 lbs Allowable Design Value: Z'= 171 Ibs/onchor N/A Mode IV Fastener type: 3/16" ITW Topton N.O.A. 07-1126.10 Substrate: Hollow block Minimum embedment: 1.25 in Minimum edge distance: 1.13 in Minimum C to C spacing: 2.25 in Tabulated shear design value: Z = 112 lbs Actual C To C spacing: 3.00 in Minimum edge distance: 2.63 in C to C spacing factor: 1.00 Tabulated shear design value: Z = 197 lbs Actual edge distance: 2.50 in Design value per interpolation: Z = 169 lbs Allowable Design Value: Z'= 169 lbs/anchor Minimum anchor capacity: 171 lbs/anchor Note: Anchors with the least capacity is used for calculations to quality anchors with higher capacity. Anchor calculations, minimum required anchors Double. Pressure against stops with bump threshold: 36.38 36.38 Design pressure: 60.0 psf I Al J)AI 1 Az � I 79.25 Al 72.75 Zone Area (ft2) Load (lbs) Ind. (in) Max. O.C. (in) Anchor Result Cop' QtY Load (lbs) (lbs) A, 2.3 138 N/A N/A 171 1 138 OK Az 7.7 463 6.00 21.00 171 5 93 OK A, 7.7 463 N/A N/A 171 3 154 OK Luis R. Lomas P.E. FL No.: 62514 1 of 4 117/2010 Luis R. Lomas P. E. 1432 Woodford Rd. Lewisville. NC 27023 336.9459695 Double. Pressure away from stops: 36.38 36.38 Atl I At I 79.25 Manufacturer: Masonite Report #: 502A Date: 12/29/09 Design pressure: 60.0 psf 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Al Al Y_ Y I 1 79.25 I Design pressure: 60.0 psf m 37.50 1 I YY Y Al Max. Max. Anchor 79.25 � � ^ Area Load Ind. Al Ind. Cop. Load Zone Z (ft) (lbs) (ill) O.C. Result Cap. (in) Load Result q"'Load I (lbs)Qty (lbs) Result A, 10.0 601 6.00 21.00 171 5 120 OK A2 10.0 601 N/A N/A 171 4 150 OK 72.75 Double. Pressure against stops with saddle threshold: 36.38 36.38 Al Al Y_ Y I 1 79.25 I Design pressure: 60.0 psf m 37.50 1 I YY Y Al Max. �_ Anchor 79.25 � � ^ Area Load Ind. Al Ind. N/A i 147.75 1 Zone = (ft) (lbs) (in) O.C. Cap. (in) Load Result q"'Load I Load Result (in) (lbs)Qty (lbs) (in) A, 2.3 138 N/A N/A 171 1 138 OK AZ 8.9 532 6.00 21.00 171 5 106 OK A3 7.7 463 N/A N/A 171 3 154 OK 468 1 601 N/A N/A 171 4 150 OK 72.75 A, 10.0 Double with sidelites. Pressure against stops with bump threshold: 37.50 36.38 36.38 37.50 1 I YY Y Al Y YAC �_ J 79.25 � � ^ Result A, Al A4 AO Al Ind. N/A i 147.75 1 Double with sidelites. Pressure away from stops: 37.50 36.38 36.38 37.50 Al I Al I A2 ` l J A2 79.25 I I Al I Al { Desion pressure: 60.0 Dsf Design pressure: 60.0 psf 36.38 36.38 37.50 Y YAC Mau. Cap. (lbs) Anchor Load (lbs) Result A, Area Load Ind. N/A Al 1 ! OK Zone (ft) (lbs) (in) O.C. . q"'Load I Load Result A3 1 (ft) (lbs) (in) (in) (lbsC. Q"" (lbs) OK A, 2.4 146 N/A N/A 171 1 146 OK Ar 7.9 473 6.00 21.00 171 5 95 OK A, 1 7.8 1 468 1 N/A I N/A 171 3 156 1 OK A. 1 2.3-1 138 I -WA -r N/A 171 1 138 1 OK As 1 7.7 1 463 1 N/A I N/A 1 171 1 3 1 154 1 OK Design pressure: 60.0 psf 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 Y YAC Max. Cap. (lbs) Anchor Load (lbs) Result A, Area Load Ind. N/A Al 1 ! OK Zone (ft) (lbs) (in) O.C. Cap* q"'Load I 95 Result A3 1 7.8 1 468 N/A (in) (lbs) 3 (lbs) OK A, 2.4 146 N/A N/A 171 1 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK Aj 1 8.9 1 537 1 N/A N/A 171 4 134 1 OK A, 1 10.0 1 601 1 N/A N/A 171 4 150 1 OK 147.75 Double with sidelites. Pressure against stops with saddle threshold: 37.50 36.38 36.38 37.50 Y YAC Max. O.C. (in) Cap. (lbs) Anchor Qty Load (lbs) Result A, 2.4 79.25 Al N/A Al 1 ! OK I 7.9 147.75 2of4 Design pressure: 60.0 psf Zone Area Z (ft) Load (lbs) Ind. (in) Max. O.C. (in) Cap. (lbs) Anchor Qty Load (lbs) Result A, 2.4 146 N/A N/A 171 1 146 OK A2 7.9 473 6.00 21.00 171 5 95 OK A3 1 7.8 1 468 N/A N/A 171 3 156 OK A4 8.9 537 N/A N/A 1 171 4 134 OK A5 2.3 138 N/A N/A 171 1 138 OK A6 7.7 1 463 N/A N/A 171 3 154 OK A7 10.0 601 N/A N/A 171 4 150 OK �\\\lIIIII///// �,\` S R- t 0 i \GENSF ,s =*• 0 51 •*= �.0 . TATE OF ��,c�s :c� ORO' �ONA1.�E���`� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 3of4 Luis R. Lomas P. E. 1432 Woodford Rd. Manufacturer: Masonite Lewisville. NC 27023 Report #: 502A 336.9459695 Date: 12/29/09 Anchor Locations: Double door with sidelites 8 _I I 8 8 N h h Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 0\111111/// 0 / /iii E IV `TATE OF •cam= '<v PG 0R10. 0NAIL 1�?�\\� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 4 of 4 Luis P. Lomas P. E. 1432 Woodford Rd. Lewisville. NC 27023 336-9459695 Anchor Locations: Double door -36.38 36.38 6.00 TYP. 6.00 TYP. t 18.19 TYP. 3.00 TYP. 6.00 1 I 13.45 MAX. O.C. J- 79.25 I J- 6.00 I Manufacturer: Masonite Report #: 502A - Date: 12/29/09 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. `\\\\5 Rl I IL O `��� ENs�'9s�� * 0„251 -� •*- _ ;{fir - -o �= TAT OF 4-; tv CC- 0 OR • \'�\�� �01M.It if I `E\\N��� Luis R. Lomas P.E. FL No.: 62514 1/7/2010 F OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, . Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) Rev. 9.14.2009 I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of N the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is = N responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I 2 /— may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I N may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in l year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. f2 N I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an N owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not -licensed to -perform the work. -being-done. Any -person working -on -my building -who- Is -not -licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009