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WS-09-2007 t Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone. (305)795 - 2204 n „ Expiration: 0610712010 " xa Project Address Parcel Number Applicant 62 93 Street 1132060130170 Miami Shores, FL 33138- Block: Lot: BRUNO GUARINI Owner Information Address Phone Cell BRUNO GUARINI 3961 112 24 ST SAN FRANCISCO CA 94114 Contractor(s) Phone Cell Phone Valuation: $ 2, 400.00 MR GLASS DOORS AND WIDOWS (786)357-7389 Total Sq Feet: 0 Type of Work: WINDOWS For Inspections please call: No of Openings: 5 (306)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ WS -12 -09 -36570 $ 163.80 $ 50.00 Education Surcharge $0.60 a, °5, Permit Fee $150.00 WS-12 -09-36570 $ 163.80 $ 163.80 $ 0.00 Scanning Fee $9.00 Check #: 1427 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2.40 Total: $163.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 14, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy December 14, 2009 1 Express Windows 306 4034380 P.1 i Miami Shores Village DEC 0 4 2009 � Building Department . f0050 N.E.2ad Avenue, Waing Sbom Florida 33138 Tab (30S) 7952204 Fax. (305) 736AM BUILDING Permit No. MM PERMIT .A pLICATION• meter Permit No. FW zoos Permit Z (circle): Building Roofing Owner's Name (Fee Simple Tbleisalder) W- UJ CV CLV -� iNt owner's Address citY '�AU C : ;s r.8 state C z Temulklassee Name D�✓t 1s _ Phone# -- _ Job Address {wirers the work is being dune} City Haw-amLy T.IO l paRe>,x � .,� Comm ; i -Q* ter FO N on0 is ft8ding Historically Desiguated YES Nt3 Cantractor'scompnnyNivac PIL&IMS -* wr4o...s Phorss b5 ConttnoWs Addn„ws 53 N4.J 1 1 0 4 s tow 91 zip 3 ��� , �. M -- •_ ._ s Ste„ PIS # - -:7& -o state Certlfitnte or Region NR e+ + ✓ 6 3 �j _ Ceracam of Compataecy Nu. Are ted/En&eer's Name (if appiic*abla) Phone # Vdlae Of Work For tbis Pern* $ ;L, 0 ch _ Square ! Linear FooNp Of Works t 1 L'L4o TYPe of Works ❑Addition ❑New Repa*w4Wplace [ Demolition Desc�Clbe WOrlc w; Y►e�ptit+r$ 1.A.r a� ; Mn. v„�' .w.� Yv q sauna t , 6, tdnt+ k MtNras PrtrtAatlrlFYwrektri #ilitnt4i, �l eau& aaltat +wrtrAaeariarraatnieirfe &rter 6dretie **rwIragpikl,Prflot $nbaZit�d Fee S Permit Fee $, O C CF $ Not"Y $ Tr*WnVTAueatian Foe Teebuda v Fee S Stnmoiing $ Radon $ DPBR $ Zonis S Bond $ Code Eafare men $ Doable Fee $ Stmetural Review. S TOW Fee Now Due S ILLIEZ See Reverse she -� Express Windows 305 4034380 p2 Bonding Company's Name (if opplic ame) Bonding Company's Address City Stale Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as im&ated. I caft the no m* or installation has commenced prior to the issuance of a peanut and that all work will be performed to meet the saaadards of all laws regulating construction in this furlsdietion. I understand that a separate permit must be scorned for BI.ECTRICAL WORK, PLUMBING, SIGMN WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC— OWNER'S AFFIDAVIT. I cerft that all the forming information is ac cuFm and that all work will be clone in o mplianve with all applicable laws regulating ccm and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMI MC 32ENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEM)E;NTS TO YOUR PROPERTY. W YOU INTEND TO OBTAIN FINANCING, CONSULT WITII YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Appldcmn: As a condition to the ksawnee of a build permit with an anbuit'ed value eaaceoft $2300, the appdiccW maw promise in good fifth that a copy of the notice t'commaxement and comovetdon 1kn law brochure wtli be delivered to the parson whose property is subject to attachment: Also, a cwl$ad copy of thn re wded notice of commencemer a must be posted at the job site for the first inspection which occurs seven (7) days q%r dw building perslit ig issued In the absence of steah pasted r the inspection will not be approved and a reinspectionfee will be charged I Signau Stgnatme J \ Owner or Agent Contiacbr The foregoing instrument was acknowledged before. me this The foregoing instrument vats acknowledged before me this day of 20 0 1 by t n a , day of . 20 by ha is personally known to me or who has produced who is personally Iunown to the ar who has pmducad � Q2J As idaMeation and who did take an oath. 4AE,00 _ _as identiScadon and who did take an oath, NOTARY PUBLIC: NOTARY PUBLIC: y g Aw Ni sign: 4 COMM 7 # �31Z $a My Commission Expires: '� , EXPIRES November 12, iom Expires: sa,teir+w4,tawtaM �a oat **s� 4or 39&Ots3 F ,» ties► r *aa�erra a * *at ra��q apt r,�t�r\+rat+�,rewadraaaa�+ APPLICATION APPROVED BY: Plans Examfiler Efthwar Zoning (Revisadtllll0l07) • ire -e���f� � ©� �$ ,� ' SRl11sf�5`GUEtRTN'I al r , 49 , 1/2 24TH ST ; FRANCISC} CA .'94114 ' (A M R�BRN —10 WT: 180 —62 04/24,AM. 235 R9 rD /13 EX Wind Pressure Calculator Page 1 of 1 O ' Nip. 160 SW 17th Ave #lab, bogrMg1d Bath, FL 33442 PHONE:C954) 354 -0660 F s(S54) 354 ASCE 7 -05 Com ponent & Cladding Pre ur e Calcula o Ldtat Date: December Y, 2009 Jci - Exar -00 0 Hover HELP. Ex Offi C{?rl'kki'aC'kor: Mr. Glass Doors & Windows Inv 1670 Project Infer: G U asrini Residence 52 ME 03 ,St Miami Shares, FL 33150 ENTER D uhle Click Her Drag Enter Minimum Bldg Dimension:[ 30.00 Building Kenn Roof 146 MPH Peek Wind VelodtV (3 SeC GUSt): 0 US Centaur Map: Height Presets FL Contour trap 1 '00 ft., 1 st. +CatMong 0 BI& Classification: I� r En�GIPs d qh — 41.$4' f pl Ex h a 0 4 �009 U 1 a1. ? ). GcPl ( +J- x. L isaht iv ­ Dtr tisn:slity Factor Kdx O.SS EntM e: Roof Slo 18.4 D JL.00 19 Multiple Opening , Single Opening Opening Description) Widt 0 Height Zone@ H PreSSu reePas Pressure `u #2 Window 55.00" � L 50.6E � _... � -S17SS p07 4 psi' #5 WtinaiQw 57.00" 50.65" 415 S2_psf Wtndew �.. $7A0 °Y 50 5.70 pst` Alil pSf 7 Window �.DO'" � 8.68 — 7 #k9 OPiffindgw S7.OQ'` S 466.10 p si 40 S6F .... _ m: z . a -CBnter Metes IiOrrB> Valid Only with Raised Engineer Seal MOTES: Design is in accordance with ASCE 7-05 and the 2007 Florida Building Cadet Rem its am asst YaUd f" use unless approved via original signature and December 1. 20a. ANd aenf n+ Sat s: ror» Englia . ring Express. Results are based an F rance L Ben P.E. r n$aas for p Fall ieid verified by others prior to use. PE FL4654g(Crt �uath 988S 5el tti3 i ll i t ` ^ u�ts shall be approved using them dimensions and p s ;.;vie if ed there. Page �C.t Ita1 � � e � ..•. •� �• copyright 2009 .: 6:5:�1.�t +v1:4�?:14J1 }"3 http://www.engexp.com/calculators/asce705 12/1/2009 c;a vE qa s }. El V 0009 :060:8 * 0 so 0 0 :0660: : 9009 : 0 0. s 00 0 0 1" V� •••••• • •••••• • •••• • •• ••••• • • •• •• •• • •••••• • • • •••• •••••• s • • • • •••• • • •• • • 0 • • • ok 000 , y .... . .. ..... ••...• • 00 0 CD 0000 :0000: 0. :-o-o: 00000 0*0 00 0 0 - 1 � 000000 0 ::0:* 00 : 00:0 0000:0 .0 000..- :0000: 0 0 00,50 0 0 000* Cod i 0000.. 0000.. - 0000 .. 0000.. 0000.. . 0000 . .. 0000. 0 . . .. .. .• . 0000.. ...... *0 0000 00,00. 0000 . . 0000.. 0 00 0000 ID-1 P )�,� 1105 .00.0. ..� 000,0. •0000, . 0000.. . 0000.. CD 4, 0000.. 0000.. 0000 .. . . .. • 0 3FA 0 0 0 0 ---- V 000 : 0000 • EX Wind Pressure Calculator Page I of 1 I NEER ING E 160 SW 12th Ave *06, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 F.AX:(954) 354-11443 ASCE 7-05 Component & Cladding Pressure Calculato Local Date: becember 1, 2009 Job *: 0g-EXW-0020 — - il Hover HE LP: @ (eve /Load EX Office Contractor. Mr. Glass Doors lk Windows Inv 1679 Project I nfo: Guarinl Residence 62 NE 93 St Miami Shares, FL 33150 ENTER Double Click or Drag, Enter Minimum Bldg Dimensforn' 30.00 ft. Building Mean Roof 146 MPH Peak Wind Velocity Q SeC. GUSt): @ US Contour Map @ Height Presets @1 — & qq I r I FL Contour Mop: @ Bldg. Category: (a Bldg. Classification: qh - 41.83 psf C Exposure: Ooh =0.90 KA ffi 1.00 FC P` G CP 1 18 Gable Dirge naft Factor Kd: Ente Ra�f Flo Mode: 18.4 Deg 1.00 Multiple Opening 13 S ingle Opening Opening Description Width Height Zone Nag Pressure pas Pressure #2 Window 4 : ----------- R -51.55 psf 47.36 psf *S Window 37.00 50.68" 4 52.70 psf 48.52 psf #6 Window 37.00" 50.68 4 -52.70 psf 48.52 psf #7 Window 19.00 38.68" 5 — 50 -66.10 psf 49.36 psf #9 Window -66.10 psr 49.36 psf ------------- < Enter Notes Here Valid only with Poised r Seal NOTES: Design Is In accordance with ASCE 7-05 and the 2007 Florida Building 0 0 •• Re • Decemb er code. jltsaleift 011d IdlOuseunless approved Via original signature and rai;" enstnv4Cs4aI:or.%rE*from Engineering Express. Results are based on Fronk L Bennardo, P.E. covAvAcW flaft tins sh be field verified by others prior to use. PIE FL46.549ICert Auth 988S Seleolon & installation Jf products shall be approved using these dimensions and pressures as verified by others. Page —L-- of • %;w;i.en *p.caln Copyright 2oog IM ENGINEERINC9 8:5 AM v1.4 06114109 http://www.engexp.com/calculators/asce705 12/1/2009 MIAM Ems MIAMI -DARE COUNTY, FLORIDA METRO -DADF FLAGLER HUR DING BUILDING CODE COMPLIANCE OFFICE (8CCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375.2901 FAX (305) 375 -2908 NOTICE OF _ACCEPTANCE (NOA} lvww.bailaiaecodeonline.com PGT Industries, be. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed 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 (AID). This NOA shall not be valid afler 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 Florida Building Code, including the High Velocity Hurricane Zon _ D ESCRIPTION: Series HR-710 Aluminum Aorlwatal ROIl Wi � MI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact'', sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant 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 manufacturer 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. .I1ITSBE"0V: ,kc9py Qithis entire NOA shall be provided to the user by the manufacturer or its dishigu&d aAdM":3 available for inspection at the job site at the request of the Building Official. .. qV j �dA d Lsk48f thA }urge 1 and evidence page E-1, as well as approval document mentioned above. The submitted doAn16 &ion was reviewed by Jaime D. Gascon, P.E. • • • . •.. . •... • �FOAIIo ti6- 0405.0 J Expiration Date: Decembed 21, 2011 •• • m ' ' ' : s . ��: • Approval Date: December 21, 2006 ` ' • y r • Page 1 • • • • • • • • • • • •• •• • • • •• •• PGT Indnstriies. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NoAl27 -1% titled "Alum. Horizontal Roller Window, Impact"', sheets 1 through I 1 of 11, dated 02128 /06, 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared. by Fenestration Testing Laboratory, Inc., Test Report No, FTL -4858 and FTL 4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dazed 10126106, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 120802 issued to E.I. DuPont DeNemours for - DuPont Butacite PVB Interlayer" dated 01/05106, expiring on 12111/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) .• ••• • • • • • •• •• ••• •• • • • •• Jaime D. u, P.E. V ChW4 Product Control Division • • • • • • • *so • • • NOA No 06- 0405.06 • • • • • • • • Expiration Date. December 21, 2011 • • • • • • • • • • • Approval Date: December 21, 2006 000 000 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • i 000 ' •' : GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW • • • • • • • • • • • J. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • • • • • �. k "LAW CONSISTING OF (2) LITES OF mr ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXAEEPSAFE MAX MUM PVB INTERLAYER 0000•• • •• •• •i� • • • • B. 518' LAM[ CONSISTING OF (1) LITE OF 178° ANNEALED GLASS AND (1) L.ITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE ORSAFLEXKEEPSAFE • • • • • • • • • • • • • MAXIMUM PVB INTERLAYER. 0000• •e • •• • • • • • • C. 3/15' LAMI CONSISTING OF (2) LITES OF 1(8" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX4QMl SAFE MAXIMUM PVS INTERLAYER. • • • • s • • • • • • D. 7M 8" LAMI CONSISTING OF (2) LITES OF 3118` ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR BAFLEMEEPSAFE MAXIMUM PVS INTERLAYER. 0.9000 • ••i •• ...... E. 718' LAM! CONSISTING OF (1 ) LITE OF 3M8 ° ANNEALED GLASS AND (1) LITE O = 3148° HEAT STRENGTHENED GLASS WITH AN .o00 DUPONT BUTACITE OR SAFLEKIICEEPSAFE NOA DRAWING MAP • • • • • MAXIMUM PVB INTERLAYER SHEET • • • • • • • 0 ' • • i F. 7/18° LAMI CONSISTING OF (2) LITES OF 3118° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER GENERAL NOTES ............. I • • • • • • GLAZING DETAILS............ 2 • ' G. 13/18" LAN IQ: (1) LITE OF 118" OR 3MS" ANNEALED (MIN.) GLASS, 3118° OR 318 AIR SPACE AND 5115° LAMI CONSISTING OF (2) LITES OF 178" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. ELEVATIONS ................»... 4 VERT, SECTIONS .......... 5 H. 13M8" LAMI IG: (1) LITE OF 1i" OR 3(48' ANNEALED (MIN.) GLASS, SMS' OR 318" AIR SPACE AND SMS" LAN CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE HORIZ. SECTIONS............ 8 OF 1/8' HEAT STRENGTHENED GLASS WITH A = DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTF.RLAYER. PARTS LIST............... ........ 8 EXTRUSIONS..... ._....... 7 L. 13118" LAM[ IG: (1) LIE OF 118' OR 3118' ANNEALED (MIN.) GLASS. 5118" OR 318" AIR SPACE AND 6/18" LAMI CONSISTING OF (2) LITES OF 118 HEAT STRENGTHENED GLASS CORNER DETAIL .............. S WITH AN .090 DUPONT BUTACITE OR SAFLEX40EEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE ................... 8-11 J.13118" LAMI K3: (1) LITE OF 1/8' OR 3118' ANNEALED (MIN.) GLASS, 3118" OR 1/4" AIR SPACE AND 7(18° IAN CONSISTING OF (2) LITES OF 3(18" ANNEALED GLASS WITH AN 090 DUPONT BUTACITE OR SAFLEX(KEEPSAFE MAXIMUM PVB INTERLAYER. K 13MV LAW 10: (1) LITE OF 1(8" OR 3M6' ANNEALED (MIN.) GLASS, 3118° OR 1k: AIR SPACE AND 718° LAMt CONSISTING OF (1) LITE OF 3MW ANNEALED GLASS AND (1) LIFE OF 311W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER L 13118" LAMI 10. (1) LITE OF IV OR 3118° ANNEALED (MIN.) GLASS, 3118° OR Ii4" AIR SPACE AND 7118" LAM[ CONSISTING OF (2) LITES OF 311 W HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX(KE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OTC, X_O XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) �A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-M B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130002. 4. ANCHORAGE: THE 33 IWo STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. p •�1M S. SHUTTERS ARE NOT REQUIRED. S. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASheT. 7. REFERENCES: TEST REPORTS FTL -48M AND FTL -4858. ELCO TEXTRON NOA: 0"721.01,03-022&05 ANSYAF &PA NDS•2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8 THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004 EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). er: � toroTECrwaoor�uve GEN NOTES FA • CHANQETOA9TME NOKQMIS.fL387/6 � B ALUM. HORIZONTAL ROLLER WINDOW, IMPACT ff f'A. X 7528 Robe L Clark. P.E. •rjk FA b/r A ADD AlR SPACE D�2IYOTEr .7>:CH.REF. NOTE 7 &NOTES. B4 x,se eooe nrwice. +a: PE M 112 axs rrcX�.tNms, FL 34V4 Ykibly Better fwv NTS i , t 1 4127 -1r7 S struzbod ctural F.1C ?l28� J..f. 3 .. •••••• • •• •• •• 21 5 21 50 <D ECERIOR ••••• •• • •• • • • • •• •• • • • • • . • • • • • • 53 GLASS M. 55 I BITE CT70 NS) • UZI • • • • • • • • • • • i • • 51 80,61,62 51 83,64,85 IV ANNEALED OR HEAT STRENGTHENED GLASS SMW ANNEALED OR HEAT STRENGTHENED GLASS 0W SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVS INTERLAYER IV ANNEALED OR HEAT STRENGTHENED GLASS 318" ANNEALED OR HEAT STRENGTHENED GLASS 518' NOM. 7118° LAMINATED 5118" LAMINATED GLAD '' 7!16 LAMIPIATED GLASS 21 50 21 50 Ilr NOM. lir NOM. GLASS SITE [ 59 }— GLASS SITE 52 59 1 0 52 A 66 67 68 69 70 71 72 73 74 75 78 F"A 118" ANNEALED OR HEAT STRENGTHENED GLASS 3118` ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER .OW SOLUTIA OR DUPONT PVB INTERLAYER c 1fir ANNEALED OR HEAT STRENGTHENED GLASS 3115° ANNEALED OR HEAT STRENGTHENED GLASS 518' LAMINATED 711(" LAMINATED 6118' OR 318" AIR SPACE 315' OR 114' AIR SPACE V8° OR 318" ANNEALED (14gN.) GLASS IV of 311E' ANNEALED (MIN.) GLASS 1318° NOM. 1318° NOM. 13/16" LAMI IG GLASS W/ 5/16° LAMI 13/16° LAMI IG GLASS W! 7/16 LAMI ,,, GLAZING DETAILS f� FJG 1WI7146 8 NOCHAdM TNIB SHE&T NOKOAi1S. RL 94278 ALUM. HORIZONTAL R OLLE R WINDOW, IMPACT FA &13W A ADDAIR SPACE OK TO LAW 10 DEWS P.O. sox i � � wG R�fI L CI"rk, P.E. PE OW12 F.IG J.d 37310$ NOwMB'�4 V1rt61yBeear HR7,0 Full 2 11 4127 -JO $ Stnmare� 0000 : "' • ; 0000 • • WX 114,112.114) DESIGN PRESSURES TABLE 1. 0 0 i • • • • • .. • . • WINDOW GLASS WINDOW HEIGHT •' • *00 • WIDTH TYPE 26" 36" 38 318" 48" 60 5l8" 54" or or • • • • • • • .. .. .. W A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -6d.0 +6D.01-60.0 +60.0 1 -60.0 +60.0 1 -60.0 +60.0 -60.0 • ... • 000 . ... • • W A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 . e • • • • 06 3/8" A,B,G,H +60.0 1 80.0 +60.0 -W.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -80.0 +65.5 -55.5 +52.1 -52.1 s o*** : ' • • • • • 108'• A,B,G,H +60.0 60.0 +60.0 - 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -W.0 +60.0 -6D.0 +65.0 -55.0 +61.7 -51.7 • ' ' • • 111" A,B,G,H +60.0 -60.0 +60.0 -80.0 +60.0 -60.0 +60.0 -60.0 +600 -60.0 +59.5 -59.5 t; +60.9 -50.9 . .... ' 0:090 i TO 111" C,I +60.0 -60.0 • TO 111" D,E,F,J,K,L +75.0 1 75.0 000.0. • 0.000. • Q(OX 113,14,113) DESIGN PRESSURES TABLE 2. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" r 36" 38 318" 48" 50 618" 54" or or TO 86 7/16" A,B,C,G,H,I j+75.01 0 �.0 TO867H6" D,E,F,J,K,L 75.0 L AND XQ) DESIGN PRESSURES TABLE 3. WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 36" _ 38 3/_8°__ 48" 50 8 "_ -- -54 " - -- 6� -_ _ __ _ _' 63" w A,B,G,H +75.0 75.00 +75.0 7500 _ tTU -7 +75.0 _75.00 +76.0 -75.00 ±7fi. 75.00 ±75.0 -75.00 C,i +750 75.00 +75.0 -75.00 +75.0 -76.00 +75.0 -73.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.00 e „ A,B,G,H +75.0 75.00 +76.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +75.0 75.00 +74.7 -74.70 +70.0 70.00 C,I +75.0 -75.00 +750 -75.00 +76.0 -75.00 +75.0 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -76.00 +75.0 -75.00 ?r A,B,G,H +760 75.00 +75.0 -75.00 +75.0 -75.00 +75.0 75.E +75.0 -75.00 +76.0 -75.00 +70:1 70.10 +650 - 65,00 C,I +750 -75.Q0 +760 -75.00 +76.01-76.001+76.0 75.00 +76.0 -75.00 +75.0 -75.00 +75.0 -76.00 +72.1 -72.10 B 74" A,,G,H +76.0 75.00 +76.0 75.00 +76.0 75.00 +75.0 75.00 +75.0 -75.00 +75.0 75.00 +68.6 I -65.60 +63.5 -63.50 ,� W G,I +76.01-76.001 +75.0 75.00 +75.0 -7fi.00 +75.0 75.Q0 +750 75.00 +75.Q 75.00 +74.71-74 70 +70.8 70.80 UP TO PIP I D,E,F,J.K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 Q00, FTL -4859 (OX & XD) A. _w16" LAMI - (1/S A, .090,ltr A) G. 13/16" LAMI IG -118" OR 3/16 "A, 6116" OR 3/S" AIR SPACE, 5116° LAMI - (lMA, .090,118 A) B. 6116" LAMI - (1/S A, .090,1/8" HS) H. 13/16" LAMI IG -11S OR 3/16 - A, 5116" OR 318" AIR SPACE, 5118" LAMI - (118"A, .090,1 /S"HS) C. 5116" LAMI - (118" HS, .090,118" HS) 1. 13116" LAMI IG- 118 3/18 5/16" OR 318" AIRSPACE, 5116" LAMI - (118"HS, .090,118"HS) D. 7M6 LAMI - (3118" A, .090, 3116 A) J. 13116" LAMI IG -118" OR 3flWA, 3118" OR IW SPACE, 7/16" LAMI - (3116 - A, .090, 3/1( E. 7/16" LAMI - (3/16" A, .290, 3116" HS) K. 13116 LAMI IG 4/8" OR 3/16 "A, 3/16 OR 1/4" SPACE, 7118" LAW - (3116"0, .090, 3116 - HS) F. MT LAMI - (3/16 HS, .090, 311("'HS) IL 13/16 - LAM11Cr11S" OR 3/16 "A, 3/1(" OR 1/4 SPACE, 7116 - LAMI - W16 3116"HS) 0M ,. O , O ,., DESIGN PRESSURES Ax 90197X1 8 RLMMOPMOLESMASME9300.02 99 S, rL 34VS F.x 9193 8 A AIR SPACE ORWIS01Q GLASS TYPES GTM W po.px,eae ALUM. HORIZONTAL RC3LLERW/NDOLN, M9PACT R�ertL.Crwk pz Deett woxoans. R.3an4 V[slb$ Batter awa as am a w6q"x a,. PE OW12 FJC 2tdM J L 319 tfa790 N75 1 3 -11 4127-10 $ shugural • • • 26 18° B" • • • • • • zs 11s" 26 • • • • • • 49 314" MAX. DLO FIXED MAX DLO MAX. DLO • VENT • • • . • . • • • MAX DLO VENT FXCED B B B ...... • X O X X Q X 191° MAX VMIDfiFt -----i 8B 7/18" MAX WID1Ti DETAIL B - XOX (1141/2 -1/4) DETAIL C - XQX (1/3- 1/3 -1/3) 33 9198" MAX 33911 MAX DLO FIXED c DLO VENT A �� NOTES: 1. SEE SHEET s FoR VERTICAL AND HORIZONTAL SECTION DETAILS. / / sw MAX / � MAX 83" a ytd�►It� DLL ALL ALL / DL ALL MAX FIXED VENTS HEK314T LITES ALL O X CONFIG. � c 74" MAX. WIDTH-- -� DETALI A_OX XO � ELEVATIONS F.K f0/r7108 1 8 XOCHANwTMSSHEET NOKOMtB. 3x278 ` P.o. �x rsze ALi1M. HORIZONTAL ROL dVIN[1t7W, IMPACT L P E . FK &1 A N0 MVW 3E TW ,%MET s s aev� e, me D MONO", FL 34274 V•r8� Bader =11. NTS 4 -11 4127 - 90 $ FK 2/2BPo8 - 7. 1731BS Muculd 0000 .• 0 0000.. • • •••• • • 37 32 :•0000 •... • •. . :•: .: . • 1 �—. _ _" �.`� 22 INTERIOR 39 •.•.•• • •• .. .. • . • • p •..:.• 000 • ••• •• 2 00000 .. . .0 . fJ 16 . . . • i •. •... 21 13 16 • • 0 MAX. VENT DLO �+--- MAX. FIXED DLO —►I MAX. VENT DLO 0.000. 0 . •••••• MAX WIDTH • • 19 17 EXTERIOR - SECTION B-B (HORIZONTAL SECTION - XOX) ALAX HEIGHT 35 37 t 9 o�noNAL MAX 32 VENT milli I DLO INTERIOR MAX FIXED DLO Q 16 � 13 21 24 MAX FJXED DLO --I MAX. VENT DLO MAX WIDTH - -i 8 EXTERIOR 17 raU►w SECTION A-A 7 12 (HORIZONTAL SECTION - OX) SEALANT OR GASxET EXTERIOR INTERIOR 1 A7 HEAD AND 3iLt g 13 15 @ SECTION C-C VIEW D-D (VERTICAL SECTION) (FRAME CORNER CONSTRUCTION) ,morr� OLOWVRve SEC TION S FJG j / 7 � !. , ISMV W7A'� 8 AlOCHAWEIMShWr N0�,18�Ft 34278 T� / naepx,sa3 ALUM HOR/ZONTAL ROLLER WINDOW, IMPACT reGae F .K 913M A AKtChWNOBTMS$h*Er a � �� � PES39712 �sr r NOY.OW FL VutbhyB FJC caer Marto Helf 5 m 1t 4t27 -t0 B 2728/08 J.J. 323/88 • • • • • • • • rl§M DWCYI REV DXRCRIPWN MArL PM I MW DWG# RLVI DESCWn0N T MAIL rmw • • • • • • • 4102 A FLANCE FRAME HEA D 6063 -T6 AL 612237 68 CL.A 13/16" LAMI 1Cr118"A, 318" AIR SPACE, 5116" LAMI 1 /8"HS, .090M MP i • • • • • • • 4025 SASH STOP STD. ANTI LIFT CzdP WA-TS AL 612244 69 0 13116" LAMI iC /DrA, 5116" AIR SPACE, 5116" LAMI I /8"A, .090 PVB 1/8 "A �' ' •' • 4#3 #8 X 3/4 PH. PAN HEAD 7834AA 70 13116" LAMI I&3/16 "A, 5/16" AIR SPACF, 5/16" I AMI (1/8"A .090 PVB,1/8"HS) • • • • • • • • • • • • a4 4083 SASH STOP COVER ASH S OP 6063 -TS AL ?i 13116" LAMI M-3116 S/16" A1R SPA 5/16" TAMI ll8 "HS .�0 PVB, I/8" • • • • • i • i • • 0 00 • s • 6 4136 FLANCE FRAME SILL 6063 -T6 AL 64136 72 " 13!16" LAMI 1&1 /8 "A U4" AIR SPAC F, 7/16" LAMI 3/16"A, .090 3/16"A • • i • • • • • • • 7 4137 SU L ADAPTOR 6063 -T6 AL 64137 73 13/16" LAMI I13 -U8"A, U4" AIR SPAC34 7116" LAMI 3 /16 "A, W PV% 3/16 "HS • • • • • : ' • V ROLLER TRACK 6063 -T6 AL 64131 74 " 13116" LAMI IG-1 /8 "A, 114" AIR SPAC F, 7/16" LAMI 3116'HS, .090 3116" WEP HOLEC OVIR POLYPROP. 71298 75 " 13/16" LAMI 10-3116'A, 3116" AIR SPACE, 7/16" LAMI 16 "A, .090 PCB, 3116"A ADHESIVEOPEN CELL FOAM PAD 7PAD1626 76 13/16" LAMi 10.3116"A, 3116" AIR SPACE, 7/16" LAMI 16 "A, .090 P 3 /16"HS A FI - - m FRAEJAMB 6063 - T6 AL 612225 77 " 13/16" LAMI W /16"A, 3/I6" AIR SPACE, 7/16" LAMI 3116" A90 PVB, 3/16" Cn4SKETFORMAINFRAMESIIb301NT 74134W1K 90 1014 SCREENFRANE &VER 3105 - H14AL • • • • • • • • t5 1155 #8X 1.000 QUAD PN. SMS I 78 MA 91 1630 SCREEN COOM KEY WAUNGS POLYPROP. • • 16 4110 G SCREEN ADAPTOR 606XT5 AL 641100 92 1631 SCREEN CODM KEY W/O1JT RINCtS POLYPROP. 17 4054 B FDM MEEMORAIL 6063IED-T6AL 64054A 93 1073 1 SCREEN SPRING ST.Sf. i9 4066 WSTP.,187 X 230 FIN SEAL 640660 94 1624 SCREEN SPLINE -.135 DIA. FOAM EM PVC 21 4105 SASHTOP &BOTTOM RAIL 6063 -TS AL 612240 95 1635 ISCREEN SPLINE- .135DIA. HARD EM PVC 22 1683 tWSTP,250 X.270 BAM FIN SEAL 61WO 96 1 ISCRIM CLOTH 23 225-1 ROLLER HOLISM& aWE 4211M 24 226 BRASSROLLERWHEELS BRASS 7BRWW2 29 4128 HORIZONTALROI2MSASH TOP GME POLYPROP. 44128N ±, 32 4006 D SASHMMTNNGRAIL WAIS -TEAL 64W6 33 1235 WSTP 170X270 BACK, FIN SEAL 67S160 35 1096 SWEFI iI ATCH DIE CCAST 71096 36 1016 1#8 X.625 PEL FL. SMS 7858 37 4126 ISASHSMRAIL 6063 -T5 AL 64126 38 1 1683 WSTP X.270 RACK, FIN SEAL 61693G 39 7070 IBM WEATHERSTRD'.187X275 67070K 40 LIETRAILCOVERCAP 74OWL° LORR 5D (LAZING DOW 899, 995 OR AI IIQT 51 1224 VNYLCLAMGBEADBULB CC 6TP247W,K 52 1225 VftMaAZlN0BEADBlABMM 6TP248K 53 4039 B CLAZINGBFAD -5116' 6063 -T5 AL 640398 54 4044 B CLAZINGBEAD-5/16"WORKLKPf 6063 -TS AL 644703 SS 4222 A GLAzmBEAD -7116" 6063 -TSAL 64222 56 985 C CLUNG BEAD -7116" W G RILLIGT I 6063-TS AL 6985 59 4067 CL.AZINCIBFAD -1311W 6063 -T5 AL 64061 60 SS 511W IAMI 1/8" A_090 M US" A 61 " 5116" LAMI U8" A,090 PVEk I /8" HS 62 " 5116' LAM! 118" HS .090 PVB, U8" IM 63 7/16" LAMI 16" A,090 PVB, 3116" A 64 7/16" LAMI 16" A .090PVB 3/lb" 65 " 7116" LAMI 16" HS .090 P 3116" 66 13116" IAM1 I0•U8"A, 318"Allt SPACE,5 /16" IAMI 1 /8"A .090 PVB,1 /8"A 67 13116" IAMI ICrU8"A 318" ARt SPACH, 5116" IAMI 118 "A, .090 PVB,1J8" / v 1DTQTECtQdCKOOYDRIVE PARTS LIST / ,4Ir/ •-L FX. 1mf7/OB B NO CH4MW THIS SHEET rroxon�s '�' / !! Fx ' sr� a AWSPACE DAWAM NS MO 6D MW ?7. nroxor�s fl's�azra v N a ALUM. HOR R4Lt ' V YI1Vt� W, IMPACT aonen L. ca P.E. FA NTS1 6 « 19 4127 - -90 8 •••••• • • • .513 -�{ ••••• • • •••• • • •.062 1.187 • '� .738 • • �-- • i••••• • •• •• •• 3.82 • 09006 ••• • 0001 1.73 SASH STOP COYER • • • • • • • • • • • 1 3. 4 #4053, 8063 -T5 • • • • • • • • ••• •• • I IFF •••••• �..-- 2.710 • • • • • • i • • • • • Z P- 1 � -- 2.784 --�{ 0 • • • • FLANGE FRAME HEAD O FLANGE FRAME SILL FRAME SILL ADAPTER Tl • • • • �—/ #4102A, 8863178 #4138, 6083 T6 \-/ #4137, M*3-T8 1.383 _ .082 1 � 1, 13 FLANGE FRAME JAMB - -►Ih+ — .08'2 ,i_ — , q : m #4002A, 0063-TO T p — {� 43' 140.? •� �J #4ar5 s HORIZ ROLLER TRACK 17 FIX ED %a, SOMD - Ta m 64131,8083 -T6 .0m 2. 79 I � 7 1. .678 349"1 1481 1.096 21 SASH TOP & 75 BOTT RAIL @ S ASH AD' e G. RAI 37 SASH SIDE RAIL 5 3 GLAZING BEAD, 5/16" .060 .678 .676 .883 1: -T 1.m—I ^"fT 1.115 - {y — 'T T— 1.097 (� GLAZING BEAD. 5/16" GLAZING BEAD 7/16" GLAZING BEAD, 7/16" 59 GLAZING 13/16" r �J #40"s 608XT5 EA 'l: (USED W/ GRtLC. KM (USED WIGR81 lan ISF-W o ,�, L EXTRUS -1- 04 luaw IRK tru f74� a NOCHANOE Tw SHEET NO 1OhAB X5278 ALUM HORIZONTAL ROLLER WINDOW, IMPACT Roeert L. cox, P.E. RK 4ff A NO CHANGE THIS SHEEP P.O. BOX 1829 aaamx saw anx .."a PE #W12 F. xn 3 x6", F1.2a27e K. 2!18/06 J.J. Yistblr $otter to7Tto ball 1 m 11 4 127 -10 Q Swomnll 08 • • • • • • • • FAN R QUANTITIES, XOX (1141!2 -114) WINDOWS TABLE 4 (VOTES • a • • • • e • • • • • • TY PE A B,C,G,H I D,E,F,J K L 1� tk R- T _ YPES• • • • TYPE 2,3, WOOD 2, COIL 1. CONC $3, WOW 2, COIL 1, CONC 1 L 114"£tC7TAP�ON�S� 2 - IW ELCO SS4 CRETE -FLEX 3 -1142 STEEL SCREWS ( G5 ) • • • • • RATE S S - -- 00 • 2. GLASS TYPES: • • • • / Stu HEAD & SILL HEAD & SELL WAD & SILL HEAD & S31 f6 HEAD & SU HEAD & SILL A. 8118" LAMI - (lAr A,.090,118' A) •••.•• •e• • ••• B.6M6'LAMI- (118 "A,.090,4l'HS) C. Cd18" LAMI - (11" HS » 090,118' HS) • • 5.375 i +C2+1+0L+1 2 1 +C2+1+C2+1 2 1 +C2+1 +C2+1 2 1 +C2+1 +q+1 2 1+C2+1+C2+1 2 i+C2+1+C2 +1 2 D. 7118° LAM) - (3116' A,.0M 3M8° A) • • &00 1+(24-1 +C 2+1 3 1+{2+1 +C 2+1 3 1 +C2 +i +C2 +1 3 1 +C2+1+C2 +1 3 1 +(2 +1 +(2+1 3 1 +C2+1+C2+1 3 E. 7118' LAMI - (3118' A,.O90. 3M8" HS) F. 7118" LAMI - (3118' HS,.0W, 3116' HS) D.W5 1+02+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C2+1+C2 +1 3 t +(2+1 +C2 +1 3 1+C2 +1 +C2+1 3 1 +C2+1+C2+1 3 G. 13118' LAM( IG -118° OR 3118' A. SMS' OR 3 V SPACE, x'18' LAMt - (1t8' A,.090, UV A) • • 4.E 1 +C2+1 +C,2+1 3 1 +C2+1+02+1 3 1 +C2+1+C2 +1 3 1+C2+1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C2 +1+(2 +1 3 H. 1311S' LAMI IG -118' OR 3MS" A, SM$" OR 318' SPACE, 5M6" LAMI - (14' A,•090,10 HS) • • • • • • : • • MOW 1 +C;2 +1 +C2+1 3 1 +C2+t+t2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+02 +1 3 1+(2+1 +C +1 3 1+( y+1+C2 +1 3 I. 13M8" LAMI IG - 118 ° OR 3118 A $f18 OR 3!8" DACE, SH8 LAW - (118" HS,.�, i/8' HS) • • • • • • J. 13116' LAM( IG -118" OR 3MW A, 311$° OR 114" SPACE, 7118" LAMI - (371(" A,.OW, 3118" A) 83 • • • • s • • • • t00 1+(2+1+GZ+1 3 1+C2+1+t2+1 3 1+Cx+1+tx+1 3 1 +(+1+01 +1 3 1 +(2+1 +C2+1 3 142+142+1 3 K 13118° LAA91 tG - i!8" OR 3198` A 3118' OR 1/4" SPACE, 7118' LAM( - (311(' A .OBO, 3116' HS) • • • • • • • • 80.x 38.376 14-(2+1 +C2 +1 2 1+(2+1+02+1 2 1+CZ+1+C2+9 21+(2+1+(2+1 2 1 +C2 +1 +C2 +1 2 1 +C+2 +02+9 2 L. 13118" LAME IG -178' OR 3116" A, 3116° OR IW SPACE, 7118° LAMI - (3118" HS..090. 3116" HS) 48.000 1+C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1 + WINDOW ANC1i DIMENSIONS. FOR WINDND Q T OW W S12E N I ARE PER ADJACENT TABLE AND BASED QN THE TABLE. - MW6 1 +C2+1+C2 +1 3 1 +C2+1 +C2+1 S 1 +C 2+1+C;2+1 3 1 +C2+1+C2+1 3 1+C2 +1+C2 +1 S 1+C2+2+C2 +1 3 ®S NOT SHOWN, GO TO MW LARGER WINDOW IN T 64.000 1 +C2+1 +C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2 +1 3 1 +C2+1 +CZ+1 3 1 +C2 +1 +C2 +1 3 1+C2+2+f22+1 3 HEAD & SILL: 101Y2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. MOM I+ +1+Cx+1 3 1 +C 2++1 +C2+1 3 1+02+1 +C2+1 3 1 +C2+1 +C2+1 3 1+C2+1 +C2 +1 3 1 +C3+2+C3+1 3 25 3W MAX FROM CORNERS 2 JAMBS: 9' MAX. FROM CORNERS AND 22172' MAX. O.C. S3 COD 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 3 1 +C;2+1 +C2+1 3 1+C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 t +CS +2+Cs+1 31 TABLE KEY 74000x 38.375 1 +C2 +2 +C2 +1 2 1+C2 +1+C2+1 2 1+C2+2+C2 +1 2 1+02+2+(2+1 2 1 +(2+2+12 +1 2 1+C2+2+C2 +1 2 ® X p X 4&011 t +C2+2 +C2+1 3 1 +C2 +1+ 2+1 3 1+C2+2+C2+1 3 1 +(2+2+(2+1 3 1 +(2+2+(2+.1 3 I+ 2 +2+C2 +1 3 1 +(8 + +(3+4t 3 ANCHOR ouANTITY PER JAms 50.825 1 +(2+2+(2+1 3 1+CZ+1+C2 +1 3 1 +(2+•2 +C2 +1 3 1 +C2+2+C2+1 3 1 +C2 +2+C2+1 3 1 +C2+2+C2+1 3 hFEAD AND SILL ANCHOR QUANTITY. 64.000 1 +(2+2+(2+1 3 1+t2+1 +C2 +1 3 t + C2+2+C2 +1 3 1 +C2 +2+C2 +1 3 1 +C tOZ+ 2 +i 3 1+02+2 +C2 +1 3 AT A CLUSTER OF (3) ANCH PLU CENTERED EACH MEETING RAN. PLUS (1) MOW 1+C2 +2+C2+1 3 1 +C2+1 +C2+1 3 1+C2+2+C2+1 3 1 +(2+2+(2+1 3 1+C2+2+C2+1 3 1 +CS+2 +C3+1 3 ANCHOR AT EACH OPERABLE VENT 81000 1+C2 +2+C2+1 3 1 +C2 +1 +C2 +1 3 1+•C2+2+C2 +1 3 1 +CS+2+C3+1 3 1+C2+2+C2+1 3 1+C*+•2+C3 +1 3 PLUS (4) ANCHORS AT FIXED SECTION. 84.000 x 33.376 1 +C2 +2+C2 +1 2 1 +C2+2 +C2 +1 2 1 +C2+2+C2 +1 2 1 +C2+2+C2+1 2 1+C 2 +2+C2+1 2 1 +(2+2+(2 +1 2 (12) ANCHORS TOTAL AT HEAD AND SILL. 48.WD 1+C2+2+C2 +1 3 1+C2+2 +C2+1 3 1+CZ+2+C2+1 3 1+C2 +2 +C2 +1 3 1+C2+2+C2+1 3 1 +C2+•2+C2+1 3 (3" MIN. O.C. ANCHOR SPACING) MIME 1 +C2 +2+(2+1 3 1+C2+24C 1 3 1+(2+2 +C2 +1 3 1 +C2+2+t2+1 3 j 1+(2+2+(2+1 3 1 +C2+2 +C2+1 S 64.0W 1+C2+2+C2+1 3 1 +(2+2+02+1 3 1 +C2+2 +C2 +1 3 1 +C2+2+C2+1 S 1+C2+2+C2+1 3 1 +C - +2+C3+1 3 26 4 ° max SD.00 1 +t2 +2+02 +1 3 1M2+2+(2+1 3 1+(2+2K2+1 3 1+(3+2+(3+1 3 9 +(2+•2+(2 +1 3 1 +03+2+03+1 3 ►( (+-3" MIN 63.000 1 +C2+2 +C2+1 3 1 +C2+2+C2+•1 3 1+C3+2+C3 +1 3 1 +C3+2+Cx+•1 3 1+(2+2+(2+1 3 1+(3+2+(3+1 3 � F ' X O X r376 3 &375 1 +C2 +2 +C2+1 2 1 +02+2+02+1 2 1 +(2+•3+C2+1 2 1 +(2+3+(2+1 2 1+CZ+3+C2+1 2 t +C2 +3+(2+1 2 I I r _ -�� mods as 48 -WO 1 +C2 +3+C2+1 3 1 +02 +2 +C2 +1 3 1 +CS+S+C3+1 3 1 +C3 +3+C3+1 3 1+C2+3+C2+1 3 1+C3 +4+C3+1 3 MTG. RAIL,TYP A BMW 1 +C2+3PC2+1 3 1 +C2 +2 +C2 +1 3 1 +C2+3+C3+1 3 1 +C3+3+C3+1 3 1 +C2+3+t2+1 3 1 +C3+4 +C3+1 3 EXAMPLE CLUSTER W/ CITY. OF (3) ANCHORS 64.00 1 +C3+3+C3+1 3 1 +C2+2 +(2+1 3 1+C3+3+C3+1 3 1 +C3+3+C3+4 3 1 +(2+3+(2+1 3 1+04 +4+C4+1 3 (SHOWN IN TABLE KEY ABOVE) 60.00 1 +C3+3+C3+1 3 1 +(2+2+(2+1 3 1 +04 +3+04 +1 3 1 +04 +3+04 +1 3 i+C2+3+C2 +1 3 1 +C4+4+04+1 3 S&M 1 +CS+3+C&+l 3 1 +C2 +2+C2+1 3 1+04 +3+04 +1 3 1 +C4 +3+C4+1 3 1 +C3+3+CS+1 3 1 +C4+4+04 +1 3 25 314° MAX 111.x36.376 1+C2 +3+C2+1 2 1 1+C2+2 +C2+1 2 1 +C2 +3+C2+1 2 1 +(2+3+•(2+1 21+C2+3K2+1 2 1 +02+4 +C2+1 2 ) 11t2°TYP' j_ t-3 MIN. 4&000 1 +C2+3+C2+1 3 1+(2+2+(2+4 3 1+C3+3+C3+1 31 1+C3+3+C3+1 3 1+C2+3+C2+1 3 1 +C3+4 +C3+1 3 9 REF. 50.826 1+C2+3+C2+1 3 1 +C2+2+C2+1 3 1 +C3+3+C3+1 3 1+C3+3 +03+4 3 i +C2 +3+C2+1 3 1 +C3+4+CS+1 3 X O X 64.DDD 1+C3+3+C3+1 3 1 +(2+2+(2+1 3 1 +C3+3+CS+1 3 1 +C3+3+C3+1 3 1+02+3 +C2 +1 3 1+04 +4+04+1 3 OD-000 1 +C3+3 +C3+1 3 .1 +(2 +2 +(2+1 3 1+04+3FC4 +1 3 1 +C4+3+C4+1 3 1+02+3+(2+1 3 1 +04 +4+04+1 3 MTG. RAU,T'YP. 83.000 1 +C3+3+C3+1 3 1 +C2+2+C2+1 3 1 +04+3+C4 +1 3 1 +C4+3+C4+•1 3 1+C3+3+C3+1 3 1 +CS+4 +C6+! 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS amOMMIot.LYCravE ANCHORAQE SPACING, XOX 1/4i- 1/2 -- ?/4 !tK 1tTl77p6 8 / t1VY/ SEANCNQRA4EFORA9AT , F�11D 83CLLt�.Cl3TER3 No�fMie.PL9a276 � F.K 5n A ADD SPACE DWS a MGL486 TY sG rrr UL ao. sox,s ALUM. HORIZONTA! ROLLER WINDONI/ /A9PACT L. a , RE. oma NQK06fl9. FL $4774 Visa* Beuer s om: n uxo. rm. PE OW12 F.IC 2P1BRl8 r.7. 328 7oxrlo NTS 8 a t 1 4127 -10 8 sao • . ease*: • ANCHOR QUANTITIES XOx 113 - 113.113 WINDOWS TABLE 6 • • • • • NOTES: • • • TYPE A,S,03,H C,D,E,F.LJ.K, L dASS • • • • • • 0000 • 1. ANCHOR TYPES: • • • TYPE+ 2 3, WOOD 2 0X)NC 1, CON( 2,3, ZO NES 2 CON( 1, CONS 1 -114° ELCO TAPCONS 2 - lW ELCO SS4 CRETE -FLEX 3 -#12 STEEL REWS s • • • • • �TRJ►TE Z ONE S 2ONE8 ZONES zo�s s mNES � (G5 ) i•se•• • •• •• H 2. GUM TYPES: • • • e W S9E HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL HEAD & SILL � A. 6118' LAMI - (IV 0,.090.118' A) s•••• ••• • ••• • v 1 B.5/16'LAMI- (IVA,.090IVHS) • • • • • • • • s • • • �.OIIOx 3 &378 1 +(;� +1 +t2 +1 2 t+02+•1+C2+! 2 1+C2+1+C2+1 2 1+52 +1+(2+1 2 ?+L2+1 +C2+1 2 1112 C. 5118' LAMI - 113' H8,.090, IV HS) { +1 +C2 +1 2 • • • • • 4&000 1 +C2+1 +C2+1 3 1 +C2+1+C2+1 3 1112+1112+•1 3 1 +C2+1+C2 +1 3 1 +C2+1 +C2 +1 3 1 +12+1 +C2 +1 3 D. 7118" LAMI - (3118' A,.0 3118' A) • • • • • • • • E. 7116° LAMI - (3118' A,.t}9t1 , 3118° 118) •.. • i e 60.826 l +C2+1 +C2+! 3 1 +C2+1+2+1 3 1 +C2+1+ 2+1 3 1+C2+1+C2+1 3 1+C2+1+2 +1 3 1112+1112 +1 3 F. 7118" LAMI - (3118' HS,.010, 3/18' HS) 00: • • 64.0 W 1+C2+1+C2 +1 3 1+C2+1+C1+1 3 1 +C2+1 +CZ +1 3 1+C2 +1+t2+1 3 1+C2+i +C2 +1 3 1 +C2+1+C2 +1 3 G. 13116" LAMI IG -118" OR 3116"A, 611W OR 318' SPACE, 5/18' LAMI - (118' A,.080, IV A) • s • • s e • • • • • • 6CL000 !+(�+1+t� +1 3 1+C +1+(2+9 9 1 +C�a1+C2r1 S 1 +C2+1+Q+1 3 I. 13116' LAMI IG -116' OR 6116" A, 5116' OR 318' SPACE, 5118" LAMI - (118' HS,.000, lAr HS) 1 +02+1 +02+9 3 1+C2+1+C +1 3 H• 13118" LAMI IG -118' OR 3118' A, 5116' OR 318" SPACE, 5116° LAMI - (118' A,.080,118" HS) • e • • • e • • • 83.000 1112+1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +02+1 3 1 +C2+1+;C2+1 3 1+C2+1 +C2 +1 3 1+52+1 +C2 +1 3 • • • *0* 3.13116° LAMI IG- 1�" OR 3118" A, 3116° OR 114' SPACE, 7118° LAM - (3116° A,.O�, 3118° A) • • • • • • • 25x 3 &378 1+C2+1+C2 +1 2 1+C2+1 +(2+1 2 1 +C2+1+C2+1 2 1+C2+1+C2+1 2 l+CZ+1+C2 +1 2 1+tx+l+C2 +1 2 K-13178" LAMI 1G -118' OR NIS" A. 3118' OR 114' SPACE, 71'18' LAMI - (3118' A 3118" HS) • •. •. • 48.000 1+C2+1 +C2 +1 3 1112+1112+1 3 1+C.2 +1+C2 +1 3 1+C2+1+C2+1 31142+14C20 3 1+C2+1 +C2+1 3 L» 13118" LAMI IG -118' OR 3118' A, 3118' OR 114° SPACE, 7118" LAMI - (3118' HS,.0W, 3116' HS) • s 00.825 1 +C2+1+C2 +1 3 1 +C2+1 +(2+1 3 1+C2 +1 +C1 +1 3 1 +C2+1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C2 +1+C2 +1 3 NDO ADJACENT 64.000 1 +02+1+(2+1 3 1 +02+1+G2+•1 3 1+C2 +1+02+1 3 3. 1MN30 W ANCtCOR QUANTITIES ARE PER ADJAC ENT TABLE AND BASED ON THE FOLLOWING 1 +(2+1+(x+1 3 1+12+1 +C2 +1 3 1 +C2+1*C2+1 3 ® W IONS. OR WNDOW SIZ ARE NOT NT TO NEXT LARGER WINDOW IN TABLE. 80.000 1+C2 +1 +C2+1 3 1+C2+1+02 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2+1 3 1+C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 83.000 1+C2 +t +C 2+t 3 1+02+1+(2+1 3 1 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2 +1 3 1+C3a1+C3 1 3 HEAD & SILL: 10112" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE W.000x 38.376 1 +C2 +1+C2+1 2 1 +C2+1+C2 +1 2 1 +C2 +1+C2 +1 2 1+•C2 +t +M+.t 2 1+02+1 +C2 +t 2 1+C2t1 +C2+1 2 25 � MAX M � JAMBS: 9' MAX. FROM CORNERS AND 22112' MAX. O.C. 4&000 1 +C2 +1 +S2 +1 3 1+C2+1+C2+1 3 1+C2 +1 +02+1 3 1+C2 +1 +C2+1 3 1+C,2+1 +C2 +1 3 1+CZ+1+C2+1 31 TABLE Y. 60.826 1+C2 +1+02 +1 3 t +t2+1+C2+1 3 1+C2 +1+02+•1 3 1 +C2+1+f2+1 3 1+C2 +1+C2 +1 3 1+C2+1+C2 +1 3 X 2 X 54.000 1+C2+1+C2+1 3 1+02+1+C2+1 3 1 +C2 +1 +(2 +1 3 1 +C2 +1+C2+•1 3 1+C2+1+C2 +1 3 1+C2+1 +C2 +1 3 1+C3 +1+C,'3+1 3 ANCHOR QUANTITY PER JAMB 80.x10 1+C2+1+C2+1 3 1+12+1+(2+1 3 1 +(2+1+(2 +1 3 1+t2+•t +C0 +1 3 1+{2+1 +C2+1 3 1+C3+1+C3+1 3 81WO 1+C2+1+C2+1 3 1+C2 +1+42 +1 3 1 +C2 +1+12+1 3 1+C3+1+C3+1 3 1 +02+1 +02+1 3 1+C3+1 +C3+1 3 HEAD AND SILL ANCHOR QUANTITIES 88.00Dx 38.376 1 +C2 +1112+1 2 1+t2+1+C2+1 2 i+C2+1+(2+1 2 1+C'1 +1+CZ+1 2 1+f2+1+C2+1 2 1112+1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING BAIL PLUS (1) 48000 1+02+•1+(2+1 3 1112+1112+1 3 1112 +1112+1 3 1+C2+1+C2 +1 3 1+C2+1+C2+1 3 3+(2+1 +02+1 3 ANCHOR AT EACH OPERABLE VENT 60.8ffi 1+C2 +1+(2+1 3 1+C2+1+ 2+1 3 1 +(2+1+(2+1 3 1+C2 +1 +C2+1 3 1 +(2+1 +C2 +1 3 1+12 +1 +C2+1 3 PLUS (1) ANCHORS AT FIXED SECTION. 54.000 1+C2+•1 +C2+1 3 1112+1112+1 3 1+C2 +1+02+1 3 1+C2+•1 +02+1 3 1+ 2+1 +C2+1 3 1 +C2+1+C3+1 3 (S) ANCHORS TOTAL AT HEAD AND SILL 80.0001 1+C2+1+C2+1 3 1 +02 +1+C2+1 3 t+C2+1+02+1 3 1+C3+1+C3+1 3 1 +(2+1 +C2 +1 3 1+C3+1+C3+1 3 (3' MIN. O.C. ANCHOR SPACING) 63.0W 1+C2+1 +C2+1 3 1.112+1 +02+1 3 1+C3+1+C3+1 3 1+C3 +11103+1 3 1+C2+1112+1 3 1 +03+1+C3+1 3 74000 x 38.378 1 +C2 +1+12+1 2 1+02+1+C2+1 2 1+C2 +1+{2+1 2 1112+1 +C2+1 2 1+C2+1+t2+1 2 1+(2+1112+1 2 25 314 MAX, 48.000 1 +C2 +1+12+1 3 1+42+1+(2+1 3 1 +C2 +1 +C2+1 3 1+C2+t+02+1 3 t+t2+1+2 +1 3 1+42+1 +C2+1 3 j _. f...._3• MIN 60.825 1+02+•1 +C2+1 3 1+C2+1+02+1 3 1+C2+1+C1+1 3 1+C2+1 +C2+1 3 1 +C2+1 +C2+1 3 1 +C3+1 +C3+•t 3 64.000 1 +C2 +1+42+1 3 1 +C2+1+C2+1 3 1 +C2+1+C2+1 S 1+01+1 +C2+t 3 1+C2+1+C2+1 3 t+C3+1+C3+1 3 9* REF. X O X 80.E 1+CZ+1+C2 +1 3 1+C2+1+02+1 3 1 +02+1 +C3+1 3 1+C3+1 +C3+1 3 1+02+1 +C2+1 3 1 +C3+ /+p+.1 3 MOM 1+02 +1 +C2+1 3 1 +02+1+02 +1 3 1 +C3+1+C3+1 3 1 +103+•1 +C3+1 3 1 +C2+1+C2+1 3 1 +C2 +1 +p+1 3 A 84.WDx 38.376 1 +Cat +1+G2 +1 2 1+02+•1+02+1 2 1 +C2 +1+0;1+1 2 1+(2+1+(2+1 2 1+C2 +1 +C2+1 2 1+02+•1 +C2+1 2 MTG. RAIL TYP' 48.01 1+02 +1+(2+1 3 1+•x+•1112+1 3 I 1+C2 +1 +02+1 3 I+ 2+1+C2 +1 3 I+ 2 +1+12+1 3 1 +C3+1 +53+1 3 AMPLE CLUSTER W/ QTY. OF (3) ANCHORS 6(LS25 1+42 +1 +C2+1 3 1+C2+1 +02 +} 3 1 1 +C2 +1+C2+1 3 t+t2+1 +(2+1 3 1+C1 +1+C2 +1 3 1+C3+1+C3+1 3 (SHOWN IN TABLE KEY ABOVE) � 64.000 1+02+•1+02 +1 3 1+(2+1+C2 +9 $ 1+C3+l+C3+1 3 1 +C3+1 +C3+1 3 1112+1 +C2 +1 3 t +C3+1+C3+1 3 80.000 1+ 2+1+C2+•1 3 1+{2+1 +C2+i 3 1 1 +C3+t+S3+1 3 1+C$+i +C3+1 3 1+12+1 +(2+1 3 1+C3+1+C3+1 3 25 314" MAX. 8300 1+(2+1 +C3+•1 3 1 +C2+1 +C2+1 3 1 1 +C3+1 +C3+1 3 1+C3+1+C3+1 3 1+G3+1 +C3+1 3 1+C4+1+C4+1 31 2'TYR 88.437x 38.375 1+02 +1 +02+1 2 1 +02 +1 +02+1 2 1 +C2 +1+ 2 +1 2 1+C2+1 +C2 +1 2 1+C2 +1 +02+1 2 1+C2+1+C2+1 2 1 1^- 3'MIN' 4&000 1 +C2 +1 +C2+1 3 1+C2 +1+02+1 3 t+CZ+1+02 +1 3 I+ 2+1 +C2 +1 3 1 +C2 +1+(2 +1 3 1+C3+1+S3+1 3 V REF. X 0 X 50.826 1+C2 +1+(2 +1 3 1+02+•1 +C2+1 3 1 +02+1112 +1 3 1+C2 +1+02+1 3 1+C1 +1+C2 +1 3 1+C3+1+C3+1 3 — T 64.000 1 +C2 +1+CZ+1 3 1+(2+1+12+1 3 1 +C3+1+C3+1 3 1 +C3 +1+53+1 3 I+G2+1 +C2+1 3 1 +C3+1+C3+I 3 60.000 1112 +1 +(2 +1 3 1 +C2+1+C2+1 3 1 +C3+1 +C3+1 3 I+C3+•1+C3+•1 3 1 +C2+1+C3 +1 3 1 +p+1 +C3+1 3 MTG. RAIL, TYP. O&OW 1+C3+1+C3+1 3 1+02+t+C2 +1 3 t +Ci3+1•+Ci+9 3 1 +C3+1 +C3+1 3 1 1+C3+1+C3+1 3 1 +C4+1+C4 +1 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ANCHORAG SPACING, XOX 113- 113 -9/ FX IMM B REOVISEANCflQRA4EFO MAT, WAD a MU CLUSTERS 107 MXWAM � f ` ALUM. HORIZONTAL ROLLER WINDOW, IMPACT Ax 511 A ADD SPACE D11 A WNS GL48S TYPES O THWL P.O. Box 1828 Robe�tL Mark RE ome NOW" 039374 v4ialbly Batter e.wemo s,err use wrgra PE twi2 FA 2f J.J. 3/23/08 mmo NT5 9 a 19 4127 -1 B shomal •ts• ` :" '; • • • t ' • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: • • GLASS TYPE A,B,G,H C,D,E F,I,J,K, L 1. ANCHOR TYPES: • • • ANCHOR TYPE 2,3, WOOD 2, CONC 1 1, CONC 2.3, WOOD 2, CONC 1. CONC 1 - 114" ELCO TAPCONS 2 -114' ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5) • • • • • • V SUBSTRATE ZONES ZONES ZONES ZONES ZONES ZONES 2, GLASS TYPES: •t•tt• • •• •• •• • • • • • i • i • • i • • •IMINDO1tY $tZF m A. fzf16' LAMI - (118°A,.OW, 11W A) to to t9 m t9 B. 5118° LA M - 18° A 1•O9DU8 . ' HS ' • • i • s • • • • • • W v H "� °� —+ ari -s e6 "� — Q i °� C. 5118° LAMI - (lAr HS,.00,1W HS) • •• • .00 x 38.375 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2+1 2 1 +C2 +1 2 1 +C 2+•1 2 D. 7118° tAtul - {3/18° A .0911, 3f16° A) i••••i • •• •• • E.7118" LAMI - (3tIr NM, 311irHS) • • • • • • • • `�• 1 +C2 +1 3 1 +C2 +1 3 1 +C2+1 3 1+02+1 3 1 +C2+1 3 1 +C2 +1 3 F. 7118° LAMI - (3118' HS,.OW, 311(r HS) • 50.825 1 +C2 +1 3 1 +C2 +1 3 1+t +1 3 1+(2+1 3 1+C2 +1 3 1 +(2+1 3 G. 13115° LAMB IG -118° OR 3116° A, SMS' OR 318" SPACE, 6118" LAW - (1f" A,A90,11W A) •.•••• •••••i •w• •• H. 13118' LAW IG- 1/8°ORNIS'A5118'OR30 SPACE, S11 /' LAM - (IV k090,11W HS) 64.E 1 +C2 +1 3 1 +C2 +1 3 1 1 +C2+1 3 1+C2 +1 3 1 +C2 +1 3 1 1 +C2+1 3 1 1. 13118' LAMB IG -118° OR 3118" A 5118° OR 316° SPAC F F118' LAMI - (U8° HB,.000,118° HS) • • t • • • t 60.0W 1+C 2+1 3 1 +C2 +1 3 1+03 +1 3 1 +C 2+1 3 1+C2 +1 3 1 +C3+1 3 J. 1311/' LAMS K3 -118' OR 3118° A 3118° OR IW SPACE, 7M8 LAMI - (3M6" A.090, 3118" A) • • • • • • • t • K 1311V LAMI IG -118° OR 3118° A, 3118° OR 114' SPACE, 7118' LAMI- ( A•0D, 311(" HS) • • • • • • 63.00D 1 +C2 +1 3 1+C2 +1 3 1 +C3' +1 3 1+C2+1 3 1 +C2 +1 3 1 +C3+1 3 L. 13M8° LAMI IG - V8° OR 3116° A 311W OR 1/4° SPAM 7118" LAMB - {3M8' HS,.9, 3M(' HS) • • 48.0W x $8.375 i +C2 +1 2 1 +C2 +1 2 1+C2 +1 2 1+C2+1 2 1+C.2 +1 2 1 +C 2+•1 2 - 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 48.000 1 +C2+1 3 1+C2 +1 3 1 +C2+1 3 1 +C2+1 3 1+C2+1 3 1 +C2 +1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 60.826 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C.7+1 3 1 +02+1 3 1+C3+1 3 HEAD & SILL: 10112° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 54.000 1 +C2 +1 3 1 +C2 +1 3 1+C3 +1 3 1+CZ+1 3 1 +C2+1 3 1 +C3+1 3 18314' MINX. FROM CORNERS, 0.00 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C S+1 3 1 +C2 +1 3 1+C3+1 3 JAMBS: W MAX. FROM CORNERS AND 2210 MAX. O.C. 83.000 1 +C3 +1 3 1 +C2+1 3 1 +C3+1 3 1 +C3+1 3 1 +C2+1 3 1+03+1 3 TABLE V"' O 63.125 x 38.376 1 +02•+•1 2 1 +C2+1 2 1 +C2+1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 s� 2+p +2 3 +-- ANCHOR QUANTITY PER JAMB 48.00 1 +C2+1 3 1 +C2 +1 3 1+C3+1 3 1 +C 2+1 3 1 +C2 +1 3 1 +03+1 3 50.826 1 +C2 +1 3 1 +C 2 +1 3 1+C3+1 3 1+C2 +1 3 1 +C 2+1 3 1 +C3 +1 3 HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS 54.000 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C 3+•1 3 CENTERED ON THE MEETING RAIL 0.D 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1+C3+1 3 1+C2 +1 3 1 +C3+1 3 PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) 63.000 1+C3 +1 3 1 +C3 +1 3 1 +CS+1 3 1+C3+1 3 1 +C3+1 3 1+C3+1 3 ANCHORS TOTAL AT HEAD AND SILL SO-OW x 38.375 1 +C2 +1 2 1+C2+1 2 2+C2 +2 2 1 +C2+1 2 1 +C2 +1 2 2 +C2 +2 2 48.000 1 +C2+1 3 1 +C2 +1 3 2+C3 +2 3 1+C 2 +1 3 1 +C2+1 3 2+C3+2 3 (3° MIN. O.C. ANCHOR SPACING) 50.625 1 +C3+1 3 1 +C 2+1 3 2+03+2 3 1+C3+1 3 1 +C2 +1 3 2+C3+2 3 8 314° MAX. 54.00 1 +C3+1 3 1 +C2 +1 3 2+C3+2 3 1 +C3+1 3 1 +C 2+1 3 2 +C3+2 3 MIN, 0.OW 1 +C3+1 3 1 +C 3+•1 3 2+04 +2 3 1+C3 +1 3 1 +G3+1 3 2+04+2 3 e (� MAW 1 +C3+1 3 1 +C3+1 3 2 +C4 +2 3 1 +C3+1 3 1 +03+1 3 2+C4+2 3 T� ^— a 0.00 x 38375 2+C2 +2 2 1 +C 2 +1 2 2+C2 +2 2 2 +C 2+2 2 1 +C 2 +1 2 2+C2 +2 2 T_ _ �� ' ad& 48.00 2+C2+2 3 1+C2 +1 3 2+03+2 3 2+C2 +2 3 1 +02 +1 3 2+C3+2 3 MTG. RAIL 0.826 2 +C3+2 3 1+C2 +1 3 2+C3+2 3 2 +C3+2 3 1 +C2 +1 3 2+C3+2 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 54.00 2+C3+2 3 1 +C2 +1 3 2+C3+2 3 2 +C3+2 3 1+C2 +1 3 2 +C3+2 3 (SHOWN IM TABLE KEY ABOVE) 0.000 2+C3+2 3 1+C3+1 3 2 +04 +2 3 2+C3+2 3 1 +C3 +1 3 2+C4 +2 3 83.0 1 +C3•+•1 3 1+C3 +1 3 2+C4+2 3 2 +C3+2 3 1•+C3+•1 3 2+C4 +2 3 83W MAX 74.00 x 38.375 2+C2 +2 2 2+C2+2 2 2+C2 +2 2 2 +C2 +2 2 2+C2 +2 2 2+02+2 2 I 1r �' .L_ 48.00 2+03+2 3 2+C2 +2 3 2+C3+2 3 2+C3+2 3 2+C2+2 3 2+C3+2 3 F._. 1 " III. 5D.826 2+C3+2 3 2+02 +2 3 2 +C3+2 3 2+C3 +2 3 2+C2 +2 3 2+C3+2 3 1 r REF' X O 54.000 2 +C3 ±2 3 2+C3 +2 3 2 +C3 +2 3 2+C3 +2 3 2+C3+2 3 2+C3+2 3 0.00 2 +C3 +2 3 1 +C3 +1 3 2+C4+2 3 2 +C3+2 3 2+C3 +2 3 2 +C4+2 3 MTG,RAIL 63.000 2+C3+2 3 1+C3 +1 3 2+C4 +2 3 2+C4 +2 4 2+C3+2 3 2+X4 +2 3 EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS ' Wfu ltr QLVWT ow ND vE ANCHORA a GE SPACING OX A XO WAVDO FK NIFITA� 8 REYISEANCHORA WFORMAT.HEMS SILL CLUSTM NOWUS,FL34275 �'�' l R.ww Fx. 5113 A AW SPACE ONEMS9W TO GLASS TYPES 0 THRU L P.O. sqx I= ALUM. HORIZONTAL ROLLER WINDO IMPACT L . t PAL awe acex am x et msrWws ro� PE 039712 F.K 2P181� ✓.J. Ob a YIstL{y Becaer = NTS 10 a 11 4127 -1D 14 Shxauat • V • •••••• : • 1 FOR CONCRETE APPLICATIONS IN MIAMH•DADE COUNTY, USE ONLY MIAMI -OADE COUNTY • ••• 3 CONC. Wl #12 HEAD �C�R ® WOOD ANCHOR L� APPROVED 114• W TAPCONS OR 114• S84 CRETE -FLEX. MINIMUM DISTANCE FROM •••••• • • • SEE NOTE1THISSHT. ' • • • • C � W / #12 HEAD ANCHOR TO CONCRETE EDGE 192°. i ! • • • • • WOOD B AND NOTE 3 SHTS. 8-10) SEE NOTE 2 THIS • SHT. AND NOTE 3 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 2x WOOD BU • • • f • f : • • • • • • • • • SHTS. 8-10) 114• SS4 CRETE -FLEX E •••f• ••• • ••• •• A + (SEE NOTE 3) f • ° • • • • • ; 3. W60D BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE • • • f • f -- - TdTAL THICKNESS IS LESS THAN 1117. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •• •• f . f • • • + »° 1 pqB} _� - INSTALLED DIRECTLY TO SOLID CONCRE WOOD BUCKS DEPICTED AS 2x ARE I lre • • • • w; . °; Q v TE. i • • • • i • 1 MIN. THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD SLICKS TO BE - •f• •• — • �•= � -- """ -- -- i ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. •fif•i - _ • • • • • • i f • f • f - - 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF • • • o • 114° 19 8083 -TS AND A MINIMUM OF 1B• THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX • • • • • • • • • • • i • • • SHIM SAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT • • SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET ir METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS DETAIL A DETAIL B MAY BE USED. — TYPICAL HEAD SECTIONS S. 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). 114• MAX. SH 13WMIN.A a EXTERIOR INTERIOR (HEAD & SILL DETAILS) WOOD BUCK WOOD ANCHOR W1#12 HEAD J / (SEE NOTE 3) (SEE NOTE 2 THIS SHT. ! ® + AND NOTE 3 SHTS. 8-10) ! CONCRETEANCHOR W1#12 HEAD (SEE TE 1 THIS SHT. AND ANCHOR W1#12 HEAD �J NOTE 3 SHTS. 8-10) (SEE NOTE 2 THIS BHT. AND ? INTERIOR NOTE 3 SHTS. 8.10) (BOTH JAMB DETAILS) 114° 114• EXTERIOR DETAIL E MAX A MAX >& v q ' 1/4• MAX. SHIM -+-i I+- 1114• MIN. a WIN (1.SKS1 CMU) OR a • 1 MIN. a - ZWN. +0 13V MIN. • ° 3K81 ti CONCRETE 9 •' : . _ ) 2x WOOD BU " .a CONCRETE ANCHOR 1 CONC. (BEE NOTE 3) E �.'A • �; WI#12 HEAD NOTE 1 THIS SHT. AND q x WOOD BUCK DETAIL C DETAIL D NOTE 3 SHTS. 8-10) (SEE NOTE 3) TYPICAL SILL SECTIONS DETAIL F TYPICAL JAMB SECTIONS Ion Tarw*XOf3Y owvE ANCHORA DETAILS Z FJc tmtr� a IWWSEam Mr., swasmfe a *a.. R0sts Es „s. F.34us ALUM. HORIZONTAL ROLLER WINDOW, IMPACT P.E. AK 5/t3/OB A ADD NOTE 5. PA 8Q m � aee� sue. ab�m a+ PE Et38T12 m Noxoans, Fl 34V4 t�trrbty Better PE Half 11 « 11 4127 -10 B sauxum F.IG 228/06 J.J. 3/23/06 1 i1 i I i • • '• • APPROVED ZONING DEPT BLDG DEPT L Zej; •: ••� ':: SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • �• 0 : •:• • • • • • Vo K , X , ir .,.. °3`S'c C v 1 �1q cuI 6-D 4 4 1 3 E 5 IS °3`��� C. I T 3 x 6,Z5 IV c' 3, e.� ` �g7?u3 6-D 14;)- - 74A - 7 X 0 . t . 3 -7 -K- 5 1 i ¢� 4 G -7 rr- D EC AUk Aft MiAM 1t4IA1VII DADS CAUNTY �•ORIDA MMO -DADS FLAB Bun DMG ]IIU" NG CODE COMPL1ANM 0MCE BCCO) 1 "Q= , Sutm ion PRODUCT CONTROL DIVISION MIAMI, H=WA 33130 -1563 ATOTICE OF ACCEPTANCE (NOA)37s -2�1 ixAX { 3fi5- PGT Industries 1070 Tedwodogy Drive Nekew, FL 34275 SCon: 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 Daft County and other areas where allowed by the Authority Having Jurisdiction (AM. 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance poses. Tf this product or material fails to perform in the accepted manner, the mame c Curer will incur the expense of such testing and the AM inlay immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this Wmptance, 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 bas been designed to comply with the Florida Building Cade, including High Velocity Hurricane Zone of the Florida Building Code. DLWRIPTION: Series SH 700 Aluminum S r APPROVAL DOCUMENT: Drawing No. 4049.20, titled "Alum, Smgle hung WindDW, Im�Ct", sheets 1 through 11 of 11, dated 9/1/05, with revision dated 1 f24ft, prepared by POT Industries, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp wide the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large and sma Misaile Imppt Resistant LABELING: Each unit shall bear a permanent label with the man's name or logo, city, state and following statement: "Miand Dade County Product Control Approved ", unless otherwise noted herein. RLNEWAL 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: "I`ERMUNATION of this NOA will occur aver the expiration dates or if tie has been a revision or cue do the materials, use, and/or manufacture of the product or pros. Misuse of this NOA as an endorsement of any product, for sales, advertssing 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. ADVERTLu1VtEff.- The NOA mummer preceded by the words Miami-Dade County, Florida, and Wowed by the expiration date may be displayed in advertising litechture. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECT[ON: A ropy of this entire NOA shall be provided to the user by th a maruifac.turer or its distributors and shall be av ' - ]Building Oifficial. This NOA consists of this {1 i'e�ridt�nc� al document mentioned above. �,, _ �a� ��i The submitted documeaixtti review himiuel Perez,IP.E► T ea D: ='j N+NrA Na05 -1_ _ 1 - ZnP�11 ".!G LFrT I bbuvb23,20n Is BI.Q Q -PT vetDaW Horeb 23,201)4 pop SLIBJECTTO CONIFLIANCE WITH ALL FEDERAL STATE AND COU ^;T" RUI,G �S SGT Induatrt� NOTICE OF ACCEPTANCE• IJ1iMam A. DRAWINGS L Manufacturer's die drawings and sections. 2. Drawing No 4040 -20, Sheets 1 through I of 11, titled "Alum. Single Hung Window, Impact", darted 9/1105, with revision A dated 1/2x/06, prepared by pGT Industries, signed and sealed by Robert L. Clads, P.E. X TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- T 4645 dated 08!11105, signed and sealed by Edmundo 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Flenestratian Testing Laboratory, Inc., Test Report No FTL4647, dated 08111/05, sigma and sealed by Edmundo Largaespada, p.E. 3. Test reports on 1) Uniform Static Air Pressure Testy Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram, of an Aluminum Single Hung Window, Imps, prepared by Fenestration Testing Laboratory, Inc., Test Report No. YM 4648, dated 08110105, signed and sear by Edmundo L.arpespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 - 94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. Fri. 4649, dated. 08/11105, signed and sear by Edmundo Largaespada PY, 5. Test reports on 1) Air Inf ltradon Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram, of an Alum Single Hung W- 17 A .E. Product NOA No loi &01 ExpirsUan Date: March 23, 2011 E-1 A"mval Date: March 23,2N6 PGT Industries �LOTICE OF A CE A1�10E: ym�yr� erm�, Window, Impact, prepared by Fenestration Testing LaboratQry, Inc., Test Report No. FM 4650, dated 08/11/05, signed and sealed by Edmuudo Largaespada,, P.E. 6.. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No FIT,- 4649, dated 08/11/05, signed and sealed by Fdmundo Largaespada, P.E. 7. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hang Window, Impact, prepared by AmeSfthou Testing Laboratory, Inc., Test Test r FTL-4646, dated 08/11105, si Report No. 8. tip and sealed by Edmundo Largaespada, P.E. sports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Imlact, pmpand by Fenestration Testing Laboratory, Test Report No. M, 4723, dated 10105 105, signed and sealed by FAmundo LargaespWa, P.E. C. CALCULATIONS L Anchor Calculations and structural analysis, complying with FBC -2004, pmpared by PGT Engineering, dated 10/12105, signed and sealed by Robert L. Clark, F.F: Compiles with ASTM E1300.98/02 D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO ). E. . MATERIAL CERTIACATIONS 1. Notice of Acceptance No. 05- 12x8.02 issued. to E.I. DuPont DeNemours for "Dupont ButariteO PYB" dated 01/05/06, expiring on 12111/10. 2• Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for their glut Interlayer" dated 03/0404, expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 10/12105, signed and sealed by Robert L. Clark, P.E. 2 • Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTBER 1. Letter from the c 0nsult=4 dated December 15, 2005, stating that the t is in compliance with the Florida Building Code (FBC). ON NOA No 8% 18.81 Expiration slate: March 23, 2811 L -2 Approval Date; March 23, 2006 GENERAL NOTES: IMPACT SINGLE HUNG WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) �A:j 5° LAMI CONSISTING OF (2) UTES OF IV ANNEALED GLASS WITH A .ate DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB tNTERLAYER. B. 518' LAMA CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF IV HEAT STRENGTHENED GLASS WITH A.090 DUPONT SUTACITE OR SAFLEXAMEPSAFE MAXIMUM PVS IINTERLAYER. C. 6M6' LAMA CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER. D. 7118' LAMI CONSISTING OF (2) LITES OF 3118' ANNEALED GLASS WITH AN .090 DUPONT BUTACrM OR SARBUKEEPSAFE MAXIMUM PVB INTERIAYER. E. 716' LAMI CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .OW DUPONT BUTACITE OR SAFLEXIKEEPSAFE NOA DRAWING MAP MAXIMUM PVB. SHEET F. 7116' LAN CONSISTING OF (2) LTES OF 311W HEAT STRENGTHENED GLASS WITH AN DUPONT BUTACRE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. GENERAL NOTES » .... » ..... 1 GLAZING DETAILS............ 2 G. 13118' LAMI IG: (1) LITE OF 118' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6M6' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A= DUPONT DESIGN PRESSURES . ».... 3 BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 VERT. SECTIONS___. 6 H. 13f18' LAMA IG: (1) LITE OF IV HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF Cl) LITE OF 118' ANNEALED GLASS AND (1) LITE OF IV HEAT HORIZ. SECTIONS—- ...» 6 STRENGTHENED GLASS WITH A 090 DUPONT BUTACITE OR SAFLEXIMEPSAFE MAXIMUM PVS INTERLAYER. PARTS LiST... ».. ».. »..... 6 EXTRUSIONS————_. 7 L 13118' LAMI 10: (1) LITE OF IV HEAT STRENGTHENED GLASS, AN AIR SPACE AND 6118' LAMA CONSISTING OF (2) LRES OF 116' HEAT STRENGTHENED GLASS WITH AN .090 CORNER DETAIL .......».». 7 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE » ................. 8-11 J. 13118' LAMI KG: (1) LITE OF IV HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7118' LAMA CONSISTING OF (2) LTES OF 3116' ANNEALED GLASS WITH AN .09D DUPONT BUTACITE OR SAFLEXKEEPSAFE MAXIMUM PVB INTERLAYER. K.13M8' LAMA IG: (1) LITE OF 1S' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716' LAMI CONSISTING OF (1) LITE OF 3i10" ANNEALED GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITH AN .080 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVS. L 13M8' LAM! IM (1) LITE OF IN HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITE$ OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXACE15PSAFE MAXIMUM PVB 9CM41 AYEFL 2. CONFIGURATION&'OX° (111, VIEW AND RADIUS TOP, ALL WJ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 130088. B. POSnWE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130088. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS. sPP Oa *o 6. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCE TEST REPORTS: FTL -4846, FTL -4648, FTL4647, FTL484S, FTL -4548, FTL- 4660, FTL -4661 AND FTL-4723.,& & SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SHMI. lmorsuauacxattowNE GENERAL NOT naco r 3cata ='� ALUM. SINGLE HUNG WINDOW, IMPACT I1 L Clsrtc P E V�jw FA !/24IQB A AOOF71 -0WTONOT97. NCKOMI�&FL 34274 me &-- as PEOW12 FJ4 H17A JJ 4fl17l VktLtyBatmr Stt7� NT$ 1 11 4040 -2f1 A skudww 1 �:J 41 112° NOM. 112° NOM. GLASS SITE GLASS SITE a EXTERIOR INTERIOR [> (ALL SECTIONS) 37 37 8x,81 or 82 83,84 or 85 7a 7a — 6fi 8 Z ANNEALED OR HEAT STRENGTHENED GLASS 3HS" ANNEALED OR HEAT STRENGTHENED GLASS SOLUTIA OR DUPONT PVB INTERLAYER 090 SOLUTIA OR DUPONT PVS INTERLAYER 116° ANNEALED OR HEAT STRENGTHENED GLASS 3119" ANNEALED OR HEAT STRENGTHENED GLASS -- 119' N OM 7116" LAMINATED - -- -5116° LAM 7/16° LAMINATED GLASS 112" NOM. 1/2° NOM. 46 GLASS BRE q6 ASS BIT GLE 38 38 86,87 or 88 89,9a or 91 uu�e'��"' X14 7a 74 eu. 116° ANNEALED OR HEAT STRENGTHENED GLASS 3MW ANNEALED OR HEAT STRENGTHENED GLASS 080 SOLUTIA OR DUPONT MM INTERLAYER .090 SOLUTIA OR DUPONT M INTERIAYER 11" ANNEALED OR HEAT STRENGTHENED GLASS 3116° ANNEALED OR HEAT STRENGTHENED GLASS finir LAMINATED 7M6° LAMINATED AIR SPACE AIR SPACE i/8" HEAT STRENGTHENED GLASS lAr HEAT STRENGTHENED GLASS 13119" ATOM 13118" NOM. 13116° LAMI IG GLASS W/ 5/16" LAMI 13116" LAMI IG GLASS W/ 7/16" LAMI Lwow oor o lNQ DETAILS rs, wi.3aa7e ALUM. SINGLE HUNG WINDOW, IMPACT Fit V24AX A NO CHANGE THISSHEEr tVIXC F1 4 ytsibFyBetrer �w w tto4�tL P.B. F.fG PI9A15 J .J. 1wlao6' sH�oo Full 2 s 11 4030&20 A s 111 MNDOWS HIGH SILL OPTION 1.1 WINDO WIDTH GLASS TYPE 44" I Olow I 89112" I or 76" 28" ASG,H +80.0 -80.0 0 -80.0 1 +80.0 - 80.0 1 +80.0 LOD.0 +80.0 -W.0 32" AB,QH +80.0 - 60.0 1 +80.0 -W.0 +80.0 -80.0 +80.0 50.0 +Kl 58.1 MEETING RAIL 37" kS H +800 Sp.p 1 +80A -80.0 +74.4 74.4 +89.$ -SSA +872 -872 -^^� 40" H +80.p •50.0 +80.0 50.0 +68.0 5 3.3 8.0 +8 -63.3 +84.0 -84.0 ( 44" B H +$0.0 -80.0 +76.8 78.8 +80.8 -50.5 +87.4 87.4 +$6.8 -86.8 %�" 48 B G H +80.0 - 80.0 +88.6 -68.8 +66.6 - 88.8 +83.0 - 83.0 +83.5 -83.8 83118" I A.B,G,H + 80.0 -80.0 +63.4 -83.4 +82.0 - 82.0 +47.9 - 47.9 +48.3 48.3 J_T 1 UPT08311VI C D,E,F J.K,L ALL 7$" HIG W I +80.0 -a.0 S TANDAM VIEW AND FU DI T SILL O WINDOW HEIGHT OVER SASH HEIGHT 29 314" 38 318" 44" 80 816° 83" 72" 1 74" Is. WWTN GLASS TYPE 12 8118" 18 318" 18 818" 21 8" 2$1!4" 29 13118" 30 31 711$" "" 28" ASG,H +70.0 70.0 +70A -70.D +70.0 -70.0 +70.0 70.0 +70.0 70.0 +70.0 1 70.0 +70.0 -70.0 +70.0 1 -70.0 MEETING RAIL 32" AB,G,H +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 - 70.0 +87.6 -87.8 +88.1 -58.1 +88.6 - 888 +55.2 552 37" ASiG H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +56.0 -56.0 +81.3 -81.3 +50.0 50,0 +48.6 48.8 40" B G H +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +67.$ -67.6 +842 - 542 +87.7 - 57.7 +66.1 -56.1 +84.7 -54.7 f H 44° A, B G H +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +60.2 802 + 498 49.6 +63.7 - 83.7 +62.9 52.9 +81.7 51.7 48" ABGH +70.0 -70.0 1 +70.0 -70.0 I +86.3 58 3 +88.3 56.3 +48.1 46.1 +49.6 -49.5 +488 48.6 +47.8 831!8" A B G H +70.0 -70.0 1 +70.0 -70.0 1 +61.4 - 61.4 +618 51.8 +40.8 40.8 +44.6 -44.8 +43.8 43.8 +42.9 -42.9 UP TO 83118° I C. E F,I J L I ALL HFJGHTS TO 71 +70.0 -70.0 O W940M "Elam VMTH GLASS TYPE sow 80" 83" 40" D E.J,K +70.0 -70.0 +70.0 70.0 +70.0 70.0 E!624 -70.0 44" D E J K +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 59.4 RAIL 48" D K +700 -70.0 +70A 70A +89.8 89.8 $32 83118" D,E, K +70.0 - 70.0 +87.2 -672 +82.9 -82.9 57.2 UP TO88'1B" F,L ALd- TO 78 -70.0 LASS E • TEST REPORTS T I.E 4L A 8116 LAW - Off ANNEALED .080116° ANNEALED FTL b847 4648 4723 S . 8118" LAW - Off ANNEALED .0901/8" HEAT STRENGTHENED FTL4647 4$48 C. 611W LAW - 1B" HEAT STRENGTHENED . 116 HEAT STRENGTHENED FTL4647 4646 0. 7118" LAMB - 3116 ANNEALED .080 3116 ANNEALED FTL4845 E. 7118" LAMI - 3/18"ANNEALED .090 9116 HEAT STRENGTHENED ' FTL -4846 F 7/18" LA N - 16 HEAT STRENGTH .090 3/16 HEA STRENGTH FTt abadub 0.13f16 LAMA 10 -1B" HEAT STRENGTHENED AIR SPACF, 8M6 LAN - 1f8" ANNEALED .090 'LG" ANNEALM FTL- 4648 4881 4723 H. 13116 LAME 10 -1f6 HEAT STRENGTHENED AIR SPACE 8/16 IAN - 118" ANNEALED .0901!8" HEAT STRENGTHEN FTL4848 4651 L 13116 LAM! 10 - Ifir HEAT STRENGTHENED AIR SPACE 6 LAN - 118" HEAT InnMENED,090 HEAT STRENGTHENED FTL4648 4681 J. 13/16 LAMI iG -1f6 HEAT STRENGTHENED, AIR WAM 7116 LAN - OWANNME 090 $" ANNEALED FT44$49 4850 13116 LAM} 10 -116 HEAT STRENGTHENED AIR PACE 7116 LAN - WW ANN 090 3116 HEAT STRENGTHENED FTL 464 A 48M L. 13/16 LAMI 10 -1/6 HEAT STRENGTHENED, AIR SPACE, 7116 LAME - 3116 HEAT STRENGTHENED,.=, 3116 HEAT STRENGTHENED FTL- 4849, 4680 NOTE: WDi m WITH THE LOW SILL OPTION ARE LIMTED TO A POSITIVE DESIGN PRESSURE OF +64A PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. J =J rc"wDf s � DESIGNPRESSURES Rimer imum a FL 34M RIG Jr1av F A AW 4729 TO OL488TYPSSAa�cG. aae�x J82@ ,"_ ALU M. SIN HUNG WINDOW IMPACT RdON RE PE 439M F v d d. maw rroKOr+td, 3aara Vidb& B. lYT3 8 m 11 7 404020 a str I� 53118" MAX WDTH (ALL) 49 818" MAX. FIXED DLO (ALL) I SEE DLO ' { A A TABU Q Q..E SEE DLO SEE DLO C TABLE O TABLE O 78° MAX 78° MAX ' 78° MAX. --- L HEGHT HEKW HEIGHT BEE DLO 38 , j 1 8 ° TABLE X �/ SAS X SEE DLO SEE SEE DLO {MAX.) ' HE TABLE X NO 4 TABLE x NO 4 48114" MAX. vENr of o (ALL) DETAIL B DETAIL C DETAIL A VIEW DARD SASH) RADIUS TOP (STANDARD SASH) a E'l S LDA 1'F I OPENING L B.r.E L W► 1 BEE DLO SEE DLO DETAIL SILL BILL 7A8LE 0 j 78° MAX TABLE 0 j A 34112" 34 311@" 78° MAX 8 41 618" 41 114" HEIGHT HEIGHT C 411/4° 40 718" D 62 6B° 5211118" E 521/4" 62 511V SASH 2V 20' SEE DLO TABLE X SASH SEE DLO TABLE X SASH LOW KOH e' suCB++1Ca e6e S&L. HEIGHT HEIGHT DETAIL SILL B A 34112" 34917 s B t 13 27 7118" 27118" I DETAIL D p E c 27 7/1 27 4 fi >a D 16318" , 16314" VIEW (CUSTOM SASH RADIUS TO SASH) E 16318° 16 4° TABLE 5. NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 VOR CORNER DETAIL VIEWS. 8 3.8EE SHEETS 8 THROUGH 41 FOR ANCHORAGE fNFORMATKN+I. 4. SEE TABLE 2. SHEET 3 FOR STANDARD SASH HEIGHT8. w f C TEC HNOGO E ELEVA17ONS Rio law a C.HAN1iE arias as e� ALU M. SINGLE HUNG W7AWW, IMPACT PWbwt L C k*. PP F. A 4<5 ,C.,� IV/lw5 � a NT3 4 - 11 4040 -20 A skwftw 26 (SEE NOTE) 27 BALANCE PARTS USED 4 INSIDE MAX VENT DAYLIGHT OPENING ON SASHS >40 LBS 14 & 16 31 MAX 19 2. 710" FD(ED LITE DAYLIGHT OPENING 28 MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A A OUTSIDE 9 &10 25 15 6 23 BALANCE PARTS USED ON SASHS 440 LOS MAX HEK319T 21 B ONE SWEEP LATCH LOCATED ON VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS LOCATED OUTSIDE INSIDE W FROM EACH SIDE OF VENT. MAX. VENT DAYLIGHT OPENING I+— 68 -- -2.71(' — i t 28 53 g 83 ' 2&� 2.330' (HIGH SILL) 52 (LOW SILL) 54 87 (SEE NOTE) (SEE NOTE) SECTION C-C 3 30 1 U RALIFT $9 12 UTIT WFT ((ADDETA LY SECTION B-B ALTERNATE HIGH SILL (LOW SILL SHOWN _ --- - sr=crloArs w F ic V24470 A lYOCttANL{L'7HI.43HEET P.O.BQ7t,828 ALUM, SINGLE' HUNG WINDOW, IMPACT � Lc .P.e. T'�* Fr 8eaasr a am — F 9nl� ✓ t. POItdoB .A spa Hell 5 d 11 4 A ITEM DINGA DESCRIPTION PGT# ITEM OWGR DESCRIPTION PGT# 1 400?A IFLANGE FRAME HEAD 812226 63 506 GLAZING CHANNEL (.888 X.800 ) 6633402 2 1166 108 X I= QUAD PN. SMS 781PQA 64 1181 #6 X 1.000 PH. BUGLE TEK 708X1 3 40030 IFLANGE FRAME SILL ILOW SILL. 812226 67 GLAZING TAPE 1116 X 12 - 7116 LAM1 62OVI510 6 1626 IADHESIVE OPEN CELL FOAM PAD 7PAD1S26 . 68 4061A SASH BOTTOM RAIL (HIGH SILL 64061 6 4004 FLANGE FRAME JAMB 612227 69 4060A FLANGE FRAME SILL HIGH SILL) 64050 7 4025 SASH STOP AUAWTIt 612244 74 ISILICONF, DOW 898, 996 OR EQUIV. 8 4026 SASH STOP GRF_SS 1.125 LONG 612244 80 A. GLASS 6/16 LAMI, IIW&.090 PVS 118 A 8 4028 CALDWELL AIUMA TILT BALANCE, 6/8" 81 B. 5118 LAM, 10P,.090 PVB,1t8HS 10 1080 SAL. COVER, RIGID VINYL, SW 6BALCVR818 82 C. GLASS, 6118 LAM, 118- HS,.090 PVS IW 11 08 X.760 PH. PN. SMS 7834AA 83 D. GLASS, 7118 LAMI, 1/8A,.090 PVS,1/8A 12 BALANCE BOTTOM BRACKET Mawr 84 E. GLASS, 7118" LAMI, V8 .090 PVB 'DBMS 13 1086 ISASH TOP GU 50 SAL 42504 85 F. GLASS, 7/18 LAMA 1/8HS .090 PV6,118H3 14 4029.1 CALDWELL ULTRA -LIFT BALANCE, .670" 86 G. GLASS 13118 LAMB IG; 1l8HS AIR SPACE, fiM8 LAMI 118" .080 PVB 118" 18 #8 X 1 PHILLJPS FLAT HEAD S. STL 78XIFPAX 87 H. GLASS, 1311(r LAMS A IlWHS, AIR SPACE, 5118 LAN, 118- .090 PV6,1 18 1080.1 .670 ULTRA -UFT BALANCE COVER OBALCVRB70 88 L GLASS, 131W LAN tG• 1/8HS AIR SPACE, 6118 - LAMI, 118HS,.090 PVB,118HS) 17 4063 SASH STOP COVER LTRA4J 84063 89 J. GLASS 13118" LAMI IG;1/8HS AIR SPACE, 7116" LAN, 3M6" .090 PVB,3116 - A 18 4029 -1 SASH BRACKET 7ULSRXT 80 K GLA38,13H6" LAMI IG;1/8 "HS AIR 8P 7118" LAN, 3H8" .090 PV9,3118"H8 19 32 X 12- LG. PH. FH. TYPE F S. STL 7832X12FPFX 91 L. GLASS, 13/16" LAN ]G• VVIHS, AIR SPACE, 7118"LAPA 3PI8"H8,.090 PVS,3t16"HS 20 1086 SASH TOP GUIDE, 11 /18° SAL. 42606R & L 21 4054A FIXED MEETING RAIL 64064A 23 40080 SASH TOP RAIL 84008 26 1236 WSTP .,.170X.270 BACK FIN SEAL 678180 28 10M SWEEP DITCH 71098 27 1018 #8 X.625 PH. FL SMS 7866 28 4007 SASH BOTTOM RAIL OW SILL 612230 30 1226 IWSTP.. BULB VINYL 6TP249 31 4008 ISASH SIDE RAIL 612231 34 1266 SASH FACE GUIDE 4201 35 1622 LAM] SETTING BLOCK 3132" X 26/84" X 1" 71622K 36 1052 LAMB IG SETTING BLOCK V X 314" X 1118 71052K 37 1224 VIM GLAZ. BEAD BULB 8TP247W,K 38 1228 VINYL GLAZ. BEAD BULB SM48K 41 40398 GLAZING BEAD, 5116 LAM. GLASS. 640398 42 4044E GLAZING SMJID 6/18 LAMI WIGRtL L KIT 844703 44 4222A GLAZING BEAD 711V LAW 84222 ae wage 46 9850 GLAZING BEAD 7118 LAM1 WX3RILL KIT 6888 46 4067 GLAZING BEAD,13/18 LAN L.G. 64067 62 4W9 SILL LATCH 0 EGRESS OW SILL) 78400th 53 1088 SPRING SILL. LATCH GRESS 7SPRNG ft 54 2740 BILL LATCH EGRESS (HIGH SILL 62740 56 1014 SCREEN FRAME OR. & VER. 61014 56 1830 SCREEN CORNER KEY WIRINGS 71630 67 1631 SCREEN CORNER KEY W /OUT RINGS 71831 68 1073 SCREEN SPRING 7CASP 68 1824 SCREEN SPUME -.135 DI& FOAM 81624K 1836 SCREEN SPLINE - AW DIA. HARD 61636K 61 1 ISCREEN CLOTH 61818 GL PARTS LIST_ T r! Noxo�s, ALU M. SINE HUNG WINDOW IMPACT ftwir F.X alavrB a nwcxaxaeta�uasa�r Po.egxrma _ Robertt.cWx.P.a F 8/trDB J.1 ama0ros Hotroans, Fl 34aaa V&96 Betms NT$ 6 m 11 01.4 4040-20 R SEALANT ALONG ENTIRE JOINT F --- qHE T 2.764 � F-1 30 Oe2 t FLANGE FRAME HEAT? 6 #4002A, 8083 -TS 1749 FLANGE FRAME SILL (LOM WELD c, r6 6 ALONG ScEW j DOSS (2) S 7 1 2.710 L (+1.613 -H .738 .082 L4a=J .040 h- 1.451 —f VIEW D-D VIEW E -E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP SASH STOP COVER I FRAME CORNER CONSTRUCTION G) FLANGE FRAME JAMB 7 #4025, 6063-TG 1? #4063, 6083•TB 0 #4004. -Ts (USED AS RADIUS TOP HEAD) - 1.186+— .878 �9p PL t 2325 1.- I — +I 1344 •off 41 GLAZING BF.5H8° I S #4039B, So6346 9.979 •062 .165 1.707 .ow � SASH SIDE RAIL 082 31 #4008,6083•T5 21 FIXED MEETING RAIL SASH TOP RAIL 28 SASH BOTTOM RAIL (LOVY) #4054A.6083HS -TB / #40080,6083FS46 #4007,3 -T6 oao 878 42 GLAZING BEAD. 511(r ° 1. —}+ —� T (USED W LL KIT) .082 2.1348 O GLAZING BEAD 7116° 3,446 #4222, 6063 -T6 i 2838 883 nRn . 878 I 1+- —I' - 1.097 '� 46 GLAZING BEAD, 13116" lG 1.116 {+--� #4087, W8346 FLANGE FRAME SILL (H SASH BOTTOM IL (H� GLAZING B 7/16° (USED W/ GFULL KIT) EXTR USIONS F FRAME CORNER DET ALUM SINGLE SINGLE HUNG R WINDOW , IM PACT K 1/d4/4B A R10G4bWQE 7}N897dE&T t�KOAfl9.Pt 36274 mm ua maw a` PEWM2 RK !08 J..t. Maw t/tstbty Beamr N81f 7 m 11 4040.20 A Sauoaxat 6E DR in Dp TABLE 8. SUBSTRATE: ANCHORAGE NOTES: CHOR T YPES : 74 1. ANCHOR TYPES: N N N N N N N g N a N N a O N N 1 -114' ELCO TAPCONS vamw 00) iN�TH I TYPE < � � .- .- � `� � L7 go " 3 -#12 SCREWS CRETE FLEX 1918" _ ALL TYPES 1 1 1 1 1 1 1 1 2. INSTALL Ih WINDOWS IN MIAMI -OADE COUNTY PER 1 1 1 1 1 f 1 1 f 2 1 2 1 1 1 2 2 2 21212 3 3 2 2 TABLE g, 24' ALL TYPES 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 2 2 2 2 2 1 2 2 2 2 2 3 2 3 2 2 3. FOR WINI>OW3INSTALLED OU731DE MIAMWADE 1 1 1 1 A 1 1 1 1 i 2 A COUNTY TO FULL DESIGN PRESSURE, USE 1/4' C, D,E,F,I,J,KL ITT 1 2 1 1 2 2 1 1 2 2 2 2 2 1 2 2 3 2 3 2 2 3 3 2 3 2 2 3 4 3 4 3 3 TAPCONS,1/4' W CRETE -FLEX, OR #12 SCREWS 32" 1 1 1 A 1 1 1 1 1 1 9 1 2 A 1 1 1 1 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 6 A B4O,H 21112 1 2 2 1 2 1 2 2 2 2 2 3 3 3 2 2 2 3 3 - 27 - 3 2 FO R GLASS E A MID ANCHOR TYPE 1 INSTALLED 1 1 1 1 2 1 1 2 2 1 1 37" 1121112 1 112 3 2 2 1 2 2 3 2 3 a 2 2 3 3 2 3 4 2 4 2 3 4 4 3 4 3 3 4. ANCHOR QUANTrrY KEY: A,B,G,H 1 1 1 2 1 9 2 2 1 2 2 2 2 1 1 1 1 HEAD 2 1 1 1 2 3 2 2 4 2 3 2 3 2 2 3 2 2 3 3 2 3 3 2 3 2 2 C,D,>"f f,J,IC L 2 2 2 2 2 2 2 JAMB ABOVE MTG. RA11 2 i - 3 40" 1 2 1 2 1 2 2 3 112 213 Au= 2 2 3 2 4 3 4 213 4 6 3 4 3 3 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW MTG. RAfL. 2 2 3 2 2 3 2 3 2 3 3 3 2 3 3 4.314 3 C,D,E,F,I,J,KL 2 2 2 2 2 2 �„ 1 2 1 2 1121213 2 3 2 2 2 3 2 3 2 2 3 4 2 3 2 3 3 4 3 4 2 3 4 6 3 AB,CiH 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 1 3 3 2 2 2 2 3 2 2 3 2 3 3 3 3 2 3 3 3 4 C,D,Ef,1,J,KL -21-2 2 2 2 3 2 1 2 1 2 3 2 3 2 3 2 3 2 3 3 4 2 4 2 3 4 6 3 4 3 3 4 8 4 6 3 4 s) �BOH 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 I. s 2 112 1 2 213 213 3.2 3 2 2 3 3 3 2 3 2 3 4 3 4 IL3 C,D,E,FJAKL 2 2 2 2 2 3 3 2 53 18„ 213 112 112 213 2 3 2 3 3 4 2 4 2 3 3 4 2 4 2 31415 3 6 3 4 6 6 4 6 =4 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 - 2T - 3 1 2 1 2 3 213 314 214 2131214 2 2 2 4 4 HEAD - 181/2" FROM CORNERS JAMBS ABOVE MEETING RAIL - 171/2" FROM TOP CORNERS JAMBS BELOW MEETING RAIL -16" FROM BOTTOM CORNERS AND W BELOW MEETING RAIL ANCHORS NOT REQUIRED IN SILL GLASS TYPES a. 9B A. 6118' LAW - (18" ANNEALED,.090,18' ANNEALED) S. 6118' LAMI - (18' ANNEALED,.09Q1/8" HEAT STRENGTHENED) C. 6116" LAL41- (18" HEAT STRENGTHENED490,118' FEAT STRENGTHENED D. 7118" LAMI - (3116' ANNEALED,.090, 3118" ANNEALED) $ 7118" LAME - (3118' ANNEALED,.090, 3118" HEAT STRENGTHENED) F. 711W LAMI - (3118' HEAT STRENGTHENED,.090, 3M8' HEAT STRENGTHENED) G. 13/18' LAMI 10 -115' HEAT STRENGTHENED, AIR SPACE, 6M8" LAM] - (18' ANNMEO,.090,18" ANNEALED) H. 13M8" LAMI 10 -118' HEAT STRENGTHENED, AIR SPACE, 1618" LANq - ( 118" ANNEALED,.M.1/8" HEAT STRENGTHENED) 1. 13/18' LAMI K9 -116" HEAT STRENGTHENED, AIR SPACE, 6118" LAMI - (18" HEAT STRENGTHENF-D,.090,18' HEAT STRENGTHENED) .13118" IAMq IG -18" HEAT STRENGTHENED, AIR SPACE, 7118" LAW - (3/18' ANNEALED,.090, 3118" ANNEALED) 13118" LAM IG -118" HEAT STRENGTHENED, AIR SPACE, 7118' LAMI - (3118' ANNEALED,.090, 3/18' HEAT STRENGTHENED) L. 13/18' LAM IG -18' HEAT STRENGTHENED AIR SPACE, 7116" LAMI - 3U18' HEAT STRENGTHENED . 3118" HEAT STRENGTHENED ,.or ANCHORA S PACING 1H WINDOWS / wacc�s �1s ALUM. SINGLE HUNG WINDOW IMPACT .K 1124 A NOCHANQETi1f5 fEE7 P.O.BQX7 SWA.U", aerr mr. yy, R PLC P.E PIOKOMp. ci34274 Vfa7b1Y Better JC 7 J.,ir 10/'10/08 stow IYTS & m fA 404020 A S�nmpual . ANCHORA FOR S AND RADIUS TOP S TABLE 7. ANCHORAGE NOTES: TE: AN CHOR TYPES : 38 3V 44" 50 83" 74, 78" 1. ANCHOR TYPES VWNDOW N ° N � N N -1/4 EICO TAPCONS i WIDTH TYPE � � � U M � � U � � P m P � � � � `- 3 - # 2 SCREWS CRETE-FLEX 191/8" ALL TYPES 1 1 1 1 1 1 1 1 9 1 1 2. INSTALL STANDARD VIEW AND RADIUS TOP 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 1 1 2 2 1 3 2 2 2 1 WINDOWS IN MIAMI -DARE COUNTY PER TABLE 7. C,D,E,F,I,J,K,L 1 1 9 1 1 1 1 i 1 1 1 111 1 1 ? j 1 1 1 1 F1 j:,K M2 lIl 2 2 2 2 1 3 2 2 2 2 2 3 2 3 1 a 2 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE A 1 1 1 1 1 1 1 1 1 1 ? 1 COUNTY TO FULL DESIGN PRESSURE, USE 114° 1 1 1 2 1 1 1 1 1 2 2 2 1 2 2 2 i 2 2 2 2 3 3 2 TAPCONS,114" 834 CRETE: FLEX, OR #12 SCREWS ? A 1 1 9 A 1 1 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 7 C, F,I,J,14L 2 1 Ill 11112 2 2 2 1 1.212 2 2 2 1 2 2 2 2 2 2 312.312 2 a 4 3 3 3 3 2 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED A,B,G H 1 1 1 1 Ill 1 1 1 1 1 Ill 1 1 1 1 111 CONCRETE 2 1 Ill 11112 2 212 1 11212 212 2 1121212 212 3121312 212 3M312 2 2 4. ANCHOR QUANTITY KEY: C,D,E,F,LJ,K,L 1 9 2 2 2 1 2 2 2 2 3 , 2 2 114 1 11212 2 2 211 IA x 2 2 2 3121 2 2 3131313 3 2 4 3 3 3 3 HEAD 2 A B,G,H 1 1 1 1 2 1 1 2 2 1 2 2 2 1 t 1 1 JAMB ABOVE MTG. RAIL 212 1 11212 2 2 211 2 2 212 S 2- 2 2 2 3 2 212 3 2 212 C,D,E,F,I,J,K,L 2 2 1 1 9 2 2 2 2 2 2 2 2 3 x 2 2 x 4 3 3 2 4 4 3 2 JAM�BBELOW MTG.RAIL 2 2 a 2 2 2 2 2 2 2 2 2 2 2 2 2 AB,G,H 2 2 2 2 2 212 2 2 312 2 2 2 3 22 212 2 413:3 C,D,E,FJAK,L a 2 2 2 2 2 2 2 44° 2T 212 jU 2 2 212 212 3 12 T 2=2 3 F3 - 2T2 - 2 F2 4 3 3 3 3 514 413 3 3 A,B,G,H 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 Ill 2 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2 4 3 3 3 3 2 C,D,E,F,I,J,K,L 2 2 2 2 2 3 2 4r 2 2 2 2 1 1 2 2 2 2 2 21312 x 2 2 2 3 3 3 2 4 3 3 3 3 2 5 4 4 4 4 3 A B,G H 2 2 2 2 2 2 2 2 2 a 2 2 2 2 2 2 2 2 111 2 2 312 2 2 2 2 2 2 2 TTY 2 2 3 312 C,D,E,F,I,J,K,L 2 2 2 2 a 2 3 2 2 3 ,. 2 1 2 2 2 a 2 3 2 2 2 2 2 3 3 2 3 2 2 3 3 3 3 2 2 4 4 3 3 3 3 5 4 4 4 4 3 A,%G H a a 2 z 2 2 2 2 2 2 2 a 2 2 2 2 2 2 212,2121 2 2 &2 2 2 3 2 =2 2 T7 - 2T2 - . 2 2 2 TfT 3 2 SP ACING G HEAD - 18111° FROM CORNERS JAMBS ABOVE MEETING RAIL -17117 FROM TOP CORNERS AND 251P7 O.C. JAMBS BELOW MEETING RAIL -15- FROM BOTTOM CORNERS AND 5" BELOW MEETING RAIL GLASS TYPES: ANCHORS NOT REQUIRED AN BILL A. 5118° LAM! -( 118" ANNPALED,.090,1t8"ANNEAL.ED) S. BMW LAW - (118 ANNFALED,.090,118' HEAT STRENGTHENED) C . 5115° LAMA - (1A0° HEAT STRENGTHENED,.090,1V HEAT STRENGTHENED) D. 711W LAN - (3118"ANNFALED,.090, 3116' ANNEALED) E. 7118 - LRAM - (3118° A NEALED,.M 3115° HEAT STRENGTHENED) F. 7118" LAMI -(3118" HEAT STRENGTHENED,.090, 3f1(" HEAT STRENGTHENED) 13U18" LAN IG -115" HEAT STRENGTHENED, AIR SPACE, SJ18" LAMI - (118° A NNFAL.ED,.080,iW ANNEALED) H. 13118 LAM! 10 LA IG - tAI" HEAT STRENGTHENED, AIR SPACE, 5115" LAMB - (118° ANNEALED,.090,10 HEAT STRENGTHENED) L 1311W LAMI IG -1f8° HEAT STRENGTHENED, AIR SPACE, BMW LAMI - (UB" HEAT STRENGTHENE0,.090,1f8" HEAT STRENGTHENED) .13115" LAN IG -1B" HEAT STRENGTHENED, AIR S PACE, 7115" LAN - (3115" ANNEALED.M, 3118° ANNEALED) 13118° LAMI IG -1fir HEAT STRENGTHENED, AIR SPACE, 7118" LAMI - (3115" ANNEALED, 090, 3118" HEAT STRENGTHENED) 13!18" LAMA 10 -1f8° HEAT STRENGTHENED, AIR SPACE 711S° LAN - 3118° HEAT STRE NGTHENED,.OK 3118° HEAT STRENGTHENED xmw&A vow ANCHORAABESPACIN(3 STANDARD VIEW Naconaa FL SNUMN '+w F.K 1414AN A NO CHANGE 7W SHEEt' ao. ctaes ALt1M. SIARXE HUNGWINDOW, IMPACT e LCork . E Zmw Maim oa,, Ho - 0. 0.aav4 Vta * Bar 6 v °°� ° FE r1r FJC 7/182& J i. ionams s fV'TS 9 99 4040 -ZO A : ANCHORAGE FOR TOM VIEW AND RAO= TOP WINM TABLE 8. ANCHORAGE (VOTES: UeSTRATE ANC HOR TYPES : 29 3W 1 38 j 3� 80 818" W. 83" 72" 74° 78 A. ANCHOR TYPES: WIDTH TYPE m ` m �����5 �' -�MT� 3.8728CREyy8 CRETE-FLEX CON8 18118° D, E, F, J, K, L 1 1 1 1 1 1 1 1 1 1 t 1 2. INSTALL CUSTOM VIEW AND RADIUS TOP 1 1 1 A 1 1 1 1 1 jj 1 1 1 1 1 2 1 2 1 1 2 1 ]4:1 2 1 3 1 3 1 2 1 WINDOWS IN MAM4DADE COUNTY PER TABLE S. 24" D, E, F, J, K L 1 1 A 1 1 1 1 1 1 1 1 1 1 1 OR #12 SCREWS 3. FOR WINDOWS INSTALLED OUTSIDE MIAMI -DADE 1 2 t 2 1 t 1 1 2 - ,T - 2T2 - 1 2 1 1 2 2 2 a 2 1 3 2 2 2 a 1 4 3 2 3 1 32" D, E, F, J, K, L 1 1 COUNTY TO FULL DESIGN PRESSURE, USE IW 1 1 1 1 1 1 1 1 TAPCONS,1W 384 CRETE -FLEX, 112 112 1 2 t 2 2 2 2 2 2 2 1 2 2 2 2 2 2 4 2 3 2 3 2 6 2 4 2 3 2 AT THE ANCHOR QUANTITIES SPECIFIED IN TABLE 8 37° D, E, F, J, K, L f 1 1 1 1 2 2 1 2 1 2 2 1 FOR GLASS TYPE A AND ANCHOR TYPE 1 INSTALLED 1 2 2 2 1 2 3 2 2 2 2 2 1 2 3 2 2 2 4 2 5 2 4 2 4 Hd CONCRETE. 40" D. E, F, J, K, L 2 2 2 2 2 2 2 2 2 2 2 2 2 4. ANCHOR QUANTITY KEY: 1 2 ill 1 2 2 2 1 2 1 2 2 2 2 21219 3 2 2 2121412 2 $12 4 2 4 44° D, E, F, J, K, L 2 2 2 2 2 2 2 2 2 HEAD 113 2 1 2 2 3 2 2 112 3 212 2 2 3 2 2 2 21413 4 2 3 2 6 3 812 4121 JAMB ABOVE MTG. RAIL 2? 3 F,L 2 2 2 2 3 Z 2 2 3 2 2 „ 113 113 1 2 2 3 2 3 1 2 x 3 2 3 2 1 '3 3 3 2 2 5 3 4 3 3 2 - 6T - 3 6 3 4 2 JAMB BELOW MTG RAp DEJ,K 2 2 2 2 2 3 2 2 3 2 3 2 2 2 1 2 1 3 1 2 2 3 1 2 2 2 3 2 2 2 2 3 2 3 3 4 2 5 2 4 2 F,L 2 2 2 2 3 3 2 1 �„ 1 3 113 1 2 2 3 2 3 2 2 2 3 3 2 2 3 3 2 3 2 2 =W53 3 3 2 7 3 5 8 D,E J,K 2 2 2 2 2 2 3 3 2 3 2 3 3 2 3 2 2 1 1 9 1 2 2 3 3 2 1213 2 3 2 2 3 3 2 3 2 2 4 3 4 3 3 2 8 3 4 2 BASM ON THE O SKI HEAD - 18112" FROM CORNERS JAMBS ABOVE MEETING RAH. - 17102" FROM TOP CORNERS AND 26112" O.C. JAMBS BELOW MEETING RAIL - S" BELOW MEETING RAIL (15" MAX. FROM BOTTOM CORNERS) ANCHORS NOT REQUIRED IN SILL GLASS S• D. 7118" LAW - ( 3116" ANNEALED,.090, 3116 ANNEALED) E. 711W LAMI - (3118" ANNEALED,.090, 3118" HEAT STRENGTHENED) F. 7116° LAN - (3118" HEAT STRENGTHENED,.0N. 3118" HEAT STRENGTHENED) J. 13/t6" LAM[ K3 -115" HEAT STRENGTHENED, AIR SPACE, 7116" LAMI - (3118" ANNEALED,.O1K), 3116" A NNEALED) K 13116 LAW 10 -118" HEAT STRENGTHENED, AIR SPACE, 7116" LAMI - (3116" ANNEALED490, 3116" HEAT STRENGTHENED) L. 1311W LAMI IG - A/8" HEAT STRENGTHENED AIRSPACE, 7116" LAMI .(3/l8 HEAT STRENGTHENED,.090, 3118" HEAT STRENGTHENED Oak 01 -- � Ik�1W�C Sy omrearNaocaY ANCHORAGE SPACING CUSTOM VIEW r lx fftom F.0 121106 A Ho crraus>= 7tnsst r N P OIC�L9. PLC ALUM. SINGLE HUNG WIND IMPACT l � Robert LObrkPA. AK MM " 10/14W Noxotas,Fl ra v&1* , NTS ?o - 1A PE - 4040.20 A NOTES: CONCRETE ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI -QADE COMITY, USE ONLY MW "ADE COUNTY (SEE NOTE 1) 2x WOOD BUCK WOOD ANCHOR APPROVED 114" ELCO TAPCONS OR 114° SSA CRETE -FLEX. MINIMUM DISTANCE FROM (SEE NOTE 3) (SEE NOTE 2) ANCHOR TO CONCRETE EDGE IS Z 11x. ( CONCRETE) (WOOD) 2. FOR WOOD APPLICATIONS IN MIAMI -DADS COUNTY, USE #12 SCREWS, IW TAPCONS OR 114° SS4 CRETE -FLEX. I Iw woOQ BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE �, ,. w . • . MIN. TOT TH ICK NES S IS LESS THAN 1 11x. ix W OOD S UC KS A R E OPTIO IF UNIT CAN BE WOOD OPTIO 1x j 1 11x THICK OR ION D GREATER. INSTALLAT SUBSTRATE OF WOOD BUCKS TOO E 1 1P1" BUCK (SEE NOTE 3) _ __ __L ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 1 U4" 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL. SHALT. BE A MINIMUM STRENGTH OF 8063 -76 AND A MINIMUM OF 1i° THICK THE ALUMINUM STRUCTURAL. MEMBER SHALL BE MAX SHIM SHE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA #12 SHEET DETAIL A DETAIL B METAL SCREW WITH PULL ENGAGEMENT INTO THE ALUMINUM. W THE$E CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL BEAD ANCHORAGE MAY BE USED. <3 EXTERIOR OR,.. 6. ANCHORS ARE NOT REQUIRED AT THE SILT. (BOTH HEAD DETAILS) I—v ® & FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRLhffR HEADS. 114" MAX I114° UP MAX. 1 11x SHIM ' MIN. , SHIM MIN. P� d' . • � r CRETE ANCHOR, A WOOD WQDD ANCHOR, ELLOW MEETING RAIL FH BELOW MEETING NOTE 1) RAIL. (SEE NOTE 2) �o •; (CONCRETE OR CONCRETE BLOCK) (WOOD) oa �sy4Galt6 Ix BUCK OPTIONAL. WITH SOLID CONCRETE (SEE NOTE 3) >VOM SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL JAMB ANCHORAGE u INTERIOR (BOT a } V ANCHORAGE DETAILS WNW NOKOM FL 24270 750 ALUM. SINGLE HUNG. WINDOW, IMPACT f L P4 F.14 t24VGB a NOTE 942T4 ys(b/yBemr ae "' e�• i` — ""`�' we AE#39T12 FA eHI� JJ. lanoros srr Hay 11 011 400-20 A snemw FROM (TUE) DEC 15 2009 11 :43 /ST. 11 :42 /No. 6808539927 P 1 Dec 15 ZOOS 10a 45F1M HP L.ASERJET FAX P. I °R CERT FICA E OF LIABILITY -INSURANCE ° "; `I o PRODUCER AIICoast Insurarm THIS CERTIFICATE IS ISSUED AS A MATTER OF INFCF NAMON 674 W. 4th Ave. ONLY AND COWERS NO RIGHTS UPON T71E CWtTIF ( ATE HOLDER. THIS CERTIFICAT€ DOES NOT AMEND.1'��1W1 ND OR Hlalesh, FL 33014 ALTER T COVE R&0g AFFQftM BY THE_P0 E.1 QRDMI Phono x)$28 -0802 Fox C. ?$28.499 INSURERS AFFORDINS COVERAGE N UC a - - INSUREO 1W Glass Doors & Winft tis, Inc INSURER A; AMERICAN VEHICL IN 5305 NW 74 AVE SUa B: AEQUICAP PROGRAM ADMIRlISTRAT _ — I INSLfHER C: -.� M"I, FL 33168 (305) 4704284 w R D WsuRERE COVERAOE8 INSURER F.' - -- THE P OLICIES OF INSURANCE USTEO K VME BEEN 1 ED To THE INBUREc NANED A80VE OR THE POLICY PWU00 INDICATED. NOTW11rtrHSTAV iwa ANY REOUFMIF-NT, TERM OR CONOITK hi OF ANY NTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH 1"S CERTIFICATE MAY BE ISS:,� :0 OR MAY PERTAIK TtE INSURANCE AFFORD BY THE LICKS DESCRIBED MMN 15 SUBJECT TO ALL THE TERMS, EXCURSIONS AND CONDITIOR OF SUCH f P OLICIES. AGGREGATE L lblrr8 SHOWN i Ay NAVE REDUCEOBY PAIDCLA*AS. iLBR ADO►i TYPE CR INSURANCE POUCYNUMBI:R t-Y E � YEItPIRATION LETS » GENERAL LUMUTr 6/ H OCCURRENCE rd $1,000,00 COMMERCWL GENERAL Lt4 0 B.tTY G OW0002573 0522/08 05/7,2110 PREMI gg�irLs> .. $100,00 E LAD Q awm9 E ® OCC R MED EXP (Anyone pe►•on) $6,00 ❑ A ❑ PERGONAL s ADY INIMV ❑ GENERAL AGGREGATE GENT AGGREGATE WIT APPL ES PER: PRO IDUCTS - GOW10P AGG $2,000,00 C POLICY ❑ PROJECT 0 LOO AUTOW408 LE LIAR M - —y COMBINEO SINGLE LMAT ... D Asir AuTo D A A OWNED AUTOS - --- -- ❑ ❑ SCHEMJI- EDAUTOS 9004.Y INJURY ❑ 14MED AUTOS (Par P ❑ NON OWNED AUTOS BODLY INJURY {PSr aodd ❑ PROPERTr DAMAGE GARAGE IdAt Ujw AUTO ONLY - EA ACCCeNT _ ❑ 0 HER HA ANY AUTO OT TN EA ACC AUTOONLY: AGO rrtCES U.A LAX EACH OCCURR ❑ [� OCCUR ❑ CLAW i KA AGGREGATE » ❑ DFDUC7IBLE - - �❑ RETENTION S R3 COMPENSATION COMPENSATION AND B EI KJMERV UANUTY 07078834 0924= 0=4/110 ANY PROPRIETOR I PAMER t mMC jrVE E.I. H/►cCB7RNT 100. 00 OFFIM111 MEMBER EXCLUDED? _ _ If Yft IIpICr oo wader E•.L MEME - EA SVLO - _ $100,00 SPECIAL PROVISIONS bet6w 07tiLR E. L DISEASE - POLICY LMT 400.00 -- SiCRIPTION OF OPERAT10N8 / LOC:A i VEHI t DE D BY ENDmENENT I SPECLAt PR0IASIOMS i Doors and Whdo" Instafl+adon CERTIFICATE HOLDER CANCEUATION SMOUL.D ANY OF THE ABOVE DESCRIED POUCWJ BE CANCELI..D 109r RS TFIE KXPIRATION DATU T HWOF , THKOSUNG IWRER WILL ENDER joR TO YAQ Miami Shores V10 Hatt f0 DAYS 11ECMnFICATEHOLMI! 4AMm10 90050 NoffiWa 2 n Avenue THE LEFT. BLn IMIPOW NO C OLISATC N C>II4 LLOJ94 TY Miami Shores ,Flog 33138 ' ' ° AIU OR REPRESENr IVES. ALITHORFZED — - ACORN z s (�caroa qF -- 4 ACORD CORR� W f WM IRVI P ort %.�*�m�s�, sF. Mm a�tx k M - 9, �V.s t d s S vim infix a sp € 7 k ,�� ., RO ms`s ��, �k- �r � � �' r'� � � - ,�:w�'� -� '�,'',�.•, � � .� y r Y �} f �' Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 132205 Permit Number: WS -12 -09 -2007 Scheduled Inspection Date: January 21, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: GUARINI, BRUNO Work Classification: Window /Door Replacement Job Address: 62 NE 93 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060130170 Project: <NONE> Contractor: MR GLASS DOORS AND WIDOWS Phone: (786)357 -7389 Building Department Comments REPLACE 5 NON - IMPACT WINDOWS WITH 5 IMPACT Inspector Comments Passed CREATED AS REINSPECTION FOR I NSP-1 30855. 2 Windows installed .. (sh) do not match plans, revise plans. NB Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 20, 2010 For Inspections please call: (305)762 -4949 Page 10 of 26 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 eturn o r Shores Village Invoice Number: WS -1 -10 -36742 N.E. 2nd Avenue Invoice Date: January 06, 2010 Shores, FL 33138 -0000 Permit Number: WS -12 -09 -2007 Bond Number: Bill To Comments: BRUNO GUARINI 3961112 24 ST SAN FRANCISCO, CA 94114 Date Fee Name Fee Type Fee Amount 01106/2010 Scanning Fee Fixed $3.00 01/06/2010 Revision Fee Calculated $35.00 Total Fees Due: $38.00 Payments Date Pay Type Check Number Amount Paid Change 01/20/2010 Credit Card $38.00 $0.00 Total Paid: $38.00 Total Due: $0.00 Wednesday, January 20, 2010 Miami Shores Village 1� Building De p artment E CEOV ED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC ' 2009 Tel:'(305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 ••' "' ° BUILDING Permit No. c (a -0 -° PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING ROOFING Owner's Name (Fee Simple Titleholder) r:�.I ) & a V% d� t Phone # ��'; `� ` 5b�. <` Owner's Address 3 C IG l - , City S t* , 6° 4C' S v State ' Zip q L m L l Tenant/Lessee Name Phone # r �-�' ° l Email Job Address (where the work is being done) ► ` S�. City Miami Shores Village County Miami -Dade Zip j 3 FOLIO / PARCEL # I k '3 C> (-# O 3 0 t Is Building Historically Designated YES NO _ Flood Zone Contractor's Company Name MA_. Gl a J- K141, Phone # m � ` - 7 0 ° $ _)-�0 1 Contractor's Address 5 36 T L f bL-A, i City }A. �^^ State ,' l Zip G Qualifier U t , s j 5A� � w Phone # QTRC. 3 r-D State Certificate or Registration No. t l l � Certificate of Competency No. Contact Pho e 3051 1 4 1 10 -1 4 E -mail l I,. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ UL Square /Linear Footage Of Work: Type of Work: DAddition DAlteration EINew 19�epair/Replace ❑ Demolition Describe Work: t�eVle �` �A� �.r�o oA & 0-- Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ J' Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ r' See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip F Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING 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." Notice to Applicant. As a condition to the issuance of a building permit with'', an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and "construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the jab site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 7 C •` 1� Signature ltac�/V't Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �l day of a , 2001, by � � ���m� ()E L-.h g, day of , 201 by C.� who is personally known tome or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: t W5 L y, A - s %Ar — daz Print: My Commission Expires; �'CAMMISSION #DD794415 M Commissio tr? g COMMISSION #DD794415 a Q�c EXPIRES:AUG.17, 2012 y ' e EX PIRES:A UG.17, 2012 °shoe t AARONN OTARYcom a a* www.AARO N NOTARY= aog, yyy�J, 4 r& �Y kk� �r 2 �Y�Y 3 e 3 r 3 r 3 : sF& 9eoY�oYkl 44t9t9tk�: ft3e�Y�Y3coYlk�tFC�9YoY�Y9i3r: k�Y�Y�k�Yik9t�ks Yk�kBeTkse&* �Y9t3c�Ytc4efc4r��k: Yvk: Y1c9 :9ckdt4tde9c9ekk�Ys44ek9e���Y3e APPROVED BY L % J "�© Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) E