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BP02-1031MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp' n ® Permit NoT3 P °=0CZ ® )7 Name 7 Address `f) 7 0 A Coms Dad,L.e.1 � _ 11 Phone # _ 5 > ?5 2 ' )✓ j 7 Time For Inspector I D a Name & Date Approve4 (432 7 Correction ❑ Re- Insp'n Fee ❑ L e i PROPERTY OWNER 2 4 ,4ek /S' Name/070 A/ L. 9.? v - Enclosure Address il/1 1 a,vi1 S s FL 33 /Jcr Home Telephony 75 7 , J 55 ?9 Business Telephone Relocation of Structure Fax Shell Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other repIa Prr ('tJrrer Vii 1 n010 u.' ✓ Step 1. - Job Address: / ®7 A7/ E. 92 Si Address Folio Number Lot Block Subdivision PB PG Current Use of Property Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing F Oth ' lY1 /�inttJ� PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax PERMIT APPLICATION Master Permit No. Subsidiary Permit No. bp- ?- ID 3 ) ;INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION 41 lei,' Sk4 FL 33/31 Apt. City / State Zip ri escription of Work /I) CIO I r j (Y 1PCI Vl/ j j') (110 Linear Feet oning Square Feet ,ap Units Floors ><Value of Wot (9 f Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Qualifier Name L,L 44- t rtnioCte f 1Nt r) WS Fax Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1031 Printed: 6/4/2002 Applicant: PAMELA Owner: MICHELS JOB ADDRESS: 1070 NE 92 Contractor Local Phone: Fees: FEE2002 -3135 FEE2002 -3136 FEE2002 -3137 Signed: - Signed: Description Building Permit Application Fee Buildier's Bond CCF Total Fees: Permit Status: Approved Permit Expiration: 12/1/2002 Work: INSTALL IMPACT WINDOWS (7) Building Permit MICHELS PAMELA ST Contractor's Address: Parcel # 1132050130040 Legal Description: PL OF REPPENHAGENS Amount $60.00 $300.00 $1.20 $361.20 Construction Value: $1,998.00 Page 1 of 1 (;(\ 4"---) PB 41 -100 LOT 5 LOT SIZE IRREGULAR OR 17943 -2639 Total Fees: $361.20 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with an? plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pe amtng o covered w e er rt ' ' t th d hereby whether shown on the plans or drawings or in.the statements or. specifications and that he assumes responsibility for work done by his agents, sery . ' is .r e mployees. 1111.# —• Z�L�-- (+NiSPECTOR) BY: 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, staterents or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or gYes -7 (Contractor or Builder) BY: For 1:2670 ?782111: OCMr4e Rmn4an PAMELA MICHELS 9-87 1070 N.E. 92ND STREET MIAMI SHORE ; FL 33138 DADE COUNTY SCHOOL EMPLOYEES, F.C.U. 7800 S.W. 117TH AVENUE C MIAMI, FLORIDA 33183 63-7782/2670 PaY the Onkr f` "'� �` 1 �2 • 3 16 6 109 11!' 1383 1383 U Dollars ,,,,,,, SH SINGLE HUNG WINDOW ( LARGE, SMALL AND NONE MISSILE IMPACT.) NOA: 02- 0212.02 Sunshine Windows Manufactunng, Inc. 1745 W. 33rd Placa Hialeah, Fbrlda 33012 Ph: (305)364 -9952 Fax:(305)828 -5118 • !DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows MFG., Inc. 1745 West 33" Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", sheets 1 through 5, prepared, signed and scaled by Francisco Hernandez, P.E., dated 3/25/99, bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large, Small and None Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cr'lnty, Florida, and followed by the expiration date may be displayed in advertising literati If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0403.07 and, consists of tt page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rouriguez. NOA No 02- 0212.02 Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page 1 DESIGN PRESSURE CHART a MP SERIES -2000 ALUMNUM SINGLE HUNG WINDOW HURRICANE PROTECITON IS REQUIRED IOW iSION i ANCHOR SCHEDULE LIGHT DUTY MEDIUM DUTY HEAVY DUTY (W/ STE M. REINFORCEMENT) 3/16' TAPCONS 3/16" - ANNEALED (B.ASS 3/16 ED (BASS 1 1/4 =ANN. CLASS PER A BEAD PER JAMB ��. GLASS 3/16" ANN. CJLASS 3/16' TAPCONS 114' TAPCONS 3/16' TAPCONS 1/4" TAPCONS 1/4' TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. 24 MAX. io 1 2a . 2 I le WINDOW WIDTH 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 26 1/V 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 3r 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 531/r 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0. 122.5 98.0 184.8 191/0' 38 3/8' 2 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28.1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8 53 +fi' 4 60.7 64.8 60.7 64.8 90.6 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 • - Bo o a e ' / 2 4 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 • 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 Or 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 191/0' a 2 5 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2' 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 3r 3 60.7 61.5 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 531/8' 4. 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 10 1/6' : - 74 1/4' . - 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 26 2 60.7 67.5 60.7 , � 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 3r 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 7 -12 -94 OVER 1) PSF PSF PSF 71.5 71.5 93.3 93.3 98.0 140.8 BASED ON COIL -18143 DATED 7 -12-94 TEST 512E■ 53 1/8 (1 OVER 1) TEST LOAOB- +70.0 - 70.0 PSF DESIGN LOADS- +48.7 -48.7 PSF WATER INTLTRA1ION TEST- 9.1 PSF TESTED GLASS- 0S8 ANNEALED BASED ON MIL -18175 DATED TEST SIZE- 53 /8' X 83' (1 TEST LOADS +1 - 105.0 DESIGN LOADS- +70.0 -70.0 WATER INFILTRATION TEST- 14.7 TESTED CUSS.. 3/18' ANNEMED BIASED ON 1l. -18178 DATED 7 -12 -94 . TEST SIZE.- 53 1/8' X 83' (1 OVER 1) TEST LOADS. +158.0 -158.0 PSF DESIGN LOADS- +98.0 -104.0 PSF WATER INFILTRATION TEST- 14.7 PSF TESTED GLASS- 3/18' ANNEALED col Q 21 " MAX. 11 11 ii 11 1 11 11 11 II 11 II .- II 11 JL JL .3 11 , H 'r 11 0II . II 1 1 II II II II I rrmuvn ANCH01 II II 11 II 11 11 II 11 11 11 11 11 II 1 4 1. II / 11 11 11 /, 11 11 11 11 11 11 11 11 II 11 I 24 MAX. I le WINDOW WIDTH I APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE M W` " ( OO H ' " O BY PROD' CONT' rL DIVISION BUIL I ,,DE COMPLIANCE OFFICE ACCEPTANCE NO.A 7 - n4o3. 0 ? - HEAD ANCHORS SEE CHART - 25 -OO • FRANCISCO HERNANDEZ FL. PEA 51393 6" MAX. TYPICAL ELEVATION 1 OVER 1 FALSE MUNIINS (SURFACE APPLIED) MAY BE USED PRODUCT RENEWED ACCEPTANCE No. o ... b L 1 L067 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE Sunshine Windows Manufacturing, inc. 1745 W. 33rd Place HJateah. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -511 8 x74 01 4 ° O 2.- .E xv i taik 12 3 Dr0 By JN Dace: 3 -25 -99 scats; 142' =1 Re 4sion3 -25 -0Q Revision; ORAVANG NO. SH98 -04 SHEET 1 OF 5 , DECO F%°3ME3T - POI n© ALUM :NUM C 1 1 MR M , -i �}��7� 77 11YUS:!r`L �((��((�� 2. DM( WINDMITS S go° rims - WINDOW DIMENSION ;I 4 Rx, ; :; E q �C�`.i 4 1 7 l� I r., � o HURRICANE PR LS REQUIRED ON STANDARD SILL 3" HIGH SILL PER HEAD AND sII �. PER JAMB 3/16' TAPCONS 114' TAPOONS 3/16" TAPCONS 1/4' TAPCONS WIDTH HEIGHT EXT. INT. DCT. INT. EXT. INT. EXT. INT. 191/8' 28' : 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 28.1/2' 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 631/8" 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/e 38 3 /e. 2 4 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 28 '1/2. 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 37' 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 63 1/6' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 19 1/6' 50 e/e 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 28 1/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 63 :1/6' 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 19 1/6' 2 , 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 281/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 3r _ `. 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53 ,1 /e' 4i 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 19. 1/@° s 2.. ! 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 28 1/2' "' /` 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 3r 3 66.7 85. 66.7 155.0 75.0 85.8 75.0 155.0 53 1 /e' 4 66.7 69.8 1 66.7 75.0 69.8 09.8 75.0 75.0 BASED ON TEST SIZE= TEST LOADS= DESIGN LOADS= WATER INFILTRATION FTL - 1837 DATED 11 - 19 - 97 53 1/8" X 74 1/4' (1 OVER 1) +112.5 -112.5 PSF +75.0 -75.0 PSF TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3' HIGH SILL 1/4' TEMPERED It3ItU GLASS= 7, - ., 1. • HEAD ANCHORS SEE CHART 14 MAX. 11 1/4" T MPEREDI :GLASS ii 11 11 11 11 11 11 11 11 11 1 •r 11 11 11 1 1 11 11 11 11 11 11 11 11 11 11 11 . 11 u 1/4' ThMPERED;;GLASS 11 11 J1. .1 1- ,r 1 11 11 11 11 11 11 11 / 11 11 11 11 11 11 11 11 11 11 1! 16" SILL ANCHORS SEE CHART /14 MAX WINDOW WIDTH APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE O .. C'2 0 BY /� � � 4 PROD T 1 ' 01 DIVISION . BUM ► CODE COMPLIANCE OFFICE ACCEPTANCE NO a2_440 -0� T TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY SE USED PRODUCT RENEWED ACCEPTANCE No. 0 Z - O Z I EXPIRATION DATE rill U, 7/12° 7 °r SIC x PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE -26 -00 FRANCISCO HERNANDEZ FL. PE# 51393 9745 CJ. ( EZIn K,512 F; v: au Z04 -005.2 Fog 020-5910 C §"OVIIR 2,' 1 I Drawn or J N Dotw 3 -25 -99 so=lo: 1 /2' =1 ReAsIon3 -25 -00 R11wa,: DRAWING NO. SH98 - 04 SHEET 2 0F5 ANCHORS SEE CHART WINDOW HEIGHT DEW MOO= o 0 Sti n ALUMINUM EMC A O 7,ENEUW ' AMIE E. 1 ERLI rib Catlin E WO 2//4' IMI? 1R AND Ei2AVY (i ,t';1lt'?Ir. STANDARD SILL 3' HIGH SILL PER READ AND am PER JA1� 3/16' TAPOONS Ile TAPOONS 3/16' TAPCONS 1/4' TAPOONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. 19 1/8 • 26• 2 3 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 26 ,1/2 2 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 37' 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 53 1/8' 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 121/6' 36 3 /a 2 4 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 26 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 37" 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 63 1/6' 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 191/6 50 6/6 2 5 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 26 1/2. 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 631/6' 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 19 1/6' . . 2 , 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 26 1/2' 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 37' : `. 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53.1/6' 41 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 19 IN ;; 74 1/4 , . 2:. •. 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 26 1/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 37" 3 66.7 85. 66.7 155.0 75.0 85.8 75.0 155.0 83 1/8" 4 66.7 69.8 i 66.7 1 75.0 69.8 1 0.8 75.0 75.0 BASED ON FTL -1837 DATED 11 -19 -97 TEST SIZE= 53 1/8' X 74 1/4' (1 OVER 1) TEST LOADS= +112.5 -112.5 PSF DESIGN LOADS= +75.0 -75.0 PSF WATER INFILTRATION TEST= 10.0 PSF WRH STD. SILL 11.3 PSF WITH 3' HIGH SILL TESTED GLASS= 1/4' TEMPERED HEAD ANCHORS SEE CHART 1/4 1/4" 14 MAX. 11 I II 11 11 II 11 II II a 111 11 11 J 1. 11 it 11 11 11 11 11 11 1 4 MAXI WINDOW WIDTH SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY '/%/�!C!/ %�J PROD T '01 DIVISION • BUIL► CODE COMPLIANCE OFFICE ACCEPTANCE tit/. Oa PRODUCT RENEWED ACCEPTANCE No. 0 L -p Z t j.01. E X P I R A T I O N DATE P/ i l 12, 7 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE BY -Z6 -00 FRANCISCO HERNANDEZ FL PEI 51393 N'ani cLLrir,g c=ico M112 Fan: 0020-5110 910 rad al C � a) Mt: IN C _ C O � §TilmAiT 11113 Drawn DT JN Dote: 3 -25 -99 sccic l/2 " =1 Reddon3 - ?5 -00 R.vWon: OROOVINC NO. SH98 -04 SHEET 2 OF 5 JAMB ANCHORS SEE CHART WINDOW HEIGHT T!ffiK 9 PAk1' C REQD. DESC27PTION MATERIAL 1 SW -014 1 FRAME HEAD 6083 -T5 2 SW -52101 1 FRAME SILL 6063 -T5 4 SW -015 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6063 -T5 6 SW -43355 1 SASH BOTTOM RAIL 6063 -T5 7 SW -40771 1 3" RISER 6063 -T5 9 SW -AS 14 ASSEMBLY SCREWS f 6X1" PH PHIWP CRS 11 SW -687 2/VENT LATCH ZINC 12 SW -1820 AS ROD SEAL PILE FELT 13 SW -3257 AS ROD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE • FOAM 15 SW -018 AS RQD GLAZING BEAD 6083 -T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3" RISER 8063 -T5 19 SW -4077 1 BOTTOM RAIL/3"RISER 6063 -T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6083 -T5 eit(iDUJ'LA Ittral 4kEP fI'ANCE Na - Q 0 21 t • 0 t ' EXPIRATION DA ,itt' LZ •T BY PRODUC ;.BUILDING CODE COMP • • • • • t 13 ;1/2" WEEP.. SLOTS AT EACH END :•t SION CE OFFICE • e • • I • • • I \ 4 • . LIGHT DUTY • • • :wiMiwiww� • :' =s TYPICAL ANCHORS SEE ELEVATION FOR SPACING (3/4" X 3/8" STEEL BAR USED II AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT ..- ° Y PRODU CO •.0L DIVISION to e • TYPICAL ANCHORS SEE ELEVATION FOR SPACING BUILDING CODE COMPLIANCE E ACCEPTANCE NO. 60 04t75 7" 2 SIL. LATCH • ANCHORS: INTO 28Y WOOD BUCKS OR WOOD STUCTURE 3/16 OR 1/4" TAPCONS WITH 1 1/2" MIN. PENETRATION INTO WOOD INTO 1 BY WOOD BUCKS OR INTO MASONRY • 3/16" OR 1/4 TAPCONS WITH 1 1/4" MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND AND GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR 19 W000 BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOAD IMPOSED BY CLAZ :Nr: SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE 4 • 5/8" X 5/8" STEEL BAR USED AT HEAVY DUTY WINDOW ONLY rs MEDIUM AND HEAVY DUTY • 1/2" WEEP SLOTS AT EACH END LIGHT DUTY 1 BY OR 2 BY WOOD BUCK dOd.Ca\ � I ' A.4 . V Asti 4 a ■6•.8.e Gy d0.0 1/2" WEEP SLOTS AT EACH END 3 -ZE -.00 FRANCISCO HERNANDEZ FL PEI 51393 1 BYOR2BY WOOD BUCK MEDIUM AND HEAVY DUTY • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (303)354-9932 Fax(305)828-51 18 ral oil Teo c ri IWIASA N 712$ 2.-1g; itrIANC.2 12 1 Drawn et JN Date: 3 -25 -99 seals 1 /2 " =1 • RsNdon: Rravteton: DROWN NO. SH98 -04 SHEET 30F5 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Place Hialeah, Florida 33012 Ph: (305)364 -9952 Fax:(`JO5)828 -5118 : PASTE FRANCISCO HERNANDEZ P. E. Structural Engineering 351 NW 82nd AVE #1118 Miami, Florida 33126 Phone (305) 266 8570 Fax (305) 266 3427 nisam n0N SERIES 2000 ALUMINUM :STN -011 Drown Br: JN Dot.: 3 -25 -99 Sool.: 1 2 " =1 . Revision — — • • R.vl.lan .2 DRAWING NO. SH98 -04 SHEET 40F5. ITEMS/ : PASTE RIDQD. nisam n0N MATERIAL :STN -011 2 FRAME JAMB 6063-15 ;;8 r :: SW -012 .2 SASH SIDE RAIL 6063 -75 10 ;! SW -820 4/VENT FACE GUIDES NYLON 14. ' SW -1520 AS RQD • GLAZING TAPE FOAM 15 . SW -018 AS RQD GLAZING BEAD 6063 -15 18 • • SW -540 2 SPIRAL BALANCE AUJMINUM I . 17 : SW -3082 AS RQD WEATHER Situ,' BULB VINYL. 1 BY OR 2 BY OD BUCK . HORIZONTAL SECTION SHIM MATERIAL LIST (HORIZONTAL SECTION) PRODUCT RENEWED ACCEPTANCE No. 01.- OZ V - ( Zo>1 EXPIRATION D BY tpk r • • ' OL ► 'VISION BUILDING CODE COMPLIANCE OFFICE Q • e • A TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 0 2 . 0.0 BY _ PRODU► CO r •'1 DIVISION BUILD! CODE COMPLIANCE OFFICE ACCEPTANCE NO ''' 0 4 0 3 -0 1 9.312 2.127 f_ f --- 2.062 --� 0.062 0.050 FRAME HEAD SW -014 6063 -T5 I--• 2.078 -- ---� FRAME SILL SW -52101 6063 -T5 Lego — 1 SASH BOTTOM SW -43355 6063-15 0.812 2.314 2.000 1 1.250 0.687 J I -- 0.394 0.39511- - 0. GLAZING STOP SW -018 6063 -T5 0.937 1-•-- 0.050 2.375 ----j FRAME JAMB SW -011 6063-15 2.077 ---� FRAME SILL SW -013 6063 -15 1.437 1 0.812 - r MEETING RAIL SW -015 6063-15 1 I 0.592 1.000 0.050 1 --I 0.810 I-- SASH SIDE RAIL SW-012 6063-15 h625 ---•y SASH BOTTOM RAIL SW -40770 6063 -T5 I--- 9.625 -- 1 1.875 +{ 0.812 I.-- SASH TOP RAIL SW -017 6063 -T5 1 .04.: 1.059 0.094 LATCH BOTTON RAIL SW -43353 6063-15 SILL RISER SW -40771 6063 -T5 0.050 17/1171 I F 3 -25 -00 FRANCISCO HERNANDEZ FL PEI 51393 WINDOW WIDTH ANCHORS PER HEAD & SILL 19 1/8' 2 26 1/2' 3 50 37 4 53 1/8' 5 73 3/4 8 WINDOW HEIGHT ANCHORS PER JAN9 26' 3 38 3/8' 4 50 5/8 5 83 6 73 3/4 8 D „,„, B,, JN Date: 3 -25 -99 Scala: 1/2"=1" R.via1on3 -25—on Revision: D � +- . d I YYI�ltS. FQIi1141UNS D Q I • 4 2 �® r OPTION- ` A O t g a Cg l'i APPROVED AS COMPLYING WITH THE . : VERTICAL SECTION IMPACT RESISTS WINDOW ed Col a x 0 u DESIGN PRESSURE RATING + 70.0 PSF - 90.0 PSF FOR ALL WINDOW SIZES EQUAL OR SMALLER THAN TEST UNIT SW -014 5210 SW -011 4011 SW -017 4335 8202 SW -012 SW -AS 20 433 2 AS REQ 4/VENT FRAME MEETING RAIL SASH TOP L SASH BOTTOM RAIL SASH CAM ASSEMBLY SCREWS FACE GUIDES 6063 -T5 # 8X9 ° PH PHILJJP CRS NYLON 3 4 5 6 7 10 11 12 13 14 SW1820 SW3257 2 1 1 1 2 2/VENT AS RQD AS RQD AS RQD AS RQD FRAME HEAD FRAME SILL SASH SIDE RAIL LATCH 6063 -T5 6063 -T5 6063 -T5 6063 -T5 NYLON 6063 -T5 FELT VINYL DC- 795/SM -5731 r L 15 SW -018 IDESCREIMIDK SEAL PILE WEATHER STRIP SILICONE GLAZING BEAD 16 SW540 2 SPIRAL BALANCE GLAZING GLASS OPTIONS: 1 BY OR 2 BY WOOD BUCK U'-E3 WINDOW WIDTH I 6063 -T5 6063 -T5 6063 -T5 ALUMINUM SOUTH FLORIDA BUILDING CODE DAT. � U�rc ° • o BY ‘ T-If -A- A) 3/8 (WERAL.L LAMINATED GLASS USING TWO LIGHTS Or 1/8 HEAT STREWTHENED PROM ROL DIVISION LASS WITH AN 0.010' INTERLAYER FILM, GLASSLAM a �� i PLC : s` A 3/8 WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE 8UILDI CODE COMPLIANCE OFF CIAF FILM AT PERIMETER EDGE. TED ACCEPTA o No 00... 00... O04064:r ) GLASS wrrH OVERALL O INA TE G LA S S Fl SI N TWO _ HT S OF 1 A L 8 HEAT STRENTHEN AN METHOD: INTER/OR GLAZED WITH 3/8' GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND. SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING E FAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4 PHSMS PER BEAD. 3/8 MAX. SHIMS HORIZONTAL SECTION • 4 TYPICAL ANCHORS a r7 cd _ 4° [ ,_ n FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ANCHORS: INTO 2BY WOOD BUCKS 3/16' TAPCONS WITH 1 INTO 1 BY WOOD BUCKS 3/16' TAPCONS WITH 1 1 9 4 MM;_ h6 SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 LASED ON 1-e L-- ' / DA! c.0 8 -4 -98 TEST SIZE= 53 1/8 X 73 3/4 (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= _3/8 HEAT STRENTHENED LAMINATED CYCLIC WIND L TEST= +90.0 —90.0 PSF HURRICANE RESISTANT SHUTTERS ARE NOT REQUIRED OR WOOD MIXTURE 1/2" MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4 MIN. EMBEDMENT INTO MASONRY. a - 00 FRANCISCO HERNANDEZ FL PE/ 51393 Sunshine Windows Manufacturing, Inc. 1945 W. 33rd Pines 6fl'a leph, Florida 33012 Ph: 305384 -9952 F:(305)828-51 1 Rgi A: Piz a�a c =. €. w 0/D 1 ^mot 1,z = -1 2 - -' rNei 11•211 MIAMI.OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. CONTRACTOR LICENSING SECTION 1745 W. 33 rd Place (305) 375 -2527 FAX (305) 375 -2558 Hialeah FL 33012 CONTRACTOR ENFORCEMENT SECTION (305) 375 FAX (305) 375.2908 PRODCCT CONTROL DIVISION Your application for Product Approval of: (305) 375.2902 FAX (305) 372 -6339 Series 1650 Aluminum Horizontal Sliding Wi under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure thi product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building, Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0909.05 Expircs:03/17/2003 Approved: 03/ 17/2000 M1AMII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Raul Rod"riuuec Chief Product Control Divisio THIS IS THE COVERSHEET, SCE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. rancisco u:ntana. R.A. Director 1 of 3 Nliami -Dade County Building, Code Compliance 0 Internet mail address: postmaster ®buildingcodeonline.com Homepage: bttp : / /www.buildingcodeonline.com 'Sunshine Windows Manufacturing. Inc. 2 of 3 ACCEPTANCE No.: 99- 0909.05 MAR APPROVED 1 7 2000 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAR 1 7 2003 1. SCOPE 1.1 It approves an aluminum horizontal sliding window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapte 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 1650 Aluminum Horizontal Sliding Window — Impact and Non- Impact Resistan and its components shall be constructed in strict compliance with the following documents: Drawing No. HS99 -04, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) ", prepared by the manufacturer, dated August 16, 1999, Sheets 1 thru 5 of 5, signed and sealed by Francisco Hernandez, 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 Divisior These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum horizontal sliding window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LA$ELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT'REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice 4 Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Perez, P.E., Product CSC oI Examine Produc ' • ntrol Division • Sunshane Windows Manufacturing, Inc. 9. This Notice of Acceptance consists of pages 1 through 3. 3 of 3 ACCEPTANCE No.: 99- 0909.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS END OF THIS ACCEPTANCE Manuel ' rez, P.E., Product Product • oI Division MAR 1 7 2000 MAR 1 7 2003 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal o Acceptance. 01 Examine [ 26 1 /2' 37' . 53 1 /8' 74' 3 53.3 474.0 83.3 474.0 28 ' 3 53.3 262.2 83.3 262.2 4 3 53.3 207.3 83.3 207.3 6 53.3 203.7 83.3 203.7 261/2' 3? 53 1/8' 74' 3/6' 3 4 53.3 327.1 83.3 327.1 3 53.3 237.7 83.3 237.7 4 53.3 164.4 83.3 164.4 6 53.3 151.8 83.3 151.8 3r 53 1/8' 74' 50 5/8' 3 5 53.3 196.5 83.3 196.5 4 53.3 150.7 83.3 150.7 6 53.3 125.5 83.3 1 25.5 37' 531/6' 74' 63' 3 5 53.3 150.6 83.3 150.6 4 53.3 112.6 83.3 112.6 6 53.3 90.0 83.3 90.0 Sanss avinaow 24' 3e 48' 60' 72' 24' 3 3 53.3 582.4 83.3 582.4 3 53.3 285.0 83.3 285.0 4 53.3 251.6 83.3 251.6 5 53.3 235.0 83.3 235.0 6 53.3 225.1 83.3 225.1 O 1: L 3 4 53.3 380.0 83.3 380.0 3 53.3 251.5 83.3 251.5 4 53.3 198.9 83.3 198.9 5 53.3 176.8 83.3 176.8 6 53.3 164.5 83.3 164.5 1 R 1 v 1 8 1 p 1 3 4 53.3 198.9 83.3 198.9 4 53.3 173.5 83.3 173.5 5 53.3 151.1 83.3 151.1 6 53.3 138.0 83.3 138.0 sot S S 3 53.3 163.4 83.3 163.4 4 5 53.3 129.4 83.3 129.4 5 53.3 110.1 83.3 110.1 6 53.3 98.1 83.3 98.1 • SERIFS 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (71O) WINDOW DIMENSION WIDTH HEIGHT DESIGN PitiESSITHE C1 ART - Phi? 1/4" TEMPERED GLASS ANCHOR SCHEDULE PER HEAD & SILL PER JAMB HURRICANE PROCrECTION I8 REQUIRILD 13/4" SILL EXT. INT. EXT. 3" MIL INT. 1 /4" TEMPERED a N BASED ON FTL -2353 DATED 6 -15 -99 TEST SIZE= 74" X 63" (X0) TEST LOADS= +135.0 -135.0 PSF DESIGN LOADS= +90.0 -90.0 PSF CYCUC WIND LOAD 'TEST= +90.0 -90.0 PSF WATER INFILTRATION TEST= 8.0 AND 12.5 PSF TESTED GLASS= 1/4" TEMPERED 3 1/2" MAX. 3 1/2" MAX. 1 16 3/4 " MAX. WINDOW WIDTH TYPICAL ELEVATION (XO) NON - IMPACT WINDOW NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART ;' 7.1 73 Sri:. FALSE MUNTINS (SURFACE APPLIED), MAY BE USED APPROVED AS COMPLYING WITH" _THE SCUTH FL' ' IDA BUILDING CODE : • DAT : ..- 04.0■14.i. / 00 0 • BY PF.ODU BUILOIN CODE: ACCEPTANCE NO 02- FRANCISCO HERNANDEZ FLORIDA" PE / 51-393 4 ... . _9 I pit • Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Pion Hialeah. Florida 33012 Ph: (305)304 -9052 Fad: (3o5028 -5118 I:4 Fop i� c_ c r` . c <i°o La -.A c 22 41j g 33, a -i--2 Ninah 11 3:1 I - :: OMwlNG NO: _- HS99 -=04 . SHEET; OAT 1Tr. WINDOW HEIGHT • d , • ATTACHMENT TO MASONRY VERTICAL SECTION GLAZING: MATERIAL' 1/4' TEMPERED GLASS METHOD: USE ADHESIVE BEDDING COMPOUND M,r1D GLAZING FOAM TAPE ON EXTERIOR. EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR. GLAZING BEAD WAS FASTENED TO FRAME IN TEST UNIT WITH No: 8 BY 1' FHSMS TWO AT EACH HORIZONTAL BEAD AND THREE AT EACH VERTICAL BEAD IN TEST UNIT W000 BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN IMPOSED LOADS BY GLAZING SYSTEM. 3/16' TAPCONS 1 1/4 MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) • • VERTICAL SECTION WITH SILL RISER 3/16' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) ATTACHMENT TO WOOD DETAIL .3/ SMS 1 1/2' MIN. PENETRATION INTO W000. (F NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1. • • . • 4 4' h 1• ' t • 3/18' TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) 3/16' SMS 1 112' MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) WINDOW WIDTH HORIZONTAL SECTION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT . / 0 BY � /�1711�` PR C_ DU' C' '0: DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - O 5 ' •0.! 3/16' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 1.) • ' 1 /4' MAX. SHIM SPACE 1— z W 2 0 z -. (2) WEEP HOLES • • . + v ATTACHMENT TO WOOD . , , - _ VERTICAL SECTION ATTACHMENT TO MASONRY DETAIL . 3/15" TAPCONS 1. 1/4' MIN. EMBEDMENT INTO MASONRY. . (FOR NUMBER OF_ ANCHORS AND MAX. • SPA2ING REFER TO SHEET 1.) ' 1 • 02- 22 -`7,o FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Winds& Manufacturing, h 1745 W. 3.1d Pa Flarldo Ph: 30S 364 — Fas:(305 )M-51 SHEET 2 OF 5 HS99 --O4 a N 1 X y BASED ON FTL -2316 DATED 6 -15 -99 TEST SIZE= 74" X 63 " (X0) - TEST LOADS= +120.0 -135.0 PSF DESIGN LOADS= +80.0 -90.0 PSF WATER INFILTRATION •TEST= 8.0 AND 12.0 PSF TESTED GLASS= 3/8"‘ HEAT STRENTHENED LAMINATED CYCUC WIND LOAD TEST= +90.0 -90.0 PSF 3 1/2" MAX. IMPACT GLASS -�r :! 1 3 1/2' MAX. i WINDOW WIDTH • 16 3/4" MAX. IMPACT GLASS -Ir 11 16 3/4 MAX. TYPICAL ELEVATION (XO) IMPACT RESISTANT WINDOW NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH- UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN , IN THE DESIGN PRESSURE CHART FALSE . MUNTINS. (SURFACE APPUED)__ MAY BE USED APPROVED AS : COMPLYING WITH THE '.` SCUfH FLORIDA, BUILDING: CODE . , DAT •-i _ 7ZetDQ 8v PRODUC R0L 0)V!SiPN BUILDING CODE COMPLIANCE O ^ ' 091 ACCEPTANCE N0. g1 . WINDOW HEIGHT DESIGN PRESSURE CHART - PSF • SERIFS 1650 ALUMINUM • HORIZONTAL SLIDING WINDOW (RO) N8" HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS ANCHOR SCHEDULE HURRICANE PROCTECTION IS NOT REQUIRED OPIPID01i� DIMENSION PER HEAD do SILL PER ' IAMB 13/4" SILL 3" SILL IDTH HEIGHT EXT. INT. EXT. INT. 1/2' 37' 1 / 8 ' 74' 28' 3 3 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 1 / 2 ' 37' 1/8' 74' 38 3/8' 3 4 53.3 90.0 - 80.0 90.0 3 -- 53.3 90.0 80.0 90.0 - 4 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 37' 1/8' 74' 50 5/8' 3 5 53.3 -90.0 .80.0 90.0 4 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 4070 37' 1/8' 74' 63' 3 5 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 ems aruiUO1 J O n 24' 3 3 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 Pt p • p • � N • I1 �t O f� • 3 4 53.3 90.0 80.0 90.0 3 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 g o 3 4 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 1 ot g 2 2 3 5 53.3 90.0 80.0 90.0 4 53.3 90.0 80.0 90.0 5 53.3 90.0 80.0 90.0 6 53.3 90.0 80.0 90.0 a N 1 X y BASED ON FTL -2316 DATED 6 -15 -99 TEST SIZE= 74" X 63 " (X0) - TEST LOADS= +120.0 -135.0 PSF DESIGN LOADS= +80.0 -90.0 PSF WATER INFILTRATION •TEST= 8.0 AND 12.0 PSF TESTED GLASS= 3/8"‘ HEAT STRENTHENED LAMINATED CYCUC WIND LOAD TEST= +90.0 -90.0 PSF 3 1/2" MAX. IMPACT GLASS -�r :! 1 3 1/2' MAX. i WINDOW WIDTH • 16 3/4" MAX. IMPACT GLASS -Ir 11 16 3/4 MAX. TYPICAL ELEVATION (XO) IMPACT RESISTANT WINDOW NOTE: FOR NUMBER OF ANCHORS REQUIRED FOR EACH- UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN , IN THE DESIGN PRESSURE CHART FALSE . MUNTINS. (SURFACE APPUED)__ MAY BE USED APPROVED AS : COMPLYING WITH THE '.` SCUfH FLORIDA, BUILDING: CODE . , DAT •-i _ 7ZetDQ 8v PRODUC R0L 0)V!SiPN BUILDING CODE COMPLIANCE O ^ ' 091 ACCEPTANCE N0. g1 . WINDOW HEIGHT • (2) 2 WEEP HOLES trn ••m rurc NLIMtftK OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) • 4 • 4 ATTACHMENT TO MASONRY VERTICAL SECTION • ; v ATTACHMENT TO WOOD DETAIL 3/18° SMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) WINDOW WIDTH (2) 2 WEEP ® : 3 HOLES 3/16 TAPCONS 1 1/4° MIN. EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) • • cn In 0 3/16 TAPCONS 1 1/4 MIN. a' • ® EMBEDMENT INTO MASONRY (FOR NUMBER OF ANCHORS ® • AND MAX. SPACING REFER TO SHEET 3.) VERTICAL SECTION WITH SILL RISER WOOD BUCKS NOT BY SUNSHUE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. ,1/4 MAX. ® SHIM SPACE • 0 IMPACT RESISTANT WINDOW ATTACHMENT TO WOOD VERTICAL SECTION • ATTACHMENT TO MASONRY DETAIL 3/18° TAPCONS 1 1/4 MIN. EMBEDMENT y INTO MASONRY. (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) 3/16° SMS 1 1/2 MIN. PENETRATION INTO W000 (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _._ ' 2000 BY PSODUC PTROI DIV:S:O V BUILDING CODE COMPLIANCE OFFICE •ACCEPTANCE ;do tie 09 of- ac.C' re) 3/16 SMS 1 1/2 MIN. PENETRATION INTO WOOD (FOR NUMBER OF ANCHORS AND MAX. SPACING REFER TO SHEET 3.) GLAZING : MATERIAL : - 3/8° OVERALL LAMINATED GLASS USING TWO UGHTS OF 1/8° HEAT STRENGTHENED GLASS WITH AN 0.010 INTERLAYER FILM. GLASSLAM SAFETY PLUS, AND 3/8' WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER AND GASKET S -10, ON EACH SIDE OF FILM AT PERIMETER EDGE. METHOD: INTERIOR GLAZED WITH 3/ GLAZING PENETRATION USING SIUCONE DOW CORNING 795 OR SIMILAR, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH A VINYL BULB BETWEEN BEAD AND GLASS. GLAZING BEAD WAS : FASTENED TO FRAME AN TEST UNIT WITH NO. 8 BY 1 ° _ FHSMS TWO AT EACH HORIZONTAL BEAD AND THREE AT EACH VERTICALBEAb DI. - 22 - 00 FRANCISCO HERNANDEZ FLORIDA PE j 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (303)384 -9952 Fax:(305)828 -5118 al 01 ac � RI (gee c w R • C <� t i-arlamA � � a uz i-E i Dr awn e MH Date: 8 -16 -99 scoria: 1 /2 ° =1 0111aMING NO- HS99-04 SHEET 4 OF 5 1113M • PART 0 REQD. DESCRIPTION MATERIAL 1 SW -019 1 FRAME HEAD 6063 -T5 2 SW -019 1 FRAME SILL 6063 -T5 3 SWxxx21 1 INSERT TRACK 6063 -T5 4 SW -018 AS RQD GLAZING BEAD -- 6063 -T5 .. - . 5 SW -012 2 SLIDER TOP /BOTTOM RAIL 6063 -T5 6 SW3019 AS RQD FIN SEAL PILE FELT 7 SW1520 AS RQD GLAZING TAPE FOAM 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MOVING MEETING RAIL 6063 -T5 10 SW40111 1 FIXED MEETING RAIL 6063 -T5 11 SW -AS AS ROD ASSEMBLY SCREWS # 8 X 1' SMS. 12 SW -013 1 JAMB TO MOVING PANEL 6063 -T5 13 SW -016 1 MOVING SIDE RAIL 6063 -T5 14 SW3257 AS RQD WEATHER STRIP BULB VINYL 15 SW -667 AS RQD LATCH - .ZINC 16 SW -S10 2 /SILL RETICULATED FILTER FOAM 17 5W40771 1 SILL RISER 6063 -T5 18 SW -014 1 JAMB TO FIXED PANEL 6063 -T5 19 - AS ROD SIUCONE DC -795 OR SIMILAR 20 SW -101 AS RQD IMPACT GLAZING BEAD - 6063 -T6 21 SW -STL 1 3/8" X 3/4 FLAT BAR STEEL 22 SW -AS 4 ASSEMBLY SCREWS # 8 X 2 1/2' SMS. JAMB TO FIXED PANEL SW -014 6063 -T5 I -- 0 0.3 9 - I -- 0.750 _1 0.050 IMPACT GLAZING BEAD SSW -101 6063-16 HS99 -04 SHEET 5 0F5 la 0 N 1 1.250 _ 0.050 0.062 }— 0.394 0.395 - T 0.750 I 11JJ 5o GLAZING BEAD SW -010 6063-15 1.437 0.687 �--- 2.077 ---I FRAME JAMB TO MOVING PANEL SW -013 6063 -T5 FRAME HEAD AND SILL . SW -019 6063 -T5 1.750 2.125t -1 0.812 FIXED MEETING RAIL SW-40111 6063 -T5 }---+ 0.592 7 1.000 0.050 1 --al 1.00 1..8- 1.250 --1 0.810 I-- SUDER TOP AND BOTTOM RAIL SW- 012 6063 -T5 MOVING SIDE RAIL SW -016 8083 -T5 0.050 U 1.625 --{ 0.05 1.875 -.4 0.812 1-- MOVING MEETING RAID SW -017 6063 -T5 1.00 n INSERT TRACK SW -xxx21 6063 -T5 SILL. RISER SW -40771 6063 -T5 MATERIAL LIST APPROVED AS COMPLYING WITH THE.- SOUTH FLORIDA BUILDING CODE OAT D ° . BY PRODUC + ' TROT DIY!S.ON BUILDING CODE PLIANCE OFFICE ACCEPTANCE NO. . -'01 o 2.G f'• 11111111 6w -444 02' - FRANCISCO HERNANDEZ FLORIDA PE / 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place H1d.ah. Florida 33012 Ph: (300364-9952 Fax ; 305 28 -5118 - - CJ� v - I 1 ( • + • • Sunshine Windows. 1� EST. SALES AN �,� DATE '/ 3b a ...1.0 ' 1 Manufacturing, Inc. FHA ❑ YE ❑ NO t5 W. 33rd Place P.O. Box 524364 Jeah, FL 33012 Miami, FL 33152 -4364 364 -9952 LEGAL OWNER OF PROPERTY < t -- Zirlek �/la s I- LEGAL OWNER'S MAILI� ADD , �, � 2 574 0 7 /V � Dne: (305) c: (305) 828-5118 ;T. AC PRINT LEGIBLY CLASS L T �'E� l - }-- -- NAME, JOB PHONE � /_ n p /& S .- 7,17 - 31 DRESS / , l& 12, } 1 / 0 0 7o A ADDRESS . CITY / a A-i / LOT NO. BLOCK NO. iY ZIP X SUBDIVISION L-{iZ , CONSTRUCTION LOAN BY SCHEDULE REQUESTED TERM$/"I _ � y � ❑ FIRM ❑ PROX. f/J iG._1 - SERIES FINISH I W, I i QUAN. 3 SIZE - DESCRIPTION (GIVE GLASS COLOR Er THICKNESS) MIL g._3 C _ . 4 nl � UNIT LIST .'� / gr � TOTAL LIST INTRACT NO. DATE ENTERED 2205- P .O.f FACT. W.O.f /_ 4 f I ,W JV /`' 3 % ( Ng. 2-3 'IA 64/7/;/ / / \ � 2- 12,9-, � ji � / . r / /i(,/ L t• 31 2 Ili ATE TO CREDIT '000BUCK ❑ PRECAST • 'AX ❑ NO WAX ❑ N. ❑ NON UN. ❑ PICK UP ONLY ❑ DELIVER ONLY ❑ INSTALL inl RAMES FIRST ❑ OMP. HOLD SCR. ❑ OMP. W /SCR. ' Lf • S / 'ISTALLATION CHARGES * ,c NO SEA. � � t o L SV ->{ _i f TOTALS s ✓ *OVER 2 STORY . FORWARD TO ENGR. PERMIT FEE ��1 �l /IL ,y`< / rQ() Flu et-4e d /333 / rf - `/ ,/ // / �o "Kt�.� Pay ....4 fis. // 6,K coy[/ ✓cry . from this companYs warehouse of frames and/or glass. Delivery be withheld for convenienceof customer, but this shall in no way when due,it shall bear interest at the highest legal rate.All cost of including reasonable attorneys fees. pursuant to this order shall remain in the name of SUNSHINE until same is paid in full, and the purchaser waives all right to state law applicable. INC. shall not be responsible for delay in delivery from of materials, fire or other casualty, or any causes whatsoever change without notice. Acceptance of contract subject to approval by not include any window and GSD installation permit fees unless PERIMETER CAULKING BY OTHERS. TOTAL LIST /� � f i Or S 3 & '✓ ` J 2 / 0 if DISC @ VOTE: vtaterials will be invoiced upon shipment and/or installation of screening may affect date of invoice or amount due. 1 the amount herein is not paid :ancellation shall be paid by customer title to materials delivered and/or installed WINDOWS MANUFACTURING, INC. homestead and other exemption under SUNSHINE WINDOWS MANUFACTURING, strikes, labor difficulties, unavailability beyond its control.Prices subject to credit department Contract price does stated herein. * EXTERIOR D /OR INTERIOR $ I 7 / / • MATERIAL NET $ $ -- DELIVERY NET / /'�(` 9 7 - 7 $ / ! TOTAL NET / $ / ?j q SALES TAX $ 5 INSTALLATION* SUNSHI INDO MANUFACTURING, INC SALESM X ACCEPTED BY OFFICER OF THE SELLER X 5c4 / l y b y CU 'ip" $ PERMIT ACCEPT O BY P RCHASER / ! $ 2-! 2 7 Q�� r7 TOTAL CONTRACT NET PURL R I/ Y T I E j� DA TT • �/ ' � / 0 2 .-- 1 ,R4sr Sly 4ou) Ocsr 310 ELECTRICAL TYPE ()Ty. TypE (1 TYPE ()TN. 7l 'PE QTY Minimum Fee QT1 Dryer A/C Central, Tons Outlet, Appliance Cooling Tower Service Repair Heating Strips, each A/C Central 1 -3 Ton Vent Hood, Cost Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Air Handler, Tons Fire Pump Ductwork, Cost of Outlet, Switch Piping, Flammable Liquid Signs Periodic Inspections A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) Bath Fan - Vented, # A/C Central 16-20 Ton Fireplaces, Number of Fixture Light Pressure Vessel Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Laundry Tray Demolition Low -volt, Intercom/Teleph. Repair Circuits Lavatory Dishwasher Low -volt, Television Service, Number of Amps Meter Set (Gas) MECHANICAL TYPE Minimum Fee OTT'. TYPE Condensate Drain OTT'. TVPI'. Generator QT1 T1 I'1: QT1. Refrigeration, Tons A/C Central, Tons Bath Tub Cooling Tower Drinking Fountain Heating Strips, each Miscellaneous Repairs Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Sprinkler Repair Ductwork, Cost of Cap - Fixture Piping, Flammable Liquid Fountain Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Gas - Appliance Bath Fan - Vented, # Pump, Domestic Fireplaces, Number of Supply, AC Well Pressure Vessel Cap - Sewer PLUMBING TYPE A/C Condensate QTY. TVPE Drains, Roof OTY. TYPE Miscellaneous Fixture QTY. TYI'I: Soakage Pit OT1. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Security Windows & Doors 5100 NW 72 Ave. Miami FL 33166 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 Your application PrOdllct Approval Of: PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Aluminum Tube Mullions (non-reinforced) under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:99- 0104.02 Expires:01 /02/2002 /O7® Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 02 /05/1999 Internet mail address: postmaster @buildingcodeonline.com rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COIIPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 0„,zim Homepage: bttp : / /www.buildingcodeonline.com Security Windows & Doors ACCEPTANCE No.: 99- 0104.02 APPROVED EXPIRES January 2, 2002 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 95- 1213.01, which was issued on January 2, 1996. It approves an aluminum mullion without reinforcement, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Aluminum Tube Mullions without Reinforcement and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -08A, titled "Mullion Details ", prepared by A1- Farooq Corporation, dated September 29, 1995, revised December 6, 1995, sheets 1 through 3 of 3, 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. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 The design pressure for the mullion and anchor selected must each meet or exceed the pressure requirement for the opening in which it is to be installed. 4. INSTALLATION 4.1 The aluminum mullion tube without reinforcement and its components shall be installed in strict compliance with the approved drawings. 4.2 This mullion can be installed as part of an impact resistant unit. 5. LABELING 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 The Notice of Acceptance of each window or door to be attached to the mullion. 6.1.4 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 2of3 Man l Perez, P.E., Produ Prod ontrol Division FEB 0 5 1999 ontrol Examiner Security Windows & Doors ACCEPTANCE No.: 99-0104.02 APPROVED FEB 0 5 i9,9 EXPIRES January 2, 2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I through 3. END OF THIS ACCEPTANCE 3 of a_ 1 Manuel erez, P.E., Product Co l Examiner Produc of Division INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLDWS. STEP 1 STEP 2 - STEP 3 STEP 4 STEP 5 STEP 6 2.000 - DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 -88. FOR PARTICULAR OPENING. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LDAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. SPECIFY MAXIMUM SHIM SPACING. USING CRAP RS ON SHEET 2 SELECT MULLION SIZE WTTH DESIGN RATING MORE - n-(N DESIGN LDAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 3. AND ANCHOR GRAPHS ON SHEET 2, SELECT ANCHOR TYPE 1TH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE TYPICAL GLAZING PRODUCT 2000 1 X 2 X 1/8' ALUM TUBE i 1 X 3 X 1/16 X 1/8 ALUM TUBE 3.000 -- 1 X 4 X 1/16 X 5/32 ALUM TUBE 4.000 -- MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR AP PROVAL FOR FASTENERS SIZES AND SPACING 1.000 PRODUCT RENEWED ACCEPTA'`IC NO E 7 00-1-0:00 u ATION p .. DOCT DATE CONTROLDIVI CE 1 . I , IN s �DECONTLIA NC ' FFI B B APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DA BY PRODU ONTR0L DIV!Si0 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q 9.O1 RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: 1. ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE AP PUCABLE DADE COUNTY REQUIREMENTS LE WIND LOAD, AIR & WATER INFILTRATION. FORCED ENTRY RESISTANCE; SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT TD BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.) 3. ANY CONOMONS NOT COVERED IN THIS SUBMfTTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4, ALL MUWONS TO BE ALLOY 6063 -T5. ENGINEER HUMAYOUN FAROOQ PE f 1 6557 N 1 6 - 4 1 c 0 0 H N 0 0 z_ D z_ -J U I.a! (1) 1 1 U s heet 1 of 3 , r- ) c o» 43 3 o d rowing no. M95 -08A GLAZING PRODUCT .1"1 1 V , GLAZING PRODUCT GLAZING PRODUCT q V 2 HULL I@[ SPAN B 1 'x2 x I - Awn h1LLICN LOAD CHART m N Ra rrra. am: 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES _ ANCHORS TYPE kg. OR C HORIZONTAL MULLION TRIBUTARY WIDTH - wi + W2 2 GLAZING PRODUCT V TYPICAL MULLION ARRANGEMENTS t JLLION LOAD CHART u■■111111. SCIX3R 11111111,M■■■■■ MEREMMEMEMM UMEMUMMMERM w — UNION■..■■■. MMINIMMEMMEMM m \, \,OMMM,MMIN IMEMMEMMEMM N MUMME■■■ME■ MEIROM■■■■, O MEMMEMMEMEM ■■■■■ MOIMMEMMEMEM MAUMW .,.■■ IIMEMOMMMIEMM 20 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES GLAZING PRODUCT V2 TRIBUTARY WIDTH = w1 + W2 2 1 - x3 - ALUM. TUBE m 1L U) o- C) MULLION LOAD CHART I - x4 - ALUM. TUBE 11111111.11.11111 NO ST ET L SC1XtR MUMMINEEMEN MINMIMMINSMIUMNI WIMMUMUMMEN IMMINIIMMIMMIMUN 1\111.11MIN IMNMMMMNMMM MIMMUMMEMME ■„■'IN.. ■�,■ ■..,■NIM •.■■. MIMMIM M,'.,' MEMMMERM MIMMINME M EM IIINIMMINR■ RUR .1►URRRRR - 111111111■ MINIMUM.' ME ,.,MR .M MUMMER WWI= - - -- ,,",..■■■ ■.■� ,l\MEii EMEM MME■ SIMMNIMINIMMIM IMANIMMINIMMI 4 ANC.(ORS TYPE A RECT -+.-3 LIMMOIMMIEMMIMMOIM 20 30 40 50 65 70 80 TRIBUTARY WIDTH INCHES ANCHOR LOAD CHART 20 38 4 0 S0 60 70 89 TRIBUTARY WIDTH - II•CI£S APPROVED AS CO;- ?LYING WITH THE SOUTH FLORIDA BUILDING CODE 19—W DAT BY PRODUC WORM DIVISION BUILDING CODE CJMPLIANCE OFFICE ACCEPTANCE HO Q,)' 1 a La -6 I 2 xa'xl /B ALUM TUBE ,j: • , c0 =Ca C2X4 N S VI.,■R\U■. ,■■ NIUMINNIMUUMNINI MINKIMIIMMUMMII MMMMMMNMM o ° m UMMUMMUME M►\RURRRRRNRR r \N w 'I■._`E��, O ,■„■■ &..MiNMI .'■UINIMINUM■■ ►,■.■,..MOM■.■ EMMEMEMEMMEMM WAMMENSMEMEMEMI 20 30 40 80 60 70 80 TRIBUTARY WIDTH - INCHES 20 t1 A-LION LOAO CHART ANCHOR LOAD CHART MMUIENSIMMI il L a�>_� MININIMINKEEMININ f, ►1111MU R■■■■ ■"".,■,I■,.� 11 \1► \ ► \\�ELl�lL RRRR 1 X11 \�i� ►��G�a\."i11��''� ". INEL i s NI M.�.■ MMMMMUMMM MEMEMEMENIAMMO ■■MU M,O.."" ■■■N MMIN'■�. RRRRMEMMEMM`M T ■...�■. „III1 K` IN ANCHORS TYPE RCtT 0 30 40 TRIBUTARY EXPIRATION DATE 2 - x6 - x1/0 - ALUM. TUBE •o R CQ . ►M■■... fR►1111MIMI RMRR MMENUMINIMEMIN IMINUMENNIMMINNO MINIMINIMMEMME MINNIIMMINIMUNI \„IINI.MU■,.■ IMINUMUNIMIENNIME MMEMMENNMEMEM ■.,■E.'U"■ MMEMMEMMEME MEMMEMUMMEMM MEMMEMMEMEMME U■■.MMUI„R IMMINIMMINIMINM ts Ri - 3 AM»+ORS TTPC C ICtT -C 50 60 70 80 20 30 40 wIDT L tT RENEW Er'auTARY .'.CCEPTANCE No. q t l7 Lk O Z_ Z• o PRO i CT CONTROL DIVISI O • RUILI)I?� � E COMPLIANCE .� ' FOR ANCHORS D SfI PT1O SEE SHEET 3 OF 3 MU LION LOAD CHART 20 30 ' 40 50 60 76 86 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART INNIMMIMINUMMINI 11111111111NNIMMIMIS ■■■■■MMIMM mannuummusino ■■■.■.■■�,UR mummummuran Nammummosii 50 60 70 wIOTH - INCHES 86 N U4 1996 ENcv0aat HUW.YOUN FAROOQ PE 16557 0 c4 0 N O W z or 0 oa <0 op N _ c 0 wj 1 z ,. (',a o v C 0 0 0 N 0 0 J 0 L AJ 1n U O) 2 V 0 0 C c drawing no. M95 -08A C3heet 2 of 3 MUWON 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1 /8' ALUM ANGLE MUWON MUWON 2X2X 1/8' ALUM ANGLE 2 -5/8' LONG PRECAST CONC. SILL 1500_1 PRECAST SILL CONC. 2 X 2 X 1/8' ALUM ANGLE MUWON MUWON 2 X 2 X 1/8 ALUM ANGLE 2 -5/8' LANG ANCHORS TYPE `B' ANCHORS TYPE 'C' L500---I 2000 Len .125 TYP MUWON- 3.000 -- MIN 2 X 2 X 1/8 ALUM ANGLE MUWON MIN EXPIRATION DATE 3.000 MW DUCT CONTROL DIVISJ • DE COMPLIANCE i ' CE WOOD BUCKS NOT BY SECURITY ALUM. MUST SUSTAIN LOADS IMPOSED, APPROVED AS COMPLYING WITH THE ' tnnurotnl FAltooO 16557 SOUTH FLORIDA BUIDING CODE DAT S , Sr: 1%.42 81 PRODUCT O,YTROL DIV!S:ON I BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0_9 -1Z13 . D I 041996 draw ng no. Cahoot 3 of 3 z 0 • 0 a � o � U w Z r, O gQ Q CD CL °- 0 Ry O 44 LI In 0 0 .r C Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED : JAN 0 6 1998 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum horizontal sliding window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation Series 5756 - Aluminum Horizontal Rolling Window - Impact 1.3 Overall Size 8' 0" wide by 5' 2" high by 3 -1/2" deep. 1.4 Configuration XX 1.5 No. & Size of Vents: Two, each 4' (48 ") wide by 5' 1" (61") high. 2. MATERIAL CHARACTERISTICS 2.1 Frame and Vent (Sash) Material: Aluminum alloy 6063 -T6. 2.2 Glazing 2.2.1 Glazing Material: 1/4" Lexan monolithic polycarbonate with XL -1 or MR 5 finish as manufactured by G.E. 2.2.2 Glazing Method: Channel glazed using a vinyl glazing bead. Glass Bite is 3/4 ". 2.2.3 Daylight Opening: 43 -3/8" by 57 -1/2" high. 2.3 Vent Construction: 2.3.1 Stiles: Vent jamb stile consists of a 2.371" exterior face by 1.187" deep by .062" wall thickness extruded alum. hollow (Part #051 -00 -485) with a .375" x .875" glazing pocket, two screw splines, two grooves for weatherstrip and a handle. Vent exterior meeting stile consists of a 2.281" exterior face by 1.187" deep by .062" wall thickness extruded alum. hollow (Part #051 -00- 490) with a .375" x .875" glazing pocket, two screw splines, a groove for weatherstrip. Vent interior meeting stile consists of a 2.281" exterior face by 1.187" deep by .062" wall thickness extruded alum. hollow (Part #051 -00 -494) with a .375" x .875" glazing pocket, two screw splines, and a handle. 2.3.2 Rails: Top rail consists of a 1.750" exterior face by 1.188" deep by .062" wall thickness extruded aluminum solid (Part #051 -00 -489) with a .375" x .875" glazing pocket and two grooves for weatherstrip, the bottom rail uses the same extrusion, to which the roller assemblies are fastened. 2.3.3 Corner Construction: Butt joints: vent corners secured w/ two # 10 x 1 " PPH SMS. 2.4 Frame Construction: 2.4.1 Head: Consists of 1.000" exterior face, 1.250" interior face by 3.345" deep by .062" wall thickness extruded alum. solid (Part #050 -00 -501). 2.4.2 Jambs: Consist of 1.749" exterior face, 1.250" interior face by 3.470" deep by .062" wall thickness extruded alum. solid (Part #050 -00 -518) with two screw splines and four grooves for weatherstrips. -2- 441 /. ALAA.A l Manuel Perez, P.E. Product 'trot Examiner Product - ontrol Division Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED JAM 0 5 1998 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2.4.3 Sill: Consists of 0.391" exterior face, 3.034" interior face by 3.458" deep by .062" wall thickness extruded alum. solid (Part #050 -00 -437) with a Sill Adopter consisting of a .736" exterior / 2.625" interior sill height by 3.355" deep by .062" wall thickness extruded alum. solid sill track insert (Part 4'050 -00 -513). 2.4.4 Corner Construction: Butt joints: frame corners secured with two # 10 x 1" PPH SMS. 2.5 Weatherstripping: Quantity Description Location 2.5.1 Single row Pile with integral plastic fin At exterior and interior tracks of frame jambs. 2.5.2 Single row Pile with integral plastic fin At exterior and interior of each vent top and bottom rail. Vinyl bulb At vent exterior meeting rail. 2.5.3 Single row 2.6 Hardware: Quantity 2.6.1 Four 2.6.2 Two Description Plastic wheels Metallic cam lock 2.6.3 One Aluminum Clip Lock 3 -1/2" wide 2.7 Weepholes: Quantity Description 2.7.1 Two '' /J" diameter weep holes 2.8 Muntins: None 2.9 Reinforcement: None -2a- Location One at each end of each vent bottom: rail. One at 6" from top and 6" from bottom of interior vent meeting rail, each locking into a keeper in the exterior meeting rail. At mid -span on interior of jamb rail. Location At interior track of sill adapter, at 3" from jamb. 2.10 Sealants and Pads: Exterior perimeter of frame sealed to buck with gray sealant. All frame and panel corners sealed with white sealant. Sill adapter sealed to frame sill with gray sealant and silicone on interior side. Silicone over vinyl glazing bead on bottom rail of both panels and 2" up each panel stiles. Pads are as follows: Quantity Description Location 2.10.1 Two 1/2" by 5/8" by 1" closed cell One at top and bottom of panel interior meeting foam pads stile. 2.10.2 One 3/16" by 3 /8" by 47 -3/4" long On interior side of exterior panel bottom rail, adhesive back closed cell flush with the top side of bottom rail. foam pads 2.10.3 Two '/" x 3 /4 " x '/" x 0.029" thick x One at each corner of frame sill, between sill 1 -1/4" long aluminum channel adapter and frame jamb, siliconed in place. 2.11 Additional Description: Equal leg type frame. 3 -1 /8" high overall interior sill flange. Manue Perez, P.E. Product C u rol Examiner Product ontrol Division Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED : JAN 0 6 1996 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Design Pressure Rating: First determine impact or non - impact application of the window unit, then: 3.2.1 Impact Windows application: For Design Pressure Rating, see Section 7 of this Notice of Acceptance. Shutters are not required for this application. 3.2.2 Non - Impact Windows application: For Design Pressure Rating vs. Window Size, see the Comparative Analysis Chart in Section 9. Shutters are required for this application. 3.3 Only glazing material thickness, coating and brand stated above is accepted. 4. INSTALLATION: 4.1 Screws and Method of Attachment SILL: #10 x 2 -1/2" PFH SMS OR 3/16" Tapcons, located 6 -1/2" from corners, 1 -1/2" from each side of meeting rail and the rest at 20" o.c. max. #12 x 2 -1/2" PFH SMS OR 1/4" Tapcons, located 6 -1/2" from corners, 1 -1/2" from each side of meeting rail and the rest at 20 "o.c. max. For type, size and number of Anchors vs. Window Size, see Anchor Analysis chart in Dwg. No. 96 -185, Sheet 1 of 2. HEADER: Same as sill. JAMBS: 412 x 2 -1/2" PFH SMS OR 1/4" Tapcons, located 6 -1/2" from corners, and the rest at 17" o.c. max. For type, size and number of Anchors vs. Window Size, see Anchor Analysis chart in Dwg. No. 96 -185, Sheet 1 of 2. Note: Please see note #11, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect of Engineer of Records and must be in compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 5. IDENTIFICATION: 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 G.E. Lexan MR5 or XL -1 Polycarbonate sheets must bear interior side peel coat properly identifying product. -2b- Manuel 'erez, P.E. Product Co6 Examiner Product ontrol Division Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 - 2c - APPROVED EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade of opening to receive window, mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.96 -185, Sheets 1 through 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the option and components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 This document revises and supersedes Notice of Acceptance No. 96- 0827.01 dated 12/02/96. 6.4 Note: 6.4.1 Impact Resistant Windows = For window installations using Design Pressure Rating in Section 7, Hurricane protective system will not be required. 6.4.2 Non - Impact Resistant Windows — For window installations using Design Pressure Rating per Comparative Analysis Table in Drawing #96 -185, Sheet 1 of 2, Hurricane protective system will be required. JAN 0 6 1998 Manua Perez, P.E. Product o trol Examiner Product Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION © 1.57 PSF SFBC PA 202 -94 (0.34 CFM/FT) 0.22 CFM /FT MTL -16791 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 POSITIVE .30 Sec. +90.0 PSF MTL -16791 +90.0 PSF MTL -16791 UNIFORM STATIC PRESSURE AT DESIGN LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -90.0 PSF MTL -16791 -90.0 PSF MTL -16791 WATER RESISTANCE (PSF) No Leakage . SFBC PA 202 -94 (ASTM E547 & ASTM E 331) +14.0 PSF MTL -16791 • +93.3 PSF MTL -16791 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 POSITIVE 30 Sec. +135.0 PSF MTL -16791 +90.0 PSF MTL -16791 UNIFORM STATIC PRESSURE AT FULL TEST LOAD SFBC PA 202 -94 NEGATIVE 30 Sec. -135.0 PSF MTL -16791 -90.0 PSF MTL -16791 FORCED -ENTRY RESISTANCE (FER) AAMA 1302.5 -76 SATISFACTORY MTL -16791 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY MTL -16791 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (4500 CYCLES) POSITIVE +90.0 PSF MTL -16791 +90.0 PSF MTL -16791 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 (4500 CYCLES) NEGATIVE -90.0 PSF MTL -16791 - 90.0 PSF MTL -16791 Design Pressure Rating (Positive) No Shutters Required +90.0 PS Design Pressure Rating (Negative) No Shutters Required -90.0 PSF For Non Impact Resistant Windows use Design Pressure Rating vs. Window Size table in drawing No. 96 -185. Shutters are required. Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 7. TESTS PERFORMED 7.1 TESTS: -2d- APPROVED : JAM 0 6 1996 EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Manu Perez, P.E. Product ol Examiner Produc Control Division Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1211.01 APPROVED : JAN 0 6 1998 • EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests 8.1.1 Test reports on 1) Air Infiltration Test, per ASTM E 283 2) Uniform Static Air Pressure Test, Loading per ASTM E 330 3) Water Resistance Test, per ASTM E 547/E 331 4) Forced Entry Resistance Test, per AAMA 1302.5 -76. 5) Large Missile Impact Test per PA 201 -94 6) Cyclic Windload Test per PA 203 -94 along with the manufacturer's marked up design drawings of the tested window prepared by Miami Testing Laboratory Test Report No. MTL- 16791, dated July 8, 1996, revised and reissued on October 2, 1996, signed and sealed by David G. Ober, P.E. 8.2 Drawing 8.2.1 Manufacturer's profile drawings and sections. 8.2.2 Drawing No. 96 -185, Security Aluminum Windows & Doors, "5756 H.R.W. Large Missile Impact Sheets 1 & 2 of 2, prepared by manufacturer, dated 08/16/96, signed and sealed by Donald W. Shackelford, P.E. on 10/23/97. 8.3 Calculations 8.3.1 Comparative analysis and anchor calculations prepared by Donald W. Shackelford, P.E., Consulting Engineer dated 08/22/96, revised on 10/14/96, signed and sealed by Donald W. Shackelford, P.E. 9. COMPARATIVE ANALYSIS: For non - impact resistant windows only - See "Comparative Analysis Chart" on Drawing No. 96 -185, Sheet 1 of 2, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical window elevation, cross sections and anchoring details, see Drawing No. 96 -185, Sheets 1 and 2 of 2, bearing the Dade County Product Control approval stamp. -2e- Man 1 Perez, P.E. Product Produ t Control Division ntrol Examiner Security Aluminum Windows & Doors ACCEPTANCE No.: 96- 1311.01 : JAN 0 6 1998 APPROVED EXPIRES : December 2, 1999 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS l.Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (S) years. ?.Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3.Renewals of Acceptance will not be considered in a) There has been a change in the South Florida Building Code affecting the evaluation of this product and • the product is not in compliance with the code changes; . b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4.Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S.Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6.The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I f any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7.A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. S.Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9.This Acceptance contains pages 1, 2, 2(a) through 2(e) and this last page 3. Items 10, 1 l .0 12 listed below only apply to 2Iazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. II. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 oldie South Florida Building Code. `lanue' Perez, P. E. Product Cogtrc)I Examiner Produc ontrol Division END OF THIS ACCEPTANCE - 3 - COMPARATIVE ANALYSIS 0 10SMS OR 3 /18' TAPCON /10SMS OR 3 /18'TAPCON PART NO. /12 OR 1/4 TAPCON 1 ANCHORS ANCHORS DESIGN LOAD (PSF) ANCHORS ANCHORS DESIGN LOAD (PSF) ANCHORS ANCHORS DESIGN LOAD (PSF) WINDOW 0114. (WXH) JAMB HD /SILL EXTERIOR INTERIOR JAMB HD /SILL. EXTERIOR INTERIOR JAMB 6 HD /SILL EXTERIOR INTERIOR 26 1/2 X 26 3 3 93.00 478.0 3 4 93.00 557.0 3 10 3 93.00 818.0 37 X 26 3 3 93.00 342.0 3 4 93.00 400.0 3 14 3 93.00 441.0 53 1/8 X 26 3 3 93.00 238.0 3 4 93.00 279.0 3 • 3 93.00 308.0 60 X 26 3 4 93.00 248.0 3 8 93.00 318.0 3 4 93.00 317.0 74 X 26 3 4 93.00 200.0 3 6 93.00 257.0 3 4 93.00 258.0 37 X 38 3/8 3 3 93.00 232.0 3 4 93.00 271.0 3 3 93.00 298.0 53 1/8 X 38 3/8 3 3 93.00 181.0 3 4 93.00 188.0 3 3 93.00 208.0 60 X 38 3/8 3 4 93.00 166.0 3 8 93.00 215.0 3 4 93.00 215.0 74 X 38 3/8 3 4 93.00 139.0 3 6 93.00 179.0 3 4 93.00 179.0 37 X 50 5/8 4 3 93.00 205.0 4 4 93.00 225.0 4 .3 93.00 225.7 53 1/8 X 50 5/8 4 4 93.00 163.0 4 4 93.00 163.0 4 4 93.00 174.2 60 X 50 5/8 4 4 93.00 145.0 4 8 93.00 161.7 4 4 93.00 181.7 74 X 50 5/8 4 4 93.00 117.0 4 6 93.00 145.0 4 4 93.00 138.0 37 X 63 4 3 93.00 165.0 4 4 93.00 174.0 4 3 93.00 173.8 5.3 1/8 X 6.3 4 4 93.00 131.0 4 4 93.00 131.0 '4 4 93.00 130.8 60 X 63 4 4 93.00 116.0 4 6 93.00 119.9 4 4 93.00 119.9 74 X 63 4 5 93.00 105.0 4 6 93.00 104.9 4 5 93.00 104.9 MATERIALS UST ITEM NO. DESCRIPTION PART NO. COMMENTS 1 HEAD 050 -00 -501 X 2 SILL 050 -00 -487 l 3 JAMB 050 -00 -518 4 SILL ADAPTOR 050 -00 -513 5 . ALUMINUM ANGLE 6 TOP VENT BOT.& TOP PAIL 051 -00 -489 7 VENT MEATING RAIL 051 -00 -494 8 VENT JAMB 051 -00 -485 9 VENT MEAT1NC RAIL 051 -00 -490 10 WHEEL HOUSING 11 CLOSE CELL PAD 12 WEEP HOLES 1/4' 13 SWEEP LOCK 007 -00 -016 14 KEEPER 007 -14 -083 15 FRAME ASSEMBLY SCREW 012 -00 -130 / 10 X 1 PH 16 VENT ASSEMBLY SCREW 012 -00 -130 /10 X 1 PH 17 1/4X3/4 GLAZING CHANNEL 046 -00 -098 18 1/4' LEXAN 19 WOOL PILE W /FIN SEAL WEATHERSTRIPPING 3017 20 FIBERGLASS SCREEN MESH W /ROLL FORM FRAME & CLAZITIC VINYL 21 INSTILLATION FASTENER /10 X 2 1/2 CLOSE CELL FOAM INNER PANNEL 23 ALUMINUM CHANNEL 1/2X3/4X1/2XI 1/4 24 BULB VINYL 046 -10 -027 25 M F.E.R. LOCK 3 1/2' WIDE 21 20 20 96' FRAME WIDTH 20 TYPICAL ELEVATION 20 COMPARATIVE ANALYSIS - SECURfTY WINDOW -5758 HORIZONTAL ROWNG WINDOW BASED ON TEST REPORT 18791 7/8/96 TEST SIZE: 96X84' TEST LOAD: 135 PSF EXTERIOR 135 PSF INTERIOR WATER TEST: 14.0 PSF DEFLECTION 2.0241N. 4NX GLAZING MATERIAL 1/4 POLYCARBONATE L EXAM POSRIVE PRESSURES ARE UMfTED BY: WATER INFILTRATION TEST NEGATIVE PRESSURES ARE UMITED BY: ANCHOR & PRESSURE LOADS ANCHORS: /10 SUS OR 3/18' TAPCON WITH 1 1/4' MIN. EMBEDME NT CAP. -T91 LBS. APPROVED AS COMPLYING WITH TIE SOUTH F ORIDA BUILDING CODE DAT _ (AIL 174M4-10'' : � 19 g BY , PRODUC •sNTROL DIY!SI�I7 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4, - 1 2 i i. 0 1 L, 6 1/2 8 1/2 17 17 17 6 1/2 CAMPARATIVE ANALYSIS FOR NON- IMPACT SHUTTERS ° REQUIRED FOR ALL INSTALLATIONS USING THIS CHART U 0 DATE: 8 -16 -98 SCALE: DWG. BY: CIIK. BY: C) n_ U1 _J <n • N I - 2 to L �ln LC J O I . JOB NO.: 90 -185 Z 0 SHEET 1 OF 2- CUSTOMER < X l 21 20 20 96' FRAME WIDTH 20 TYPICAL ELEVATION 20 COMPARATIVE ANALYSIS - SECURfTY WINDOW -5758 HORIZONTAL ROWNG WINDOW BASED ON TEST REPORT 18791 7/8/96 TEST SIZE: 96X84' TEST LOAD: 135 PSF EXTERIOR 135 PSF INTERIOR WATER TEST: 14.0 PSF DEFLECTION 2.0241N. 4NX GLAZING MATERIAL 1/4 POLYCARBONATE L EXAM POSRIVE PRESSURES ARE UMfTED BY: WATER INFILTRATION TEST NEGATIVE PRESSURES ARE UMITED BY: ANCHOR & PRESSURE LOADS ANCHORS: /10 SUS OR 3/18' TAPCON WITH 1 1/4' MIN. EMBEDME NT CAP. -T91 LBS. APPROVED AS COMPLYING WITH TIE SOUTH F ORIDA BUILDING CODE DAT _ (AIL 174M4-10'' : � 19 g BY , PRODUC •sNTROL DIY!SI�I7 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4, - 1 2 i i. 0 1 L, 6 1/2 8 1/2 17 17 17 6 1/2 CAMPARATIVE ANALYSIS FOR NON- IMPACT SHUTTERS ° REQUIRED FOR ALL INSTALLATIONS USING THIS CHART U 0 DATE: 8 -16 -98 SCALE: DWG. BY: CIIK. BY: C) n_ U1 _J <n • N I - 2 to L �ln LC J O I . JOB NO.: 90 -185 Z 0 SHEET 1 OF 2- CUSTOMER w SECTION OF HRW HALF SCALE 2X4 P.T WOOD BUCK TYP. 2X4 P.T WOOD BUCK TYP. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT : ► U ; RV 19131 BY PRODU ONTROL DIVISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO, 96,-1211-61 14 t ;). , !0'441■441r/ij, N:,RSn 1! FRAME WIDTH O 12 HRW JAMB DETAIL HALF SCALE ONLY FOR F.E.R. 25 FRAME WIDTH HRW JAMB DETAIL HALF SCALE II i lil 2 0 U 1 U DATE: SCALE: U 0 410 4110 ii Ogg it DWG. 13Y: 8 -18 -96 CI1K. BY: JOB HO.: 96 -185 SIIEET 2 Or 2 METRO-DADE /O7 e A/ 7(F PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: Series 6000 Aluminum Fixed Window under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Drawings No. 18342 -S, Sheet 1 of 1 and No. FTL- 1380 -1, Sheet 1 of 1. (For listing, see Section 8 of this Notice of Acceptance) This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0409.04 Expires:12 /02/99 Approved: 12 /02/96 -1- Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Vinyl Tech/Progressive k ,s Technolou ACCE: ►NCE No.: 96- 0409.04 APPROVED : DEC n 2 1996 EXPIRES : DEC 0 2 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum fixed window designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirement, as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Others Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series "6000" Aluminum Fixed Window 1.3 Overall Size: 36" wide x 74" high x 2.0" deep 1.4 Configuration: 0 1.5 No. & Size of Panels: None 2. MATERIAL CHARACTERISTICS 2.1 Frame and Sash Material: Extruded Aluminum alloy 6063 -T5 2.2 Glazing 2.2.1 Glazing Material; Single Lite, 3/16" annealed glass. 2.2.2 Glazing Method: Exterior glazed using Dow Corning "899" silicone adhesive bedding compound at exterior flange and at interior side a 1/8" thick x 1/2" wide closed cell foam adhesive tape between glass and an extruded aluminum .500" x .735" x .500" x .055" glazing bead channel (Part #61168) secured with three (3) #6 x 7/8" self tapping PFH SMS along the header and sill and five (5) #6 x 7/8" self tapping PFH SMS along the jambs. Glass bite is 3/8" 2.2.3 Daylight Opening: 33 -1/4" wide x 71 -1/4" high 2.3 Panel Constructiont N/A 2.4 Frame Construction: 2.4.1 HEADER. SILL & JAMB .844" exterior and interior face x 2.0" deep x .050 thick flanged extruded aluminum perimeter frame member (Part #68342), with two screw splines. Glazing bead is a surface applied .500" x .735 x .500" x .055" thick extruded aluminum channel (Part #61168), secured to frame as noted above in Section 2.2.2.. 2.4.2 CORNER CONSTRUCTION: Butt joint construction secured with two (2) #8 x 3/4" PPH SMS 2.5 Weather - stripping; None 2.6 Hardware: None 2.7 Weepholes: None 2.8 Muntins: None 2.9 Reinforcement: None 2.10 Sealant: The frame corners are sealed with Schnee - Morehead SM5504 Acryl -R Narrow Joint Sealant. 2.11 Additional Description: Flange type frame. 2 • Manuel " - ez, P.E. Plans E r iner II Product Control Division Vinyl Tech/Progressive . .ss Technology Note: Please see note #11. Page 3 -2a- ACCE. ANCE No.: 96- 0409.04 APPROVED DEC 0 2 1996 EXPIRES DEC 0 2 19 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 Units with dimensions equal or smaller than those shown in Section 1.3 shall qualify under this approval. . 3.3 For Design Pressure Rating vs. Door see Comparative Analysis Tables in Section 9. 4. INSTALLATION: 4.1 Screws and Method of Attachment HEADER & SILL : No. 10 x 2" FH SMS OR 3/16" diameter x 2 -3/4" tapcon screws located 6 "' from corners and 24" o.c. min. JAMBS : No. 10 x 2" FH SMS OR 3/16" diameter x 2 -3/4" tapcon screws located 6" frog corners and 24" o.c. min. All anchors shall be evenly spaced along the perimeter frame with the maximum spacing not to exceed 24" o.c. Min. embedment in each case is 1 -1/4" For number of fasteners to used, see corresponding table in Drawing No. FTL- 1380 -1, Sheet 1 of 1. 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Attachments of sub -bucks shall be designed by the Architect or Engineer of Records and must be it compliance with the South Florida Building Code. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considerec compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Completely dimensioned drawing showing size and location, including height above grade o opening to receive window, mean roof height, length and width of building. 6.2 The Building Official shall ensure the adequacy of window to meet the pressure requirement of the opening in which it is to be installed. 6.3 Note: The installation of this unit will require a hurricane protective system. ManuelPerez, P.E. Plans Ex &hiner II Product Control Division TEST TEST LOADS DESIGN LOADS AIR INFILTRATION @ 1.57 PSF SFBC PA 202 -94 (0.15 CFM/FT 0.07 CFM/FT FTL -1380 -- - - - - -- UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 POSITIVE +60.0 PSF FTL -1380 +60.0 PSF FTL -1380 UNIFORM STATIC PRESSURE (DESIGN LOAD) SFBC PA 202 -94 NEGATIVE -60.0 PSF FTL -1380 -60.0 PSF FTL -1380 WATER RESISTANCE (PSF) SFBC 202 -94 +15.0 PSF FTL -1380 +100.0 PSF . FTL -1380 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 POSITIVE +72.0 PSF FTL -1380 +48.0 PSF FTL -1380 UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFBC PA 202 -94 NEGATIVE -72.0 PSF FTL -1380 -48.0 PSF . FTL -1380 FORCED -ENTRY RESISTANCE (FER) SFBC 36032(b)(5) N.R. ------ DESIGN PRESSURE RATING - (Positive) -------- --- - -- +48.0 PSF DESIGN PRESSURE RATING - (Negative) -48.0 PSF Design Pressure Rating vs. Window Size See - SECTION 9: "COMPARATIVE ANALYSIS" Vinyl Tech/Progressive . .ss Technologx ACCE. ANCE No.: 96- 0409.04 7. TESTS PERFORMED: RESULTS: - 2b - APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 9. COMPARATIVE ANALYSIS: See Table on Dwg. No. FTL - 1380 -1, Sheet 1 of 1. : DEC n ? 1996 DEC 0 2 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on : 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 along with installation diagram of a series "6000 Aluminum Fixed Window" prepared by Fenestration Testing Laboratory , Report No. FTL -1380, dated February 26, 1996, signed and sealed by Gilbert Diamond, P.E. 8.2 Drawing: 8.2.1 Manufacturer's die drawings No.'s AF -9163, dated 03/07/91, AF -1168, dated 03/14/72, Revised 06/17/92, prepared by Alumax Extrusions, Inc. 8.2.2 Manufacturer's Drawings No. 18342 -S, dated 3/5/96, revised on 9/6/96 & No. FTL - 1380 -1, dated 10/24/96; both prepared by Vinyl -Tech, signed and sealed by Ivan R. Dory, P.E. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor Calculations, dated - 3/25/96, revised on 9/11/96 and 9/30/96, signed and sealed by Ivan R. Dory, P.E. 10. TYPICAL ELEVATION: For elevation and cross sections see Dwg. No. 18342 - ieet 1 of 2. Manuel P.E. Plans M aminer II Product Control Division Vinyl Tech/Progessive Glass :hnologY CEPTANCE No.: 96- 0409.04 9. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. END OF THIS ACCEPTANCE - 3 - :DEC n ? 1996 DEC 0 2 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the followin statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall autotnatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: • a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be dons in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Items 10.11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 1 I . The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing o fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 3wrp A Manue4Perez, P.E. Plans Eihiner 11 Product Control Division INSTALLATION PER TESTED UNIT. O ITEM PART NO. 1 2 3 4 #6x7/8 FLT. HD PHIL SILICON /CLEAR 5 6 7 8 9 Revisions` Rev. Item Chad Classification: Prod. Category: Series /Model: ALUM. PW 6000 Description: Item Sheet 1 of 1 ASS'Y. SPECIALTY WINDOW FRAME ASSEMBLY Material: Drown By: Dote: R.S. 03/05/96 Dote: /6/96 Revised 8y R. S. Vendor No.: 2.0 00 68342 68342 61168 783444 7PWSW 62800C 61308K 63/16CR 6SM55W 1.344 Scale: N.T.S. HEAD & SILL JAMB STOP #8x3/4 PAN HD PHIL CLOSED CELL FOAM TAPE (ADHESIVE ONE SIDE) 3/16" ANNEALED GLASS SEAM SEALER 0.844 0.735 -0.500 0.844 DESCRIPTION HORIZONTAL SECTION 1/2 SCALE Add s ! P.O.. BOX 1529 NOKOMIS FL. 34274 VENDOR ALUMAX ALUMAX ALUMAX FASTEC INDUSTRIES FASTEC INDUSTRIES DOW CORNING STIK —I1 PRODUCTS PPG INDUSTRIES SCHNEE MOREHEAD Size: Drawing No.: VENDOR No. AF -8342 AF -8342 AF -1168 899 1308-1 SM5504 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT -/� � E .s 19 q 6 BY 7I 771.% PRODUC ONTROL DIVISION 6 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IA - 0 L i •D ' rrsal... 4 0.411, G/rwur g__ . I a.+.+ I o re Om NW.. technology B 18342 —S Rev.: C NOTE. \lindow 1Tdg tts Window Widths 18.000 (2) 2.1000 (2) 30.000 (2) 32.000 (2) 36.000 (2) 26000 (2) 109.29 9115 83.46 81.04 77.00 . 33.375 (3) 9187 7873 69.04 66.62 62.53 50.625 (3) 87.54 7L40 6171 59.29 55.25 63.000 (4) 83.03 66,89 57.20 54.78 50.74 74000 (4) 80.29 64.15 5? 00 49.00 4200 Window Heights Window Widths 18.000 24.030 30.000 3201) 36.000 26000 130 130 130 125 125 38.375 130 125 104 97 85 50.625 125 99 77 72 63 61000 109 78 61 57 51 74.000 92 66 52 49 42 , Window Hdgfnts Window Widths 18000 (2) 24.000 (2) 30.000 (2) 32.003 (2) 36.000 (2) 26.000 (2) 100.00 93.15 8346 81.04 77.00 33375 (3) 9187 78.73 69.04 6662 62.58 50.625 (3) 87.54 7140 6171 59.29 55.25 63.000 (4) 83.03 66.89 57.20 5178 50.74 74.000 (4) 80.29 64.15 52.00 49.00 42.00 Window Heights \ \irdow Widths 19.125 (2) Window Widths 36.000 (2) 51125 (3) 18.000 (2) 24000 (2) 30.000 (2) 37.000 (2) 36.000 (2) 26.000 (2) 8 6683 8 N/A 8 79.23 . 8 53.74 8 74000 (4) 38.375 (3) 10 42.00 10 10 10 10 50.625 (3) 10 10 10 10 10 61000 (4) 12 12 12 12 12 74.000 (4) 12 12 12 12 12 Window lidghts \ \irdow Widths 19.125 (2) 26.500 (2) 36.000 (2) 51125 (3) - 26.000 (2) 105.49 8553 77.00 WA - 33.375 (3) 9L03 7116 62.53 NIA 50.625 (3) 83.75 6683 5525 N/A 63.000 (4) 79.23 6232 53.74 N/A 74000 (4) 7649 59.00 42.00 WA esign Window \\Indow Widths 1 kiests 19.125 (2) 26500 (2) 36.000 (2) 53.125 (3) 26.000 (2) 100.00 8553 77.00 WA 33.375 (3) 91.03 7116 6253 WA 1 53.625 (3) 83.75 66.83 55.25 WA 1000 (4) 79.23 6232 50.74 N/A 74.Cc\) (4) 76.49 59.00 42.00 N7A Window Window Widths . Heights • 19.125 (2) 26.500 (2) 34000 (2) 51125 (3) 26.000 (2) 8 8 8 10 38375 (3) 10 10 10 12 50.625 (3) 10 10 10 12 61000 (4) 12 12 12 14 74.000 (4) 12 12 12 14 \\indc,w Window Widths Heights 19.125 26.500 36.000 51125 26000 130 130 125 86 38.375 130 121 85 56 50.625 125 89 63 41 61000 101 70 51 34 74.000 85 59 42 29 ;CITE n Nutrs in () prucrtlrsrs are q�rarti, . anchors per side Neg-ttive Design Loads based cn Comparative Analysis (psf) ► ive Drsigm Loads based on Gass Table 35-E Positive Design Load based cn CaTParative Analysis (psf) Positive D Loads baud of \\Stet Test Pressure. Aln)xr of anchors per \\irxiow Size Arxhors at 6' from each corner & Mac 24" thereafter. Gass Table 35-E NIA/MUM DP . NOT. inters in 0 Inrnrtlxses are cu+rxity of anchors per side. Nbgativt Deign Loads based on Comparative Analysis (psi) N: tine lesign Lords based on Gass Table 35-E Positive Design Lords based on Comparative Analysis (psi) Positive Design Loads based on \\Styr Test Presare I Luber of andias per Window Sze. Archors at 6' from each corner &Mac 24" thereafter. 5nm Glass Table 35-E Mr1XL \lUM DP Y/ 110 Vood Screw • •c4. A • • • A p • • A • • A • • 1.250 MIN. 11 1 1 1 •A A • A • • 2' by Vood Buck .2500 by Wood Buck .2500 R..is;orrs: leol.riot Drawn Eiy: R.S. Rrwisoct Scots: vendee No.: Date: 10/24/96 Dot.: /progressive :LA SS technd0gy Oosai/icolion: Prod. Category: oesai albrt S•r;es///oceet 1 Rama I Sheet: 1 a 1 N.O.A. #96- 0409.04 FTL -1380 P.O. BOX 1529 NOKOMIS FL. 34274 B I FTL - 1.380 -- 1 I APPROVED AS COMPLYING yil • SOUTH FLORIDA BUILDING CODE DAT 1 BY ,7ir *'L./ PRODUCI ''NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IA -6 . 6/4 Window Window Widths . Heights • 19.125 (2) 26.500 (2) 34000 (2) 51125 (3) 26.000 (2) 8 8 8 10 38375 (3) 10 10 10 12 50.625 (3) 10 10 10 12 61000 (4) 12 12 12 14 74.000 (4) 12 12 12 14 \\indc,w Window Widths Heights 19.125 26.500 36.000 51125 26000 130 130 125 86 38.375 130 121 85 56 50.625 125 89 63 41 61000 101 70 51 34 74.000 85 59 42 29 ;CITE n Nutrs in () prucrtlrsrs are q�rarti, . anchors per side Neg-ttive Design Loads based cn Comparative Analysis (psf) ► ive Drsigm Loads based on Gass Table 35-E Positive Design Load based cn CaTParative Analysis (psf) Positive D Loads baud of \\Stet Test Pressure. Aln)xr of anchors per \\irxiow Size Arxhors at 6' from each corner & Mac 24" thereafter. Gass Table 35-E NIA/MUM DP . NOT. inters in 0 Inrnrtlxses are cu+rxity of anchors per side. Nbgativt Deign Loads based on Comparative Analysis (psi) N: tine lesign Lords based on Gass Table 35-E Positive Design Lords based on Comparative Analysis (psi) Positive Design Loads based on \\Styr Test Presare I Luber of andias per Window Sze. Archors at 6' from each corner &Mac 24" thereafter. 5nm Glass Table 35-E Mr1XL \lUM DP Y/ 110 Vood Screw • •c4. A • • • A p • • A • • A • • 1.250 MIN. 11 1 1 1 •A A • A • • 2' by Vood Buck .2500 by Wood Buck .2500 R..is;orrs: leol.riot Drawn Eiy: R.S. Rrwisoct Scots: vendee No.: Date: 10/24/96 Dot.: /progressive :LA SS technd0gy Oosai/icolion: Prod. Category: oesai albrt S•r;es///oceet 1 Rama I Sheet: 1 a 1 N.O.A. #96- 0409.04 FTL -1380 P.O. BOX 1529 NOKOMIS FL. 34274 B I FTL - 1.380 -- 1 I APPROVED AS COMPLYING yil • SOUTH FLORIDA BUILDING CODE DAT 1 BY ,7ir *'L./ PRODUCI ''NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IA -6 . 6/4 \\indc,w Window Widths Heights 19.125 26.500 36.000 51125 26000 130 130 125 86 38.375 130 121 85 56 50.625 125 89 63 41 61000 101 70 51 34 74.000 85 59 42 29 ;CITE n Nutrs in () prucrtlrsrs are q�rarti, . anchors per side Neg-ttive Design Loads based cn Comparative Analysis (psf) ► ive Drsigm Loads based on Gass Table 35-E Positive Design Load based cn CaTParative Analysis (psf) Positive D Loads baud of \\Stet Test Pressure. Aln)xr of anchors per \\irxiow Size Arxhors at 6' from each corner & Mac 24" thereafter. Gass Table 35-E NIA/MUM DP . NOT. inters in 0 Inrnrtlxses are cu+rxity of anchors per side. Nbgativt Deign Loads based on Comparative Analysis (psi) N: tine lesign Lords based on Gass Table 35-E Positive Design Lords based on Comparative Analysis (psi) Positive Design Loads based on \\Styr Test Presare I Luber of andias per Window Sze. Archors at 6' from each corner &Mac 24" thereafter. 5nm Glass Table 35-E Mr1XL \lUM DP Y/ 110 Vood Screw • •c4. A • • • A p • • A • • A • • 1.250 MIN. 11 1 1 1 •A A • A • • 2' by Vood Buck .2500 by Wood Buck .2500 R..is;orrs: leol.riot Drawn Eiy: R.S. Rrwisoct Scots: vendee No.: Date: 10/24/96 Dot.: /progressive :LA SS technd0gy Oosai/icolion: Prod. Category: oesai albrt S•r;es///oceet 1 Rama I Sheet: 1 a 1 N.O.A. #96- 0409.04 FTL -1380 P.O. BOX 1529 NOKOMIS FL. 34274 B I FTL - 1.380 -- 1 I APPROVED AS COMPLYING yil • SOUTH FLORIDA BUILDING CODE DAT 1 BY ,7ir *'L./ PRODUCI ''NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IA -6 . 6/4 ;CITE n Nutrs in () prucrtlrsrs are q�rarti, . anchors per side Neg-ttive Design Loads based cn Comparative Analysis (psf) ► ive Drsigm Loads based on Gass Table 35-E Positive Design Load based cn CaTParative Analysis (psf) Positive D Loads baud of \\Stet Test Pressure. Aln)xr of anchors per \\irxiow Size Arxhors at 6' from each corner & Mac 24" thereafter. Gass Table 35-E NIA/MUM DP . NOT. inters in 0 Inrnrtlxses are cu+rxity of anchors per side. Nbgativt Deign Loads based on Comparative Analysis (psi) N: tine lesign Lords based on Gass Table 35-E Positive Design Lords based on Comparative Analysis (psi) Positive Design Loads based on \\Styr Test Presare I Luber of andias per Window Sze. Archors at 6' from each corner &Mac 24" thereafter. 5nm Glass Table 35-E Mr1XL \lUM DP Y/ 110 Vood Screw • •c4. A • • • A p • • A • • A • • 1.250 MIN. 11 1 1 1 •A A • A • • 2' by Vood Buck .2500 by Wood Buck .2500 R..is;orrs: leol.riot Drawn Eiy: R.S. Rrwisoct Scots: vendee No.: Date: 10/24/96 Dot.: /progressive :LA SS technd0gy Oosai/icolion: Prod. Category: oesai albrt S•r;es///oceet 1 Rama I Sheet: 1 a 1 N.O.A. #96- 0409.04 FTL -1380 P.O. BOX 1529 NOKOMIS FL. 34274 B I FTL - 1.380 -- 1 I APPROVED AS COMPLYING yil • SOUTH FLORIDA BUILDING CODE DAT 1 BY ,7ir *'L./ PRODUCI ''NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C IA -6 . 6/4 •J / • J J/ • METRO -D DE J (J. J• J000,1 PROD( I CONTROL ROL NO I ICE OF ACCEPTANCE MIAMI. FLORIDA 33130.1583 (305) 375.2901 FAX (305) 375.290E1 Oath: Metals Corporation 20U NAV. 22 Street Miami FL 33127 - .1811 Acceptance No.:96- 1216.01 L xpires:U8 /28/00 Approved:08 /28/97 /024 JW Interne) mall address: postmas1.r bulldingcedeonlIns,com IL. I METROPOLITAN DADE COUNTY, FLORIDA MCTRO•DADE FLAGLER BUILDING UUILDINQ CODE COMPLIANCE OFFICE MET)1O.OAOE FLAGLER SUILOINO 1.10 WEST FLAGLER S'IrIEET, SUITE: 1603 PRODUCT CONTROL DIVISION (305)375.2902 FAX (305) 372.6339 Your application 1'Iroduct Approval of: S?rrc's 31100 A/NN►in►►n► Fived Window - impact unttcr Chapter S or the t 1c(ropolitan Dadc County Code governing the' use of Alternate fvJn crials And Types or comb ucliun. ,iu(1 completely described in the plans, specitic:atiorts and calculation 1 fis submitted by: et pplic'unl, 'along ;rill/ Drawing No. 003, ,Sheets 1 will 2 of 2. (For listing, sere Scelivn .1 o) this Notice of ,(ccv'plu qec'J has been recommended For acceptance by the Building Code Compliance office. to be used in Dndc C'ourtty, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions 011 page 3. This approval shall not be valid after the expiration date stated below. The Office of Compliance reserves the right to secure this product or material at anytime From st jobsite or manufacturer's plan for quality control testing. 11 this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any antrtncndmcnts to the South Florida Building Code be enacted uflcclin this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Codc Compliance Office that this product or material litils to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodfiguez Product Control Supervisor 'fills IS TILE COVERSIILET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application Fur Product Approval has been reviewed by the Metropolitan Dadc County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions sct forth above. (1uif1cs t► Inger, Director Building Codc Compliance Dept. lvfciropolitan Dade County Humepage: http : / /www.buildIn9codeonllnI.com r 09,03 /1997 113: 54 3A557313663 ......� ••11. .11wI1 NOTICE OF ACCEPTANCE: SPECIFIC COVU1i'IONS 2 L4-.1.'k AL' L1:1`1 ANcE. N U.: APPROVED EXI'11UES F'Aui: �! 96- 1216.01 AUG 2 8 1997 11UG 2 e 2000 I. DESCRIPTION OF UNIT 1.1 This approves a fixed aluminum window designed to comply with tlpe South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure rcduircipents, ns determined by ASCE 7-88 "Minimum Design Loads for ttuilding and Other Structures ", do not ciceed the Design Pressure IZating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation: Series 30110 Aluminum Fixed Window - Impact 1.3 Overall Size: 1.3.1 8' 0" (96 ") wide x 4' 0" (48 ") high x 2" deep - for 1/4" Lc'.vois!glazinb. 1.3.2 5' 0" (60 ") wide x 5' 0" (60 ") high x 2" deep - lbr 3/16" arrnerilcd Sentryglas. 1.4 Configuration: 0 1.5 No. Sc Size of Panels: Otte fixed panel same size us overall size. 2. MA'T'ERIAL CIIARACTERIS ICS 2.1 Frame and Sash Material: Extruded Aluminum alloy 6063 2.2 Glazing 2.2.1 Glazing Material: 2.2.1,1 Singld Lite, 1/4" GE Lexan MR7 clear polycarbonatc. OR 2.2.1.2 Single Lite, 3/16" annealed with Dupont Sentryg /us 47S composite film laminated by Romeo 2.2.1.2 Single Lite, 3/16" tempered with Dupont Sentryglus 47S con posite filth laminated by Boning 2.2.2 Gl :izing Method: 2.2.2.1 Exterior glazed, with 3/4" glazing penetration, using 3 - 11'1 1 /8'' x 3/8" double face glazing • tape and GESillproof 2000 silicone adhesive bedding at exterior and;interior. A .900" ext. /.5625" high int. face x 1.125" deep x .062" wall extruded aluminum glazing bead (Part # D- 3000 -3A) attached to frame using f112 x l" 1 SMS spaced at 6" from corners and the rest at 12" o.c. max. 2.2.2.2 Exterior glazed, with 7/8" glazing penetration, using 3 - ,it I /8 "!x 3/8" double face glazing tape and DowCorn /ng 899 silicone adhesive bedding at cxtcriorand Interior. A .900" ext. /.5625" (sigh int. face x 1.125" deep x.062" wall extruded aluminum glazing bead (Part # D- 3000 -3A) attached to frame using #12 x 1" FI-I SMS spaced at 6" from corners and the rest at 12" o.c. max. 2.2.3 Dayliglrl Opcuing: 2.2.3.1 92" wide x 44" high. 2.2.3.2 56 -1/8" wide x 56 -1/8" high, 2.3 Panel Construction: None 2.4 Frnrrne - Construrition: 2.4.1 PERIMETER / HEADER / SILT, & JAMB: Consists of an.cxtrt ded aluminum flanged solid 0.715" exterior /.581" interior lace x 2.000" deep, .062" thick wall thiCkncss (l'art iY 0- 3000 -1) subliaine member and an extruded aluminum flanged solid 0.700" exterior /I.125" interior face x 2.000" deep, .062" thick wall thickness (I'art t1 0- 3000 -2) frame member that lits into the subfrainc. An extruded aluminum .900" ext./.5625" high int. lace x 1.1 " de 'p ,c .062" iickness glazing Man el Perez, P.Is. - Pla rxamincr 11 I'rod Control Division vane: Ictat t.sorpuratiun NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS bead (i'hrt U 1)- 3000 -3A) i:: then attached to frame using 1112 x I" F11 SMS spaced nl 6" from corners and the rest at 12" o.c. nmx. 2.4.2 CORNER CONSTRUCTION: Mitered joint construction with frame corners spot welded 2.5 Wentlter-striplim None 2.6Ifartlw,tre: Nunc 2.7 Weepbolcs: None 2.8 Muutins: Only n surtitee applied false muntin (Part 11 0- 3000 -4) gridwcfrk is allowed. 2.9 Reinforcement: None 2.10 Additional information: Flange type frame. 2.11 Scal:1nls and P;eds: The frank corners, installation fasteners, glazing head ends and perimeter of frame to subframc are scaled with Schnee- Afore /read Acry/ -R white colored sealant. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. 3.2 For Design Pressure Rating vs. Window Size and Glazing Option, see corresponding Comparative Analysis 'Cables listed in Section 9. 4. INSTALLATION: 4.1 Screws and Method of Attachment 4.1 Subframc Anchors: PERIMETER III:AD / SILI. / JAMBS: 3/16" x 2 -1/4" Tapcons attaching aluminum subframe to 2x wood buck OR thru lx wood buck and into masonry, spaced at 6" from each frame corner and the rest at 12" o.c. maximum. Minimum embedment of I -1/4" into v'ood or masonry 4.2 Frame Anchors: PERIMETER I LEAD / SILL. / JAMBS: 1/ 12 x 1-1/4" SMS attaching aluminum frame to aluminum subframe, spaced 4" from each frame corner and 18" o.c. Maximum. Note: Please see note /111, Page 3 4.2 Limit shim space to a maximum of 1/4 ". 4.3 Anchorage ofthe window shall be to concrete, masonry and /or wood!framing and shall consist of only those anchors specified in this Notice of Acceptance . Substitutiion of anchor type or indicated embedment is unacceptable. 4.4 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered. compatible shall be properly protected. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". -2a ACCLP 1'ANC1i. Nu.: 96- 1216.01 A1'I'RovED : AUG 2 8 1 EXPIRES : AU6 2 9 2000 M;tnu Perez, P.E. - Plans Produ• Control Division finer 11 Ihtde• iN1t:•laI,(.'orpor:rlion NOTICE OF ACCEPTANCE: SPECIFIC C()rI)I't'IONS 6. t I,` E 6.1 i \pplientiun for building perirtil shall be accompanied try two et►pic ot'the following: 6.1.1 This Notice of Acecpl, 6.1.2 Completely dintcnsiculed drawing showing size and localion, lincluding height above grade of opening to receive window, mean roof height, length and width of building. 6.2 'I Building Official shall ensure the adequacy of window to met Ole pressure requirement of the opening in which it is to be installed, 6.3 Note: The installation of this Unit will 1101 require a hurricustc pf utcctiVc system. 7. '1'1' ;S'1:S: 7.1 TESTS PERFORMED: ): RI SULTS: TEST TEST' LOADS 1 DESIGN LOADS Fur window with I /•I " :GE Levan MR7glazing AIR INFILTRATION C2 1.57 PSF sruC PA 202 -94 (0.15 CrM /FT') UNIFORM STATIC PRESSURE (DESRIN LOAD) si uc PA 202.94 POSITIVE (1/4" Lvxin) UNIFORM S'T'ATIC PRESSURE (DESIUN LOAD) SFUC I'A 202.94 NEGATIVE (1/4" Lesan) WATER RESISTANCE (PSF) SI'13C: 202 -94 UNIFORM STAVI IC PRESSURE (FULI,'I'I;ST LOAD) SFUC I'A 202 -94 POSITIVE. UNIFORM STATIC PRESSURE (FULL TEST LOAD) SFOC PA 202-94 NEGATIVE FORCED- ENTRY RESIS'T'ANCE (FER) SrLC 3603.2(b)(5) LARGE MISSILE IMPACT TEST SFUC PA 201.94 CYCLIC WIND PRESSURE TEST SFt3C I'A 203 -94 POSI'T'IVE (4,500 cycles) CYCLIC WINI) PRESSURE TEST W1 PA 203-94 NtOTIVE (4,500 cycles) Design Pressure Ruling (Positive) Design Pressure tinting (Negative) -2b ACCE1' 1 AN(r'E Nu.: 90-1216.01 APPROVED AUG 2 8 1997 LXPIR1�.$ ! AUG 2 8 2000 0.06 CFM /t''1'' Fri. -1506 +66.0 PSI' FTL -1506 -66.0 I'StV FTL -1506 4-10.0 PSI: FTL- I sod +99.0 I'S R FM- 1506 -99.0 PSF FTL -1506 Nut Required SATISFACTORY 1:11- 150( +66.0 PSIS FTL• 1501, -66.0 PSF 1 1'L -15U6 Mang I'roduc, • 1 +66.0 PSF FTL- I S06 -66.0 PSF FM -1306 +66.0. I'SF -66.0 PSF ercz. P.E. Plans ontrol Division +66.0 PSF FTL- 1506 -6.0 PSF FTL -1506 +66.7 PSF FTL -1306 +66.0 PSI' FTL -1 SAG .66.0 PSF FTL - 1506 For Design Pret%orc hating vs. Window Size, sec "Design Load Calraclly" Table In Dwg. No. 003, Sheet 1 el. nuncr 11 69/ "63/1997 10: 54 • 3055730663 ;lade •111cial tortIUraliott AIR INFILTRATION () 1.57 PSF SFI3C PA 202.94 (0.15 CI'MUI'T') NOTICE, OF ACCEPTANCE: 7. '1'1;S7'S: continued 7,2 'PESTS P10(1 • TEST Fur window with 3 /16" annealed !)pout Senhpglus glazing UNIFORM S'T'ATIC PRESSURE (DESIGN LOAD) SI'13C PA 202.94 POSITIVE (3/16" annealed Piping Sentrpila%) UNIFORM S'I'A'I'IC PRESSURE (DESIGN LOAD) SF(IC I'A 202.94 NI GA'i'IVf (3/16" annealed ihrynn.1 Sentryglrr.r) WA'I'1 R IU SIS'I'ANCE (PSI') SFIUC 202 -94 UNIFORM STATIC PRESSURE (FULL TEST LOAD) sruc PA 202 -94 POsrrivE UNirOKM STATIC PRESSURE: (FULL 'nisi - LOAD) SFDC PA 202 -94 NEGATIVE FORCED-ENTRY RESISTANCE O'ER) sI11C 3603.2(b)(5) LARGE MISSILE IMPACT TEST sruc PA 201.94 Design Pressure Rating (Positive) CYCLIC WIN;) PRESSURE TEST SI'13C PA 203.94 POSITIVE (4,500 cycles) CYCLIC WIND PRESSURE TEST SrI3C PA 203.94 NEGATIVE (4,500 cycles) Design Pressure ;tilling (Ncgntive) -2c- LOGE METAL`-' ACCEPTANCE No.: RESULTS: APPROVED EXPIRES SPECIFIC CONDITIONS 0.04 CFM /ItT Fi L -1381 +46.1 PSI' I -1387 -61.8 PSI' 1"1'L -1387 +15.0 PSI' rTL- 1 387 +75,0 PSF r•TL -1387 -80.0 l'SF I'l'l.• 1 387 Not Required SATISFACTORY r'1'L -1578 +62.0 PSI; rTL -153 $ -62.0 PSI' rTL• 1 538 Nlanu• I'trez, P.E. Plans l'rodu.. ontroi Division F';;(E 06 96- 1216.01 AUG 2 81997 AUG 2 8 2000 DESIGN LOADS +46.1 PSF F1'L -1387 .61.8 PSF FTL -1387 +100.0 PSF FTL- 1 387 +50.0 PSF FTL-1387 -53,3 PSF FTL- 1387 +62.0 PSF FTI. -1538 -62.0 PSF FT'L- I $38 +46.1 PSF -55.3 I'SN Fur Design Pressure Rating vs. Window Size, sec "Design Load Capacity" 'fable In UIvg. Nu, 003, Sheet 2 or 2. rner 1! 1• , 1.. 1 ML Ii:l(ie t‘ l 011 ACCEPTANCE No 96- 1216.01 NOTICE OF ACCEI''l'ANC:E: APPROVED EXPIRES SPECIFIC CONDITIONS : AUG? 8 1997 Mg 2 8 2000 8. EVIDENCE SUBMITTED t3. Tests: 8.1.1 Test report un ; 1) Air Infiltration Test, per PA 202 -94 2) Unitb •ni Static Air Pressure Test, Loading per PA 202 -tt4 3) Water Resistance Tcst, per I'A 202 -94 • 4) Large Missile (Impact lest, SI'UC PA 201 - 5) Cyclic Loading Test, per SFBC PA 203 -94 'along wily installation diagram of a "Series 3000 Aluminum Fixed Window" with 1/4" GE Lawn iLU(7 polyctubonatc glazing, prepared by Fenestration 'Testing Laboratory, Inc., Report.No. I1'1..- 1506, dated November 13, 1996, signed and scaled by Gilbert; Diamond, P.E. 8.1.2 'Test report on : I) Air Infiltration Test, per 1'A 202 -94 2) Uniform Static Air Pressure Test, Loading per 1'A 202 -94 3) Water Resistance 'Pest, per PA 202 - 94 along with installation diagram of a "Scries 3000 Aluminum Fixed Window" with 3/16" annealed Dupont Sentryglas, prepared by Fenestration Testing Laboratory, In0., Report No. FTL -1387, dcitcc'• February 23, 1996, signed and sealed by Gilbert Diamond, P.G. 8.1.3 Tcst report on : 4) Large Missile Impact Tcst, SFBC PA 201 -94 5) Cyclic Loading "Test, per SFBC PA 203 -94 along with installation diagram of u "Series 3000 Aluminum Fixed Window" with 3/16" annealed Dupont Sentryglas, preparcJ by Fenestration Testing Laboratory, Inc., Report No. FTL -1538, data, December 3, 1996, signed rind sealed by Gilbert Diamond, P.E. 8.2 • Drawings: 8.2.1 Manufacturer's die drawings and Test Unit drawings No.: 001,; dated 12/6/96, No. 002 doted 12/6/96, revised 1/30/97 and No. 003 dated 2/23/96, revised 1/30/97 by Dade Metals Corporation 8.2.2 Drawing No. 003, Sheets I and 2 of 2, "Series 3000 Aluminum Fixed Window - Impact Resistant ", Dade lvletals Corporation, dated 5/21/97, prepared by manufacturer, signed and sealed by K.A. Whitfield, P.E. 8.3 Calculations: 8.3.1 Comparative Analysis and Anchor Calculations, dated 12/3/96, prepared by Applied 1. nginecring Concepts, signed and sealed K.A. Whitfield, P.E. 9. COMPARATIVE ANALYSIS: For Design Load vs. Window Size for 1,14" Levan or 3116" Dupont Seatryglas Glazing Options, sec corresponding "Design Load Capacity" table on attached Drawing No. 003, Sheet l of 2 and Shect 2 of 2 respectively, bearing the Dade County Product Control approval stamp. 10. TYPICAL ELEVATION: For typical elevation and cross sections see attached Drawing No. 003, Sheets 1 and 2 of 2, bearing the Dade County Product Control approval stamp.. _ d /A. . Mont 1 rez, ('.E, - Plan`r a:tuner 11 Produ ontrol Division - 2d - • , • -09/ 0 3/ 1597 • 100:54' 3055730663 I.!ADE METALS END OF TIIIS ACCEPTANCE •3• F'AGE 08 ACCEIr I'ANCE Nu.: 96- I216.0I APPROVED : {O 2 8 1997 Exrui:s : AUG 2 8 2000 NO1'It'I•: OF ACCEPTANCE S I'ANI)Altl) CONDI'T'IONS Renewal ut ' this Accept :u►ce (approval) shall be considered after a +et►c■nl l pl►entiuu has been filed and the origin/II sulmiillctl documents, incluJinl; test supput ling data, engineering documents, are no older than eight (8) years. 2. Any and all :Ippruvcd products shall bc permanently labeled with the manulactuier's name, city, state, and the followir statement: "bade County I'rodnta Control Approval ", or as specifically stated in the specific conditions of this Acceptance. • 3, ltencw:►Is, t 1' Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product nn».l the pIuduct is not in compliance with the code char►);cs; b) The product is nu longer the sante product (identieul) as the one originally approved; c) 1l' Ole Acceptance holder has not complied with all the requirements of this acceptance, including the cturt•,a installation oldie product; d) The engineer who originally prepared, signed and scaled the rcquircd;duco initially submitted. is nu longer practicing the engineering profession. '1. Any revision ur change in the materials, use, and/or manufacture of the product or process shall automatically be cause fur termination of this Acceptance, unless prior written approval has been requesticd (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any oldie following shell also be grounds for removal of this Acceptance: sr) Unsatisfactory perfor of this product or process; b) Misuse adds Acceptance as an endorsement army product, fur sale!!, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the wurds Dade County, Florida. and fullo■vcd by the expiration date may be displayed in advertising literature. irony portion oldie Notice of Acceptance is displayed, then it shall be don.. in its entirety. 7. A copy adds Acceptance as well as approved drawings and other documents. at lire it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available fur inspection nt the job site at all time. The copies need nut be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for terminntit$a and rentovnl of Acceptance. 9, This Acceptance contains pages 1, 2, 2(a) through 2(d) and this lest page 3. Items 10, 11 & 12 listed below only apply ivienccd products rind doot•s 10. Unless speeilically indicated in the Acceptance (approval), this unit is approved as'a single unit installation. for multiple installation of this unit, a separate Acceptance for mullions is required Iropt the Product Control Section. 1 1. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Nptico of Acceptance. The spacing p( fasteners in all other parts of the frame, shall bc as indicated in Section 4 of this Ncl'tico of Acceptance, but in no case shall exceed 24" on center, The first fastener shall be located nt a mnximurn of 6" from each comer and mullion or stile. Fastener shall fully penetrate the buck, which shall be the stnne lira: ns the one tested with the unit. No wood or Plastic shields or pins shall bc used for anchoring. t i. 12, 1 tardware li►r all windows and duets shall conform to Security and Forced Entry rteventiun, Chnptcr 36 of the South Florida Bonding Code. s Menu Pere,:. P.C. - Plans G ,+finer 1. Vroduc ontrol Division Signature of owner and/or Condo President 0 V Po _ BERNICE SCHE t Z y•• CC hTi l Not.t•• •t_. .'� rS P 4■41.8 r dent My Commission xpires: APPROVED: Zoning Mechanical ; r: r r • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r , Date Job Address ID '7d *8"V 57 Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant PAM 4" 340 /C /✓EGS Master Permit # 1 4 1 1031 Owner's Address Phone Contracting Co. / 6OI' C. O/VS 11 Oc iaN Address /f-(8 NE /0 "fve. Qualifier /9001,00G Ph< GO ODAM/J^/ SS# gar Goa $4443 State it CGC 01//42 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /l l &dd1 - 60 I - I W Gt1 GV /d!a'dr s.- E)c / Ffo, es d . Zo vr/v� �� an 69 e m5 0/Y) Square Ft. j 51 ' Estimated Cost (value) 91-30,00.0.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. / / /9 ? Date Signature of Contraciof or Owner - Budder /211/9T # BERNICE SCHELt. � ts COMMISSION # CC 712260 Date Notary ag4 =;;, j I ctdt 61R j t My COMIlittilOnXpireMIC BONDING CO., INC. FEES: PERMIT 0. RADON S C.C.F. 1%, NOTARY /// /q7 Date /a //0 /g5' Date BOND ,3 ©d TOTAL DUE I r 3 3 7 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 6. Lender's name and address: • NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: o, a• THE UNDERSIGNED hereby gives notice that improvements will be made to certain real roe - p p rty, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: P1- 01 2f i P CJ km - ,1/5 - p6 w-/00 re. 2. Description of improvement: EX "6 L I V/ A/6 / ? 0/141 Gs 64/ // /04/gZ /070 N 9 J Signature of Owner Print Owners Name 64 /W //C/'5 Sworn to and subscribed before me this 7 day of ■ AOI BERNICE SCHELt z . , • COMMISSION Not �Ia _; CC 7122• pT � BONDED TMRU Print Nelky s r�i i mtiC BONDING CO., INC. My Commission Expires: // 013 Oc i6 4. Contractor's name and address: / 6e0/?) (7/1J5 it U(7 /0/ / 9.0 ( M6 /0 A/6 /Vo 4/1-00 6F�r,eei/ p 33/79 5. Surety:(Payment bond required by owner from contractor, if an c t v FLORIDA, 13 COUNTY Oro ap Name and address: Amount of bond $ G° in is ori,co on • tRS KJ.yAlESS my HARVEY //./!m/ gees' A 19 and a'!kid Soo'. o¢.) suit and County Cc r 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: L A a-02 y cle4 5 A/ /94, 6doe No /11 /Q/'i fta /C_ 3 g/7C/ 8. In addition to himself, Owner designates the following person(s) to receive a copy of the L Tenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) ,199 . Prepared by: 4!_'>/_ giev Address: /9W ' 'v�� D, !v�/t�' / a✓ 3//9. J MIAMI SHORES VILLAGE BUILDING AND ZONING JEPA_RTMET_ 10050 N. E. 2nd ?,VENUE 2h. (305) 795 -2204 FAX: (305) 7`_i -:972 BUILDING PERMIT /CONTRACTORS REGISTRATION cammIsr Copy of STATE OF FLORIDA CERTIFDCATION (DPER) ;;r STATE REGISTRATION AND DADE C7OUNTY COMPETENCY LICENSE. Copy of gent OCCJPATIONAL LICENSE from county or :nunicizality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village). Certificate of Insurance for WORKER'S COMP (addressed to M_iam? ShoresVillage) or if exempt State of Florida LES Form BQ1 -204, Construction izdustry Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED D OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must to on plans and permit application. All plans must include folio number and property address. Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sealed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). 7 Two sets of energy calculations. Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee Flood Elevation Two sets of signed & sealed Truss Plans (Engineer). ___- DADE Co to of Florida Products Approvals for roof heds indows xterior /garage doors, aluminum carports, s enclosures, s utters awnings, skylights, french doors d etc. 1 tiV — � Approvals from) � , DADE County Impact Fee Section, Fire Health De•. •„- t (when applicable). DERM mater' .. Coen t & FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION 'FORM 600B -97 Residential Component Prescriptive Method B SOUTH 7 :71 Department of Community Affairs w/IrUYirFTsa oOldi set rtwadr�fbwee aim rM� ew p �r 1r4s �1 Ie _ ` �e Y b bhp. al BMW es r1 Tab t ;1dtr boa As imam RAM r marl ydM..dNoq..1wtwhiruselfw "ixa. r. bile r. eeet wept dais aided. dl ewe =der ease mem led plwi PROJECT NAME: AND ADDRESS: BUILDER: MARLBORO CONSTRUCTION CLIMATE ZONE: PERMITTING OFFICE: MICHELS RESIDENCE ,Qp70 92nd Strgg Miami N.J hores. FL 33138 OWNER: heir la: ■11111111 OH aamcrrorm moo. munri GBIERAL 011111,1015 1. aaleda taeidgel alias vide Yottprale asy t es bsrsm m al dewily wig deb wise sled art mils isle saintly m ii a•slsd s, ardeipsa lbw aasweki rod pa 2. door amdMwaw*wwapew •A Iheeper hew Tits 1111-1 Wealth ya Modes aoglydif a. Coils. deb tr Wee d Ile piddle you hoe dew. I. FS d 1 r moth ems dfr'ra r bdiet aim as Told a r i l d i is I a r m o / m w*del Arne b bdaeraar mm W aped be sew dike idle POP leer 4 OswyYs pp 1 reel m is b Mahle aides Yl mia L M d true � U be AI WNW Talc lit and dock es* Yob lddf year Mew amply ease d'Weebb We S. _ _ - - _ - g deWenofpp l.Tr e s ow% gat end ides aro wed ibis tin. Please Print CK 1. Comm pliance package chose (A-F) 2. New Cartructbn or Addition 3. Single fem4y Method or Mullfanily attached. 4. If ■Wtifemily -No. of units covered by this submission. 5. Is this a worst case? ( yes / no ) 8. Conditioned floor area (aq. ft ) 7. Predominant eays overhang (ft ) 8. Glass type and area: a. Clear glass b. Tkrt, f im or solar screen 9. Percentebe of glass to floor area 10. Floor type, area or perimeter, and Insulation: a. Slab on grade (R- value) b. Wood, raised (R -Value) c. Wood, convnon (R- value) d. Concrete, raised (R- value) e. Concrete, common (R- veIus) 11. Wall type, area and insulation: a. Exterior 1. Masonry (insulation R Value) 2. Wood frame (Insulation R Value) b. Adjacent 1. Masonry (Insulation R- Value) 2. Wood frame (Insulation R- Value) 12. Ceiling type, area and Insulation: a. Under attic (insulation R Value) b. Single assembly (Insulation R- Value) 13. Air Distribution System: Dud Insulation, location 14. Cooling System: ( Types wand, room unit, package t antral AC, gas, role ) 15. Heating System: ( Type he pump, eiec strip, nag e, LPgas, gas h.p., room or PUL, none ) LPgas, sour, herd rec., ded.heat pump, other, none ) Mw plw and spddolm cooed Wile €io6Moe are In compere site the Moira paw i palled= sawed y the Modem betas legal see the Rs* bswC a Oise osaAsd)sa o wgiebd. tlr YeYr dl M weed FS adds 10 19/9 8 rwasaapftemisaemeineesd) pmEpARED By; MAIM M haft a GEORGE M Witte %lnet DATE: OWNER AGENT: DATE BUIIDWO Of FICNL 1. D 2. ADDITION 3. S.F. DETACHED 4. 5. YES 6. 1045 S.F. 7. 3 FEET Single Pane Double Pane 8e. aq.tt eq.R. 8b. 202 aq.ft aq.ft 9. 19.3 % 106. R= 0 51 yn.tt. 10b. R= eq.ft 10c. R= sq.ft. 10d. Rm sq.R 10e. Rs 11.41 R 5 510 eq.R 11-x2 R= eq.ft 11 -b1 R= eq.ft 11-b2 R= aq.ft• 12a Ra 30 491 sq.ft. 12b R= sq.it. 13 Rol 6 COND. 14a. Type: CENTRAL SPLIT 14b. SEERIEER: 14.7 SEER 14c. Capacity: 22.430 BTU SEN 15e. Type: Fl FC_ STRIP 1tl'b. HSPFICCOP /AFUE: 15c. Capagy: 5 KW 18e. Type: EXISTING 18b. EF: I COMPONENTS PACKAGES FOR NEW CONSTRUCTION A B C ■ E F SSY10 Ma %d�r Raw ls 15% 15% 20% 20% 25% 25% Reamed Lighting Do= Do Oar (DC) S OW (SC SIVe Ili (ST) Orgle1lot (ST) Double The (01) Double Tit (DT) 01E#MII 1' -0' 2-0" 7-0" 70 7-0' 7•' ST1VM III�90NRI► EXTERIOR AND COMMON ADJACENT MASON MASONRY W 14 WALLS R4 SIDE. 812.1 covers (unapt solar heated Nan•oammemief pools must haw a ' S 1 pools mint lave aw pump noon. G es spa 6 pool heelers mot have a minimum dumb= eRldenoy d 78 %. 11000 RAMS EXTER OR, ADJACENT, ' COMMON WOOD FRAME WALLS R•11 CEILINGS CEILINGS UNDER ATTIC R40 F - • • • ••• (LINOS R-11 (NO SINGLE ASSEMBL • ICINGS • • a SaoOIJ Sieb -Caiee le R-0 Rid Wood 1411 (OILY STEN W CONSTSIJCNON • : • um ROME 8) Rid On= ; 4 RCS R4 R-6 R-0 COND. R4 R-0 MAE COOLIE (S®t) 10.5 12.0 10.5 ++ 12.0 12.0 10.0' 1V3H Beek STRIP STRIP STRIP I STRIP STRIP STRIP as101( ARE) MINIMUM OF .73 a ' - Heu81p) or . (Central) IK3ISAS a31VM ±OH Vi EF .90 EF .90 ( m EF .110 EF .AO NOT sawn 0r i 01" MINIMUM EF OF .84 Olar My of the followAnp are allowed: dedicated heat pump, heat recovery unit or solar system. TABLE 118-2 I MINIMUM REQUIREMENTS FOR ALL PACKAGES COMPONENTS SECTION REQUIREMENTS CHECK Exterior Joints & Credal 606.1 806.1 To be calked, gestated, waedter4bIPpsd or dherwl•• sealed. Mnt..9 dMN•q.1t. window area; .5 dmisq.R door area. X X Bawler Windows 6 Doors Sob A T • • Plies 806.1 Sob • and • • . • . • • • d edwbr wds must be sealed. COMM R = Reamed Lighting 606.1 Type IC read with no penstrelons • ellemettves Mooed). X Muir- iv Houses 606.1 At berlar on paitnslsr of floor away between lime. ff= EXISTING Exhaust Fans 808.1 dew%, except for combudbn Exhaust fans varied to urtoordlrar space shall have mp debase with Integral oda= ductwork. Rik • Wal•r Heists 812.1 Camay wen orkiency requironienta In Ts= 5-1Z= Batch or Ossify rooked circuit breaker ae or cutoff (pas) must be provided. Extamal or bull-in htaat required. r 8wknmkp Pools & Soo 812.1 covers (unapt solar heated Nan•oammemief pools must haw a ' S 1 pools mint lave aw pump noon. G es spa 6 pool heelers mot have a minimum dumb= eRldenoy d 78 %. Hot Water Pipes 812.1 Insubtlon Is required br hot way *coating tlyseenes (bckudlrtp heart recovery unite). — Shower Heads 612.1 Wear lbw must be rsalrloted to no more then 2.5 palmy per mimic at 60 PSIG. HVAC Duct Construction, k1M/atlon insteletion 610.1 MI ducts, fitlnps, madte icet ecsapmsnt and plenum clamber anal be =choic•y attsrhed, ettaled, insuleled and =bled In accordance wlrt to tonsils of Seddon 810.1. Ducts In ae m must be knustsd to a =Morn of R. At tondos did not be kidded In slice =see In madwtl©sl dossts. X HVAC Colrain 807.1 Sou really aooes=ble mew= or submit lhsmxostet tor each system. x TO BE INSTALLED 19.3 s °L'El%® ►: DT E:1 3' -O" FEET ER: R= 5 AOk R= COft R= ER: R= ADk R = OM R = UN= ATTll R= Q_ COMM R = R- • R= R= R= 6 COND. VA S®1= 14.7 COP = ARE _ ff= EXISTING E°= GIP. 0 E' = Rik • SOLAR p EF = TABLE 88-1 MINIMUM REQUIREMENTS Climb zones 7 6 9 • Sae pedalo axle *owe S®19.7 " * a r dlelerdee tor guard de ek hot +tiler sakes apply b 40 glen oar lutes. Raab TOO 6-12 for alisur Code M suds tr do= het es s ad alter i. •011tal OF soled COMM W m Pose Mhos Is Hoar No Pas pe_Is Oohed beiaiefsOil d/a• awes SFrMlaairr/Mwa °Woo n.essioo Ile Ammo Orvas«atl! Meek «a e«loalti .e r. Ins ofbe/e. Al/.s ski Ss Wet ane .reeSaftl=att+.FsseIdl.ph oft ems rewr evape.— t) ION sOs plisd eta Wm n idwrte Yew aim Aesa ei, Sibs r Nor bridle leans The Mein Word rapend >r Mir smrFWs heifer hod aW Is fie rrdwl ow*srls et Os eel d-- ere The 011 i• etre doled hide rrsdi slid r be WOW Y it alrieea %mar meanies en Ire ws•de aerial t•sdw M s sill hdhlw ____ me_•ede mob air sloe tr. •_____ let o nsbol owe IOW omom eolnwo b sailhod spool= avarle riadarnbstsprs Alec Ibbospei boo d in albs Wilke so earlobe IINd area des sled lei mien air it reies plod se On blur sdr w awrtrt• sa. mop tledteda l Inds •osor MON art r dole asst le WOW sal tea aserresl spaa; Id Mb OOPS Oil es load se M asbtlMd ails of Is lttaklsa Ieas Y seelbeel spins so tpOls al Of PIM*. 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(3c) DATE: (2- 7 1 /5Ar BY: 7M - I e I ; 11> J 25 3 5 35 35' 92 nd ST. LOCATION MAP SGA� : 1.1= 8S' SKETCH OF SURVEY SURVEY of Lot 5, of "PLAT OF REPPENHAGEN'S "Q ", according to the Plat thereof recorded in Plat Book 41 at Page 100 of the Public Records of Dade County, Florida, being situated in the Village of Miami Shores. ORDER NO. 9053 SCALE: As shown FIELD BOOK No. 354, Pge.56 DATE: March 15, 1988 WE HEREBY CERTIFY: that the attached SKETCH OF SURVEY is true and correct to the best of our knowledge and belief as surveyed and platted under our direction in March, 1988. We further certify that this survey complies with the Minimum Technical Standards for Land Surveying in the State of Florida, Chapter 472, of Florida . Statutes. A. R. TOUSSAINT & ASSOCIATES INC. LAND SURVEYORS 620 N.E. 126 Street, North Miami, Florida By �}- c. V. Pres. HOWARD C. GAMBLE Registered Land Surveyor No. 1683 STATE OF FLORIDA SURVEYOR'S NOTE: Elevations shown hereon refer to the National Geodetic Vertical Datum of 1929, Mean Sea Level. N • 0 0 X H L1 W td m ) 0 0 m 0 0w O 0 U In » N W O $4 N M O X Z= a • z 0 N N U') o • N c1• I-4 CT rn ..ri 0 •ri U J~ � 0 u •• .. p O4 W uo E• g w O W .., C.) el Z rn g o 0 cp z Hz oa oz w w VD. P. R. M. SET DR ILL' }.4OLC -0 0 - k W IrZE FEN 92' R i v � •= SKETCH OF SURVEY =• SCAL -E : 1 20 o. Q eb- f N / m l u N SET P)PE This safety alert symbol is used to attract your attention) PERSONAL SAFETY IS INVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. A CAUTION: A CAUTION identifies safe operating practices or Indicates unsafe conditions that could result in personal Injury or damage to structures. 1-H1B -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES® It is the responsibility of the installer (builder. building contractor. licensed contraclo�rr erector or erection contractor) to properly receive. unload. store. amtt talI and brace metal plate connected wood trusses to protect Ifte and oroperry.1 he installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect's or Engineer's design specification for handling, Installing and bracing wood trusses for a particular root or loor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- A vised to obtain and read the entire booklet 'Com- mentary and Recommendations for Handling, in- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91' from the Truss Plate Institute. A a' -to' a' -1o' I Trusses stored h orizonta ily should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding unto Installa- tion begins or lift bundled trusses by the bands. WARNING:. Do not use damaged trusses. I. .. TRUSS STORAGE CAUTION: Trusses should not A be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. Frame 1 A DANGER: A DANGER designates a condition . where failure to follow or heed warn- ing will most: likely: result in serious personal Injury or death or damage to structures. IA WAARn where fail RNING: ure to W follow i nstr u cti o ns NING describes could a conditio result in severe personal Injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'OnoTrio Dr. Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel In the wood truss industry, but must, due to the natured responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced In any form without written permission of the publisher. Printed in the United States of America. CAUTION: AU temporary bracing should be no less than 2x4 grade marked lumber. All connections A should be made with minimum of 2 -16d nails. All trusses assumed 2' on- center or less. All multi -ply trusses should be connected together In accor- dance with design drawings prior to installation. Trusses stored verticalty should be braced to prevent toppling or tipping. A DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on trusses which are Tying flat is extremely. dangerous and should be strictly prohibited. 1 WARNING: Do: not attach cables, +:chains,, or ■:'•hooks members q t;', '.� Tag Une Approximately Approximately Tag Ys truss length Ya truss length Line Truss spans less than 30'. Spreader 0171. i rligalP2M1 Toe in Approximately Y: to Yi truss len • h SpreaderBar Toe In Approximately 1:10 35 truss len r th Less than or equal to 60' Toe In r In Less than or equal to 60' Lifting devices should be connected to the truss top chord with a closed - loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength 10 carry the weight of the truss. Tag Une Tag Line ;MECHANICAL INSTALLATION Tag Une At or above mid- height Tag Une Approximately • Y to 3'. truss length Strongback/ SpreaderBar Approximately 10' 10' Vito Y. truss length Strongback/ SpreaderBar Greater than 60' Greater than 60' 10' A CAUTION: Temporary bracing shown in this summary sheet Is adequate for the Installation of trusses with similar configurations. Consult a registered professional engineer If a. different - bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB -89, and in some cases determine that a wider spacing is possible. GROUND BRACING:BUILDING INTERIOR (GROUND BRACING: BUILDING EXTERIOR Ground brace _-vertical (CUM Ise floor GBo - Top chord r / G To. Chord ' ' GBy CAUTION: Ground bracing required for all Installations. Frame 2 Typical vertical F fi � 3'/ ��anathmerrt /tom \�is�_.- '�•;'�_ -F �� /� / I ' I. Strut Backup � t (f' f � � f( ( ground p � , l l�/ 1 � stake Driven / i Typica h ortzontattk member with ground stakes L multiple stakes (HT) A Plan Blocking End Wall Side �t �. truss of bracer t of trusses +btsoe (EB) • . . . . . . . • . • • , . . . , . • . , • SPAN • . • • . MINIMUM . PITCH - .. . . ',. • • , , TOP CHORD • . LATERAL BRAcE. 1 SPACING(L130 ' :. . '.._;...;_,:SP/DP.• 8' , . . . . . TOP CHOFID ' .' . :' DIAGONAL BRACE SPACING (DB& ' : . t# filmiest.' .. 20 .S1 15 Up to 32' 4/12 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer Top chords that are laterally braced can buckle togetherandcauseeollapee &there isnodlago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. DF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces lapped at least trusses. 12 4 or greater Frame 3 OF - Douglas Flr-Larch HF - Hem-Fir All lateral braces lapped at least 2 trusses. „ „ - ,; • -.. • • Q . Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce-Plne-Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required PITCHED TRUSS I 1 A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top acerb, that are taleraily braced can buckle togetherand cause collapse if them isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS':, MINIMUM , ' PITCH , . DIFFERENCE •, • TOP CHORD. LATERAL BRACE SPACING(LI3t) ' DIAGONALBRACE SPACING (DBS) , - 1#'trussesr SP/OF SPF/HF • Up to 28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered protessional engineer Top chords that are laterally braced can buckle togetherandcauseeollapee &there isnodlago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. DF - Douglas Fir-Larch HF - Hem-Fir SP - Southern Pine SPF - Spruce-Pine-Fir All lateral braces lapped at least trusses. 12 4 or greater Frame 3 OF - Douglas Flr-Larch HF - Hem-Fir All lateral braces lapped at least 2 trusses. „ „ - ,; • -.. • • Q . Continuous Top Chord Lateral Brace Required SP - Southern Pine SPF - Spruce-Plne-Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required PITCHED TRUSS I 1 A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top acerb, that are taleraily braced can buckle togetherand cause collapse if them isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS':, SPAN • MINIMUM' PITCH - . .: BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM . DIAGONAL SPACING ... ve. trusses] SP /OF '. 'CHORD BRACE (DBS) • SPF /HF . 1.1p to 32' 4/12 15' 20 15 over 32' - 48' 4/12 15' 7 Over 48' - 60' 4/12 15' _10 6 4 Over 60' See a registered professional engineer 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. WEB MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 DF- Douglas Flr-Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CNORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. r =45 / MNI11111111111 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. A WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. WEB MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. Frame 4 DF- Douglas Flr-Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CNORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. SPAN '..'.. . MINIMUM DEPTH :' TOP CHORD :. i : LATERAL BRACE SPACING(!_BS) . ;: TOP CHORD :: DIAGONALBRAC SPACING,(D .. :[ #trus . SP/OF SPF /Hf: . Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. All lateral braces lapped at least two trusses. DF - Douglas Fir-Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 4x2 PARALLEL CHORD TRUSS:TOP CHORD : .I Top chords that are laterally braced can buckle togetherandcausecofape a it there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlinn are attached to the topside of the top chord. End diagonals are essential.fer . stability and must be duplicated on • both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 2x4/2x6 PARALLEL CHORD TRUSS .. ;. Top chords that ere laterally braced can buckle togetherand cause collapse itthcre is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached 10 the topside of the top chord. Frame 5 30 '(De Continuous —� Top Chord Lateral Brace Required ed 10' or Greate Attachment Required Attachment Required /f 30" or 1 . 2 greater WARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. Continuous Top Chord Lateral Brace Required —L 1 10' or Greater j 3 }< Trusses must have lum -. ber oriented in the hori- zontal directIbn to use this brace spacing. :SPAN • MINIMUM PITCH TOP CHORD LATERAL BRACE SPACINC(LBO TOP' CHORD: DIAGONAL BRACE SPACING (DBS) . ( #,trussesj . SP/DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer D(in)` D /50 . D(ft) : 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(irii L/200 L(ft) 200" 1" 16.7' 250' 1-1/4" 20.8' 300" 1-1/2" 25.0' L(Inj L/200' L(n): 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle tog ether and cause collapse If there Jana diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. MONO: TRUSS PLUMB Truss Depth Den) Maximum Misplacement SP - Southern Pine SPF - Spruce- Pine -Fir Lesser of D /50 or 2' Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. n qr ti 1 T ±y; 1 Tc t' /40 Frame 6 dNSTALLATIQN•TOLER L(In) / 12 i 13or /` greater Length L(In) 9• All lateral braces lapped at (east 2 trusses. Continuous Top Chord Lateral Brace y Required WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Lesser of 1/200 or 2" L(In) BOW .......................... OUT - OF - PLANE INSTALLATION TOLERANCES. Lesser of 1/200 or 2" DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. MAXIMUM OVERHANG GRADE OF LUMBER W /PLASTER W /OUT PLASTER 2X4 2X6 2X4 2X6 11 2 ND 19 SP 2' -10" 4' -2" 3' -3" 4' -8" # 2 D 19 SP 3' -0" 4' -6" 3' -2" 5' -1" # 1 ND 19 SP 3' -1" 4' -7" 3' -5" 5' -2" ij 1 D 19 SP 3' -2" 4' -11' 3' -5" 5' -5" MINIMUM GRADE OF LUMBER: TOP CHORD : 2X4 No. 2ND 19 SP BOT CHORD : 2X4 No. 2ND 19 SP WEBS : 2X4 No. 3ND 19 SP GALVANIZED METAL SEAT & STRAP (BY BLDR.) OPTIONAL SQUARE CUT (TYP.) 2X4 P 2X4 PLATE NOTE: FOR 72" OVERHANG USE 2X4 # 1 DENSE KD S.PINE OR 2X6 # 2 S.PINE GALVANIZED METAL SEAT & STRAP (BY BLDR.) 2X3 PLATE OPTIONAL RETURN SEE TABLE LOADING. (PSF) TOP LIVE : 30 TOP DEAD : 15 BOTTON : 10 TOTAL : 55 STR. INC. : 1.33 2X4 PLATE 8" to 72" OH 2.5 Sc OVER 2.5 & OVER 12 OVERHANG DETAIL PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZED STEEL (EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT SYMMETRICALLY (EXCEPT AS SHOWN) DESIGN CONFORMS W /NDS SPECS, SSBS,NDS,ANSI/TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT BRACING (WHICH IS ALWAYS REOD.) CONSULT BLDG. ARCHITEC 12 CONCRETE TIE BEAM (TYP) 2X4 LEDGER BOLTED TO TIE BEAM W/ 1 /2" DIA. BOLTS 4' -0" 0.C. (BY BLDR.) HURRICANE CLIPS (BY BLDR.) 2X4 OR 2X6 2X4 OR 2X6 CONCRETE TIE BEAM (TYP) 2X4 LEDGER BOLTED TO TIE BEAM W/1/2" DIA. BOLTS 4' -0" 0.C. (BY BLDR.) HURRICANE CLIPS (BY BLDR.) 2X3 PLATE GALVANIZED METAL SEAT Sc STRAP (BY BLDR.) ±I/ UP TO 1' -4" OVERHANG 2.5 & OVER 12 ONCRETE TIE BEAM 2X3 (TYP) WEDG NOTE: TRUSS ANCHORAGE TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. DADE TRUSS Company Inc. 6401 N.F. 74 AVE. MIAMI. FIA. 33166 DADE (305) 592 -8245 BROWARI (305) 462 -8688 WATT: 1- 800 -356 -7842 FAX: (305) 477 -8092 GALVANIZED METAL SEAT & STRAP (BY BLDR.) OPTIONAL SQUARE CUT (TYP.) L GALVANIZED METAL SEAT & STRAP (BY BLDR.) 2X3 PLATE 2X4 P OVERHANG 2.5 & OVER 12 12 MAS -2DT CONCRETE TIE BEAM (TYP) 2X4 LEDGER BOLTED TO TIE BEAM W/1/2" DIA. BOLTS @ 4' -0" 0.C. (BY BLDR.) HURRICANE CLIPS (BY BLDR.) 2X4 OR 2X6 2X4 OR 2X6 CONCRETE TIE BEAM (TYP) OPTIONAL: 2X4 LEDGER BOLTED TO TIE BEAM W/1/2" DIA. BOLTS @ 4' -0" 0.C.AND HURRICANE CLIPS (BY BLDR.) 2 . MM CHECKED DESBY BY .• • SJ DATE 6/25/98 DRAWING : JOB No. MINIMUM GRADE OF LUMBER: TOP CHORD : 2X4 No. 2ND 19 SP BOT CHORD : 2X4 No. 2ND 19 SP WEBS : 2X4 No. 3ND 19 SP LOADING. (PSF) TOP LIVE : 30 TOP DEAD : 15 BOTTON : 10 TOTAL : 55 STR. INC. : 1.33 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZED STEEL (EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT SYMMETRICALLY (EXCEPT AS SHOWN) DESIGN CONFORMS W /NDS SPECS, SSBS,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY. FOR PERMANENT BRACING (WHICH IS ALWAYS REQD.) CONSULT BLDG. ARCHITEC ANCHORAGE TO BEARING BY BLDR. OH f "SEMCO" HHP218 (OR EQUAL) ERG. ANCHORAGE TO BEARING BY BLDR. (J11) 11' -0" 01-1 GIRDER TRUSS BRG J09 J07 J05 J03 J01 2 0 TYPICAL HIP SET FRAMING NOTE: ALL CONNECTORS SPEC. MUST BE INSTALLED PER MFG. SPECIFICATIONS. NOTE: HANGERS REQ'D FOR TRUSSES LESS THAN 12' -0" SPAN (UNDER 625 # REACTIONS) MUST BE SUPPLIED BY BLDR. WIND UPLIFT CRITERIA AS PER (ASCE 7 -93) REFER TO INDIVIDUAL TRUSS ENG. DRAWINGS FOR INFORMATION. NOTE: FOR TRUSS DATA, LUMBER, PLATES, ETC. REFER TO INDIVIDUAL ENG. DRAWINGS. TWO 16d TOE NAILS ONE "SEMCO" CLPBF (OR EOUAL) BUTTERFLY HANGER TWO 16d TOE NAILS FOR CORNER —JACK APPLIC. ONE "SEMCO" FAP18 (OR EQUAL) (UNIV.— FRAMING ANCHOR) ANCHORAGE TO BEARING BY BLDR. REACTION CALCULATIONS: (11' -0" SETBACK CORNER JACK) 11.79' 6.13' 8.96' 3.30' 0.49' 256.7# 36 r r 1 476.7# U k 14.62' R R = (0- 47)36.7 +(3.30) 256.7 +(6.13)476.7 +(8.9 6)696.7+ (1 1.79)916.7 14.62 RR =1425 lbs @ HANGER ONE "HUGHES" JHA213 (OR EQUAL) (CJ 11) 15.557' (J01 THROUGH J07 696.7# TWO -16d TOE NAILS 916.7# FOR J06 ONLY USE ONE " SEMCO" FAP18 (OR EQUAL) FOR J05,J03,J01 USE 1 TWO -16d TOE —NAILS FOR (J07,J05 J03,J01) USE / I TWO -16d TOE —NAILS 06 HIP -SET DETAILS DADE TRUSS Company Inc. 8401 N.A. 74 AVE. 111A111, FL.. 33186 DARE (305) 592 -8215 8R0WARD (305) 462 -8688 WATTS: 1- 800 - 356 -2842 FAX: (305) 477 - 8092 APPROVE I FOR C. D , 25/98 DES. BY : MM CHECKED BY : SJ DATE : 6/25/98 DRAWING JOB No. MAR K: MFG BY : TYPE : NAILS TO TRUSS : NAILS TO GIRDER : MAX UPLIFT: MAX' REACTION 33% MAX' REACTION 25% MAX. REACTION O% ENG. SET PAGE# 5 p ,{Y [ 1 ] Hughes Mfg. Inc. JI3A -r 13 45 3 -10d 18 -16d 815 2015 2015 2015 6C 3 —10d 14 —16 d 815 1568 1568 1568 3 —10d 12 —16d 815 1344 1344 1344 3-10d 8 —16d 815 896 896 896 CI ] Hughes Mfg. Inc. ST402 -26 6 —16d 20 — 20d 725 4285 4285 3500 6 —16d 18 — 20d 725 3855 3855 3150 6 — 16d 14 —20d 725 3000 3000 2450 6 —16d 10 —20d 725 2142 2142 1750 ! , M u C tu.- c) 11'04 Hughes Mfg. Inc JHA -424 or 45° L & R 6 —10d 24 —16d 975 3330 3330 3330 6C 6 — 10d 20 —16d 975 2665 2665 2665 6 — 10d 14 —16d 975 1776 1776 1776 6 —10d 10 —16d 975 1110 1110 1110 [ 5 ] Hughes Mfg, Inc EHUH28 -N 2x6(lm) 10 - HN20A 20 — HN20A 1730 3220 3220 3160 8 [ 6 ] Hughes Mfg. Inc x 8 (1 m) 2 x8(i 14 - HN20A 28 — HN20A 2515 4110 4110 4110 8 [ 7 ] Hughes Mfg. Inc Lnc EHUH28- z x (2 m ? 11— HN20A 22 — HN20A 2195 3285 3285 3285 8 [ 8 ] Hughes Mfg. Inc EHUH28- 2N 2x8(2m) 14— HN20A 32 — HN20A 2795 4775 4775 4775 8 [ 9 ] Hughes Mfg. Inc EHUH28- 3N 2x6(3m) 11 — HN20A 22 — HN20A 2195 3285 3285 3285 8 [ 10 ] Hughes Mfg. Inc g EHUH28- 3N 2x8(3m) 16— HN20A 40 — HN20A 2850 5335 5335 5335 8 14, 1 by Btdr By Builder D eta i l 4 — 8d 10 —16d 1000 N / A N / A 0. 8A [ V 0 1 by Bldr ` By Builder Eng Detail 4 — 8d 10 —16d 1000 N/A N / A 0. 8B [SPHlj by Bldr See Eng. Detail Special Hanger 2 -5/8" Bolts 4 -5/8" Bolts 4748 5675 5675 4540 8C [SPH2] by Bldr See Eng. Detail Special Hanger 3 -5/8" Bolts 6 -5/8" Bolts 7800 7810 7810 6248 8D [SPH3] by Bldr _ See Eng. Detail Special Hanger 4 -5/8" Bolts 9 -5/8" Bolts 10900 11714 11714 9360 8E HANGER SCHEDULE NOTE: • THESE VALUES AND SPECIFICATIONS HAVE BEEN TAKEN FROM MANUFACTURERS LITERATURE APPROVALS. • ALL HANGERS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. • CROSS REFERENCE HANGER MARKS ON TRUSS LAYOUT WITH MARK ON THIS PAGE , FOR HANGER REQUIRED. • EXAMPLES OF HANGER MARKS ON LAYOUT TO BE CROSS REFERENCED WITH THIS SCHEDULE. • (1 ] USE ONE JHA -213 FROM HUGHES MFG. ( SEE PAGE 6C FOR MFG SPEC'S INCLUDED WITH ENG. SHEETS. • [ 1 ] +[ b 1 USE 1— JHA213 FROM HUGHES. ( SEE PAGE 6C FOR MFG. SPEC'S) PLUS, ADDITIONAL ANCH. TIE STRAP. ( SEE PAGE SA or 8B FOR ENG. DETAIL 6B Product Code Material Qty/ Box Wgt/ Box Dimensions Fasteners Design Loads (Ibs) Girder Top Nails 10dX1 -1/2" Header Face Nails 10dX1.1/2" Truss/ Joist Nails Normal 100% Snow 115% Roof 125% Wind 133% Wind 160% Uplift 133% Uplift 160% W H A JHA 29 18 ga 50 40 1 -5/8" 10" 5 -1/2" 4 2 3 1300 1495 1625 1988 2392 620 745 JHA 213 18 ga 50 40 1 -5/8" 13 -1/2" 5-1/2" 4 2 3 1300 1495 1625 1988 2392 620 745 JHA 218 16 ga 30 41 1 -5/8" 17-1/4" 5 -1/2' 4 2 3 1525 1754 1906 2332 2806 620 745 JHA 2 -213 18 ga 50 40 3 -1/8" 12 -1/2" 5 -1/2' 4 2 6 1300 1495 1625 1988 2.392 620 745 JHA 2 -218 16 ga 30 41 3 -1/8" 16 -1/2" 4 -3/4" 4 2 6 1525 1754 1906 2332 2806 620 745 JHA413 18 ga 50 40 3-5/8" 12 -1/4" 4 -3/4" 4 2 6 1300 1495 1625 1988 2392 620 745 JHA 418 16 ga 30 41 3 -5/8" 16 -1/4" 4 -3/4" 4 2 6 1525 1754 1906 2332 2806 620 745 JHA 424 16 ga 25 44 3 -5/8" 22" 4.1/2" 4 2 6 1525 1754 1906 2332 2806 620 745 Product Code erial Material �� W U g Box Dimensions Fasteners Design Loads (Ibs) Girder/ Header Nails Truss/ Joist Nails Normal 100% Snow 115% Roof 125% Uplift 133% Uplift 160% w H A JHA 29 18 ga 50 40 1 -5/8' 10" 5 -1/2" 18 -16d 3-10d 2015 2015 2015 815 815 JHA 213 18 ga 50 40 1 -5/8" 13 -1/2" 5 -1/2" 18 -16d 3-10d 2015 2015 2015 815 815 JHA 218 16 ga 30 41 1 -5/8" 17-1/4" 5 -1/2" 24 -16d 3-10d 2015 2015 2015 815 815 JHA 2 -213 18 ga 50 40 3 -1/8" 12 -1/2' 5 -1/2" 18 -16d 6-10d 2265 2265 2265 965 1160 JHA 2 -218 16 ga 30 41 3 -1/8" 16 -1/2" 4 -3/4" 24 -16d 6-10d 2665 2665 2665 975 1170 JHA 413 18 ga 50 40 3 -5/8" 12 -1/4" 4 -3/4' 18-16d 6-10d 2265 2265 2265 965 1160 JHA 418 16 ga 30 41 3 -5/8" 16 -1/4" 4 -3/4' 24 -16d 6 -10d 2665 2665 2665 975 1170 JHA 424 16 ga 25 44 3 -5/8" 22" 4 -1/2" 30 -16d 6 -10d 3330 3330 3330 975 1170 Wood To Wood JOIST/TRUSS HANGERS, ADJUSTABLE • Extra long straps allow maximum number of nails for maximum strength • Can be field formed for top flange hanger convenience • A iew sizes satisfies all your hanger requirements • No bolts required • A full 2 -1/2" seat bearing depth • Galvanized steel • SBCCI PST & ESI No. 94139 • Dade County Approval No. 97- 0205.03 Regular Nailing Minimum Nailing 14 Minimum Nailing 2 Face Nails JHA Series, Skewed 45 Left or Right (Left hand skew shown) JHA Series, Skewed 45 Left or Right with Reverse Flange (JHA 218R -RF shown) = = =« «ACES -32 Ver. 1.1> - [ 002786 ] Customer : Project #: LARRY Truss ID : T01 Span : 19 -7 Quantity : 5 = = B1d(12/3/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1- 2 = -2881 5 -6= 2787 2- 6 = -751 1 = -1391 3.50 2- 3 = -2133 6 -1= 2787 3 -6= 636 5 = -1391 3.50 3- 4 = -2133 4- 6 = -751 4 -5= -2881 PROVIDE FOR 992 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 992 LBS UPLIFT AT JOINT 5 (0.71) PROVIDE FOR 35 LBS HORIZ. REACTION AT JOINT 1 I 3 -6 L. HL TO PK:10 -1 -2 LEFT HEIGHT. -3 -14 LOADING (PSF) TOP 30 1 BOTT 0 10 5 -4 -6 , 9 -9 -8 , 14 -2 -10 19 -7 5 -4 -6 4 -5 -2 4 -5 -2 5 -4 -6 1X4 9 -9 -8 9 -9 -8 4X4 3 6 3X8 SPAN:19 -7 RISE:2 -9 -4 MAX STRESSES TOP 1 -2 =0.639 BOTT 6 -1 =0.989 LL.DEFL. @6 =0.18 < L/360 1X4 19 -7 9 -9 -8 < *-DADE- TRUSS - »» Tue Jan #19.09:03:10 1999 103 Top Pitch : 3/12 �3 -a JAN 1 9 1999 R. HL TO PK :10 -1 -2 RIGHT HEIGHT:0 -3 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.• LUMB = 1.33 PLATE = 1.33 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT AND RIGHT OVERHANGS REQUIRE SUPPORT OR LEVEL RETURNS PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER = == ««ACES -32 Ver. 1 . 1 > Customer : Project #: LARRY Truss ID : H02 == Spa 19 -7 Quantity : 2 2/3/1997),v1 1 1- 2 = -3216 2- 3 = -2299 3- 4 = -2230 4 -5= -2299 5 -6= -3216 PROVIDE FOR 986 LBS UPLIFT AT JOINT 1 (0.71) PROVIDE FOR 986 LBS UPLIFT AT JOINT 6 (0.71) PROVIDE FOR 32 LBS HORIZ. REACTION AT JOINT 1 1 3 -0 1 4 -6 4 -6 L. FTHE - -14 LOADING (PSF) L D TOP 15 BOTT 30 10 6 -7= 3110 7 -8= 3110 8 -9= 2230 9 -10= 3110 10 -1= 3110 9 -0 4 -6 3X4 1 4 -6 9 -0 4 -6 4 -6 FORCES - GRAVITY LOADS 2 -10= 89 2- 9 = -909 3 -9= 286 3 -8= 0 4 -8= 286 5- 8 = -909 1 -7 15 -1 1 19 -7 1 3 -0 1 -7 4 -6 4 -6 4X8 4X4 3 4 10 1X4 SPAN:19 -7 9 8 3X43X8 [ 002781 ] <410 -DADE- TRUSS - »» Tue Jan 19 09:03:04 1999 Top : 3/12 5 -7= 89 3X4 7 1X4 10 -7 15 -1 19 -7 1 7 1 4 -6 1 4 -6 RISE:2 -6 -14 REACTIONS - SIZE 1 = -1391 3.50 6= -1391 3.50 1 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1 -2 =0.598 TOP CHORD:2X4 No.2ND 19 SP BOTT 9 -10 =0.664 BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @9 =0.19 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 JAN 1 9 1999 R. HL TO PK :9_3 -5 4 RIGHT HEIGHT: TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT AND RIGHT OVERHANGS REQUIRE SUPPORT OR LEVEL RETURNS PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER = = =« «ACES -32 Ver. 1.1> Customer : Project #: LARRY Span : 19 -7 _ = B1d(12/3/1997),v1.1 1- 2 = -8651 2- 3 = -7727 3- 4 = -8063 4 -5= -8063 5 -6= -7727 6- 7 = -8651 PROVIDE FOR 1561 LBS UPLIFT AT JOINT 1 (0.61) PROVIDE FOR 1605 LBS UPLIFT AT JOINT 7 (0.63) PROVIDE FOR 24 LBS HORIZ. REACTION AT JOINT 1 PLATE OFFSETS (X= LEFT,Y= TOP):[j9= 2.5,2],[j11= 2.5,2], I 3 -0 � 3 -6 1 7 -0 1 9 -9 -8 I 12 -7 , 16 -1 3 -6 3 -6 2 -9 -8 2 -9 -8 3 -6 L. HL TO PK:7 -2 -9 LEFT HEIGHT :0 -3 -14 LOADING (PSF) L TOP 30 1 BOTT 0 10 7 -8= 8405 8 -9= 8405 9 -10= 7494 10 -11= 7494 11 -12= 8405 12 -1= 8405 3X4 12 1 3 -6 , 7 -0 3 -6 3 -6 REPETITIVE STRESSES NOT USED FORCES - LOAD CASE #1 5X8 1X4 3 4 11 10 2X4 5X5 3X8 [ 002780 ] <411 TRUSS - »» Tue Jan 19 09:03:03 1999 Top : 3/12 Truss ID : H01 Quantity : 2 2 -12= 69 2- 11 = -936 3 -11= 1098 3 -10= 665 4- 10 = -565 5 -10= 665 5X8 5 9 5 -9= 1097 6- 9 = -936 6 -8= 69 5X5 2X4 6X6 SPL. ' 9 -9 -8 I 12 -7 1 16 -1 2 -9 -8 2 -9 -8 3 -6 19 -7 3 -6 3X4 8 19 -7 I 3 -6 SPAN:19 -7 RISE:2 -0 -14 REACTIONS - SIZE 1 = -2562 3.50 7 = -2562 3.50 1 3 -0 MAX STRESSES MINIMUM GRADE TOP 1 -2 =0.971 TOP CHORD:2X4 BOTT 12 -1 =0.412 BOT CHORD :2X6 LL.DEFL. @10 =0.52 < L/360 WEBS :2X4 1 SPACING 24.0 in. o. c. NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 3= 90 3- 5= 203 5- 7= 90 7- 9= 20 9 -11= 45 11- 1= 20 CONCENTRATED 9= 787 11= 787 . A. .d ✓ ptl P� t FI Cq �' •' F' a o 1993 / STATE Or' *• ; 4 n 0 E.6 Filg. c ; \ *.\; JAN 1 9 1999 R. HL TO PK :7 -2 -9 RIGHT HEIGHT:0 -3 -14 OF LUMBER No.1D 19 SP 2400f1.7E MRL SP No.3 19 SP TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT AND RIGHT OVERHANGS REQUIRE SUPPORT OR LEVEL RETURNS PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER = == «,«ACES -32 Ver. 1 .1 ». Customer : Project #: LARRY Span : 9 -10 -13 == B1d(12/3/1997),v1.1 FORCES - LOAD CASE #1 1- 2 = -1779 4 -5= 1749 2 -5= 119 2 -3= 0 5 -1= 1749 2- 4 = -1779 3- 4 = -397 PROVIDE FOR 1044 LBS UPLIFT AT JOINT 1 (1.09) PROVIDE FOR 676 LBS UPLIFT AT JOINT 4 (0.83) PROVIDE FOR 144 LBS HORIZ. REACTION AT JOINT 1 1 4 -2 -15 L. HL TO PK:10 -0 -10 LEFT HEIGHT:0 -3 -13 LOADING (PSF) TOP 30 15 BOTT 0 10 REPETITIVE STRESSES NOT USED [ 002779 Truss ID Quantity . 4 -11 -6 4 -11 -6 4 -11 -6 4 -11 -6 REACTIONS - SIZE 1= -962 3.50 4 = -813 3.50 5 1X4 SPAN:9 -10 -13 RISE:2 -0 -13 MAX STRESSES TOP 2 -3 =0.725 BOTT 4 -5 =0.537 LL.DEFL. @5 =0.08 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.33 1.33 UNIFORM 1- 2= 57 2- 3= 165 4- 5= 37 5- 1= 13 ] < AI-DADE-TRUSS- » Tue Jan 19 09 1999 CJ7 Family # : 201 4 Top Pitch : 2.121/12 9- 18.13 4 -11 -6 9 -18 -13 4 -11 -6 1X4 4 3X4 RIGHT HEIGHT:2 -0 -13 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS D- GN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REs!l` BLDG ARCHITECT OR ENGINEER .° . r A. A. A. i C V 0) 0) O • o =__« «ACES -32 Ver. 1.1>, [ 002785 ] Customer : Project #: LARRY Truss ID : J07 Span : 7 -0 Quantity : 8 = = B1d(12/3/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -699 3.50 2 -3= 0 3 = -67 3.50 2 = -302 1.50 PROVIDE FOR 614 LBS UPLIFT AT JOINT 1 (0.88) PROVIDE FOR 250 LBS UPLIFT AT JOINT 2 (0.83) PROVIDE FOR 144 LBS HORIZ. REACTION AT JOINT 1 I 3 -0 LEFT :0 -3 -114 LOADING (PSF) L TOP 30 1 BOTT 0 10 SPAN:7 -0 RISE:2 -0 -14 MAX STRESSES TOP 1 -2 =0.949 BOTT 3 -1 =0.211 LL.DEFL. < L/360 7 -0 7 -0 7 -0 7 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER - < -DADE- TRUSS -» » Tu # 19 . 0 2 :03:09 1999 Top Pitch : 3/12 RIGHT HEIGHT:2 -0 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP O� 0 0% WINO = = =« «ACES -32 Ver. 1 Customer : - Project #: LARRY Span : 5 -0 _ = B1d(12/3/1997),v1.1 FORCES - GRAVITY LOADS 1 -2= 0 3 -1= 0 2 -3= 0 PROVIDE FOR 557 LBS UPLIFT AT JOINT 1 (0.95) PROVIDE FOR 176 LBS UPLIFT AT JOINT 2 (0.83) PROVIDE FOR 102 LBS HORIZ. REACTION AT JOINT 1 3-0 LEFT :0 -3 -14 LOADING (PSF) L TOP 30 1 BOTT 0 10 1 > ( 002784 ) < -DADE- TRUSS - »» Tue Jan 19 09:03:08 1999 Truss ID : J05 Family # : 205 Quantity : 8 Top Pitch : 3/12 SPAN:5 -0 MAX STRESSES TOP 1 -2 =0.465 BOTT 3 -1 =0.103 LL.DEFL. < L/360 REACTIONS - SIZE 1 = -589 3.50 3 = -47 3.50 2 = -212 1.50 5 -0 5 -0 5 -0 5 -0 RISE:1 -6 -14 RIGHT HEIGHT:1 -6 -14 MINIMUM GRADE OF LUMBER TOP CHORD :2X4 No.2ND 19 SP BOT CHORD :2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,O.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSU _ BLDG ARCHITECT OR ENGINEER' 0' 0' = =F« «ACES -32 Ver. 1.1> [ 002783 ] Customer : Project #: LARRY Truss ID : J03 Span : 3 -0 Quantity : 8 _ = B1d(12/3/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -479 3.50 2 -3= 0 3 = -27 3.50 2 = -122 1.50 PROVIDE FOR 499 LBS UPLIFT AT JOINT 1 (1.04) PROVIDE FOR 102 LBS UPLIFT AT JOINT 2 (0.83) PROVIDE FOR 61 LBS HORIZ. REACTION AT JOINT 1 3-0 LEFT :0 -3 -14 LOADING (PSF) L D TOP 15 BOTT 30 10 SPAN:3 -0 MAX STRESSES TOP 1 -2 =0.152 BOTT 3 -1 =0.034 LL.DEFL. < L/360 AI, - DADE- TRUSS-»» Tue Jan 19 09:03:07 1999 Top : 3/12 3 -0 3 -0 3 -0 3 -0 RISE:1 -0 -14 RIGHT HEIGHT:1 -0 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93) NOTE: LEFT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER = = =« «ACES -32 Ver. 1 . 1 >, [ 002782 ] Customer : Project #: LARRY Truss ID : J01 == Sp( 12/3/1997),v1 1 1-0 Quantity : 8 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 0 3 -1= 0 1= -369 3.50 2 -3= 0 3 = -7 3.50 2 = -32 1.50 PROVIDE FOR 441 LBS UPLIFT AT JOINT 1 (1.19) PROVIDE FOR 28 LBS UPLIFT AT JOINT 2 (0.87) PROVIDE FOR 19 LBS HORIZ. REACTION AT JOINT 1 I 3 -0 LEFT :0 -3 -14 LOADING (PSF) L TOP 30 1 D 5 BOTT 0 10 SPAN:1 -0 MAX STRESSES TOP 1 -2 =0.009 BOTT 3 -1 =0.002 LL.DEFL. < L/360 <<:< TRUSS - »» Tue Jan # 19 . 02 : 03:05 1999 Top Pitch : 3/12 RISE:0 -6 -14 RIGHT HEIGHT:0 -6 -14 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.1 FT,BLDG. CAT. I,EXP. CAT. C,10(7 +3) PSF DL,0.00 MI FROM OCEANLINE(ASCE7 -93). NOTE: LEFT OVERHANG REQUIRES SUPPORT OR LEVEL RETURN PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER 0' 0' 0' Date . 5/21/92 Job Address 1070 N.E. 92 Street Tax Folio 11- 3205 -013 -0040 Legal. Description PB 41 -100 PL OF Reppenhagens Lot 5 Master Permit # Owner / Lessee / Tenant Samuel Michaels Owner's Address 1070 N.E. 92 Street,Miami Shores Phone Contracting Co. Cox Insurance Rep. Sev. :' Address 390 West 22nd Street, Hialeah, Fi. Qualifier Carl Cooper ss# Phone 887-0315 State# CGC0O1891 Competency# Ins. Co. Architect /Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Replace tile 2 bathrooms. Replace rotten wood in bath. R0P Plumber pull permit. -Iii-s4.6111 small window in bathroom. Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. 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. Furthermore, I authorize the above -named contractor to do the work stated. WtRM T APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) ‘Signature of Owner and /or Condo President Date: Notary as to My CcrmiSsion N/ A N/A N/A Address Address Address �i. Owner" an T or Condo President ''Expires CCM PUBLIC STATE OF FLOWA * * CLUNISSION EXP*JULY 19, *93 ' marnmu ERAL INS. UND, APPROVED: a Fire Zoning Building Mechanical Plumbing 757 -5599 Estimated Cost $6,000.00 Signature of Contrac or Owner - Builder Date: Notary as to Contract6Toi Owner- Builder My Commission Expires: C€ TAY LIC STATE Off' FLORIDA * * * * Y comissrom EX* JULY 19,y@993 NINNED ThRU GENERAL INS. URD, Other Electrical Engineering ■ STATE OF FLORIDA COUNTY O. DAD; ! :I� ".71Y C ":'i l; `t tic: 'Thin is 4r c'py of the cri,,in:I iL 2 offico cn c • of , A. D. 1 V. i lV':.'.Z m,' hind rd Oi icicI S LJ. Cicrh irccit Court PERMIT NO. STATE OF Florida COUNTY OF Dade 6. Lender's name and address: TAX FOLIO NO. 11- 3205 -013 -0040 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Legal description of property and street address: PB 41 - 100 PL Of Reppenhagens Lot 5 1070 N.E. 92 Street, Miami Shores 2. Description of Improvement: Repair Water Damage. 3. Owner(s) name and address: 1070 N.E. 92 Street, Miami Shores Interest In property: Name and address of fee simple titleholder: N/A 4. Contractor's name and address:Cox Insurance Repair Service 390 West 22nd Street, Hialeah, Ftor1caa 3JU!U 5. Surety:(Payment bond required by owner from contractor, If any) Name and address: N/A N/A Samuel Michaels Amount of bond $ 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes. Name and address: None 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) This Document Prepared By: / 0 / ; Dale Cox Cox Insurance Repair Svc. Signature of Owner 390 West 22nd Street Hialeah, Florida 33010 Sworn to and subscribe // before me t h i s 7/ day of /� , 199,)- Cd24/ Notary Pub c ,NOTARY PUBLIC STATE OF FLORIDA My Comm 1 ss I on E x p 1 r1f . b gN- HEM -Jtitr 19, 1993 DCWXLI THRII GENERAL INS. UND. HOME OFFICE DADE (305) 887-0315 390 WEST 22nd STREET BROWARD (305) 522-3966 HIALEAH, FLORIDA 33010-1486 DADE FAX (305) 887-6038 IIIROWARD FAX (305) 522-3973 May 21, 1992 City of Miami Shores Bldg. Department 10050 N.E. 2nd Avenue Miami Shores, Fl. Re: Dear Sir: Respectfully, Carl J. Cooper CC/iv COX INSURANCE REPAIR SERVICE, INC. GENERAL CONTRACTORS-STATEWIDE LICENSED AND INSURED TAX ID. #59-1218527 Samuel Michaels 1070 N.E. 192 Street Miami Shores, Fl. We intend to do the following work at the above captioned address: 1. Replace Tile in 2 bathrooms. 2. Replace rotten wood in bathroom. 3. Plumber pull permit. ?LA 4. Insta3l small window in bathroom. $6,000.00 SWORN TO and subscribed before me at Miami, Dade County, Florida on this "0"...1 day of , 19 9 g , . My_colpaissop_expires: r-liCVARTAreliCtiVE-OPftker NOTARY, puBLic ManaNN VW JULY 19