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HomeMy WebLinkAboutSUBMITTED PAPERSDATE: PERMIT NUM I,, jP PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 �� L BY APPLICATION FOR REPLACEMENT OF UCle County WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: �� ,�,,,�We S ,��/ rcr� �� L� �� � 9207 aic- 2. PARCEL ID NUMBER: 3 V O 7 490/.6 m eOO - % 3. DESCR'IP-TION OF PROJECT OR WORK ACTIVITY: ��/`(� !� � �XI S �%94y,✓i r.>G'O� �s f � /" �/ dH�Fr/a 7`$G/ �)�,G� °�>dv�uG T ie�ii2�1✓�Rtc%� /�,e,.� � �..r�i/�Oiti Gj�d�J9' 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS /� INFORMATION 6. Name: AyAee TCY �(. ayij Address: .1207 C !hd$1,10Jawe- City: * , &�. State: -- Opening Design Pressure Design Windows, Swing Doors, A.S.C.E - 7 Pressure Skylights, Fixed Glass Product 120 mph 30 mph 40 mph Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.E (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ 2,97- ©Oo CONTRACTOR'S INFORMATION FL Reg/Cert #: _G 6-6 County Cert #• Ag 7 d Business Name: -h&Aj /le /Selti Phone Number: 77d ',ZA6 ` collA4d4e, Model # I Method of Attachment # Florida Product Approval # N owNEws AFFIDAvrr. I certify that all of the information contained in this application is correct and that all ork . be done in compliance wiitth 411 applicable laws regulating constructiound zoning. PRINT QUALIFIERVOWNERS NAME SIGNATURE OF QU IFIER STATE OF FLORIDA, COUNTY OF Lt GiL' ACKNOWLEDGED BEFORE ME THIS DAY OF .ju — 20 ! . BY 'WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICA N. APAV pt's- A ur R HELSETH SI�IRE-OF NOTARY TYPE OR PRINT NAME OF NOT MY COMMISSION 9 DD824619 EXPIRES: September 21, 2012 TITLE: NOTARY PUBLIC COMMISSION NUMBER °P'< Ff. Notary Discount Assoc. Co. NOTICE TO OWNER: YOUR FAILURE TO .RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 41 l' L 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 the amount of permitting fees to be assessed. St. Lucie County reserves 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 subm• itted to the St luciepCounty Building and Zoning Department, St. Lucie County Administration ''�'Baildiug, 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. J ST. LUCIE COUNTY Vinyl Siding 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 [] Attach 2,copies of the NOA or Florida approval with details to the product being used. 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 8t Overhead 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 kind of structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE. ADDRESS: ...........................I............::...:.... .Indicate the street address, or general location, `of the property on which the building activity is taking place. 2. PARCEL ID NUMBER:........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 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 ofthe property on which the, product is to be installed. ; 5. CONTRACTORS INFORMATION:....... .............................. Indicate the State of Florida (if applicable) and St Lucie County - contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION ............................................ 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 Page 1 of 1 Property Appraiser - St.Lucie Cc� ,y, FL i- , Robert A Davis Record: 1 of 1 Property Identification Site Address: 1207 KINGSWOOD LN Sec/Town/Range: 04 :36S :40E Map ID: 34/04S Zoning: RS-3 PROPERTY RECORD CARD <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 3404-807-0016-000-1 i 2� Account #: Land Use: 39979 SF Res City/Cnty: St Lucie County Ownership and Mailing Owner: Robert A Davis Roberta Davis Address: 1207 Kingswood Ln Fort Pierce FL 34982-7228 Sales Information Date Price Code 12/10/1988 22500 05 6/1/1986 0 01 5/1/1986 3700 01 5/1/1986 0 01 6/1/1985 17000 00 Legal Description DRIFTWOOD MANOR -SECTION TWO- LOT16 (0.50 AC) (OR 0615- 0963) Assessment 2010 Final Total Land and Building Deed Book/Page 2010 Final: 123900 Land Value: 31400 Acres: 0.5 WD 0615 / 0963 Assessed: 123900 Building Value: 92500 CV 0505 / 0186 Ag.Credit: 0 Finished Area: 2163 SgFt CV 0501 / 1790 Exempt: 50000 CV 0501 / 1790 Taxable: 73900 CV 0468 / 1859 Taxes: 1740.38 BUILDING INFORMATION .•f.9.(P•6 O1•b,(P•31) Exterior Features View: - RoofCover: SA - Asph Shingle RoofStruct: HP - Hip ExtType: HC - HC YearBlt: 1989 Frame: Grade: C - C EffYrBlt: 1989 PrimeWall: WS - Wood/Sheath StoryHght: 0010 - 1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 3 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBIt. No. Land Use Type Measure Depth SWAY - RES POOL AVG Y 1 392 AV AV 1989 1 0100-SF Res 217 -Front Ft 150.21001 145 PA01 - POOL DK-AVG Y 1 608 AV AV 1989 ENC2 - POOL ENC-AVG Y 1 1000 AV AV 1989 4CFT -4CFT S 1 1 AV AV 1989 3CFT- 3CFT S 1 1 AV AV 1989 3CFT -3CFT S 1 1 AV AV 1989 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/prc.asp?prelid=340480700160001 7/ 14/2011 IWO 7 i I 1 LV11V{A LILL11111116 L+VLLI, Vllllllt+ rttgu 1 V1 1 :lay e BCIS Home Log In User Registration Hot Topics s Submit Surcharge Product Approval USER: Public User Pry uct AnRMv— i ha tern > Product or Application Search > Application List arch Criteria de Version 2007 plication Type ALL tegory ALL plication Status ALL ality Assurance Entity ALL )duct Model, Number or Name ALL proved for use in HVHZ ALL pact Resistant ALL ier ALL Stats & Facts Publications FBC Staff BCIS Site Map Links Search ` FL# 9162 Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL .Search Results - Applications type Manufacturer Validated B JIStatus FL91r6Y2'ft'1' Re ision Builders Hardware Inc. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies L.F. Schmidt, P.E. (813) 926-6537 Approved i History ?'Approved by OCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission If necessary_, Department of Community Affairs Florida Building Code Online Codes and Standards 25555humard Oak Boulevard Tallahassee, Florida 32399.2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Coovright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: ® El veHafyw r. t rruoted http://www.floridabuilding.org/pr/pr_app_lst.aspx 7/11 /2011 i• Ivi, tua i-v uiiuuirg %-,uuc vliiu.Lc �—j rage I or 4 BCIS Home Log In User Registration Hot Topics r Submit Surcharge Product Approval USER: Public User Stats & Facts s Publications FBC Staff BCIS Site Map Links Search Product Approval Menu > Product or Anofcatipn Search > Appiiation Liig > Application Detail mg g r Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method [E—L9S62R1 Revision 2007 Approved Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800) 966-7753 Jngodwin@bhitampa.com Vivian Wright rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer &: Evaluation Report - Hardcopy Received Florida Engineer or Architect. Name who Wendell W. Haney developed the Evaluation Report Florida License PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality,,,Assurance.Contract-ExpiFation Date 12124k/r2011, Validated -By 9' 171`75hmiat; P.E. r Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9162 Rl COI Certificate of Inde eg�ndence. �df Standard Accepted Engineering Practice ASTM E1886 / E1996 ASTM E330 TAS 201,202,203 Year 2007 2002 2002 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/11 /2011 1 iVi1�iK Llill�.{Lll� VV�.tV V1111t1V Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved immary of Products Method 1 Option D 03/18/2008 03/30/2008 04/03/2008 05/06/2008 FL # Model, Number or Name i Description 9162.1 a. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Non -Impact" Fiberglass Door - Inswing / Outswing Configurations (X) Limits of Use Installation Instructions —7 Approved for use in HVHZ: No FL9162 R1 II INST 9162.1.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes ! Design Pressure: N/A Evaluation Reports i i Other: See INST 9162.1 for any additional use FL9162 R.J. AE EVAL 9162.1.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars i 9162.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Non -Impact" Fiberglass Door ! I with Sidelite - Inswing / Outswing Configurations (OX or IXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL91.62 Rl II INST 9162,2,,pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.2 for any additional use FL91.62 R1. AF EVAL 9162.2.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.3 c. Fiberglass Door Up to a 3'0 x 68 Glazed "Non -Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXO)I Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST �5162.3.,pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Wendell W. Haney, P.E, 54158 Design Created by Independent Third Party: Yes Pressure: N/A Evaluation Reports Other: See INST 9162.3 for any additional use FL9162 R1 AE EVAL 915Z,3.p f limitations, installation instructions and product Created by Independent Third Party: Yes i particulars i 9162.4 :]Fl� lass Door Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door - Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162 4 pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.4 for any additional use FL9162 R1 AE EVAL 9162.4.ndf i limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.5 e. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXXO) I Limits of Use Installation Instructions i Approved for use in HVHZ: No FL9162 Ri II INST 916L S pcf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.5 for any additional use FL9162 R1 AE EVAL 9162 5 pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars i 9162.E �f. Fiberglass Door Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Door - Inswing / Outswing Configurations X Limits of Use Installation Instructions Approved for use in HVHZ: No I FL9162 RI II INST 9162.6.pdf i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/11/2011 riuriva n1.1111J111g wue v111111C rage 3 of 4 Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.6.gdf level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. See INST 9162.6 for any additional use limitations, Installation Instructions and product particulars 9162.7 g. Fiberglass Door Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Door with Sidelite -.Inswing / Outswing Configurations (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 111 II INST 9162.7,pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.7.p level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidellte must be protected with an Impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.7 for any additional I use limitations, Installation Instructions and product i particulars. 9162.8 h. Fiberglass Door Up to a 3'0 x 6-8 Opaque "Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXO) f Limits of Use Installation Instructions i Approved for use in HVHZ: No FL9162 R1 1I INST 9162.8.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL.9162_L.P f I level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelites must be protected with an impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.8 for any additional use limitations, installation Instructions and product particulars 9162.9 ass Door [!�? Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door - Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No 41-9162 R1 II INST 9162 9 pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panels meet missile FL9162 RIAE EVAL 9162.9.pdf level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996.See INST 9162.9 for any additional use limitations, installation Instructions and product particulars 9162.10 Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door with j Sidelites - Inswing / Outswing Configurations (OXXO) ! Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 RS II INST 9162 10 pdf j ! Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.IO.odf level "D" and includes Wind Zone 4 as defined In ASTM Created by Independent Third Party: Yes i E1996. The glazed sidelites must be protected with an impact resistant covering in compliance with section ' 1609.1.4 of the FBC.See INST 9162.10 for any additional use limitations, installation instructions and product particulars Sack Next Department Of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. All rights reserved. http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/11 /2011 Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: 0999921 Yer161gn t ° yr i1v6COd w � �� VBPiFti 6 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/ 11 /2011 Builders Hardware ' nc. 5615 E. POWHATAN AVE TAMPA. FL 33610 PH. (800) 966-7753 GLAZED FIBERGLASS DOOR INS WING/OUTS WING NON -IMPACT GENERAL NOTES 1. This product has been evaluated and is in compliance with the A2007 Florido Building Code structural requirements excluding the 'High Velocity Hurricane Zone". 2. Product anchors shall be as fisted and spaced as shown or. detoiis. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. when used in areas req:;iring wind borne debris protection this tG product is required to be protected wilt) on impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4, For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck, masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET f OESCRIP7(CN I TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS. COMPONENTS & VERTICAL CROSS SECTIONS 3 IH.ORIZONTAL & VERTICAL CROSS SECTIONS 4 IVERP.CAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 BILL OF MATEftiALS, GLAZING DETAALS & COfPONENTS Y —37.50" MAX. O.A. r! FRAME WIDTH t 7 C! H N \ gv � �= I � W iJ S 2 v W A o g� �I OVERALL. i OVERALL DESIGN PRESSURE SWING FRAME D.LD, GLASS TYPE POSITIVE I NEGATIVE . DIMENSION DIMENSION 37.50' 20.50" INSVANG X X +60.0 -60.0 81.63' 62.75" I '' iS:Yf 6'r Q j 37.50' X �1650 CI +60.0 -60.0 I`i I+ I 07117107 N.T.s. s AP m ar WY/N 3 M1u Hd.> K FL-3547 n 35.75' MAX. PANEL WIDTH 4.5" D �( T- r 34 u a 2 2 � oo{ C4 T 1 2 DOOR PANEL 7 6 31 1 2 .ELTEgLq$ 5 2 Gf ''A 7 34 NTE614B L 2 , HORIZONTAL CROSS SECTION 2 FBERGLASS PANEL n 0 1.584' 1 2 5 LOCK BLOCK DETAIL L � 0.980, n 'R C[SLLLd 6 ^ U 7 T— art: 07 17 07 i 1 4 wu, N.T.S. HINGE de LATCH HINGE & LATCH STILE o+c, rr: AP m SALE EDGE REINfORCEMENT cwc w: WWH 3 ow.mn L7 ` VERIICAL CROSS SECTION fl,7:_3547 0 2 FIBERGLASS PANEL °n aun I or 6 C IfA 11 EXTFRIQ 13 -Z A N 1MIEHt4S 26 c q j L CROSS SECTION INSWING 4) IX SUB -SUCK SUBSTITUTING CONCRETE SCREWS FOR SCREWS PER SECTION 0) 1714.5.4.2 OF THE FLORIDA BUILDING CODE. m 1/4" MAX. SHIM SPACE L MAX. L SHIM SPACE tot 25 III I IA -T- 13 EXTERIO EXTERIOR H .. H 3$ c1, O 25 23 23 INTERIO INTERIOR C N.T.S. 26 26 19 AP HORIZONTAL CROSS SECTION JNSWfNG (2\ HOR -"IZON7AL CROSS SECTION WWH INSWING FL-1547 H yr •v,. K L �— C c� 25 EXTERIOR �N �f f�ffA f7 INTERIOR I f \ VERTICAL CROSS SECTION 4 INSWING EXTERIOR I", INTERIO 1 [_ _ VERTICAL CROSS SECTION 4 INSWING r r r p 3� j•� R 4 K qgg y ID i ° Y 3 G N S `N F 1 11A 13 I5BS� y � 3� ' �� EXTERIOR 1d.L`&!4B � 3 VERTICAL CROSS SECTION INSWING y+ 1 u 4 SHW/iSU8—BUCK SUBSTITUTING CONCREOWNTE SCREWSX FOR SCREWS PER o SECTION 1714.5.4.2 OF THE FLORIDA BUILDING COOS, qq 8 lNSES1BB EXTERIOR L/d vk2j M «v K �w i c i —07/17 07 _ sc N.T.S. vxc. er: AP _ MVH % w 1 VERTICAL CROSS SECTION FL-3547 ° 4 OUTSWING n sxec• ,g, a 6 g NP. SEEH NOTE 1 :r 25 W/2X BUCK INSTALLATION N W/1X BUCK 2X BUCK INSTALLATION 2% BUCK NP• HEAD & JAMBS SEE NOTE 2 —r W W �zto OU w NP. INSWING r` z MASONRY 2 MASONRY T THRESHOLD =� O OPENING of z OPENING SEE NOTE 2 TYP. 1 J OUTSWING THRESHOLD SEE NOTE 2 i• BUCK ANCHORING FRAM" ANCHORING NOTES. 1. 1/4" Elco Tapcon anchoring 2x buck require a minimum 7" clearance to masonry edges, a 1-1/4' minimum embedment and a minimum 4" clearonce to adjacent tapcons. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations al the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Tepcons may be required to ensure the maximum on center dimension is not exceeded. 2. 1/4" ITW concrete screws anchoring forme and/or sill require o minimum 2-1/2" clearance to masonry edges, a 1-7/4" minimum embedment and a minimum 3" clearances to adjacent concrete screws. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Tapcon locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional Tapcons may be eequ_ fired to ensure the maximum or. center dimension is not exceeded. g�� R aamg$,y 1 N j ll� T 6 vi LATCH & D ADBO T LOCATIONS — SGL DOOR W/1X BUCK R fw INSTALLATION t3 27 SEE NOTE #3 26 m W/1X BUCK W/1X BUCK INSTALLATION SEE NOTE #2 INSTALLATION SEE NOTE #3HIN rftA DET I FTRIK P T D AI n° sxrrr 9 orb 31 kl/2,SS �7 35 M A 0/A THK.1/8' TEMPERED GLASSAIR SPACE/8` TEMPERED GLASS nfi a Va 35 g' 34 n GLAZING DETAIL l.% 1/2" THK. GLASS ca W 3 u ry �4.562" I hx o N U SS POIYFlBER JAMB rnI m �m 4,562" 8 0 50 DOOR SWEEP 12 N zz O 17 JAMB + u 4.563" J 4.563" 2� O -7 _� oa}e 07117107 h a L uur: N.T.S. 5 INSWING THRESHOLD M. - AP ° OUTSWING THRESHOLD nu. er: WWH 3 n FL-J547 °o van � w 6 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL YALE CIRRUS 100C PASSAGE LOCK STEEL A YALE CIRRUS 10CB PASSAGE LOCK STEEL KWIKSET TITAN PASSAGE LOCK STEEL BHI 902. PASSAGE LOCK STEEL YALE 820 DFADBCIT STEEL B YALE 83 DEADBOLT STEEL KWIKSET TITAN DE'ADBOLT STEEL BHI 200 DEADBCLT STEEL C 7 4" MAX. SHIM SPACE - H i 4" X 2-3 4" ELCO TAPCON STEEL J 1 4" X 3-1 4` RW TAPCON STEEL K MASONRY - 3,192 P51 MIN. CONCRETE CONFORMING TO ACI 30t OR HOLLOW BLOCK CONFORMING TO ASTM C90 MASONRY L 2X BUCK SG .55 WOOD M 1X BUCK Wppp N 1 4 X 3 3 4 ITV! 7APCON STEEL i, @R6 1 4 X 2 1 4 ITY! TAPCON _.�STEEI t3' a16pi.X45 77/4a/ITW$TAPCON aii'a � Y _� 1 HINGE &1ATCH-STIL�EOGE L:- R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Report No.: Date: Product Category: Product sub -category: Product Name: Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product ]Evaluation Report FL-9162.1 R I March 18, 2008 Exterior Doors Swinging Exterior Door Assemblies Glazed Fiberglass Single Door 68" Inswing / Outswing "Non-hnpact" Manufacturer: Builder's Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966.7753 Facsimile 813,977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Builder's Hardware, Inc. based on Rule Chapter No. 913- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition) See Drawing No. FL-3547 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. t l y, 4158 March 18, 2008 PF1241 Sheet 1 of �1 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is requiredto be protected with an impact resistant covering that complies with Section 1609.1.2 of the 2007 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-3547 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-3547 for size and design pressure limitations. Wendell W , P.E. FL No. 4158 March 18, 2008 PF1241 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-3547 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 202-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report 07-0223-2, dated March 19, 2007, signed by Wendell W. Haney, P.E. C Calculations I . Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report 07-0223-2. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other 1. Certificate of. Participation issued by National Accreditation & Management Institute, Inc., certifying that Builder's Hardware, Inc. is manufacturing producrs within a quality assurance program that complies with ISOJEC 17020 and Guide 53. Wendell e , P.E. FL No. 5415 March 18, 2008 PF 1241 Sheet 3 of 3 ti 1 t, MI,AM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL D"ION NOTICE ACCEPTANCE i PGT Industries 1070 Technology Drive Nokomis, FL 34275 1 ("o � , A �>,_ ,:) ML011 DARE COUNTY, FLORIDA METRO-DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 2901 FAX (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 -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 duality 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 Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. ` DESCRIPTIUNmt r'res'SII44000`Alwominnm Side H�rng Wintdaw 3). MTG. Rail APPRbVAL DOCUMENT: Drawing No. TW, titled "Aluminum Single Hung Window, W/H.D. MTG. RAIL", dated 04/18/01 with revision "if' on 09/20/06, sheets 1 through 7 of 7, prepared by manufacturer, signed and sealed by Robert 1� Clark, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami :Dade County Product Control Division. . MISSILE IWACT RATING: None 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. TER MYNATION 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 renews NOA # 05-OIMOI 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. Gaseon, P.E. _ NOA No 06-0706.03 Aft..C,u?n E�cpi>Lataon DateOietober 00,011� �. Approval Date: October 19,206 tiR �O Page 1 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED A. DRAWINGS- 1. Manufacturers die drawings and sections. 2. Drawing No. 2737, titled "Aluminum Single Hung Window, W/H.D. MTG. RAIL", dated 04/18101 with revision "IT' on 09/20/06, sheets 1 through 7 of 7, prepared by manufacturer, signed and sealed by Robert L. Clark, 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4378, dated 11/04/04, signed and sealed by Edmundo J. Largaespada, 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2957, 2959, 2965, and 2967 dated various, signed and sealed by Antonio Acevedo, P.E. "Sub=AW under NOA# 05-011101" 3. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 2955, 2961, 2963, 2964, 2%6, 29684 and 2969, dated 01/17/01, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 05-0112.01" 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3986, dated 01/17/01, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05-0112.01" 5. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 , along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F1'L- 4253, dated 06121/04, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05-0112.01" a Jaline 6-11/ Chief, Product Control Division NOA No 06-0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 E-1 0 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. 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) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4178 dated 04/07/04, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05-0112.01" C. CALCULATIONS 1. Revised Anchor Calculations, ASTM E1300-02, and structural analysis, prepared by PGT Engineering, dated 09/22/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. oSTATEM ENTS 1. Statement letter of conformance and no financial interest, dated March 17, 2004, signed by Robert L. Clark, P.E. "Submitted under NOA# 04-0319.02" 2. Laboratory compliance statement as part of test reports for Test Report No. FTL- 2957, and 2958, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA# 04-0319.02" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (Code). 2. Notice of Acceptance No. 05-0112.01, issued to PGT Industries, for "SH-4000 Alum. Single Hung Window WALD. MTG. Rail", approved on 3/31/05 and expiring 10/08/06. Jaime D. Gascon, P.E- Chief, Product Control Division NOA No 06-0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 E-2 7 MAX. HE e 49 116' MAX, FIXED DAYLIGHT OPENING o � 4 4 l �J 48 t/8' MAX. VENT DAYLIGHT OPENING OUTSIDE ELEVATION ADO NOTE & NOTES: NON -IMPACT WINDOWS 1.) GLAZING OPTIONS: (SEE TABLES, SHEET 3 FOR DESIGN PRESSURES) A.)3N8'TEMPERED GLASS B.)3116' ANNEALED GLASS C.)112' I.G. GLASS (1/81TEMPERFA 114' AIR SPACE, 1/8' TEMPERED) D.)1/2' I.G. GLASS (11WANNEALED. t/4' AIR SPACE.1/8' ANNEALED) E j IW I.G. GLASS (3116' TEMPERED, 311S' AIR SPACE, 118' TEMPERED) F.)1/T I.G. GLASS (3/16 ANNEALED, 3116' AIR SPACE, 1/8' ANNEALED) G.)114' TEMPERED GLASS H.) 1/4'ANNEALED GLASS NOA DRAWING SNAP 2.) MANUFACTURED WRH HEAVY DUTY MEETING RAIL SHEET GENERAL NOTES.............1 FROMAX.M EIGHT 3.)SHUTTERSAREREQUIREDWHEREIMPACTRESISTANCE ELEVATIONS .....................1 FROM BOTTOM IS REQUIRED. SHUTTERS MUSTSE MIAM60ADE COUNTY GLAZING DETAILS........__ 2 OF MEETING RAIL DESIGN PRESSURES.._..?y-� 37 12' APPROVED FOR INSTALLATION IN MWd14:)ADE COUNTY. VERT. SECTIONS._.......... HORIZ, SECTIONS....._..... 34 3I6 MAX. 4•) SEE SHEET 4 FOR SECTION DETAILS. PARTS LIST ....................... FIXED EXTRUSIONS .................._ 5 DAYLIGHT 5.) FORANCHORAGE REQUIREMENTS SEE SHEETS SAND 7. ANCHORAGE .................... S 7 OPE ONG THE 33113 STRESS INCREASE HAS NOT MEN USED IN THE DESIGN OF THIS PRODUCT 6.) SEALANTS: FRAME CORNERS, FIXED MEETING RAIL SEAMS AND VENT CORNERS WITH CLEAR COLORED SEALANT. 7.) REFERENCE& TEST REPDRTS FTL•2957, FTL-295S, FT43988, FTL3987, FTL-4253 AND RL-0378 ELCO TEX'TRON NOA:04-0721,01, 030228.05 ANSI/AF&PA NO$-= FOR WOOD CONSTRUCTION ADM-2000ALUMINUM DESIGN MANUAL 8.) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 34 iNAK 2004 EDITION FOR THE HIGH VELOCITY 14URRICANE ZONE VENTDAYLIGHT (HVHZ). O ING a�tEtilMdlYa III __ �� Id�viiee' 09 P.O. BOX 1528 NOKOMM. FL 34274 » ELEVATION & NOTES ALUM. SINGLE HUNG WINDOW, W1 N.D. MTG. RAIL a an L. elsru. P.E. PE 039712 sNaam HITS 1 > 7 2737 H smicturel 112T NOM. tY1' NOM. V8" ANNEALED OR TEMPERED OR TEMPERED GLASS EMPERED GLASS 114' AIR SPACE A 51 OR 16' AFR SPACE 1/8' ANNEALED OR 8' ANNEALED OR 36 TEMPERED GLASS 52 TEMPERED GLASS 318' IN. 318' MIN. 34 g'JE 34A,,3,1 BI J:. 81 19 �SXMGGLE 9 SWIGGLE 11r I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL (ORIGINAL DESIGN) (ORIGINAL DESIGN) 23 OR 3/18'ANNEALEDOR OR 24 TEMPERED GLASS so --a t--iTEMPERW r ass 25 318' MIN. 25 3W IN, 81 3 3116" GLAZING DETAIL 1W GLAZING DETAIL =00'. (ORIGINAL DESIGN) (ORIGINAL DESIGN) Fx 0920A% H AmAwspAcEmroto.mAssomim GLAZING DETAILS U _ 1070OKO?4r .l DF31VE J.J, O&04/0.S G K REMOVED O850LEI'EACT. EX7; NOI(OnE7u. FL 34Z)6 �: ALUM. SINGLE HUNG WINDOW, WI H.D. MTG. RAIL R4d L CIsrk P.E. FA ADD ALT. EXM&GLAZWG P.O. BOX lug y� s suev — u.9+ms,. sn PER3972 naxaas.FL342T4 V&i*Better E#391 a y 2737 H r F.K. 4/te/or ,L�. gharos srwoa� Full 2 COMPARATIVE ANALYSIS: TABLE 7. WINDOW WIDTH GLASS TYPE _ WINDOW HEIGHT L26✓ 38 318" 03 6/8" [ 83" / 78 A, 0 +66.7 -90.0 +56.7 -90.0 +56.7 -90.0 +66.7 -90.0 +56.7 -90.0 a +56.7 -90.0 +56.7 -90.0 +56.7 -90.0[+56.7 +58.7 -90.0 +56.7 -86.3 19118" H +56.7 -90.0 +56.7 -90.0 +56.7 -90.0+56.7 -90.0 +56.7 -86.3 C, E +56.7 -90.0 +56.7 -90.0 +66.7 -W.0+56.7 -90.0 +56.7 -90.0 D, F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0+56,7 -90.0 +56.7 -86.3 A, G +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 490.0 +56.7 -87.6 8 +66.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.6 +56.7 -76.2 W. H +56.7 -90.0 +56.7 -90.0 ++5586..77 -90.0 +56.7 -90.0 +56,7 -75.2 C, E +56.7 -90.0 +56.7 -90.0 -90.0 +56.7 -90.0 +56.7 -86.8 F +56.7 -90.0 66.7 -90.0 +56. .0.0D, -90.0 +56.7 -75.2 A, G +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 -90.0 +56.7 -83.2 0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 -90.0 +56.7 -71.6 NOTES: 1. GLASS TYPES: A. 3118° TEMPERED B. 3/16° ANNEALED ® C.1/2° LG. (118°T, 1/4' AIR SPACE,1/am D. 1/2- I.G. (118-A,1/4° AIR SPACE,118°A) E.112° I.G. (3116-T, 3/16° AIR SPACE. IMT) F.1/2° I.G. (3/16'A, 3/16' AIRSPACE,1WAI G.1/4° TEMPERED H.1/4°ANNEALED 2 NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. POSITIVE DESIGN LOADS BASED ON WATER TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.,& 4. SEE SHEETS 6 AND 7 FOR ANCHORAGE INFORMATION. 1 INTERIOR NOTE 2 enMAX. VENT DAYLIGHT OPENING 8 NOTE 2 �J 13 NOTE 1 9 3 FIXED LITE DAYLIGHT ING 13 NOTE 1 -MAX. PUMO LITE DAYLIGHT OPENIN ry 1 5 WIDn Ii SECTION A -A EXTERIOR MIX I ' NOTE 2 HEIM 1_ J EXTERIOR RITERIOR VENT DAYLIGHT 7 NOTES: OPENING 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 32, BOTTOM 33 LOCK LOCATED ON THE VENT BOTTOM RAIL. um 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING �IIB1dp GLASS ITEMS 23, 24, 3% 36.49. 60, 61, OR 62. 3 23 32 NOTE SIR 2OR37 12 SECTION B-B x 092aV8 H NOGN4NGETHISSNEE7 SECTIONS BY: xewmiz 1WNOKOMI .FL34 DNVE ._ J.J. Q9N4NS O U7'OA7f EX7RUSiO1JSAND CORRECT N07E 2. /TEM29 NOT F.x NOKDMI3, FL 34275 ter F.K 112!nnamo F UPDATEEXTRBNOTES P.D.BQX1529 ALUM. SINGLE HUNG WINDOW, W/H.D. MTG. RAIL �ZL.CID k, P.E. er amc c mer NOKOMIS. FL34274 Viti6dy 8rtter seananme — @ °i�8'u' F°1P PEN39712 FK ai8roi J.L 6/14,W $WOPO NTS 4 � 7 2737 H swactm) ITEM DESCRIPTION PGT # VENDORJMAT'L DWG.# ME HEAD 62703 6063-T6 2703 I AE Sllt 62T04 6063T6 2704 0 P2- a. DE JAMB 62705 6063.76 2705 WED MEETING RAIL 6534M 6063-T8 2710 2.00 o06534522 6063-T6 2707 .062 .500RAIL S534523 6083-76 2708 L 6534524 6D63-T6 2709 0942.la_� a050 500 66387 606346 2770 ERi L.H. & R.H. 428OO NYLON 616 2748 iPANHEAD SMS 7834PA SPENCER OR = P WK BULB WAEAF 6TP249 TEAM PLASTICS OR = O #2703, HEAD O #2704, SILL #2705, JAMB 710% MiNtATUREDIE MTINGORm IPS FLAT HEAD SMS 7858 SPENCER OR = 6063-T$ 60$3T6 6063-Te CALDWELL OR= P..187 x 270 FIN 61062 TEAM PLASTICS OR = P, .167 x 200, FIN 87919 SCHLEGEL OR= :OL71 CUP 7121UM CALDWELL OR - 1.174 _4� NG SEALANT 62699 DOW, GE OR = 121 1. D GLASS D GLASS _Er1' !O�IGBm 65193 FLORIDA SCREEN OR= 9 #2770, VENT D PAN HEM SMS 781P0 SPENCER OR = STOP 6063 T6 CELL FOAM PAD 2197 MSLY ROM LOCK W21 6003-T6 12140 #2710. HD MTG. ITOM LOCK SPRING 7SPRNG S. 5 STL O #2707. VENT TOP 11i2'I.G. 1253 TEAM PLASTICS OR= RAIL,6063-T6 RAIL,6063-T$ 32 #2740, BOTTOM LOCK. 6063-T6 •pt�f""' .8� 37 #2751, ALT. SILL 6063-T6 (ALTERNATE) I F.K I 1246M I F 1UPa4TEMATYBOWGN0.S I Nmom. FL 3W6 P.O. BOx Im NOKM". FL 34274 �1 1 .9a6 1. 17 i 1. 87 _�ri/cZdMtliraA� '� a#2709, VENT SIDE #2706. VENT BOTTOM RAIL, 6063-T6 / RAIL. $06346 . ALUM. SINGLE HUNG WIN, Getter s"""bOY� s°°` sN4600 Half 5 = 7 z eG 0. MTG. RAIL en L. P.E. 2737 H ftw rah CONCRETE A 1 114" MIN. 1W MAX. SH 1I4' MAX. SHIM— M CONCRETEANCHOR :� .. CONCRETE ANCHOR iJ SEE NOTE I® SEE NOTE 1 • „ t.i A CONCRETE 1191 MIN. ® 13l8". MIN. 1F4' MAX. SHIM_ :ram AMIN.SWCONCRETE_I iXWOOD SUCK PEE NOTE 2)....J I MIN.3WCONCRETEA (2XW_O_O_Oj3UCKIS_E_NQTE.2)�J— OR MIN.1.6W CMU OR MIN, i.Ssr4 CMU (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL 1 DETAIL 2 DETAIL 3 TYPICAL .IAMB ANCHORAGE SPPROVEDANCHOR•1.`:PES:-ZI,.ELCOI/4•TAPCON-2E=,1f4"-538.afEF.:PEOCMA30NRYSCREW3 -3:Yr12STSEL".SCREW(G8)` - CATIONS IN MIAMI.OADE_COUNTY,.USE:ONLY.ABO'VE AP�" T OR SSg_C$ETELE)C.=MINM4UM DISTANCE FROM IWCHOR TO CONCRETE 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2", WOOD BUCKS DEPICTED AS 2x ARE i V2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAN 1 IM THICK ARE OPTIONAL (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 60S3-TS AND A MINIMUM OF ill S' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN INDETAL 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A 412 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES I AND 2 IN CONCRETE MAY BE USED. S. 53 lAr WIDE x 76' HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING WITH NO HERD OR SILL ANCHORS (REF. TEST REPORTS M-4253 AND FTL•4378): A JAMSS: W MAX. FROM CORNERS, 812' BELOW MEETING RAIL AND 17" ABOVE THE LOWER MEETING RAIL ANCHOR. 3" MIN, ANCHOR SPACING, 6. FOR INSTALLATION IN MIAMI-0ADE COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCHOR QUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED. TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETING RAILANCHORS. 7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FSC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). A NOKOMIS.FL34275 , P-0.o.Wsox15t1 ALUM. 140KON6.FL34274 I vnrbly&tAe seaa90 IG WINDOW, W/ N.D.1 6 > 7 1 2737 �/R.ObWl Oak P.E. P£#39712 sbwarm OF �.�� t)• ti�)•11rt1•t%� t 1tt1•t�,=:� �i I�:1• �:)r�i �:1•. ANCHOR TYPE/SUBSTRATE KEY 3NU - #12 SCREW IN WOOD 2m =1/4" SS4 CRETE ;LEx IN WOOD 1,210 -114" TAPCON OR 114' SS4 CRETE-FLEX IN CONCRETE (SEE APPLICATION NOTES AND DETAILS ON SHEET6) NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL GLASS TYPE KEY A. 3M6' TEMPERED B. 3116" ANNEALED C.10I.G. (118°T, IW AIRSPACE, 1IB-0 0,10 I.G. (1/8 A,114` AIRSPACE,10A) E.1/2" I.G. (311GT, 3H6'AIR SPACE, IISM F. Wr I.G. (3(16'A, 3(16' AIR SPACE,11WA) (� G.1W TEMPERED H. 114"ANNEALED