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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Z DATE FILED: PLAN REVIEW FEE: � RECEIPT NO.: PERMIT NUMBER: CONCURRENCY FEE;7 . RECEIPT NO.: CERT. CAP. NO.: -'ALL INFO MUST BE COMPLETE . &TILLED INTO BE ACCI+JPTI+;D PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue R. Pierce, FL 34982-5652 _ �i/V,,V 772-462;-1553 �t �4cleCo/'nt G APPLICATIONfor BUILDING PERMIT y CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE. ADDRESS: 7932 Links Way, Port Saint Lucie, FL 34986 2. PROJECT NAME:_ Gress Point SITE PLAN NAME: Judi Hatton-Donaghey 3: PROPERTY TAX ID #: 3327-709-0003-000-0. 4. LEGAL DESCRIPTION (attach extra sheets if necessary): POT) 26 at the Reserve Phast TT, Cypress Point 5. PLAT BOOK 3176 6. PAGE NO. 1667 7. BLOCK NO. 8. LOT NO. 48 .9. PARCEL SIZE (ACRES/SQ FT.): 0.22 LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTION PROJECT OR WORK ACTIVITY: Remediation & restoration of building materials damaged due to water intrusion. and removal. and.replacement of insulation, drywall and base- boards surrounding the perimeter of windows being removed and replaced in Dining Room, Den and Power Room. 11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE- 12. TYPE OF CONSTRUCTION (Check all appropriate bogies) [ ] N0NICONSTRUCTION [ I EXPANSION/ADDITION M INTERIOR RENOVATION [K] RESIDENTIAL:. [ I COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) .1 DESCRIPTION OF PROPOSED USE: Remediation of damaged bldg. material due.to water and buildout remediated areas 14. SQ. FT OF CONSTRUCTION: N/A 15. SF. FT 1st FLOOR: 16. VALUC OF CONSTRUCTION: S '`'/ & 1 006. 00 The vaitte'of construction is'used to detamine the mount ofperniii fees to be assessed. St. Lucie County reserves the right to question and/or modify -the indicated . value of conslniction if it is demonstrated that the submitted figures are not consistent ivith similar types of construction activities. If the value is $2500 or more, a RECORDED Notice ofCommencemcnt must be submitted milh this application. SLCCDV Tornt No.: 061-02 U1'1)A'1113 6125109 OWNER INFORMATION NAME: Judi Hatton-Donaghey ADDRESS: 7932 Links Way CITY: Port Saint Lucie STATE: Florida ZIP. 33418 PHONE (DAYTIME)h�r� Email: ih�ceaaol-com _ IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: NIA ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): CONTRACTOR INFORMATION ST. of FL REG.CERT #: CGCO12501 ST.. LUCIE COUNTY CERT #: 28536 BUSINESS NAME: Sabatello Construction of Florida, Inc. QUALIFIERS NAME: Theodore P_ Sabatello ADDRESS: 5610 PGA Boulevard, Suite 114 CITY: Palm Beach Gardens STATE: -Florida ZIP: 33418 PHONE (DAYTIME): (561 } _ 626-7600 FAX NO. _ (561) 775 -9117 Email: Debbie@sabatellocompanies.com ARCHIT/ENGINEER: _ Aral Consulting Engineers, Inc. ADDRESS: 721 US High -way One Suite 224 CITY: North Palm Beach STATE: Florida ZIP: 33408 PHONE (DAYTIME): (561) 840-7422 BONDING COMPANY: _ N/A ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: N/A ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 64 days after notification it will be voided and returned tayou by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. 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 the standards of all laws regulating construction In this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, 1VELLS, POOLS, FURNACES, BOILERS, ]HEATERS, TANKS, AND AIR CONDITIONERS, .FENCES, ETC., not otherwise included',vlth this building permit application. St. Lucie County stakes no representation that its granting of a permit will authorize the permit holder to build tine subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions ►vidch may apply. The following building permit applications are exempt from undergoing a full coneurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non- residential use, NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OIL COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER ORAN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF 1T IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROA4ISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHM ENT, STATE OF FLORIDA J COUNTY OF Patin Beach Tine foregoing Instrument was nelmolPledged before ine this 23rd day of December 20 13 , by Judi Hatton-Donaghey who is personally known _ or has produced (-VlorV# Driver's e s as identification. Signature of Notary CONTRACTOR SIGNATURE STATE OF FLORIDA COUNTY OF Palm Reach The foregoing instriunnent was nclnnowledged before nie this 23rd tiny of Decentbet ____—, 20 13 , by Theodore P. Sabatello who is personally known ___X__ or has produced of Notary Commission No. O�PFYPGA` J.BROOKS Commission . 4(t!VPG6l ( mission # DD 957386 J.1-a3$ 9 4e Expires April .15, 2014 Cnmmiasion # DD 957386 BUIMTkuTmyFain imrarm 80MV019 �a` WiM April 15, 2014 bF Olin* Ttitu TR Fain inaaa w e00 n&7019 NOTE: TWO (2) SIGNATURU ARE REQUIRE, D. EACH SIGNATURE MUST BE NOTARIZED, TV FOR THIS BUILDING PERMIT AS AN OWNERIBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OIVNER BUILDEIt ArI IDAVIT WILL BE REQUIRED FOR.ALL OWNER/BUILDER APPLICANTS. as identification. For specific instructions see appropriate perinit checklist. OFFICE USE ONLY BP #: SECTION TOWNSHIP RANGE MAP NO. ZONING LAND USE LOT CVG % TAZ NO: FLOOD ZONE FIRM MAP # 1 sr FLR ELV MAX HGT CONST TYPE OCCUP TYPE: MAX OCCUP # OF FLRS WATER SEWER SPRINKLERS STORMWATER LOT OF REC Before 1/1990 LOT OF REC After 1/1990 LOT SPLIT REQUIRED LOT SPLIT APPROVED REPORT CODE HABITABLE AREA (RADON) RADON FEE PERMIT FEE LIBRARY IMPAC"I' FEE PUBLIC BLD IMPACT FEE CORRECTION PUBIC BLD IMPACT FEE GENERAL PARKS IMPACT FEE: SCHOOL IMPACT FEE ROAD- IMPACT FEE CREDIT Y N LAW ENF IMPACT FEE FIRE/EMS IMPACT FEE DRIVEWAY REQUIRED Y N DRIVEWAY FEE ADMINISTRATIVE VARIANCE FEE SPECIFY SUBS REQUIRED MECHANIC ROOF ELECTRIC GAS PLUMBING NON -CONFORMING LOT OF RECORD FEES MISCELLANEOUS FEES DATE: SENT TO ADDRESSING: REVIEWS FRONT COUNTER ZONING REVIEW SUPERVISOR REVIEW PLANS REVIEW VEGETATION REVIEW SEA TUWI'LE REVIEW MANGROVE REVIEW DATE RECEIVED 02• Q DATE COMPLETED INITIALS JOSEPH E. SMITH 17— K OF THE CIRCUIT COURT - SAII `XCIE COUNTY FILE # 3914614 ,r OK 3594 .PAGE 2686, Recorded !13/2014 at 08:28 Document Prepared by and returned to after recording: SABATELLO CONSTRUCTION of FLORIDA INC 5610 PGA BLVD., SUITE 114 PALM REACH GARDENS, FL 33418 Permit No.: Tax Folio No: 3327-709-0003-000-0 STATE OF FLORIDA NOTICE OF COMMENCEMENT COUNTY OF ST. LUCIE The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713, Florida Statutes the following is provided in this Notice of Commencement. 1. Legal Description of the property: POD 26 AT THE RESERVE PHASE I I CYPRESS POINT LOT 48 7932 LINKS WAY, PORT ST. LUCIE, FL 34986 2. General description of improvement: Remediation and restoration of water damaged building materials due to water intrusion to Dining Room, Den and Power Room windows. Removal and replacement of drywall, insulation, baseboards surrounding the perimeter of the above location windows to be removed and replaced. 3. Owner information or lessee information if the lessee contracted for the improvement: a. Judi Hatton Donaghey 7932 Links Way Port St. Lucie, FL 34986 b. Owner's interest in the site of improvements: Fee Simple c. Name & Address of fee simple title holders (if other than Owner): N/A 4. a. Contractor: Sabatello Construction of Florida, Inc. 5610 PGA Blvd., Suite 114 Palm Beach Gardens, FL 33418 b. (516) 626-7600 5. Surety on the payment bond (if any): a. Name & Address: N/A b. Phone: N/A c. Amount of Bond: $ N/A 6. Lender making loan for the construction of improvements (if any): a. Name: _ Address: N/A b. Phone: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name & Address: N/A b. Phone: N/A 8. a. In addition to himself or herself, Owner designates the following person(s), to receive a copy of the Lienor's Notice as provided in Section 713.13 (l)(b) of the Florida Statute: Name, Address & Phone: 9. Expiration date' for this Notice of Commencement (*the expiration date will be one (1) year from the date of recording unless a different date is specified: ARNINC TO OwNE:ANYPAYMENIS MADEBY TNlOWNERA RTNEW�[RAT(ONOVTENOT1eE0PCOMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER CNAPrlR 111. PART I, SECTION TILII FLOfUOA STATUTES, \ND CAN RESU NYOUR PAYING TIYICPJPO¢CIIPROVCMENTS TO YOUR PROPERTY. ANOTICLOF[OMMENCEMENL NIOSTBE RECORDED AND POSTED ON THE JOB SITE BEFORE TBE rRST 1NSP MON. IF YOU NTEND TOOK U W"CING.CONSULTYITR YOU LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDmO YOUR NOTICE OP COMMENCEMENT. Judi Hatton Dona�v Sig of Owner or weer Ihorizd occtor annv Print Name and provide Sig.-y', Tiee/Offim STATE OF FLORIDA COUNTY OF PALM BEACH �" ' The foregoing instrument was acknowledged before me this 1�day of LGex v 20 43 by lTltL�.li Fi'RZTOr\�1f1L1G%1P.r j , as 0WM1(l:✓ for (Name of Person signing a e) (type of authority, Title/Office) (name of party on behalf of whom instrument was executed) Personally Known or Produced Identification Type of Id tifi 'on Produce i i2. ULL'/t%Si (Seal) �0BY PV Y+ DF9RA J. BROOKS Commisel n#DD957386 ;� a Eypiresgpril15,2014 Debra J.Broo otaryeFP>•� apdedThurvrreDYvNlaPi1)+:1011 STATOF FLORIDA ST. LU IE C THIS j1ERYTH TTH S IS TRUE ' C PY FORIGINBY'J11614 � . Dete• s.�hat l�� construction of fl®rida inn February 18, 2104 St. Lucie County FEB.,1 5 613. _ Planning & Code Regulation Division Public works 2300 Virginia Avenue at. Lucie count, F4 Fort Pierce, FL 34982 - Attention: Ms. Angela Huff RE: PERMIT#1401-0120 (Still .in progress with Joe Cicio) 7932 Links Way Port St. Lucie, FL 34986 Dear Ms. Huff, - You helped me with the original:submittal, of this permit application, so [.am writing 'to you for your assistance again, please. I received a Correction Notice on the -above, referenced permit number and.as soon as I received the Correction Notice via email from; Mr. Joe' Cicio, I .was advised there was a Change Order #1 to this contract -and original -permit submittal,'so that means Revision for'changes. have attached a copy,of the email. Review Comments that I received from Mr. Cicio and I have now enclosed a Revision #1application., along with a new Revised Scope -of Work showing the additional window now to be changed out.: . I have all hew engineer caluclations for wind pressures attached now applying to this Revision #1-. Fhave,included Mr. Cicio's requests on, all of the new_ submittals as' he requested. I would appreciate you processing this however you need to and let m'e -know if. I have missed anything:. Please find our company check in the amount of $_50:00, to cover the revision submittal; along with a. copy of my Driver's License that I am, submitting this to you.. ;Thanking. you in .advance for. your help and I hope this will clear up any issues Mr. Cicio,had with our, original submittal. Please email meat Debbie(a--)sabatellocompanies.com if there is any problem. Yours truly, B ELLO CONSTR TION OF-FLORIDA, INC. :. Debbie Brooks, Customer Service Manager Encloures: Review Comment Sheet, Revision#1 Application, Company Check for $50.00, Copy of Driver's License 5610 PGA. Boulevard: a Suite 114 • Palm Beach Gardens, Florida 33418 Telephone (561) 626-7600' •.• Facsimile (561) 775-9117 CGC 012 01.: www.sabatellocompanies.com CGC 01:2678 www.sabatel loenvironmental.com A SCOPE OF WORK - REVISED sabatello construction of florida,_1nc. Judi Donaghey THESE PLANS AND ALL PROPOSED WORK 7932 Links Way ARE SUBJECT TO ANY CORRECT IONS O.Pry 4986 REQUIRED BY FIELD INSPECTORS THAT e a be 9, 29 3 MAY RE NECESSARY IfiN.ORDER TO February 6, 2:104 COMPLY WITH ALL APPLICABLE CODES. Remediation: The following areas will be remediated as follows: A. Dining Room: Side facing window wall B. Den: • Street facing wall ® C. Powder Room: �0 Around side facing window D. Master Bath: Water:closet window W/ ST. LUCIE COUNTY BUILDING DIVISION REVIE FOR PLIANC REVIEWED BY DATE / PLANS AND P IT MUST BE KEPT ON JOB_ OR NO INSPECTION WILL BE: MADE Water damaged and mold affected drywall, insulation, and baseboard surrounding the perimeter of -the Dining Room, Den and Powder Room and Master bath water closet windows, will be removed and disposed in accordance with Remediation Protocols. Build Back & Restoration of the Remediated Areas: 1. Replacement of remediated insulation, drywall and baseboards. 2. Paint walls to match existing with two (2) coats of Low VOC flat latex paint by Sherwin- Williams or equal. Replacement of Windows irr the Following Areas: 1. Removeand replace side facing Dining Room window with PGT Series PW701 H, Impact Resistant fixed glass with gray tinted, glass and white aluminum frame. 2. Remove and replace street facing Den windows with PGT Series 700SH, Impact Resistant glass, with gray tinted glass and white aluminum frame. 3. Remove and replace Den windows on 2 sides of angle walls with PGT Series p�",�H, 700SH Impact Resistant glass, with gray tinted glass and white aluminum frame. 4. Remove and replace side facing Powder Room window with PGT Series 700SH, Impact Resistant glass with gray tinted glass and white aluminum frame. 5. Remove and replace side facing Master Bath water closet window with PGT Series 700SH, Impact Resistant glass with gray tinted glass and while aluminum frame. DINING ROOM: Two (2) 36.000W xiO3.000H PGT PW701H Fixed Impact Resistant glass with mullions. MASTER BATH: 19.125W X 38.375H PGT Series 70.0 Single Hung, Impact Resistant POWDER BATH: One (1) 26.500W x 49.500H PGT Series 700 Single Hung, Impact DEN: Two (2) 50.000W x 71.000H PGT Series 700 Single Hung Impact Resistant' glass and on each side Two (2) 36.000W x 71.000H PGT Sees 700 single hung in the center. �_ ---- —7 -30------ SP1>!i 12: ;27 15 a;6 • 15 14 •'8 etas C2375 S5 1 -21 O PH 22 _482 .7 0 T \; ^r n ., .. � I� \r fh, ♦� Via, '.J ���, ♦ �' , :'„�, 1 /, ~\mot /~'\~. ..�' ! `W7. � j' /✓ ', ,. • �.'.- Ufa '� �•^'T' x ....,;,yam "W41, {b..hr.,yr._..� Donaghey 7932 Linds Way Pt. St. Lucie, FL Revision #1 to Permit #1401-0120 submitted i PTIMIII�T ,u r Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject (2) 36Wx71H, C & C Wind Loads Date : 2/13/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. a Desein Wind Pressurep Equation 30 4-1(ASCE 7 10) Components and Cladding Low -Rise Buildings P : gh[(GCp)—(GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi : Table 26.11-1 Veloclty Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd V 2 Where: Constant = Numerical Constant Mean Sea Level Air Density @MSL Occupancy Category Exposure Category a Zg Basic Wind Speed Mean Roof Height Where: Kh M Topography Kzt @h Kd qh L CIA, It7 % • [ ( Air density lb/ cu ft) / (32.2 ft/s2 •[(mi/h )(5280 ft/mi) • (1 hr/3600 s )] 2 0.00256 0.00 ft 0.0765 Ib/cu ft C 9.50 = 900.00 ft = 170.00 mph = 25.00 ft = Velocity pressure coefficient @ height h = 2.01•( Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/Zg) A (2/a) for Z < 15 ft = 0.95 = Topographic factor _ (1+K1•K2•K3)2 = None = 1.00 = Wind directionality factor = 0.85 = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) 41X �� Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject (2) 36Wx71H, C & C Wind Loads Date 2/13/2014 Location 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient, GCpi, Table 26.11-1 b,UUUIUUU ' MU External Pressure Coefficients, GCp. Figure 30.4-2 (roof) and Figure 30.4-2 (walls) 400.00 26.56 I 0.30 -0.80 200.00 26.56 0.30 -1.20 -2.20 25.00 26.56 0.42 ----------- -2.36 -3.22 35.50 All 0.90 -1.00 35.50 All 0.90 -1.21 Design Wind Pressure, P, Equation 30.4-1. 0.18 -0.18 O 59.44 j 0.30 -0.80 0.18 -0.18 7.13 1 28.53 -58.26 i -36.86 59.44 0.30 -1.20 0.18 -0.18 7.13 L 28.53 -82.03 -60.63 59.44 0.42 -2.36 0.18 i -0.18 14.29 35.69 151.06 -129.66 1 59.44 0.90 -1.00 0.18 i -0.18 42.97 64.37 -70.31 -48.91 59.44 0.90 -1.21 0.18 -0.18 42.97 64.37 1 -82.37 -60.97 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, P, Equation 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 i -1.00 0.18 i -0.18 -70.14 -48.74 59.44 -2.20 0.18 -0.18 -141.48 -120.08 59-44 -3.22 0.18 -0.18 -202.26 -180.86 Is I -1 i Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject (2) 36Wx71H, C & C Wind Loads Date : 2/13/2014 Location : 7932 Links Way, Port St. Lucie, FL34986 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". The design pressures given below are determined by using ultimate design wind speeds (Vult). The ultimate design speed can be converted to nominal design wind speed (Vasd) by using FBC - Table 1609.3.1 or the FBC - Equation 16-32 (Vasd = Vult * �0.6 = 132 mph), and FBC - Residential Table R301.2.1.3. Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 2x36" Wide x 71" High Edge Distance for Window: 4.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Vult Wind Design Pressures per FBC - Section 1609: pult+ = +64.37 psf. pult- = -82.37 psf. Calculated Wind Loads on Windows per FBC - Sections 1609.1.5, 2404.1, & Residential - R301.2.1.7: pasd = 0.6 x pult: pasd+ = +38.62 psf. pasd- = -49.42 psf. 7 F 11-1=- COPY Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject CZ) 50Wx71H, C & C Wind Loads Date : 2/13/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Desein Wind Pressurep Equation 30 4-1(ASCE 7 10) Components and Cladding Low -Rise Buildings P : gh[(GCp) — (GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 3a3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh - Kzt • Kd • V 2 Where: Constant = Numerical Constant Mean Sea Level Air Density @MSL Occupancy Category Exposure Category a Zg Basic Wind Speed Mean Roof Height Where : Kh Kzt Topography Kzt @h Kd Yz • [ ( Air density lb/ cu ft) / (32.2 ft/sz •[( mi/h)(5280 ft/mi) • (1 hr/3600 s )] z 0.00256 0.00 ft 0.0765 Ib/cu ft C 9.50 = 900.00 ft = 170.00 mph = 25.00 ft = Velocity pressure coefficient @ height h = 2.01•( Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/7,g) A (2/a) for Z < 15 ft = 0.95 = Topographic factor _ (1+K1•K2•K3)2 = None = 1.00 = Wind directionality factor = 0.85 = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26.6-1) Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 50Wx71H, C & C Wind Loads Date 2/13/2014 Location 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient, GCol, Table 26.11-1 -0.18 External Pressure Coefficients, GC% Figure 30.4-2 (roofl and Figure 30.4-1 (walls) 400.00 26.56 0.30 -0.80 200.00 1 26.56 i 0.30 -1.20 i -2.20 25.00 i 26.56 0.42 -2.36 i -3.22 24.65 All 0.93 -1.03 24.65 All 0.93 -1.26 Design Wind Pressure, p, Equation 30.4-1. 59.44 0.30 -0.80 1 0.18 -0.18 7.13 28.53 i -58.26 -36.86 59.44 0.30 -1.20 0.18 -0.18 7.13 28.53 -82.03 -60.63 59.44 0.42 -2.36 0.18 -0.18 14.29 35.69 -151.06 1 -129.66 59-44 0.93 -1.03 0.18 -0.18 44.63 66.03 -71.98 -50.58 59.44 0.93 1 -1.26 0.18 -0.18 44.63 66.03 -85.70 -64.30 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, P. Equation 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 I -1.00 j 0.18 1 -0.18 i -70.14 -48.74 59.44 -2.20 018 -0.18 i -141.48 -120.08 59.44 -3.22 0.18 -0.18 -202.26 -180.86 Aral Consulting Engineers, Inc. Project Donaghey Res. Subject 50W011-1, C & C Wind Loads Location : 7932 Links Way, Port St. Lucie, FL34986 File 13612570 Date : 2/13/2014 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". The design pressures given below are determined by using ultimate design wind speeds (Vult). The ultimate design speed can be converted to nominal design wind speed (Vasd) by using FBC - Table 1609.3.1 or the FBC - Equation 16-32 (Vasd = Vult * 40.6 = 132 mph), and FBC - Residential, Table R301.2.1.3 Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 50" Wide x71 "' High Edge Distance for Window: 0.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Vult Wind Design Pressures per FBC - Section 1609: Ault + _ +66.03 psf. pult - _ -85.70 psf. Calculated Wind Load on Windows per FBC - Sections 1609.1.5, 2404.1, & Residential - R301.2.1.7: pasd = 0.6 x pult: pasd + = +39.62 psf. pasd - = -51.42 psf. Aral Consulting Engineers, Inc. Project Donaghey Res. Subject 19.125Wx38.375H, C & C Wind Loads Location : 7932 Links Way, Port St. Lucie, FL 34986 Desein Wind Pressure a Equation 30 4-1(ASCE 7 10) File 13612570 Date : 2/13/2014 Eng E.A. Components and Cladding Low -Rise Buildings P : gh[(GCp) — (GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V 2 Where: Constant = Numerical Constant Mean Sea Level Air Density @MSL Occupancy Category Exposure Category a Z9 Basic Wind Speed Mean Roof Height Where: Kh Kzt Topography Kzt @h Kd qh t� k is ,1' �. Y2 • [ ( Air density lb/ cu ft) / ( 32.2 ft/s2 •[(mVh )(5280 ft/mi) • (1 hr/3600 s )] 2 0.00256 0.00 ft 0.0765 Ib/cu ft C 9.50 = 900.00 ft = 170.00 mph = 25.00 ft = Velocity pressure coefficient @ height h = 2.01•(Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/7,g) A (2/a) for Z < 15 ft = 0.95 = Topographic factor _ (1 + Ki • K2 • K3) 2 = None = 1.00 = Wind directionality factor = 0.85 = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26. Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 19.125Wx38.375H, C & C Wind Loads Date 2/13/2014 Location 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient, GCPi, Table 26.11-1 External Pressure Coefficients. GCo, Figure 30.4-2 (roof) and Figure 30.4-1 (walls) 400.00 26.56 0.30 -0.80 i 200.00 26.56 0.30 -1.20 -2.20 25.00 26.56 0.42 -2.36 -3.22 2-- 5.10 All 1.00 -1.10 5.10 All 1.00 -1.40 Design Wind Pressure, P. Equation 30.4-1. 59.44 0.30 -0.80 0.18 -0.18 7.13 28.53 ! - 58.26 -36.86 59.44 0.30 -1.20 0.18 -0.18 7.13 28.53 82.03 -60.63 59.44 0.42 -2.36 J 0.18 -0.18 14.29 35.69 -151.06 -129.66 59.44 1.00 -1.10 0.18 -0.18 48.74 70.14 -76.09 -54.69 59.44 1 1.00 -1.40 - 0.18 f -------- --- -0.18 48.74 1 70.14 -93.92 -72.52 Positive and negative values of external and internal pressures are combined to determine four possible pressures. pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, P, Equation 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 -1.00 i 0.18 0.18 59.44 -2.20 0.18 -0.18 59.44 -3.22 0.18 i -0.18 A. LN Et 'LCO i"L#� P'w" L'�Yi -70.14 j -48.74 -141.48 -120.08 -202.26 -180.86 Aral Consulting Engineers, Inc. Project Donaghey Res. • Subject 19.125Wx38.375H, C & C Wind Loads Location : 7932 Links Way, Port St. Lucie, FL34986 File 13612570 Date : 2/13/2014 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". The design pressures given below are determined by using ultimate design wind speeds (Vult). The ultimate design speed can be converted to nominal design wind speed (Vasd) by using FBC - Table 1609.3.1 or the FBC - Equation 16-32 (Vasd = Vult **6 = 132 mph), and FBC - Residential, Table R301.2.1.3. Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 10.125" Wide x 38.375"' High Edge Distance for Window: 5.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Vult Wind Design Pressures per FBC - Section 1609: Ault + = +70.14 psf. Ault - = -93.92 psf. Calculated Wind Loads on Windows per FBC - Sections 1609.1.5, 2404.1, & Residential - R301.2.1.7: pasd = 0.6 x pult:: pasd + = +42.08 psf. pasd - = -56.35 psf. Ory r Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 26.5Wx49.5H, C & C Wind Loads Date : 2/13/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Desein Wind Pressure o Equation 30 4-1(ASCE 7101 Components and Cladding Low -Rise Buildings P : gh[(GCp)—(GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi : Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Krt • Kd • V a Where: Constant = Numerical Constant Mean Sea Level Air Density @MSL Occupancy Category Exposure Category a Z9 Basic Wind Speed Mean Roof Height Where: Kh Krt Topography Kzt @h Kd qh X • [ ( Air density lb/ cu ft) / (32.2 ft/sZ •[( mi/h )(5280 ft/mi) • (1 hr/3600 s )] 2 0.00256 0.00 ft 0.0765 Ib/cu ft C 9.50 = 900.00 ft = 170.00 mph = 25.00 ft = Velocity pressure coefficient @ height h = 2.01•(Z/Zg) ^ (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/ ,g) ^ (2/a) for Z < 15 ft = 0.95 = Topographic factor _ (1 + Kl • K2 • K3) 2 = None = 1.00 = Wind directionality factor = 0.85 = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26.6-1) Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 26.5M49.51-1, C & C Wind Loads Date 2/13/2014 Location 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient, GCPI, Table 26.11-1 Extemal Pressure Coefficients, GCp, Figure 30.4-2 froofl and Figure 30.4-1 (walls) 400-00 26.56 0.30 -0.80 200.00 26.56 0.30 -1.20 -2.20 25.00 26.56 0.42 1 -2.36 -3.22 9.10 All 1.00 -1.10 9.10 All 1.00 -1.40 Design Wind Pressure, p. Equation 30.4-1. 59.44 0.30 -0.80 0.18 j -0.18 7.13 28.53 1 -58.26 -36.86 59.44 0.30 -1.20 0.18 -0.18 7.13 28.53 -82.03 -60.63 59.44 0.42 -2.36 0.18 -0.18 14.29 35.69 -151.06 -129.66 59.44 1.00 -1.10 0.18 1 -0.18 48.74 70.14 -76.09 -54.69 59.44 1.00 -1.40 0.18 -0.18 48.74 70.14 -93.92 -72.52 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, p, Equation 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 -1.00 0.18 1 -0.18 -70.14 1 -48.74 59.44 -2.20 0.18 J -0.18 i -141.48 -120.08 59.44 -3.22 0.18 -0.18 -202.26 -180.86 nn F;�M L c(opy Aral Consulting Engineers, Inc. Project Donaghey Res. Subject 26.SM49.51-1, C & C Wind Loads Location : 7932 Links Way, Port St. Lucie, FL34986 File 13612570 Date : 2/13/2014 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". The design pressures given below are determined by using ultimate design wind speeds (Vult). The ultimate design speed can be converted to nominal design wind speed (Vasd) by using FBC - Table 1609.3.1 or the FBC - Equation 16-32 (Vasd = Vult * �0.6 = 132 mph) , and FBC - Residential, Table R301.2.1.3. Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 26.5" Wide x 49.5"' High Edge Distance for Window: 24.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Vult Wind Design Pressures per FBC - Section 1609: Ault + _ +70.14 psf. Ault - _ -76.09 psf. Calculated Wind Load on Windows per FBC - Sections 1609.1.5, 2404.1, & Residential - R301.2.1.7: pasd = 0.6 x pult: pasd + = +42.08 psf. pasd - = 45.65 psf. Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 2-36Wx103H, C & C Wind Loads Date : 2/13/2014 Location : 7932 Links Way, Port St. Lucie, FL34986 Eng E.A. Desain Wind Pressure p Equation 30 4-1(ASCE 7-10). SYstern °' Components and Cladding Structwe Type Equation Low -Rise Buildings P : gh[(GCp)—(GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi : Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V 2 Where: Constant = Numerical Constant Mean Sea Level Air Density @MSL Occupancy Category Exposure Category a Zg Basic Wind Speed Mean Roof Height Where: Kh Kzt Topography Kzt @h Kd qh Y [ ( Air density lb/ cu ft) / (32.2 ft/sZ •[(mi/h )(5280 ft/mi) • (1 hr/3600 s )] 2 0.00256 0.00 ft 0.0765 Ib/cu ft II C 9.50 = 900.00 ft = 170.00 mph = 25.00 ft = Velocity pressure coefficient @ height h = 2.01•( Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/7,g) A (2/a) for Z < 15 ft = 0.95 = Topographic factor _ (1+K1•K2•K3)2 = None = 1.00 = Wind directionality factor = 0.85 = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 2-36MI031-1, C & C Wind Loads Date 2/13/2014 Location 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient, GCPi, Table 26.11-1 External Pressure Coefficients, GO, Figure 30.4-2 (roof) and Figure 30.4-1 (walls) 400-00 26.56 0.30 -0.80 200.00 26.56 0.30 -1.20 -2.20 25.00 26.56 0.42 -2.36 -3.22 51.50 All 0.87 -0.97 51.50 All 0.87 -- -1.15 Design Wind Pressure, P. Equation 30.4-1. 59.44 0.30 -0.80 0.18 -0.18 7.13 i 28.53 -58.26 -36.86 59.44 0.30 -1.20 0.18 -0.18 7.13 28.53 -82.03 -60.63 59.44 0.42 -2.36 0.18 -0.18 14.29 35.69 -151.06 -129.66 59.44 0.87 -0.97 0.18 -0.18 41.27 62.67 -68.62 -47.22 59.44 0.87 -1-15 0.18 -0.18 41.27 62.67 -78.98 -57.58 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, P. Equation 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). 59-44 -1-00 i 0.18 1: -0.18 1 -70.14 1: -48.74 59.44 -2.20 i 0.18 1 0.18 -141.48 1 -120.08 59.44 -3.22 0.18 -0.18 -202.26 -180.86 1 66 Aral Consulting Engineers, Inc. Project Donaghey Res. Subject 2-36Wx103H, C & C Wind Loads Location : 7932 Links Way, Port St. Lucie, FL34986 File 13612570 Date : 2/13/2014 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". The design pressures given below are determined by using ultimate design wind speeds (Vult). The ultimate design speed can be converted to nominal design wind speed (Vasd) by using FBC - Table 1609.3.1 or the FBC - Equation 16-32 (Vasd = Vult **.6 =132 mph), and FBC - Residential, Table R301.2.1.3. Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10, Dimensions of Window: 2 - 36" Wide x 71... High Edge Distance for Window: 4.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Vult Wind Design Pressures per FBC - Section 1609: Ault + = +62.67 psf. Ault - = -78.98 psf Calculated Wind Load on Windows per FBC - Sections 1609.1.5, 2404.1, & Residential - R301.2.1.7: pasd = 0.6 x pult: pasd + = +37.60 psf. pasd - = -47.39 psf .�- Florida Building Code Online Page 1 of 4 • °-9 Florida Depaltmentof BCIS Home Log In I User Registration Hot Topics Submit Surcharge Slats & Facts Publications f Ric Staff BCIS Site Map Links Search i - ' Busines product Approval Professi aI USER: Public User Regulation 'E Product Approval Menu > Product or Application Search > Application List > Application Detail FflL" FL # FL243-R15 COPY Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category WindttY�( Subcategory Fixe Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Year 1994 http://www.floridabuilding.org/pr/Pi _app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ35V... 2/18/2014 Florida Building Code Online Page 2 of 4 of Products FL # Model, Number or Name 243.1 CA-640 Fixed Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Description Aluminum Fixed Window used with Casement/Awning Certification Agency Certificate FL243 R15 C CAC 12-1218.12.1)df Quality Assurance Contract Expiration Date 04/11/2018 Installation Instructions FL243 R15 II 12-1218.12.1)df Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11111803.odf Approved for use outside HVHZ: Yes FL243 R15 C CAC 12-1218.11.odf Impact Resistant: Yes FL243 R15 C CAC 13012927.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami -Dade County Notice of 04/11/2018 Acceptance (NOA) for product performance information, Installation Instructions anchorage details, and anchor type, size, and spacing FL243 R15 II 12-1218.11.odf information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 PW - 220 (Non -Impact) Prev. F-6000 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 11-1114.14.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13-1009.04.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13-1009.04.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW - 620 Aluminum Fixed Window (formerly 701 NI) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050204.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050204.13df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW - 7 00 Aluminum Fixed Window (formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050203.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050203.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDqu3 mwFvZ3 5 V ... 2/ 18/2014 Florida Building Code Online Page 3 of 4 243.7 PW - 820 Aluminum Fixed Window (formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050203.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050203.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.19.Ddf Approved for use outside HVHZ: Yes FL243 R15 C CAC 11111803.Ddf Impact Resistant: Yes FL243 R15 C CAC 12101702.Ddf Design Pressure: N/A FL243 R15 C CAC 13012927.0f Other: Please see the Miami -Dade County Notice of Quality Assurance Contract Expiration Date Acceptance (NOA) for product performance information, 08/11/2015 anchorage details, and anchor type, size, and spacing Installation Instructions information. FL243 R15 II 11-1114.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-2820 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.19.Ddf Approved for use outside HVHZ: Yes FL243 R15 C CAC 11111803.odf Impact Resistant: Yes FL243 R15 C CAC 12101702.Ddf Design Pressure: N/A FL243 R15 C CAC 13012927.Ddf Other: Please see the Miami -Dade County Notice of Quality Assurance Contract Expiration Date Acceptance (NOA) for product performance information, 08/11/2015 anchorage details, and anchor type, size, and spacing Installation Instructions information. FL243 R15 II 11-1114.19.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-3020 (Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 12051605.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 12051605.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 PW-3020 (Small Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11111803.odf Approved for use outside HVHZ: Yes FL243 R15 C CAC 12-1114.05 sm.Ddf Impact Resistant: Yes FL243 R15 C CAC 13012927.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami -Dade County Notice of 04/17/2018 Acceptance (NOA) for product performance information, Installation Instructions anchorage details, and anchor type, size, and spacing FL243 R15 II 12-1114.05 sm.Ddf information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 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 mail. 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 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu3mwFvZ3 5 V... 2/ 18/2014 Florida Building Code Online Page 4 of 4 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: M ® eCliik M PUM Credit Ca Card SAFE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5V ... 2/18/2014 MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 2599 wrv-,v,miamidade.govlecononi� PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E 2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. _xpiratiQ te: a rua'rg3"9 Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202---94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTIr3835 and FT1,3850, dated-07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04129/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). -� Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. _for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by manufacture, dated 04129/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FT14212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, dated 07/18 and 31103, all signed and sealed by Joseph C. Chan, P. E. (Subnzitterl under previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW- 701 Aluminum Fixed Window — L.M.I." approved on 02/02/12 and expiring on . 02/19/14. Jaime D. Gascon, P-.-E. Product Control Section Supervisor NOA No. 13- 0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E ---- 2 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED S TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE OWHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUST TEMPERED. 3) FOR MASONRY APPLICATIONS W MIAMFDADE COUNTY, USE ONLY MIAMI-DARE COUNTYAPPROVED MASONRY ANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE. ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WOOD BUCKS LESS THAN 1-M-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1%WOOD BUCKSARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-117THICKOR GREATER. WAND 2X BUCKS (MIEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTUREWOO BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD, (A0% 6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEAUNGIFLASMINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX 1W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BYOTHERS, MUST BE SUFFICIENTLYANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. T) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURALICYCLE TEST PRESSURE. FRAME ANALYSIS AND GLASS PERASTM E130009. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL/ CYCLE TESTPRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El300-C9. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1f3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD, ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA 9) REFERENCES: TEST REPORTS FfL-3835. 365067212; ELCO ULTRACON NOA; ELCO CRETEFLEX NON ANSVAFBPA NOS FOR WOOD CONSTRUCTION-(2005) AND ADM ALUMINUM DESIGN MANUAL _ (2004 10) THE 72D SERIES USES A PVS INTERLAYER, THE 820 SERIES USES AN SO INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES. 4V TIP -TO -TIP WIDTH 47'BUCKWIDTH •+ 44-114'VISIBLE LIGHT WIDTH'-i B.SHEETB `' A I I SHEETS �L-�- i 1Y MAX O.C. i I DESIGN PRESSURE RATING IMPACT RATING VARIES. RATEDFOR LARGESSMALL SEESHEETS 25 MISSILE IMPACT RESISTANCE 48' BUCKWIDTH 48' BUCK WIDTH 45•V4'NSIBLE 46-1/4'VISIBLE F�, LIGHT WIDTH LIGHT WIDTH V MAX —� SHEET7 6' MA%. F. SHEET B �u _gl YMAXr-�D, A C I C I E, SHEETS IEETB BUCK SHEET7 SHEET7 G, SHEETS HEIGHT L 96' BUCK i — —_ _— HEIGHT 92-V4' VISIBLE 72'MAX 93.1/4' t_ I LIGHT O.C. VISIBLE 8'MAX HEIGHT LIGHT O.C. 98' I / HEIGHT I "TIP° 1 ; 1 1 Ilk I I I112Gi_ MAX. J SHEETS �- 12'MAXO.C. MAX TYP. FLANGED FRAME ELEVATION RESTED UNIT) LIGHT EN I I I I T L-�D-+{ F--- 7Y MAX O.C. 2'MNL J F,SHEET8 SHEET7 H. SHEET9 I+— 6' D.C. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) (TESTED UNIT) FIGURE 1: GUIDETOSHEETS: 12'0.C. SHAPESASSHOWNBELOWORS"ULAR• MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK MAX. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 241. GENERAL NOTES ........ .... _... 1 u ANCHOR SPACING TO BE W MAX FROM CORNERS AND Ir O.C. MAX FORALL CURVED FRAME ELEVATIONS .... _........ ._...........i \ MEMBERS, SEE FIGURE (,THIS SHEET. GLAZING DETAILS— ....___._.. 25 DESIGN PRESSURES ...... __...... _ 2-5 1Y O.C.—WIDTH -' I•� WIDTH --I I --WIDTH—'-{ I^- WIDTH +{ INSTALLATION, FLANGE.-___._ B MAX / T r — — — — — — TPSI _ T o"11, T INSTALLATION, EQUAL -LEG.__ 7 INSTALLATION,INT. FINA...........e CORNER ASSEMBLY........_.._10 0Of EXTRUSION PROFILES..._..._..._ 10 w Wix I PARTS LIST_._...._.._.__..__.10 ham' 1 1 1 1 L_ _ (-�--WIDTH - I� WIDTH-�{ I-'- WIDTH +I I"- WIDTH --ITABLE I: -- --� — , I- — —J f' 1 ryp Desa6puon sh0eet 1 7116'Leml i6'An •.090'PVB • 3N6'HS 2 2 7,,S. FS 3116'HS-.090'PVB-3118'HS 2 3 1.118'L-1. 10 16-T-711V AV-3'16'An •.090' PV3•3118'15 3 4 1-116-L-1. IS WIB'T. 711V AO- 3H6' HS•.090' PVS-OI18'HS 3 5 7116'LeM tV An-.090'SO-JI18'An 4 8 ]Ii0'Laml 3118'HS-.090'SG •3/18'MS 4 1H8'LnmI.IG3116'T-7118'Atr-3116'M-.090'SG-3116'An 5 6 1-1f16'LamI. IG IVT-711W A0-3116-HS-.090'SO-3116'KS 8 T� T Ti I T Lg 1 �_ _J LUL, I- W�mm )- WIDTH -i I-- WIDTH +{ I. -WIDTH -{ T�-- - -� Ti --- Ti - i TF--- �I 'SG'= -DUPONT ®SENTRYGLAS INTERLAYER* BY EI. DUPONT w DENEMOURSBCO., INC. {D 10 y i hV N eloO o D: y 7 LL LL y OY N o u Tzi U .0 � k'Z O V °N mo Op d o z p o Fz dz ? g >QW o U1 W Oz °l°as O Zz N n W Z as LL op} � msv0 sews &••��CENSE N0. 58705 %% g7piE��•=�� Snill10N .. A LYNN MILER P.E. Window Design Pressure (+I�,psf)for Glass Type I 711W LAMINATED GLASS STACK pRRR I1�.6'HEAT STRENGTHENED CLASS Lib' ANNEALED GLASS 4 11 USED ATCURVED FRAME MEMBERS ONLY 2B @ 11.71W O.C. MAX - 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ■m=m Wndow Design Pressure (+/., psq for Glass Type 3 0 0"®'.'� 00�00��� Em �mc� maims 0�mmm== 1 BUCK DIMENSIONS SHOWN. FORFLANGED WINDOWS, SUBTRACT V FROM THE TB' -TO -TIP DIMENSIONTO DETERMINE BUCKDIMEN EXTERIOR a GLASS TYPE 1-1116'NOM. GLASS STACK 3116-TEMPERED GLASS SION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEASOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a t BB' I-.— LONG SIDE GLASS BITE T I� SHOR7 SIDE L I-•�— LONGSIDE —� SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116' LA INATEO GLASS STACK L16'HEAT _ I SHORT 1 STRENGTHENED GLASS '-"1 SIDE L1W ANNEALED GLASS T A9D'PVB I} INTERLAYER L LONG SIDE — CLASS BITE j 13 SHORT SIDE GLASS TYPE 3 `L1\11111111//7j LYNN ���':• �1cENSF'••.FP''. *' No. 58705 ' L STATE )F ..... ..f•<(/�� O'n�C ... OP • G�� EXTERIOR a GLASS TYPE 1-1116'NOM. GLASS STACK 3116-TEMPERED GLASS SION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXTAVAILABLE SHORTOR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLEASOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. EXTERIOR a t BB' I-.— LONG SIDE GLASS BITE T I� SHOR7 SIDE L I-•�— LONGSIDE —� SHORT SIDE L TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 7116' LA INATEO GLASS STACK L16'HEAT _ I SHORT 1 STRENGTHENED GLASS '-"1 SIDE L1W ANNEALED GLASS T A9D'PVB I} INTERLAYER L LONG SIDE — CLASS BITE j 13 SHORT SIDE GLASS TYPE 3 `L1\11111111//7j LYNN ���':• �1cENSF'••.FP''. *' No. 58705 ' L STATE )F ..... ..f•<(/�� O'n�C ... OP • G�� Window D esign Pressure (+1j pal) for Glass Types 2& 4 1 ""'�veanut�Huwn, M NU_IUIHENEXIAVAIWILESHORTORLONG DIMENSION. 3) FOR ARCHITECTURAL W WDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. F- m O (7 Dnia GLASS SNOM TABLE DIMENSIONS MAYBE y GLASS STACK ORIENTED VERTICALLY OR o O O Z N or 7/16'LAMINATED L�. ,I 7116'LAMINATED `-' Z a Z O O3 LL GLASS STACK I- I GLASSSTACK HORIZONTALIYAS SHOWN. 3/iST 6' HEAT RENGTHENED GLASS LONG g M M .090' PVB INTERLAYER 3116-TEMPERED GLASS SIDE 3I16'HEAT 3/16'HEA75iRENGTHENED GLASS F-- LONG SIDE p�j f 9 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 711 6'AIR SPACE .OSO'PVB INTERLAYER ® Z K I° 4 11 11 SHORT S u1 Z USED AT CURVED 6 SIDE 3 O W FRAlAE MEMBERSONLY USEDATCURVED -SHORT 3333 Z K qO°S E MEA 8' O.C. MAX 29 LB' FRAME MEMBERS ONLY 29 518' GLASS BITE ®11-718. O.C. MAX GLASS BITE SIDE 1-3 1-3 g TT U llyy EXTERIOR EXTERIOR r— LONGSIOE ---►I ! LL o as <j 20 13 a 22 21 13 'fT— p�/LONG GLASS1'PE2 GLASS TYPE SSIDET r SIDE ���111 LL.YNNIT Ott........... No. 58705 SHORT _ SIDE �•'� % E�� STA1 0,�,.,. FLORID?;: A. LYNN MILLER P.E. P.E.A58705 TABLE 5: 711fi'LAMINATED �..J GLASS STACK I I .09P SG INTERLAYER 3116' ANNEALED GLASS 3/16'ANNEALED GLASS 4 17 USED AT CURVED FRAME MEMBERS ONLY 29 6/8' @11-7/8'O.C. MAX GLASS BITE �- LONGSIDE ,3 EXTERIOR 20 10 SHORT SIDE GLASS TYPE 5 L �— LONGSIDE --�{ I)BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THETIP-TO-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. SSIDET 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. L 4) THIS SHEET APPLIES ONLYTO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. Wind ow Desig n Pressu re pan for Glass Type 7 TABLE DIMENSIONS MAY DE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1116'NOM. GLASS STACK "I. -LAMINATED GLASSSTACK SNORT 311WTEMPEREDGLASS 311VANNEALED GLASS SIDE 3116'ANNEALEO GLASS 7116'AIRSPACE ,090'SGINTERLAYER it 5 LONG USEDATCURVED SIDE FRAME MEMBERS ONLY 29 GLASS SITE Q MEMBERS 1 13 EXTERIOR a 22 21 13 ­4 SSDET 141 ) KDIMENSIONSSHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT ORLONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FINTRAMED WINDOWS. GLASS TYPE 7 �I M Y ❑ ? H iD N n aloD N K N N O W n ZJ � uNi� u 2 d (1 Ed E IN O oq� F O '^N LLLI m O l� do a Li z ro J1.10 O �z 1Z N 5 LJI S LL o $ ® f~7I Z W +aa93 0' ❑ N N Z Z a =Iws w o 0 �NF x w as l� alll ❑ 'aza0 caws Pam:' JCENSF'••.6y ' No.58705 •' 7113 '�` �O ••, STATE F <[/ly` A LYNN MILLER. P.E Window Design Pmssure(+1-.psQ for Glass Types G& 8 urmm 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1" FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE DIMENSIONS 110W BE ORIENTED VERTICALLY OR 1-1116' NOM. HORIZONTALLY AS SHOWN. 7/16"LAMINATED GLASS STACK �.1 7/16"LAMINATED LONG GLASSSTACX I GLASS STACK L� S10E A90' SO WTERLAYER 3/16"TEMPERED GLASS 3/16" HEAT STRENGTHENEDGLASS 1— LONG SIDE 1 3116' HEAT • 3/16" HEAT STRENGTHENED GLASS r 1 3/16' HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7/16"AIRSPACE .090" SG INTERLAYER SHORT SIDE 4 11 11 SHORT USED AT CURVED 5 SIDE FRAME MEMBERS ONLY 28 yS. USED AT CURVED 6B" @ 11-7/B' O.C. MAX FRAME MEMBERS ONLY 28 GLASSBITE ®11-78"O.C. MAX GLASS BITE 1-3 1.3 F+-- LONG SIDE EXTERIOR EXTERIOR T- 1 L3 20 13 a 22 21 13 SSIDE b SIDE vv-- SIDE p np SIOE GLASS TYPE 6 GLASS TYPE 8 L -4 SHORT S1DE O 0 N N o <N< M,,,1 W ' N 1 0 LL N J O Z U. Z zi vsoiD ` UU_ c W o XN �Z mO � 0p O Z yAa o o� y D. Z m v 5 � W � r LL o N W taw6 vo F a O N W Z a1a�s D Z a Z NN Gl w IL ally ❑ 'asap 33 saws VLL11 I//A/AA'' ""No ! LYNN A/�! ' No. 68705 ' Ofz ;�•. A �75 STAT F <f/ �AAiSS�ONA1- E�.� A LYNN MILLER P.E. 2X WOOD BUCKSTRIF EDGE ORFRANG,SEE MISTANCE INSTALLATION INSTALLATION EMBEDMENT DINOTE 2, THIS SHEET TYPE TYPE INSTALLATION TYPE A EMBEDMENT 1XWOOD BUCKSTRIP,;' 1!4' MA% SEE NOTE 2, THIS SHEET EMBEDMENT I SHIM •'•','. �? TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE. EDGE DISTANCE EDGE DISTANCE B SEE TABLE S. THIS SHEET �1C4' MAX T SHIM 1 4 TYP. ANCHOR TYPE, EMBEDMENT AND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET TT USED AT CURVED 29 FRAME MEMBERSONLY _ EXTERIOR CONCRETE/CMU PERANCHOR VISIBLELIGHTYIIDTH= S- REQUIREMENT WINDOWBUCKWIDTH-2-3/44— •. :. ,•- .. WINDOW BUCK WIDTH CONICRETEfCMU WINDOW EXTERIOR TP-T0.TIP WINDCWWIDTH PERANCHOR BUCK REQUIREMENT nElcnr v4•MAxsHIM � HORIZONTAL SECTION A -A TIP-T0.TIP WINDOW 012 STEEL HEIGHT VISIBLE SELF -DRILLING EMS LIGHT (G5). SEE TABLE 8, TABLE 8: HEIGHT • THIS SHEET WINDOW BUCK HEIGHT- INSTALLATION 2.3W METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING MtEX.TEMORT MIAMI-DADEAPPROVEDMUWON - 21 (SEE SEPERATE NOA), ALUMINUM, 8 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, 8 TABLE 8,THISSHEET r111'MAX SHIM Anck^r Su0c0ato Min Etlgo DWI_. EmOotlment Me[ .G. s-;--O 012or 014410 SS Screw P.T. souttlem Pin, = .5 tR14111134-0�) 12' Aluminum. 8081T5 W. 318• 1 A33 Sted 318-• 1'. Steel Stu4 Or. 37 MrL 3180 a'IT 012 or 014 Steel So—(05) P.T. so . Plne (SO=0.35) 8/18'12' Aluminum,"-T5InIRwr12' A36 Steel leet SLW. Dr. 33 Into. wr• 310' o)' 1T 1T 114. 410 SS C.I.R[ UngmuletlCMU,(ASTM C80) 2-U2'IT Concrot4 (min. 3.It k40 1' 1 131P IT 114' Steel Ill.— Coneroto In. 2.85 ka1 73/4' 12' Concmte (me, 2.05Itei) 2-Ur " 73/8' 1T Ungmuletl CMU, (ASTM Gj 2-I/Y 7-114' 1T G—IM CMU ASTM"(1 2-t/r 1314' IT WIG' steel Ullmeen C^^emto (min. 3.3 ke1 1.1/4' 13/4' 12' Grouted CMU ASTM GSO 2-1/Y 1314' 12' ---iii--- T} 1XWOODBUCKSTRIP, ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE 1 SEE NOTE 2, THIS SHEET -. CONCRETE PER EMBEDMENT :. ANCHOR INSTALLATION NOTES: .•t� REQUIREMENT 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. II EDGE• „• INSTALLATION • TYI ANCHOR TYPE, EMBEDMENT 2.WOOD BUCKS DEPICTED ON THIS SHEET AS'IX'. ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN I-1W. 1XWOOD BUCKS ARE OPTIONALIF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 'WARE I-117 THICK OR GREATER. "'STANCE TYPE AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE S. THIS SHEET INSTALLATION TOTHESUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITYHAVING JURISDICTION. VERTICAL SECTION B-B 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM z rc a $2 Y O ON 000 0 N O N m O �JJ pp n Z LL N LL rp J `BO UU XN 6 O IU Z 02 roR F- m 0 Y (7 y g O z (L z 5 0 Z O ® Z � IaaVS J N O y lL Z ? •Im3 Q 5 a..IL LL LL e8a 'asa0 sar�e5 IYNN - * Na. 58705 ro' q ljis • J. i �0 ••. STA EOF .�•��: S�ONAti � A. LYNN MILLER. P.E PSI U705 EDGE DISTANCE INSTALLATION TYPE E < 4 EXTERIOR WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2ar4' 2XWOODBUCKSTRIP INSTALLATION INSTALLATION —ORFRAMINO,SEE TYPE G TYPE F NOTE 2, THIS SHEET lX WOODBUCKSTRIP, I-- EMBEDMENT SEE NOTE 2, THIS SHEET I.�. 114'MAX I SHIM TYP, ANCHOR TYPE, EMBEDMENT AND EMBEDMENT EDGE EDGE DISTANCE PER SUBSTRATE, R SEE TABLE B, THIS SHEET DISI 2 TYP. ANCHOR TYPE, EMBEDMENT AND EDGEDISTANCE PER SUBSTRATE.SEE TABLE B, THIS SHEETY:;'. EXTERIOR USEDATCURVEDFRAME MEMBERS ONLY .' -: ,.. ®11-T18. O.C. MAX. CONCRETEICMU VIOW BUIGHTWIH,1,M. �I 5 WINDOW BUCK WIDTH-2.1/4' PERANCHOR I REQUIREMENT WINDOW BUCKWIDTH HORIZONTAL SECTION C-C 114'MAX.SHIM --►{ 012 STEEL SELF•DRILUNO SMS (05). SEE TABLE B. THIS SHEET TABLE B: INSTALLATION TYPE H E � R MIAMI-DADE APPROVED MULLION 21 (SEE SEPERATE NOA). ALUMINUM, S STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE B.THIS SHEET 5 r—U4' MAX SHIM EMBEDMENT EDGE DISTANCE CONCRETE(CMU PERANCHOR REQUIREMENT ArzMr Su0n5ata Dll.le o ' EmOedmam SpxaeLW 012orbI4410SSScw' no =. 16' Iaw 1r AWmNum, WOO TS min. AM Sleol 31B• r U.051'• 0.0w T IT Stool Stud, Gr, 03 min. 3/8' 0.047 %Ga • IT 012or014S1eei Scmw(G5) P.T. SoMMm Fine(SG=0.55) SI16' 1a10• 12' Aluminum, W68 T5 mM. 318' 0.06W 12' AWSleal SleoI SIW, Dr. 33min. ww &B' oacw 0.045 18 Ge' 1r IT 1/4' d10 SS CroloFla[ Uipeouted CMU, STM G90) 2-1/r 1-1IP IT Concrete (min 3.35 ka1) 1' 1a14' 12' 114'Steal UllreWn Conerela (min. 2B5 1' 1a/4' 12' kilF CAnC2la (mm. 2S5 B 2.117 1a10' 12' Ungmutod CMU, (ASTM 0418) 2-1Ir 1-1I4• 12• G.— CMU, AS1M G90 2.1I7 to/4' 12' 5116'StcelWreeon Conemta (min. 3.5..I lll/ 1a4' IT Gmuled CMU, A6TM CSOI 2-112' I 1a/4' 1 12' -MIN. OF 3 THREADS BEYOND THE METALSUBSTRATE. 1% W000 BUCKSTRIP. SEE NOTE 2, THIB SHEET CONCRETE PER EMBEDMENT ANCHOR INSTALLATION NOTES: • REQUIREMENT I. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEOMENTAND EDGE DISTANCE LIMITS. INSTALLATION • •M•ANCHORTYPE,EMBEDMENT 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'W.ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN I.11V. 1XWOOD BUCKS ARE I EDGE TYPEF h'� DISTANCE AND EDGE DISTANCE PER OPTIONALIFUNR CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS'2X'ARE 1-IT THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BYAUTHORTTY HAVING SUBSTRATE. SEE TABLE B. THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLON NOAAPPLIES TO WHOLE SYSTEM. sr rc M Y > U) '^•B In O N D N v O N O xj N N o O+° g o z 1 z U• ro J v a 0 UU_ XN d 0 02 Z DT O q = vN (� SMO r> QO O �z o z g z o O n a 5 N O Z Z Z W elw5 Q ul NN J nm X �O a LL W INNN Nse vB} -asoD aoya6 Tt ' N.. 58705 .D1••Glf3 •rr= STA OF ' SA$- E ` A LYNN MILLER P.E. P."WO5 EMSEDMENTANDEDGE EMBEDMENT DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET _ INSTALLATION TYPE EXTERIOR a BULK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2314' 6 INSTALLATION TYPE) . Tins SHEET INSTALLATION INSTALLATION TYPEJ TYPEK EDGE EDGE DISTANCE DISTANCE 11/4`MAX EDGE DISTANCE —►{ wwi SHIM 2X WOOD SUCKSTRIP 2X WO00 BUCKSTRIP OR FRAMING, SEE OR FRAMING, SEE a NOTE 2, THIS SHEET NOTE 2, THIS SHEET CtSH MMAX TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE I0, THIS SHEET 3 EMBEDMENT CURVED IIL ONLY D.C. MAX O.O. M1W 11 EXTjER�IOR VISIBLEIUGHTWIDTH- 6 1/4'MAX.SHLM WINDOW BUCK WIDTH WINDOW BUCK WIDTH INSTALLATION HORIZONTAL SECTION E-E TYPE L 010 STEEL SELF-DRILLINGSMS ABL IDS). SEE TABLE 10. THIS EET ET—\ Anchor Substrate MI, E19. DIsl6nce Max. O.C. S ci 2412' x .113' Box Neil P.T. 5 Wmern Pine SG=0.56 2-tn' x .131' Common Noll P.T. Swmxn 222. SG=0.66 3/8' 6' 2.1/2• x .14E Raofln N411 P.T. Samern Pine SO=0.56 3/8' S. #10x 1'Sleel9erevl' P.T. SaulAem Plne SG=0.66 tn' E 0.093'Aluminum, 6063-T6min. 6f16' b' 1NE A36 Sleet 611E E 0015. 18 Ge Sleet Stud, Gr. 33 bNE S. g 2X WOOD BUCKSTRIP EXTnERIOR OR FRAMING, SEE � NOTE 2. THIS SHEET v V �1/4'MAXSHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, 'MIN.OF3 THREADS BEYOND THE METAL SUBSTRATE. STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10,THIS SHEET 0 EDGE DISTANCE INSTALLATION NOTES: EMBEDMENT TYP. ANCHOR TYPE,EMB... 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS AND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 10. THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'W. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11T. 1X WOOD BUCKS ARE OPTIONALIF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED ASRX'ARE 1-1? THICK OR GREATER VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NDA APPLIES TO WHOLE SYSTEM. z L m 52 O (0 N ram- IW O N a N O m O J Or OO Z Fg n z D• y iJi 10 J wop O w UU_ XN d ❑ �ztMumo� o "n n> po y z �z az o gO J � ® �V) m raovs 3 o F 0 5 z ❑ cloaS Z_ C O Z w O LL z as ann nsaa sews J`` k �� ��•' �.\OENSG•'• 6p i .11 No.50705 cl Q= 0 STA E F _�� ALYNN MILLER P.E. P.EDWnS INSTALLATION TYPE M� FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORETHAN6.O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT = WINDOW BUCK HEIGHT- Z314- 2X WOOD BUCKSTMP EDGE OR FRAMING, SEE ING DISTANCE OR FRAMING INSTALLATION TYPE M INSTALLATION EMBEDMENT SHEET FOR THIS INSTALLATION TYPE N EMBEDMENT METHOD ONLY, 114'MAX ANCHORSMAYBENO SHIM MORE THAN GO.C. EMBEDMENT a IX WOOD E2. THISSHEEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET PRODUCT 116NENED ee pIySISeKhIlro Flalida �1/4'MAX 3 SHIM NOTE2. HISSEE NOTE 2, THIS SHEET TVP.GE DIET NCEP PER EDGE DISTANCE PER SUBSTRATE, Bmitlm8Co2.O A-Planee N���`'ITy'^y DYe CY SEE TABLE 11, THIS SHEET ANCHOR TYPE, MBEOMENTAND EDGE �EMBEDMENT U Mianl 6a0e payc(pvipab DISTANCE PER SUBSTRATE. ^ SEE TABLE 11, THIS SHEET 3 USEDATCURVED EDGE DISTANCE z FRAMEMEMBERSONLY 11-Ile' O.C. MAX EDGE DISTANCE CONCRETEICMU PER ANCHOR 11 �' ' • . �L REQUIREMENT 4 11 CONCRETEICMU M Y LIGWIDTH LIGHT E PERANCHOR REQUIREMENT 114'MAK SHIM WIHT NDOWE /4' r�v WINDOWBUCKWIDTH EXTERIORJ`/ O j A INSTALLATION TYPE O HORIZONTAL SECTION G-G 'FOR THIS INSTALLATION METHODONLY, - ANCHORS MAY BE NO • MORE THAN 6'O.C. 1111 STEEL SELF -DRILLING SMS (GS), SEE TABLE 10, THIS SHEET 21 TYP.ANCHOR TYPE, EXTERIOR B EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. THIS SHEET r/4'MAX SHIM MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 1 t THIS SHEET INSTALLATION TYPE N 1X WOOD BUCKSTRIP, O SEE NOTE 2, THIS SHEET fENi .,. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEMENTAND EDGE DISTANCE LIMITS 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'I V, ARE BUCKS WHOSE TOTAL THICKNESS IS LESSTHAN 1-12'. IXWOOD BUCKS ARE EDGE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD BUCKS DEPICTED AS � ARE 1-11T THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORNY HAVING DISTANCE JURISDICTION. VERTICAL SECTION H-H 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SUE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Anchor Subckale MIR EtlOe lYatenee Mlm Embe4ment Mat. O.C. Spaelng Y72.01441OSSS.— P.T. Souftm Poe G=0.55 SIT, 1JI6' 6' Aluminum 6061T5 m1.. 318, 0.063'• 6' A36Steel 31V 0.080'• 6' Steel Stud Gr. 33 ml, we- 0.015' IBGe . 6' #12.r9I4St.IS.m.(G5) P.T. Seulbem Pine G=0.55 9116• 1J16' 6' Aluminum, 6D63-T5 min 3/6• 0.06T 8• A36Steel 318' 0.0w 6' Steel Stu! Gr. 33 min. 318' 0.015 16Ga' 6' 114.41O SS OeleFlei muted CMU. ASTM 0.90 2.1/2- 1.114- IT Concrete(Mn. 3.35 kA 1 1' 1J/4' 12, 1I4'Steei Mreeon Concrem min. 2.B5 kal 1' I-T4' 1T Cclmlete mht 2.85 ksl 2.1w 1J76' 12 Ummuted CMU ASTM G l 2.11T Guouted CMLk (ASTM C-M 2IT I 1J14' I IT 5116' Steel UOmeon Concrete m1n 3.5 ke1 1-U4' 1J14' 12' ouled CMU, sTM C.90 Cr 2.1/2" iJld' 1T � P�:'• LICENSE''•. F9 �i *' N. 5B705 STAT O : 4[ r ALL CORNERS TO USE GASKET AND/OR SEALANT ANGLEDICURVED lull FRAMEASSEMBLV 11'CORNER FRAME ASSEMBLY ( 1 ( m 10 I ALL CORNERS TO j ( / / USE GASKET I ANSEALANT I � / EQUAL-LEO FRAME FLANGE FRAME EQUAL -LEG FRAME MITERED FRAME WITH INTERIOR Ii AND EXTERIOR FRAME WELDS 3B FLANGE FRAME (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT ATALLCORNE0.S 30 Item Al PGTPart# Description Material 1 4263C Flanged Frame Alum. 6063TS 2 4285 Equal -leg Frame Alum. 6063-T5 3 4266 Integral Fin Frame Alum, 6063-T5 4 4265 7116P Laml. Glass Bearing Alum. 60a75 6 4264 I.G. Glass Beading A)—. 6063-76 6a 1 4270 11n5tallation Fastener Corer Alum. 6063-T5 61, 4224 NstanaUen Fastener Corer Rigid PVC 10 705890 Gasket (at 90'cerner(dnts) - Polyethylene I TP24718 Vinyl Bulb Weatherstdp Flex PVC, Di. 65+14 13 Oo# 899, GE 7700 Slicone or Equiv. 20 71652K Seling Block, Mona. WISP x 711V x 4• Neoprene, Duro. 85 ♦1.1 21 71704AK Setting Block, I.G. 3116Px 1-X32' x 4. Neoprene, Wro, 85 4/-1 22 OURAK716 7116' 1)—Seal Spacer 29 #6 x 1414P FH EMS Stainleas Sleet 30 781PDX #B x T' Quad PH EMS Stainless Steel ASSEMBLY DETAILS FOR FIN FRAMES go -CORNER FRAMEASSEMBLY ANGLED/CURVED FRAMEASSEMBLY MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 2384 2.784 2784 094' —rtlr— 094' .094' —►14w A74' .082' 1875' 1 .074' .062• I.37S 1 A7P r— .062' 1.875 1 .438• 500' ,438' T} 500' 438' �7}' I� I �1 FLANGE FRAME n EQUAL -LEG FR4ME 1'125 xA n R TF 3 FIN FRAME 94256, 663-T5 .970• f+-- .346' .eysT � } r .060' �7/16P bTs } �11�— .050' 1,131' .050'� LAMI BEADING I.G. GLASS BEADINGGLASS O INSTALLATION 68 FASTENER ER O # 255, 6063-T5 #4 546 , 6 3-T5 #4270, 6063-T5 z i W ro Y p L7 N a O v 0J g Z a ^ Z LL N UL r�0 z! tUwU U_ XN b O r IZD no (=.7 w ana z ^> 0rn O a:�z dF pp (J O p O y Q w„s e Z � Z 3 o O j a z os z Q � NN Y p ^r9 w 0 Q LL m as ono �=a0 saPos ' 1-tOENSE * ' No. 58705 Po �TATT F1 A LYNN MILER.P.E. P EY M70a Florida Building Code Online _ Page 1 of 3 r i � H dda Npa*Mntd BCIS Home Log In i User Registration i Hot Topics Submit Surcharge i Stats & Facts ; Publications FBC Staff k BCIS Site Map Links f Search Busines // Professi dal!4 productApproval USER: Public User Regulations COPY Product Aooroval Menu > Product or Aoolication Search > Aoolication list > Appncation Deta Si FL # FL239-R20-�-�"�' Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category 7w71dow. Subcategory Single -Hung �� Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAEm... 2/18/2014 Florida Building Code Onlin? Page 2 of 3 Summary of Products FL # Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1013.12.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 13-1009.05.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 13-1009.05.13df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.13.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1013.13.0df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH - 700 (Impact) WinGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1013.14.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1222.04 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1222.04 LM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1222.05 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1222.05 SM.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum Single Hung Window http://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS1Bu8CAEm... 2/18/2014 Florida Building Code Online 1. Page 3 of 3 I Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 12-0726.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 12-0726.02.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 12-0726.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 12-0726.0l.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 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 mail. 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: W CreditScarF�E http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS lBu8CAEm... 2/18/2014 M AMI, MIAMI--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Street, Boom 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590, F (786) 315 2599 NOTICE OF ACCEPTANCE i(NOA)www.miamiditdep-ov/p.ern/ PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series G°SH 700" Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/0112005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option "M" at installations above 30 Ft. above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. OA hio .1�.1:0131 FplralomDate:lGIar 0 J` �11 Approval Date: November 03, 2011 1 l2 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Nb 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 07 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 4649 and FTL- 4723, dated 10/05 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted underprevious NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTIr4646, dated 08/10/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS f 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM U1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE I. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E, 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FIFL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and OS-1018.0.1) G. OTHERS 1. Notice of Acceptance No. 11-0405,10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window — L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. .Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 r t. ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1, GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716" LAMI CONSISTING OF (1) LITE OF 3/1W ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOWEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13116" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0 H.18116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1W HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB 9dTERLAYER. J. 13/16"LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXA<EEPSAFE MAXIMUM PVB INTERLAYER. K. 13116"LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH AN 490 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/10" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) R. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4845, FTL-4646, FTL4647, FTL-4648, FTL-0649, FTL4650, FTL-4651, FTL4723, FTL4957, FTL-4958 AND FTL5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL S. SERIESNODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY !& HURRICANE ZONE (HVHZ). GENERAL NOTES P.O. BQX 1578 _ NOXOMIS, FL 9/474 TRa/b(y Better 8 !VT$ — • 11 '-4WO20 NOA DRAWING MAP SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2 DESIGN PRESSURES ELEVATIONS..._ ................ 4 VERT. SECTIONS ............ 5 HORIZ. SECTIONS ............ 6 PARTS LIST ..... _................ 6 EXTRUSIONS......... .......... 7 CORNER DETAIL ............ 7 ANCHORAGE ......... _......... 8-11 PRODUCT REVISED as complying wGL dM FTmide * '• No 5g1p5 a _ aiiLLoII 'w= i �O'•. ., FLOR�Dt- A. MI(IIAAILLK, P.E. FL P.E.# 68705 or 1/2" NOM. GLASS BITE 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE or ® NOTE: LAM[ IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE 11611, IN DESIGN PRESSURE. ... 12" NOM. GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16"ANNEALED OR HEAT STRENGTHENED GLASS 7/15'-LAMINATED 7116" LAMINATED GLASS l r2" NOM. GLASS BITE ,88 or 92 89,90 or 91 70 70 11V ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5lIV' LAMINATED 7/16" LAMINATED a AIR SPACE AIR SPACE 1/8" ANNEALED OR TEMPERED GLASS 118" TEMPERED GLASS© 13/16' NOM. 13/16" NOM. 13116" LAMI IG GLASS W/ 6116" LAMI 13/16" LAMI IG GLASS W/ 7/16" LAMI 10107/11 R O NO CHANGES TH/SSHEEr 10107ECHNOLOOY DRNE NCKOM9,FLsaz7c P.o• e X 1528 NgCOM5, FL3/2M ACME AZING DETAILS eu aaovsl roMdua C G7lANOEDCAP GLASS TYPE TOTEMPEREDFROM HS ALUM.SINGLEHUNGWINDOW,IMPACT s.mwK ew. mwe w..roxa FUII 2 m 11 4040-20 ft 11/13M � 0 ADD ITEM92 TO 5/16LAMI I.G. GLASS AA & LAW IG NOTE Vvlby BeNer ft. .. 911105 J.J. Z/23/07 sH7oo the Plodda 55T05 :w= '• !� 10 Lo LI W; gTANSOF Z� ,FSSIONA�;� A.L`I4MILLP P.E. FL P.E.# 58705 1H FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION 8 BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 83" 88" 88"1 70" 72" 74" TABLE 1. 76" 48" A,B,M +60.0 -80.0 +8D.0 .80.0 +80.0 .80.0 1 +80.0 1 -60.0 +8D.0 -80.0 +80.0 -80.0' +80.0 •60.0 60" A.B.M +00.0 -80.0 +8D,0 -80.0 +80.0 -800 r+M -80.0 +80.0 •60.0 +00.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 -8D.0 +80.0 -80.0 +80.0 -80.0 +80.0 .80.0 +78.8 -78.8 +77.3 -77.3 +76.9 .76.9 63118" A,B,M +80.0 -80.0 +80.0 .80.0 +70.6 -79.6 +752 -78.2 +76.9 -76.9 +78.4 •75.4 +14.0 UPT063118" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +80.A -80.0 +80.0 80.0 +80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 383/8" 44" so air 63" 72" 74" TABLE 2. 76" 48" A,B,M +80.0 -80.0 +8D.0 -80.0 +80.0 -80.0 .80.0 +70.0 -7..0 +70.0 -70.0 +70.0 -70.0 60" A,B.M +60.0 .80.0 +8D.0 -80.0 +80.0 .80.0 -79.9 +70.0 -70.0 +70.0 .70.0 +70.0 -70.062" A. +aO.o -80.0 +80.0 -80.0 +80.0 -80.0 t+79.9 -76.9 +70.0 -70.0 +68.8 .88.8 +67.8 -67.653118" A,B,M +80.0 -00.0 +80.0 -80.0 +80.0 .80.0 -75.0 +68.0 -08.0 +66.7 .0.7 +656 A.9 RUPT0831/8" C,D,E,F,G,H,I,J,K,L +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 -80.0 +70.0 -70.0 +70.0 •70.D +70.0 •70.0 ON FLANGED VI II GLASS TYPE W/ HIGH SILL OPTION IrnW HT. W/ SASM . 7R" F TEST A. 5/16" LAMI - (1/6"A490,1/8"A) FTL-4647, 4648, 4723, 4957 B. 5/16" LAMI - (1/8A,.090 jlWH3) F7L4647, 4648 C. 5/16" LAMI - (1/8"HS49D,1/8"HS) FTL-4647, 4648 D. 7118" LAMI -(3H8"A,.090, 3/16"A) F7L-4645, 4885 E. 7/16' LAMI - (3/16^A,.090, 3/16"HS) FTL•1646 F mw I am - mNR"NR non A)1A°14RI F71.ARd' "0" MEETING RAIL HT. t .1 H'T, MEETING RAIL -TN L'X" e W •p" MINUS SASH HT. MEETING RAIL HT. L�^ SS/,Si} H G. 13/16" LAMI IG -1/8" T, AIR SPACE, 6116" LAMI - (116W.090,1/8"A) FTL-4646, 4723 H. 13116" LAM[ 10 -1/8" T, AIR SPACE, 5/16" LAMI - (1/87A,.090,1/6"HS) FTL-4648 I. 13/18" LAMI K3 -1/8" T. AIR SPACE, 6/16" LAMI - (1/8^HS,.09D,1/8"HS) FTL-0848 J. 13116' LAMI IG -118P T, AIR SPACE, 7116" LAMI - 3/16"A,.09% 3/16"A) FTL4849, 4850 K. 13116" LAMI K3.1/8° T. AIR SPACE, 7/1W LAMI - (3/16"A,.090, 3116"HS) FTL•4649, 4650. 495E L 13116" LAMI IG -1/8^ T. AIR SPACE, 7116" LAMI - (3/16"1-18,.090, 3/16"HS) FTL4649, 4650 In IM. 13/16" LAMI IG-1/8"A, AIR SPACE, 6/16" LAMI - (1/S'A,.090, 1/8"A)12\ FTL-5003 I NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8' MINIMUM TO 38" MAXIMUM. PA. 3Qx loco NOKOMIS, FL34274 amoo AITS 1 3 a 11 4040.20 RmYI"rida 111111/ INN AN ,��°.• J�ENsF ••. R 56705 O loll tV` S -p SCAT 0 : • Z: ��O • F \o? • ' C `S'ONAL, A. LY0'M' I/lEki, P.E. FL P.E.# 68705 531/8" MAX. FLANGED WIDTH 521/8" MAX. I.F. WIDTH Al DD 49 518" MAX. FIXED DLO (ALL) i 75' SEE DLO TABLE 0 / I.F. D -j HEI HT SEE D L �76"MAX. TAI IEEIDLO TABLE (MAX) L X j 38 7/16 Mom' SASH 481/4" MAX. VENT DLO (ALL) - - 75" MPO'G A A I.F. I HEI HT 76'1 IAX FLANGED HEI HT I X jNO E 4 DETAIL B VIEW (STANDARD SASH) E--, 75" MAX. I 76" MAX. I I.F. I,F. SEE DLO HE] 3HT E J HEI HT TABLE j ® SEE DLO MAX. TABLE O j ®MA FLANGED FLANGE T LSEE DLO TABLE X Sp�HSEE DLO TABLE X j SASH HEIGHT HEIGHT B DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1, SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2, SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. R J.d ia(07/11 p D NO CHANGES THIS SHEET VA 1m TECHNOLOGY DRIVEJ.n, &MI/11 C NO CHANGES THIS SHEET NOKOMIS,FL34276 TM' �.• ALUM. F.K.11/13/OB B AOD INTEGRAL FIN .F.)VERSION, CHG. N07E3.ADDNOTE4. j P.O. BOX 1628 e„ma,e,c IN g�. y; �y,.y py; NOKOMIS,FL34274, YLrlbly Better F.K._ 0/1/05 J.J. 2=107_ _ BH700 x j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL I HIGH SILL A 34112" 34 3/16" B 41518" 411/4" C 411/4" 407/8" D 525/8" 5211/16" E 521/4" 52 5/16 SASH DELLOW DETAIL L SILL HIGH SILL A 3410 34 3/16" B 27 7H6" 271/8" C 27 7/16" 27118" D 16 3/8' 15 3/4" E 16 3/8' 15 3/4' IIVU Vvrivii /VV• twit -AL "e n'- 4 d 11 4040-20 I.F. HEIGHT ® 76"1 FLANGED HE HT �E N 4 '•"i',� �1GENSE i * : No•5S705 of �': lolll LUG i�iC` '••. FLOR%ol' A.1 YiN TiiILLLR, P.E. FL P.E.# 68705 rTm INSIDE v (LOW SILL) SEE NOTE ABOVE ULTRALIFT 12 ONLY NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING F9 76 IBM 3.2-1101101wo 2 — r� 'yll� jg!JA_ NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,16 MAX. FIXED LITE DAYLIGHT OPENING I OUTSIDE MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE ff 47 C.46 HIGH SI L0�_ow H SILL HEAD 68 ®I.F. FRAME 53OUTSIDEf�2.11710'­j � J u ULTRALIFT 12 ONLY SECTION C-C ALTERNATE HIGH SILL RAP (HEAD DETAIL- - FLANGFLANGED V IOTEC LFoLQ3YDTE P SECTIONS NOKOMIB, FL 512T8 1°` P.o. Bgx1529 ALUM. SINGLE HUNG WINDOW, IMPAC N0&I9, FL 542T4 V.1bly Bettor — — — ppi1 y'Y6 9HT00 1 H ff 1 5 • 11 404020 \�``" LYNN Oft, No.58705 Flo cl w Te o 510NA ! A. A01IILLER.$.E. FL P.E.# 58705 1 iMU-1 OR 6/8" "'] "N r ITEM DWGA DESCRIPTION PGI# 60 1635 SCREEN SPLINE -.136 DIA. HARD 61636K 81 SCREEN CLOTH 61616 63 605 GLAZINGCHANNEL(688X.600) 6533402 64 1161 06 X Loco PH. BUGLE TEK 708X1 67 GLAZINGTAPE,.1118X1/2-7/f6LAMI 826W510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 54051 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 70 1 SILICONE, DOW890,9950REQUIV. 80 JA GLASS, 6118° LRAM, (1B°A.090 PV9,1B"A) 81 S. GLASS, 5116" LAMI, (1J8"A.090 PUB,,/8"HS) 82 C,GLASS, 6118"LAN. 1B"HS,.090PV9,1B"HS 83 D.GLASS. 7J16"LAMI, 1B"A.090PWAM" 84 E GLASS, 7118" , (1/8 A.090 PWA/8"HS) 85 F. GLASS, 7/18°LAN, (1B"HS,.090PVS,1/8"HS) 86 0. GLASS,13116" LAM 10;118'T, AIRSPACE, 6/16" I.M. (1/8"A.090 PVB,118'A) 87 H. GLASS,13/18" LAM IG;1B'T,AIR SPACE, 5/18" LAMI, (1/8"A.090 PW,1B"HS 88 1. GLAS5,13M8" LAMI 1G;1/6'T, AIR SPACE, 5116" LAN, (1/8"HS,.090 PV8,1/8"HS) 89 J. GLASS, 13116' LAMI 10; 1/8"T, AIR SPACE, 7116" LMM, (3M8"A.090 PVB,3/16"A) 90 K. GLASS,13110" LAN IG; IB'T,AIR SPACE, 7/16" LAMI, (3/16"A.090 PWAM6"HS) 91 L. GLASS, 13/18" LAM I0;1B'T, AIR SPACE, 7118" I.AM, (3/16"HS,.09D PVB,3116"HS) 92 0 1 /18" G;1 AI SPACIIE, 5116" LAM, (1/8° .0 P.VB,118" n64. 0 47 FRAME, I.F. HEAD 0 ® //4071A, 6063-T6 ® 48 FRAME, I.F. LOW SILL 04072A,6063-TS -2,374- 2.1.111 082 NOM THICKNESES S 50 FRAME. I.F. JAMB ® 49 FRAME, I.F. HIGH SILL ® u407413, 6063•T6 04073A, 6083•T6 (USED AS RADIUS TOP HEAD) P.O. M91 NOKOMI9, FL 91771 Visibly Netter � NTS 6 a 11 ­0 4040.20 ®c llyiugwhh Iho IFI idu uunai�¢ca�� �O�y .. E l.... * �' �ti�. JN .581p5 W MYlo •'Z �FSS 1010 - A. CYAN MNLEO.E. FL P.E.# 58705 I2.764— —{ 1.363 E1 A62 O FLANGE FRAME HEAD #4002A, 6063-TO 1.749 .062121.710 __t O FLANGE FRAME JAMB #4004, B063-T5 (USED AS RADIUS TOP HEAD) I.F. FRAME 1 or 47 r(/% I 2 j I II 2.830�0 6or50 t I 3 FLANGE FRAME SILL (LOW) 1 #4003C, 6063•T6 I 6 Or 50 SEALANT ALONG ENTIRE JOINT /-I.F. FRAME® SEALANT OR GASKET 1 1-1.613--� .738 � AT HEAD AND SILL \VI .062 .490 ,04D VIEW D-D VIEW E-E (111 &VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) OSASH STOP #4025,6063-T6 1.342 .062 2.155 1.707 ff 7 .asz 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A,6063HD-T6#4006C,6063HS-TO .062 t 2.946 3.t I 446 �2.784—�{ 69 FLANGE FRAME SILL (HIGH) 94050A, 6063-T6 I-2.326---1 2.638 .062 66 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 NOKOMIS. FL34275 P.O. BQX 1528 NOKOMIB, FL. 17 SASH STOP COVER _ _ FRAME CORNER CONSTRUCT #4053,6063-T5 .050 I —►1 1.165 r--� 1144�1155 jjj IIIliPPPL��� .678 2.326----1 1.096� T o62 1 �s GLAZING BEAD, 5/16" #40398, 6063-T5 41 1.979 .062 O SASH SIDE RAIL F31 #4008, 6063-T5 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 O5� 678 1.096 44T5�—�ILLI��� T O GLAZING BEAD 7116" #422Z 6063-T5 I .050 678 I, 1.115y�—ry 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) WELD ALONG SCREW BOSS (2) 1 aso —.678 1.096 1 f 42 GLAZING BEAD, 6/16" PRODUCT:ROVISBD oa comPlYlna nth O,o Flaadu #40446, 8063-TS (USED W/GRILL KIT) p�IwNo, i oso �i - - 1 1.097 46 GLAZING BEAD, 13/16" IG 94067, 6063-T5 EXTRUSIONS & FRAME CORNER DETAIL ALUM. SINGLE HUNG WINDOW, IMPACT Valbly$ewer H BYishoo Fl1' "� 0ri1pMi ab 1 7 11 4040-20 t111lIll `N%` ( VYNN MI(� ���N q .•��ENSg''•F No. 56705 OF .� �'�FSS/ONA�'` A. LYNIVMILL"FW P.E. FL P.E.# 5B705 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 1 40.603 46.603 52.603 1 5B.603 64.603 76.000 ANCHOR TYPE: m� ryQNU"U�QNU�U(V Ste/ z zm❑ Ste+ Z Zc! Z "tU"UO�I zm� 9 Z NV zm� Vti z N0 zr>� 0'Fo z �U"UN zm� z n'8 zm� 0CI�NO"0 z U z WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 21 1 11 1 1 1 1 21 1 11 1 2221222222222222222222222222222 1 1 1 1 _1 1 1 1 1 1 1 _1_ 1 _1 1 1 232233 1 1 A,B M 1 1 2 1 1 1 1 1 1 1_ 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1_ 2 2 1 2 2 _1 2 2 1 2 2 1 2 2 1 2 2 1 22 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 7 2 2 1 2 3 1 2 2 _1 3 3 24.000 C,D,E,F,G, H'4J,K,L 1 21 1 1 21 21 _1 21 1 2221222222.222222222232222232223 1 1 1 _1 _1 _1 1 _1 332233 ARM 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 _1 2 2 2 3 2 F2 2 3 3 3 2 L2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 1 21 2222 31 22223122 323222323222333223334323334 _1 3344 ARM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 2 2 2 3 Hz 2 2 2 3 1 E2 2 3 2 3 2 2 2 3 2 3 211 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 1 2 1 1 2 1 2 2 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 221 _1 222231 223232223232223232323342333343334353344 _1 A,BM 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 b 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 2222322232322232323232423 33342334353334453344 _2 A,B M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2222222 2 2 2 32223232233242333342 2 2 2 2 2 _2 2 2 2 2 3333511111 2 2 -Ti 2 2 3334 2R32 2- ABM 2 2 22 2 22 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2_ 3 3 2 2 4 _2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 A33 2 3 5 2 3 3 2222 3 4PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 3 2 2 48.000 H,I,J,K,L 222222232223333423 44342334 3 533343533 55463455 A,B M 2 2 2 2 2 2 g22 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 5 3 3 4 5 _3 4 6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2_ 2 2 2 2 2 3 2 2 2 2 3 2 3 3 2_ 3 53.125 H,I,J,K,L 2222 32223342334342334343334 _3_ 553344463445463456 A,B,M 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2272 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 5 3 3 4 5 4 6 3 4 4 b l7m.3, FL86276 ( .� ALUM, SINGLE HUNG WI P.O. BQX 7628 ——no Nl%(OMIS, FL34II7d Visibly Batter srnsd NTS 8 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1W ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-181/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS IV MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED & INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE I" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE _ AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX. PSF (DP LIMITED) 118 HEAD 2 RODUCTR6VIS6i. complying with the JAMB ABOVE 2 3 MTG. RAIL 3.fldl.8Cndc cccptencc No J o Dm JAMB BELOW ieml nda Prodnctt MTG. RAIL (FULL) M I I I n 1 HEAD 2 of 014N JAMB ABOVE 2 3 MTG. RAIL JAMB BELOW MTG. RAIL IMPACT 4040-20 `,��oa•�`ceNs�•••.FR _ �a= W� 'O 51PSp o ��'�.FSSIOPIP� �``• A. LYWRIlLillI:Y3, P.E. FL P,E.# 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 62.155 50.655 67.155 74.655 76.000 ANCHORTYPE. ❑ MO N U Z NO�ONONO''O�.iON0 U U ZcoO U ❑ U Z U U ZN U ❑ U Z U U zcn0 ONONO`�O"o U ❑ � U Z U U ZcaO U ❑ 3 U Z O'-Omo U U z U ❑ qO � U z OrONONO—ONONO'�8 U U zco0 U ❑ � U z U U zqo U ❑ �j U Z U U Z U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1'I 1 1111 1 1 222122222122222222222222222222322232322232 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1__1 1 1 1 1 _1 1 1 2 2 2 1 2 2 2 2 2 1 2 2 _1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _1 2 2 _1 2 2 3 2 2 2 _1 3 2 3 2 2 2 372 PSF 79 24.000 C,D,E,F,G, H,I,J,K,L 1 11 1 1 1 1 11 1 221 1 1 1 222222222 1 1 1 1 22232322232 1 1 1 1 1 1 322232322232 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 a22 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 PSF 68 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 32.000 H,I,J,K,L 11 1 111 222 2222 322 _1 22 332233 33323 33 32233433243433243 _1 A,B,M 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 _1 1 1 1 1 1 1 1 1 2 2 2 212 2 _1 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 11 1 111 22 22222 3 222 33322333 3 334 33 3 323343 32434 43243 A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 111 111 2222222 3223333223343334333334 3443 3434433b3 ABM 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ill Ill 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 _2 3 3 3 3 4 3 4 4 3 3 4 3 4 4 313 5 3 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H,I,J,K,L 2 1 7 2 1 111 2 2 222 2 2223 2 2 322333423334433434d3343443343443 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 364 2 ABM 2 1 1 2 111 2 111 2 212 2 2 2 2 2 2 2 373 2 2 2 2 3 3 2 3 4 2 2 3 2 3,3 2 414 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 4 PSF 45 74 51 74 79 79 48.000 C,D,E,F,G, H,I,J,K,L 2 111 2 111 2 2 222 2 22233 2 2 2 223334 2 2 2 2 2 3 4433444433444443544443 2 2 2 2 2 3 2 2 3 2 2 54 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3.3J3 41413131414 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 6 4 PSF 41 67 46 67 76 79 E-53125 C,D,E,F,G, H,I,J,K,L 2 q 11 2 111 2 2 2 2222233333344334444334444 2 2 3 2 2 3 2 3 3 2 3 _3 2 3344554 3 3 2 354 3 _3 554354 2 3 2 2 1 2 2 2 3 2 2 3 2 3 3 2 3 2 2 2 3 3 2 A,B,M 1 1 1 1 1 11212121212121313 3 3 3 3 4 4 3 3 4 4 4r4 3 3 4 4 _3 4 4 3 3 4 4 _3 5 4 4 3 5 4 5 4 4 3 _3 5 4 NOK01AS, FL34273 PA. BQX 152E NCKOMIS, FL 34274 arnoo I NTS 1 9 + 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCOTAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: HEAD JAMB ABOVE 3 MTG. RAIL JAMB BELOW MTG. RAIL IruL�ur1 11ullls HEAD 2 .�y�VNN Mp4FR�i,, JAMB ABOVE 2 2 Ito MTG. RAIL k JAMB BELOW No.58105 -k w MTG. RAIL = A. LYN�I MILLEF1i' P.E. DARD VIEW N, IMPACT nw n.c 4040-20 O FLP.E.#58705 ANCHOR QUANTITIES SUBSTRATE: ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 17.125 22.668 28.211 33.754 39.298 44.839 50.382 55.926 ANCHOR TYPE: WINDOW WIDTH GLASSMONz"'-zmoNZ�Ztn0Nz TYPE o N O U o U 0 N$ 0 U 0 O� ❑ O 0 o zgo,z-ZMONz 0 0 3: o U O 0 o o 0 0 ZmONz 0 ❑ 3: o 0 o zt?O,,z-zmo,z,-z 0 ❑ N 3 O U O 0 o 3: O U o U 19.125 D,E,F,J, K,L 1 -- 1 1 - - 1 1 -- 1 1 -- 2 1 -- 2 1 -- 2 1 - - 2 1 .._ . _- 2 1 .2 . 1 -- 2-- 1 -2_- 1 --2 1 2 1 --- 2 1 - - 2 1 -._....- 3 1 2 1 .-3 . 3 1 ------ 3 1 -'--. 2 1 -._.... 3 1 --- 3 1 -. �..---- 3 1 3 24000 D,E,F,J, K,L 1 1 1 1 i 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2�-3...3--2 1 1 1 1 3 1 3 1 2 1 3--3_. 1 1 3' 1 S_ 1 3. 1 3- 1 4 32.000 D,E,F,J, K.L1 . 1 1 1 2 1 2 1 2 2 3 1 __ 2 1 3� 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 1 4 1 4 1 3 1 4 1 5 1 3 1 5 PSF 79 37.000 D,E,F,J, 1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 -2-3 2 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5- PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2 2 3 3 3 4 3' 4 4 3 4 4 3 5 4 -4-1-5 5 4- 8 PSF 79 76 79 77 79 79 79 44.D00 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 1 2 2 2 3 2 2 3 2 2 3 2 2 K,L 1 1 1 2 2 2 3 3 1 3 4 �4 1 4 5 4 5 5 4 6 5 4 6 6 5 S. PSF 71 79 63 71 79 64 74 66 77 69 69 53.125 D,E,F,J, 2 2 2 2 2 2 1 3 2 2 3 2 3 3 2 3 37T 2 3 3 2 3 3 2 3 K,L 1 1 1 2 2 2 3 3 3 4 4 4 6 4 �6 6 5 6 6 5 7 6 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES: SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ ry O g 0 N 0' p 2 8 ❑ m O V N Z' 8 o Z 8 ❑ N O g a N O' o o Z 8 N N O V o O O ❑ H o N Z 8 o Z 8 ❑ N O o N Z' 8 o Z 8 ❑ C O o N Z 8 ❑ Z 8 ❑ N o N z 8 0 co) WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 7 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 1 2 3 4 1 2 1 3 37.000 79 2 1 1 1 2 2 2 2 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 3 3 3 4 3 3 4 3 4 40.000 74 21 2 12 1 2 2 2 3 11 3 3 2 T 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.000 I 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 63.125 58 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 6 THIS SHEET ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 - V4" ELCO 884 CRETE-FLEX .3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -18 112" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 5/8" MIN. TO36" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENTTABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX. PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 4 MTG. RAIL I RODULTREVI$8D wldttlw Hodda a wmptyl-9 uRdlog God' `%. I,G wcpto-14 p BW ® TABLE 8. KEY: MAX. PSF �� �ptddpC CN0.tI0 (DP LIMITED) 112 JAMB BELOW 2 1111I OTEC.11.- YDRIVE ANCHORAGE SPACING, I NOKO' wx i � 9427a - ALUM. SINGLE HUNG WI NOKOMII8 FL34V4 - SH700 NTS 1 10 d 11 MTG. RAIL I.�\.Ny IYNN •'..'P �.1�..•\GEMS$ FULL DP JAMB BELOW1 2 1= z MTG. RAIL C( 1 d LI j 'TOM VIEW %gyp`. eTpT 0 � 'rrsSIONAL )W, IMPACT J,\\ A. LYN�iALUW P.E. Ma- rw 4040-20 D FL P.E.# 68705 1 114' 1/4" MAX. SHIMI �fj�.—I MIN.. EXTERIOR INTERIOR ALL HEAD AND SILL DETAI ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK ®(SEE NOTE 4) . •� "� i -• 1 3/8'. MIN.,1/4' TAPCOND ✓. •1.3/4" MIN.,1/4" CRETE-FLEX OPTIONAL 1x WOOD BUCK - (SEE NOTE 4) MAX. SHIM WOOD ANCHOR (SEE NOTE 2 & 3)® DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1 3/8" 121 . 1/4" MAX. SHIM ivo`wl 0(M CONCRETE ANCHOR FH BELOW MEETING RAIL. (SEE NOTE 1 & 3) • °" 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4% 1 318" 1/4" MAX. SHIM 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (135) OR 1/4" SS4 CRETE-FLEX. 3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 110 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 110" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8A (SUPPLEMENT 2005). WOODANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 8,3) INTERIOR (ALL JAMB DETAILS) EXTERIOR 2x WOOD BUCK (SEE NOTE 4)® lu DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE va' 131" DIA. M x 2 112" W AT CORNE AND 5' C SHIM DETAIL F, (HEAD) F MAX. SHIM _ WOOD FRAME o t� .131' DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. .131' DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. RAME DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE NOWMiS. FL34275 P.O. BOX 1529 NOKOMIS, FL 34274 DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG b Visibly Better 8l1700 NTS 1 11 • 11 REVISED a with tho Florida FRAME ,\` ,,( LYNN h1k .1 // ;•• No. GB705 FI • tu; • AV S IMPACT S/ONN%-�`��` a." A. LYNN MILLik P,E. 4040.20 D FL P.E.#58705 Florida Building Code Online _ Page 1 of 2 Honda Deparmientof BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats & Facts { Publications = FBC Staff BCIS Site Map i Links Search j BiusiBusin es n si I N In Product Approval ProfesUSER: Public User Regulation ., Product Aooroval Menu > Product or Aoolication Search > Aoolication List > Application Detail LE COPY FL # FL261-R6 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustri*es.com Authorized Signature Jens Rosowski 3rosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category W ndows Subcategory 9tilltons Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 TAS 202 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/19/2011 Date Validated 12/19/2011 Date Pending FBC Approval Date Approved 12/27/2011 Year 1994 1994 http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/ 18/2014 Florida Building Code Online - Page 2 of 2 Summary of Products FL # Model, Number or Name Description 261.1 Mullions for All Doors and Windows Aluminum/Vinyl Mullions Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL261 R6 C CAC 11-0922.01.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL261 R6 II 11-0922.01.1)df (NOA) for product performance information, and mullion clip Verified By: Miami -Dade BCCO - CER anchorage details. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back .-- Contact Us :: 1940 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 mail. 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 dick here . Product Approval Accepts: 09 ® -. M Cleed(t'CAa "a' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquaucoIwmuGtb... 2/ 18/2014 MIAMI•DADE MIAN-11—DADE COUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 P (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Nvww.miamidade.Qoy/economy PGT Industries, Inc. 1070 Technology Drive North Venice, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to petTorm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PGT" Clipped Extruded AIuminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision Section stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for .inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0922.01 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. M@ 3,Io:13=U81�5 05` MIAMI DADiS COUNTY �{ � ,r1 Mpir4ation May�6, zo- 6 Approval Date: October 31, 2013 za t Page 1 J PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.10— 0819.05) 2. Drawing No. 6300JR, titled "Impact —Resistant Aluminum Tube Mullions", sheets 01 through 22 of 22, prepared by manufacturer, dated 08/29/11, revision "A", signed, sealed and dated 10/15/13 by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of clipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6443 (samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05105111, all signed and sealed by Marlin D. Brinson, P. E. (Srrbntitted under previous NOA No. 1 d 0819.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacturer, dated 09/20/11, signed and sealed by Anthony Lynn Miller, P. E. (Submitted under previous NOA No. 11-0922. 01) D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with the FBC-2010, dated 06/06/11, signed and sealed by Anthony Lynn Miller, P. E. 2. Laboratory addendum letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 05/05/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under -previous NOA No. 11-0922. 01) f, r',1:�,( Jaime D. Gasco 1, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 E-1 . PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNTDwED) 3. Laboratory compliance letter for Test Report No. FTL 6443, issued by Fenestration Testing Lab, Inc., dated 02/28/11, signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA No. 11-0922.01) 4. Proposal No. 10-1070—R issued by BNC to PGT Industries, Inc., dated 01/07/11, signed -by Ishaq I. Chanda, P. E., Product Control Examiner. (Submitted under previous NOA No. 11-0922.01) G. OTHERS 1. Notice of Acceptance No. 11-0922.01, issued to PGT Industries, Inc. for their "PGT Seizes Aluminum Clipped Mullion -- L.M.T.", approved on 12/08/11 and expiring on 05/26/16. E--2 Jaime D. Gasc n, P. E. Product Control Section Supervisor NOA No. 13-0815.05 Expiration Date: May 26, 2016 Approval Date: October 31, 2013 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE FORVERRI LL MULLIONS FOPENING DpRCHE51 ; INBCANG SHEETS 20 BEE OETALS 6ECTN ATWE T9 SEE OErA 1 III 11j AIHRV G; BHEATHRU G; ETB 2G SHEETS241 PI HE MULL LENGRI FOR HORIZONTAL SEEDETAR E, MULL SHEET) FENESTRATION r'20=18—�YE Y PGT. /&fEDETAR9 XO MULL MUIL BMEElS23 LENGTH MO_..T. MULL LENGTH GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANYANCHORS REQUIRED FORTHE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS HAVE BEEN TESTED AS'FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTAC14ED TO THE MULLION CLIPS, BUT SHALL NOT RAVE A GAP OF MORE THAN 1/4' FROM THE CUP. 3) THE ANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED TO RESIST THE WNDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 113 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 21. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 6) WHEN FINDING YOUR SIZE W THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BEAN CRIED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMILAR MATERIALS SHALL BE PROTECTEDAS REQUIRED TO PREVENT REACTIONS. 8) REFERENCE TEST REPORTS: FTL.6443; ELCO ULTRACOWAGGRE-GATOR NOA'S; ANSVAF&PA NOS FOR WOOD CONSTRUCTION; ADM -ALUMINUM DESIGN MANUAL 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, AND ARE APPROVED FOR IMPACT AND NO,N-IMPACTAPPLIGATIONS MULLIONS ARE ONLY TO BE USED WITH PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENTAPPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE N THE HVHZ ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LENGTH F—OPENWGWIDTH-1 7II�h—xprslz MuuLEHDtH—) y I DPENP(G NEIGHf OPEN� M LL H FOR HE— LENGTH / HMDL� L L M� ENG H SINGLE MULLION SINGLE MUWON OPENING WIDTH WRYERRCALMULL oPENwG WIDTH FDRYERDCALMULL INSTRUCTIONS 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT(.BSIFP) FOR THE OPENING USING THE ASCE-7 STANDARD 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 3) REFER TO SHEET 22 TO DETERMINE IF THE WIND LOADING IS-RECTANGULAR7 OR'TRIANGULAR/TRAPEZOIDAL' GENERAL NOTES__.._._..__.1 ELEVATELEVATIONS--.---, MULL MULL TO 2X WOOD 2 MSMLATI dMASONRY___ 2 MULLT MASONRY— NOTES2 MULL TO STEEL RY_._.3 MULL TO MUU MULLTOMUIL_______3 AN EC_._ J ALTERRATAERNATAIE CAPS.___-4 BAYMULL NSTADATION____.4 1 X 2 X.126MULLSPECS-6 1 X27 X MULLSPECS.S__7 1 X2.76X.376 ULLLSPECS__7 1X276X ,6MULLSPECS__.__5 1X4X.12 MUJ.SP GS __1 1 %4X.WS MULL SPECS_...._._.10 1 X 4 %.375 TUBE MULL SPECS..-11 1 5 X.376 T6 LLS MUU.SCS..__12 2X X SIBS X U S MULL BPECS_.13 2X 4 XM MULL SPECS_._.___ 13 2 X 5 X.26 X.I S MU S.__�_ 14 30' 3.26 X.125MULLSPECS_.16 30'XS25BAYMULLSPECS._ _.15 45• X S25 BAY L4D LL BPECS.___ 1 T M1 Ud CUPDBAENSIGNS._21 LOADING ENAMPLES_��_.22 4) FIND THE CHOSEN MULLIONS MULLION CAPACRYRBSIFPI FROM TABLES 1A THROUGH 13A, ON SHEETS 5 THROUGH 17 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBSIFTI OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LSSIM FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE W THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY(LBS) TABLE ON THE SAME SHEET AND USING YOURACTUAL SUBSTRATE CONDITION(MULTIPLE ANCHORISUBSTRATE/ANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERN AND VERIFY THAT THE REQUIRED ANCHOR CAPACITY IS MET. 7) IF THE MULLION CAPACITY(LBS") OBTAINED N THE TABLE IS HIGHER THAN THE DESIGN PRESSURE REQUIREMENT R.BSTFT') FOR THE OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS VALUE A LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SUBSTRATE '1 SEE CORRESPONDING DETAILS MULTIPLE MULLIONS FROM FIGURE I ABOVE. 8) VERIFY THE DESIGN PRESSURE RATING(LBSIFYI FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION CAPACITY (LBS7FT'1 OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION PRODUCT ASSEMBLY. 9) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR APERMIT. IBFFIDdda * No. 63705 SS�ONA "o" A. LYNU MILER, P.E. FL P.E.$ 58705 B DETAILA: DETAIL B: MUWON MULLION TO 2X WOOD BUCK ""°DON MULLION ATTACHED TO 1X BucHSTwa TYP.ANCHOR OR WOOD FRAMING WOOD BUCK AND MASONRY AND PERSUBSTMTE, (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) evoiL SEESEETABlE610-100 SEENOTE I, C I � MULLIQV I SHEET 1. . E I SEE SHEETS 't 6 I MW 2TN9*. .'.:. ''-•' EODE 0 ERNERTIIE I I 16ID FURHWE A I I L0.YLflEfE Ofl LAN' DISUNCE. j STANDARDOR I LOCATIONSI ,I SEE SEETABLES OFFSETMULL a EOGE ea I EDGEDISTANCE 1B-1OB LLIP MAYBE DSTANCE ' I FOR MASONRY a INSTALLED BY TWS METMOO. _ II FOWO NCHORSO 6WSZMFOR SIDE VIEW Q1 Q aO ALLMIRLNNI9 G.. H'• A a e ERHFRTHE a STANDARD OR � �/� OFFSET MULL Z � as a. EXTERIOR ° Tw6 uETH��1 LD •". tl OEiTANCE F- Z FOR MASONRY a a ANCHORS N EXTERIOR °d' W S• w F rn Z, 4 —yyy Tri.ANCMOR TYP. ANCHOR �� y, PEflbTJ05TMTE, �X PERSUDBTRATE, /� PEETABLE9IB•fO3 SEETABLE51BA60 SEE TABLE9IB-10H / EOGE/ENO DISTANCE BUCKS— SEETABIE9 PND EMBEDMEM BULHSTRIP Ifi108 T �: :.; e" ATTACHMENT AND BYOTHERS. :. .-. 6 ATTAC1 . I EE NOTE 1. _ BY OTHE%, Jam. 6HEET 1. 6EENOTE I, '• SHEET i. ...t ...!y. -.�•.:'.i "'" MIN 2T NSI CONCRETE ORCNU • SIDEVIEW FRONTVIEW ;ODN,lycu.S%iiliklb ploNda RuBdin�COJc�F FRONT VIEW n�wP1 wNP-13�OF INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION S1ZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D. EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET & 5) FOR MASONRY APPLICATIONS IN MIAMFDADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 1/4' S.S. AGGREGATOR MASONRY ANCHORS. * ' No. 58705 4 ••. t— O 1ISl. IN MIUXA P.E, P.E.# 58705 1 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE (STANDARD CLIP SHOWN) EIRIE0.THE I I I TYP.ANCNOiT (ASUBSTfUTE, $TAtd1ARo OFFSET tdU1L I 1 1 SEETABLEG I&fOB CW MAYBE 1 I I� EDG— WSTALLEO BY II 1' FO0.tMRONRY THIS affTH00. 1 I M'CNOR9 1 I EXTER OR de 4 a EDGE DISTANCE FORMASONRY. ANCHORS . g J CNGi '.d PERP.s su BSR SEE TABLES — &1pB d , Q TYP.ANCNOR BUCKSTWP AND ATTACH ERSUB9TMlE, SEETPSlE91&tOB E1.10Etj1iFM.,, 1 B — SEENOTEl, NoT -_DISTANCE SEE TABEES MW 2T W CONCREIEOR CLIU MW 2TKGI CONCf1ETE Oq fX111 1&108 FRONT VIEW SIDE VIEW DETAIL E: y t25,,y MULLION TO MULLION INTERSECTION NOTES: (U-CLIP) 1) MAY BE INSTALLED IN -TEE - OR -CROSS' INTERSECTIONS. VARIES f 2) MAYBE INSTALLED HORIZONTALLYL (SHOWN) OR VERTICALLY. 3) SEE U-CLIP DRAWINGS, SHEETS 18-20 TOP VIEW FOR CORRESPONDING MULLION. MuuION v.R /13STEELSCREW9, BELF-0RLLDNO00. �ABILDON AND uUSuE[tSfPoTAuR A LE RD tlLp EXTERIOR LL SEESHEETS I9RD FOR HOLE LOGRON9 FRONT VIEW EDGE DISTANCE SEETABIES 1f41p8 SIDE VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD (STANDARD CUP SH By 1 INSTALLATION NOTES: s RucruRE Tn.PNCNOR 1) ANCHOR EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, pERsuBSrMrE, A �SEETADLE3IB-iaa 2) QUANTITYOF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION A SEE SHEETB PAODULTILeVISED ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE . ® as mPlying wllM flw Pkrida iB¢O FOR ng UuldiCod: �} CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE �� HONE AcceplanaNp"l3' 1S. FOLLOW WG SHEETS. FOR DETAILS A4% EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED. LOWTIDNS Ea ' J)mp 26 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. `` .�� AtiTDadePmduacaaw 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. \//11111111 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MLIMWADE COUNTYAPPROVED EDGE \� OtSTANCE pN,,••••.•••'y/c `%P/'�: ELCO ULTRACON OR ELCO 1W S.S. AGGREGATOR MASONRY ANCHORS. FOB BTEELSIUDSTHIlPJERTNM! SEE TABLES �:���� DENS FRONT VIEW fawAeme0rtvLlANrwIrH THE FL euILmNG IB-taB Qom.•' 1? S ••'• (� A�nacxreYonB �s *' N0.58705 •'* EXTERIOR UsEwoOOAHmmVEM SIDE VIEW /• NOTES: .D K (o IS ✓3 i. ul� 1) FOR 2X W000-BACKED STEEL STUDS, W000 STA E F ANCHOR VALUESMAY BE USED. �i'CCC :F[ORIOP••�G�=:� 2) SEE CORRESPONDW G MULLION TABLES,NAL�t SHEETS 6-17. FOR QUANTITY OF SCREWS. ALA ISIIM)L � 1 ,P.E. FL P.E.0 58705 EXTERIOR DETAIL F: FIELD -MODIFIED MULLION CLIP (F-CLIP) MEDET-31 T..E ]AND]PoRAtIM UTpN X TD SPECPICSUBSTMTEA srANDARD MuwDN cup i,I WB'IEDTO Fli FD111 DETAIL G: DETAIL H: ANGLE MULLION CLIP BAY MULLION INSTALLATION (ANGLE CLIP) (ANGLE CLIP) O 11 O O � O 70P VIEW EXTERIOR, r Y%S•PNGLE CLP, 3PERME— END.MUSTBE INSTALLED DlSIDE OF BAYMUL wow . STEEL,ALUN I1--W.STEEL, STAn—UPTOBE EXTERIOR OR MASONRY FMERIDR AWµLMU ORMASDNRY NODPB:O BIFPID. EIDERIDR OEWEDIsc�4 �RODUPICTIRBVIBBhe FluddB P 4 F ddinitt d. }.J. D ® I ® INTOW D.STEEL. O Fi - PDxly O ® ® "K MI OR MASONRY 1 EOCE n B , i . DISTANCE NLvm�DDdopmduaconl D PER APm EWE---® E PERANCNOR P NOTES FOR INSTALLATION OPTION G 8 H: ` NN�NY LY NOTES FOR INSTALLATION OPTIONS F: O 1) USE 2 ANGLE CLIPS PER MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. 'N,ICENSF'' � �� 2) DETAIL G: SEE TABLES 1B-i III FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE = *:• No. 5B705 1)DETAIL IS NOT APPLICABLE FOR THE BAY OR IRB'X2.11'X.12S MULLION. LOCATIONS. 2) SEE TABLES 1B-IDB FOR ANCHOR QUANTITIES AND SHEETS 18-20 FOR HOLE LOCATIONS. �= 3) DETAIL H: SEE TABLES 128 OR 13B FOR ANCHOR QUANTITIES AND SHEETS I&20 FOR � � ., /0 )S )3 3 THE 2%5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. HOLE LOCATIONS. o STATE OF Cl!\ i .C• '•.• FCORIOP.•' �'J\�� A �'y /f114KE P.E. FL P.E.# 58705 TARI F IA M111*1 Ca Ecl Tnbla Iba Opaning Width (foreeWz-lsp -. mtffiora) or0poning Helght (forfMTAAayapan*g m111aro) BOIn TON BON N. IN 120N NON -h 1 X2X.126L...i.ft 3pmdap. R[clmpla Tmprrdm9. L4adN9 Recfanylar L`Nd4 T ;,N on9. LPa6n0 M-,gpJ L4WN9 T PIT& S W... Rect Ww Lw8n0 Tmpg,! n LudIN RV-JEar LPadN9 7v 94 9. L.dlg lhcfv0 LPSAip Trepridn LP06p RectagWa L99dn9 Tr WdT bang Rec Vm L-IM %OlIdm L1612 K3128311 � EIT Ydnai g 50y ggIT �Lgy7 � H.5 >tt 0.2 400 115.5 325 "A 40B IOTA 321 69.0 400 104.1 319 62.1 QS IOTA 319 W.9 {0B INA 319 40.8 IN 104.0 316 "A 440 104.0 31B .B 258 02.4 MIT 73A 252 516 312 67.0 248 48.8 312 612 240 41A 312 61.3 244 V.5 312 SIX 2N 31.2 312 6I.0 2H M8 312 61.0 244 214 312 61.0 2" WATSM 619 10.0 231 612 .1 61A 220 4" 281 817 224 39.9 281 M.1 m 35.0 281 W.1 220 31.9 281 49.3 219 MIT 211 I9.) 219 =0 261 4" 219 20.0 201 49.3 216 5/1n 62.8 57.5 20T 419 247 IAA 202 3TA 2Q 44.0 NB 32A i4T 41.5 NB xe2247WAIN20A217 3A4 163 21.1 24T 11.1 1. 10A 247 >8.1 103 IBA .7 ant 1.3 WN UA 412 IW 32A AO 3a4 IN 27.4 2N MA IW 244 NOO M9 IN 2U 2W 27.1 169 192 200 25.9 1ST 18AWln 35.1 35.1 10 2/A I01 WA IM 217 101 20A 140 20.7 IN 24.5 10 18.4 I01 23.8 N{ IBA 181 21.T 141 WN 36A 3" 1. NA IN 2n1 III 20A 1. 211 D9 10.0 185 2UI IM I1n In 1. lie 16.9 119 ti.5 tt0 70N I8.9 19.7 IC9 102 101 Anchor CapuRy Tablo (lbs) SaSniate 2h C0n:mta SSt Can 1bSw/aAU F adU PT- NeNI Af JI0f CI1p PB90(n5 MnaalTpx N1S EIto UWsa1 1A'Ebnl➢Vnwn 6118'Efw Mlr Yt6'ElvplAimcon VP EI[p W.-W.-���lar 11486 Dm Mifi-FJco 1n0son ll4.69 Elm /{p,eWta /f0 Scmv(.0(GS) W26feel 6uaw(G51 /ttbietl 6cmw(65) Edgs p4Nnca llnF r Sv2' 2-Vl 3.18' f' 2.12' 1• x-vr 2- 1V6 z 0.16' 4Ef 0.3N• Emlzamea Mf 1J1+' 1JIr tdl4" IJI4' 2' 1-V4' t-v4"1-tl4• 1-IW 1-v4' T 13�P 1-319' (0m Mn4) zAtiram�4.TC wA o.c./at momua +WA TWA Imam 4A,v+a3®1.1S6W.0.Q/61aMen1 (a Og9i1C9P pY ]T 4WIbi NOft WA- WA 3W Ita WA WA WA -1. 0400ta 1120. 4Am'tm GT Min 0.0. /N12t6AigN L0@/p183p 780. IN. -1. 1 I696� 6+0Ita 6W IIa WA ]fi010a 93815a 6Wb T3tA 6n fi92100 BW Na 1120 Re 2McMs a 0AS M9L 0.Q/UCBA NN WANm(Fl045 WA WA WA WA WA WA WA WA WA WA WA WA WA WA T1Bm3 1 McMrIFL0p IFI9. 6F 195i. 19010e R311W 4411M MIN NSILO 1W 10c 1)Tlm 3T0 W'r 21,- 3321lA Wflb in" 21010a 20M 2M-O0I.I6'MMQQ/-Pply.6T Vol. -1P WA WA WA WA 1W Im WA WA WA WA WA 318Ib9 430 Na EW Na NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE 1: FIGURE 2. FIGURE 3: 0 ANGLE CUP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE B: • • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (Op-) X ( ANCHOR `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPAGTY REQUIRED• CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: i) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET22 FOR INFORMATION ON LOADING 0Y SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. - .--) 1.000' �--. axeptw22-1. 203) 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. MUWON AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS te-20. Ii DConRO HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 11120. 2L FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS. I 1111 `�,��Y �YNN M/<<F �i� 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED L •12`• V10EN$F '•.- 9 i YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-TS AND BEA MINIMUM OF.125' THICK STEELSTUDS TO BEAMINIMUM GRADE 33 AND.045•THICK(18 GAUGE). STRUCTURAL STEEL TO BEAT 1-Xr X.125-MULU0N z *: NO. 5STO5 LEAST.125- THIdLAND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. - •� f0 1513 LTI^ ST E F i,.t� •...FT-OR10P � • G.� %rS�ONA� A. LYrNNQWBBEH, P.E. FL P.E.0 68705 . 0 I TARI F 2A MuNon C-pacRy Table h11sT Openln0 Width (fwwr00e3}Sp-f g mulam) or OponlnB HeIghl (top bodmNxlpspeldhg mUlom) .1. W In 70la W In le I le 1201n 140E iW N 1 i2 i.J76 Regmgaffi b�W TapRdare. L-M R4c1ar0Wu ICWr{{aaq Tr r-M Levke R-neW I 10a4Ng T.pT4vig. le l,g MgerOWar LoaWlp Trepfnaig LwdNIVLO Re ae- L..,,eL TnpROag LpaON RrgareWa T prrdo0 ll- ... laadre .,Ida,, Inca. PaIe alel Ttap?alanB. lwWre ReganB. LeadW Trapr., leadre Alum. Tuha MuNon 5g @ � ty, gg 2k !a pq g ie a h py g} 2@ 8- 0� 3q 2i y5 £9 � g$ 1 *g� 1@ h p, R$ 5g 0 a }q gq 5g U g Sg U B g$ sglLwGug U Sg 8 pq }�LeB6re �3 5g � yy � t1 1 qp g$ g-emB Sg *g� yq BR 5g 1ryp 3 121n tT0.0 6ID 1)0.0 9}5 151.J r82 IT0.0 41B 1MT E63 H0.0 606 1183 f/R iW.3 618 iWB E@ 1GaB Stl B0.BI lT4 I IWB 61I 767 BW 1-a 61} XB %! Ina, all WT 662 16fl0 .1MW 121.E WT 1340 419 101A W) 1- 410 W9 WT IX7 40) Tfl0 WI f026 3Po 67.6 WT WB .1 .0 w no owW7 WT W.0 39fi Q4 6W ale 3Po X. W) Ba0 398 WWfiln 103T 4W Hae 3W W4 - al.3/1 ]41 864 fi4B 4W .1.1 3W 61b IW 81.a 35) 6L6 1 1W W0 3W 112 4W no 3).0 4W =4 4W WA S58 MN BSI 4W M3 336 T12 IPo 79 31B 81.0 1Po - 322 W4 4W 67.3 JIB 1T.6 1W 84.0 all 1.7 IB0 .11 al 4Po al.. 313 no 400 6LB 313 1 287 IW Gle 313 Wh 623 .4 0.1 Do 51.8 T14 57.5 11 445 324 61.2 261 oal 14 4fl9 2W X6 324 43.9 07 31.1 M 120 20 X0 old 18fi 293 V2 34 40.6 20 1a5 3)4 4ea 253 WN WB 291 6TA 252 41.8 ?JI 482 2H 3fl4 law 438 241 a. TN 388 2W 28.0 281 all 94 2SB 291 352 2R =4 28/ US 2W I" 2}4 YL1 2W 1a8 2H Si4 2W aam na 49.8 2W 39.0 2W d2I 22S X9 2W W.a .1 29.2 01 X1 211 260 01.6 211 231 268 185 268 ?8.0 210 t87 168 22T 209 t48 2W 9.) ZIB T21n 3fla - 3).B 30.0 225 323 Ill 21.1 ffi 2fl4 1BB .6 225 248 iW 20.0 2}5 TJ.6 1M 18.0 ?25 221 iW 140 225 10.J 1)) 12.8 235 I8fi llrl 11.3 225 10.8 li 'Win Afi 2W T2.0 Ill 2Sa 202 Z/2 I. 21.B 20} 2a8 1)0 182 202 21.1 iW 1T.0 2tt 1..7 1. 1S3 102 1.4 1W 12.6 2L2 Ifi.} iW 10.9 2t2 1fl8 iW 8.8 2W ta. 1W TBII 283 I. 9.a iW TSB 182 81 iW 20.2 VR T20 iW 12} 1B2 18) 1W 1SI _ 1.1 i8/ 11.2 1. t0.8 1W 118 1$ 162 152 1.. 182 141 1W fl9 iB2 H.2 1W W N tfl6 1H 18.0 12d ifl1 tH 1St tZe PoN 162 1D 158 tt] Anchor Capacity Table (me) BubOaW 21i C,mnlr 1£Y Can IpIONONu Frbe u PIWwa Ndd ArclgrQBp PeOerts TT Angm pn Wt6'flw lalracw V1'Eiw 111Vawn H18'Oc0 lSBacw WiS EICB DaI%00 Vf LlwlAman W 55 Eko Al-UNxon 511B'Elw 114'S6 Eko AgPecda .1061ad BramtlGS) -a.d same(ssl .1os"d scmv(CSI Eq udame MI FmBeamaN Mk 1dIP 13•9§-A 1�14• TT 1111' 1-VT }-v9' 1-v4' 1-vT }-UP 2 1JIC isT hw wle l7 2Are8pr40L)S NIA O.G I6badanl OrOWq CVpl 1p. tj 3W IU 3W I60 1. 710 Wa 46810e -1. 11WNa 338 pn 4.- 4-a=01.lTUhQQ/5t-9(4r00H)WpM2j 4&0lm TWI68 WA WA WA 3WaeWA Wq WA Wq WA]WIM Tal. t6W 1Aa imm WONp LEOIm WA IWnm2Aiclm GOAT Nh 0.0.rU{VAIKOVSNum.(P44i WA WA WA WA WA WA WAWA WA WAHl pe anila 1351tla t4011n liTm 2311m 332 Q4 W1 lb WA WA WA 1PoIm WA WA WA WA WA WGlea 420 Ne 5fi0 ®r I NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE 1: FIGURE 2: • • • • 1111 FIGURE 3: • • 11 • • ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: • • • ANCHOR CAPACITY, TMENT FORMULA: (DP ) X(71CHOR=ANCHOR CAP.,,, ``MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TOAN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION.ITWILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: mPgaog tnm n O ldin8 CD6e !'_ Acw mnw Ho 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. 1 (o SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 'I 1.000- i- I 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWOR OPENING WIDTHS IS ALLOWABLE Mivnn D004 Produq comro 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEES HEETS 18.20. 2.000' III I `1 1.YNN HOLESTO ILLED IN AL RESTRICTIONS SHOWN ON SHEETS IB•20. FIELDFOLLOWINGHOLE I FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. SSH W SUGGESTED, LOCATIONS. � pC�Y .•-•••.M�((p_ '��: '•VCENSF ':•'P'�� 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L;' '•,*% CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM 080. WOOD SHALL BE PRESSURE -TREATED =iT,' No.58T05 '. '• YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' THICKSTEEL STUDS TO BE A MINIMUM GRADE 33 AND.D45'THICK(18 GAUGE). STRUCTURAL STEEL TO BE AT 1'XT%.3T5'MIILLION �_ LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND �'O '. (G'(5 l3 w, THE MATERIAL '• STATE O : / _�� cs4/O'N E� . A �fNN11HILLE'F�. P. MuBlon Capacfty Table bslf? Opening Width (farwrlicakapmving mtl9ons) orOponing Holghl (for IWdmrtakspamilg nenam) Oete Sea, 701n 00le polo t001n I.h 140h 160N I x2.75x .1 Alum. Reelalp lv L9edn9 TtaBRAalp. Laad00 RIeov. tmdn9 TreW)d- f40dn9 ReU ge. Lead. T.W�Nn9. L-le, Reci-- loedro Tmp-.- Lwdn9 Rea.&- tenft TnplTaenB. L9adn0 Reck,pan Loeft TrepMa,q Loe leg Beolanp,br l-see T�apTaerq. I-lq RevlmaWer Loedn9 T�apram05 wdm Pecim9dv 1na6eB Tn9Ra m9. loa4ry Tubagyyg�'$Q MUI1b0Z�a€ £ yyggu SQ y�.n. F yds.. ppyy = Ilia, yy �v¢¢¢ aka'ypaQ ., o $Q a��yppy $Q $$pi Fo E 'yg[r �d 6 99 'ggo .• E �a 6 Foea. $ 6 .5Q 4�gN NaR5' b gp d QN 1T0.0 0" INA 05 170.0 744 170.0 479 170.0 W 170.0 NO 170.0 B92 1m.0 510 170.0 file I]0.0 MI 1M.0 Ix4o IMO .1 141.7 1.1 170.0 .1 121.6 1b1 Im.0 621 111.6 INS Im.O 621 00, 1m.0 To Im.0 524 170.0 ON 170.0 0" iJ0.0 9B2 IS0.0 B]0 I]0.0 fi33 1m.0 fifi1 161A Has 170.0 g] INA MI) 170.0 600 11&o INB 170.0 N00 91.$ 1139 170.0 ON a5A 1119 t70A 600 60A35N 170.0 74/ 170.0 L6] f70.0 ON ITO.e 631 fO7A 10]2 ITaO 604 14&a I033 IT0.0 121 130.a 10]2 i10.0 74T 11T.1 1032 110.0[4.1 97.9 tOTt D0.0 i5a 03.9 1032 U0.0 ]55 i3A 1032 ITaO 156 61N Rao T9) IMO 012 18fA OW II..0 691 gat 907 IKT AO 120A DO) 1526 T20 ID]A Bo] NSA 711 B&9 9m 111.1 60.E 9PI 110.0 T09 68.1 CD] 1/0.0 709 60.3 PoT 1460 109 so le N1.1 T]5 151.6 635 117.0 79 1US all ISO.. 715 116.0 69B 002 733 IOa2 690 1&4 7. IOU Sa3 ]0.0 7]5 0.1 60A IN .1.0 6)1 00A Tay BI.O ON 44.1 7M 01.8 674 B)N 121.9 BBe 130.0 $70 101.9 E58 111A .11 m.0 fi66 B&B .7 M2 fb6 w.1 ON W.] 668 bl8 WI fi0.9 6fi0 ]9AIOaO601 112.1 623 BBA -1611BO)&5.D601 662 SW 7I.1 193 6SA B07 ]fA 4p8 6].0 a0i B1A 442 60I BL/ 119 3/A 607 Oti 4l4 3ti am 62] 414 rile alb SIO 65.0 .3 60.0 Ste Tao 434 IS43."-0510 61.9 419 45A 510 01.3 413 10.a 510 50.0 No 6f0 1e9 402 292 510 44.4 NO 25.5 610 44.3 Us 76N 69A 4. }3.6 bD 61.e 45a 01.7 392 49.0 45a 54.1 Us 43A 450 0.6 37a 30A 459 44A ]73 31.i 43O 41A - 1. a7.7 36Y ..a 4aa 30.0 IN 2I.7 ON 33.T me .11 . 433 =8 3)3 45.9 435 49.8 3S8 4al 433 41.7 No 35.7 435 40.9 NO MI 4]5 3&i - 4. 31./ 3N 22.8 1}S 32.0 NI 2&1 4. .2 340 BON 41A 39 41.1 290M04 265 20.9 321 31LB 2B0 MI 311 - Z}S 2]3 9T7 23.7 271 A.9 32l 2&T NA 32) 21A 262 11A 32) 10.3 25a W N 34A 2aT NA 237 2&] 231 2B.9 252 HB 1a] 2a0 24O 21.6 26l ]0.1 244 19.1 287 20.9 U. 172 ?g 10.] D7 IM taT 1&9 2R Imle 24.2 227 247 TOS 212 23T 20.9 201 IJ.9 =7 wo 19a 15.1 227 Ie.o f95 f1th 22] ]IS 22.T IW 1&a 216 i&1 191 16.9 215 1&6 105 I20N 1}A 161 11,B I8/ Anchor Capacity Table (Ibs) SumvY.e 2nthncrW yeF Cone. !WaYGllll FPWMU P]W4W ldWl Ardor CSp Patlartn AncDvrTyp¢ Y18'E1eo Uvaeen Lr Den UNacan R16'Eke Ulrx-, Y18'Eko UUacen Lr Eko UNa4M Ur63FJc0 AgyaOalm 6US Eke lMzan 11r 66 Ek9 AOPeG]ta /1-(. SeNw(GS)Sertw(G5) /1 (Os /1 (, ScrevIGSJ Ease u.l-(1-7 r 2�trr r avz• 3- rz-tm 2-1LS 2' z• a46' a.3zr fmmOmeM ON 18'r lair tAlr 13'P a 1-114• 1-v4• 4v4• 4u4• 1-v4• 2' W19• f9Y (eeerc{e 41 x A�cSen gals NCAP(na 13 390 an 3MIbe 450M B6Dk9 i6N 1m 2m lm 40b 46B Im 66110e 11820» 328Im -1. ON. A WA 3WImWAWA WA WA E32Qa Be t1a'11mgY IdN. C.C. r(2735]upN C:9ar(FiO. 3) ]holm 1B01m 680 Ne 15601m SON 1m 0901m 6501mTOOImONO J-A Na 2XA DIa fi32 As NIO ae 11.1m 2Arc1an60-1,41O.C.7UNANIve'uum(R9.4J WA WA WA WA WA WA WA WA WA1AncmrfF V(FIa57 195im 1951m 2350a M51m 8421m 135ae 1401m mOlm 2NIm 3TJ IOe .1. 16)Im 2IOIm Mee WA WA WA WA 3361m 9]Olm SNOk4 nulc. -lNR Urr-I LAIr,D.I'EI71E-ANUNUNI'AI IERN ANUANUHUK%%LUES ASTHE STANDARD CLIP. Q_DCIRCUED VALUES ARE USED IN THE EXAMPLE ON SHEET21. ANCHOR CAPACITY ADJUSTMENT FORMULA: (Op-) X /ANCHOR CAP.CAP.T-m) -ANCHOR CAP.m MIALION ,e,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REWIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCROR CAPACITY TABLE r r FIGURE I: • FIGURE 3: FIGURE 2: • • • TABLE NOTES, 1)SEE SHEET FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 1 000' eta w 10ode Pmdu4tCamm7 A1LL 1111I 111 }7j \ 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. 2.750' :' '•, .k HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. ' 'k N0.58 705 ANGLE CLIP MUST BE USED IN PAIRS. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM MAC[ 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED 375' _ :•LL ID ) IW, FIGURE 4: FIGURE 6: FIGURE 6: CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM 690. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SIG OF 0.65. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.126' ��p .. BF • • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK(18 GAUGE). STRUCTURAL STEELTO BEAT ICKANDA36.ALLANCHORSINTOMETALSHALLEXTENDAlLEAST3SCREWTHREADSBEYOND 1'X2.]5'%A75'MV1110N % eL` •. ,FCORI�P� �i� F • • • TEASHE MTAWT A LYATERIAL NN MILLER, P.E. FL P.E.# 58705 a a TARI F AA Mu19on Ca ao TablB eMlt Opening Width (toreBNcs4ysparNltT1N v)or Opening HQIBht(for tn4xalaP/sperldrg mluigA) Spin 60 rn 701. WN BON I tmN I401, Imin 1.2.76. .860 Alum. Real Wg IeaQnp ihfp7dng. laeQry RaBUegear LoeQnp T.AnIN9. Wdng Raebnp+w madryl Rep/Men9. Wdrp R�NaipQar Lmft RaPTOang. Lmd% Ratangea L-a Taplmar4l. Loadlq III'm 9uly wft Tmp70aig. Lmd.g Rml w. U ft Tep'Meiq, madm R4aN�ly loadn9 T WAang. lcadng Raelellg a U ft Trani B. L-ft Tub. Muman E gEg r s YEy r Yr ilr_ 3$ qr a. 9g.- L L}rc_ r 3 r yr a S .rag a p@_ r %_ r Wig_ P E ti a S.. r !2N I70.0 Am 170.0 !JS 170A 7H 110.a 478 Im.O BBB ITO.O SOB 170.0 Bpi lino $10 ITao VIE 170.0 Rf 170A 1240 170.0 RI 1m.0 14M INA 52f 158.7 I= 1rae 611 1396 10m ira0 Rt 43h 170.0 700 "0.0 524 170.0 NO 170.0 IN 170.0 9R Im.O WO f704 113) Ira0 80t IRO 12T5 17Q0 WI ITOA tO7 1]0.0 ow f/1.7 H17 IT0.0 Bm 01.6 11f1 1]0.0 BOO 1oeJ 1/17 ila0 No SOA231n fi0.0 141 1/0.0 SW 170.0 096 170.0 831 1T0.0 IDIB 110.0 004 170.0 fIBS Ira0 im IRB 123A 170.0 70 I/eJ 126e 170.0 750 121.8 1288 Im.a 766 1WS 128e 1ra.0 T5B B1A 1208 1T0.0 158 5/N 170.0 787 170.0 812 110.0 BSB I70.0 891 170.0 1110 170.0 751 ISD.i 11J0 110.0 64) 1318 Ifm 1J0.0 N1 ImA 11J0 iT0.0 659 t00S Lim 170.0 ABI AB.1 1130 f]0.0 061 753 11m 110.0 081 fi0N 1]0.11 AAS 17. rat 1- B15 ta23 781 1265 BIS INA 740 Il 915 I= 735 WA 911 tnA no 87.0 215 lifl5 TOO 732 915 114A 715 018 B15 114A 715 OLD 913 114.4 715 B]N I51.6 AIO 181.9 110 f205 830 If3W3T.2 10fl5 31D 1232 B01 81.9 om 1122 WO BU BJO 101A 6R 119 WO 99A o58 03J Bm t4.5- B19 61.2 330 81.1 80 !11 om &.i 6/9 BON In.l 761 f10.0 B5o 110.0 ]R 1 0/.3 IST 1018 8N 825 767 OQI 614 714 757 0.1 609 MO 7R BU bro 65.0 757 m.0 03 471 757 762 691 41A 707 762 RI no, 101.7 No - m2 ..8 No 0 72.7 No W.1 We No Bf6 72.2 ON 6e5 NO 86.5 Ell R.0 em dL3 - 421 8IS 57.2 ON WI 6111 513 /97 It.8 6m 0. 491 5 mm 38.3 571 0.4 423 72.1 571 0 . bTi 07.4 479 W 871 00.E 471 410 671 03 04 0.2 571 5L6 4W Xe 871 47.0 451 30.9 571 IA6 111 2IA .1 IIS ILA 7e In 90.0 542 63.4 474 617 5/2 57.1 612 elf M R.0 5{2 - 440 IU 612 SIA 442 40.0 W 47S 07 313 512 !1B 128 28A 542 40A 425 25A W /o.l Iil 90N 621 /W 0.7 111 OA IN 3T.2 407 38.6 9/9 315-7 -3 343 2fl9 IW 72.1 NO Me 0T 29.0 WI 21.7 407 20.1 321 IBA I07 21.1 = 1&0 IW 23.0 319 BON I2.8 ]58 11.1 ]20 35.8 3R ! Sa.i SSA R.{ SOB 28.8 J56 3fl6 SW 2J.B 358 70.1 300 213 358 21.0 208 17A OSo 31.0 26D 15.3 350 182 2A{fOA In 30.1 2N SOA 255 25.1 283 1 21.5 Zen 22.6 20 1A.0 2W 19.g 2N 10.1 2AJ IAA 2/D 111 283IIIN 27.a 267 26J 242 211 07 o, 10.0 2W mA m5 17.3 207 18.3 m1 t5A 2W i6S i38I.N 22D - .. 2W I- 99 111 2H 112 m2 TABLE4B AnahorCapufty Told. (lbe) ANCHOR CAPACITY ADJUSTMENT FORMULA: x� E ANCHOR CAP.,e,•., Arrhor COP PeDBtro spmlma 2n cmaala 0.rA caw Hmw.cuu �,um cuu p7wom uaw (DP,..)%( )oANCHORCAP... MULLION CAP.,e,,,.. USE THIS FORMULATO OBTAIN THE 'ANCHOR H AN CAPACITY ES LIRE REQUIREMENT FOR ACTUALOPENIN .WHENREREOWERTHAN FOR THE OPENING, WHEN IT IS LOWER THAN THEMULLION CAPACITY (FROM THE TABLE)OFTHE MANCH ECTED MULLION.ITY7ILL YIELDAMIN64UMANCHOR OAPACITY WHICH MAY BE USED TOOUALIFY ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE Anmarylc arts Elrofmrxm v4.Ocafaamn g16'Eb0 t3ircm SnrrEmfaaccn va 6Not]nmmn -.EIN ApgrcGHm SI1H'El ulxm 1/f 88 Eke AApaGaia 81061etl ecew(ss1 3R6feal $naw(Os) .... eam(cs7 EaBega,nce Mt r 2-trr i a1/2• avz Y 2-vr 1• 2-trr z >va T nas• a6o• 0.32r Em6NineN Ant 13'P tAl4• 1.vY 1-114'rym Me4) qc./uamammolmal qlp (Fla tt Soo 390Im 1m t Im g Im xaom aslim i4o lm 4seim ss4im 11R Im i01m 4m lm 660 wa 4A-01.17 MIA D.G/SteMmb(M Omrt) Up(Fy. 27 43o1m Tao lmA wa wA >aom wA wa wA wA 6ss1m e4o ttmlm 7AOIm TBOIm IWA ant u9m wA 7w ao Bwlm eeolm a3sa mn 652im tmim 2ArcIan00.4S IIN O.G/11WR490 Le'ANm (Fl9.It WA WA A6WAm WA IYA WA WA WA WA WA WA i16 ae tArcra/r-rnp(Fb.at 1BSIm toslm 51m17I0.1 amwADDRIONAL 2 ArrMn W1.15'NN O.GIFlIp(Fb. bt 2l0. JSON+A WA WA tmtlo WA WA WA WA WA Sm 7oa Imim LfiOim RO!UgREWSED ufe: run fne urrael uur, uae lne aHme nqunun rntl Enn ANDmunun CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. u04ine Coda `J ♦at<p4urca No� FIGURE 1: FIGURE 2 TABLE ES: -� 1.000' I+ Jpiam_- 4 • • • • SHENO THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEET 1 FOR INSTRUCTIONS ON Dade � S ATI SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. am1T Pro4uc1 Can1m 11I11 I 1 /1 / 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS LS ALLOWABLE. FIGURE 3: 3) MULLION AND AfUWON CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS I8-20. 2750' / VOENSE"•. F9 HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. `�♦�R• FIGURESSHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. No. 5B705 •*': ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT-FILLEDL FIGURE 4: FIGURES: FIGURE6 CONCRETE BLOCK UNIT (CMI) SHALL CONFORM TO ASTM GBO. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.65. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125' '1 �•O L,� �� ��'•, `g7a TE F3 �� • THICKSTEELSTUDS TO BEA MINIMUM GRADE 33 AND.045'THICK(I$ GAUGE). STRUCTURAL STEEL TO BEAT LEAST.125'THICKAND A3(LALLANCHDRS INTO METALSHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND 1'X2.7SX.650'MULUON :T O '- �'n�. '••;'(OR11?i;•' G.``� • THE MATERIAL 7 �SS�ONAI- A LY<•itJItWla P.E. FL P.E.# 58705 Mul6Dn Oa BD Tabla Ib61RT ODDnInBWidth(forwdlw aDM mMllore)or0pooTnB Ho1Bh!QMhOdLY0a35'-sDNWIB mf6ms) WN WN 7010 60. 90In T.. 120N 140N 1WN 1"%3.126"% R4cbnBNr t-oM I TWrd-. Lo2bg ReMen9MTr LwMD TmpTdelp. I g R..e W LO., T d;u Loth, Rader, Lmdcy Raprte Lmao19 R-g,B L-f. TrePfda,,, L... RectvpNr Lo3099 Tbp/Idary. lAadvp a-,quY Mein TnprMenp. Wednp PacbnOMer La g TVPRdm9. 1ae499 R<NmPAv L-ft TaprldzlD. 1-im .500"Alum Tuba Mull ,gE 3 E^ A` 5gtr .+3i $Q Fg 3� b $ E {$' G�' �g T> .4 '7gr5_ 3�.� ys¢ r 6 E_ b 4t yCj E gF_ Bv� E Sg d"rc` p $ s` Yg g$_ u� dr E$ V k _ d` 1EL u� fi}� i5 _r_ b $} "d$ E i5 2 y`v��g 7f, .5 X� }r7 $Q 2@ _ .5g aY E 2c d I'c d` f a8 3` a £� 3p� !C � a TO 3� i58 421n 170.0 020 170.0 435 170.0 1" 170.0 47O 170.0 6M IM0 AM 170.0 BB2 170.0 519 170A 1116 170.0 52I 170.0 1240 IT0.0 521 IISO 14M 170.0 Ul 170.0 1735 170.0 621 IK4 1002 170.0 621 49In 170.0 TO ITO.9 524 IIA0 eW I- SN IT0.O 9m 1T0.0 WO 17DA 1133 170.0 01 170.0 1275 170.0 077 170.0 HI] 170.0[�2 157.7 1677 170.0 WO -I 15]T IN.O 6W Z 1577 70.0 NO 50.0251n f70A 747 170.0 SW 170A 890 R0.0 0J1 ITOA IN0 110.0 0M IWA 1195 IT0.0 123 IT0.0 IMS U.a 71T f]0.0 ilN II0.0 1115 f105 iTOD 7W 121.E 1/93 170.0 IW 1043 140 f70.0 755 NN 1]0.0 7B7 170.0 BI2 1mA B58 ITO.O WI 1]0.0 1110 R0.0 7M 170A 1275 IWO 8m IW.f 1101 1TQ0 WI INA I/01 170.0 12/A 1MI 170.0 Wt tmA I01 1]40 NI 911 1/01 170.0 BBf WI9 ROA am 170.0 701 170.0 1OW 170.0 7W 1556 IIW In.0 87e IBIS 11W INA M. I.. 11W IM6 BIT III. 11% 11.7 w II56 144.5 03 TBA 11W INA ON 60A 11W 144.5 Ow BIN 170.0 BW 170.0 745 INA INS 170.0 0W 137.0 1049 t53.5 8W 110.0 INS 141.7 MB IMS 1040 iM.0 Mal AM INS 125.5 79.0 1N0 1189 820 B4S IN9 1f6.9 619 W.9 iN9 110.9 619 WN IWA Am I70X 70B 139.0 9S5 151.3 ON 119.1 6% 133.7 7N 1N2 955 121A ITS 016 BR IIM 7N 814 955 106.4 0D.5 055 090 749 59.a B55 94T 748 MI Am M.7 70 TIN 1245 80 134.9 07 107.0 W3 114.9 AM DIA BW 101.1 610 W. 6P3 all 6W 71.4 Bm Ma NB N2 W3 ]46 515 Am T22 0u 41. 0m 09.6 US AM 8m 60.7 N] 78N 102 721 111A BR- RI BTA BIB TeA T21 N.1 805 84] 7T1 T46 593 B0.] 7Z1 T0.1 68B N.0 721 BSA78N101.0eM INA 509 N.2 081 89.4 567 72.2 9N 4 78*211 676 OXI 8N 70.4 W7 Mt BM NA 556 W.5 6M WA /2.1 Bel UA MI >0.f 6N SI.] 6JB 31.0 AN 50.6 4N WN 848 5f4 B]A 4W $4.6 514 57.3 4N 47.0 AM 5M NA 4M J45 S1/ /0.5 427 N.9 514 37A 421 2]A 514 MA 412 23.5 614 MA 406 20.8 514 N.0 103 SO 342 452 MI 4N 4S2 432 47A NO 38.7 ]SB 452 ]4{ ]M ]0.1 {52 J20 3T4 1I.1 l52 ]O.] ]13 23A 452 28.0 S85 19A 452 242 3W 16.9 IA MA Am INN M.t 331 ]OA ]22 31.7 35i 121 SI] 2/2 ae SSl 2S2 A. 21.1 957 22.] W3 ifl0 35T 20.8 209 168 J37 140 A3 1IS 357 142 28] 11A 35] 16A 263 111N 35.1 338 ]S.8 300 28.2 330 W,1 S01 35.0 ril 292 195WA2T8125M 14a 2732B9 20.2 203 2S1 289 217 2M 10.8 1TA 1M 14f 252 15.4 2W 18A NB ISB 2W 14A 2/8 11.8 2O9 12.6 21O D.B 2O0 1fA TSB 4T 2N IOA 232 AnchorCJpacity Table(Bte) euMlmis 27e Cmmtle S5k-. Ilion Wb M. DMU PT Wpc4 Mel! Arr2uTCD Paf ma YIY EIcoUMcm tN'EIcp UVacon vlY Dca � 11Y Dco lJhocon UY Elc9UMcm VI•ee Dm AO9O- AIW Flcp U.... N'B3 FJoe A0D.- ellabet 8mevr(O5I I'2-IIY 1' 2-VY }IIY 1'AIR• r 2-Yr r11ra• r w 0.2{'- -4- 14rP !;El T 1-1/4' 1-IlC 1-11Y 141P 1AIP faro• r 15' ffl& D ]99 Wa ]W ob 1W 0n eW IM iN4Op 220b4 1WIMT190aW59n We 4 AncIwn 401.IY69R O.C./SWQN tlp(FIp.2): /900s 700. WA WA WA WA SWIM WA WA WA WA WA B52 R9 "Of iin. 4 MCMb®3'MN.O.C. /(O tAMpe Cap (R0.3): 78010e TW Oa fieO Ro 1SWOn 1- N01M 6W 9n WA 7WR] ... NO b7 2381M 8521M NO be 11"M 3Mc%¢e®O.45'Mirt O.C./UCOp,NICVB•AMm,ff19.4T WA WA WA WA WA WA WA WA WA WA WA WA WA WA 10]40n I Mtl,tt/Falpffro. SD IBS be 10lIM 2ri9n NSIM 6]21M 1]5mf INBe 11]9a ]10 ba iM An ])2 U» 1. 6. IW IM 210R9 2W IM 2--abl.fY MN.0.4/F�pDTD-BI A. SWIM WA WA WA WA 1WIm WA WA WA WA 1 WA MARa RO®e 6W Dv FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 5: FIGURE 6: i ff • TABLE NOTES ANCHOR- ADJUSTMENT FORMULA (OP,e) X (ANCHOR CAP.,a„••,\ =ANCHOR CAP.,,, MULLION CAP.,e,::) UBE THIS FORMULATO OBTAIN THE •ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OFTHE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18.20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 3D1 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 490. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .126- THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL • 0 `��`QNy LYNN M/('GG * ' No. 68705'* S T�IJF f •TC RS,�.��G`2 0. L1TilN MILLIEE. 0 Y 0 4 TAR[ F RA Mulllon C9paclly Table (lbelll3) Opening Width (torYaNcal"aMn9 rNflow) or Opening Height (for lnd3onlaW.Opomir g rt Lfow) BON TON BON BON Nih INI,, Solo SWNg.""'M."Rwl It4 A.126 lman2 WW7 TIWMa . 1A."q• R,WVU, 1m2, TNprdang Rrctengdar Tafel IS. PStn W., LB,§gq'gLoa?cB T Plr ,. IS-Olx T,apTtep. Ra1nn9W1 Lwena Trap idanp. Loadn9 W.1 RgWa o L-ty Muhlnbe$2gai!85�S� li $La+6n.tv'.v gLoaen9l${$ 1 r7 11��1.11 71E���3�1STd1.1allH111 111 $IA_'' I gw.e,,, ir III I111111 ll 111 RN 33 IWA TR INA 478 11OA OBB ITS. 600 Ue. UT INA 51B INA 1118 170A 521 RO.O 1240 Noo MI R0.0 14W 170.0 US Itl.S 1/89 1TC.0 US 121A 1139 USA US IB In 24 IWA WO ... SM . .. .. I= 6]0 IA.O I,T] 1]40 M ITS. 1.1 17.1 IS IWl 1MJ I]0.0 6M IJOI NO UO.O MO III.] I= 1T0.0 BM B7.T 1]00 V0.0 BM W.MSin 1]0.0 lR IT0.0 WJ IN. e9B R0.0 BJf 1M0 W. 110.0 Bat SAD 11h Ii0.0 TlJ IM.1 I2v 170.0 ]R IwA 1135 170.0 ]W 11T.1 INS R0.0 TM IWA 1235 1)O.0 )M are V. 110.0 TM MN 1]0.0 ]BT 1]0.0 812 110.0 BW 1]0.0 Mt 1140 1118 I10.0 7M IM./ 113E R0.0 BW 1]T.x IIM 170.0 5J] IT]A ISM f}0.0 eW 103.9 11W IT0.0 BSI 02 1158 IW.O MI )/l 11M 110.0 MI WN R0.0 RBS 170.0 701 1M.7 IM2 1140 Ter 1419 1012 161.1 02 IMA IN2 10.7 815 Sill 1012 IJB.e MI %W.e 1012 D02 T91 41A iN2 IMl iB2 )fe 1N2 1211 TSe3 625 1012 W.I. )M MN 110.0 9]0 1140 715 1S1.2 BB2 I818 Ble 120.8 992[27.6 T99 I13A 993 131.0 783 IOD.e 993 121A 7M 947 B92 IN.9 TM 75.8 893 fOBA 715 M.8 992 1MA To 647 B9l 1030 TM MN ISl./ 8R IT40 789 1]7.8 N7 I480 iM 1141 BIT TM IN.1 NI It7.T 752 91.9 941 f00.T Tle et.T N) 1022 T11 6e9 BR h.l TI] M.1 NT N.0 i11 61.T BR NA )11 TIN 11t9 BIB 112.T ]3) itl.2 M9 121.5 723 R.0 M9 TOB M.B M9 Be./ BBB T46 MB M.i 6W R.B MO 82T M! 6G8 NO 14J M9 IB.S So R6 853 /26 9/9 12A M1 - TOM I16.5 T62 120.) 6M 93.J Tel IMS 652 .2.5 T62 810 T22 742 60.9 Me ell T62 74.2 820 67.0 T63 692 61J 18.f 762 QA 602 41.3 T82 $9.9 ON US 1M 59.4 MS TBN IOB.e ]24 II1A 6H 810 )21 Bt6 US T81 ]24 609 bie 72I )U 699 J9A 7U 641 Mi SSI T2/ 6JA 6M 4. 724 6T.3 573 Jet 724 Sell BR J14 T24 WA 663 B01n 894 613 11.5 493 68.0 M] 60.T 474 411 M1 4W 4. MS IM 49 MA 61J 42A 452 US 613 3U 4/0 28.0 W MA R8 VA M] =1 4w 21.7 So W.T RB BBN S7.] RO MA IR R.B RO 19.T I1B 10.9 Il8 t12 SSe6 RSe J43 108 )IA 17e ]I.e 4W 21) RB ]3A US 3].B 4iB h.1 Jab A} Re 23A JBO RA RSe N3 Re MISS IO.J 3TT 41.1 Mf N.S 37I J1.8 J33 2e.e JiT ]30 283 3Tl 28.6 ]26 2]A 3_ 2A0 J31 20.1 S77 xt.o SIT 18.9 Si) iB.O 810 f1.1 8n 121 ]01 1f1N JT.1 SST S7A J21 ]OA ]57 31.6 316 2Bl 357 313 212 J1/ NA 309 MA 33T 220 30! 1.5 TIT 20.1 301 M4 JR ITA 2M 12TN 29l ]OB 29.e 219 N.6 003 25.1 274 W. ]OB W 2]0 113 NO 1. 2R IS. ]OB 17.] ?W 141. 17A 212 ITS II98 A9chorC.pully T6bla ([be) 6e-1S 27t Concnla 16k Cone HM.wu RIwwU PTMW MCUI AndIBrC9p PalNrts MNalType' JllrDea UMem1 VY D<B UBecml SIIr Fha Uy� 3nr Dw Wxw Vf Dw Utnwn VI'63 FJco gwroOalBr 61 V2'. 1101wn 114'SSEM AggeGtlu SIOSIed So_(W)S_(GS) 312Strd II2SNd S_(Gs) fd2e 0{lenca Onk 1' 24W V 2.10 Mir 1' 2.1/Y' 1' R4Q' T J-Vr 2' OAV 4M• ol3P Emeatrnwl Bnt I3V ISV I4V i3r r 1-11C 1NI' 1-114' 1414• 1-W' 1-114' 2' 1418• !ST O,-eno184( 2MWn ®4.76'M4 O.C.I6TmNmd Olp pT41ar2): 3WM ]90M 40Seoa 89OW le" Am 270M 2WIM V541h 740M NOM BMIM 1152M 3201. 420103 MUM 4Aw8aa ®22S74n.O.G l Slendard Cep(Fip. J NoM TWIN SeWM 1410M M2M WA 6WIM WA WOM WA eWM WA MISS, MO Tel U20M SA Am Q IAT Ile. 0A/ 6tmmrd Mp(FIS.4 NO 1ST 14 M NA WA WA WA TOO On WA NIA WA WA WA 1304m3 INOW 2240" 4 Arch 0WI O.C./ R) 2a6 MIS OiN(RB.6 TW IM iWM SW Na 17WM MISS ft MOM 6WM 70310f 1480Ih 9JBM 1328M 23MM 852M MO IM 1120M BMchma®9`Mn O.G./Tllz•6Mye 12Iq (Fly. Gk I1TOM 1170M IOL7M M40M 28NM 810M MOM WA 1140M UNITS 13MM UISW 978IS, 12601h tWOM I MCOm®0.45 MA O.O I UCOp. No Vr NuTL(ME9-Tk WA WA WA WA WA WA WA WA WA WA WA WA WA WA 102M 2Anc5ma®225• W00.G1_p t"O. B): SWM SWM 2WM 7M8n RBM WA 2WIM WA 816M OM 4WIM OM 32BIh 420W8 WOIes / AR0ws9 /.16'HN O.CI F. p(Fla. Bk 480M 1WM WA WA WA WA WO WA WA WA WA 8521M MOM limOo n c run I ne urrae 1 our, we me alone Jwunun rnI I enn Arvu nnunun vnLuts P3 Ine; FIGURE I: FIGURES FIGURES: FGURE4: FIGURES: FIGURE9: FIGURE 6: FIGURE B: FIGURE 7. IS . ANGLE CLIP (FIGURES 60) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP.) X \/ ANLICHOR MULON CAP.,o,aa USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUALPRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. TT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. IUAnu uLw. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANO/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. - _T 1'X4•X.125. MULLION Hl No. 5B705 STA 01, 1,5/ONAb 11 A LYRIN MI IL�.�R, P.E. FL P.E.9 SB705 TABLE 7A MWnon Capacity Tablo m•ma OF enin8 Width(for wrUwry-spmWM muOAfls) or Opening He(ght Oorhollzarda9y-sparring m1Plors) 60N BOF TON BON BON IOON 1 1.1. IIOF I.b 1X{a.S7fi AhaI Paele sear lladn➢ hWrllen¢ L9+d00 Rrcta0.0aW luadiq 7JaprBlelp. ImdF➢ RecNw9 loadre UIVM". Londre IUI.g Ia L9adre n89R-0- la•dnp Redus- l6edn0 TeyJMa l6ednp Radmryiar L9aM➢ T,.or. ®. Lcedre aeetmpdv Ladre nIp/lden¢ L9ed. IbcNnlular LcedO➢ TwPTdan➢. U.a R«tenpdar LO g T.Prrle . wd'a 'T�Tdb• Tist, O� N N 11 5� FNN"I'd 11 ��& rMDlllon8 N I 42N RCA INS 170.0 435 BOA 741 170.0 B8 1704 Sm D0.0 5OO 170.0 992 ITOA 519 170.0 1116 170.0 ON 1704 INS 170.0 ON 170.0 14m 170.0 WI 00.0 1735 I10.0 .1 NO.. IBU t10.0 .21 40N 170.. 700 170.0 624 170.0 050 17D.0 6N 170.0 992 170.0 6m IT0.0 IU3 170.0 01 17MO 12M 170.0 W7 170.0 1417 170.0 60 1/0.0 11. !70.. WO 170.0 196T 170.0 0m ZA 2024 170.0 680 m.W5N 170.0 747 IN.O m3 170.0 On I7U U1 170.0 1N0 170.0 6N 170.0 I19S IM NIS 17U INS 170.0 NY HOA 14H 170.0 7m IMO 170 Im. rm Iwo 1919 170.0 IN 100.6 1019 1N.D 7m SIN 170.0 .1 INA U2 I- 9m 170A Ut 17MO 1116 VIA 7S1 170.0 INS 110.0 INS IMO t4N 170.0 ON I70A tON 170.0 1m Ing 17W 170.0 m1 13i.1 1791 iJOA Sol I20.o 1M9 1MA ml min 110.0 1U 1... 7.1 "1 1m 1NA iN NO.O I- uOA .7. No. UN 1T0.0 B41 110A 1- 1111 "1 M.S. 1.11 IT0.0 IOU IN.O 1.9 170.o 10U 111.0 1618 I10.0 I= $71 1So 170A Im3 SlN 17U 930 170.0 745 170.0 Ille Im.0 ON IN.O IN2 I10.0 94o I10.0 Nm I10.0 1015 Im.1 1542 Im.0 ford 111A - '0.0 11N 117.E 1612 1115 11m m0.i 1.2 tort 1157 .1 1542 167.9 111? ,B 68h 11Q0 .4 1N.0 7B9 INA Ill. 110.b BU 170.0 f384 IMO 1002 "OS 1472 IT0.0 tOm 112E 11T2 In. 1141 INA 1172 11.1 II30 I.7.1 11n INA 1100 91A 14T2 Ill f101 BOA 141 :11" 1104 72F 170.0 1063 170.0 $78 170.0 INS 170.0 1009 150.8 I= I612 II01 Inn 13" 1491 1082 1BA 1]20 137A I= 105A U70 1210 1a49 no I= 117.0 fON 75.4 IUO 112A f013 MO NO 112.5 1012 mh 1N.0 11. NO.. W1 111. 11.4 10.4 1013 1282 1104 1329 994 1122 1114 125.7 078 99.7 1184 115.3 984 818 1184 107.E 952 74.0 1184 97.9 9M .4.1 1114 611 9N MI 11" 923 05 7819 I10.I 1124 t7O.O Wr 130.4 1124 IBA 98S IMS II24 1210 947 1018 IIN 115.6 hl = 1121 IOSA WO 810 1124 98A 901 0..2 IIN no 1B0 692 1124 64A 061 $1.9 IIN S12 ore wh IDai 014 11. MO W.1 114 - - - 8U 21 Y44 M 1M 713 712 Ml 1N B65 7. 61A .4/ MA 6U 45.0 844 U2 118 S. .4 60.0 6m a. 1M 41.1 662 Do WI 742 M6 6U 71.2 IQ N3 6U 811 742 0' .11 m.7 712 69A 851 49.5 742 64.1 622 - IQ 49A 614 37.1 N2 432 B00 31A 142 ]0.8 390 9A 742 37.6 6N 1081. 020 6m SIX m0 S2.1 Cm 63.1 521 44.7 608 /e.e 513 .1 5M 41.4 605 St. 6m 31.1 491 3I.3 Sm N. 4B2 ?0.1 686 AA 11I 223 6m 2&0 413 1d5 Sm 24.1 4m 11tb ST'S 655 SBA SW 48A MS ba5 195 41J! 555 4. IV XO 555 no 4B0 ]3.0 MS 3L2 473 2A1 5M 31.3 4m 24.0 555 2I.I 4B 20A 655 2l3 N8 18.0 SM 221 112 M. 1d8 NS SSA 4U N.0 4i! SBA IN 32A 173 117 420 ma B5 RA 4N N.S 41! 26B 409 i3.1 41! NA 401 19.0 415 21.1 395 I8.] 4i5 10.T 3N 14.3 475 122 XI 114N 26A UO 2d.i 30S 22A U0 224 i01 11.9 U0 1" 2B7 IS.8 I US 17A V3 TABLE 7B Anchor Capacity Tablo Obs) SUDSln1e: 2]k Canmle 3.m Caw. IFOw9CMU I FXSd WU PTWood Meb1 AJcfBI Glp PeOents Mcharyp.: wIVElcouOacm 1/1•Bc0 UU.So U1r El.y16'eeo Uvam UlMcan 114'UcO UbecU 1H'SS Deo Ag9reCEa y1r Dc1 UUecm ll/.68 MI. AopCGala 01061ee1 Scrow(Gfi) 612s.d 6orew(05) 012. 8-­ 1. _ 2-112' I. Ni/2' a -Ur 1' 24W 1' 2-tor r 311w r O.br 0.N' 0.S'N' Emxmlau 9n' 1 v me I3v WIr r I-114' 1-Vr 1.114' 1-llb• 141V MIV r IS/' tilt (ss•nd") 2Mdwn ®4.16'MOL O.C./SmndaN aPIFI¢ Iwn 390M 3WIM 450M ONM 1644M NOW Mlos SAM 7401M 4681bs Wft 1102M mm 420M MOM PANon 62.2V WIL 0.W 61.d Clip fig. 3): 700M 700M 680M 1410M ONIbs NA SBOM WA 630M WA 0SOM WA M2F5 I M 1120M S"G0 L15. tft O.C. 1BWidad Clip (Flo. 4) 960M 1400M WA NA WA WA 760M WA WA WA WA WA 13041bs room! 2NOM 4AncBas �3'fAn 0.C.f (!)36Mge O�ps 07¢Sy 790M 760M IMW 17MM UmM ROM 560M 70. 14mM m. 1320ms MIA 02M B/D bs 1120M SA1c0a GTMr.=IP)_A`-ups(11g. 8) I110M 1170M I=. O.M 28NM .1.M MOM WA 1140M 14NM N20M 3546M 970M 1260M IfieOM 4Mchon@ 4SM. O.C.T 1p,Woll8 m.(R¢r): WA WA WA WA WA WA WA WA WA WA WA WA NA WA 14]2M 2Aahae�228'MIn.O.C./FGIp (Fl¢8)' 00 NIS 3501bs MI UWM 29oM 70511n 476M WA 280M WA 315M OM 4401b0 Olb 02810a 420M mOM 4M MN. O.C. 1 F4Up6T4 a7 70DM WA WA N'A WA MOM WA WA WA WA WA SS210r 810M 1120M ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP-) %(ANCHOR CAP.,-,,,,, CAP.,:,„,) -ANCHOR CAP.,. MULLION USE THIS FORMULATO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER TRAM THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. FIGURE I: FIGURET FIGURES FIGURE 4: FIGURES: FIGURES: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION • • � • • • • • • U.• • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE S FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 586) MUST BE USED IN PARTS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 31 MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 080. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6083-T5ANDBEAMINNMUM OF.125-THICK. STEEL STUDS TO BE AMINIMUM GRADE 33 AND.045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST.I2S THICKAND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. I, r �`aoNY IYNN l� 77 �7 *' No. 58705 '* STA E F `t6/ A. LS'NNrMIL.0 P.E. FL P.E.Q 58705 A .t V I TART E AB Mallon CepatI Teblo e"o Opening Width OcrwNcaOy-spelNlgrmAors) or Opening Height goi hodecrdey-spawn g nv iora) SON BON TON BOin 90N IOON IN. 140N lob 1.26" x 3.188" 1N91ea09M loa6n9 TePRMnO. Lv+daB RectenptlN Lovdne TrapTialq, lwdm9 Po9Lzn9aWr Lmd1q TaprtSanO Lmdn9 RmtenpAM loadrp nsylNenB. IOedn9 PolNn9Aar Loemlq TreTrid9n0. leadnB Ra<lapulM Lmdry TapBlm0. Lmdlp ReaYlNWar Lmdlp Traplydan0. l¢adn9 RwlanOula LwdnO Tra7JidelN. Lvadne Re<MmNr LwdoB TreplRlenO. Lmdlq R Tube Mug pp qq �hh' 8g5 §§yy �- p pgbp g�3 0 $ qy8 d qgg gpd �' d {g' §8p g GAS � �' y ppd �' g$ @a5 p 5� g7 y ggd ` fig• b �' .�q• bgg 5g 86y B tT� R5' �' gg ydp g• k$ d@§ g$$' a y5p �' !2N IN`* ON till 11 1ro.0 7Q I]0.0 1ID MO So 170.0 We Imo M a0.9 510 INA 1116 IT0.0 531 .1 1ro.1 .1 IrO.I 11W V0.0 621 Iro.O 11]5 aDD .1151A fT69 110.0 62i /BN 110.0 ].1 1... .1 tto.o 850 I- SH IN.. So I70.0 630 Iro.O 1133 a0A .1 IN.. 1215 I108 SIT 170.0 HN Iro.O ISO 134.a 1540 170.0 M 1m.0 Ime f]0.0 660 118.1 IM 170.0 11 WMI In 170A 747 INA Set IM.O So ITOA 631 INA two 170.0 ON 1".0 11. U... TM 17o.0 lots 110.0 747 INA Ilea 170.0 ]SS N9.2 140 1/a0 7% 119.3 IM 170.0 ]So INA 1168 170.0 756 .1. Iml .1 In.0 III Iro.O 9. In. Sol I.. it,. a.S 7. 1]0.0 DID IN.. 803 NiA itrd INA .7 title 137. I"o US W.3 I- IN.. .1 1... 13M 170.0 111 Oil ON V0.0 MI wt. 170.0 a s 1704 T01 Iim No 170A 7" 15e.9 .... 1To.. 878 lao I158 16T.1 00 121.6 HIS INN 919 t11.2 1168 150A 912 92.] 7156 144.0 OOS NA It. 144A BOS 61.1 11. 141. BPa 6]Ie 170.0 M 170.0 745 IMI IMI 170A 5% I372 Not 155.9 eel[412 1051 142.0 ae lost 132.3 e]7 W.1 1051 125.7 a30 60.1 1051 IN., 522 858 NOI 119.1 e21 80.. 1.1 119.1 wt 68N 1e7.1 93T 1ro8 T89 139J BS] 13fA e0s 119.4 11 13l.0 190 81i t31A T/1 95T 112e ]8T ll6 Ba 100.8 ]59 60.8 051 100.0 750 59.T 83] B80 11e 522 93] 919 ]aB 12N I., SO, 135.2 See W]J ea 'I- IN 91.9 M 101.3 St. ow BIA So ON Bll I. M.4 ON IS. M We 5W T2] BA IS.. ON e9.9 5H !02 6D1 We 636 ]B In IKI 7R 11 .1 670 .1.2 In 012 fill rot 722 e13 608 722 1., 69. - N.3 M tit.] M 615 5W 45A = $9.5 NO 39.1 M Sell US 51.2 in 682 6B1 M 78W 1012 US 105.E US e!A 6.5 0.8 50 M3 US 7U OP M 70.5 US [211.2 00 64.5 ON III No WI M Q.2 No 541 M 30.2 US 5fA 59 31.6 US 60.7 W6 BON WS 515 US !Sl "1 115 ST.S 449 lTA 515 Wt 441 515 N.T n4 Sit 40.6 ne 3l0 615 37.4 422 2].5 $15 "A 413 23A 515 30A 40r 20A 515 281 !01 OBN 61.3 453 We I01 41.1 153 I11 .1 388 461 41.0 391 453 MA US 4M 33.0 370 27.2 4M30A 3N 22.6 453 NA 366 19.4 M 21J US 17.0 453 =9loot 36.1 360 39.0 n3 31.8 350 32B 318 3T.2 358 28.4 313 M M2 M 3M 227 IN 19.1 3N 20.5 390 16.9 369 0.0 29] 111N SL1 318 SSA ]08 i9.] ]]8 W.1 ]012f.1 338 241 20T 220 Sb M.2 M] 33e T0.9 20B U.S 3]0 10.1 295 I". VA 290 2aJ 26/ ri2 280 ri5 2W 189 2B0 2l6 23e 1TA 290 182 M lie 290 fe.4 242 1441e 181 AI toJ lee 1 TABLE RB Anchor Capacity Table (me) Sut¢lat¢ 27a Canuete 1631:mo. R o00x CMU FI WU PT Wevd MtlM Anr3WrCip P89Bnn Ar�cOar Type: 3/18'.1. WL tM'Ill. glrawn EN9 511MC rocm 9116'Ell. NBwon g1'EI[oUInaM1 llP SS ENo ApOreGatar SIIB'Eho Unrxm 1N'68 Eko AoOroGetm "cab. SamvlG51 -0111 Screw1G51 612E" Bvew1G51 Etlgv gzlawa pn] T 2-VI' 1' b112' }17P 1' bt? 2' S.- 2' a4S' Q61• 0.3M' Em%49eM Mk 1JlP 1SI1 1JIC• T 1-V!' 1-VI• 1-W' 1-W t-1fP 1-YP z lyP 1JI8' feel rMee) 2Arcnan ®I.]5.4h O.alSMneud Cnp(F411 390 R¢ Not. 160 Wn BW Ib I891W 2]O Sa 2BONz 30110e r10 Ro 468IOe ON 11B2Ne -1. 4P Ne SeOW I Am6an®1.10'f1N o.a 161—.1(11c. 21 IeO Na Toll Bn WA WA WA WA 30DISv WA WA WA WA 6521ts BlOM 11201N e-- TMNQO.IN1LSAm1e C11p1118.3� ]solo¢ NOMQ I.. 16600e INS 1. 690 Ra 69)M WA )60Ib -be B60 Se 2­ 652- 610 Wa "NO.4Aw1 glo,45' MIAO.afU MW,,VS'A1e (F1B4t WA WA WA WA WA WA WA WA WA WA WA WA WA WA lmme '_fF-mft6T I—185M MU 4.1M 572me 1J5Ra 149 Wz 1)7M 3]Olm Milts 3R IDS fill. 163W 21a 10e 2 AncMt a1. MN a.G 11-1(Pa _er 2401b 97M WA WA WA WA IBOIpe WA WA WA WA WA 3ID St C60M ANCHOR CAPACITY ADJUSTMENT FORMULA. (DR-) X ( MULLION ANCHOR CAP..,",,,,,\ =ANCHOR CAP.., USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORT14E OPENING, WHEN IT IS LOWERTHAN THE MUWON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. Flmido ..,=. r..r. ,,,=.err==, .. =,r.=o."r,=.,ncnvn rnl r=nrvwwrva4.rvn vrLLuw ru lnc alwvuiwr wr. Aaccpiewnm NO� � 1S.O6 FIGURE I: FIGURE 2: TABLE NOTES: O SEE SHEET FOR SEE 24 INSTRUCTIONS ONUSINGINSTALLATION METHODAND S. 2) FOR INFORMATION N P aCanlro ON LOADING. SEE SHEETS 2-0 FOR GENERAL MSTALLATION METHODS. L511 I I I f If f 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE FIGURES: \`+t•0 "••""••RYAA-' Fe �1ANGLE 3)MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE 3.188" `ya'`:'VCENgE '•:•ry ��� CLIP MUST SHEETS I - - HOLE. TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL F E.TRICTl..S �, •'. BE USED SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. - Na. 50705 265' / IN PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND FIGUREC FIGURE 5: FIGURES: GROUT- FILLED CONCRETE BLOCK UNIT(CMU) SHALL CONFORM TO ASTM P80. WOOD SHALL 1. 1� 1P..(O Ii � W� BEPRESSURE-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE T i�0 '. STAT 0 • 6063-TSANDBEAMINNIUM OF.125'THICK. STEEL STUDS TO BEA MINIMUM GRADE 33AND "C ••. F(ORIOP. G.; �� GAUGE). STRU • ANCHORS INTO METAL SHALL EXTEND ATEELEAST 3 SCREW TTHREADS BCEYOND THE MATERIAL 725' � 7r4' VF MULLION) pN/ONA'- RALSTLTO EAT CTUM. HE IF1 A LYNtS MIL.16 P.E. FL P.E.g 58705 MulllOn Ca a0 Table fUle Opening Width (lor]e15ceVy-spaMlg mU9om) orOpening Height (for hadlcfiall,spaMlg nWllom) SON 60N lob BON Wh 100N Min HON teN 2x4x.25 RColmiWm Wa6ry T,."Td- 1aa01y RgdmeUer LNNq Tprrdary. w.g Racwq• WW, TpTderip. W&V Rxtm•ls LWOrt9 Tre;4DI- LmdaO RalanBulrt loafing Tpidaep. I Jeo FrcNrp.Ovr 1-11 Tmpfdmq. I-JbS Rcclan0tlar I.MB Drprrdmq. 1c1,g pe..9uer heft TniJTdmg Lcedlp ROctvnwMr 1-11 lF1D/fduiy 1-11 a61ull onb0 a8 g�3 ®" 5g, 32aa A gg$ 5£ a�oX r z• 5g .% 5�y `y$�p' S�9 aoaa€ $$� 5g ,ryap $�$�h5 2@ y§� L53 1yn$ a AS• tF F$ `7gn7' gpr $�$ Fu uS A• g�gi Fu ny g3� a gEp•g `1g�Q' sg qp �. `y�yy' yp IMA BM 17A0 NS (M.0 TN IMp IM S- NO IMA e6 170.0 9% 1]0A 619 [171A 111. 1TA0 41 1210 E0.0 .1 1TA0 1190 IMO 41 AMA 1T35 11- SSI ST.. to. NOD 321 M.a 108 170.0 4/ iM.O ISO 170.0 564 170.0 84 IM.O 6M 170.0 11.3 IUD "1 12M 170.0 %T 1111 IM.O 6e WILD Ife I7A0 fie 170.0 103 170.0 fie IM1]14% 4.45N iMA IR IT0.0 SW 110.0 690 I]0.0 631 110.0 IOK 170.0 68/ 1]0.0 SIBS fTO.a 123 iW! II0.0 JN 119/ 110.0 TSs IT0.0 fTN 1TA0 758 170.0 2092 IM.O TSB IT0.0 2391 1M.0 NN ODO 797 1]AO 812 170.0 9e 17. 691 EOA 111. t10D 7N 1]0.0 1- ITO.O aM HSI IUD 4T ISN 1710 ow IMIS 19D 17CO Mi 170.0 2MI tM.O ell 170.0 25SA OOA6oN 1T0.0 865 f]QO i01 f]0.0 1081 1T0.0 7% IT0.0 124D I70.0 BIB I]0.0 1117 E0.0 911 159/ IT60 B96 [170.0 tEi N0.0 103) 170.0 EM 170.0 106T 170.0 2179 110.0 tab] laO.B ?Bel IT0.0 63N IND eM OOD 745 170.0 I116 170.0 fie 170.0 D4 170.0 BM 170D "S. 170.0 11115 IUD 187] 170.0 1076 1No 170.0 11E VOD E]1 170.0 Ile 166.7 2553 170.0 SIM 146.8 2553 ODD Mh 170.0 %4 ODD Na 170.0 1169 170.0 9% fMO ISM Me 11% 1MA INS In. Mel 17. ST. I- SIN INB IMO1211 ITOA 2Sla 1)Aa IES 151.0 IN7 IMO 1266 1328 2437 CIOD 72N ITAO M6a EOD 878 ODO IES 170.0 10e 110.0 14N IMO 1125 1MD 1M0 17A0 1- I7. 191a 11. MIS .125 ITQO 1]% 1456 21W 110.0 f1aB 1218 21M 170.0 ISM 10A2 2IW 170.0 6N 1M.0 it= 170.0 01 170.0 INS 170.0 Me IRO 15M 170.0 1209 170A 1704 IUD I= 10.1 IBe IND 1421 1M0 1I0.0 ISM IE.B IB60 161.6 1SN IM.1 IBe INA I- - SON I- T8N 1]Aa 111. 1]OD ON I"A 13al 17.0 Ill. AMA .... 170.0 ON IMA IN2 17M I]4 1527 INS STU 14H IE.4 tell I6S1 i5M 111.5 lelt NT.3 fAM B03 1.1 1- 1.9 4S9 tell 137.a BON 17a.0 13E :M0 11N 149.1 ISM I5A0 I21. AEA 13. 130.0 I19a iflx 1398 121D ISM 09.4 13% f102 Ito 0.5 ISIS 1U1.6 1141 TA5 Ia. 09A ifE 8]A I- S2.J 1105 SSD 1]98 lBA ID98 BBN ogo1=9 fE.3 tOM 105A 12M 11t2 1061 %. IM 9a9Id/11S12M0.6I M7A]OM02A1W8 a,. 1- l22 89] MT I= 65.8 %1 1At 12M 4.1 O4 AWN 1] elD %I No a4 I4Ae71 IT.2 N9.%1 68A D]] 4A %1 SIA aM SL8 BTI SBA S15 N.I 871 19.0 ]98 E.0 Bit 11.0 742 ]2.1 97f 10.0 M. *4� JS iAe BIB a12 S19 6At BIB M.e 806 68. %B Me 1N SAD 919 SB.l IN IT.1 B19 SIA 774 34l BIB NA 756 N.1 ISO e.2 712 ffia BiB E.1IMN aMe1e SS.4 89!B t1.4 %7 37.7 Mel 40.5 Me V.5 Tel WD 653 27.0 Tel 31A NI 2Aa Meelt141N fD1 SAt 6N S7.0 499 S12 NB ]fA 49I ED W6 2A2 IBS 21.] SN 2SA IM 2I.a EN 228 tTl Sam 610 IM IN U. 5/6 173 IN I31 SIB I6.6 NB Anchor Capacity Table (the) 6ubVm¢ 2w LmcmN ]Ax Conc. H4-RAU Fdkdrl]U IS- Netal prclnrCBp Pa081re MUxrTM¢ ]118'EMo gtrecm 114'FlcO Lttrewn an, EIm llVacan Yt6'Me UWecon 1/1•Elro I2Ve[m I/4'S3 Fke Ag -- Y10'Elw -- 114'SSEAp ApPe- •IO StaH -(GS) 112WW D-IoS) •12SI0 M-(GI) EOpe gnencO Qn): 1' 2-VY 1' 2-Im yge' 1' 2-- 1' 2•I/2' T }Ile' T IS- G51' O.UV EmeldvW Onk ASV' fil4- 1dH' /3'4' 2' 1-III' 1.01' 1-VI' 1.1/Y I -IN' 1.11t' 2' id•' MW (eeerale4) 2Mdwm 0$1.75'1IIn.QGIBrmtleN tllD (Fly lortk 3MM - M M BNM EOM MOM aW De TI M ENM SIN. Me. 4M IOa Na. 4 Ab8-Q2AW Mi.. O.G/ SWded Clip aft. 3k 740M 740M - 11elM 1421M WA ew!M NA .1M WA Be le WA 02M 4eM 1120M 6 MNan 01.71'Min. O.G/Sta-ml Clip IFW. 4k Mae Owl Twon INS. NA WA M5M WA 799M WA WA WA %OM 1MOM I.e. t McSve®SMIn QG/f2/3sMBe CDp IFTQ. sk 7eM l fielM IS601bn Iel6M NO a90M WA MOM 9bM aelM E01 be -i. NOM 1120M 6MdNa ®]'MR O.G/t212•SAriye COpV (Fb.4): 11MM 117- fOMM MIDM MIIM 810 MOM WA 1140M SAWN I3•MM SN6M 8781Oe I- 1630M SMclmn® i.11'60AOF.IIfQA Wo 1/B'Num IRO>): WA WA WA WA WA WA WA WA WA WA WA WA WA WA %{ 8Anc0an�0.64'SW O.C./ UCIID. We IfOr M.(Fla. 0. WA WA WA WA WA WA NA WA WA WA WA WA WA WA 214 IW 2AIro8ma Q92A8'eA O.C./FSAp lF10•Bk aM lw aMM 315On ]OM 1 712M 1 Moot WA Moab, WA Mae WA 326M Mr, ta.@ ]MNeo®1.11'Wn.O.G lFfllp (Rp.10 None ]elb a.M 7eM 1 .... 1EOM 2eM 1 WA I W.M I I60M IIDM 114M ]MM M. %at. UCIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 21. ANCHORCAPACITYADJUSTMENT FORMULA: (DR-) X \ ANCLLION R HOCAP.,g..,_.� _ANCHOR CAP.- MUCAP.,e„v, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN 1T IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. TABLE NOTES: 2.000' �,....,....--_..... 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. GEE SHEETS 2-4 FOR � N GENERAL INSTALLATION METHODS. ` `a'���•'VCENa, FIGURES: FIGURES: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ` �•' iC' • • • • • .250' 4.000' No.705 IN3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 1&20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE • LOCATIONS. (J )s 13 STA EO y0/ FIGURE 7: FIGURE& FIGURES: FIGURE IO: ANGLE CLIP 4)SUBSTRATES: CONCRETE SFWLL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT '�'C�'•. F(ORWP••'�j��` .�. MUST PINE WITHAN INS OF 0.55. BE USERES D (ALUMINUMSHALL BE 60&&TS AND BEAMINIMUM OF.B126'TH PRESSURE-TREATED SK STEELSTUOS TOLBEAMWIMOW SOUTHERN MNORADE 33 AND 04S THICK (18 2'XI'X25'MULUON '77iS,S�O`NAI 1L ,�� W PAIRS. GAUGE).M UCTURAL STEEL TO BEAT LEAST.125'THICK AND A36. ALL ANCHORS INTO(FIGU METAL SHALL EXTEND AT LFA3T35CREW A. LYNN tdILLER, P.E. m Ill THREADS BEYOND THE MATERIAL FL P.E.9 58705 ii'j M.M.. Capacity Tabld Ibalhr Oponing Width (IorwilitaOrapat7i70NU20m)or Opening Haight (for h9rirolialy aparrilg IrMion9) Win Wt. 701. $01. 9DF 100E 1NF I/OF IWF 2%6%R6 Rwlmyler Ina5e9 Tepl7dn. Loadn9 Recka.g laa6ny TrapTdeag. Imdv9 RL.&IIar lmdOV TeplTdmO- 10eM2 Ra.cnIn LosBp9 TrepRdaiq. loef09 RacUnp0lr loa6ep 7)apTlmp. loe5ip fbcNnpaOu loadny TYpr7danp. lmGnp PWtm9dar InaLq TrepfTAmly. lAadnp Itaclancda LoaMp TrapR4m0 Laadn9 ReGm9Wa laadllp TNp/Meny lee4ry Alu,Tube • hlu0lon K a uF,. '$ag. b� g R G ..$,. B� be b� "1 G "$3 ii� b! 8 $$�l a� b� €'all B�.�. 5 h a ci a O� O U a it.S r b�+ III a �� v z• �� O� a O r i) 2$ v o a 'Qa 42F INA BN 170.0 45 INA 744 IRA 478 INA SO 170.0 SM 170.0 922 INA 519 1710 file INA .1 INA 1N0 170.0 521 170.0 I/88 INA RI 170.0 In$ 170.0 52( 170.0 low 170A 62I Oln INA 70 INA 521 170.0 8W INA ON INA 982 17MO OW 170.0 IIM 170.0 Wt 1N0 INS USA M Inc IIIT IN.O BW IN.O 17M INA 6N 170.0 IM 1N.0 BM 170.0 =7 I7A0 NO W.025In IrAO 747 170.0 SB] 170.0 On 170.0 01 .?.A I- 1" .0 M/ ITAO 1105 170.0 723 INA INS INA 747 170.0 1494 170.0 7W 170.0 17W INN Nd 170.0 208E 170D 798 170.0 2391 170.0 T56 MF INA Tat INN 612 USA 953 170.0 Of ITOA 1118 17all 754 INA 1275 INA 9W IMO IIN INA 07 INA 15M 170.0 856 IT0.0 IBi] IT40 Wt 1T0.0 22]t 170.0 M1 INA, 2550 170.0 !el Win 170.0 6W 170.0 701 INA IMS 110.0 Ill 170.0 1211 IM0 ON INA IT INA 9N INA 1594 INN ON INA 1771 170.0 ION INN 21M INA No 170.0 2479 INA 1063 17MO N33 INA FM MIn 170.0 910 17U 745 IN.O 1110 INA dW INA 130E 11. M0 INA 11.8 INA 1.5 1710 1873 INA lora 170.0 ISO 170.0 112E INA tilt INA 11M 1N.0 2603 1ND 11T1 17.0 NN In. 11Tf {, 0In INA 974 ITOA IN 170.0 110 170.0 aW INA 1M4 1710 1N2 170.0 IWO INA Kio INA 17N[170.0 1155 INA 191E INA 1210 INN N30 INA UIS IT0.0 I INA 12M 170.0 3117 170.0 INB MI, INA 1063 INA .78 170.0 1215 170.0 IOM INA HM 17MO IIN 170.0 17M INA 1228 1N0 1913 1313 IN.O 2125 INA Min INN 2550 in. 14M 1N.0 2975 INA ISN 170.0 MW 170.0 15m Min 1ra0 112E 170.0 WT IMO INN INA ION INA 1570 ROA INS 170.0 1794 IN.O I= 170.0 M19 1421 1N.0 NN 170.0 IWO 1ra0 2692 IraD IBA INN 3140 INA INI IN.O WO IT4o .7. MIn 17M 1151 170.0 car 17A0 1M1 INN 1118 170.0 1811 1710 12M INA IN2 INA I= 170.0 NI2 1474 1NA 23M 170.0 15M 170.0 2/W INA 17M INA ]2E] IT0.0 1777 ITO.0 ]BM USA 17%Win INO I]28 170.0 IIM 1NA 15N Iran tue INA 180 IT0.0 H98 1N.0 2125 1 .0 1�3 170.0 2i91 17W 1N.0 18 1NA 31M DOA 21M IW.O U13 170.0 2213 13A5 NI] 170.0 238198F INA 1417 INA IM IN.A 1IW 170.0 14M INA 1033 DAO I I A0 22Bf 1N.0 1N4 1NA 25W War INA H IW.O SIN INA 21]a 137.1 3H9 196A 2. 1.0 ]IIN150.1IOBF 1]0.0 15M 170.0 1/W 110.0 1919 I70.0 IM7 17A0 2231 iNA I870 IND 2510 1I0.0 20Td IMA i181 7SI1 1MA ]M tYSB 2T8f f/0.1 22d1 1019 N81 1N.8 2t11 B21 2lef 118.0 21W71IF 17A0 1838 170.0 IIM iN.O 1Bae 110.0 ITW I70.0 ]2W Ira0 IBYd 1]00 2Btl IlaO 21/B ISIA N72 2N5 139.8 417-1918 21d Ilia NSt 1NA 216d 9TA 283E 1111 NN 811IOB.]NOBINMiM017t1 170.0 ISN IN.o 21ES 1ra0 18W 19U 225E 159.8tat 919 anti -a 18]8IMF i211 1584 126A H45 1MA 16M 108.1 IQS M.4 16M Tl 140i TAR ISM dO.T 1390 BA6 ISM 72] I]TS B28 a56 521 15M 58.0 IWO N.T I9M 4B2 1305 W.1 ISM IIA 12M Anchor Capacity Tabla (Ib9) 6P.VYe: 27d('orcrete a6k Cpc Nd bv('NU FlOm CYU PT Woa4 21GIal A,.ft,C5p P.ft.- NeD°rhK Wi5•Eko Mrewn 1fr EkolAlrxm S/1S Eiw IAticm 3f1S Eko IAlecm tl4'EIe.Ulracon "I SS FJca AM__ 5'1S EIw UM.em Ill S5 EYo A_- ain BtM ecmrI., .251ed Sere7fiG5l a126t¢I Bcrea(OS) Edge Oblanw (lal 1' z-1I2' 1' at(E'IWA r aIR• 1' avr 2' Sue• Z' 0.4e' aE4" n321' EmlpbaeG (kt. 1ar lair tar lar1-vr 141r 1-v4• f-vr 1-vr 1-vr r lac far nw mte4l 2 AncMe®47S Min q.GlalmdlN qeP (Fk11 UxT 39a 15e MIW 4WM mann, 270Ib 2M I0, 3M ae 7401te 4690e EM I4 118E EF 9N I0D dN ba 6W Ite 4 MCMn ®1.6S Mtn 0.0.I61an0aN glp(1I9. 3T 7MIE0 -1. -On Ina Ae MO 1. aN IN NMw 110. 9N as i1M pe 23MI0a =Ind .01. I1Nne B AikBae®1.T1'MIA O.C.l6lendaN.1,(".. 13 11N ON 1-. ONp 29951>b WA Bla IN WA 1065 Pa WA WA WA 1- 18W Ise .40. 4 MNwe 433'Mln 0.G /(A a5 Mille Of airF 53 lW as MI. 6901v 18N Ib .0. wt. WA Tao. 636 ks aBOlb R384 RA 6R IN M015e 11N Qe S MCMe ®3'MIn.0.G/12)atSAryle C0pe (FI9.6I ISWI. fe601w 13WM 310 Its 1080 ka I1N0. WA ISN. 10R0 1WA 4T161es 1301M t6W lco 12A,h-@1.S MIAn.G/1212.5Mah Cep9(FI9.7T 1Minn 21MSo 1449ISe 3Mft WA /3NM WA NOMw WA WA 19W ke 25NItn 3I60Ib 4ArcMa W f.M• MIA q. Nap. WO VSAFm(FI9. BI WA WA WA WA WA WA WA WA WA WA WA WA WA 14224e 8Aw1.V9®nM'YA O.C. I_r, 03o Va'Nnv.(Fig.% WA WA WA WP WA WA WA WA WA WA WA WA WA xeM 9e 2Aectwe ®A6S YIII.O.GlF{Tlp (Fb103 OnRu 0W 10v 4WM aW an Va. 2MIE. 354 @e T401� 189 na SO. 11831In 3N Wa 4N I0e bW IN 4 Anclm ®1.-M.O.G IJ-P(FB 113 6W 0a iW lSe N!W I=an, WA 4NId. WA YaV IIN WA WA WA ion 8/016a 11NDn ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X(ANULCLION HOR CAP.,",,,,,,-ANCHORCAP.- M USE THIS FORMULATO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AM IMUMANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. I --- 2.000--I .250' TABLENOTES: FIGURE I: F(GURE2: FIGURES: FIGURE 4: FIGURES: FIGURE9:FIGUREI0: FIGUREII: 1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON IIf111111111711y LOADING, SEESHEETSON FOR GENERAL L LENGTHS NMETHODS. ' 2)LMEARINTERPOLATION BETWEEN MULL LENGTHS ANDJOROPENING WIDTHS IS ALLOWABLE. Fr• i 8.000'••. 3) MULL ION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS No. 58705 _ a 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON FIGURE S FIGURE (k. FIGURE 7: SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I (O !S !Z ANGLE iAQ• • STA •YFy` CUP 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED ,0 (FIGURES CONCRETE BLOCK UNIT SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED '� F Sf '• ........ YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6 AND BE A MINIMUM OF.125' !fT S�� MUST BE THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.045'THICK(18 GAUGE). STRUCTURAL STEEL TO T/If NAl IS1I`I� PAIN BE AT LEAST.1257 THICK AND A38. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW 2'X6'%25' A. LYNNIMILLER, P.E. THREADS BEYOND THE MATERIAL. MULUON FL P.E.p 58705 MuIiIoOCe ec Table IbalR' Opening Width (fwwrUpey-sp.mllg md3om)-Opening Height gorllctimniaP7-spanning-Rom) SON BON TON BON BON I 12DN 1A.. 160b t.28"i2.1t" ReGUGOIn Iaa099 baprt6arg LoaBW Regarygv tWdn9 TapT4ery Iwyry RMan9W4r loaOYG Tnp'fAa�G. Laa4np RcgaroNar LOMuq TnpROaG LaaNro Rechnggn Leadm TnpRm0. LOaMg RaNnpWar LoeQup Tnpffna� L0a1q R[cNronar Loamrg inpTOaG. lnatley Recbig,hr Loa6np TrapRAaro lmGap Recnrgular L9amnp TnpRAu33 Ieamro ..126'Atum Tube Mull g z• P P P P Ell �� �• 11 8 .�' 11 .�•, 1 .�• 11 P P Il 'Al I iI II I P IA P I a 1 11 P 1 g 11 :_i 2j II _ Iit II ',,, I 421n 1442 Sd I IVA 42B 1202 M 1489 419 1010 628 12a8 414 9a1 Bdt 13Le 411 Sal 52e IMA 411 nt 626 1341 411 MI 628 1.11 All 115 1 626 131.1 411 4S1 SM 134.11 all 48N Me AM 1080 232 KS 401 94T W$ NO 403 WA 320 W.4 AM 81A 317 61] 4W "A 315 0.2 AM 1e6 314 1a3 40 nee 314 34.5 40 1e.B III 2a2 AM 1" 311 61675N n3 382 81.0 .1 BB.B 36t M3 29/ ".a 2R T1.. 289 61-6 Mi 67.2 2W 45.7 361 ..a 28/ 41.2 262 628 2B3 3l3 363 815 281 284 Nl fi3.6 2B3 2S1 282 .1 2B3 (. 54h 019 218 74.1 287 W..5 318 042 ffi1 185 318 0.7 256 424 We 615 2W 37.7 31B WO 250 nO 310 4" 249 2a3 3I8 411 248 2 2 318 49A 248 212 318 49.1 24B Tn .1. 4a. 2. W.1 210 41.2 20 1S7 214 313 2. M.] 210 .1258 2].2 M] 21.6 25B 3L8 44 24.7 25B ]11 2W We 2M M.2 201 17.7 250 312 .1 take 2. R1 "1 .1. 4.1 234 48.6 200 3Se ZH .1 1% 3a5 234 X? 192 ffiT 234 31.6 189 217 2IA 29.4 IN 21.4 M4 280 1N 9.8 Mi ffi0 In 15.3 231 ffi5 I. 134 2]9 283 103 WN 313 213 WA IM 31.0 213 1 317 1M Me 213 2AS 1M all 213 27.0 IM Me 213 1.1 1. tae 2137 IN 1S5 213 n2 16] 113 213 nB IN 1. 213 n0 IN TAN me 1M =I IN a.1M 2S8 IM 20.4 1T8 22.6 149 17.9 1M ffi3 IV 1&0 145 MN 24.3 1. ffiI 110 n3 let 218 19 11.4 let 18.0 135 1. .1 "a 1. TBN n5 152 n5 133 1H8 1R 188 131 181 IS2 11S 1T0 Anchor Cap9cily Table ([be) SUSitNr. 21/WOcrge 1SR49ar. Hg1aT GAU FneB GAU PT WaM MOW AnearCGp Petlems M N'Typo: Wlr EIco U0ncon I-EWUlOncm 6r16•Elco yl8'Elco Uiracm Ulrecwt if{•Eko Utrown VI•SS Eka ApaeGelcr NI6'FJco LOncon UI'99 Dco Ag9a0nbr /IO Sntl 9nex(OS) /125IeN BCTY(G6) a12Slccl Scrcx(GS) E19a00-0n): I. z-ilC I" 1-1rz• b1lB' 1' 2-0rz' 1• zirz' 2' 11f8• Y DAB' 0.3{• 0.EP EmE44m[nl(Nk IdP 1d1' Ids• 1dC x 1-VI• 1-VP 1-1r1' 1-11P FIM Y tdr Id0' roes roUQ MNm 003.69n.O.Gr W243 Mdo Gps (Fq.1k IB0IB9 T80104 6e00a ISfi0 R4 1688104 6100a 600 Pa WA TeO Na B]OfWe BBo104 2361 W9 6321oa 840 Uro 4]2W ANCHOR CAPACITY ADJUSTMENT FORMULA: (D M) % ANCHOR CAP.,e"„ =ANCHOR CAP., MULLION CAP.,�„e, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING. WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION.IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAYBE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACRYTABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS FIGURE 1: 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS I8-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM 090. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6053-TSAND BE AMINIMUM OF.125- THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.G45' THICK(18 GAUGE). STRUCTURAL STEELTO BEAT LEAST.125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL r•-1.266'-•1 .125 1.26-X2.11'%.125-MUWON (INTEGRAL FIN MULLION) W.v ' No. 58705 '•O ••� Tu fS�3 'u STA E 6G A. LYNN MILLER, P.E. FL P.E.p 58705 N OA . TABLEI2A MWIIon CO aORy Table limle) Opening Width (tor dI.Lysp9DirQ.,fl o)orOpNd.q HtlBhl (<rlMmta[yspanirg mldiorA) WN IN 7010 Wh BON Imb 120h NON IWN 326- 30 Realm9dm -.3 llepRdanO. lmdn0 ReGanpdar leadn0 T oFrdm0. I-bo ReclmwW Lmdbg T-P•Tdme. L." Pewmph' laldnB T'.xwn L-bo Rac- IaaCsp Tla mm9. LDadnO RlNnylar L-ft TtaplTdahq Lw0a0 ftwgdm L--o TWTdw L... ROa i, 1na•p T plyd.ag. Laade2 RwwIw LOadiq bmmimo. Ua g DECAL , g 2 a yp p hj�`,Fllll sec �^eoas b.6y5'Y d6 s 'auAoa�aaL• i aP i dP �e a s dP S@ a2 ag �6 a'.F s 2 uBAYMULLg�a8 i 8 42h 17a0 620 IIOW WS I11 7M 110.0 47. DOA M IRO 000 IMA BW 1..1 61. 1- 111. I1a0 oN I10.0 Ix10 IT0.0 .1 ITOA 1IN I.. AI IIo.O IIN I..a 521 N&1 I.. Iran 521 48N 1T0.0 TW 1)0.0 W{ 1M.0 '6o 170A 6M III 9W III ON -A 11]] IlaO W1 "0.. 1D5 t)a0 N7 IM.0 141I 1/a0 WO 1522 1NO MA No IODA I- - BW 1140 1622 "A" NO WA25N Da0 711 ITOA W] II0.0 Boo t70.0 631 I)OA 10/0 1710 6M 170.0 1195 1100 125 1Ta0 -5 17U 747 INN 1443 INN 7W 1]8.0 1N3 170.0 70 117.3 1443 170.0 TW 1e28 IIW IRA 751 Mh 170.0 70 IRO 012 IRO ON IMO 691 111 1115 DOA 1M 170.0 195 1I0.0 6W IW.{ I353 1W.B 11 IMA 1]51 170.0 BN D0.3 i]53 1T0.0 WI IW.1 13W iR0 Wt BD2 I]W IRO WI Wln D0.0 6" D0.0 701 I70.0 IOW IRO ipl i6TA 1210 170.0 MB 116.1 1218 1)0.0 .11 120.9 1210 IWA 9I8 I1e.9 1218 iW.l B31 9)A 1310 IIE.I 913 026 1218 118.1 013 )3.t 1218 14&1 BID WN ITIA 9W IRO 715 1104 111. 111 BW I- IIW IWA WS 1]IA 11. IMI .11 .1. I1W 141A NB 1.1 1160 IM.2 BW 87A 11W i 7 Ul 75A 1150 121.2 010 W.T 11W 12&2 NO r� Wh 111 974 170.0 709 IWA IN. I0.5 001 MIA IOW IWA e6/ 114A 1046 1301 BW NIS iM8 1211 W9 01.4 INA 1181 BW )02 1MB -A .1 WA 1M0 I= No 57.1 IOW I= I. Tlh HOA BW 14" 7M 117.4 ON IOU 748 IOU BW 11a8 T31 WO 880 IOU 722 782 No 92.0 712 70.4 6W W.2 703 W.) 5W NO 6W 50.1 NO 765 eW NA 50 78A WO 70H 119.7 TOO 10.1 690 89.0 TOO IOA4 W0 05.5 790 0.3 W3 74.8 LBO 83.0 ON N.5 M 76.9 M3 WO TOO 71.7 6W 49.1 T90 63.1 W1 12A .0 W.1 NO NA I. 111 .11 Rh 110.8 7W 115A WT - IN 88.1 6M 79.1 150 05A 02 W3 7W 7).1 Wt .15 7W 702 612 11 TW 611 805 112 lW 0.4 NI WA 1W S&2 5W 3 8 7W WS 5W BOh R1 6W 74.4 No 80.1 NO W.9 III ILIA SW MA 411 115 /a1 60] 14A W6D&1 6W IOA /W W.0 6W W2 /W xSA W3 313 4W 225W]31AWN 60A IDS 61.1 M3 Ia6 1% 61.5 IW 121 195 11.0 D9A {21 W.0 4W D0.1 116 29,7 IW 212 4N 21.8 IW 29.I /00 xl.x {95 3&0 3M loom 41.7 391 12A ON MA .1 no OW0-391-.12)A 337 x32 NI 24.9 WS "I Wl =9 W8 1)A 191 19.) "1 144 391 IIA 30Illh D0.1 ]TO M9 SU no Dm 3).0 D]0 2TA NO 26.6 X�l 25A NO 21A 370 =0 WO f12 370 201 311 1&0 NO 1&1iRN RA DIIA 3B9 25.3 11T 2&0 3M xf.1 D1i 23.5 1&9 2W IeB elT IlA Tn Itlm 11.6 i20 D.0 20] Anahor Capacity Tablo (I1,9) fiu240a1a INC 1. jlftC .j Im0w6CMU FNe4CMU I PTWa00 I m.w Ardlor CAP Pattem9 Mciwrlypa 3116'DW Ue2c0n if{'EICD Ubxm 916'EIaO �xm Y16'EIco UVacm ll{'f]ca UlneW ile a, ENa ABga001a M1Be000 Ul,- ifC0D Bc0 AgorIO N •f0,letl acraw(05) COMM Scrsw(O5) •12Meel Saw(W) Up WlenaO Mk 1' 2-U! 1' x•i)Y 1B8' 1' 21l4' 1' 2.1f Y 1V8' 2e a4B' &Me O.3Ne E9beamml(nk 174e 131/- 1w Iy/' T 1-Y4' S1fP 1.1f1' 1.114' I -Ill' 1-Vt' 2' ISIC I.LB' (sea Me4) 2 AOMBn 096'Wn. D.C.I(2/215 Mqe C9q (FlO tk 3900n 390IIn 450Ws 89018s 17W Ra 270 on 2Wms SM IM ]{DIW IN Wa T100s 11WIBa 32BWD 120Ns W01% 1 Ntt0m 0935'IAn.O.C./(7)ZS Mqe Caps (Flq 2): III m] 7W Ns 780 Wa 167010s Z528M MOIa WIN; WA 1120 Ns 9000s WOIO 23M ms BW Is MOms 11201Da BMdron �2]I'Mn. D.C.! L6Mga CCBa gSI: IIIONa 1120]n 856me 22/010s 2254M WA MODS WA f059 Wa WA t]2010a WA 9)B ha 12NM IAN ms FIGURE 1• FIGURE2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET i FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDfOR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-20. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO AC1301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SO OF 0.65. ALUMINUM SHALL BE 608346 AND BE A MINIMUM OF.125' THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125 THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENTFORMULA: (OP,.) X ( ANCHOR CAP.� o ANCHORCAP._ M. N CAP.,,a'- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITYTABLE. Ix MInmIDWoY]oduG CMnmf ]L\llll 11 if/!! .125' ���.�Z•O ........ r11/�Y 77� 30* 3250' No. 58705 ' 30' BAY ,• STAT OF MULLION '•.�20RlOP. •' G,\�� A. LYNtJMILLER, P.E. FL P.E.# 58705 Mullion Capacity T•blo ebeel OFoninB Width (far vwl1w%-4m Mnullaft5) orOponin6 Hel0ht Pr lurimrla*sparrirg mlaiof6) solo BON 701n MN OON Imin INN 140N INN 3.24' 46 Rac19n93a bednp nwOl y. Loady Rak. .1 Lwdy Trep0lup. twdl O Rod I. Iwdy Tap'TAary. wo m RBclalpW L... Mgr p. LmGp PoclwPJm LOae841 hepfierp. 1Oa O R.A, Lwdy TMrlda Lmdy Rahn T Un . Tap'81ay toady -IoryWer LN&, Tnpnivi0 Loadn6 R¢In0" Lundy TreiJ a- L-IN AL BFVMULL 8 8B a� 8 a a aS! 8�.- a @ O 4 O C $$S�a d& 6 d $ �d3 a•• abakSSbra N •• afi@dd 8 N � `d2 W £ 8`d 8 Ze aba d`� so oo `d 'd � d"d iE •• Spa d"a' 8a a SS1a3s 2a` i� T z a a� a $dd a sa D d`d = sue. Q. Imo ON ITOA 435 17Q0 744 IMO 478 170.0 ON 17. SOB 170.0 Bat IM. 519 I70.0 tIN 170.0 R1 Ii0.0 1240 170.0 521 TIM UN 170A all INA Ins 170.0 52t INA 1071 170.0 RI IB In 1}0.0 7M 170.0 SN ti0.0 BN Imb 6M Imo N2 RQD NA IN.0 IIM IT0.0 NI 170.0 1275 170.0 OR I70.0 1417 170.0 BN 1W7 IMl ITOA NO 140.3 107 170.0 ONtr1.6 I631 170.0 NO 60.625N 170.0 717 INA 5W INA NO 170.0 131 170.0 N48 1700 ON 170.D IIBS Ina 123 I= 1315 Dux 7N ITOA 14H 170.0 TOO 147.1 15R IN0 7N GOA 1552 f70.0 70 110.t 16R 17&0 7N SIN INA 70 812 I/JA NO 1T0.0 691 Rau 1110 170.0 764 INA 1215 INA 603 170D 14N 11" 837 i5S2 1455 1710 BN 1".3 Has NQO NI It0.8 1455 170.0 N1 9/.0 14M Pao Nt Nil 170.0 80 NI 170.0 IOW 170.0 7.7 I7U 1NO 170A foa 15T.1 DOB 110.0 044 139.7 ON 170..0 800 126.7 IN9 IW.S BM INA DOB 1573 BR 89.8 15T.1 BR 7&B 1- 157.1 B83 BIN 170.0 0]0 745 17Q0 11181170.0 8N 182A 1211 DQO MO 1/2S I217 IM.S BW 12Q] f2/i 1526 865 I1/.0 II/1 I/4A 952 0.0 12/i 13&2 BN al.d Z 12R 1N.] 935 TtA 1217 ISii B]5 5 NN mo 974 789 17oO IIN 170-0 OW 1484 1IN IBM7 NO IMO II9D 147A 045 11&4 If00 IM5 M. IW.O MO IN.4 0" - 11m ".5 69B 74. f1BD 11&1 8W M.. 1190 11&1 03 131n 181.8 IMD [17QO .7 IN.7 ION 1N.6 6% If&4 1.1. 12/2 W 101.0 1010 114.7 a38 N.a 1010 1016 Ml N.B 1010 0" 907 NA 1010 00.8 795 57.7 1010 OL. TOO NA ION 67.7 789 781. 137.4 ON N2 114.5 NBI2 O i75 B1 ON 101.1 761 MO 9w B&2 749 NA BOB N.2 NB N.7 BOB 62.3 Ile ai.3 BOB TV 710 49.1 BN 712 710 42.0 BOB 70A 700 MIl-1 N1 '/M N5.9 Nt 112.5 7]e Ma NI OB.6 R5 M4 Nl N.5 713 NA NI 81.0 N3 018 NI 75A BM WO NI Ml Nt 45A N1 M.a WS -1 NI 81T M2o0b 827 6N 574 6&9 8N TL1SMall816SM51.1 BN MI 515 48.0 No N.9 W7 41.4 BN 47.0 B]O NA BN 413 51. 28.5 MB W2 all 28A BIB :I&a N7 Nh 0&2 NO SN 6&8 BBB N.1 4" 48.7 6M 51.4 491 42A 568 45.8 4W 372 SN 41A 176 34.1 SN 38.1 470 2a4 ON U4 459 24.3 NO 20.6 4R 212 6N 28.7 07 INN 47.0 I49 46A 40a NA 44 4412 389 M2 441 ]52 !9] 29.9 N9 11.7 ]81 2B.B 149 1a.8 3R 11 N9 28.1 37T Z10 I49 721 NO 17.1 N9 =4 Nf i&0 449 I6.9 3N I11N N.1 12a 45A MS as 425 37.8 31B ]IS /I5 328 ]1] 2i.8 425 ?o.l 3B1 24.5 425 262 ]62 221 425 RI.O SN f&4 115 A.T SW 15.8 425 I06 313 1201n NA 384 SSA W1 29.1 3M 2BA m 24A ]B4 Z.8 371 21.0 3M 22B 317 1&4 3M 20.5 3113 IT.S 364 1&7 309 IN in l63 l0A 119 W. DN 1T.1 230 Anchor CopacltyTabl• (Ibs) SWDet¢ 2TLCOMMe mCant, Hw-CNU I F0IWCNU I PT Wwd I MBal Ardmr Cap Paft- McMr Typo wirEfwll- IICEIC.M.. 5H6•Elw UBecm yi M.Uff- 114. EIw QDeam V4'SS Bw AMGala WIT .. UOacm 111MEIca A9gaGtor O1061W ScMPI) 912Mad SGW(GS) •1261ao1 Smmv(G5) EOga galmw(): 1' 2Vr 1' 2-171 }Ile• r 2-IM 1' 2.17P r ll.w ra Q5/' OA21' FneMmml - 101C WIC 13'C WIC r "Ir 1-VC 1-1IC r13I6' (seeMIB 1) 2Mmars®5a59016s 3NIba 450 Na NOIw I1001w 210M 2N •f �WAWA alOIW 1102rAIOa NOlte4M1-03,6'8M 0,0. /(2)21SMdo Cava (Flp.2): 7NNB 7NIb! 7900d 1870 Oh 25251b M00n 6W N9 NOIM 2161No@a 11N•aOAmM,DD2.71'19O QC./6g2�5M3B Ceq iR937 1120 Nn ItN bn Q58 as T2N •i 22541W WA 810WB 13ND! W1MIOB 16NN8 FIGURE 1: FIGURE2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 22 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACTDIMENSIONS. SEE SHEETS 18-20. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 18-10. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T6AND BE A MINIMUM OF.125' THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCtURAL STEEL TO BE AT LEAST.125-THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP ) X(ANCHOR CAP.,oa,��ANCHOR CAP., `MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REOU82EMENT FOR THE OPENING, WHEN R IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD AMINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY AOOITIONALANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. P. r gx \\Ill llll//r *' No. 58705 ' P(1.v1 STATED 13 : •�!/�� .YNN'M)L'LER, P.E. FL P.E.p 68705 • r I V -1 1.0DD' f- --j 1.000- j- ry 1.000• f- r .125' 2750' .125' .125' 2.0 20L r 375' 975' I 1'XTX.12WMULL[ON ,• X 2'X.37Y MULLION 1•X27YX.37YMULUON 6W6 TOALUM. 0003-TO ALUM 6061TB ALUM X-SECTION XSECTION XSECTION STANDARD CLIP 6063.T6 ALUM 2000' X-SECTION 212' ILCLIP I .125• I BOBS- UALUM X-SCTION --i .740' F- j^-5.500'HER.376' .375'- 3.125' _ CUTHEFtE -CULIP,SEE MIN. MIN. 11 DUXLF,SHEET6 _______ 1 i --- ____ i A I _____I L--- ____J C- STANDARD CLR 6063-T6 ALUM CENTER OF ANCHOR HOLE MUST UE 70PVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. .376• MIN. ___________i D i B I 1 I 1 OFFSETCUP.125' t3' 6083•TBALU M. TOPVIEW 4 ma- UCUP fir0B1'GAlUM. USED FORSED FOR ALL P X T ANOT ANO 1' X 2.75' MULLIONS. I SHEETS" TOPVIEW t.oMINU.ALUMLLTo HEETOTOPYIEW , I U-CUP 6083-T8ALUM 1.2Sx3.186'X.26Y MULL ONLY, SHEET 12 1 TOPYIEW I-1.000'-1 1.000' f-- 2.750' .126' 3.125' .126' 1 .500, 1•X 2.75' X.BST MULLION 1'Xa12YX.5•MULION 6063-76 ALUM. 6063-T6 ALUM %SECTION X-SECTION 'i 1-•125' 2X5 ANGLE CLIP 6061T6 ALUM 211 XSECTION .125' I .376• MW. I- t.AN.LECUR8083.T8ALUMALUM. TOPMEW CENTER OFANCHOR HOLE MUST WITHIN THE DASHED BOUNDARY.SEE SHEETS 5 FORTH ANCHOR ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DVUAETER: ANCHOR DIAMETER - 1118'. Mull Dlmendon (eheatf!) PGT Part# Mullion Std. Clip OIf.tCUp U-Clip Angle Clip 1"Xr X.125•(5) 66605 668113M 6661118M 666243M 666511M 1'X2X.376-(6) 666006 666114M 6661119M 666244M 666512M 1"X2.75"X.375•(7) 66607 666115M 6661120M 666245M 666513M 1" X2.75" XASO'(8) 66608 666116M 6661121M 666246M 666514M 1" X3.126X.5OU' (9) 66637M 6661116M 6661114M 666242M 666515M 1.25"X3.186"X.265"(12) 66641M 6661117M 6661113M 666241M 666516M 1.26' X211' X.125" (16) 69370 WA WA WA 666517M �jg oY .125' 2.,78• V2 .Q 1 ,25z Z .800' T O 1.28'X 60 6ALUMULLION %SECTION Lul Q O Dimonelon Value Qn) For Mullion: A 1.625 B 2-654 Aluminum Tube Mullion C 0.895 D 0.740 A 1.125 B 2 404 1' X2' X.375' Alumnum Tube Mullion C 0.635 D 0.490 3AOO 1'X2.76"X .375Aluminum 0.757 1.118 Tube Mullion Rc1,875 A50 Min. 1.312 1'X2.75X 3.00D .650' Aluminum 0.470 --o--F IL836-1 Tube Mull. 2.000 2.637 1'X3.125'X ••Alum Tube Mull 0.883 RA 1.137 3.262 1.25' X 3.188'3262 X.265'AlumTube Mu0 1162 1.26- X2.11' A 1.813 .121' Alum Tube Mull NOTES: CENTEWITHIN OFANCHED HOLEMUSTUE THE BOUNDARO.C. 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. SHEET 1`0 TH DlSrAN S-17 MAXIMUM ANCHOR ROLE DISTANCE. MAXIMUMDIAMETER 2 SEE SHEETS&17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS a ANCHOR O.C. DISTANCE. ) OtAMETER: ANCHOR D WAFTER • ll16". 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. *'. No. 58705 ' A. LYNN MILLER, P.E FL P.E.# 68705 -1 1.000• f- -j 1.000• t- 1.062•-1 .A38062' I �5•-11--.125' 6' A82' .438' I I I k�la ee 4.000• .125' 4.000'R 4.000' 2.82b' 2000' I 2.125' 2000' 25' I .125' .125' I .125 I L W .< r .031'Z 1 ` STANDARD CLIP 125' UCUP 2X5ANGLECUP O W .125 165' 6063T0 ALUM. 8083TBALUM. 8083-TBALUM J 7 375 ' .375' XSECTION XSECTION X-SECTION m 1'Xa'X.12S� 1'X4'X.37S 1'X4'X.37S W 4D Ooa a MULLION MULLION T-MUWR 5.600' 5.000' m Z t7 J 608346 ALUM. 6083T6ALUM. 806346 ALUM. 3.125• CUf HERETO 376' 375' O m U %•SECTION %SECTION XSECTION .975'_��-��._CREATE f-CUP.3EE �--MIN. O p MIN. I OETATF.3HEE.S Z W .375' Z W ' m D r� I r� r_______-___ __T .375 _ �z� 2.681' CENTER OF -a 125' I I I I I ANCHOR HOLE I MIN. j p 1.377' I 1 I I 1 I MUST LIE WITHIN I I G J I I I I THE DASHED I I I 1 I I i F SOU NDARY.SEE I j O Q Ol 1 E _ _ _ _ _ _ SHEETS S17 FOR .125' I 2875' i i 1 1 F E THEANISTANCHOR O.C. F I i E V~_7 Q 90 }!0 I I I I MAXIMUM j I W D 8 8 30' AHDHORHDLE I i 1 I I DIAMETER I I f. 3.260' ANCHOR J N y -----J -----J `------------------ 3D• BAY MULLION I DIAMETER • 1N6% G Z O O 808SECTIOM I / �_ ( 21 ANGLE CLIP X-SECTION E 8083TBALUM S 4K THE STANDARD ALUCLIP UCLIP TOPVIEW S �LL I WITHIN THE HOLE MUST LIE fi0TO ALUM SEDFORALL CENTERRANCHED HOLE MUST LIE .228'J I-.-.861•'-� SHEETS 6-7 FOR THEANCHORO.C.E TOPNEW UXI MULLIONS, SHREHETS&17 FOR THE ANCHOR D.Y. C. �DISTANCE_IAMETER. AANNCHR DIAMETER UM ANCHOR o1110'. LE SHTOPMEW 71 DISTANCE. MAXIMUM ANCHOR IAMETER ANCHOR DIAMETER oLE 1118'. N NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 5.17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. Value (In) For Mulllon: 3.687 1'X4'X.1251.000 Aluminum Tube 2.660 Mullion R 3.187 1'X4'X.3750.757 AluminumTube & 2430 -r Mullion 2.813 30' Bay Mull ZB75 45' Bay Mu6 Mull Dimension (aheet1l) PGT Part Mulllon Std. Clip Offset Clip UZIIP Anglo Cllp 1• X4' X.125'(10) 69364 666111M 6661122M 666241M 666518M 1•X4-X.375'(I1) 66810 666112M 6661123M 666242M 656519M 1•X4•X.3T5'I'(11) 66653 600112M 6661123LA 666242M 666519M 30 De91ee (16) 66649 WA WA WA 6665110M 45 Degree (17) 66650 WA WA WA 8865111M *' No. 5B705 ' EO I j:•'�7�` ''��SS�ONAL �C`,• '�'11111II I11t T1` ` A. LYNN MILLER, P.E. FL P.EA 68705 • r TABLE E I r' I �.125' --I F-.125' tyyQ�3}j � STANDARD CLIP I UCLIP 2%fi ANGLECUP pp5y 8063T6 ALUM. 60B}TBALUM. 6033.76 ALUM. tiY 2'�� I %SECTION 2.126 I X-SECTION 2.000' XSECTION d NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING I .125 1 .125 .125' ilos}Q DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. N2 2)SEE SHEETS S•17 FOR SUGGESTED, APPROXIMATE i�-1490'-•� T 0 W HOLE LOCATIONS. 1.490' 7 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 5.600' CLR HOE TO f 5.000' 375' W N o LL ►- a 3.600'— i -SEE OEMs F, .376' E MIN. m Z U 020- .375' F I MIN. SHEET{ MW. .376' 7� 0 � Z W i_______ I I i_____________________i Z zz m I � I I 1 I I j a t7 T-'_=E-.T`1L0-.M Zi 3B' Q + 3438' � 3.438' —_ _ _ _ _ i ' H I I 1 L11 375' Z J MIN. W� oY Y __ __ ? 3 N STANDARD CUP UCLIP, 8083TBALUM. 2XS ANGLE CUP Q CENTEROF ANCHOR HOLE MUSTUE STANDARD ALUM. SED FOR 2•J 4'MLRLX USHEET I3 CENTEROF ANCHORHOLEMUSTUE 808YT8 ALUM Z N OOj WITHINTHE DASHED BOUNDARY, SEE TOPIIIEW TOPVIEW WRMNTME DASHEDBOUNCARY.SEE TOPVIEW �O LQ SHEETS S-17 FOR THE ANCHOR O.C. SHEETS 6.17 FOR THEANCHORO.C. s d' K DISTANCE MAXIMUM ANCHOR HOLE CENTEROFANCHORHOLEMUSTUE DISTANCE. MAXIMUM ANCHOR HOLE OMMETER:ANCHORD LUIETER+IN6'. WITHIN THE DASHED BOUNDARY.SEE DIAMETER ANCHOR DIAMETER-1116'. SHEETS 5-17 FOR THEANCHOROG. 6.600' DISTANCE MAXIMUM ANCHOR HOLE CUTHIAETO DIAMETER ANCHOR DIAMETER-IIIS'. fi.000' r--2.000'_1 .376' 3.600'� CREATEFCLIP, 375' MIN, f _SEE DETAIL F, MIN. .375' SHEET{ MIN. i_____ __ ______ _______i __ __ .375' I I I I I I I I I uDDUCT REVISBD plYing "dlh lfie Florida I 1 j j GuldinB�Jo _O �^ 1 1 1 I 1 1 A�Pllon Dom J-n I I I 1 I 250' B.ODO' ¢ _ _ �_ _ _ _ i 4.6BS' Q T 5.431r f + — _ _ — _ _ i5.436* eAtl Dade Pf0dscl canvo I I I I 5.435, 1 I IIIIII i i I I aGNY LYNN ,N/� TX6'X.25' 1 I I I j `���;'LICENgF'•.��`i% MULLION I 6%3-TMUM i I i I i i *• No. 68705 :* XSECTION I I _ I 1 i i MW. - .250' STANDARD CLIP UCLIP 2%SANGLE CUP i��s RID• 60TOPMEWM USED FOR Y %�B?MULLION. SHEET 1/ fi08ZT�ALUM /i� lS/ONAL �',\" TOPVIEW A. LYISN'MILLE'A; P.E. FL P.E.q 58705 Mull Oimonslon (shoot fl) PGT Partq Mullion Std. Clip U•Cllp AnBlo Cllp 2'X4"X.25'(13) BB6D2 888261M 688271M 88851,2M Y X6' X.25' (id) 88604 668262M 666272M 6685113M 72' Nuwon T 92'—�I F•-32' --I I—N10.L WIOTN wmTx THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1/4'. THE OPENING REQUIRESAOESIGN PRESSURE OF-60A/-60.0 PSF. 1) INITIALLYASSUM[NO THAT A 1' WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72-AND THE OPENING WIDTH IS 32'.32H'-65. REFERENCING SHEET 22, THE COLUMN USING RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR AMULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1/4-AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.60.01-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACTSIZE, USE THE NEXTLARGER SIZEAVAILABLE FROM TABLE 3A. SHEET 7, THE 1' X 2.75-X.375- MULLION (LENGTH = 72'.OPENING WIDTH = 70') MEETS THE DEPTH REQUIRED, HOWEVERTHE DESIGN PRESSURE IS 41-68.3 PSFAND WOULD NOT BE SUITABLE FOR THISAPPLICAMON. FROM TABLE 4A, SHEET 8, THE 1' X 2.79- X.650-MULLION (LENGTH - 72'. OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF 0-72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 838 LB& 2) USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THEWOOD SUBSTRATE. BOTH THE STANDARD CUPWITII(4)012 ANCHORSAND THE 2X5 ANGLE CLIPS WITH (4) 012 ANCHORS HAVE A CAPACITY OF 840 LSS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL. 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE. OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IN THIS EXAMPLE. THE DESIGN PRESSURE REQUIRED WAS aM.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LOS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PER (60 PSF) X( 727 PSF)=524.9LSS (MAYBE USED TO QUALIFY# 10 STEEL SCREWS FROM TABLE 413) • , v THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADERAND SILLTHE WINDOWFRAME DEPTH IS 2.313. THE OPENING REQUIRES A tl 3Z 5 a DESIGN PRESSURE OF �50.0/55.0 PER J QH- r- c0 FOR THE VERTICAL MULLION: 2 G rn 1)INRULLLYASSUMING THAT A I' WIDE MULLION IS SUITABLE. THE MULLION LENGTH IS 32-N7N1105-AND THE OPENING WIDTH IS 36'F38'N'-73'. REFERENCING SHEET 22, F Z n THECOLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULUONTABLES FOR AMULLION THAT [SAT LEAST THE WINDOWFRAME DEPTH OF 23/8'AND WILL V) 0) Io Mo MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF.50.01-55.0 PSF. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE EXAMPLE 2: MULTIPLE MULLIONS W 3 8 W R FROM TABLE 3A, SHEET 7, THE 1-X 2.76' X.375- MULLION (LENGTH - 108', OPENING WIDTH =BP) MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS-/-15.1 PSF Ir Y Y N MULLYnDD1-- AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. U FROM TABLE SA, SHEET 13. THE 7 X 4- X.250- MULLION (LENGTH= 108-, OPENING WIDTH =SW) HAS ADESIGN PRESSURE OF-1-8Q7 PSF WHICH EXCEEDS THE REQUIREMENTS Q IL N SEE FORTHEOPENING AND MAYBE USED IN THIS APPLICATION. NOTE TKEAHCHORCAPACITY REQUIRED OF 971 LBS. ..TAU, SEE I.— s', FENESTRATION BECAUSE 1T 19 NOW KNOWN TNATTHE MULLION WILL AOD 2' TO THE WIDTH OF THE MULLED UNR,THE ADJUSTED OPENING WIDTH IS 36'F38'�2'=74NOT 77 AS PREVIOUSLY IL ..!^t mQ: z� dd PRODUCTS ASSUMED. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY. THE WINDOWWIDTHS MAYBE REDUCED TO MAINTAIN APPRwAt �- THE 73- DIMENSION (36-12'a35-12's2'=73-). I 1 2) USE TABLE BB TO FIND THE ANCHOR TYPE, ANCHOR QUANTITYAND CLIP TYPE REQUIRED FORTHE CONCRETE SUBSTRATE. IN THIS EXAMPLE ASSUME THE POURED B'WIDE.IF THE MUWON CUP WFjTETO BE CENERED WITHIN THE B', CARE MUSTLTE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. VECALI I CONCRETE HEADERDCLIP WITH AC ONANCHORSAT71LBS. DISTANCE OF 2-17 GIVES AN ANCHOR CAPACITY OF 1050 LBSWHICH ISGREATER.AND MIAUDN� - - USING THE WITH `SEE `SEE lENOTK RE SUITABLE THEREFORE SUITABLE, FORTME REQUIRED ANCHOR CAPACITY OF 971 LBS. DET—. DETNL E. A 0— SHEETS 2J SHEET9 FOR THE HORIZONTAL MULUONS: HBCHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2-X 4-X.250' MULLON. IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATWELY,ANOTHER HORIZ MULLION TYPE COULD BE CHOSEN. ODUCTBBVISED— MI1LupN mDUCTRIIVISEIcvith FTaridu aa,.WS 1) THE MULLION LENGTH IS 36- AND THE OPENING HEIGHT 13 32-472'+7=108'. REFERENCING SHEET 22. THE COLUMN USING TRAPEZOIDALRRIANGULAR LOADING MAY BE Cade 1 }-- No USED. FROM TABLE SA, SHEET 13, THE 2-X4-X.250- MULLION (@ LENGTH =42', OPENING HEIGHT -120') HAS A DESIGN PRESSURE OFH-170B PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE OPENING AND MAYBE USED W THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 621 LBS. SEE tte lwcc " otlDa -jIII DET % 2) USE TABLE 9B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE. ASSUME THE CMU JAMBSARE B' SHEETS WIOE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENERS EDGE DISTANCE. USING THE 2X6 ANGLE CLNS WITH Iom1D4dP PTodunS f11 (4) 3/18' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1' GIVES AN ANCHOR CAPACITY OF 6.10 LBS WHICH IS GREATER AND THEREFORE SUITABLE. FORTHE REQUIRED `AA71111' ANCHOR CAPACITY OF 621 LBS .L� •••••••..,•/(Y i `�;'�10ENSF �� I •., F,p 9B'.HORIL 98•,HORIZ 90FOR THE ANCHOR F•— 4)FORTHEU-CLIP IN THEHORIZONTAL MULLION TOVERTICALMULLION,USE THESAMEANCBLE.FO MULL LEN6M MULLLENGTH EQUUISHOWSTHE THE E UI EDANCBLE IS GREATER. AND THEREFORE SUITABLE FOR THE REQUIREDANCHOR CAPACITY REQUWEMENTOF 521 LEIS. THE No. $8705 '9 ANCHORCAPACITYIS`1074L6012 STENUSINO3ANCHORS,WHICH OFFING WioTN FOR VERncaL Ap/LL ANCHOR TYPE ISA0125TEELSCREW. FRGM7HE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS: M-64.7 PSF FROM THE VERTICAL MULLION: ••, ( C P7 ` H-170.O PSF FROM THE 36'HORROMAL MUWON ATTACHWGTO CMU; -s :1 �O�', STA O I/; !V +1-170.O PSF FROM THE 36'HORIZONTAL MULLION ATTACHINGTO THE VERTICAL MULLION ONTERSECTIOM %�`•'+�40glOP; �� THE LOWEST DESIGN PRESSURE IS 464.7 PSF AND WOULD APPLYTOALL OFTHE MULLIONS VERIFYTHEDESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION nll IIII ITTT PRODUCTS, WILLAPPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN A. LYNN MILLER, P.E. ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. FL P.E.O 68705 EXAMPLES OF RECTANGULAR LOADING: I 500'so- immor LOADING OF VERTICAL MULLION LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING HORIZONTAL MULLIONS PW PW AA� _ LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION SILL OF WINDOWS NOT ANCHORED WITH INTERSECTING VERTICAL MULLION HINGED DOOR DD PW LOADING OF VERTICAL MULLION LOADINGOF VERTICALMULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMULUONS a a� SGD LOADING OF HORIZONTAL MULLION PW / PW LOADING OF (2) HORIZONTAL MULLIONS U d PW PYJ Zp p� Q F- o W w �, DO 0 <n LU g Z f U LOADING OF VERTICAL MULLION ? 03 $ Z LOADING OF HORIZONTAL MULLION Q R Z aD n pogo I I 1 J PW n 6 8 I� IUD 1I� � •I�I'_~- II irr00000i'l, irr00000i'l, LOADING OF VERTICAL MULLION _ _ _ ❑ LOADING OF HORIZONTAL MULLION LOADINGOFHORIZONTAL MULLION NOTES: nODDCT RaY6� 1)DRAWINGS ARE RTATIONS OF TYPICAL + plYl�a �•� aFwida olr,�caa: .1 C Ionro NoS _D �+•�• PW CONFIGURATIONS. CONFIGURATIONS NOTSHOWN � - - - MAY BE EXTRAPOLATED FROM D:d44uN CbhVp THOSE SHOWN. 2j / 2) IF THE LOADING TYPE CANNOT BE DETERMINED, USE `�aaS • CEN 7 PW RECTANGULAR LOADING. N0.58705 •'.* / 3) SEE PRODUCTS' APPR0VALFOR ACTUAL ANCHOR LOCATIONS. - ��•. /OlS3�� LOADING OF HORIZONTAL A. LYNN MILLER, P.E. MULLION FL P.E.# 58705 SCOPE OF WORK sabatello construction of florida, Inc. Judi Donaghey 7932 Links Way Port St. Lucie, Florida 34986 December 19, 2013 Remediation: The following areas will be remediated as follows: A. Dininq Room: • Side facing window wall B. Den: • Street facing wall C. Powder Room: • Around side facing window ST. LUCIE COUNTY BUILDING D N Pm -Reviewed Not In Com if Reviewed By: Date: co-o _/ Water damaged and mold affected drywall, insulation, and baseboard surrounding the perimeter of the Dining Room, Den and Powder Room windows, will be removed and disposed in accordance with Remediation Protocols. Build Back & Restoration of the Remediated Areas: 1. Replacement of remediated insulation, drywall and baseboards. 2. Paint walls to match existing with two (2) coats of Low VOC flat latex paint by Sherwin- Williams or equal. Replacement of Windows in the Following Areas: 1. Remove and replace side facing Dining Room window with PGT Series PW701 H, Impact Resistant fixed glass with gray tinted glass and white aluminum frame. 2. Remove and replace street facing Den windows with PGT Series 700SH, Impact Resistant fixed glass, with gray tinted glass and white aluminum frame. 3, Remove and replace Den windows on 2 sides of angle walls with PGT Series PW701 H, Impact Resistant fixed glass, with gray tinted glass and white aluminum frame. - 4. Remove and replace side facing Powder Room window with PGT Series 700SH, Impact Resistant fixed glass with gray tinted glass and white aluminum frame.. s PAJ-1 12.: 253 IC538 1:27 C DINING ROOM: Two (2) 36.000W x103.000H 1 1d 15 at5' 13 PGT PW701 H Fixed Impact Resistant glass ' �s with mullions. s 4 POWDER BATH: One (1) 26.500W x 49.500H PGT Series 700 Single Hung, Impact Resistant DEN: Two (2) 50.000W x 71.000H PGT Series PW701 H fixed Impact Resistant glass with mullions, on each side of Two (2 36.000W x 71.000H PGT Series 700single hung in the center. SALS C 2375 )1 86 21 21 pj;CkH 22 4E 1 GAkA �' 482 1 Florida Building Code Online Page 1 of 3 6 Florida Departments` BCIS Home ; Log In y User Registration Hot Topics { Submit Surcharge j Stats & Facts j Publications # FBC Staff BCIS Site Map ; Links l Search Busines Professi I Product Approval USER: Public User 61W Regulation Product Approval Menu > Product or Aoplication Search > Application List > Application Detail a FL # FL239-R20 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com Technical Representative )ens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Year 1994 http://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDquS lBu8CAE... 12/20/2013 Florida Building Code Onlinh Page 2 of 3 Summary of Products FL # Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.12.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1013.12.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 13-1009.05.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 13-1009.05.1)df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.13.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1013.13.0df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH - 700 (Impact) WinGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.14.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1013.14.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1222.04 LM.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1222.04 LM.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1222.05 SM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 11-1222.05 SM.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1239.7 1 SH-3000 (Large Missile Impact) I Architectural Systems Aluminum Single Hung Window http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAE... 12/20/2013 Florida Building Code Online L - Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 12-0726.02.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 12-0726.02.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 12-0726.01.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 12-0726.01.1)df (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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Product Approval Accepts: NM M CreditSCardE http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 Bu8CAE... 12/20/2013 MIAAMII-DiAD1Er MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 S.W. 20h Strcet, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3152590, F (786) 315 2599 NOTICE OF ACCEPTANCE fNOA) _ www.miamidade.govlera/ PGT Industries — 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County PERA— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SH 700" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09101/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: Miami —Dade County Product Control Approved Shutters Or Protection Devises shall be required for Glazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami —Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA No. 114405.10 and consists of this page 1, evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-1013.14 ` 0-Oxn- Expiration Date: March 26, 2016 `11 Approval Date: November 03, 2011 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED — A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing N6 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL---4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201 94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07-0322.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No.07 0322.06) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 4649 and FTL-4723, dated 10105 and 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) t Jaime D. Gaseo , P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FEC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4947 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05-1018. 01) 4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FTL-4646, dated 08110105, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 05 1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011, prepared, signed and sealed by Robert L. Clark, P. E. Complies with ASTM E1300-04 (Submitted under previous NOA No.11-0128.03) D. QUALITY ASSURANCE 1. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers," dated 05/05/2011, expiring on 05/21/2016. Jaime D. Gasco i, P. E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC-2007 and FBC-2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05, all signed and sealed by Edmundo Largaespada, P, E. (Submitted under previous NOA No. 07-0322.06 and 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-0405,10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window -- L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. 9 "_ - { 8 Jaime D. Gasc n, P. E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26, 2016 Approval Date: November 03, 2011 E-3 ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. B. 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16" LAMI CONSISTING OF (2) LITES OF 11W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 718" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOWEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXA(EEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16" LAMI IG: (1) LITE OF US' TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .09D DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 0 H.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 518" LAMI CONSISTING OF (1) LITE OF 1/6" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13116"LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7116" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13116" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13116" LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ,&M. 13116" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/&' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL B. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). CAP GLASS TIDE TO P.O. BQX 1629 NOKOMIS, FL 84274 SWOO I NTS I i + 11 1 4040 20 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS ............ 2 DESIGN PRESSURES ELEVATIONS..._ ................ 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS ............ 6 PARTS LIST ....................... 6 EXTRUSIONS .................... 7 CORNER DETAIL ......... ... 7 ANCHORAGE .................... 8-11 PRODUCTREVISED w—piyingwil6 ft Plmidn D.lding Cod. .. " _ " ` �,r0�.�`OgNSF .•.* �i 4:No 5870E ��_ Q�yO I OF (I : • Z i�O�'• . • FLORI�� C�: iF88I014N L A. IQIMILLW P.E. FL P.E.# 68705 or 16,87,88 or 9: 1/2" NOM. GLASS BITE 1 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" NOM. 5/16" LAMINATED GLASS 1/2" NOM. GLASS BITE m or or 12" NOM. GLASS BITE O ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. EXTERIOR INTERIOR (ALL SECTIONS) 3/1F ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 12"NOM. GLASS BITE 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 118" ANNEALED OR HEAT STRENGTHENED GLASS 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 7/16" LAMINATED AIRSPACE AIRSPACE 1/8" ANNEALED OR TEMPERED GLASS © 1/B" TEMPERED GLASS& 13/16' NOM. 13/16" NOM. 13/16" LAMI IG GLASS W/ 5116" LAMI 13116" LAM] IG GLASS W/ 7/16" LAMI D NO CHANGES THIS SHEET GLAZING DETAILS norms• 107NOKOHN , FL 34 M P T - _ _ C CHANGED CAP CLASS TYPE TOTEMPERED FROM HS NOKOMI9, FL 39276 °e ADD rrEMszTos✓retaM,Lo.GLASS AA 6LAM/fGNGTE ro.eox,cse ALUM. SINGLE HUNG WINDOW IMPACT MW NOKOML9,FL34274 ViWblyBetar 914700 J.J. WW07 Full 2 m 11 404020 _ _ 7-1 VYNN MI(CF''�,. `�' • NG 56T05 uJ � •• s,1PSg OF •• Z� A. LILLIi�i; P.E. FL P.E.# 58705 III FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" TABLE 1. 76" 48" A,B,M +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 -60.0 60"A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M +80.0 •80.0 Z+810-80. +80.0 -80.0 +800 -80.0 +78.8 -78.8 +77.3 -77.3 +76.8 .75.063118" A,B,M +80.0 80.0 +79.8 -79.8 +T82 -78.2 +78.9 -78.0 +75.4UPT053118" C,D,E,F,G,H,I,J,K,L +80.0 -B0.0 +80.0 80.0 +00.0 -80.0 +eo.o 80.0 +80.0 80.0 +80.0 •80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ,.'�, BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 36 316" 44" 60 618" 63" 72" TABLE 2. 48" A, MA +60.0 •80.0 +80.0 .80.0 +80.0 -80.0 +80.0 .80.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0, 60" A,S.M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 .70.0 +70.0 .70.0 +70.0 .70.0 62" A,S,M +80.0 -80.0 +80.0 -80.0 +80.0 •80.0 +78.9 •70.9 +70.0 -70.0 +88.8 .68.8 +67.6 -67.6 63 lie A B,M +80.0 -80.0 +80.0 •80.0 +80.0 .80.0 +75.0 •71i.0 +68.0 -68.0 +66.7 •60.7 +65.6 $5.5 UPT0631/8" C,D,E,F,G,H,I,J,K,L +60.0 .80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 "O" MEETING RAIL HT. t "X" JH HT. MEETING RAIL t E- 'X q H CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX, WINDOW HT. Wl SASH ■ 76" FLANGED AND 76" INTEGRAL FIN) .O„ MINUS WIDTH GLASS TYPE 17118" 2211/16" 28 3118" 33 314" 39 6116" 4413116" 60 318" 6615/16" SASH 63118" _ D,E,F,J,K,L +60.0 -8D.0 +80.0 -80.0 +80.0 -00.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. ^X- ggSH A. 5/16" LAMI - (1/6"A,.090,1/8"A) FTL-4647, 4646, 4723, 4957 B. 6/16" LAMI - (1/8 A,.080,U8"FIS) FTL4647, 4648 C. 6116" LAMI - (1/8'HS,.09D,1/8"HS) FTL-0847. 4648 D. 7/16" LAMI - (3116"A,.090. 3/16°A) FTL-4645, 4685 E. 7118" LAMI - (3116"A,.090, 3116"HS) FTL-4645 F mw I ami-(A/1R"m non gma-wQi FT -4MS G. 13/115 LAMI IG -1/8" T, AIR SPACE, 6116" LAMI - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13116" LAMI IG -1/8" T, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-0845 I. 13/10" LAMI 10 -1/8' T. AIR SPACE, BMW LAMI - (11/8"HS,.090,1/8"HS) FTL-0840 e J. 13/16" LAMI IG -1/8" T, AIR SPACE, 7/18" LAMI - (3/16"A,.090, 3/16"A) FTL4649, 4850 _ K. 13116" LAMI IG - 1/8" T. AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16"HS) FTL-4649. 4650, 4958 L. 13/16" LAW IG -1/8" T, AIR SPACE, 7/'16" LAMI - (3l16'HS,.090, 3/16"HS) FTL-4649, 4650 IM. 13/16- LAMI I3. 1/8"A, AIR SPACE, 6/16- LAMI - (116"A,.090, 1/6"A)lb\ F1L-5W3 1 NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8" MINIMUM TO 38" MAXIMUM. H3 NOKOMIS,FL3496 IV °1F mr�PA.3p%7RS ALUM. SINGLE HUNG WINDOW IMPAC w)esTNOS NOKOMs,FL3K274 VidblyBuar � NTS 3 a 11 '�4040-20 REVISED will,Il,eFI.fib \UIIII/ (YNN .k : (yo. 58705 * WPLOR � SS10NA�- A. LY44%1 , P.E. FL P.E.# 68705 53 1/8" MAX. FLANGED WIDTH 52118" MAX. I.F. WIDTH 49 518" MAX. FIXED DLO (ALL) -11 D� 75" MAX. SEE OLD TAB j pry HEIFHT SEED ® TABL 78" MAX. 1 FLANGED SEE DLO 38 /16" HEI HT TABLE X j SASH SEE D (MAX.) HE HT TABL L 1 481/4" MAX. VENT DLO (ALL) B 76" MAX. I.F. HEI 3HT ® SEE � 78"MAX TAI FLANGED HEI HT 75" MAX — — A I.F. /� O �// / HEI HT 76 AX. FLANGED HEI �E NOTE 4 HT X j DETAIL B VIEW (STANDARD SASH) E.I I 76" MAX. E J HEI I.F, HT DLO j 3LE 0 78° MAX. FLANGED HEIGHT SEE DLO TABLE X j I SASH SEE DLO TABLE LLJ j SASH HEIGHT HEIGHT e DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C)ARE BASED ON A THREE OVER TWO FORMAT. NOKOMI6, FL 14215 — ALUM. F.O. BOXL34 arirearrt NOKOMI5, FL94274. Y/a161y Better 8F1700 SEE x DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2' 34 3116" B 41 5/8" 41 1/4" C 411/4' 407/8" D 52 5/8" 5211/16"' E 521/4" 52 6/16" SASH SILL HIGH SILL 341/2' 343/16" 27 7/16" 271/8" KLOW 27 7/16" 27118" 16 3/8' 15 3/4" 16 3/8' 153/4" v rrn r✓vrr unr�a. 4 d 11 4040-20 75" MAX. I.F. HEI HT FLANGED HEI HT �E N E4 the R.'ido " �XNN M///� •�Z�• VOENSE''•.� ' �.O'•., I ILA stAT OF ;• �'�Fss/ONAL,� A. LY(JtOMIIllIll I<�, P.E. FL P.E.# 68705 � I l F�:: MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT INSIDE NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1)6" FROM EACH SIDE OF SASH. INSIDE I --MAX. VENT DAYLIGHT OPENING I I 1 I i M- ME IC l 1.SRE-11 OUTSIDE �-�--MAX. FIXED LITE DAYLIGHT OPENING r MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE 47 2. 48 HIGH I L T30 LOW SILL HIGH SILL 48 LOW SILL HEAD 68 2.710"—�( ®I.F. FRAME IlII 53 I OUTSIDE � I 52 (LOW SILL) (HIGH SILL) SEE NOTE ABOVE 54 ULTRALIFT 12 ONLY rll Eg IFT 12 ONLY ONLY ALTERNATE HIGH SILL SECTION C-C THIS SHEET SECTIONS 11%rECHNOLOOY DNNE THIS SHEET NOKOMI3. FL 3'. >au 'ONSS CONSOLIDATEBAL. COMPONENTS P.O. eqx 132e ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMIS, FL 34274 V ib& Bettor sawe O1 . sHrrMd H Half 5 a » 4090-20 NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9110,11,15,1E ith the Florida tarn LYN.N M14�''�,� ON,....... c� �"OEN3F. Nopp58705 STATE OF Z PLORN \ A. LY(MIMILL&IY,tP.E. FL P.E.# 58705 ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRPM HEAD 612225 2 1155 #6 X 1.000 QUAD PN. SMS 701 POA 3 4003C FLANGE FRAME BILL (LOW SILL) 612226 5 1828 . ADHESM3 OPEN CELL FOAMPAD 7PA)1626 B 4004 FLANGEFRAMBJAMB 612227 7 4025 SASH STOP 012244 B 1 4025 ISASH STOP (EGRESS)1,126 LONG 612244 4029 SPIRAL BALANCE, W, 618", OR l l/W 10 1080 BALANCE COVER 30'OR610" OBALCVRO16 11 98X.750 PH. PN.SMS 7634AA 12 BALANCE BOTTOMIBRACKET 78ALTBKT 13 1085/1066 SASH TOP GUIDE 42504 16 #8 X I PHILLIPS FLATHEAD S. STL 78X1FPAX 16 1080.1 BALANCE COVER,11110" 6BALCVR670 17 4063 SASH STOP COVER 64063 18 4029-1 SASH BRACKET 7ULBRKT 19 #8.32 X 1l2" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FD(ED NEBTINO RAIL 84054C 23 40086 BASH TOP RAIL 64006 26 1235 WSTP.,.170 X .2 0 K. FIN SEAL 67816S 26 1096 SWEEP LATCH 71006 27 1016 #8 X.6 5 PH. FL. SMS 7058 26 4007 SA8HBOTrOMML (LOW SILL) 812230 30 1226 WSTP., BULD VINYL 6T 249 31 4009 SASH BIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 3S 1822 LAM SETTING BLOCK 3/32"X25/84"X1" 71822K 38 1052 LAMI IGSETTING BLOCK I"X3/4"X1/10" 71052K 37 1224 VINYL OL& BEAD BULB IC 6TP247W,K 38 1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248K 41 40308 -05-21 G , 6116 LAM. GLASS. 640398 42 4044E GLAZING BEAD, 6M6 LAMI WIGRILL KIT 644703 44 4222A GLAZING IB 116" LAM 84222 45 985C GLAZING BEAD, 7/16" LAM WIGRILL KIT 6985 48 4087 GLAZING BEAD,13118" LAM I.G. 04067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 60 4074B FRAME, I.F. JAMB 04074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 63 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 64 2740 SILL LATCHEGRESS (HIGH 81LL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 66 1630 SCREEN CORNER KEY WIRINGS 71680 67 1631 SCREEN -CORNER .KEY W/OUT RINGS 71631 68 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DNA FOAM 01624K P.O. BQX I6IIB NOIWMI9, FL3�774 ITEM DWG.# DESCRIPTION PGT# 60 1635 SCREEN SPLINE-,135DIA HARD 61635K 61 SCREEN CLOTH 611818 63 605 GLAZING. CHANNEL(.B8SX.500) 6533402 64 1161 #6 X 1.000 PH. BUGLE TEK 708X1 67 GLAZING TAPE,1/16 X i2.7116 LAM 620V1510 68 4051A SASH BOTTOM RAIL (HIGH SILL) 04051 69 4060A FLANGE FRAME SILL(HIGH SILL) 84050 70 SILICONE, DOW 898.995 OR EQUIV. 60 A GLASS, 5116" LAM, (I18"A.090 PV13,1IVA) 81 B. GLASS, 6/16" LAM, 0/8"A.090 PW,118"HS) 82 C, GLASS, 5/18" LAM, 118"HS,.090 PVB,1/8"HS 83 D. GLASS, 7/16" LAMI, 1/8"A•090 PVB.1B" 84 E. GLASS, 7116" LAM, (1!8 q.090 PVB,1le"HS) 85 F. GLASS, 7/76" LAMI, (116-HS,.090 PVB,11" HS) BB Q. GLASS,13/16" LAM I0;1/6'T, AIR SPACE, 5/16" LAMI, (1/8"A.090 PVB,1/8'A 87 H. GLASS,13/16" LAM IG;1/B'T, AIR SPACE, 5116"LAMI, (1/B"A•090 PVB,118"HS 88 L GLASS,13116" LAM IG;1/6'T, AIR SPACE, 5116" LAN, (1/8"HS,.090 PV8,1l8'HS) 89 J. GLASS,13116" LAMI 10; 1/8"T, AIR SPACE, 7/16" LAM, (3116"A.090 PVB,3/16"A) 90 K. GLASS,13/16" LAMI IG;1/8'T, AIR SPACE, 7/16" LAN, (3/16A.090 PV8,3118"HS) 91 L. GLASS.13/16" LAM 10; INT, AIRSPACE, 7/16" LAM, (3/16"HS,.090 PVB,3118"HS) 92 M. GLASS, 1 16' % 1 " 116" (1!8" .0 P.VB.1B"A) 2.784 1 30 08 47 FRAME, I.F. HEAD ® #4071A,6063-T6 ®48 FRAME, I.F. LOW SILL #4072A 6063-T6 2,374- 2.1, 1 HIC NOS THICKNESS FRA ME, AME, I.F. JAMB FRAME, I.F. HIGH SILL ® #4074B,6063-T6 AS94073A, 6083-T6 (USED AS RADIUS TOP HEAD) B"� I BEnon I NTS I_ 6 m 11 I 4040.20 BE yNa g* 5 W 11 W 1°b F Z` ,A ZE IFSSIONP A. LY�IIJ MNLF9h P.E. FL P.E.# 58705 I�-2.704 •— l 1.363 1 .062 O FLANGE FRAME HEAD #4002A, 6063-T6 1.749 2.710 .062— F�l O FLANGE FRAME JAMB #4004. 6063•T5 (USED AS RADIUS TOP HEAD) Q I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 Of 47 1 Z II Q I.F. FRAMEQ 1� n II .osz 2.830 �0 1 6or50 L1�2.784---� O FLANGE FRAME SILL (LOW) I WELD #4003C, 6083•T6 6 Or 50 ALONG SCREW SEALANT OR GASKET BOSS (2) �1.513 738 .082 1 I AT HEAD AND SILL .490 .Oqp I 1+1.451�T L VIEW D-D VIEW E-E t (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) OSASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION 17 #4025, 6063-TS #4053, 6063-T5 _ _ r.060 •-1I�_{1y.-3�4�z � I--2.279� .062 �!W 2.155 n7'117 .062 21 FIXED MEETING RAIL 23 SASH TOP RAIL #4054A.6063HD-T694006C,6063HS-T6 3.446 I-F-2.784 �{ 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 --►I 1.165 [-- II T IPL� .676 2326--+1 1.096 U'-i-�---►I—T 7 .062 1•349 GLAZING BEAD, 41 #4039B, 6063 T5 1.979 .062 O SASH SIDE RAIL 31 #4008, 6o63-T6 28 SASH BOTTOM RAIL(LOW) 44007. 6063•T5 —2.326--1 J 8 .052-ET 68 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 NOKOMIS, FL34275 P.O. eqx tsze NOICOMI3, FL34274 O5� 678 1.096 ��SS 11--��►I� T 44 GLAZING BEAD 7/16" #4222,6063-TS .050—►1� 1.115 1 —1 45 GLAZING BEAD, 7/16" 0986C,6063-T5 (USED W/ GRILL KIT) � .678 .050- 1.096���� GLAZING BEAD, 5/16" PRODUCT 42O 7i40446, 8063-TS as camplYb (USED W/ GRILL KIT) Acceptance i 050 1.097 46 GLAZING BEAD, 13/16" IG #4067, 6063-T5 EXTRUSIONS & FRAME CORNER DETAIL �— ALUM. SINGLE HUNG WINDOW, IMPACT SZib&Better — —1 sumo Hal/ 7 a 11 404020 tlllllll 01 vYNN 44/( go, 58705 -.0 . to I°��( r /u- TAIE OF :' Z ,SSIONAL`� A. LYNNMILi2k,'P.E. FL P.E.# 58705 ANCHOR QUANTITIES FOR III FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 28.603 34.603 1 40.603 1 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: p t�lNC1TU`�NU�U`�1`1NU�U`J�NU�cg`3�N��UNNU-Pi`�NU-cgNNU�U U U zq p U U p U U p U U p U U p U U p U U p U U WINDOW WIDTH GLASS TYPE 19.125 C,D,E,F,G, H,I,J,K,L 1 1 21 1 1 1 11 1 1 211 1 1 1 222122222222222222222222222222221 1 1 1 1 _1 1 1_ 1_ 1 1 1 1 1 1 1 1 1 2233 1_ A B,M _ 1 1 2 _1 1 1 1 1 1 1 1 2 1 1 1 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1_ 2 2 1 212 1 2 2 1 2 2 1_ 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 3 3 24.000 C,D,E,F,G, H,I,J,K,L _1_ 1 21 1 11 1 2 _1 1 21 _1_ 21 1 222122 1 1 1 2 1 22 _1 222 _1 2 1 222222 1 1 1 2 32222232223 _1 _1 _1 1 1 1 33 1 2233 1 A,B,M 1 1 2 1 1 1 1 1 2 _1 1 2 1 1 2 1 1 2 1 2 2 1 1 2 _1 2 2 1-1� 2 2 2 2 2 2 2 2 2 2 2 2 2 3 1 2 2 _1 2 2 _1_ 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 11 32.000H,I,J,K,L 121 222231 2 2223 222323232223332233343233343344 11 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 C,D,E,F,G, 1 1 1 1 2 1 2 J22�22 2 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 221 _1 2222 _1 31 22323222323232323 _1 _1 34233334 333435 334A,B,M 1 1 1 1 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 6 3 3 4 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 221 2222 322232322324f23 _2 33 _2 342334353334453344 A,BM - 2 2 2 2 2 2 2 t2232323 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 3 2 3 2 3 2 4 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 5 3 3 4 4 PSF 79 44.000 C,D,E,F,G, H,I,J,K,L 2 2222222 2 2 2 32223232233242333342 2 2 2 2 2_ _2 2 2 2 2 33334233435 2 2 2 2 2 2 3334453445 2 2 2 2 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 4 2 3 3 4 3 5 3 3 3 4 4 S 3 4 4 5 PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2b23 2 2 2 3 2 2 3 2 2 48.000 H,I,J,K,L 2222222322233423333 334 34 35333435334546 3455 A B,M 2 2 2 2 2 2 2 2 2 M42 2 2 L34 2 2 3 2 2 3 2 2 2 2 2 22 2 2 3 2 22334233 3 3 4 3 4 35 3 3 _2 3 4 3 5 3 3 4 5 4 L6 3 4 5 5 PSF 72 79 79 C,D,E,F,G, 2 2 2 2 2_ 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 _3 53.125 H,I,J,K,L 222222232223342334 3423343433343533444634454iai A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 4 3 3 3 4 3 5 3 3 4 4 4 5 3 3 4 6 4 6 3 4 4 6 costae J.J. HEFT -- - - — - -- -- --- ANCF 1a7NOKOMI . OGYFL34 DRIVE HEET NOKOMIS, FL8427S a� !TASLEAN0 NOTES.bcxr ALUI � iAN Q IS RE97R/CFED BYSIZE P•4 BQX 1629 avwaweee NOKOMIS, FL 34274 1?stb/y Batter SM00 8 d 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3-412 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD-161/2" MAX. FROM TOP CORNERS JAMBS -17 1/2" MAX. FROM TOP CORNERS 15'. MAX. FROM BOTTOM CORNERS W MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1"LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR TH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. It, TABLE KEY: MAX. PSF HEADRODUCTREV]SB[ (DP LIMITED) %23 JAMB ABOVE MTG. RAIL complyiog with the u0ding Cod. cceptanc. No� (" ti. I JAMB BELOW "ieml ado product' MfG. RAIL (FULL DP) I I u u u HEADqw JAMB ABOVEMTG. RAILB —_ BELO= •Ir : 1yo.581 MTG. RAIL — u bl ' lU O FLOFN, SSIONP� VINDOWS IW, IMPACT , A. LY�I<4M IL'Ilk1i, P.E. a." 4040.20 D FL P.E.# 68705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE:—_29.655 37.155 44.655 1 62.155 59.655 67.165 74.655 76.000 ANCHOR TYPE. ❑ "/O NggN0 5 0 z U U zm0 -ONONO'-Or�iONO�ONONO`—Oc�iONO'-ONONO�Oc�iONO�Or�iON0 U ❑ ?r U z U U Zm0 U ❑ U z O U zm0 U ❑ U z U U Zm0 U ❑ ?� U Z U U Zm0 U ❑ 3 O z U U zm0 U ❑ U z U U zm0 U ❑ U z U U Z 0 U WINDOW WIDTH GLASS TYPE C,D,E,F,G, H,I,J,K,L 1 i11 1 1 1 1 1 1 2 22 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 219.125 1 1 1 1 1 1 2 2 2 1 _______ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - 3 2 2 23 2 3 22 2 3 2PSF 79 1111 C,D,E,F,G, KIJ,K,L 1 11 1 1 1 1 11 1 22222222 1 1 1 1L22 22222232322232 1 1 1 1 1 1 1 322232322232 1 124.000 A,B,M 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 2 11 2 2 2 2 1 2 2 1 3 2 1 3 2 1 2 2 11 3 2 3 2 11 2T 3 2 _11 3 2 2 2 1 3 2 PSF 68 77 32.000 C,D,E,F,G, HI,J,K,L 1 111 1 111 1 1 222 1 222? 1 1 3222233333 1 1 1 2 1 3233332233433243433243 1 1 1 1 1 1 1 1 1 1 A,B,M 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 3 J21 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3 1 2 2 1 3 3 1 4 3 1 3 2 1 4 3 1 4 3 1 3 2 1 4 3 PSF 591 1 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 11 1 111 22f22 222 32223332233333343333233433243443243 ABM 1 1 1 2 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1 1 1 1 12 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 PSF 54 79 62 79 40.000 C,D,E,F,G, H,I,J,K,L 2 111 2 1 2 11 2 2222222 2 2 2 32233 2 2 2 332233433343333343443343 2 2 2 2 2 2 2 2 2 2 2 2 4433 2 2 33 A,B,M 2 212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 41313131413 _2 ?J 3 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H.1,J,K,L 2 111 2 111 2 2 222 2 2223322233344 2 2 2 2 2 2 2 3343443343443343443354 2 2 2 2 2 2 2 2 2 2 ABM 2 2 2 2 2 2 2 2 k 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 2 3 3 3 41413131413 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 PSF 45 74 51 74 79 78 48.000 C,D,E,F,G, H,I,J,K,L 2 111111 2 2 2 222222332233343333444433 2 2 2 2 2 2 2 2 3 2 2 2 44444354444354 3 2 2 3 2 2 ABM 2 2 2 2 2 2 2 2 2 2 2 2 3 k 2 2 2 3 2 2 3 2 2 1 1 1 1 1 1 2 2 2 2 2 2 3 3 2 2 3 3 3 4 3 3 3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 4 4 4 3 5 4 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3_ 2 3 53.125 H,I,J,K,L 111 1 11 22222233333344 334444334444 3344554 354 _3 5 54354 A,B,M 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 3 2 3 1 1 1 1 1 1 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 4 -4T 3 3 4 4 4 4 3 3 _2 4 4 _3 5 4 4 3 5 4 5 4 CHANCES THIS SHEET P.o.egxtsxe NCKOMI9,..V4 ALUM. SINGLE HUNG SH700 I NTS 1 9 + 11 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX ® 3-912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 112" MAX. FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ®SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF ®NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX R mplying with the f7oridn JAMB ABOVE 3 3 iiding Cede mnceI 1-101 No MTG. RAIL pit o JAMB BELOW MTG. RAIL flaW edoPmAeelContm nrlw ABOVE q22 `JAMB O.�G'MTG. RAIL k JAMB BELO` Ko.58j05 It MiG. RAIL = CL 1 i�Q� •.,. SFLOP�QP. �i9: YARD VIEW W, IMPACT A.LYNNMILIEIY;tP.E. row rk 4040-20 D FL REA 58705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD & JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 60.382 55.925 ANCHOR TYPE: ❑ N O 0 N Z U�U� 0 Z ❑ N O o N Z U o Z 0`4 ❑ �L O 0 N z 0 0 �., z 0� ❑ M O 0 N Z U 0 z ON ❑ N O o N z U�U�3 o z ❑ M O 0 N Z U 0 Z UN ❑ F? O N Z U o ,.. Z U�� ❑ O 0 N z U 0 z U WINDOW WIDTH GLASS TYPE 19.125 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 7 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 _1... 1 1 1 2 1_ 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D,E,F,J, K L . 1 1 'i 1 1 1 jit 1 2 2 3 1 2 1 3 3 ---- 3 3 T- 3 1 -T- 2 1 3 1 4 1 .-- 3 1 4 1 "--- 4 1 — 3 1 -- 4 1 — 5 1 ----'- 3 1 5 PSF 79 37.000 D,E,F,J, K,L1 1 1 1 1 1 2 2 1 2 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 15 2 5 1 4 2 5 PSF 79 79 79 79 40.000 D,E,F,J, 2 2 2 2 2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 i 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 K,L 1 1 1 2 2� 2 3 3 3 4 4 a a 3 5 4 3 5 5 4 5 5 4 8 PSF 78 79 70 79 79 71 79 73 76 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 K,L 7 1 1 2 2 2 3 3 3 4 5 4 5 5 4 8 6 4 6 6 6 8 PSF 71 79 63 71 79 64 74 66 T77- 6969 53.125 DE,F,J, 2 2 2 2 2 2 3 2 2 3 3 2 3 3 2 3 3K,L 1 1 1 2 2 2 3 3 3 4 6 4 5 6 5 8 6 5 7 6 1 5 7 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATEm2l 15.776 18.776 21.776 24.776 27.776 30.776 31.10B ANCHOR TY ❑ in0 g U z N O o-8 U zno O N g O z N O u'8 O z•';O ❑ N !J z�zmo N O o U O ❑ N O N z c` O zw0 8 ❑ O N z f'i'8 o 21?O ❑ N U N Z 8 ❑ z,q0 . O a ❑ N g O N z 8 U z ' O 8 WINDOWN WIDTH 19.1252 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.0002 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.0002 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.00079 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 1 3 4 68 78 -5-7-3-1-4. 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 63 72 79 4B.000 2 2 2 3 2 3 4 3 3 4�14 4 3 4 5 3 4 5 3 4 53.125dkd 58 68 72 2 2 2 3 3 3 4 3 4 45 3 4 5 3 5 5 3 5 la 7111 I 0 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS 2 -1/4" ELCO SS4 CRETE-FLEX 3-#12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD-181/2" MAX. FROM CORNERS JAMBS -17 W" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX BELOW MTG. RAIL 15" MAX. FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE B. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8" MIN. TO3B" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMBED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL 'O TECHNOLOGY DRIVE • •••••• •••• •' •-- -• • •-•• •-, . NOKOMIS, FL 3W3 �` F.O. epx 1929 — ALUM. SINGLE HUNG WI N0KOM19.FL34271 lUQlB—,— SN700 NT$ 10 • i1 (FULL DP) HEAD 2 JAMB ABOVE 4 MTG. RAIL I RODUCI'RSVISflD e wmPLTCld' .Ft` O ` uilding y / TABLE 8. KEY: �wwbcwm'.l MAX PSF pnuml (DP LIMITED)r 112 JAMB BELOW 2 ItlllLll" �I IYNN 4.AZ MTG. RAIL `.•� FULL )LPI 55705 JAMB BELOW 2 MTG. RAIL = -.O .•, !. /o cl ram` "A '•. GTA7 OF ;' ';0t�' •., F10110' 0 /l, &/0NAl- j, A. LYNIVI11 P.E. FL P.E.# 68706 :USTOMVIEW VDOW, IMPACT s..•aw 9." 4040.20 D 1 1!4" MIN. 1/4" MAX. SHIM—�•�( �-- . iL 3.35 KSI MIN. CONCRETE OPTIONAL 1x , WOOD BUCK • C (SEE NOTE 4) EXTERIOR INTERIOR ALL HEAD AND SILL DETAIEL�) CONCRETE ANCHOR (SEE NOTE 1 & 3),& 2x WOOD BUCK I &(SEE NOTE 4)� '.• 1 3/8.. MIN., 114"TAPCONAl -; •t•314" MIN., 1/4" CRETE-FLEX V4" MAX. SHIM 1: FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3W. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 & 3)® 1/4" SS4 CRETE-FLEX. F H AN H W MU HAVE DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE LYA 1 3/8" L MIN. I- 114" MAX. SHIM CONCRETEMEETING FH BELOW MEETINGG RAIL. (SEE NOTE 1 & 3) 3. LAT EAD C ORS, HERE REQUIRED, ST #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" 1 3/8" I Q THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. — S. FOR ATTACHMENT TO ALUMINUM: UMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE 1/4° OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT MAX SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2CO3.8A (SUPPLEMENT 2C05). WOOD ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2 & 3) lv 3.35 KSI MIN. CONCRETE INTERIOR OR 1.6 KSI MIN. CMU (ALL JAMB DETAILS) —2 EXTERIOR ix, BUCK OPTIONAL WITH 4),& � ' 2x WOOD BUCK SUBSTRATE (SEE NOTID CONCRETE (SEE NOTE 4)® lu DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" MAX. SHIM _ 131"DIA. MIN. x 2 1/2" NAIL, AT CORNERS AND 5" O.C. IlnlBnlu(ulNl(� IIIIII�IIIIIIII DETAIL F, (HEAD) FRAME FRAME 131" DIA. MIN. x 2 112" NAIL, AT CORNERS AND 6" O.C. L L.131"DIA. MIN. x 21/2" NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) TYPICAL INTEGRAL FIN ANCHORAGE is TECHNOLOGYONNE NOKOMIS, FL34276 P.O. BOX 1628 NOKOMIe, FL 94274 1/4" CMAX. SHIM DETAIL G, (SILL) ANCHORAGE DETAILS ALUM. SINGLE HUNG V Vtrib(y Better sn7oo NTS I 71 11 Florida FRAME 1111I11 0 .. �• ti,(O'•�wGOENgF R i k : No. 58705 �i Oj� •''• SIA FI •_�: V,, IMPACT SIONXLoll r� x.• A. LYNN MILLpf`t; P.E. 404O20 D FL P.E.#58T05 Florida Building Code Online r r Page 1 of 4 n FlorUa Depa(Cimntd BCIS Home Log In ; User Registration Hot Topics Submit Surcharge € Stats & Facts j Publications FBC Staff k BCIS Site Map i Links Search Busines Approval USER Publics Professi U I User .Regulation Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL243-R15 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 11/27/2013 Date Validated 12/02/2013 Date Pending FBC Approval Date Approved 12/09/2013 Year 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqu3 mwFvZ3 5 V... 12/20/2013 Florida Building Code Online Page 2, of 4 Summary of Products FL # Model, Number or Name Description 243.1 CA-640 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 12-1218.12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 12-1218.12.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.2 CA-740 Fixed Aluminum Fixed Window used with Casement/Awning Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11111803.odf Approved for use outside HVHZ: Yes FL243 R15 C CAC 12-1218.11.odf Impact Resistant: Yes FL243 R15 C CAC 13012927.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other, Please see the Miami -Dade County Notice of 04/11/2018 Acceptance (NOA) for product performance information, Installation Instructions anchorage details, and anchor type, size, and spacing FL243 R15 II 12-1218.1l.odf information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.3 PW - 220 (Non -Impact) Prev. F-6000 Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.14.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 11-1114.14.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.4 PW - 520 (Large Missile Impact) WinGuard Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13-1009.04.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/08/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13-1009.04.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.5 PW - 620 Aluminum Fixed Window (formerly 701 NI) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050204.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050204.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.6 PW - 720 Aluminum Fixed Window (formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050203.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050203.odf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5 V ... 12/20/2013 Florida Building Code Online _y `�. Page 3 of 4 243.7 PW - 820 Aluminum Fixed Window (formerly 701) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 13050203.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/19/2019 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 13050203.1)df Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.8 PW-2720 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.19.Ddf Approved for use outside HVHZ: Yes FL243 R15 C CAC 11111803.Ddf Impact Resistant: Yes FL243 R15 C CAC 12101702.Ddf Design Pressure: N/A FL243 R15 C CAC 13012927.Ddf Other: Please see the Miami -Dade County Notice of Quality Assurance Contract Expiration Date Acceptance (NOA) for product performance information, 08/11/2015 anchorage details, and anchor type, size, and spacing Installation Instructions information. FL243 R15 II 11-1114.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.9 PW-2820 (Large Missile Impact) Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11-1114.19.odf Approved for use outside HVHZ: Yes FL243 R15 C CAC 11111803.Ddf Impact Resistant: Yes FL243 R15 C CAC 12101702.Odf Design Pressure: N/A FL243 R15 C CAC 13012927.Ddf Other: Please see the Miami -Dade County Notice of Quality Assurance Contract Expiration Date Acceptance (NOA) for product performance information, 08/11/2015 anchorage details, and anchor type, size, and spacing Installation Instructions information. FL243 R15 II 11-1114.19.Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 243.10 PW-3020 (Large Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 12051605.13df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/16/2017 Design Pressure: N/A Installation Instructions Other: Please see the Miami -Dade County Notice of FL243 R15 II 12051605.Ddf Acceptance (NOA) for product performance information, Verified By: Miami -Dade BCCO - CER anchorage details, and anchor type, size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 243.11 PW-3020 (Small Missile Impact) Architectural Systems Aluminum Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL243 R15 C CAC 11111803.Ddf Approved for use outside HVHZ: Yes FL243 R15 C CAC 12-1114.05 sm.Ddf Impact Resistant: Yes FL243 R15 C CAC 13012927.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: Please see the Miami -Dade County Notice of 04/17/2018 Acceptance (NOA) for product performance information, Installation Instructions anchorage details, and anchor type, size, and spacing FL243 R15 II 12-1114.05 sm.Ddf information. Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 1940 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 mail. 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu3mwFvZ3 5V... 12/20/2013 Florida Building Code OnlinrPage 4 of 4 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- 0 ®® M CeeditSArFE http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDqu3mwFvZ3 5 V ... 12/20/2013 1 MIAMI•DADE MIAMI-DADE COUNTY, FLORIDA ® PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) �mw.miamidade.gav/ecgngmi' PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 701/ 720/ 820" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines", sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade Comity, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 11-1110.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-720-820, titled "Series Fixed Window Installation Guidelines', sheets 01 through 10 of 10, dated 07/14/03 with the latest revision dated 07/01/13, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL -3835 and FTL-3850, dated' 07/18 and 31/03, all signed and sealed by Joseph C. Chan, P. E. (Sitbinifted under previous NOA No. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 04/29/13, signed and sealed by Anthony L. Miller, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami --Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gascoh, P. E. Product Control Section Supervisor NOA No.13-0502.03 Expiration Date: February 19, 2019 Approval Date: July18, 2013 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Iue. for their "DuPont Butacite® PVB Interlayer" dated 04111/13, expiring on 12/11/16. 2. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring- on 01/14/17. 3. TREMCO Part No. TR 14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option II exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property —Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, issued by manufacture, dated 04/29/13, signed and sealed by Anthony Lynn Miller, P. E. 2. Statement letter of no financial interest, issued by manufacture, dated 04129/13, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Report No. FTIr7212, dated 03/21113, signed and sealed by Marlin D. Brinson, P. E. 4. Proposal issued by Product Control, dated 07/26/12, signed by Jaime D. Gascon, P. E. 5. Laboratory compliance letter for Test Reports No.'s FTL -3835 and FTLr-3850, dated 07118 and 31103, all signed and sealed by Joseph C. Chan, P. E. (Submitted wider previous NOA No. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 11-1110.15, issued to PGT Industries for their Series "PW 701 Aluminum Fixed Window - L.M.I." approved on 02/02/12 and expiring on . 02/19/14. Jaime D. Gascon, . Product Control Section Supervisor NOA No. 13--0502.03 Expiration Date: February 19, 2019 Approval Date: 3uly18, 2013 E-2 � J I 1) THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVIM. 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ. THE OUTBOARD LITE (CAP) MUSTTEMPERED. 3) FOR MASONRYAPPLICATIONS IN MIAMI-DARE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4)ALL WODD BUCKS LESS THAN 1-W THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2XARE 1-12'THICKOR GREATER. IX AND 2X BUCKS (MEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR), 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORSSHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) MAX 1/4• SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 7) DESIGN PRESSURES A NEGATIVE DESIGN LOADS BASED ON STRUCTUR UJCYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1306-09. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURAL/ CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300-09. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33.1W. STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9)REFERENCES: TEST REPORTS FTL-3835,3w d7212; ELCO ULTRACON NOA; ELCO CREEFLEX NOA; ANSOAFdPA NOS FOR WOOD CONSTRUCTION-(2005) AND ADM ALUMINUM DESIGN MANUAL - (2005). 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIES USES AN SG INTERLAYER. THE 720 AND 820 SERIES MAY ALSO BE REFERRED AS THE 701 SERIES 46' TIP -TO -TIP WIDTH 4Y BUCK WIDTH _ 44-11WVISIBLE LIGHTWIDTH V MAX SH ET6 i SMEEB I BUCK 1 SHEEI L HEIGHT 4 J— r------- 9z-1/4• -1—L tY MAX i VISIBLE 12•MAX O.C. LIGHT O.C. T— IF 1 off- HEIGHT I I r DESIGN PRESSURE RATING IMPACT RATING VARIES, RATED FOR LARGE dSMALL SEESHEETS 25 MISSLUEIMPACT RESISTANCE 48-RUCKYADTH 4"E CKVIIDTH +{ 457/4' VISIBLE UGHTY60TH 4S7/4' VISIBLE LIGHT WIDTH I - ,1 E.MAX F, SHEET e T MAK �D, SXEE7_1 HSHEETB G 1 I s cucEin ( E_SHE T7IB6' BUCK HEIGHT 93.1W VISIBLE LIGHT HEIGHT E,n T II 6• J LaB tY MAX. QC. S- '+DT7 Imo- lY�MAX O.C. 2- MAX -T H. SHEETS MAX SIIEE6- SHEETT O.C. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYR. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT) FIGURE 1: GUIDE TO SHEETS: tY O.C. SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING THE SHAPE IN ABLOCK MAX AND OBTAINING DESIGN PRESSURES FOR THAT SLOCKSIZE FROM THETABLES ON SHEETS 2- 6' 5. GENERAL NOTES.._._____.__.. 1 ANCHOR SPACING TO DE MAX FROM CORNERS AND 12.O.C. MAX FORALL CURVED FRAME ELEVATIONS--__....--.__1 � MEMBERS, SEE FGURE I. THIS SHEET. GLAZING DETAILS_-._._..._ 2-5 DESIGN PRESSURES.._____._ 2-5 Ir O.C. / WIDTH--i I"-' WIDTH +) I-•-WOTH �{ I'� WIDTH --{ INSTALLATION, FLANGE._...__._ 6 MAX. T r - - - - - -I 7- - - - -1 7' T- -T T r - 1 INSTALLATION, EQUAL -LEG-._ 7 i 1 1 INSTALLATION, WT. FIN A....._...8 I I / FE ( ( Fz t INSTALLATION, INT. FIN B......_._9 „J� / S2 CORNER ASSEMBLY...._............. 10 MAX = 1 _ i L J U-- WIDTH EXTRUSION PRO FILES....._._._._10 1 1PARTS LIST_.._.....-..._._.-10 I'- WIDTH +-I { - WIDTH +I TM -JIL T --'( TT-- -, ll( TI- , !E D -.1 l 1.: 1T J (�—WIDTH WIDTH --I ( -'MOTH +{ ( - WOTH �{ 03 T03 i wAill 1 93.1/4' VISIBLE LIGHT HEIGHT 86' BUCK HEIGHT Type Dx44KP11o0 s ®el 1 7/76'LeM Y76'An-.090'PVB-3'16'HSI 2 2 7118•LaM 3118'HS •.090'PVB-3118'HS 2 3 1-1l18'LtmI. IG 3118'T•7f1B'AV-3/16'An-.090'PVB-3/18'HS 3 4 I-1118'LamL IG 3/i6•T-7/16'Ail-3/16'HS-.090'PVB-3176'HS 3 5 7116-LAM 16-An-.09XED. 14 An 4 6 7118•laml3116'HIL 090'SG• W16' HS 4 7 1-1f16•LemI.103/16'T•7176'A8.3f76• An-.090'SG-3118'An 6 8 1-1/IVLemI.l03/16'T-7I78•AO-3f16•HS-.090-SG•3116'KS) 5 'SG•=-DUPONT19 SENTRYGLAS INTERLAYER-BY EI. DUFUNI DENEMOURS d CO., INC. M .S2 K 0 �- n O N n N alvD � d LL y Z LL �0 XN c W O v,u0 z mo V n� Op a Z p en o �Rz a.z 5 a W W o .5 lew5 O VJ O a Q z 3 z wws N w n O W LL z w as vlla 'a00 svya5 iL : 140. 58705 ; t G{'13 W •'• STA) F :•=W: ALYNNMILLER.P.E. Window Design Pressure (+/.,psf) for Glass Type I 711WLAMINATED GLASS STACK I 3/76' ANNEALED GLASS 4 71 USED AT CURVED FRAME MEMBERS ONLY 29 @ 11.71W O.C. MAX 1-3 EXTERIOR (LT 2D ��rr GLASS TYPE 7 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP CIMENSIONTO DETERMINE THE BUCKDIMENSION. 2) FOR SIZES NOT SHOWN. ROUND LIP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. Design Pressure (+I-, pso forGlass Type 3 ■�0Window �00�000�� 3) ruN Zto TEC-V wN. Nwnu _ iv HE SMALLEST wvwuvD OW SIZE IN THE TABLE AB 3) FOR ARCHITECTURAL WINDOWS, FlND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE' 1-1116' NOM. GLASSSTACK 3116- TEMPERED GLASS 7115' AIR SPACt USED AT CURVED FRAME MEMBERS ONLY C2£ ®11-718.O.C. MAX i-3 EXTERIOR a DUIENSION. COMPLETELY FIT WITHIN. )90' PVB INTERLAYER -3118' HEAT STRENGTHENED GLASS �-+— LONG SIDE GLASS SITE T SHORT SIDE 13 L f~ LONG SIDE SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. T116' �AMWATED GLASS STACK 3116'HEAT _ I SHORT I-- STRENGTHENED GLASS —�1 SIDE r 3116'ANNEALED GLASS —I- 090'PVB }I IHTERLAYER LONG SIDE — GLASS BITE 13 SHORT L— SIDE GLASS TYPE 3 P3 y > K a N ! 0 N N O O J O N W Z '�@ N n 5 Z LL ' LL W una0 IOU Om F' v 7 9N I—D go > O p O Z A00 o �zdz F n GI Q o N 6 W ® N Iea4S 81 Z O K3 1- O W Z T--s z a a � t0tu X ILL 411 w O 'xeD as sePoS 1LYNN C�:' JOENSF'••, .P � *' N.. 58705 - Tt S ATE IP •`CC/w� �� FS ..,COft10P.•����•` /S%NAI- E ` A. LYNN MILLER, P.E. P.E.060105 i Undow Design Pressure (+I� p5Q for Glass Types 2 & 4 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SAES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 1.1l76' NOM. _ 7N6`LAM)MATED GLASS STACK ,1 GLASS STACK � � GLASS STACKED I GLASS STACK INTERLAYER 3116' TEMPERED GLASS 3116'HEATSTRENGTHENED GLASS .090'PV3 3116' HEAT 311V HEAT STRENGTHENED GLASS 3116'HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7116-AIRSPACE A90' PVB INTERLAYER 4 11 11 S USED AT CURVED USED AT CURVED FRAME MEMBERS ONLY 29 61B' FRAME MEMBERS ONLY 29 618' 11-716' O.C. MAX. GLASS ORE ®11-718* O.C. MAX. GLASS STE 1 3 1-3 EXTERIOR EXTERIOR cj 20 13 a 22 21 13 GLASS TYPE 2 GLASS TYPE 4 TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG �— LONG SIDE SIDE T— SHORT SIDE L SNORT SIDE �— LONG SIDE -� SHORT SE ID L yY LONG SIOE 1 SHORT SIDE t' a N>�DornZ I LL EW XN c O I1UIU�U_ 1- Z m 2 0 C7 �N 0nt0 o ul !_• �> 00 o Z 0. Z O N F g W LL O M ® Z K I>ws O o LU Z q»s Z_ 3 2 fV GtOt !� X 1L onU w O �mo as s>„g "oNy Ik.YN N 1M��i� � � No. E8706 �.p SAE F :•_�: i�.CF •..FLORIOP••�G•�`� A. LYNN MILLER, P.E. P.EAN?06 i TABLE 5: Window Design Pressime (+I-, ps!) for Glass Type 5 7116'LAMINATED ---_I I_ GLASS STACK I 093( 3I16'ANNEAlEO GLASS _ USED AT CURVED FRAME MEMBERS ONLY Q 11-718' O.C. MAX 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WNDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. Window Design Pressure psQforG]ass Type 7 Elm EXTERIOR a 1 SIB' GLASSBITE F.--- LONGSIDE SHORT 20 13 SIDE GLASS TYPE 5 -L Imo-- LONGSIDE --►� SHORT SIDE L TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1.1116' NOM. GLASSSTACK 711WLAMINATED GLASS STACK SHORT HOE 3116-TEMPEb22 • 311WANNEALEDGLASS 7N 3116' ANNEALED GLASS .090' SG INTERLAYER LONG USEDATCURVED SIDE FRAME MEMBERS ONLY11-716' 5�, O.C. MAX GLASS SITE EXTEa21 ,3 � SHORT SIDE I-- r- GLASS TYPE 7 i) K DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. 4) THIS SHEET APPLIES ONLYTO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. LYNN Af/ *, D. ��.......... <<F ' No. 58705 '* 7 1 /3 Qom••,• STATE F A. LYNN MLLER, P.E. REA W705 i i Window Design Pressum(+[.,psQ for Glass TYPES 6118 NOT-NITMEIT-20m�ri��ririri������ 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT 1' FROM THE TIP -TO -TB' DIMENSION TO DEFERMW ETHE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION. 3) FORARCHRECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FTr WITHIN 9) THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED WINDOWS. TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR 1-1/16-NOM. HORIZONTALLY AS SHOWN. 7/16'LAMINATED GLASS STACK �L 7/16'LAMINATED GLASS STACK LONG SIDE GLASS STACK .090'SO WTERLAYER 3116'HEAT 3l1fi'TEMPERED GLASS I 3/16- HEAT STRENGTHENEDGLASS 3Nfi'MEAT STRENGTNENEO GLASS LONG SIDE r 3/16- HEAT STRENGTHENED GLASS STRENGTHENED GLASS 7H6'AIRSPACE .090-SGINTERLAYER SHORT 4 11 5 1t S� SSIDE USED AT CURVED FRAME MEMBERS ONLY 29 BlB. USEDATCLIRVEU S�, 11-7/9' O.C. MAX GLASS SITE FRAME MEMBERS ONLY 29 ®11-778' O.C. MAX GLASS SITE T 1J 1J LONG SIDE —�•-r TF+-- 1 I{ EXTERIOR (� 20 Y-• 13 EXTERIOR (� 22 r 21 13 SHORT 1 y I HOE I /P LONG SIDE GLASS TYPE 6 GLASS TYPE 6 L --LII I —J SHORT —I S1DE U7 Ol Y O J J 7 C Z Z W iri u- UU d W 0 n O XN 02 �. L=9 WArt uZu11 n> p0 o Z 0. Z .. Y N F 5 � (!1 LL o N ® LU laaVS 3 y a O z W cc wa s O �i a Z C. UJ as SPGNV. LYNN A���IENS �A -- ' No.68705 •7� x STATh I A. LYNN MILLER P.E. Pee W705 i EDGE 2X WOOD BUCKSTRIP OR FRAMING, SEE )NSTALLATION INSTALLATION DISTANCE NOTE 2, THISSHEET TYPE TYPE EMBEDMENT INSTALLATION TYPE A EMBEDMENT WOOD BUCKSTRIP, 1/4' MN( SEEE NOTE 2. THIS SHEETEET —7 .; � EMBEDMENT I SHIM T II TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, EDGE EDGE B SEE TABLE 8, THIS SHEET DISTANCE DISTANCE L1/4' MAX SHIM 1 ;WDMI NCHORTYPE, DMENT AND EDGE NCE PER SUBSTRATE, SEE TABLE 8, THIS SHEET USED AT CURVED 11 29 FRAME MEMBERS ONLY EXTERIOR _ Q 11-7/W O.C. MAX CONCRETEICMU'- PERANCHOR �_ BLELIGHTWIDTH= 6 D REODUIEll WIND OWBUCKWIDTH-23/ •, ',. ,•.. CONCRETE/CMU WINDOW BUCK WIDTH WINDOW EXTERIOR TIP -TO -TIP WINDOW WIDTH PERANCHOR BUCK HT REQUIREMENT 1!4'MAX SHIM � HORIZONTAL SECTION A -A Hroil VISIBLE SELF -DRILLING SMS LIGHT HEIGHT (G5), SEE TABLE T a THIS SHEET WINDOW BUCK HEIGHT- 2y4• INSTALLATION METHOD D INSTALLATION ANCHOR UNDERNEATH THE BEADING EXTERIOR 21 MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, 6 STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, n TABLE B,THIS SHEET Anchor SWatmla Min.= Dletence Min Embadmeni Mex C.C. Spacing 412 or 014410 SS Screw P.T. emhem Plno S = . 13 Aluminum, 608YT5 min. 718' 0.015W • 12' A365leol 318' 0.083• • 12' steel Slutl Dr.3] min. 3m' O.Ods' 18Da 1Y 012 er N14 Steel Scrow (GS) P.T. Soulhom Plne (SG=O.SS) BH6' 1318' 12' Aluminum, 6081T5 min, 718' 0.063' • 12' A38 Sle el SIceISIW,Gr.73rNn. 718' 3/8' 0.063'• 0.04Y(18 Go 12' 12' ll4' d10 SS CrelaFlex U. mooted CMU, (ASTM C90) 2-1/Y 1-114' IT Concmto (min. 3.35 kal) 1' 1314• 12' 114' Steel Nlracen Conerele mN. 2.85 kall 1' 13/4• 12' Concrola (min.2.85 kai 2-I/Y 1-3/8' 12' Ungrouted CMU, (ASTM G. 2-1/2' 1-1/4' 12' Grouted CMU ASTM C410 2-1/2• 13/4 12' SI78' Slocl Ullracon cancroto (Mn. 7.5 kal 1.1/4' 1314' 12' Grwted CMU ASTM P90 2-1/Y 1-Sld' 12' 111 SHIM _FIXWOMAX TT } • MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. SEWOOD 2. THIS SHEET 1 SEE NOTE 2, THIS SHEET CONCRETE PER EMBEDMENT'. - ANCHOR , INSTALLATION NOTES: ' REQUIREMENT _ 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. II EDGE INSTALLATION Y'� • • -ANCHOR TYPE, EMBEDMENT =En 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X•. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-12'. 1XWOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X-ARE 14W THICK OR GREATER. DISTANCE TYPEB _DISTANCE PER SUBSTRATE, SEE TABLE S. THIS SHEET INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BYAUTHORITY HAVING JURISDICTION. VERTICAL SECTION B-B 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. 4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. e u1 m Y D: o `v O (9 N v N aleo LU O K N W p J o Z DDD"11 rN LL pJ Z J e M.—I. o L) X N d Wa F- uZl m O v n O v > O (9 Z — o �z iz so g U- (- g LL O ® z Z O 5 0 ,-YS Z J Q H Z Z 0) O W z flaji X 3 :�,ta�?V10ENSt; C�aCP 'i * � No. 88705 71113. STA EOF ' 7SS.ONA4... A. LYNN MILLER, PZ PJ:A U705 EDGE DISTANCE INSTALLATION TYPEE < 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT WINDOW BUCK HEIGHT- 2-W4' 2X WOOD BUCKSTRIP INSTALLATION —ORFRAMING.SEE TYPE G NOTE2,THISSHEET EMBEDMENT EMBEDMEM j ..I_ —� MAx SHIM SHIM EDGE B DISTANCE ' IL �HI MA% SM SHIM TYP.ANCHORTYPE. .. n —EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLES THIS SHEET tX WOOD SEE NOTE 2. TYP. ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE. SEE TABLE 9, THIS SHEET INSTALLATION TYPE F EXTERIOR 'EDATCURVEO TAME MEMBERS ONLY 11.7/8' O.C. MAX , • -4. �• VISIBLE LIGHT WIDTH= 5 CONCRETEICMU ' PERANCHOR REQUIREMENT 114'MAX.SHIM 912 STEEL SELF -DRILLING SMS (04 SEE TABLE S. THISSHEET INSTALLATION TYPE H EXTERIOR MIAMI-DADE APPROVED MULLION 21 (SEE SEPERATE NOA), ALUMINUM, B STEELFRAMINGOR STEELSTUD, SEE SUBSTRATE PROPERTIES. TABLE 9,THIS SHEET 5 _1/4' MAX SHIM 1X W000 SUCKSTRIP. SEE NOTE 2, TMS SHEET CONCRETE PER NINDOW BIN Butt BUCK 4' WIDTH -2-3f WMOOW WIDTH �� HORIZONTAL SECTION C-C EMBEDMENT EDGE DISTANCE CONCRETE/CMU PERANCHOR REQUIREMENT Mcker SuSatnta Min. Edge Dlalenco �' Embedmvnl Maz O.C. SpacNO C12or014410SSScmw P.T. Sc m no 61H I� 12- ANnllnum 6063T5 min.0.0ST" 2- A30 Steel 318' O,OOY • IT Stee191ud, Or. 33 min. 31W 0.045 18 Get 17 912or 14SIcelS—(G5) P.T. Soull em Pine (SG-0.55) 9118' I-w 1T Al -bum, 608145 mh. 318, 0.06Y IT AM Steel 318' 0A53" IT Steel SIW. G. 33 mh 318' 0.045' 18 Get IT 1/4' 410 SS CreleFlaa Ulpmuled CMU, (ASTM CE0) 2-117 1-114' 1T Come,. (n1n 3.35 ka1) 1' I-aw 1T VP Steel Ulimeon Conant, min. 2.S5 WI 1- •J/4' 12 Cag.t. (m10. 2.85 k. 2-V7 IJw 1T U.g.e ed CMU, (ASTM 09O) 2-1/7 1-1W 12' Gmuled CMU STM690 2-11Y 1 14W IT S/18' SNCI UIImool Conemte(—. 3.5 ka0 1-V4' 1 - IT Gmuled CMU.. -CEO 2-1/2' I— 17 EMBEDMENT ANCHOR INSTALLATION NOTES: _ - REQUIREMENT _ 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION II` EDGE 2.WOODBUCKS DEPICTED ON THIS SHEET AS -IX', ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-If2•. 1XWOOD BUCKS ARE TYPE DISTANCE I •'TYP. ANCHOR TYPE, EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLYTO SOLID CONCRETE. WOOD SUCKS DEPICTEDAS'2X'ARE I-U7THICKOR GREATER. AND EDGE DI STANCE PER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING SUBSTRATE, SEE TABLE 0. THIS SHEET JURISDICTION. VERTICAL SECTION D-D 3. FORATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE W WDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM. b i M co ''^=B O !7 N Y o op 8 O� QN y K J J 7 z 9 z W N LE: (gyp W '^ n a W IU�U_ 0(— `� Z m O S� oo z z Lz g O z o r F © f~A IeaaS 5 c3 Z Q Z W elms Lu LL W D. ens =a=a aoy=s LYNN.. �1GENSS'•. N.. 587cs J5 '•. r W ; sTAT OF btf� NAL c? ` A. LYNN MLLER, PP. RE068705 TYP. ANCHOR TYPE, EMBEDMENT ANDEDGE EMBEDMENT DISTANCE PER SUBSTRATE - I SEE TABLE 10, THIS SHEET _ INSTALLATION TYPE 4 11 EXTERIOR UG 28 FF a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT^ WINDOW BUCK HEIGHT- 2.Y4' 21 6 INSTALLATION TYPEJ 2X WOOD BUCKSTRIP N2.THISSHEET SEE NOTEOTEFRAMING, THIS INSTALLATION INSTALLATION TYPE TYPE EDGE EDGE DISTANCE DISTANCE 1/4'MAX EDGE DISTANCE —►{ —�I SHIM N 2X WOOD BUCKSTRIP 2X WOOD BUCKSTRIP O OR FRAMING, SEE OR FRAMING, SEE NOTE 2, THIS SHEET NOTE 2, THIS SHEET 1!4'MAX TYP. ANCHOR TYPE, EMBEDMENT AND SHIM EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET 3 EMBEDMENT CURVED L E ME B E MEMBERS ONLY VB-O.C.MAX. EXTERIOR 11 I VISIBLE LIGHT WIDTH = b 1/4'MAX.SHD4 ---�•� f WW`DOW BU H-2-3/4' UCK WINDOW BBUCK WIDTH INSTALLATION HORIZONTAL SECTION E-E TYPE L W10 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10, THIS SHEET (}) 2X WOOD BUCKSTRIP p_q EXTERIOR OR FRAMING, SEE NOTE 2, THIS SHEET V ""MAX SHIM MIAMI-DADE APPROVED MULLION Jl- (SEESEPERATE NOA),ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES. TABLE 10.THIS SHEET Anchor Substrate Min. Elp gstence Max. O.C. S cl 2.1/2"x AIY Eox Nell P.T. SWihern SG=0.55 5116' 5' 2412' x .131' Common Nall 'Ell.. P.T. Southern Pl.. SG=0.55 3184 6' 2.12' x.14VRmffnq Nall P.T. Southern Pine SG=0.55 3/8' V #10 x 1' Steel ScroW P.T. Southem Pine SG=0.65 112' 6' 0.09W Aluminum, 6063-T6 min. 5116' 6' ItIV A36 Steel 6/16' 6' 0.045 18 Ga(i Steel SI W Gr. 33 6116' S' EDGE DISTANCE I INSTALLATION NOTES: TYP.ANCHOR TYPE, EMBEDMENT — EMBEDMENT A--- DISTANCE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOWEMBEDMENT AND EDGE DISTANCE LIMITS. SUBSTRATE. SEE TABLE 10. THIS SHEET 2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-12'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS'2X' ARE 1412'THICK OR OR TER VERTICAL SECTION F-F INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BYAUTHORITY HAVING JURISDICTION. 3. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. O m y N N pJ ,Q�, , c W. B N = W N LL P W xo/p 1F011 Z O °D 5 'ax ' I1UD m O � CD aiaa n> pZ �z a ❑ o F LL g O w F ®w uws g z O Z Q >Z � aFaS O> D, N N0 o W Z LL LL anB asa0 saws No. 59705 ' L( it � o STA E F j - A. LYNN MILLER, P.E. P.EA50T05 INSTALLATION TYPE MI FOR THIS INSTALLATION METHOD ONLY, ANCHORS MAY BE NO • MORE THAN 8' O.C. 4 EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LIGHT HE GMT WINDOW BUCK HEIGHT- 2-3/4' 2X W000 BUCKSTRIP EDGE OR FRAMING, SEE INSTALLATION TYPE INSTALLATION EMBEDMENT TANC SE NOTE 2, THIS BHEET 'FOR THIS INSTALLATION TYPE N EMBEDMENT METHODONLY, 114' MAX ANCHORS MAYBE NO EMBEDMENT SHIM * MORE THAN S-O.C. O /X WOOD BUCKSTRIP, SEE 2X WOOD BUCKSTRIP NOTE 2, THIS SHEET PRODUCT RENEWEDOR FRAMING, SEE 'r PII'b,gwilh Il. FlaAdc NOTE2,THISSHEET mtr ,a �1l4'MAX` � SHIM TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE11, THISSHEET TYP. ANCHOR TYPE, B USEDATCURVED I FRAME MEMBERS ONLY ®11-W D.C. MAX. TE, .T 3 EDGE �L_ DISTANCE O •`� , EDGE b DISTANCE b CONCRETE/CMU 11 PER ANCHOR REQUIREMENT 4 11 CONCRETE/CMU IU Y IS PERANCHOR > a N '•U8 T'� VISIBLE LIGHT WIDTH - REQUIREMENT �+ 114-MA)LSHIM WI NDOWSUCKWIDTH-2-3/4' C1 V O WINDOWBUCKWIDTH EXTERIOR N oto0 N INSTALLATION TYPE o UI I HORIZONTAL SECTION G-GVn Q 0 N;ii o Fe —FOR MANCHORS ORE THAN METHOD 6' BE O.C. OON , 812 STEEL SELF -DRILLING SMS (G5), SEE TABLE 10. S THISSHEET L'J """• ' - EXTERIOR S EMBEDME PER SUBSTRATE. DISTANCE PER SUBSTRATE, SEE TABLE 11. THI9 SHEET 5 r1/4'MA%SHIM SEE III SEPERAENOVEDMULWN —1L (SEE SEPEMING O STEE STUD, STEEL FRAMING OR BTEERSTUD. SEE SUBSTRATE PROPERTIES, INSTALLATION TABLE 11,THIS SHEET TYPE N IXWOOD BUCKSTRIP. d SEE NOTE 2 THIS SHEET AMhor SubcUata ail. . Msax.O^C. 012 ar014410 SS Som 8• 6• AlumWm 6063-TS min. JIB' 6'A36 Steel 318•" 8' Steel Stud• Gr. 33 min. 3/6• 6 Ga ' 6- 912 orW14 Steel&mtv(GS) P.T.SeuBemPim G-0.55 9/18'8' NMIhE.b�d­kedmonl 8' AluMn .6063-T5 min. 3/8'" 6' A38Steel 318"" 6' Sleet slltl Or. 33 mh. Will 8Ga '6'114'410 SS Cmt.Flex mmed CMU. ASTM O90 2-1lr4' 1r 1', IT 1/4'Steel Ulirecon Co Ir ,,hL 2.15 kM 1' 1.314' IT Ca—IIi mirt 2.85 ke1 2•112' 1Jf8' 1r Ungrolded CMU,ASTM C-90 2-1lr 1-1l4'. 1r Grouted CMU ASTM 090 2.1/r 1314' 1T 5116' Steel UlUaeon Q.rele mbl 3.5 ke1 14 1.N4' Ir G—.CMU ASTM G90 2.11Y iJf4' 1r INSTALLATION NOTES: 4ENf .,. 6. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS, 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11T. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS-2X'ARE 1.12'THICK OR GREATER. EDGE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING DISTANCE JURISDICTION. 3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME. VERTICAL SECTION H-H 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. I 90'CORNER FRAMEASSEMBLY 10 ALL CORNERS TO b I j USE GASNET ANO/ORSEALANT I I / f1 / I� 1NYl EQUAL-LEGFR FLANGE FRAME 30 ASSEMBLY DETAILS FOR FIN FRAMES 90'CORNER FRAMEASSEMBLY I � I 1 10 I ALL CORNERS TO j USE GASKET I I ,� AND/OR SEALANT ( � I r ' / EQUAL -LEG FRAME � FLANGEFRAME MITERED FRAME WITH INTERIOR I AND EXTERIOR FRAME WELDS 1 (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANT AT ALL CORNERS 30 Item # PGT Part# Descdptlon Materlal 1 4253C Flanged Freme Alum. 6063-16 2 4286 Equal -leg Frame Alum. 6063-T5 3 4258 Inlegral Fin Frame Al... 6063-TS 4 4266 711T Laml. Glass Beading Alum. 6063T6 5 4264 I.G. Glass Beadng Alum 6063T6 6a 4270 Nstalldon Fastener Coter Alum 606345 6b 4224 installation Fastener Cotes Rigid PVC 10 705890 Gasket (at 90' corner joints) Potyelhylene 11 TP24718 Vlnyl Bulb Weathersldp Flex PVC, Dum 65+1-1 13 13- 699, GE 7700 Silicone ar Equiv. 20 71652K Selling Black, Moo. 311V x 7116' x 4" Neoprene, Dim 85 +1-1 21 717MK Setting Block, I.G. 3116"1 l-V3Z'x4" Neoprene, Dim 65+1-1 22 DIRAK716 7116" DumSeal Spacer 2B 96 x 1414" FH SMS Stainless Steel 30 781PQX #6 x 1" Quad PH EMS Stainless Sleet ANGLED7CURVED FRAME ASSEMBLY IR (SHOWN) OR CORNER KEYS AT SCREW BOSSES. SEALANTATALL CORNERS 2.784 2.786 2789 094•—`-ILr— O06• calf .094' A74' r .062' 1.375' 1 •074 r 0�• I.375' 1 A74• r .062' 2. 1875' TT11 1 1 .478' } 500• .4JB' � �� 4�1�125 1A00' 1 600'—�Ifr— .050.,oaoa• ram--- .000.,aaae —1-1 ^RAMS n1 EOUALGEG FRAME i— FIN FRAME 3 94256, 6063-T5 1 .970' h+— .346- A7ST .875' hull `III}�II� T {� .1 �'�1Y'�— .057 .050' 7116" LAMI I.G. GLASS INSTALLATION O GLASS BEADING O 68 FASTENER#4270, #4255, 6063- 5G #4 54. 6 63-T5 6 63-T5ER i r Aral Consulting Engineers, Inc. Project : Donaghey Res. File 13612570 Subject 26.5Wx49.51-1, C & C Wind Loads Date : 1/0/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Desein Wind Pressure. p. Equation 30.4-1(ASCE 7-101 Components and Cladding Low -Rise Buildings P : gh[(GCp)—(GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp ; Figures 30.4-1 & 30.4-2 GCpi : Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Krt • Kd • V Z Where: Constant = Numerical Constant _ A•[(Air density lb/ cuft) /(32.2ft/sz)] •[( mi/h )(5280 ft/mi) • (1 hr/3600 s )] 2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft Occupancy Category = II Exposure Category = C a = 9.50 Z9 = 900.00 ft Basic Wind Speed = 170.00 mph Mean Roof Height = 25.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•( Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/7,g) A (2/a) for Z < 15 ft = 0.95 Krt = Topographic factor _ (1 + K1 • K2 • K3) Z Topography = None Krt @h = 1.00 Kd = Wind directionality factor = 0.85 qh = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26.6-1) Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 26.5Wx49.51-1, C & C Wind Loads Date : 1/912014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient GCpi Table 2611-1 5,000,000 1.00 0.18 -0.18 External Pressure Coefficients, GCp Figure 30 4-2 (roof) and Figure 30 4-1(walls) 400.00 26.56 0.30 -0.80 - 200.00 26.56 0.30 -1.20 ; -2.20 25.00 - 26.56--,- -0.42 -2.36 - -- -3.22 9.10 All -1.10 - 9.10 All ^- _ -1.00 1.00 -1.40 - --- Design Wind Pressure. p, Equation 30.4-1. v' 59.44 0.30 -0.80 0.18 -0.18 7.13 i 28.53 -58.26 -36.86 59.44 0.30 1.20 018 ` -0.18 7.13 28.53 -82.03 -60.63 59.44 0.42 -2.36 0.18 -0.18 14.29 35.69 -151.06 -129.66 59.44 1.00 -1.10 0.18 -0.18 i 48.74 70.14 -76.09 -54 69 59.44 1.00 -1.40 018 -0.18 48.74 70.14 93.92 - 72 52 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, p, Equation 30.10-1. Wind pressures acting on the roof overhang (soft pressures not included). 59.44 j -1.00 0.18 j -0.18 -70.14 j -48.74 1 59.44 -2.20 0.18 ; -0.18-141.48 •'-120.08 59.44 !T -3.22 0.18 -- --0.18 ---202.26 i---180.86 1 Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 26.5WA9.511, C & C Wind Loads Date : 1/4/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 26.5" Wide x 49.5"' High Edge Distance for Window: 24.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Design Pressures: p+ _ +70.14 psf. p- _ -76.09 psf. Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 36Wx103H, C & C Wind Loads Date : 1/J(2014 Location 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Desein Wind Pressure. a. Equation 30.4-2 (ASCE 7-10) Components and Cladding Low -Rise Buildings p : gh[(GCp)—(GCpi)] (Envelope Procedure) with h-<=-60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi : Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 3a3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V z Where: Constant = Numerical Constant = Y. • [ ( Air density lb/ cu ft) / (32.2 ft/sz )] •[(mi/h )(5280 ft/mi) • (1 hr/3600 s )] : = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft Occupancy Category = II Exposure Category = C a = 9.50 Zg = 900.00 ft Basic Wind Speed = 170.00 mph Mean Roof Height = 25.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•( Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/Zg) A (2/a) for Z < 15 ft = 0.95 Kzt = Topographic factor _ (1+K1•K2•K3)2 Topography = None Kzt @h = 1.00 Kd = Wind directionality factor = 0.85 qh = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26.6-1) Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 36Wx103H, C & C Wind Loads Date : 1/1/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient. GCPI, Table 26.11-1 -0.18 External Pressure Coefficients, GCp, Figure 30.4-2 (roofl and Figure 30.4-2 (walls) 400.00 26.56 0.30 -0.80 - 200.00 ` ~y26.56 --0.30--1.20._. I .. -2.20._.._ 25.00- - T 26.56 _ - 0.42-'�-2.36 ---3.22 i 25.75 All ; 0.93 -1.03 - 25.75 All 0.93 -1.25 Design Wind Pressure, p, Equation 30.4-1. 59.44 0.30 , -0.80 0.18 -0.18 7.13 i 28.53 -58.26 -36.86 59.44 0.30 -1.20 0.18 -0.18 j 7.13 1 28.53 -82.03 -60 63 59.44 0.42 -2.36 0 18 -0.18 14.29 35.69 151.06 -129 66 a 59.44 - , 0.93 -1.03 0.18 -0.18 44.43 65.83 -71.78 -50.38 59.44 0.93 -1.25 018 -0.18 44.43 65.83 -85.30 -63.90 Positive and negative values of external and internal pressures are combined to determine four possible pressures: p1+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure. P. Equation 30.10-1. Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 -1.00 0.18 -0.18 -70.14 -48.74 - 59.44_ - ~ --2.20 0.18 --0.18 -- -141.48 `-120.08 59.44 -3.22 0.18 -0.18 A Aral Consulting Engineers, Inc. Project : Donaghey Res. File 13612570 Subject 36Wx103H, C & C Wind Loads Date : 1*2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 36" Wide x 103"' High Edge Distance for Window: 21.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Design Pressures: p+ _ +65.83 psf. p- _ -71.78 psf. Aral Consulting Engineers, Inc. Project : Donaghey Res. File 13612570 Subject 2x36Wx71H, C & C Wind Loads Date : 1/i72014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Dessin Wind Pressure. o. Equation 30.4-1(ASCE 7-10) Components and Cladding Low -Rise Buildings P : gh[(GCp) — (GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4.2 GCpi Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 3a3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd V 2 Where: Constant = Numerical Constant = f • [ ( Air density lb/ cu ft) / (32.2 ft/s2 )] •[( mi/h)(5280 ft/mi) (1 hr/3600 s )] 2 = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft Occupancy Category = II Exposure Category = C a = 9.50 Z9 = 900.00 ft Basic Wind Speed = 170.00 mph Mean Roof Height = 25.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01-( Z/Zg) A (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/7,g) A (2/a) for Z < 15 ft = 0.95 Kzt = Topographic factor _ (1+K1•K2•K3)2 Topography = None Kzt @h = 1.00 Kd = Wind directionality factor = 0.85 qh = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26.6-1) 0 Aral Consulting Engineers, Inc Project Donaghey Res. File 13612570 Subject 2x36Wx71H, C & C Wind Loads Date : 1/1,/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng : E.A. Internal Pressure Coefficient GCoi Table 2611-1 External Pressure Coefficients GCo Figure 30 4-2 (roof) and Figure 30 4-1(walls) 400.00 26.56 { 0.30 -0.80 200.00 26.56 0.30 -1.20 -2.20 25.00 26.56 0.42 -2.36 -3.22 35.50 i All 0.90 -1.00 - 35.50 All ! 0.90 -1.21 i - Design Wind Pressurep Equation 30 4-1 59.44 I 0.30 -0.80 0.18 ? -0.18 ! 7.13 28.53 -58.26 -36.86 ®`59.44 - 0.30 -1.20 0.18 -0.18 7.13 28.53 ` -82.03 j -60 63 59.44 0.42 -2.36 0.18 -0.18 14.29 35.69 -151.06 -129 66 59.44 0.90 -1.00 018 -0.18 42.97 64.37 -70.31 ; 48.91 ® 59.44 0.90 -1.21 0.18 -0.18 42.97 64.37 -82.37 -60.97 Positive and negative values of external and internal pressures are combined to determine four possible pressures: pl+ uses GCp+ and GCpi+ pl- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure. P. Equation 30.10-1 Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 1 -1.00 0.18 0.18 -70.14 48.74 ` 59.44 1 -2.20 0.18 -0.18-141.48-120.08 -- �- 59.44 -3.22 0.18 - -0.18 '- --202.26 --180.86-__._ i Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 206M711-1, C & C Wind Loads Date : 1/§/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". Building Dimensions:. 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 2x36" Wide x 71"' High Edge Distance for Window: 4.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Design Pressures: p+ _ +64.37 psf. p- _ -82.37 psf. Aral Consulting Engineers, Inc. Project : Donaghey Res. File 13612570 Subject 50Wx71H, C & C Wind Loads Date : 1/t/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Desein Wind Pressure, P, Equation 30.4-1(ASCE 7-10) Components and Cladding Low -Rise Buildings p : gh[(GCp)—(GCpi)] (Envelope Procedure) with h <= 60 ft qh : velocity pressure at h Gabled & Hipped Roofs GCp : Figures 30.4-1 & 30.4-2 GCpi Table 26.11-1 Velocity Pressure Calculations: Velocity pressure qh is calculated in accordance with section 30.3. qh = Velocity pressure @ mean roof height (h) qh = Constant • Kh • Kzt • Kd • V Z Where: Constant = Numerical Constant _ Yz • [ ( Air density lb/ cu ft) / (32.2 ft/s2 )] •[( mi/h )(5280 ft/mi) • (1 hr/3600 s )] Z = 0.00256 Mean Sea Level = 0.00 ft Air Density @MSL = 0.0765 Ib/cu ft Occupancy Category = II Exposure Category = C a = 9.50 Zg = 900.00 ft Basic Wind Speed = 170.00 mph Mean Roof Height = 25.00 ft Where: Kh = Velocity pressure coefficient @ height h = 2.01•(Z/Zg) ^ (2/a) for 15 ft <= Z <= Zg = 2.01 • (15/Zg) ^ (2/a) for Z < 15 ft = 0.95 Kzt = Topographic factor _ (1 + Ki • K2 • K3) 2 Topography = None Kzt @h = 1.00 Kd = Wind directionality factor = 0.85 qh = 59.44 (psf) (Eq 30.3-1) (Section C27.3.2) (Table C27.3-2) (Table 1.5-1) (Section 26.7.3) (Table 26.9-1) (Table 26.9-1) (Figure 26.5-1 A-C) (Table 30.3-1) (Figure 26.8-1) (Table 26.6-1) Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject 50Wx71H, C & C Wind Loads Date : 1/1 /2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Internal Pressure Coefficient GCpi Table 2611-1 -0.18 External Pressure Coefficients GCp Figure 30 4-2 (roofl and Figure 30 4-1(walls) 400.00 26.56 0.30 -0.80 - 200.00 26.56 0.30 -1.20 -2.20 25.00 -- 26.56 0.42 - -2.36 - --3.22 - - 24.65 All 0.93 -1.03 24.65 All 0.93 -1.26 Design Wind Pressure. p. Equation 30.4-1. ® 59.44 0.30 -0.80 0.18 -0.18 7.13 28.53 -58.26 ; -36.86 59.44 0.30 -1.20 0.18 -0.18 7.13 28.53 -82.03 -60.63 59.44 0.42 2.36 0.18 -0.18 14.29 i 35.69 151.06 -129.66 59.44 0.93 -1.03 0.18 -0.18 44.63 66.03 -71.98 -50.58 59.44 0.93 -1.26 0.18 -0.18 44.63 66.03 -85.70 -64.30 Positive and negative values of external and internal pressures are combined to determine four possible pressures: p1+ uses GCp+ and GCpi+ p1- uses GCp- and GCpi+ p2+ uses GCp+ and GCpi- p2- uses GCp- and GCpi- Roof Overhang Pressure, p. Equation 30.10-2. Wind pressures acting on the roof overhang (soffit pressures not included). 59.44 -1.00 0.18 -0.18 -70.14 -48.74 59.44 -2.20 0.18 -0.18 i-141.48 !-120.08 59.44 -3.22 0.18 -0.18 -202.26 -180.86 r�. Aral Consulting Engineers, Inc. Project Donaghey Res. File 13612570 Subject SOW011-1, C & C Wind Loads Date : 1/f/2014 Location : 7932 Links Way, Port St. Lucie, FL 34986 Eng E.A. Notes: Structural design conforms to the Florida Building Code 2010, with wind Vult = 170 mph in accordance with ASCE 7-10, Exposure "C". Building Dimensions: 85' x 45' Building Height: 25' Height of Window: 10' Dimensions of Window: 50" Wide x71"' High Edge Distance for Window: 0.0 feet Edge Distance for Zone 5: 5.0 feet Calculated Design Pressures: p+ _ +66.03 psf. p- _ -85.70 psf. Joe Cido From: Joe Cicio Sent: Friday, February 07, 2014 3:03 PM To: 'Debbie@sabatellocompanies.com' Cc: Joe Cicio Subject: Review Comments for Permit # 1401-0120 Attachments: Report_FL_Review_Comments_Noncompliantjrf[l].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional , contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Joseph. )K. e4ap Plans Fxarniner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St. Lucie County Planning and Development Services 772-462-1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. Planning B Development Services Building A Code Regulation Division 2300 Virginia Avenue FortPierce, FL. 34982 Phone:(772)462-2in fax:(772)462-6443 REVIEW COMMENTS PROPERTY INFORMATION Address: 7932 Links Way City / State / Zip: Port St Lucie, FI 34986 Parcel #: 3327-709-0003-000/0 Jurisdiction: Zoning: PUD Lot#: APPLICATION INFORMATION Permit Number: 1401-0120 Stories: Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Theodore P. Sabatello Business Name: Sabatello Construction Of Florida, Inc Business Addr: 5610 Pga Blvd., Ste114 City / State / Zip: Palm Beach Gardens, FI 33418 REVIEWS AND COMMENTS 1 Owner(s): James Donaghey (Tr) / Judith H Donaghey (Tr) SAINT LUCIE COUNTY 48 Block: Automatic Sprinkler System? No Fax Number: 561-775-9117 Email: Debbie@Sabatellocompani es.Com Review Type Status Reviewed By Date Started Date Completed Date Released FRONT COUNTER REVIEW COMPLETE Angela Huff 1/13/2014 1/13/2014 1/13/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 2/7/2014 2/7/2014 Comment:. CONTRACTOR TO HIGHLIGHT THE APPROPRIATE DETAILS AND TABULAR BOXES IN THE PRODUCT APPROVALS CONFORMING TO ENGINEERS CALCULATIONS Comment: YOUR ENGINEER HAS CALCULATED -76.09 FOR THE POWDER ROOM WINDOW * -85.70 FOR THE DEN SIDE FLANKS AND -82.37 FOR THE DEN SINGLE HUNGS AND -71.78 FOR THE DINING ROOM WINDOWS * WHEN 2/7/2014 HIGHLIGHTING THE PRODUCT APPROVALS BE SURE THAT THE TESTED NEG. DESIGN PRESSURES MEET OR EXCEED THE ENGINEERS CALCS 2/7/2014 Comment: SUBMIT THE HIGHLIGHTED PRODUCT APPROVAL IN DUPLICATE FOR THE MULL BARS 2/7/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL: 34982 Phone:(772)462-2172 Fax:(772)462-6443 PROPERTY INFORMATION Address: 7932 Links Way City / State / Zip: Port St Lucie, FI 34986 Parcel #: 3327-709-0003-000/0 REVIEW COMMENTS 1 Owner(s): James Donaghey (Tr) / Judith H Donaghey (Tr) Jurisdiction: SAINT LUCIE COUNTY Zoning: PUD Lot#: 48 APPLICATION INFORMATION Permit Number: Wlw, N Stories: Permit Type: BUILDING RESIDENTIAL RENOVATION CONTRACTOR INFORMATION Contractor Name: Theodore P. Sabatello Business Name: Sabatello Construction Of Florida, Inc Business Addr: 5610 Pga Blvd., Stel 14 City / State / Zip: Palm Beach Gardens, FI 33418 REVIEWS AND COMMENTS Review Type FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW 2/7/2014 Comment: Comment: 2/7/2014 2/7/2014 Comment: 2/7/2014 Comment: Block: Automatic Sprinkler System? No Fax Number: 561-775-9117 Email: Debbie@Sabatellocompani es.Com Status Reviewed By Date Started Date Completed Date Released COMPLETE Angela Huff 1/13/2014 1/13/2014 1/13/2014 INCOMPLETE Joe Cicio 2l7/2014 CONTRACTOR TO HIGHLIGHT THE APPROPRIATE DETAILS AND TABULAR BOXES IN THE PRODUCT APPROVALS CONFORMING TO ENGINEERS CALCULATIONS •- 6)QN LI--- YOUR ENGINEER HAS CALCULATED -76.09 FOR THE POWDER ROOM WINDOW * -85.70 FOR THE DEN SIDE FLANKS AND -82.37 FOR THE DEN SINGLE HUNGS AND -71.78 FOR THE DINING ROOM WINDOWS * WHEN HIGHLIGHTING THE PRODUCT APPROVALS BE SURE THAT THE TESTED NEG. DESIGN PRESSURES MEET OR EXCEED THE ENGINEERS CALCS �VfSla 4 &bm6sj 1' new allvs - SUBMIT THE HIGHLIGHTED PRODUCT APPROVAL IN DUPLICATE FOR THE MULL BARS COMMENTS MAILED AND E-MAILED AS OF THIS DATE f_ OFFICE USE ONLY: DATE FILED: _ REVISION" FEE: PERMIT # 1401-0120 RECEIPT # PLANNING & DEVELOPMENT SERVIC -- - --- BUILDING &:CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS REVISION #1 PROJECT INFORMATION 1. LOCATION/SITE - ADDRESS: 7932 Links Way, Port Saint Lucie, FL 34986 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Original submittal for Replacement of Windows of agreement, have now been changed to below listed: DEN: From: PGT- PW701H To: PGT-700SH (Two sides of angle walls windows) Onlv other chances to anv windows was Low E tint was added to some windows. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGCO12501 ST. LUCIE COUNTY CERT. #: 28536 BUSINESS NAME: Sabatello Construction of Florida, Inc. QUALIFIERS NAME: Theodore P. Snhntelln ADDRESS: 5610 PGA Boulevard, Suite 114 CITY: Palm Beach Gardens STATE: Florida ZIP: 33418 PHONE (DAYTIME): - 561-626-7600 FAX: 561-775-9117 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECT/ENGINEER INFORMATION: STATE: FAX: ZIP: NAME: Aral Consulting Engineering, Inc. ADDRESS: 721 ITS Highway One, Suite 224 CITY: North Palm Beach STATE: Florida ZIP: 33408 PHONE (DAYTIME): 561-940-7492 FAX: SLCCC: 9/23109 Revised 04/26/2010 2! i --I 1 6� x ME1- , 'Al kWh: 0 A.'j 77- 7N P tN J �W,.fi;�'.IYF�'�.iyw -` r •.'}.. t - ' i~ — -. ,7.. Y - 1 ��, Yw ��,� �' t �' p �` b � � . 0 ,, 4� I� Y L = •6 , XE I �- �u, sae-/ ,,,�•-'' '- _,-;^_'� - i a e Nz.i tan LEGEND: 0 = DELTA ANGLE L = ARC LENGTH CATV = CABLE TV C.B. = CATCH BASIN C.B.S. = CONCRETE BLOCK & STUCCO (L = CENTERLINE CONC. = CONCRETE COV. = COVERED D.E. = DRAINAGE EASEMENT ELEV. = ELEVATION E.O.P. = EDGE OF PAVEMENT E.O.W. = EDGE OF WATER F.F. = FINISHED FLOOR FND. = FOUND F.P.E. = FLOOD PLAIN EASEMENT F.P.L. = FLORIDA POWER & LIGHT L.M.E. = LAKE MAINTENANCE EASEMENT L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT M.H. = MANHOLE MON. ' = MONUMENT N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM N.R. = NOT RADIAL O.E. = OVERHANG EASEMENT O.M.E. = OVERHANG MAINTENANCE EASEMENT O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET O.S. = OPEN SPACE TRACT P.B. = PLAT BOOK P.C. = POINT OF CURVATURE P.C.P. = PERMANENT CONTROL POINT P.D.E. = PRIVATE DRAINAGE EASEMENT P.G.E. = PRIVATE GAS EASEMENT P.K. = PARKER KALON NAIL P.O.B. = POINT OF BEGINNING P.O.C. = POINT OF COMMENCEMENT P.P. = POWER POLE P.R.M. = PERMANENT REFERENCE MONUMENT PROP. = PROPOSED P.T. = POINT OF TANGENCY P.U.E. = PRIVATE UTILITY EASEMENT R = RADIUS RAD. = RADIAL GORNEa SERVLCZ SEcl A 1�1°Is E3 51 Rl� 1NE �R LOT 49 R/W = RIGHT-OF-WAY = FND 5/8" IRON ROD SAN. = SANITARY WITH CAP WITNESS S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674 S.F. = SQUARE FEET a 2.0' OFFSET T.O.B. = TOP OF BANK O = ELECTRIC SERVICE TYP. = TYPICAL = CATV U.E. = UTILITY EASEMENT >( = LIGHT POST U.L.P. = UPLAND PRESERVATION p = SET 5/8" IRON ROD WITH CAP NO. LB 6674 0 . = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 = FOUND PERMANENT CONTROL POINT (PK&DISK PCP 3864) = SET P-K NAIL WITH DISK NO. LB 6674 = FOUND P-K NAIL No. LB 6674 Q = WATER SERVICES DQ = WATER VALVE = SANITARY SERVICE ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674 000 = EXISTING ELEVATION IN FEET 0.00 > = PROPOSED ELEVATIONS IN FEET •A = DRAINAGE FLOW INDICATOR SCALE: 1" = 30' pQ' On 13p rn LOT 48 0 co- A°o Q°�tio A p f' ENTRY P �3 .A 1 STORY C.B.S. > N35 06 -15 01' RESIDENCE F.F.ELEV.=30.91 N SURVEYOR'S REPORT: 1. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD. AND IS NOT ASSIGNABLE. 2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD BY THIS OFFICE. 3. VISIBLE ENCROACHMENTS ARE AS SHOWN. 4. DESCRIPTION FURNISHED BY CLIENT. 5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 6. THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE & WEBB, INC. IN WRITING. 7. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF LINKS WAY WHICH BEARS S 16'08'07" E AS SHOWN ON PLAT. B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS OTHERWISE NOTED. 9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929. 10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE RATE MAP PANEL NO. 120285-0275F , DATED AUGUST 19, 1991 11. IMPROVEMENTS IF ANY ARE AS SHOWN. 12 DATE OF FIELD SURVEY: JUNE 7, 2000 FEBRUARY 13, 2001 CERTIFICATION: IMPROVEMENTS, IF ANY NOT VALID WITHOUT LICENSED SURVEY Y R. BUF FLORIDA LOCATED:. TURE ANU341E ORIGINAL RAISED SEAL OF A FLORIDA )FMIONAL SURVEYOR AND MAPPER TION NO. 4981 3r� P1cKFyy / i/ �, p0 LOT 47 CERTIFIED TO: STORM M.H. a Ln O !�A U.S. FIDELITY TITLE COMPANY CHICAGO TITLE INSURANCE COMPANY JAMES DONAGHEY AND JUDI HATTON DONAGHEY WELLS FARGO HOME MORTGAGE, INC., ITS SUCCESSORS AND/OR ASSIGNS DESCRIPTION: BEING ALL OF LOT 48, ACCORDING TO THE PLAT OF POD "26" AT THE RESERVE - PHASE II, CYPRESS POINT, AS RECORDED IN PLAT BOOK 38, PAGES 2, 2A THROUGH 2C, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. o108ls48.clwg 2-14-01 11-03:41 ary EST MAP OF BOUNDARY SURVEY CLIENT: RESERVE HOMES, LTD. LB # 6674 LNW Lawson, Noble & Webb, Inc. ENGINEERS PLANNERS SURVEYORS 590 NW Peacock Boulevard, Suite 9, Pori St. Lucie, Florida 34986 (561) 878-1700 • fox: (561) 878-1802 • email: Inw-pslolnw-inc.com West' Palm Beach • Port St. Lucie Plantation REVISION FB/PG DATE BY CK'D DATE:6-7-00 FORMBOARD TIE-IN POD 25/52 9-21-00 JDM GRB BY: SLS FINAL TIE IN SURVEY 2-13-01 MJM GRB CK'D: GRB F.B.: POD B5 PG:19 JOB NO.: 95-10803