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Home My WebLink AboutSUBMITTED PAPERS„ Permit Number: St. Lucie County . -_. Building & Zoning Department SCAN IVLeD �R1 2300 Virginia Avenue By Fort Pierce, 1553982 qf” LU 772-462Cie Count/ APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, SWING & SLIDING DOORS SEE REVERSE SIDE FOR INSTRUCTIONS DATE: 1 4a oS 1. LOCATION/SITE ADDRESS: A 0 N -Obgq (Y& I -?(f' 2. PARCEL ID NUMBER: SECT 7_5- 1 3¢ RNG I 'M MAP /r!� 2NG T LU IIIT �7 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: 4465P-1/9'La S �tLf -'j, SLZ/JJ DWI; 1) "4,15b 9Y A44e 64WAO w/ E45 JMPAg 2E5Z5T•A0T b0005 4. TYPE OF STRUCTURE: SIR MOBILE HOME OTHER COODO . 5. OWNERS INFORMATION Name: Address: •""'•T —" City: State: Phone: _.�. - Zip: - 6. CONTRACTORS INFORMATION FL REG/CERT #: " C L'O Slg COUNTYCERT#: If570 Business Name: A-L0,WA0*0AAW4 qtlV�6& Hc�H�v, E/)&),0 2h Sc07T 7WOWASeAf 7 Product Table 1606.2B �• 15' maximum height Minimum Design Pressure Design Pressures Manufacture Model Number Method of Attachment As per 1707.4A.1 FBC 30 mph 40 mph Windows & Skylights Exposure B 40.7 47.2 Exposure C ** 57.1 Swing & Sliding Doors Exposure B 38 44 O 7-53TT60 _ I44,7 if1,2I mr SgD'16 'LftPCOa PEAL EI34 N Exposure C Sealed calculations from an engineer can be submitted instead of minimum design pressures indicated above. Detail of Buck attachment must be submitted with this application. 7. VALUE OF CONSTRUCTION: $ 38 34 , 7 FEES DUE:-I-�O cr/� �-7 �a3( — - - - - - - - - -- — -- - RECEIPT: _OWNER'S AFFIDAVIT: I certify that all of the information contained in this applicati is correc� that ork will be done in compliance with all applicable laws regulating constr�d` zoning A&APD -5, 77149/Xo6;oAtJ PRINT QUALIFIERS/OWNERS NAME STATE OF FLORIDA, COUNTY OF S 1 IdlCIE CKNOWLEDGED BEFORE ME THIS DAY OF F�-Y=, 20 Off , WHO IS PERSO LLY KNO TO ME OR WHO HAS PRODUCED r`t` r—�i9AF1REEI�.A�1� ¢I MON. @` MY COMMISSION M DD 146621 SIGNATURE OF NO Y' TYPE OR PRINT A�, �I S'S6ptember 3, 2006 R Notay sari®a eu7ep, Ne. TITLE -:NOTARY PUBLIC PERMIT NUMBER: COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may'not be used for any activity that includes any type or kin&617 structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. Indicate the street address, or general location, of the property on which the building activity is taking place. _ .' A 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place,, r _ • �`-i 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which the product is to be installed. 5. CONTRACTORS INFORMATION: 6. VALUE OF CONSTRUCTION: ........................................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the1mount of permitting fees to be assessed. St. Lucie County reser3es the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 98 EXHIBIT A THE SANDS ON THE OCEAN - A CONDOMINIUM - SECTION I LEGAL DESC "' TION Those portions of Government Lots 2 and 3, in Section 25, Township 34 South, Range 40 East, lying East of State Road A -I -A, together with Tract 15, and a portion of Tract 'R' of "CORAL COVE BEACH SUBDIVISION" according to the Plat thereof as recorded in Plat Book 11, Pages 30 A and B, of the Public Records of St. Lucie County, Florida, all the above being described as follows: COMMENCING at the Southwest corner of said Tract'R': thence Northerlv along the Easterly Right -of -Way line of State Road A-1-A, said Right -of -Way line being' a curve concave to the East and having as its elements a radius of 2814.93 feet, a central angle of 000251lS", for an arc distance of 20.72 feet to the POINT OF BEGINNING; thence continue Northerly along said Right -of -Way line and along the last described curve through a central angle of 03011'07" for an arc distance of 156.49 feet; thence continue Northerly along said Right -of -Way line tangent to said curve for a distance of 28.34 feet to the Northwest corner of said Tract'S'; thence continue Northerly along said Right -of -Way line for a distance of 141.93 feet to a line that is 339.00 feet North of and parallel with the South line of said Tract'R'; thence Easterly along said parallel line for a distance of 620.56 feet to the Mean High Water line of the Atlantic Ocean; thence Southerly along said Mean High Water line to its intersection with a line that is 20.00 feet North of and parallel with the South line of said Tract'R'; thence Westerly along said parallel line for a distance of 615.72 feet to the POINT OF BEGINNING. Said lands containing 4.54 acres more or less. :r - 4 Property Appraiser - St.Lucie County, FL Page 1 of 1 Stephen E Bernstein Jr Record: 1 of 1 Property Identification Site Address: 3100 N A1A Sec/Town/Range: 25 :34S :40E Map ID: 14/25S Zoning: Ownership and Mailing Owner: Address: PROPERTY RECORD CARD ' <<Prev Next» Spec.Assmnt Taxes ParcellD: 1425-606-0001-000-5 Account k: 8869 Land Use: Condo City/Cnty: ST. LUCIE COUNTY Exemptions Permits Map aS`OCIr 00 y Uy< Legal Description Stephen E Bernstein Jr Bianca Bernstein SANDS ON THE OCEAN -SECTION 1- UNIT 301 (OR 2169-2794) 64 Wenham Rd Topsfield MA 01983 Sales Information Date Price Code 2/17/2005 370000 00 3/4/2002 199000 00 6/29/2001 147500 00 2/8/1993 115800 01 7/1/1986 142100 00 Assessment Final Value Total Land and Building Deed Book/Page 2004 Val: 210000 Land Value: 0 Acres: 0 WD 2169/2794 Assessed: 210000 . Building Value: 210000 WD 1501 / 0047 Ag.Credit: 0 Finished Area: 1623 SgFt WD 1408 / 2053 Exempt: 0 WD 0827 / 1828 Taxable: 210000 CV 0507 / 1387 TotalTax: 4582.21 BUILDING INFORMATION Exterior Features 3900 View: Ocean RoofCover. - RoofStruct: - View ExtType: XI31 - SndOTOcnSc1 YearBlt: 1983 Frame: - Grade: NT-NT EffYrBlt: 1983 PrimeWall: - StoryHght: 0010-1 Story No.Units: 1 SecWall: - Interior Features BeclRooms: 2 Electric: - Prmin1Wall: - FullBath: HeatType: - AvgHUFI: STD 1/2Bath: HeatFuel: - Prm.Flors: - %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Land Use Type Measure Depth PUNT - PUD UNIT S 1 305000 AV AV 0 1 0400-Condo N -No Land Val THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED a http://www.paslc.org/PRC.asp?prclid=142560600010005 5/17/2005 CSM Engineers, LLC Civil Structural Marine CFTC%y;; Friday, September 30, 2005 ®�%s NOV 0 7 2006,00 I Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. BY' Fort Pierce, FL 34982 i, p Re: Sliding glass door replacements at Sands Ocean Condominium, 3100 N. AIA, Fort Pierce, FL To whom it may concern, CSM Engineers certifies that the sliding glass doors for the following building permit numbers have been installed in accordance with the Florida Building Code and the manufacturer's specifications. The permit numbers and unit numbers are: Permit Number Unit Number SLC-0505-1058 Unit #1005 SLC-0505-1062 Unit #PHC4 SLC-0505-1064 Unit #101 SLC-0505-1068 Unit #C-1 If you should have any questions please call me at (772) 220-4601. Sincerely, r Judy Perkins,�P,E.'' Registration.# 62332 Inspection Evaluation - Design Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. com S: IpROJECMANDS FT PIERCE 05-071slider installation certification.DOC EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 2630453 j-_-OOK 2250 PAGE 1473, Recorded 05/23$'-�,5 at 09:24 AM 33,036-0 NOTICE OF COMMENCEMENT Permit No. SLC- OS'b5-IO 93 TaxID# 142G 60(o 0001 OOo S State Of FIAt2=0R County Of 5A-WT L.Lrf TTe, THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement Legal Description ofprop:tty and street address, ifavailable 51EE AtnllNmfr General description ofim;novements R15AA Lt- bA4*MkE.n Rs PF55 5(-N DOOR Owner STEP1 FLj tV2655TFSI) Address 3100 u qlq UOU Bait FORT PIE2C F FL. Owntes interest in site of improvement Fee Simple Title holder (if other than owner) Address Contractor f tOAO 5.'Dl DJAPS"3 Phone# 77L46)-9SDo Address 45050.0Lk t(FT AUE FT, PS@. CAL Fax# 772-4N-845o Surety Phone # Address Fax # Amount of Bond $ Lender Phone # Persons within the Stare 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: Name Phone # In addition to himself, owner designates of (Phone # _ Fax # 1 to receive a copy of the Lienues Notice as provided in Section 713.13(1)(b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specked. (Date) RS SIGNATURE STATEOFFLORIDA, COUNTYOF Acknowledged before m: thisla, day of�20D-S:.,byBT6ghi2 lY2/15T/Fe/ , who is rsonally known me or who has produced_ as ideanllication. (seal) JIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY rM1IAUHevi['- ,' MYCpatMrSpMI Op N "'tern° *res:swma kaaoe ��<fltlrNlT 0.NVyarbaa.Y ft NOTARY PUBLIC TTILE Th 14 2 COMMISSION NUMBER r, e OR BOOK 2250 PAGE 1474 M EXHIBIT A THE SANDS ON THE OCEAN - A CONDOMINIUM - SECTION I LEGAL DESC "' TION Those portions of Government Lots 2 and'3, in Section 25, Township 34 South, Range 40 East, lying East of State Ruad A-1-A, together with Tract IS, and a portion of Tract -RI of "CORAL COVE BEACH SUBDIVISION" according to the Plat thereof as recorded in Plat Book 11, Pages 30 A and B. of the Public Records o1 St. Lucle County, Florida, all the above being described as follows: C6.%IMENCING at the Southwest corner of said Tract'R'; thence Northerly along the Easterly Right-ol-Way line of State Road A -I -A, said Right -of -Way line being a curve concave to the East and having as its elements a radius of 2814.93 feet, a central angle of 00025'IS", for an arc distance of 20.72 feet to the POINT OF BEGINNING; thence continue Northerly along said Right -of -Way line and along the last described curve through a central angle of 03011'07" for an arc distance of 156.49 feet; thence continue Northerly along said Right -of -Way line tangent to said curve for a distance of 28.34 feet to the Northwest corner of said Tract'5'; thence continue Northerly along said Right -of -Way line for a distance o1 141.93 feet to a line that is 339.00 feet North of and parallel with the South line of said Tract'R'; thence Easterly along said parallel line for a distance of 620.56 feet to the Mean High Water line of the Atlantic Ocean; thence Southerly along said Mean High Water line to its intersection with a line that is 20.00 feet North of and parallel with the South line of said Tract'R'; thence Westerly along said parallel line for a distance of 615.72 feet to the POINT OF BEGINNING. Said lands containing 4.54 acres more or less. STATE OF FLORIDA ST. LUCIE COUNTY THIS TO CERTIFY THATTHIS IS TRUEAND CORRECT COPY OF THE ORIGINAL. ST. LUCIE COUNTY CLERK FCIRCUIT OU/T By: Wall: ��3 36c MIAMI- BUILDING CODE COMPLIANCE OFFICE (BCCo) PRODUCT CONTROL DIVISION NOTICE OF ACCEPIrANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, n 34274 MIAMI-DARE COUNTY, FLORIDA METRO-DADB FLAGLBR BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MUM FLCRIDA 33130-1563 (305) 375-2901 PAX (305) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dada County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (W. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdictiwr. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. APPROVAL DOCUMFM-. Drawing No. 4340, titled impact— Tlum. Sliding Glass Door", sheats 1 through 6 of 6, prepared by manufacturer, dated 2/16/98 with revision on 6/2/03, signed and sealed by Robert Clark, P.E., hearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. 1VI g LI SOMA -CT YtAM argeanfSnM= "ps Impect LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, slue and following statement "Miami -Dade County Product Control Approval", unless otherwise noted hen -in. 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 endorsemert 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 he available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02-0306.01 and, consists of this page 1. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0512.04 Expiration Date: May 06, 2007 Approval Date: November 06, 2003 Page 1 M.I IMPAC7-kE51SUtVT WINDOIye & Owes Visibly Better^jDDg�' SLIDING GLASS DOOR, Series SGD70 Glass Options Table by Design Pressure Postdve Design Loads limited by WaterTest Pressure and GlaseTable E1300. Nagathre Design Loads limited by Glass Table E1300 TeSt Report: FTI: 1972 Test Pressure: I- 9C.0 PSF Water Pressure: 7.0 F'SF (STANDARD SILL) Test Size: 98• x 96' XO/OX Tested Glass Thickness: 7/16" Larninalod Impact Glass: 3/16" Annealed - .0901nterlayer - 3116` Annealed Test Report: FTL-1972 Test Pressure: +1- 90.0 PSF Water Pressure: 13.5 PSF (3112" SILL AMON ADAPTER) Test Size: 96" x 96" XO/OX Tested GlasaThlcknass: 71161 Laminated ImF,act Glass: 2M6' Arnaalod -.0901medayer. 31161Annealed Test Report: F1-L-2369 Test Pressure; +/- 60.0 PSF Weser Pressure.' SC PSF(STANDARD SILL) Test Size: 192' x 9(r OXXO Tested GlassThidkness: 7116- Laminated Impact Glass: 3/16' HS - .090 Intudeyer - 3/16' HS Test Report: FTL-1623 Test Pressure: +/• c3.3 PSF Water Pressure: 8.0 PSF(STANDARD SILL) Test Sae: 96• x 96" XOfOX TestedGlassThiclmesa: 3/16'Tempered Glass Test Report: FTL-1682 Test Pressure: +/- 6) PSF Water Pressure: 8A PSF (STANDARD SILL.) Test Size: 96" x 96' XO!OX Tested Glass Thickress: 1/4' Tempered Glass Test Report: FTL-1682 Test Pressure; +/- 60 PSF Water Pressure: 13 0 PSF (31/2" SILL ADD -ON ADAPTER) Test Size: pal x96" XO/OX Tested Glass Thicimess: 1/4"Tempered Glass For 91aes optlone nrgWredmaeA/evespaeffie des)en pressure refer to the above charts. Miami-Dade/Sroward custorners referto Giaml•Dade County Product Approval for speciflc order options. Door Width 48.0001 ' 60.000 72000 84.000 96.000 Itof Panels 2 2 2 2 2 Glass ; Type 7/16-HS/HS 7/16• HS/HS 7/18'HS"S 7/16"F181HS 7/18"tiS/HS Door Hel ht -' 72000 .46.7 -90.0 +46.7 -90.0 +46.7 -goo) +46.7 °90.0 +46.7.°90.0 80.000 +46.7 •90.0 +46.7 .90.0 +46.7 -90.0 +46.7 -904 +45.7 -80.0 36.000 +407 °90.0 +40.7 -99.0 +41, 7 -90.0 +411.7 -90.0 +4D.7 -81.2 I DOef i Width a of Panels Glass Type Door Hei ht 72.000 _ 80.000 A&000 40.000 7/18•I{gJHS +90.0 •90.0 +90.0 -90.0 +90.0 •90.0 80.000 2 'HS1HS +90.0 -90.0 +90.0 -90.0 411.0 -90.0 72.C90 2HSMS +90.0 -90.0 +20.0 -90.0 +9�).0 .90.0 84.000 2•90.0+90.0-80,0+9).0.90,096.000 r7/1S'I1SMS _ 2 +90.0 -90.0 +90.0 -00.0 +81.2 -81.2 Door Width 72.000 9&000 �1D8.ODOf3" # of Glass Panels T/pe 3 17118" 113/HS 3 '7/16"HSMS 7f 8_HSt�1i•s 72000 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 Door Hel ht 80.000 +60.0 -60 0 +60.0 -600 +60.0 -80.01 -� 96.000 +6 ).0 -60.0 +610 -60.0 +6).ODSOM( 120.000 3 7/16-I{SMS +60.0 -50.0 +60.0 -60.0 +610 -60.0 , 144.000 3 7r16° HSMS +60.0 -80.0 +60.0 -60.0 +610 .60.0 .6.000 4 ;7/16" HSMS +W.0 -60.0 +80.0 -60.0 +610 -80.0 108.000 4 7/16'IiStHS +60.0 •60.0 +60.0 -60.0 +6).0 •60.0 120-000 4 17116•IJISMS +60.0 .60.0 +50.0 -60.9 +8).0 EOA 144.000 4 '1 7/16• HS/HS +80.0 -60.0 +60.0 -60.0 +60.0 -60.0 192,000 4 7, /ty!{91H3 +60.0 -fi0.0 +6D.0 -80.0 1+61.0 •60.0 _ Door Width Oct Panels Glass Type Door�Hei t- 72.000 80.000 96.000 48.000 2 ,3/16"Tam +63.3 -127.9 +53.3 •112.9 +53-3 -01.4 60.000 2 3/16-Temp +53.3 -107.7 +53.3 -94.5 +53.3 -75.8 72.000 2 3/16"1em +53.3 -94.8 +53.3 -82.5 +33.3 -95.8 84M0 0 3MV Femp +53.3 -69.6 +53.3 -69.6 +53.3 •58.5 96.000 2 3/16"T +53.3 -53.3 +53.3 53.3 +63.3 -53.3 DOG! Width. n of Glass Panels Type 72,000 Door Helaht $0.000 96.000 Q'WI1 5 )-000 72.OQD 84fX10 96.000i 2 1/4"Txn 2 1/4° Tamp 2 1/4"Temp -E 1/4"Timp 2 1/4"Tsm +53.3 -144.0 +53.3 -121.3 +53.3 -106.7 -h53:3--7g:4 +53.3 -60.0 +53.3 -127.1 +53.3 -108.3 +53.3 -92.9 +53:3--78A 453.3 -60.0 +S:L9 -102.9 +53.3 -85.3 +53.3 •73.11 +53:3 _65:6- +53.3 -60.0 Door Width # of G111es Panelsl 1e 72000 Door Hal ht 000 00.000 06A-73.8 43.000 2 1/4"T3 +86.7 •144.0 +86.7 •127.1 +Bt 60.000 2 114'T11np •+e6.7 -121.$ +86.7-106.$'+8 72.000 2 1/4^T3mp 1.86.7_ 106.7 +86.7 -92.9 +784.000 2 1/4"T.smp +.-.+..+6 96.000 2 1/4'Tsm +60.0 •60.0 +60.0 -e0A +60.0 -60.0 Key: 7/18- HS/HS 3,1 V Heat Strength -.090 lntedayer - 3/16' Heat Strength 48 Revisad March 2002 ` l—vta-cv¢rox TYPICAL. HEAD (WOOD) 1 l � >� a4a-IaPcal � T }{! FRIbi MAST TYPICAL SILL /AdACnA/RY1 sxxaoP Air .y,a• u TYPICAL JAMB (WOOD) TYPICAL HEAD (MASONRY) Ix a af- , Va• — Ix G��c71 TYPICAI 'n YYnYI ' /A,Pf IIOe TIn1J v ICY n MORT15F LOCK COMPONENTS F.K 6 F. F.K. D.B. Iom iRJaAxaCP uet2' ,>o.: ALUM �) PE�rrz aaEPaLCha;P.E. P.O. . Ia$a a^I D snm�r lwKa105 aacne SGD-70-70 NTS 1 5 a 6 I - • ." 4345 r% a I �iL,077 ---I I 4303 2-TRACK SILL AF-12246 i I 1.876 r- 4306 MEET. RA2 MEDI AF-12251 1.T-�1.939 , 2.909 LLU 1*26 MOVING PANEL NEST. RAB M.O.) AF-12261 J 1.619 4JO2 - 2-7RACK NEW AF-12245 7.800 5 4314 FIXED PANEL AOAPM? AF-12254 L -1 1.935 97f �- B FLIED PANEL CUP AF-12262 -- f-- .245 .824 1 c.) lMI� r-5.357� 4304 2-MCK AF-12 4 7 F-f1247 J 4317 SCREEN TOP RAIL AF-12256 -H 1.986 . -.557 �� 2-TRACK THREBHOLO AF-12255 1.993 1.045 4-4 431E SCREEN 80T. RAIL AF-12257 1-1591 1.670 4305 TOP k WT. RAIL AF-12248 L87Ltj 1.019 019 SCREEN SMIF RAIL AF-1225B —1 2.282 F-- 1.J42-,---1 T--'�n�-y(-�j 1 i.JO5 _2I48 II II 4342 (MODff1E0) iPANEL A5RQL (OXXO) AL � SCREW AR L (000) MATIV 6063-T6 ALUM. NOTE: ALL OTHER EXTRUSIONS ARE 6063-T5 ALUM. A:�j:jwd r fO7p 7FURILWOGI'QWE NOXOI�y FL 3I273 ALUMINUM SLIDING Gi P.Q BOX 1328 J'11 hVIO . a M74 SO-70 NTS 4 1 6 2.376 `- }.644 L 4306 SLOE RAIL AF-12249 --I 1.872 r 1.221 L 1020 SCREW MEET. RAIL AF-12259 I- r—.B49 739 M T--4324 GLAZ. SM (7/f8' L� ) AF- 601 4345 1 O 1 1116" NOM. 0 61 OR 62 3116" TEMPERED GLASS 7116" NOM. LAMI CLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INNER LAYER 3116" HEAT STRENGTHENED GLASS 59f NOM• GLASS BETE 1 1116" LAMI I.G. GLAZING DETAIL 28 (OM. LAMI GLASS AT STRENGTHENED, GLASS I INNER LAYER HEAT STRENGTHENED GLASS ADM. BITE 7/0 LAMINATED GLA7IN�TD�T 1 1 16" F.K.. � 1 !tO !El! A YVYS r5zrNc DETAILS 10NaK m" ALUMINUM SLIDING G( rtepvlLCoKPE PA 9 15" MIM'% 1L 31271 1 SGD-To e_ •. sw! I NTS1 2 m 6 02 MA" 4345 1 D I IMPAR•4E9S7ANT 4Y1Nb01V5 @ OOORS Visibly Setter.- �. SLIDING GLAS,l" DOOR PANEL TYPES AND CONFIGURATIOUS Series SGD70 PanelTypes --�FOU'a Panel Configurations i D LocK Stile Reverse Interlock �---- V r� t KI Left Hand Lack Site Interlock 2P2T XO Unit ---�.— —^-- D YR YR Double Fixed Lock Interlock Stile Stile •�.—.--�—'-7 M I Y Fixed Lock Double Stile Interlock i 2P2T OX Unit Y __�--K�� i V Fixed Lock Fixed Lock Stile Stile i LJ"""" •' Z� ---� Screen Types a132T OXXO Unit K D — --- v " _1 ..1 Left Hand M Lock Stile Interlock 1 i j' YR A Right Hand Lock Stile Interlock j 3P2T OXO Unit Y D M �I� i Legend - -- -- - - Add -on panel astragal - -- Add -on screen astragal C ' { OXO Screen adapter with astnlgal 47 Revised Me=2002 301 ¢da�ti M IA M I4DA�E M AMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SLRTE 1603 PRODUCT CONTROL DIVISION MLAMI, FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Buildine Code. APPROVAL DOCUMENT: Drawing No. 4345, titled "Aluminum Sliding G1ass.Dooi, Impact', sheets 1 through 6 of 6, prepared by manufacturer, dated 3/15/99 with revision on 5/30/03, signed and sealed by Robert Clark, 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 Division. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. ESPECTION: 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 # 02-0701.04 and, consists of this page 1 as well as approval document mentionedabove. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0512.02 _ Expiration Date: November 09, 2005 �03 Approval Date: October 30, 2003 Page 1 DLO HEIGHT 96.000 MAX 6" MAX. 191,750 WAX 43.562 'II MAX DLO WIDTH ,f ALTERNATE MORTISE LOCK & HANDLES (SEE SHEET 5) I� x 0 0 )( GLASS TYPE B. COMPARATIVE ANALYSIS FTL-3741 1 1/16" I.G.- 3/16r,M"SPACE, 7/16" LAMI (3/181TA_090,3/16"HS) DOOR WIDTH - DOOR HEIGHT 71.000 1 72.000 1 80.000 1 84.000 1 98.000 149.500 60.0 -60.0 60.0 -60.0 60.0 -60.0 60,0 -60.0 60.0 -60.0 180.000 60, •800 60.0 -80.0 60,0 -60.0 58.4 -58,4 52.4 -52.4 188,000 60.0 •60,0 B0.0 -60.0 56.7 -58.7 53.9 -53.9 48.2 -48.2 180.000 60.0 -60. 60,0 -80,0 53.3 -53.3 49.6 -49.8 3,7 •43.7 191.750 60.0 -0.0 59.2 •59.2 .52.1 •52.1 49.1 -49.1 40,7 -00.7 21 " MAX. O.C. 4" MAX. --LI-tom 6 4" MAX. � MAX. O.C. 1TYPICAL HEAD & 5"` ELE VA TION 2 1 ROWS -OF ANCHOR FASTENERS SEE SHEET 5 OF 6 LARGE MISSILE IMPACT DOORS 1.) GLAZING OPTIONS: (SEE TABLES FOR DESIGN PRESSURES) A. 7/16" LAMINATED CONSISTING OF AN .OBB SAFLEX 111G PVB INNER LAYER BETWEEN (2) UTES OF 3116" HEAT STRENTHENED GLASS. B. 1 1116" LAMI I.G CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, A 1/2" AIR SPACE AND 7116" LAMINATED GLASS. 7/16" LAMINATED GLASS CONSISTS OF AN .090 SAFLEX/KEEPSAFE OR DUPONT BUTACITE PVB INNER LAYER BETWEEN (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. C. 1 1/16" LAMI LG CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS, A 112" AIR SF:;CE AND 7116" LAMINATED GLASS. 7/16- LAMINATED GLASS CONSISTS OF AN .090 SAFLEX/KEEPSAFE OR DUPONT BUTACHE PVB INNER LAYER BETWEEN Rrvw (2) LTTES OF 3/16" HEAT STRENGTHENED GLASS. H...e 57: 2.) CONFIGURATIONS. OXXO, OX, XO, XX F.K. 3.) SEALANT: FRAME CORNER, INSTALLATION SCREWS & PANEL CORNERS ".F.. SEALED WITH SCHNEE/MOREHE4D #SM5504 SEAM SEALER F.K 4.) ANCHORS: `` . MAX. 6" FROM EACH CORNER (HEAD & SILL) /% 4'' D.B. MAX. 6" FROM EACH CORNER (JAMBS) // INDUS RIES p„Mpflom, ��• � , J7K'If• r MAX. 4" EACH SIDE OF MEETING RAIL CENTERLINE �} ELEVATION & NOTES MAX. SPACING AT HEAD & SILL: 13..000 MAX. SPACING AT JAMBS: 21.000 1070 TECHNOLOGY oHmE NOKOAN.$ FL 34275 ALUMINUM SLIDING GLASS DOOR, IMPACT 5.) SHUTTER REQUIREMENT.' NO SHUTTERS REQUIRED R. ftLCWA.Re P.O. BON 1529 5.tls BEN: YWe: Sbel: p,.rllp N.. FM 6.) REFERENCE TEST REPORTS: FTL-2369 AND FTL-3741 sf e'n�wi2 NOKOM6. FL J4274 SG0-70 NTS 1 ^� 6 4345 D 1 1116" NOM. OVER, i 61 OR 62 1/2" AIR SPACE, i 3116" TEMPERED GLASS 7/16" NOM. LAMI GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INNER LAYER — 3/16" HEAT STRENGTHENED GLASS .591 NOM. GLASS BITE 4 1 1116" ILAM1 I.G. GLAZING DETAIL H ri VOM. LAM1 GLASS AT STRENGTHENED_ GLASS i INNER LAYER HEAT STRENGTHENED GLASS VOM. BITE 7 . I " LA ` ! ATE iN �TA7 PPOBOM NEPIP2D a MP4'`BgillblOP14 2-02 HR�tleD � 80 BFYbe TREV eF.K. 10 � 13 00 e: REV. A D.B. 3 15 99 �� INDUSTRIES becnpiron: GLAZING DETAILS iDNOKOMIS. nur. l'1��3 a J4275� ALUMINUM SLIDING GLASS ftbedL Clv P.E. PEM971 P.O. BOA 1529 SMe4a: d Sgl: Dmi y. NOKOMIS. M1 J4214 $GO-70 NTS 2 p1 6 )OR, IMPACT Fen 4345 D IC ROUGH OPENING �3tIC��Iw-1 MAX. 9J.937 MAX PANEL HEIGHT 61,1 HORIZONTAL SECTION L SEE SHEET 5 FOR ALTERNATE MORTIS LOCK & HANDLES 1.235 nWBVqFRElM ��i0��YlY�Yr K.rep m F.K. 10 20/0 C-NO CHC INLs SHT. RefK 6 1 5/JO OJ C-A00 IXASS 77Y OEM I '' 1 1/2 KI14" 2.435 L J 7 Ren F. 2/5 03 8-MOVE CIAZIM1C OET. ,91I 8-YOVE F.K. 70 13/00 V. A: REV. A WEEP HOLES 5 s 4 oD.: 5.177 g A INDU TRIES D.B. 3 75 99 oe.rnovem SECTIONS ROUGH OPENING 4 z O Z� ilGe: EXTERfo 1 INTER10 VERTICAL SECTION 1070 i6CHNOLOGY ORNE NOKOWS. a J4275 ALUMINUM SLIDING GLASS' DOOR, IMPACT PWMLdeM1, P.E PEkADi4D P.O. 90X f529 aeXef/Nw. Seep: NTS S1NON. 3 6 MvvMD 1%. Fw: O 9oN& NOKOMIS, aJ4274 SGD-70 ^1 4345 p f r-5.177�� I--5.357�—T -1 1.986 �.557 -'I 2.376 r 2.435 IV I I-T 9 I �.--r 2.591 r4" u u u 7.235 1 IJ 1 p� 4J15 L ET {1 2-TRACK THRESHOLD I I �5.177� i'-TRAGK(HEAD 2-TRACK CAA!8 AF-12255 -I 1.670 I- 4306 F=I2P45 1224 4J05 510E RAIL OJ TOP & HOT. RAIL AF-12249 2_T AF-12248 -12246 -{ LB76 I-- 1.800 1.045 t--I 1.9I93 -j 1.872 r�1.8�72p 2.048 r5 1.993 77��11--- 1A1AJ. I� 1.019 1.221 I iL 1.0454—� —1' J--Prr_.J" I FXED PANEL ADAPTER I 4JO8 AF-12254 4317 ' 4318 4319 4320 MEET. RAIL (FIXED) SCREEN TOP RAIL SCREEN BOT. RAIL SCREEN SIOE RAIL SCREEN MEET. RAIL AF-122 1 AF-12256 AF-12257 AF-I2258 AF-12259 I 12.282 .939 r r , I L 1935.r 1.3�T L r.B49 2.909 971 1.305 Z946 4342 (MOD00) .7J9 II '�— i_� PANEL ASTRAGAL (OXXO) 4J2864J42 T- 4324 L FXED PANEL CUP 4344J CLAZ. BFAD (7/IB' Lam.) AF-12262 SCREEN ASTRAGAL (OXXO) AF-5 4601 4J26 MAT'L 6063-T6 ALUM. MTIna(EMEETH0.) NOTE. ALL OTHER EXTRUSIONS ARE 6063-T5 AF-12261 ALUM. R.ve4 aPRe: F.K. 10�20/0 C-NO CHC THIS SM. Rene By: a L� f- 245 F.K. 5 J0 OJ C-NO CHG THIS SWII R B—ADD 739' 050 ew 2 5 03 -ADD 1 1 16' C.B. i824 RaoeucrauMtReo F.K. )0 13 00 —REV'-A' ^ ueM e41lWfYIW er. me: 03.0512.02 Q INDUSTRIES" D.B. 3 ,5 99 GLAZIN4395 G BEAD �" EXTRUSION PROFILES (I 1/16" LAM/ I,G,) DhW. '°7ZOYIS"°n 4B5"` ALUMINUM SLIDING GLASS DOOR, IMPACT RUCa4LCI P.E. P.O. BOX 1529 SeKse/IbdN: SroM1: F. Onvlg No- Rx. s°S,�' ' MOKOu1S. n 34274 SGD-70 NTS 4 =I 6 4345 D /to pB" 1 /—]/le'TP �P.IOAL> HEAD7 (WOOD) P 1114•uw vII•a]'. III a', xs —r x SUCK 114- WO]D BLYK W. W A141 TYPICAL SILL (MASONRY) : x xnoo Bexx .I Imo,• po p"m i P!A faa444ttU1pK TYPICAL JAMB (WOOD) la• ]axav arson uusr IxxsPtx sxcw coo m sua TYPICAL Hi (MASONR' )x Wo ZT-1 1 �114. 1� 0700AL JAM (MASONRY) INTER10 TYPICAL 'OXXO''CONFIGURATION �I MORTISE LOCK COMPONENTS rsrPFK. F.K. F.. T, �FK- INDUSTRIES D.B. dreapaon ANCh ,oio recKnrococr bRrvE ALUM NOKONI$ ii N275 r+cxPS M12P.e s.rmywex. a. P.O. BOX 1a19 avuwti NOKOWS, fl ]9274 $CD-7O SLIDING GLASS .Ic 5nul: Gm NTS 5; a 6 0 4345 1 D MMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: y1colL MIAND-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MUMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. �S � an..c rSGD�6' nnirunml Q a�i APPROVAL DOCUMENT: Drawing No. 4340, titled "Impact — Alum. Sliding Glass Door", sheets 1 through 6 of 6, prepared by manufacturer, dated 2116/98 with revision on 6/2/03, signed and sealed by Robert Clark, 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 Division. IiSSII EIIlGlPi RAMG—:-Llarge ari ^ e pa LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 -hi its 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 # 02-0306.01 and, consists of this page I.as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. �lo �t;rTw NOA No 03-0512.04 Expiration Date: May 06, 2007 Approval Date: November 06, 2003 Page 1 T 21' MAX. O.C. 1 6' MAY. m 96' MAX. . (18' 47.6I {I�I MAX PANEL WOW .f 'II iI y II 'i i ALTERNATE MORRSE LOCK & HANDLES (SEE SHEET 5) 93.937' 96 PANEL O v HEIGHT _n �IIj f I I JJO, eor. TO LOCK LOCK LATCH I 1.) GLAZING OPTIONS. A. 7/16' (.454) LAMINATED W/ AN .090 PVB INNER LAYER OF MONSANTO 54FELEX OR DUPONT BUFACITE BETWEEN (2) UTES OF J/16" HEAT 57RENGTHENED GLASS. B. 1 1/16- I.G. CONSISTING OF (1) LITE OF,i6` TEMPERED GLASS, A 1/2° AIR SPACE AND A 7/16' LAMINATED GLASS. THE 7/16 LAMINATED GLASS COMPONENT CONSIST OF AN .090 PVB /NNER LAYER OF' MONSANTO ANNEALED ErDUPONT OR T GLASS AND (1) UTEOF3/16'HEAT STRENGTHENED ACITF BETWEEN U.) SS LIFE OF 3/16 C. 1 V16' I.G. CONSISTNG OF (1) LITE OF dfl6' TEMPERED GLASS, A 1/2' AIR SPACE AND A 7/16' LAM/NOTED GLASS. THE 7/16 LAMINATED CLASS COMPONENT CONSIST OF AN .090 PVB INNER LAYER OF MONSANTO SAFEUX OR DUPONT BUTACRE BETWEEN (2) UIES OF 3/16' HEAT STRENGTHENED GLASS. 2.) CONFlGURARONS: XO/OX/XX J.) DESIGN PRESSURE RATINGS: SEE TABLES (NOTE ALLOWABLE PRESSURE DIFFERENCES WITH GLASS UPGRADE OPTION) NEG. DESIGN LOADS LWSED ON TESTED PRESSURE AND GLASS TABLE ASTM E 1300-98. FOS. DESIGN LOADS WED ON WATER TEST PRESSURE AND GLASS TABLE AS U E IJ00-98. 4.) ANCHORAGE: DOUBLE ROW OF FASTENERS LOC47ED AS FOLLOWS AND PER SHEET 4 OF 6. HEAD & SILL: MAX.'' 1/2' FRDM CORNERS. AT THE MEERNG RAIL CENTERLINE hW. 4" ON EACH SIDE OF MEETING RAIL CENTERLINE J MAX 21' SPACING. MAX. 6' FROM CORNERS. MAX. 21' SPACING. 5.) SHUTTER REOUIREMENT.•NO SHUTTERS REQUIRED 1 6.) REFERENCE TEST REPORTS: FTL-1972 & FTL-3741 7.) ALL FRAME CORNERS & PANELS SEALED WHH SCHNEE/MOREHEAD SEALANT. COMPARATIVE ANALYSIS: FRJT41 © DU59TYPE B.11/iTLG.,SNB•TEMPERED 1G7AIR SPACE,7118RAM3UTED IB'A..0W PM WIW HS TABLE 3 H 3.W HIGHSL TA9LE4 WITH 243°HIGH SILL DOOR WIDTH DOOR HEIGHT DOOR WIDTH DOOR HEIGHT 84.000 80.000 88.000 84.000 90.000 98.000 NEG POS NEO FOS NEO POS MEG P09 NET I POS I NEG I FOS U-000 8.3 04.000 -63.9 1 40.7 1 40.7 1 48.7 1 -08.2 1 48.7 90.000 -49.8 49.8 1 -00.9 44.9 1 43.7 1 4: 90.000 49.81 4&7 1 -0L9 1 44.9 1 43.7 1 43.7 06.00D -09.1 49.1 1 14.0 1 44.0 1 40.7 40.7 N.000 -09.1 1 40.7 144.0 1 44.0 1 -40.7 1 407 4' MAX. 4' Ma.. 6 1/1' 21 -^I MAX ANCHORS DIM. FROM CENTERLINE (2) ROWS OF ANCHORS T7. HEAD, SILL & JA4B5 (SEE SHE4 OF 6) MAX, NF& SILL TIP. HEAD & SILL (SEE MOTE 4) (OUTSIDE ELEV,4TlON LOOKING IN) COMPARATNEA ALYSIS: F1L-IRN D2EA:7ImtAMINATyn (3718' HHA.00 WB, 8H8'H9) HL4741 GLASS TYPE C. I ViW I.G.,3118TEMPERED 02 9YSP�/161 UMIMTEDM6'M,.= PVB, 3/IB'H TABLE 1. WITH 3XV HIGH SILL W MDR WIDTH DOORHEIGHT DOOR WIDTH DOORHEIGHT U.000 90.OD0 98.000 M.000 90.000 98.000 NEG POS NEG I POS I NEG I POS NEG POS NEO POS NEO I POS 14.000 -90.0 00.0 1 -90.0 90.0 -00.0 1 no 84.000 -00.0 48.7 -90.0 46.7 &0.0 1 MIT M. -90.0 90.0 1 49.3 89.3 47.3 1 87.3 W.000 4M.0 46.7 1 59.3 48.7 1 87.3 46. 98.000 88.8 0.8 1 54.6 1 84.6 1 AI1.2 1 812 0WlA00. -88.6 1 0.7 1 -64.6 1 45.7 r-B131 F46,77 1070 TECHNOLOGY DRIVE NOKOMIS. FL J4275 P.O. BOX 1529 NOKWS, FL J4274 ELEVATION IMPACT - ALUM. SLIDING GLASS DOOR SGD-70 I NTS 11 e1 6 1 4340 1 1/16' NOM. OVER (BOA 1/2' AIR SPACE 3/16' TEMPERED CLASS — — 7/I6' NOM, LAM/ GLASS J/I6'ANNEAIEO OR HEAT STRENGTHENED GLASS Q .090 PV9 INNER LAYER (MONSANTO SAP.EX OR DUPONT BUTACITE) , J/16' HEAT STRENGTHENED GLASS 391 NOV. CLASS BITE 1 1116" LAMI I.Q. GLAZING DE(A/L I 23 24 — 7/16' NW. LAMI GLASS — J/16' HEAT STRENGTHENED GLASS 090 PVB INNER IAYER (MONSANTO SAPIEK OR DUPONT BUTACNE) J/16' HEAT STRENGTHENED GLASS S/O' NOM. GLASS ORE 7( 4tiilNArEO GLA`Z1N DLAIL CHG THIS IND PRODDCt nvVWO m svtibAs &asvlmf6A �OY� �i.051209 g Dm i BehhvLM oa+A� 1070o O`s;'0a J4275 MIMPACT — ALUM. SLIDING GLASS DOOR P.O. BOK 1329 6 -/ftd°I: 6-": G'a L 0.1, N. Mv: NOKOMIS, FG J4274 sco-7o NTS 2 =I 6 4340 G F4014 ROUGH OPENING SEE SHEET 5 FOR ALTERNATE MORTSE EXTERIOR LOCK @ KINDLES 1.019 INTERIOR FIXED PANEL JAMS S7ILE FASTENED TO RIGHT FRAME JAMS W/ ONE ALUMINUM ANCHOR CLIP 7"AND JI-1/2" FROM EACH ENO (TOTAL OF FOUR), EACH ?TERIDR FASTENED W/ T70 NO. S BY I e PAN HEAD SHEET METAL SCREW. 1.235 ROUGH OPENING �.wa rRODUCTRB I.250 x 2.435 OR ON S Ren elc n: G—ADD 250 SEE NOiE.i ON SHEEP I• F.K. 6 2 03 G—ADD ITEM WEEPHOLES RpF.K. 6 6 03 FALT�LOCN & I 111616 IZ� Rry V. Oan: RMelene: ROUGH - 5.177. � L.T. 5 15 02 OPENING 4 2 F.K. 5%22/02 ENO CNG THIS 9N (J,/ 1NDUSTRIES O.R. 2 16 98 OeeenGBnn: �•V{?T7QKsS'ECTION SECT. VIEWS - OX W 0 REINF. � IONOKOMS, FL J 275IMPACT -ALUM. SLIDING GLASS DOOR ftpbeAL. CIaM, P.E P.O. BOX 1529 Sedq/No a Scan: Shnb pepxlnp Na Rrv: REFERENCE TEST REPORTS: FTL-7972 & FTL-3747 PEI�W12 NOKOMIS. M J427< SGD-7o NTS 3 a 6 4340 G 9NWtui01 112 1 112- MINT. 114' _ u4x i (SEE NOTE 1) 1/4-TAPCON W/ j12 NO 2 X ;D BUCK 114' ua. TYP. HEAD - or- a.• *.'.. : -1 � MIN. MAX I Typ, SILL TYP. HEAD (SEE NOTE 1) V, TAPCON w 112 HD GROUT MUST �nMNSFER SHEA LOAD TO SLAB 4' SUCK DESCRIPTION I V.T. #1 QTY./LOCATION I VENDOR I VENDOR �R# I I 2 X WOOD BUCK f x WOOD BUC 114* MAX. 114* 1w. 112 SCREW 10103 1 R=�' MDUUREVWD wnlb F.K. -ADD HW 37 o4 7",4 (SEE NOTE 1) all. V. 1 72•r, 19,76103 1 FN=AJCFlMWS 35, 36 7, 114- TAPCON W1 112 HD t. T. Reroa By. W115102 rNA"WON DOG. V, •1 112- MIN.INp12102 1 114- MIN,O.B.8 IAZI /Je� CORRECT CT £MBEDMEN 11716198 1 N�pucn: TYP. A ie�ANCHORAGE DETAIL & PARTS LIST NorE 070 TECHNCL= DRW NOKOMIJ A 34275 IMPACT — ALUM. SLIDING GLASS DOOR 1. USE YIWI-DADE COUNTY APPROVED aCO OR lFW TAPCONS. �MLMkP.E. P.O. BOX I 7'1!60 fi�. il I PE0,9112 8.�[ I 352974 mKomis. a 42 SOD 7 js��SJ�7 ., 6 1�V 4340 G I i I .078 ---7t— r5.177 1.600 .076 J 7 .062 I DWG.#4315 DWG.#4314 .078 --Ih- �— 5.177 O 2-TRACK T RT5 HOLD ® FIXED 6063LT5 ADAPTER DWG.#4302 O 2-TRACKJOJ 5�2D � 2-TRACK SILL _ O 6063-TS I I 6063-TS 2.808 os2 DWG.#4326 OMOVING PANEL j 5 MEETING RAIL 6063-HST54 --I 1.612 L221 L.as2 DWG.#4320 2O SCREEN MEET. RAIL 6063-T5 S.357 zs —1 BI DWG.#4304 12-TRACK JAMB 6063-T5 Y ��J'IIII(L,,��—,�, �I'I�IIIpp� ,062 d 7.993 DWG.#4317 SCREEN TOP RAIL 6063-T5 L r ,.935 87]I I DWG.#4328 ,3 J FIXED PANEL CLIP 6053-T5 .062 —i Of +{ f.670 OWG.#4305 O TOP & BOT RAIL 062 9 DWG.#4318 SCREEN BOT. RAIL 6063-T5 T- 1.376 1.644 L .062 DWG.#4306 OSIDE RAIL 6063-T5 1.872 � .019 .062 DWG.#4319 jg SCREEN SIDE RAIL 6063-T5 IND -1 1.876 r 624-2048 A DWG. 4308 j O MEET R IL (FIXED) 6063-HST54 L-� I--- .245 .739 II ,050 .824 DWG.4395 7/16 LG. GLAZING BEAD 6063—T5 MDI ftvt �w.9�.89r�wW THIS SHT� i 1 35 wr 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 IMPACT - ALUM. SLIDING GLASS DOOR P.O. 60N 1529 S.6"m f. Se Ic SAw: OrvwI, N.. Rm NOKOMIS, n 34274 SGD-70 NTS 5 a 6 4340 I G T£M DESCRIPTION V.T. ,j/ QTY./LOCATION VENDOR VENDOR' 40 MORTISE LOCK SURF. MOUNTING N0091VFPXI 1 d PLY ROOK & NF, 7HUMR KEY OPERATOR TRUTH 41 MORTISE LOCK KEEPER 12250ZM 1 ITRUM 42 IMORTISE LOCK RECESS ADAPTER V22BOULRAI 1 TRUTH 90' MORTISE LOCK COMPONENTS it INTERIOR EXTERIQ TYPICAL'XO' OR'OXCONFIGURATION IN ZU IOTO TELHMMOCY ORNE MOKOM , M 34275 BOEVIL. CIvk, P.E. P.O. BOX 1329 PIT- WKOMS, a 34274 — ALUM. SU Scvk: Shoo: NTS 1 6 eT 6 lAOM=RZYM&D `muarrrnrr Am�sw-0511.Oq DAY � SHT LOCK & HANDLES ASS DOOR Bar. 4340 G CSM Engineers, LLC Civil Structural Marine r Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, Fl, 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 301— Door A To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. Sincerely, Jr: y Per "ns. P.F: ;Regist: ation'# ,67332:' A r r,1 c l i l ST. LUCI E COUNTY BUILDING DIVISION REVIEWED FOR C E REVIEWED Y -- - — - - - --- DATE W' FLAN9 AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILLBEMADE Inspection - Evaluation - Design 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. com Permitting TYPICAL SLIDING GLASS DOOR ANCHORAGE 4 X BUCK 2 X BUCK,; TYPICAL HEAD Appnn ea Wood screw masonry fastener 11/4'minimum APPtovetl wootl buck 1 1/44 n1mum 11l4'minimum embedment L embedment into wnvete into wood Approved 1 � ' wootl buck Maximum 1/4'sh'un� typical i space ryat eaU a install.ton screw M irrum'1/4'shim� space typical at each Installation suety FILE TYPICAL JAMB opy. t 1/4'minimum Maximum 1/4'shim—�I F-Appmved embedment space Viral at eaU I I I vmoahurx iota ceme Prdved tenry i tener` Approved- �—Maximumt/4' shim wood buck space typical at each installation screw. TYPICAL SILL Reference Miami -Dade CountyNQA for specific anchor requirements 02003 PGT Industries, nc. CSMEngineers, LLC Civil Structural Marine Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, FL 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 301— Door B To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. Sincerely, J dy Perkins, n;E. r:: Registrat jn # 64332 . r=, l Inspection Evaluation Design - Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers.com t� (•t��,- ri %' `-r '�> ��- .�. 'ice `-i., _ r.�' " <': ■ • SLIt®ffG GLAS� ®®ORtS SEloll RIES�SGD70 TYPICAL SLIDING GLASS DOOR ANCHORAGE a TYPICAL HEAD - Appini Woof scn masonry fastener It-Animum rove Appd wool dback IlWirnmimum t 1' embedment I embedment ,. inro concrete .1 fine ad Approvetl I ' wootl buck Maximum 1/4'shil space typical at each IIr installation screw Mesimum 1 /4'shimJ ' space typical at each installation screw TYPICAL JAMB TYPICAL SILL Reference: Miami -Dade County NOA ' for specific anchor requirements 62003'PGT Industries; Inc. - Mextmum 1/4'shies Approved space typical at each I wood buck: - • , 10/ 03 CSMEngineers, LLC Civil Structural Marine Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., hic. 480 S. Market Ave. Fort Pierce, FL 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 301— Door C To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. Sincerely. udy Perkins;--F E'" RegWV- ation # 67332: Inspection - Evaluation - Design - Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers.com TYPICAL SLIDING'GLASS'DOOR ANCHORAGE 1 .,BUCK 2:X Uy TYPICAL HEAD 1114'minimum embedment concrete �Approved. II masonry - fastener Approved—� Maximum iWshim wood buck space typical at each ,_ .. installation screw. TYPICAL JAMB TYPICAL SILL Maximum W shim ---I Approved _ space typical at eacM1wood buck < l 2W CSMEngineers, LLC Civil Structural Marine Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, FL 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 301— Door D To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. Sincerely, Registrdfign 4'6`2332:' Inspection Evaluation - Design - Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngtneers. com t �i INSLi *,IiNG GLAS ®®ORBS -SERIES S;GD70 i TYPICALSLIDING GLASS DOOR ANCHORAGE - TYPICAL HEAD .. _, Approved Wood screw - - A asonryfasteher 114"Approved wa 1 Urarinimum <i 1 athadmnlmum PP embedment " embedment i—nroconcrete—"t°. wtO°d ' MPmved Ir i ' wood buck Maximum 114- shim space typical at exch instailatbit screw Maximum 1 /4'shim� space typical at each 'Installation screw TYPICAL JAMB 11/4'minimum Maxmum l/4'shim—�I Approved - embetlmeht space typiorl at ead I i wood Fuck _ into concrete installation screw - .. Approved 'masonry li fastener II I III -Wood screw hfm woodbuck � space typical at each f1/P minimum " _ wood buck space typist at each embetlment - installation screw. into woof. TYPICAL SILL O - - o Grout musto later - ear bad to slab 1114 minimum embedment - ReferenceMiamiDadeCountyN& - _ into concreie [ ApProvetl for specific`, anchor requirements mason ylastaner nc vdm Pr.T lnfl—tri� 1�—. .. inini -. CSMEngineers, LLC Civil Structural Marine Wednesday, April 06, 2005 Florida Awning, Glass & Screening Co., Inc. 480 S. Market Ave. Fort Pierce, FL 34982 Re: Framing for sliding glass door replacement at Sands Ocean Condominium 301— Door E To whom it may concern, CSM Engineers certifies the framing design, including the threshold detail, for the sliding glass door replacement at the Sands Ocean Condominium. PGT WinGuard Series SGD70 shall be installed in accordance with the PGT sliding glass door anchorage plans and specifications (attached). If you should have any questions please call me at (772) 220-4601. erel ll�-' C,v .. ;! Eeirins, P �F istcation k 62331 i it `t Inspection - Evaluation - Design - Permitting 2608 SE Willoughby Boulevard Stuart, FL. 34994 Phone: 772-220-4601 Fax: 772-220-4603 Visit us on the Web at CSMEngineers. com TYPICAL SLIDING GLASS DOOR ANCHORAGE TYPICAL HEAD Appmved Me fastener �;ii} 11/4'minlmum embedment im nto ncre[e Approved ••V• II wood buck Maximum Spam typli ME Installation Maximum 11C him - Spam ;lcal at each Install.tim screw 11/4'ml - embedmentent it. concrete Approved masonry '. ` fastener ` Ifs �l I I- Apprcved— —y �--Maximuml/4'shlm wood buck space typical at each installabon screw Reference Miami -Dade County NCA for specific anchor requirements Z2003 POT Industries. Inc TYPICAL JAMB TYPICAL SILL Maximum 1/4'shim- space rypiml et each installation screw c S.. 1W minimum lnini