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WS-10-759
6.4.10 • (pf 10 BUILDING PERMIT APPLICATION FBC 20 Permit Typ - -__ _ -_ _ ROOFING Owner's Name (Fee Simple Titleholder) f � U r H Owner's Address %. J l �' 57 - City t f( '6(65 State Tenant/Lessee Name b /4 Email Contact Phone Type of Work: Describe Work: Notary $ y Scanning $ 1 {� J V Double Fee $ Structural Review. $ • BUILDING Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Job Address (where the work is being done) ,26 NF to Fs cr City Miami Shores Village County FOLIO / PARCEL # II 1 3 f O)) 00 6t Is Building Historically Designated YES NO Contractor's Company Name ( X 2 (5u \ `- -- C- 42_ Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Value of Work For this Permit $ ? 7 7 DAddition DAlteration Per Jkr.e- 13 1ii111 E -mail Architect/Engineer's Name (if applicable) Phone # ******** * * * * * * * * * * * * * * * * * * * * ** * * ** * * * ** F * * * * * ** * * * * * * * * *** * * * * * ** ** ** ** Submittal Fee $50- CO 1D Permit Fee $ 66= Miami -Dade Training/Education Fee $ 0 14() 'ray r Zip 33) Cji Phone # h/ Phone # DPBR $ Violation date: Total Fee Now Due $ )MgE.IWIT 2010 OR OS 2010 Permit No. -- •..... Master Permit No. WS I D - d 5 fSO > Phone # 30S ' J Zip 3316/ -7030 Flood Zone no Square / Linear Footage Of Work: DNew ❑ Repair/Replacg �� al Demolition Ws w HI hor. zon1�.1 rnl�er lid 7 ivlie4r 79 re4..2 S CCF $ CO /CC $ Technology Fee $ a "40 Bonld $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, P LUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 4. / 7 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this3vt f The foregoing instrument was acknowledged before me this day o /'i' , 20 ) z , by A ,(L-( - 14..- T' ? L eZ , , day of , 20 _, by who is personally known to me or who has produced (2i-- l 7 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: oxillillimw, NOTARY PUBLIC: Sign: — .., i . • - Sign: Print: _ w i. I` d. 2i ��,9 cc n ' Print: g 6 " * My Commission Expires: < e c ' . „ •• e7 l 0 1 My Commission Expires: s.. * �.. X3 Ep ,,, ' %pee ase'aeto -- APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) Plans Examiner Zoning Engineer Clerk checked 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: . 1.- ,0 T N p )/-{ ' v rZ- DATE: -/t/f-'14Y -ri e ADDRESS: 6 49' ) O e Aik- 4// ✓/=f 12-k / d'I Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor, I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete. the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 4� 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two - family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial Initial I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial'' 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial l 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial d71 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner- builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto://www.myfloridalicense.com/dbor/prolcilb/index.html a uz Initial 'T 1 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial orPe 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial 60 Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial Toss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ' day of Alli , 20 / By 7/f �� who was personally known to me or who has Produced there License or t-- as identification. 0/4/ //: Lu ' . 1 c • 1 / qu r c m W+s'`� Initial Permit No: 10 -759 Job Name: May 7, 2010 Norman Bruhn CBO 305 - 795 -2204 M iami Shores Vivage Building Department Building Critique Sheet 1) All new openings must be impact resistant or covered with a permitted shutter. 2) All openings do not meet the wind load designs pressures. Highlight all Pas to show each opening on the pressure chart. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ..S PRODUCT > , .I . E:1.7.9 me �%:lr :. , ti »�L_. :177,1 ' ...". ': �:.,0g- 03�0.o� F ;: `' •Q, _ ?0 `= /3 �� k _t = ; = y `e _ e �<':ia..4 ' .. ? th. °, rf�id>e ;4y: 7:7 :. 1:%a: . 1 g: rRa.:� ri;•ei.a - U . q ` .' - ''-- ALUMINUM WORLD INCN ASSA 167) ( # 16 4401 EAST 10 AVE HIALEAH, FL 33013 PH (305) 825 - 1355 FAX (305) 825 - 1356 © 2003 EASTERN METAL SUPPLY, INC. - BERTHA HV TM Accordion h Sy stem Shutter ki ?t.ir:ik':: J ����,�KG r. .. 1 L r� i` - . aeL' duct Control PIo L'-``.aso. TILLIT TESTING & ENGINEERING COMPANY 6 3 N.W. 36th. St. Ste. 305 VIRGINIA GARDENS, FLO 33166 hone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tiltecoOool.com EB- 0006719 WALTER A. 11WT Jr. P. E. FLORIDA uc. 44167 REV. No DESCRIPTION DATE Drown by F.P. _, ' , � , 4„ t-'- '� = -• 1 DATE 03 31 07 : / / z DRAWING No 07-062 c =`...1 :: ` • MIAMI -DADE COUNTY _ r• r Vi=i }' ' C6 ,!(i�t! P.E: SEAL /SIGNATURE /DATE 3 3 4 6 1 H F 26 GENERAL NOTES: 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL. DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE WITH THE 2005 SUPPLEMENTS. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D. AS TESTED, WERE NOT OVERSTRESSED, A 3.3%- INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS d4I USED IN THEIR ANALYSIS. BERTHA H.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE - MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE © #0214.01 -03, #0715.01 -03, # 1004.01 -05, # 1214.01 -05 AND 0317.02 -06 AS PER TAS -201, TAS -202 AND TAS -203 PROTOCOLS, -HV BLADE © #0422.01 -05 AS PER TAS -201. TAS -202 .AND TAS -203 PROTOCOLS. 2. HV BLADE © AND HV BLADE © ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER IN AREAS WHERE THE DESIGN PRESSURES TRANSITION FROM END ZONE 5 TO INTERIOR ZONE 4. EACH WIND ZONE MUST BE CLEARLY IDENTIFIED IN ACCORDANCE WITH SECTION 6, OF ASCE 7 -02 STANDARD. ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE CORRESPONDING WIND ZONE. THIS SHALL INCLUDE REQUIREMENTS FOR MIN. SEPARATION •TO GLASS. DEUMITATION OF WIND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR HV BLADE 1 & 2 ACCORDION SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AND CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT BASED ON BUILDING CONFIGURATION AND ASCE 7 -02 STANDARD, AND SHALL BE SUBMII1tU TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPUED FOR. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14X2.75 AND # 14X1.75 RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 .ksi TENSILE STRENGTH. PINS -SHALL BE COATED WITH BER -THA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063 -T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR 6005 -T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL °304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN .50018 WITH 50 ksI MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH. 6. BOLTS • 1'd • •ASTM A -307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. • •••• • •• • • • • • 7. SEE T11c fpj..LOWING tHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE OO : 13,14,15,16 AND 7 • • • • • • • • • HV BLADE © : 26. • :•4.•THIS B KIM' V. AAC81Za1TlN f "-IUTTER SYSTEM BEARS A U.S. PATENT #6'779,582. COMPONENTS . • .{}.5:458,17 •ISSPED TO •E'A'STERN TAL SUPPLY, IN • • •• • •••• • IT SHALL. BE THE REt?LkISTBILITt' OF THE CON ,. 'R TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. : • ZOARACTO • T0 SEAL / LL . O. SHUTTER COMPONEN �)GES WHICH REMAIN, THRU FASTENING IN CONTINUOI "' CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. • • • • • CO EACH QNIr RIOT BM I MMANENT LABEL IN A VISIBL PLACE WITH WARNING NOTE: DURING PrRIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST ▪ ROPERLY (ARSE ALL Hy ikIOD•HD CENTERMATES AND ENGA n9 LOCK ALL HV AND HD • •••• • • 11. sHuTTEIN5,,VNuFacTuRER LABEL SHALL BE PLACED ON A tiEADILi VISIBLE LOCATION. ONE LABEL SHALT. ALUMINUM WORLD, INC. HIALEAH, FL. MLkMI -D.ADE COUNTY PRODUCT CONTROL APPRC:^ED. e) THIS PA.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 'E PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: 12. BERTHA H.V. ACCORD1;1 SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS L AWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. 13. (a) THIS P.AD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SP t. lC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. :b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES LOT: DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 'c) THIS PA.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. :d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND VHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER HE SITE SPECIFIC DRAWINGS FOR REVIEW. TABLE OF CONTENTS AREA 1: HV BLADES n & a GENERAL NOTES. SYSTEM COMPONENTS. SYSTEM COMPONENTS. TYPICAL SHUTTER ASSEMBLY. 1 -20 21 -37 38 -43 AREA 2: HV BLADE n ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. INSTALLATION DETAILS A -E - CONCRETE & BLOCK INSTALATION DETAILS F- L- CONCRETE & BLOCK. CENTERMATE DETAILS W. CENTERMATE ALTERNATING DETAILS HV. CENTERMATE DETAILS HD. END CONNECTION DETAILS 1 -6- CONCRETE & BLOCK MAXIMUM SPAN TABLES. ANCHOR SCHEDULE- CONCRETE & BLOCK. ANCHOR SCHEDULE- CONCRETE & BLOCK. ANCHOR SCHEDULE- CONCRETE & BLOCK. ANCHOR SCHEDULE- WOOD. ANCHOR SCHEDULE- WOOD. - INSTALLATION DETAILS M -R -WOOD. INSTALATION DETAILS S -X -WOOD. END CONNECTION DETAILS 7 -12, X. AREA 3: HV BLADE CO ONLY TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS. INSTALLATION DETAILS M-GG. CENTERMATE DETAILS HD. END CONNECTION DETAILS 1 -6, X. MAXIMUM SPAN TABLES. ANCHOR SCHEDULE CONCRETE. SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 23 SHEET 24 SHEET 25 SHEET 26 F.B.C.(High Velocity Hurricane Zone X Y t 1" 1" 0.062" 1" 2" 0.062" 2" 2" 0.062" 2" 3" 0.062" 2" 4" 0.062" 2" 506 1 X Y t 2" 2" 0.125" 3" 3" 0.090" PRODUCT RENEWED E r_:_ ,.......:,o 0 • o 7.. ;:: :; /l ✓ i,: �..1 k.�. �:.; :;= r; I7_C.r;;C s RE:'1S5?? :i i iii.. t L.tl; �'.. _ i .,c ,� .::: :�,;� z •o / 'ALUMI WORLD I (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA H V TM Accordion Shutter System II L I C IN . %ii, e r TILLIT TESTING 3 6$S� N.W. 35th. & ENGINEERI CO St., Ste. 305, VIRGINIA GARDENS FLORIDA 33166 , (305)871 -1530. Fax : (305)871 -1531 a -mail: tiltecoOooLcom E8- 0006719 WALTER k 11LUT Jr. P. E. FLORIDA Lie. 44167 !t:: , =1 ::: i is. . ! ...:.l.:i% • 3EV. No DESCRIPTION DATE by: F.P. 1 DAM 03/31 /07 DATE: Z DRAWING No • 07-062 _ ..___.__ Phone . MIAMI -DADE COUNTY =�.! ' a ') h 7L71),' P.E: SEAL /SIGNATURE /DATE 3 4 2 OF 26 6 • • • • • •• • •' } 3.226" # 5458179 OY AND TEMPER 3.556" .670" 2.226" 4a 1, 0.072" (DHV ADJ. - FLOOR TRACK QUALIFIED FO USE W/ HV BLADE 1® & Q IdQri3 -T6 ALLOY AND TEMPER • • • • t •••• 1.91 " •"• o • • • • m 083" - Z t :&. EILLNG•HEADER IFI,EII.FOR USE "' HV BLADE(') ONLY, ' •SEE' SECTIL: J OR VALIDITY. 6063 -T6 ALLOY AND TEMPER X 16 SIDE ANGLES QUALIFIED FOR USE W 'V BLADE AND TEMPER 0 HV BLADE COVERED UNDER- US PATENT # 5458179 6005 -T5 ALLOY AND TEMPER •3 0 0 O tV N .125" Tr VARIES 1 " 3.226" .085" (TYP.) 4.897" HV ADJ. ADAPTER W/LIP QUALIFIED FOR USE W/ HV BLADE 10 t © 6063 -T6 ALLOY AND TEMPER 1.915" 1.500" VARIES FROM 2.000" TO 5.000" 17 B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE O1 ONLY. 6063 -T6 ALLOY AND TEMPER .100" MO t 0 O x 0 .083" o .0 ^3" N HV HEADE` '>ILL UALIFIED FOR USE W/ HV BLADE (+ 606 MP �3) HV UNIVERSAL FLOATER QUALIFIED FOR USE W/ HV BLADE@ & 6005 -T5 ALLOY AND TEMPER ®HV WALK -OVER TRACK QUALIFIED F03., USE W/ HV BLADE W &02 • 6063 -T6 ALLOY AND TEMPER s‘ri ■ .093" HD CEILING HEADER /SILL QUALIFIED FOR. USE W/ HV BLADE 1° SEE SECTIONS FOR VALIDITY. 6063 -T6 ALLOY AND TEMPER .192" 0 0 0 Typ: - ' N t r) 0 1.936" 670 VI"'. 3.529" 093" m 0 r t to to n VARIES FROM 2.000" TO 5.000" 18 B .O. WALL ANGLE • QUALIFIED FOR USE W/ HV BLADE 20 6063 -T6 ALLOY AND TEMPER 0 o to fV N 03 .125" TYP iv .375" ®HV DIRECT MOUNT QUALIFIED FOR USE W/ HV - BLADE IQ & (2� DY AND EMPER 2.670" 2" Max. .093" N 1.918" 670 VARIES 1.936" HV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE 02 ONLY. 6063 -T6 ALLOY AND TEMPER e 3.529" .093" 0 oo 0 . r] HD WALL HEADER /SILL QUALIFIED FOR USE W/ HV BLADE 0 ONLY. 6063 -T6 ALLOY AND TEMPER 0.190" 7.000" 19 7" B.O. WALL ANGLE QUALIFIED FOR USE W/ HV BLADE 10 ONLY. 6063 -T6 ALLOY AND TEMPER • • .1 N 1.200" 90' = 0' T QUALIFIED FOR USE W/ HV BLADE 01 & 063 -T6 ALL .373" .12484 -- 0 0) 1.491 '5" 3.750" HV RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 & 2. 6063 -T6 ALLOY AND TEMPER 2.035" 145" 3.581" t1 t0 N 630'L O } O 2�0 CORNER POSTS QUALIFIED FOR USE W/ HV BLADE 01 & ® 6063 -T6 ALLOY AND TEMPER EMPER I 1.375" 15 SHD CEILING HEADER /SILL QUALIFIED FOR USE W/ HV BLADE O & 6063 -T6 ALLOY AND TEMPER F.B.C.( Velocity Hurricane Zone Pl t'1 =- D = ; F=:.LV)S=d? j' C�"• 3 i:it the FOriccoi ', �� , _/, , Of .,:._...v_) t3..".L : A Q r: , %�� s %4•. 'b ite.! r ^ r • > - s a 7 1(fni COMMA 1 1 1 .SL£'9 1 ALUMINUM WORLD INC (ASSA # 167) ' 4401 EAST 10 AVE. - HIALEAH. FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. \ .9SZ'l1 .000'9 E C 0 I N c . QO H 0 o 804" DATE _ -- 1 PR `Jc* �'R wT4ET VX Ia8 c^... �tity . „, :.,,: ira.? : : .k. A,,E - t . ; ,•D S - o3� 0 7 ±;'a"''•':' ;, f;..1,0.11 ' V ' C ` ' -' � 1�• "" ° /3 [ /J /k� - ratl:, . ` if°i3 g tiftagi: • t'1 =- D = ; F=:.LV)S=d? j' C�"• 3 i:it the FOriccoi ', �� , _/, , Of .,:._...v_) t3..".L : A Q r: , %�� s %4•. 'b ite.! r ^ r • > - s a 7 1(fni COMMA ALUMINUM WORLD INC (ASSA # 167) ' 4401 EAST 10 AVE. - HIALEAH. FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV Tr'' Accordion Shutter System IL E C 0 I N c . TIWT TESTING & ENGINEE COMPANY N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-.1530 . Fox : (305)871 -1531 e -moil: tilt0aol.corrr eco WALTE . eco Jr P. E. R FLORIDA Lie. # 44167 REV. No DESCRIPTION DATE Drawn by. F.P. -- 1 DATE: 0331/07 _,6355 2 DRAWING No 07 -062 MIAMI —DADE COUNTY ,A _ •,ti• t .= ; ;;;, P.E: SEAL /SIGNATURE /DATE 3 4 5 SHEET 3 OF 26 6 • • • • •. • • • ti 0j 4.576" .745' co • i • •• •••••• 1. G �t .062" 1.325" pv' ERMATE ALIFIED FOR USE W/ HV BLADE (1)0 6063 -T6 ALLOY AND TEMPER VARIES, 12" MIN. 1.000" 2.750° FRONT ELEVATION • •••• • •. :•• LOCKcR FO'R "I" LOCK CENTERMATE • • 'OUALUFt0 FOR U §E.W/• HV BLADE (' ,'LY • • • 6063 -T6 ALLOY AND TEMPER '. HD CENTERMATE W/ NO LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 10 2� 6063 -T6 ALLOY AND TEMPER • 0) rn 1/4" 0 -20 S.S. OR 3/8 ° 0 -16 ACETAL THUMBSCREWS. (SEE DETAILS) X35) LOCKING ROD QUALIFIED FOR USE W/ HV BLADE 10 & 6063 -T6 ALLOY AND TEMPER 2 2 HV FLOATING CENTERMATE QQ ALIFIED FOR USE W/ HV BLADE 0ONLY 6063 -T6 ALLOY AND TEMPER HV MALE "T" LOCK CENTERMATE QUALIFIED FOR USE ti'' ' HV BLADE 1®ONLY HV FEMALE "T" LOCK CENTERMATE ® QUALIFIED FOR HV "T" LOCK 6063 - T6 ALLOY TEMPER QUAUFIED FOR USE W/ HV BLADE (1�ONLY 6063 -T6 ALLOY AND TEMPERA' W /HV BLADE 0 ONLY. 3.161 2.874" QUALIFIED FOR USE W/ HV 6063 - ALLOY AND 7E6 tK HD CENTERMA.; 'N/ L °I% ROD 375 HV 3/8 "g -16 ACETAL THUMBSCREWS • QUALIFIED FOR USE W/ HV BLADE D& cz- HV CORNER CENTERMATE QrALIFIED FOR USE W/ HV BLADE t,1) ONLY 6063 -T6 ALLOY AND TEMPER .432 M co .093" 432 1.030 1 tD .4 ,062" HI? CENTEt< 4 i E 'r R .QUALIFIED FOR USE W/ HV BLADE OD& 2O 6063 -T6 ALLOY AND TEMPER HV 1/4" g -20 AISI 304 FRIES S.S. THUMBSCREW QUALIFIED FOR USE W/ HV BLADE 1 & 1/4" -20x1/ FLAT .NFAD- S.S.M.S. (2 TYP.) 0) .318 1/4 " -2o THREADED • DIE CAST HOUSING ENAMEL BAKED PAINTED PLASTIC HEAD MOLDED TO SCREW 1/4"g-20 x 3/4" CYUNDER CHROME r 3" 5 HV 1/4"-20 THREADED DIE CAST HOUSING ENAMEL co _ BAKED PAINTED Q HV EGRESS LOCK UALIFIED FOR USE W/ HV BLADE 0 ONLY. BRASS CYLINDER (CHROME PLATED) • m THUMBTURN CYUNDER OR KEY CYLINDER - :360" AFTER RIVETING BEFORE RIVETING S.S. THUMBSCREW 1/4"g--20 RIVNUT* * SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE 0 ONLY. (1 P75" ...i. 1 .125" Max. GRESS TURN KNOB. THUMBTURN CYLINDER OR KEY CYLINDER BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 10 & 0 F.B.C.(High Velocity Hurricane Zone) SHUTTER ASSEMBLY SCHEDULE FOR HV (1) AND HV 0 BLADES. • ; t:7 ;_ - ' 1.2V;SED - raS i m will etc Soli& _ ` 7- . : , o - -0/ �---� _— �' . HV BLADE 1 • ALUMINUM WORLD , (ASSA # , 67) 4401 EAST 10 AVE. HIALEAII FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 0 HV BLADE 2 38 HV LONG RECESSED NYLON BUSHING E C 0 N • 39 HV SHORT RECESSED NYLON BUSHING REV. No 40 HV NYLON HAT WASHER • Drown by F.P. DATE 03/31 /07 41 , •....0.18y • HV WHEEL CARRIAGE AISI 302 -303 SERIES 0.870 "x3/16" THICK NYLON WHEEL. "•AISI 302 ', ERIES S.S. RIVETS ••® •• HV i;,4 4A" ACCORDION PIN W/ ; HEAD , ©•.••.F1V 2:7;4" ACC RD1Or PIN W/ #L 'c * P �c� :a Iv t E 94.4 ..,:r :k:� ,,,.. :o$- o3 /a•o E;i-r• >'• :... ':r`' :, O S� �O Z 'Zp13 ;• fj'� •r; �` .i ; • ,zr • .,_^ • u .'r •n • ; t:7 ;_ - ' 1.2V;SED - raS i m will etc Soli& _ ` 7- . : , o - -0/ �---� _— �' . ALUMINUM WORLD , (ASSA # , 67) 4401 EAST 10 AVE. HIALEAII FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY. INC. . BERTHA HV TM Accordion Shutter System I L E C 0 N • ;�,� � _- � . +sue! - '.f!. ;A_�. s. e 41 Control t,.Vt�:" TILLIT TESTING & ENGINEERING COMPANY 635 .W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 • ( X71 -1530. : (305)871 -1531 Phone 305 Fox a —moil: tilteco®ool.com EB 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Lie. # 44167 REV. No DESCRIPTION DATE Drown by F.P. DATE 03/31 /07 �r ` — — :-f — .) 2 DRAWING No 07 -062 MIAMI -DADE COUNTY • ry , � 4"ii •1 0 �° LOU/ P.E. SEAL /SIGNATURE /DATE 3 5 SHEET 4 OF 26 6 • •. • ••• • • • • • • • •• • • • ••••*• • • • • • •• • • •• • • • *se • • • loose • •• • • • F„I,V PihtI E .;'RIOR BLADE_ KNUCKLE Ear (1) HV PIN €11 SHALL ALWAYS BE UED AT ALL EXTERIOP. BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 BLADE. (2) HV PIN 0 MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ BLADE WHEN CORRESPONDING TO INSTALLATIONS "CC" AND 'UU', SHEET 22 OF 26. (3) HV PIN © OR W/ 1/2" 0.0.. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEETS 11 & 24 OF 26. 00.324" ' v 0 _ 38 N u_ or @3 (SEE NOTE FOR REQUIREMENTS) Z 'ICAL iUTTF7 ASSEMBLY SCALr '3" = 1" WHEEL CARRIAGE DETAIL N.T.S. EXTERIOR ROOS 1111 ft- 315 "0 It ■C1 LJJ a) a v i ii M N 0 tt M cV 47 k , X38 ASSEMBLY LAYOUT N.T.S. EXTERIOR HV PIN 4 OR 43 AT EXTERIOR BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) F.B.C.(High Velocity Hurricane Zone • .i:. :c. t..GCt...9 MIAMI —DADE COUNTY P:P1; 0 :I 2[ID'r P.E: SEAL /SIGNATURE /DATE IL ECO�N�.� TIWT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —maih .t lteco0aoi.com E8- 0006719 • WALTER A 11LUT Jr. P. E. FLORIDA Lie. # 44167 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 3 4 5 6 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV' Accordion Shutter System DESCRIPTION DATE Drawn by. F DATE: 03/31 P. /07 DRAWING No 07 -062 SHEET 5 OF 26 • • .H •••• • • • ••• •• ,• • • • • • • •••Em: NfgvoN • • :S ON • !T 11 TYP! • •oseiEIGHT. •••• • •••• PRQ&UC'!; RENE 2'R?A sus ch'.:.e.! 1 .:�.: C_. :: :11::, 1. -.>, •, ,,.m ;:;_.:! -: f".:.: 0 10. Il ll OR ®OR ®+ O OR ®OR' + 1 3 OF 1� 1 OR ©) + @OR © +(� �OR (L 4 + ll /IOR® +O+ 18 OR 15 + ®c + ®o.®+ 0 ®+ ()0R 19 +130R19 +1�5 TYPICAL (D HV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE * NOTES ON- HV LOCKS AND CENTERMATES: 1. MANDATORY C01IDR1ON #1: ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BE OW 2 OF SHUTTER SPAN FOR- SPANS UP TO 105 ", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK ( or (J MAY BE USED AS AN INSIDE OR 'OUTSIDE LOCK, ATTACHED "TO (t OR qt CENTERMATES W /(2) 1/4 "0 - 20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2 „1141 •■ •• •;d ■•.•N•■ 1 C►..I • ....►•. •; 0•• 1.1 •1 . - FLOOR/CEILNG IN STALLATIONS. TWO HV LOCKS - OR OR -ONE HV LOCK C! OR W/ TWO LOCKING RODS S AT TOP & BOTTOM SHALL BE SED F ANY SPAN AND INS ALLATIO AT ANY ELEVATION. HV LOCK ® OR ® SHALL BE .ATTACHED TO ' OR © CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY. CONDITION #1. LOCATION OF _LOCK - LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. OP TO TWO HV 3. LOCKS OPTIONAL �ONOR �9 MAY IF BE USED D AN INSIDE OR PERFORMANCE 'OUTSIDE LOCK. CONNECTION OF LOCKS T CENTERMATES OR ® BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4 2 IS USED W/TWO H.V. LOCKS); LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFO'MANCE. LOCKING RODS i OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION #2: ONE HV LOCK ® ? SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or ® SHALL BE USED- AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W /(2) 1/4 0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS AT TOP Sc BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 6 2;1 • I ■■■1 • .. :••: •a • ► I I I • ► • . I • L • ; 111 • • , ; , 1/,. MR . • ►11 ;.,.1 41 • ; el". • ONE ALTERNATE HV LOCK fti,1 MAY BE USED IN LIEU OF HV LOCK or ek FOR ANY SPAN AND INST• LATIONS AT ANY ELEVATION. AL ERNATE LOCK ® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. THUMBSCREW TO }1 OR ® CENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. *NOTES ON HV "T" LOCKS AND CENTERMATES; 1 . • ■• • 1 G►• 1 • ,. :►•: ea •L•11•► . .• •. •; .1 • . 43 •►I .114;.,.1 _ 4'; :►• at . ONE ALTERNATE HV "T" LOCK ® MAY BE INSTALLED IN LIEU OF HV LOCKS ® OR ® FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK do MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK 0 INCLUDES USING REINFORCING LOCKER © , AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4 "0 - 20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8 "0 x 3/32" WINGNUT OR W/ 1/4 "0 -20x1" S.S.M.S. INTO A 1/4 "0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTES ON HD LOCKS & CENTERMATES: .11 1. : ONE ALTERNATE HD LOCK MAYBE USED IN LIEU OF I LOCKS (3 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK O4 TO ® IS W/ 3 #8 x 3/8" F.H. S.S.M.S., AND INCLUDES REINFORCEMENT INSERT Ig AS SHOWN ON SECTIONS HDB —HVB AND HDC —HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 35 IS COMPLETELY OPTIONAL. F.B.C.(High Velocity Hurricane Zone) PRODUCT P.17,NEWED rxca.v.i :. ?:Walt r� "- `'' - • 07 �t~� = �$ A : 20 / 3 ,_. � � C � r N ••••,•. •.. r11.:.:;'.: _ =:=„S �: ;.;- : ' : - 7 07 -0¢ .en : } : :: : : ,:ALE �� `_ -�.. 7i ALUMINUM WORLD INC. { ASS A # 6 7) 4 401 EAST 10 AVE HIA H, F l. 33013 PH: (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY. INC. BERTHA HV TM Accordion Shutter System I ILIE C 0 INC I N _ E':. --- --- _ = E =' '�; u i+CG::O i � @ D :v ;.4 ......,TILLIT TESTFNG &ENGINEERING COMPANY. • b355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e-mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. 44167 R . N o DESCRIPTI DATE Drown b F.P. Y 1 DATE: 03/31/07 2 DRAWING No 07-062 MIAMI —DADE COUNTY A.N -1 Ci Ct 213D7 P.E. SEAL /SIGNATURE /DATE 3 4 6 6 OF 26 • • • .• • POURED CONCRETE REQUIRED ■ E. D.* •• •• • • • •••• •••• EXISTING -i GLASS ---I MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) • •• • • LXISTING • • • • • CLASS---•• • • • • •• ••� • •141�J. SL.:RATION • ..TO GLASS • • • • � 4S�EE SCHEDULE • • •• • i •••• SHEET 12) • • • • • • I •• • • ••• • I• • V A' L L ST. LLA 0 RED CONCRETE CONCRETE BLOC L REQUIRED • E. D.• OTE FOR COMBINATION OF SECTIONS: - SEE SHEET 4 FOR TYPICAL SHUTTER SSEMBLY - MOUNTING SECTIONS CAN BE COMBINED 4 ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) OR1-. C ,CRETE ANCHORS (SEE SCHE' ;SHEET 13) .257" Max. X • POURED CONCRETE' REQUIRED * E. D. = EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS SEE SCHEDULE ON SHEET 13) R OPTIONAL MIN. SEPARATION ' TO GLASS a — (SEE SCHEDULE ON EXISTING SHEET 12) GLASS---1 EXISTING GLASS ---I BO HV WALL HEADER 'INSTALLATION w 1" Min. 1/4 "0- 20x3/4" S.S. EO MACHINE SCREWS USING 1/4 " -20 NUTS 0 12" 0.C. MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) EO HV WALL SILL INSTALLATION .257" Max. 1/4"6-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1 /4 " -20 NUTS ® 12" 0.C. POURED CONCRETE OR CONCRETE BLOCK REQUIRED EXISTING GLASS EXISTING__,,,] GLASS I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) OPTIONAL • MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 0 HV WALL HEADER INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) OPTIONAL CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 13) INSTALLATION DETAILS W/ (1) HV BLADE 1/4 "0- 20x3 /4" S:S. MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" 0.C. 1" - Min . -EQ -E0 POURED CONCRETE OR CONCRETE BLOCK REQUIRED HV WALL SILL INSTALLATION EQ .257" Max. H , M ax. OR 1rj 1" Min. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" 0.C. F.B.C.( Velocity Hurricane Zone • • • • • • • • •• I IA. • sAktioN • T • - .....,1_____ ( 9CREt • • EXISTIV. GLNS. • • • •• • •• • • • ••• •I •••• • •••• POURED CONCRETE REQUIRED I EXISTING j GLASS -- i #14x3/4" HEX HEAD TEK SCREWS ® 9" 0.C. OR 1/4"0-20 S.S. M.S • W/ NUT CAD 9" o.( I MIN. SEPARATION 1 TO GLASS r SCHEDULE ON SHEET 12) • •. �✓• GE LING INSTALLATION AVID 12) • _ • • • • • • • • I.f CONCRETE. ANCHORS (SEE SCHEDULE ON SHEET 14) CONCRETE f. . ZS (SEE SCHEDULE ON SHEET 15) OPTIONAL POURED CONCRETE REQUIRED JO HV RAINGUARD i 4STALLATION t OTE FOR COMBINATION OF SECTIONS: - SEE SHEET 4 FOR TYPICAL SHUTTER SSEMBLY - MOUNTING SECTIONS CAN BE COMBINED I ANY WAY TO SUIT ANY INSTALLATION. PPS. . IJC RENEWED eu_i,1..; K.,..:: §:k o8 -o3Lo • 07 X1 * E. D. EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 14) e'11% .P 2 In N 2 n MIAMI -DADE COUNTY EDGE OF SLAB IF APPLICABLE EDGE. OF SLAB IF APPUCABLE ,0 EDGE OF SLAB IF APPUCABLE POURED CONCRETE REQUIRED EXISTING CLASS• -'1 1 MIN. SEPARATION To GIASS- (SEE SCHEDULE ON t • SHEET 12) ALTERNATE ANCHOR LOCATION E. D. Q HV FLOOR INSTALLATION t EXISTING GLASS —1 MIN. Sr .ATION I_ TO .SS I (SEE SC )ULE ON SHL. ■ 12) POURED CONCRETE OR CONCRETE BLOCK REQUIRED 0 HV � a ;. LOOR INSTALLATION APR (► 207 P.E: SEAL /SIGNATURE /DATE r`.Oi•+nnrr ANCHOR MULE ON SHEET 15) THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT T OR ENTRANCE g • 711.711a7 C. TIWT TESTING & ENGINEERING COMPANY. 355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax (305)871 -1531 e -mail: tiltecoOool.com EB- 0006719 WALTER A. 11UJT Jr. P. E FLORIDA Ltc. # 44167 #10x3/4" HEX WASHER HEAD TEK SCREWS ® 12" 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 14) E. D.* EDGE OF SLAB IF APPUCABLE #10x3/4" HEX WASHER HEAD TEK SCREWS 12" 0.C. # 14x3/4" S.D.S. ® 9 "O. C. EXISTING GI r "S EXISTING GLASS ---I 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) • POURED CONCRET REQUIRED al HV WALK- -O/ER INSTALLATION CONCRETE ANC' ... RS (SEE SCHF^' E ON SHEET 3) INSTALLATION DETAILS W/ � HV BLADE MIN. SEPARATION TO GLASS — (SEE SCHEDULE 0 SHEET 12) ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 R1$ REV. No 2 4 5 E. D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 15) � N #14x3/4" F.H. S.D.S. © 9" 0.C. SEE NOTE 13(b) ON SHEET 1 EDGE OF SLAB IF APPUCABLE POURED CONCRETE OR CONCRETE BLOCK REQUIRED © HV WALL WALK -OVER INSTALLATION 1 /4 " ,� Max. F.B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERThA HV TM Accordion Shutter System DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET OF 26 > ,cr ZS p 4 as • `,¢ e�? RENEWED .: 41 ,t, . '�?" -;: � o _03 . w I • ' . . " " ' 6 o Zo 1 3 � �, - ' t iA iyJ1 + .�.. `SF � . �.:.�, .., rlo:sc°a ._ .:i L` o - 64 4�e �:j r :r:.".1:11 , . , . �s..e • ALUMINUM WORLD, !N� r (ASSA # 167) 4401 EAST 10 AVE. HIALEAH. FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System 1 L E C N �. �.. t F^. , ,; �;: r TESTING & ENGINEERING COMPANY . 63 N.W. 3 6th. St.. Ste. 305, VIRGI GARDENS, FLORIDA 33166 Phone (305)871 -1530 . Fax ; (305)871 -1531 e-mail: tilteco ®ool.com EB- 0006719 WALTER A. TILUT Jr. P. E. FLORIDA Lic 44167 REV. No DESCRIPTION DATE Drown by F.P. a.. ;.� '�� .-° - �_ -act Ccntrot :: �T I LLIT -- -_..._ 1 DATE: 03/31/07 2 DRAWING No 07 -062 l vY�_= :!:�• MIAMI -DADE COUNTY APR �� !) e) L�I.�j P.E. 'SEAL /SIGNATURE /DATE 3 4 9 OF 26 6 SEE END CONNECTION DETAILS ON SHEETS 11 • & 20 OUT 2 "x2 "x 1 /8 "x0' -2 (6063 -76 ALLOY) ALUM. E W /(2) 1/4'4 TAPCON ANCHORS T0•(lONC ETE • • (T0P%®01;1121) & • • SDx02" S.M.S. TO UBE • AT AN6•<6.•iYP) • • • • • • • • • • • - a • • • • • • _ • • • • • • • • • • •• • ..•• • 1� ••• • • • • SEE NOTE 6 FOR HV "T" LOCK, ON SHEET 5. 1 SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. IN p EXISTING GLASS Q OR (13 ox ©+ O OR 174 1 OR 1 0 + o OR 1 0 ('I /) + Q OR + ©OR ��.► I //) + CO OR © +O + Q +O + 1 8 OR O+ ®OR (3+0°R® +OOR ®+ ®oR > 1 .00+ 1/2- L ----------------------------------- - - - - -- #10x3/4" S.M.S. ® 12" • O.C. FULL LENGHT. * I N LOCK (INSIDE) 0 ® LOCK (INSIDE) ALTERNATE INSTALLATION W /HV "T" LOCK o, HV MALE /FEMALE "T" LOCKS CENTERMATES LOCKERS WJ 1) HV BLADE * * BLADE 0 SLACK DETAIL HVF, INDICATED ON SHEET. 8, AS WELL AS UNIVERSAL FLOATING BLADE 0 DETAIL HDD -HVD INDICATED ON SHEET 10, MAY BE USED WITH THIS ALTERNATE INSTALLATION DETAIL HVG SHOWN IN THIS SHEET. HVG* SEE END CONNECTION DETAILS ON SHEETS 11 & 20 OUT 1/4" 0 -20 "x 1 1/2" S.S.M.S. W/ 7/8 "0 x 3/32" WINGNUT. HV "T" L0 ( 'K (OUTSIDE) CO 1/4" 0 -20 x 1" S.S.M.S. W/1/4"0 x 5/8" RIVNUT t, NYLON SCREW HEAD MIN. SEP TION TOG S (SEE SCH DULE ON SHEET 12) HV "T" LOCK (OUTSIDE) F.B.C. ( Velocity Hurricane Zone IP `J [� Pd ase0?yat�t. a'„° k ..... o — 0 3 1 0. 07 Pi : o - � Jr nt Y.. _� ' " `' F•=10-'):'.;•:: ;,EVISIED p ;.K Ant 1:._�. ! C 7 PH (305) WE3RLD INC.: (ASSA # 167) 4401 EAST 10 AVE. 1 I A( ► FL 33013 825 -1355 FAX (305) 825 -1356 ' _...__ - - -• -, ©2003 EASTERN METAL SUPPLY, INC. w TM Accordion Shutter System IL E C O I a � . - -:- -: ; Q- - I, • • -. :f...r! �d:ol ILLIT TESTING & ENGINEERING COMPANY. 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS FLORIDA 33166 Phone : (305)871 - 1530 . Fax Fox : (305)871 -1 531 e —mail: tilteco ®ool.com R A 00 T 9 WALTER P. E. FLORIDA Lim. 44167 REV. No DESCRIPTION DATE Dro wn by: F.P. DATE: 03/31/07 '`1 � 1 2 DRAWING No 07-062 MIAMI —DADE COUNTY iris at 8 LU�I/ APR y P.E: SEAL /SIGNATURE /DATE 3 4 5 SHEET 10 OF 26- , s • • •• • • • • • •• • 2 "x2 "x1 /8 "x0' -2" (6063 -T6 ALLOY) ALUM, ANGLE W/ (2) 1/4 "40 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #14x1/2" S,M.S. TO TUBE AT EACH ANGLE. (TYP) • • • OUT ••• • • • •••• a • • •• • • • • • •• • • •• •• • •• • •• •• • • _•- -•-•- • •• • • •\ 1 •••• • • OSO • • • • • •• • • • • • HDA —HVA IN r _ EXISTING GLASS \7 ORC4OR0+ OOR ®OR 1 0 +00R 0+ + 1 5 OR ©+ ©OR © +Q OR +O + ©0R® +O+ 18 OR 0+0 OR3 + 00R0+© OR ® +®OR 1 9 + © 0 R19+0 #10 x 3/4' S.M.S. 0 12" 0.C. * SEE ON LOCKING RODS ®& Hu j LOCKS ON SHEET 5 * * UNIVERSAL FLOATING BLADE Q3 DETAIL HDD -HVD 1S VALID FOR ALL CENTERMATES APPS ,,;, :! " ^ 'S - H BLADL 0 1 INSTALLATION (1) HV BLADE IV HD CENTERMATES EXISTING GLASS ..- ---- — _. _ —, — ----------------- — _________ � MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12 (OPTIONAL) HDB —HVB SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) (4) H.V. PINS (TYP.) HDD —HVD ** I -N 6 1/2" ( o ur s DORCI (4) H.V. PINS (WP.) SEE END WALL CONNECTION (OPTIONAL) HDC —HVC SYMMETRICAL HD CENTERMATES W/ ®* LOCK (INTERIOR) © OR OR © +OOR ®°R10 +QOR 10 15 O R © +Q0RO +OR © +O + 0°R0 +O + � OR Q+ ®ORl ©+ 0°R0+ .J)+ OR ® �®OR 19 +©4R +® D 0 F.B asamp:l$ca . r „. = -t• A.,..,,,,.,...,, A.,..,,,,.,...,, d 1• kt :_;i, : : :'s TTi= 'i+i:7 — " �T Ko o � . 4741011 a r -� — _ _ ALU MINUM WORLD, 1fSlC (ASSA # 167) . 4401 EAST 1 Q AVE. HIALEAH FL 33013 PH (305) 825 - 1355 FAX (305) 825 - 1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA � HI,' Accordion Shutter S • System y I L E C 0 •f N c. -- •T1LLIT TESTING & ENGINEERING COMPANY 6355 NA . 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fox (305)871 -1531 e—mail: Glteco ®aol.com E13 • WALTER A. TILUT Jr. P. E. FLORIDA Uc. # 44167 s,. ,.:... ,....: 13 o rir ,..° : • • • :Q. :/p Z.O ' J —. ' ,;. •... ` ; ..,,, : 1 > >., - 3 F:IV..;w_ ` .. �e t. n- ,jq;c C onn oY `' 1I : M • 1 C REV. No DESCRIPTION DATE Drown by: F.P. • 1 DATE: 03/31/07 2 • DRAWING No 07-062 MIAMI —DADE COUNTY p r�� �` L�I�I/ P.E: SEAL /SIGNATURE /DATE 3 4 5 SHEET 11 OF 26 6 • • •. • • CONCRETE ANCHOR // ® 16” O.C. / EQ,i iI • ••• LOCATE AT TITHER SIDE )F SO) • • •••••. • • •••••• ••••• 1/2" MIN. 10x1/2" S.M.S. Av1 ® t6" 0.C. Cp u + • •r ®c. ©`ORO. •• • • • �j t • • .END. CONN CTION DETAIL 0 •••• •• • •••• • • • •••• 0 •••• • • • ••• • • • • ' • • • • • •. • • •••• • • ••• CONCRETE ANCHOR 16" 0.C. T - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • EQ 2" MIN. 1/2" MIN. EXISTING GLASS END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1 0.©"" - EXISTING GLASS MIN SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/16 "x3" MAX. (6063 -T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF ®) #10x1/2" S.M.S. ® 16" 0.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS T7 1/2" MIN POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED /—EXISTING GLASS 0 +0 + © ..©`O +®." END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) SEE DETAIL X FO SIDE CONNECTION TO TRACKS CONCRETE ANCHOR 12" 0.C. 1/2" MIN. On ®pi ©iOgl ®a�t0 i�dn 10.©So"0i(3o"0+ 0°a ®- ®,4p + ©.19 :0 END CONNECTION DETAIL EXISTING GLASS 1 J_____MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 043...0.0<>"0 0`0 ` 0` V4 )i Va.00+® f • 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) j -EXISTING GLASS 373:21:81 © + + ®Qn®i ®e. ® i�$oa�s +�1s•� END CONNECTION DETAIL OUSE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1/8 "x0' -2" ALUMINUM CLIP ANGLE (6063 -Tfi ALLOY) AT MIDHEIGHT (1) #10x1/2" S.M.S. TO ® & (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF ® ) SEE DETAIL X FOR SIDE CONNECTION TO TRACKS OR ®OR « OR � OR °R (3 OR PLAN DETAIL X .0 .O..10.0.113". END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" I A '�; ® OR ®OR C D OR I I, OR oR aOR3 VIEW Y END INSTALLATION HV BLADE INTO CONCRETE OR_ CONCRETE BLOCK WALL. F . B . C . ( HiQh V etoc t OURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS Hurricane MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) Zone MAXIMUM SHUTTER SPAN* "L +" OR "L — " (ft.) FOR INSTALLATIONS W/ 9 " • . _ CENTERMAT S, J & + ONE HV LOCK t b OR 0.9 - OR 26 W/ NO OCKING RODS +(SEE NOTE t) MAXIMUM DESIGN* LOAD (p.e.f.) (+ OR - ) CONCRETE & WOOD INSTALLATIONS A WAU_ MOUNTINGS & FLOOR /CEILING MOUNTINGS 1 + (ft) l - (ft) 30 12' -3" 14' -9" 35 11' -9" 13' -8" 40 11' -4" 12' -9" 45 1i' -1" 12' -0" 50 10' -9" 11' -5" 55 10' -6" 1O' -11" 60 10' -3" 10'--5" 65 10' -0" 10' • 0" 70 9' -8" 9'- 75 9' -4" 9' --. 80 9' -0" 9' -0" 85 8' ._ ID" 8' - 9" 90 8' -6" 8' -6" 95 n'. - " 8' -3„ 100 9' -7" 8' -1" :05 7' -11" 7' - 11" 11U 7 ' -8" 7` - 7'' 115 , 6" 7' -3" 120 7' - 4" 6' -11" 125 3" 6' - 8" 130 7' -1" t .. S 6' -11" G 140 6' -10" 5' -11 145 6' -8" 5' -9" 150 6' -7" 5' -7" 155 6' -6" 5' -5" 160 ' -5" 5' -2" 165 3" 5'- I " 170 6' 4' -11" 175 6' -1" 4' -9" 180 6' -0" 4' -8" 185 5' -11" 4' -6" 190 5' -10" 4' -5" 195 5' -9" 4' - 3" 200 5' - 9" 4' - 2" 205 5' -8" 4'-1 " MAXIMUM SHUTTER SPAN* "L +" OR "L —" (ft.) INSTALLATIONS W/ SYMMETRICAL CENTERMATES 0 &+ �W /TWOHV0OR g OR' I LOCKS OR TWO LOCKING RODS ® TOP /BOTTOM W/ ONE HV LOCK ® OR .-OR 0+ (SEE NOTE t) MAXIMUM DESIGN LOAD (p.e.t.) (+ OR —) CONCRETE & WOOD INSTALLATIONS • •FLOOR /CEIUNG MOUNTING 1 + (ft) L - (ft) 30 13' -1" 16' -0" 35 12' -7" 15' -7" 40 12' -2" 15' -2" 45 11' -9" 14' -3" 50 11' -6" 13' -7" 55 11' -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11' -11" 70 10' -7" 11' -5" 75 10' -4" 11' -1" 80 10' -0" 10' -9" '''? 9` -9" 10' -5" y0 9' -5" 10' -1" 95 9' -2" 9' -10" 100 9' -0" 9' -7" -, 8' -9" 9' -4" 1.. 8' -7" 9' -2'" 115 Z' -1" 8' -71" 120 8' -2" 8' - 9" 125 8' -0" 8' -5" 130 7' -10 "^ 8' - 1" 1 :J., 7' - 9" 7' -9" 140 7' 7" 7 -6 145 7' -5" 7' -3" J0 ' 7' -4" 7' -0" 155 7' -2" 6' -9" 160 -1" 6' -7" 155 7' -0" 6' -4" 170 6` -11" 6' -2" 175 6' -9" 6' -0" 180 6' -8" 5' -10" 185 6' -7" 5' -8" 190 6' -6 5' -6 195 6' -5" 5' -5" 200 6' -4" 5' -3" 205 6' -3" 5' -1" • SEPARATION TO GLASS REQUIREMENTS (1) SEE BELOW FOR MINIMUM SEPARATION TO GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN THE FIRST 30' -0" ELEVATION OF' BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30' -0•" ELEVATION OF BUILDING, MEASURED AT BOTTOM OF SHUTTER IS 3 ". • MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK -WITHOUT LOCKING RODS du a al: 3) or (I% HD LOCK TWO LOCKING NOTE' SHUTTER SPAN INSTALLATION W/ SYMMETRICAL INSTALLATION W/ OPPOSING CENTER MATES CENTERMATES 105" OR LESS 3 5/16 "A 4" >105" TO MAX. ALLOWED 3- 7/8 "• 4" - • USE 2 1/2" FOR HD LOCK eV OR �3�j+® USE INDICATED VALUES FOR HV CENTERMATES. - . MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION[ YI/ SYMMETRICAL INSTALLATION W/ OPPOSING CENTERMATES CENTERMATES 105" - OR LESS . 2 3/4" ** 3 3/16" >105" TO MAX. ALLOWED 3 1/4" * ** 3 1/4" INSTALLATION LEGEND —" (ft.) l _1 W/ ONE W/ Q & RODS t) . du a al: 3) or (I% HD LOCK TWO LOCKING NOTE' MAXIMUM ESIGN LOAD 03.s -f.) (+ OR - ) CONCRETE & MANSORY WOOD WALL MOUNTING A, B, C, D, E, F, K. & L. M, N, 0, P, Q, R, S & V. FLOOR /CEILING MOUNTING G, H, I & J. ' T, U, W & X. . MAXIMUM SHUTTER SPAN "L FOR INSTALLATIONS W/ CENTERMATES, CO & ® or HV LOCK ® or or or NO LOCKING ROD ® OR CENTERMATES W/ ONE HV LOCK ® W/ ® TOP & [BOTTOM +(SEE +" OR "L —" (ft.) l _1 W/ ONE W/ Q & RODS t) . du a al: 3) or (I% HD LOCK TWO LOCKING NOTE' MAXIMUM ESIGN LOAD 03.s -f.) (+ OR - ) CON BETE & W000 INSTALLATIONS • - WALL MOUNTING FLOOR /CEILING MOUNTING L + (ft) 1 - (ft) L + (ft) L - (ft) 30 13' -2" 15'-O" 13' -2" 16' -0" 35 12' -8" 14' -10" 12' -8" 14' -10" 40 12' -3" 13' -10" 12' -3" 13' -10" 45 11' -11" 13' -1 ". 11' -11" 13' -1" 50 •'1M -7" 12' -5" 11' -7" 12' -5" •. 5 • '11 • - -4" :11: 11' -4" 11' -10" 6Q a " 1' -0" 11' -4" r . 10' -10" •10 1o' -7" 1o' -1o" 1.0 -4, 10' -2" 10' -6" w" 70 • ..28.0 • g' -18" S'cAi • • •'•6i 9' -7" 9' -3" 9' -10" 9, -6., 85 • • 9 •• t% 11' -3" - • ••6'• • 9' -0" 9' -3" •.QS. • x.41 • 'OAT** 8' -9" 9' -0" • 0100 ••8'-'3" r - j '•. 7 • 8' -6" 8' -9" ••IDS• . '- 8' -4" 110 .$!" 7'--7" % - J ' 8'- ^" -11 115 8' -2" 8' -O" 7' . " 120 8' -0" 6'-11" 7' -10' 7 -' 125 7' -10" 6' -8" 7' -b'• 7' -0" 130 • . 7' -8" 6' -5" 7' -6" 6' -9" 135 7' -7" 6' -2" 7' -4" 6' -6" 140 7' -5" 5' -11" 7' -3" 6' -3" 145 7' -3" 5' -9" 7' -1" 6' -0" 150 7' -2" 5' -7" .7' -0" 5' -1b" 155 7' -0" 5' -5" 6' -10" 5' -8" 160 6' -11" 5' -2" 6' -9" 5' -6" 165 6' -10" 5' -1" 6' -8" 5' -4" 170 6' -9" 4' -11" 6' -7" 5' -2" 175 6' -7" 4' -9" . 6' -5" 5' -0" 180 6' -6" 4' -8" 6' -4" 4' -10" 185 6' -5" 4' -6" 6' -3" 4' -9" 190 6' -4" 4' -5" 6' -2" 4' -7" 195 6' -3" 4' -3" 6' -1" 4' -6" 200 6' -2" 4' -2" 6' -0" 4' -5" 205 6' - 0" 4' - 1" 6' -0" 4' -3" r ', o.S.�L24 _ ! 3 : ';..: 4. i'st .,x: Fa .1: : ::,:,!. . r.:.:.. osza ` -'�--- . ALUMINUM WORLD INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305)' 825 - 1355 FAX (305) 825 - 1356 42003 EASTERN METAL SUPPLY, INC. BERTHA H I/ TM Accordion Sutter System C . /��� � ���� � — LIT TESTING & ENGINEERING COMPANY • 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone • (305)871 -1530 . Fox : (305)871 -1531 tilteco ®aol.com EB 0006719 WALTER A. TILLIT ,Ir. P. E. FLORIDA uc. # 44167 REV. No DESCRIPTION DATE Drawn by: F.P. DATE: 03/31/07 , .� ` ___. — , ... • 1 2 DRAWING No 07-062 '• ' 1 .esf. MIAMI -DADE COUNTY (; t q `e,! Air! - . ` '' MI( P.E. • SEAL /SIGNATURE /DATE 3 4 5 1 2 H OF 26 21. cenmpl) SCHEDULE #] SCHEDULE #2_ SCHEDULE * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L - MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TO DETERMINE MAXIMUM -SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR/CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: Lt += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR/CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 - MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM QE7 EN "Lt +-", "L2+ , "Lt - " AND "L2 - " k4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO. . DETERMINE MAXIMUM ANCHOR SPACING. A MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR .INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. • t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 5' OF 26. HV BLADE ** USE 2 15/16" FOR HV "T" LOCK ® W/ 35 * ** USE 4 1/8" FOR HV T LOCK 30 W/ 35 USE INDICATED VALUES FOR HV CENTERMATES. F. B.C. (High Velocity Hurricane Zone uAA MU - D SI r AUK_ U •. .T. .P1 _ OK 1. rvtvum um Al um ti AV• r 11 1. �� C. U I 'I` SEE •. ^ . _. • : -,•:: u _ o : ;n i7.1-.:4:1 :s::..:1.1:' a o ff { ¢+ 0l >. / . ( a / , ,,:., ,.,• • .: •-- .,...,, t � TAPCON ANCHOR 1 . . •. • •: 1 . V.N u I. : V 'kb ' •:: P•NI ► u• >L • -SEr -ALL WEDGE . - .. ...O:� FOR CONCRETE OR CONCRETE - BLOCK INSTALLATIONS SPECIFICATIONS ON SHEET 14 BOLT F 6) .. (SEE MOUNTINGS A, B, C, D AND ON SHEET MAXIMUM SPAN (ft) POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK 0 WALL HEADER MOUNTING WA (3 WALL HEADER • ,C ® WALL. HEADER MOUNTING Q WALL SILL MOUNTING W/ 0 ( D ) WALL SILL MOUNTING . Q & © WALL HEADER /SILL NEGATIVE DESIGN LOAD (psf) . . 2 NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psi) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) .30 40 60 75 90 120 160 205 0 0 61 6 90 0 60 0 30 40 60 75 90 0 60 0 0 0 60 90 120 f60 205 30 40 60 75 90 120 160 205 .30 40 60 75 90 120 160 205 3 OR LES 14 12 Meg 8 8 6 � i• w 8 8 8 6 6 6 6 14 14 12 12 10 10 9 9 • • 8 8 6 3 14 12 10• • 9 8 8 6 3 7.5 8 6 8 14- 12 14 12a • •0 •��� 0� 9 8 8 8 8 8 � 14 14 � � E'e��� 12 72 mum lign 10 Li 8 8 8 8 8 8 8 8 8 8 8 6 6• 6 6. 6 -6 6 6 6 3.5 14 14 14 14 14 14 12 12 12 12 12 12 10 10 10 10 10 10 9 9 9 9 9 9 : 8 8 : 8 8 6 6 6 6 14 14 12 12 • • • 10 10 • a J 8 '8 : 8 3 5.5 - - - 14 14 12 12 • • 10 10 • 9 9 8 8 : 8 6 : 6 - 5 - 8 8 8 8 8 8 8 B 8 8 : 8 6 8 8 5.5 8 8 4.5 8 8 4.5 8 8 3 ' 8 4' -0" 14 12 14 12 •14 12 5 -0" 14 72 14 12 14 12 ii1 8 8 ®��M � �r,J 10 8 8 8 8 8 6 3.5 4.5 - 1412 14 14 12 12 109886614 10 10 9 9 • • • 8 4 5 - - - - - 14 14 12 12 10 10 • 9 8 8 6.5 84 3.5 - - - 8• 8 8 8 8 8 8 8 8 6.5 8 5 7 3.5 8 6 - 6 i • • • 1.0'4" • 1 4 1 2 1•R 14' • 12' 12 � � R � 10 9 9 8 8 8 5.5 6 - 4 - `14 14 12 12 10 10 9 9 8 8 8 8 6 6 6 .4 . 74 14 12 12 10 9 9 5 7.5 - 3 - - - - - 14 14 12 12 10 8 9 .7 8 5.5 7 - - - - - 8 8 8 8 8 8 8 7 8 5.5 8 4 5 - 4.51 - •••- • •7' -0" • •• - . 1� j 2 14••72' • • 4 �12 10 9 8 6.5 3 - 14 12 10 9 • • 7.5 4.5 14 •1 • • 6.5 4 - 10 9 8 8 5 - 14 12 10 9 8 8 6 - 6 14 12 10 9 4 - - - 14 12 10 9 8 3.5 - - 8 8 8 8 8 8 5.5 3.5 ••••• .•„ 14 "12 • 3 - - 10 8 8 3.5 - - 14 12 10 9 8 8 5 - 14 11.5 7 3 - - - - 14 11.5 7 6 3.5 - - - 8 8 7.5 6 5 3.5 - - 14 •f2 ��� 10 9 8 4.5 - 14 12 l 9 8 8 6 - 14 12 10 7 4 - - - 14 12 10 9 '.8 3 - - 8 8 8 8 8 7.5 5.5 3.5 14 • f2 10 9 8 ®� 10 9 8 7 - 14 12 +: 8 8 6 - 74 72 10 5 3 - - - 74 12 70 9 7 8 8 8 8 8 5.5 4 - • p�. •• • 14••1`x' 0 5.5 3.5 �� 9 6.5 - - - 14 12 10 8 6.5 - - 13.5 10 4 - - - - - 13.5 10 6.5 5 - - - - 8 8 6 5 4.5 3 - - 14' 1 0 6.5 4 ® � • 9 7.5 3 - - 14 12 10 9 8 7.5 - - 14 12 ]0 . 5 - - - - 14 12 10 9 5.5 - - - 8 8 8 8 8 6 4.5 14' ie 30 9 4.5 7 4 - - 8 ::.5 • - - 14 12 10 9 8 8 - - 14 12 7.5 3.5 - - - - 14 12 10 9 4 - - - 8 8 8 8 8 4 3 - •••• 0 111 • - • 0" 14 '12 3 - - - 14 12 10 9 4.5 - - - 14 12 10 9 14 12 9.5 5 3.5 - - - 14 ,_ 10 9 5.5 - - - 14 10 9 8 - - - 14 12 7 3.5 - - - - 14 12 10 8 4 - - - 8 8 8 8 .8 5.5 4 - 14 12 10 8.5 5.5 - - - 14 12 10 9 8 - - 14 12 10 9 8 - - - 14 12 5 . - - - - - 14 12 10 5.5 - - - - 8 8 8 8 7.5 4 - - - - '? 14 12 10 0 - - • - 14 12 10 9 - - - - 11 8.5 - - - - - - 11 8 5.5 8 8 5.5 4.5 3.5 - - - - - 14 12 10 7 - - - - 14 12 • 9 - - - - 14 12 5 3.5 - - - - 14 12 10 5 - - - - 8 8 8 8 8 4.5 3.5 - - - - 14 12 10 9 - - - - 14 12 • • • - - 12' -0" 14 12 5 14 12 10 - - ; : 10 - - - - - 10 7.5 - - - . - - - 10 7.5 3.5 8 5 4 3 - - - 14 12 5.5 - - - - - 14 12 10 - - - 14 12 10 - - - - - 14 12 4 14 12 10 8 8 8 7.5 • 5.5 - �j� 3 - 14 12 9 - - - - - 14 12 10 - - - - - 14 12 14 12 3 - - - - - 14 12 7 • 8 8 8 7.5 13' -0" 14 12 4 14 12 7.5 - - - - - - 14 12 1t 14 12 4.5 14 12 9 - - - - - ` 14 12 10 - - - - - 14 12 4 - - - - - 14 12 6.5 8 8 8 8 6.5 3.5 - - 14 12 7.5 14 12 10 - - - - - 14 12 10 - - - - - 14 9 - - - - - - 14 12 4.5 8 8 8 7 4.5 - - - 14' -0" 14 10.5 3.5 14 12 5.5 - - - - - 14 12 10 . - - - - - 8.5 3.5 - - - - - - 8.5 6.5 8 6.5 4 3 - - - - 14 12 4 14 12 6.5 - - - - - 14 12 10 - 14 12 6.5 14 12 10 - - - - - 14 12 10 15' -0" 14 8.5 14 12 - - - - - - 14 12 14 9.5 14 12 - - - - - - 14 12 8 8 8 7 5 3 14 12 14 12 - - - - - - 14 12 16' -0" 14 14 - - - - - - - 14 1 4 14 - - - - - - - 14 - - - - - - - 14 - - - - - - - 14 8 8 8 6.5 4.5 3 - 14 14 - - - - - - - 14 - - - - - - 14 14 - - - - - - - 8 8 7 4.5 3 - - - Velocit' 1) HV BLADE F.B.C.(Hiah �C'r;1 ::PRI, 'i,� -� FEt431i" : .. , : a.V , tsacQ, _ •. ^ . _. • : -,•:: u _ o : ;n i7.1-.:4:1 :s::..:1.1:' a o ff { ¢+ 0l >. / . ( a / , ,,:., ,.,• • .: •-- .,...,, t � �. t ALUMINUM >�i WORLD, INC 1fi7 • (ASSA # ) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA �/ TM Accordion Shutter System I JL I E /� C V INC ,is Elan.,_ �- .. o ", 03 - - °. • _ „ ;, <.: - , " ' +_ ' ;,f . •44.1 ' : _ %%s " _z b: y A '. .�. s TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th, St. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone . (305)871 -1530 • Fax :.(305)871 -1531 e -mail: tilteco ®ool.com EB- 0006719 WALTER A. T1 FLORIDA Jr. P. E. Lic. 44167 'REV. No DESCRIPTION DATE Drown by: F.P. : -› ---- --- � ` ` �� `'` - `� . _ ! • . - , 1 DATE: 03/31 /07 2 DRAWING No 07 -062 MIAMI -DADE COUNTY _ : S 11 1 : 12 `' t1 r ' '' f ''' P.E. SEAL /SIGNATURE /DATE 3 4 6 1 3 H of 26 6 • • • •• • • • • • • • • eeeeee •• Hurricane Zone EDGE DISTANCE VERSUS SPACING FOR ANCHOR • MAXIMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOLID SET AND WEDGE -BOLT FOR E. 11 LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOW ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT SOUD SET ANCHORS IS 3 "). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM . SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. 0. FACTOR WEDGE -BOLT 1/4 "0 TAPCON SOUD SET MIN. SPACING +• 3" MIN. SPACING - 3" MIN. SPACING .. 3.5" 3" 0.83 0.83 0.78 2 1/2" 0.66 0.66 - 2" 0.50 0.50 - - . MAXIMUM . SPAN (ft) POURED CONCRETE /CONCRETE BLOCK POURED CONCRETE ®E WALL SILL • MOUNTING © CEILING MOUNTING FLOOR MOUNTING NEGATIVE DESIGN LOAD (psf) • NEGATIVE DESIGN LOAD (psf) • NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 3' -0" OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 ' 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 72 10 '9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8' 8 6 6 4' -0" 14 12 10 9 8 7.5 5.5 3.5 14 12 10 9 8 . 8 6 6 14 12 10 9 8 8 6 5 14 . 12 10 9 8 8 6 6 14 12 10 9 8 '-8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6- 14 12 10 9 8 8 6 6 5' -0" 14 12 10 9 8 6 4 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 ••• . ',. 14 12 10 8 7 5 - - 14 12 10 9 8 7.5 5.5 4 14 12 10 9 7.5 5.5 4 3 ' 1 4 14 12 •6 9 8 8 6 4.5 14 12 10 9 8 8 6 5 14 12 10 9 8 6.5 5 3.5 ,14 12• 10• 9 8 8 5 3 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 • 7' -6" • •• 114 12 9• 7 6 3.5 - - 14 12 10 9 8 6 4.5 3.5 14 12 10 8 6.5 5 3.5 - 14 1 @• 'M• 9 8 8 5 3:5 14 12 10 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 14 12. 1D• 9 8 6.5 3.5 - 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 `41`•6 8'.Q" •• . • 11 +5• ?5• 6 5 - - - 14 12 10 9 7.5 5.5 4 - 14 12 8.5 7 5.5 4 3 - •14 12000 9 8 6.5 4 - 1 4 12 10 9 8 6 4.5 - 14 12 10 8 6.5 5 3.5 - d4 12•0180/ 9 8 5 3 14 12 10 9 8 8 6 - 14 12 10 9 8 7 5 • `: 13.5 1C1••ir••5.5 4 - - - 14 1? 10 8 6.5 5 - - 14 11.5 7.5 6 5 3.5 - 94--0" ,, • 14 12 • •1E)• • 9 8 5.5 - - 14 12 10 9 7.5 5.5 - 14 12 8.5 7 5.5 4 - - 74 12 JO*, 9 7 4 - - 1 4 12 10 9 8 8 - - 14 12 1 0 9 8 6 - - •••012 10 6 '4.5 3 - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.5 3.5 - - A 10 9 7 . 5 - - - 14 12 10 CO 01 6.5 R 1 ., - - 14 12 F Is, 6 5 4 - - 14 12 10 8 5 . : , - - - i F 12 1O - 14 12 - 1 1 ' -0" 11 8.5 5.5 3.5 -- - - - 14 12 7.5 4 - - 12.5 9.5 6 4 - - 14 12 10 9 - - - - 14 12 9 7 6 ; - - 14 10.5 7 5. 4.5 3 - - 14 12 10 6.5 - - - - 14 12 10 9 8 6.. - 14 12 10 8 7 5 - - 12' -0" 10 7.5 5 - - - - - 14 11 7.5 6 5 - - - - - 11.5 - 13 8.5 10 5.5 6.5 4.5 •5 - - - 14 12 10 14 12 8 6.5 5.5 - - - 14 12 9 5.5 - - - - 14 12 10 9 8 - - - 14 12 9.5 ;. - 13 -0" 9.5 7 4 - . 13.5 10 6.5 5.5 4.5 - - - 10.5 8 5 4 3.5 4 I - - 14 12 10 - - - - - 14 11.5 7.5 6 5 - - - i2 9 6 4 4 - - 14 12 7.5 14 12 10 6 8.5 5 7 - - ~ - - - 14 10 12 7.5 8.5 5 - -- - - 14' -0" 8.5 6.5 3.5 • ~ 12.59.5 14 12 9 - - - - - 14 10.5 7 5.5 - - - - 11 8.5 5.5 4.5 - - - 14 12 6.5 14 12 10 8 - - - 14 12 8 6.5 - - - 15' -0" 8 6 12 9 6 - - - - - 9 7 4.5 14 12 13.5 10 6.5 10.5 8 5 14 11 14 12 9.5 14 11.5 7.5 16' -0" 7.5 11 8 5.5 - - - - - 8.5 6.5 4 14 12.5 9.5 6. 10 7.5 5 14 14 12 9 14 10.5 7 • W SPACING LEGhl- TAPCON ALL POINTS SOUD -SET WEDGE -BOLT • • • ••••• • • • • • • • •• • • PRc•FsUOa Fin? .7.D e:.; o3l0• ? Zo lu 4 ■ I1, k11 1 - 1 Q SPACING in. - CH • 1 321 D CDR' . P U'• E OR ND NG f GIV N - MAX. SHUTTER SP TN P OR ONC DES G EGAT VE OA A 'TO IG S. R A SP (SEE MOUNTINGS E, G, & H ON SHEETS 6 & 7). C ' Jir IGh.ini In v11i 400 �Y�.� ' SUBSTRATES . J• 600. .a .i.•u 1.* 0,0 IL yii, y i i 1. •/ ii . 'u'u'ii 1, y,i,y 0 i.• , •0 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO .'EXISTING POURED CONCRETE: (Min. f'c 3. ksi) - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I•F.W RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPAN - 1/4 "0 Y. WEDGE -80LT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ", AND 2" FOR WEDGE -BOLT ANCHORS. A.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8 " INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR. FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (5) TO EXISTING CONCRETE BLOCK WALL: - 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "0 WEDGE -BOLT W/ 1/4 "0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. rlf • MIAMI -DADE COUNTY P.E: SEAL /SIGNATURE /DATE /1U?ENC. �LLIT TESTING & ENGINEERING COMPANY 6355.N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®ool.com EB- 0006719 .WALTER A TILUT Jr. P. E. FLORIDA Lie. # 44167 ALUMINUM WORLD, INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 BERTHA HV' Accordion Shutter System REV. No 1 2 4 5 © 2003 EASTERN METAL SUPPLY, INC. DESCRIPTION DATE DRAWIN.G No 07 -062 Drown by: F.P. DATE: 03/31/07 SHEET 14 OF 26 NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS. IS 1 1/4 ". 8.2) MINIMUM EMBEDMENT OF 1/4 "0 x 3/4" ALL POINTS SOUD -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1) & 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. . (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. O HV BLADE F.B.C.(High Velocity Hurricane Zone) ANCHORS SPACING LEGEND ' . • AX MUM � ._ GN PRESSU - •TING •.s.f. AN CO RESP I MAX A CSR* APCON P N in. • C DU ._ FO; A G VE AX HUTT R - • N D SI r G • V _OAE ALL POINTS - SOLID -SET A • - Or: ' ♦ \ 11 \G u • L • ► • ■ i . : • \ 1:21_ � _ ► - o : � � WEDGE -BOLT (SEE MOUNTINGS I, J, K & L ON. SHEET 7). MAXIMUM SPAN (ft) 3' -0 OR LESS' POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK IQ WALK OVER MOUNTING OJ RAINGUARD MOUNTING • ' ' (WALL/FLOOR MOUNTING 0 WALL /WALK OVER MOUNTING NEGATIVE DESIGN LOAD (psf NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) • NEGATIVE DESIGN LOAD (psf) .30 14 40 12 60 10 75 9 90 8 120 8 160 205 .30 40 60 75 90 120 160 205 30 40 60 75 90 120 V60 205 .30 40 _60 75 90 120 160 205 6 6 12 12 12 12 ®11 8 6 7 7 7 7 7 7 7 6 5 5 5 5 5 5 .5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12. 12 12 12 12 12 10.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 4' -0" 14 12 10 9 8 8 6 5 12 12 12 12 11 8 6 4.5 7 7 7 7 7 7 5.5 4.5 5 5 5 -5 5 5 5 4.5 14 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 .5 5 5 5• 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 12 10 8 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 5' -0' •- 14 12 10 9 8 8 6 6 12 12 12 10.5 8.5 6.5 5 .3.5 7 7 7 7 7 6 5.5 4.5 -5 5 5 5 5 5 5 3.5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 12 11 8 6.5 7 7 7 7 7 7 7 . 6.5 5 5 5 5 5 5 5 5 •� 14 12 10 9 8 8 6 6 12 12 11 c 7 5.5 4 .3 7 7 7 7 6.5 5 3.5 3 5 5 5. 5 5 5 4.5 3 14 12 10 9 8 3 6 6 12 12 12 1, 8 6 4.5 3.5 7 7 7 7 7 7 7 7 5 14 12 10 9 8 3 6 6 12 12 12 9 6.5 5 7 7 7 .7 7 7 7 5.5 5 5 5 5 5 5 5 : •• 1 •J' -J" • 14 12 10 9 8 8 6 6 12 12 9.5 4.5 3 - 7 7 7 7 5.5 4 3 - 5 5 5 5 5 4. 3 -- 14 12 10 9 8 3 6 6 12 12 12 L . 5 3, 7 7 7 7 7 7 7 F 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 7.5 :. 4.5 7 7 7 7 7 7 6 4 5 5' 5 5 5 5 5 4.5 II • • .R' -0" i •• 14 12 10 9 8 8 6 - 12 12 8 6.5 ' 4 3 - 7 7 7 6 5 3.5 - - 5 5 5 5 3.5 3 14 12 10 9 8 8 . 6 - 12 12 10.5 7.5 0 4.5 - 3.5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 5 14 12 10 9 8 8 6 - 12 12 12 9.5 8 _ 6' 5 4 7 7 7 7 7 7 5 3 5 5 5 5 5 5 • • 9 14 12 10 9 8 8 - - 12 11 7 6 5 .3.5 - - 7 7 6.5 5 4.5 3 - - 5 5 5 5 4:5 3 - 14 12 10 9 8 8 - 12 12 9.5 6.5 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 14 12 10 9 - - 12 12 12 12 .- � 4.5 3.. 7 7 7 7 7 6 4 - 5 5 5 5 5 5 4 3.5 10' -0" 1•? 12 10 9 b 8 - 10 6.5 5 v - 7 7 6 4.5 4 3 - - 5 5 5 4.5 4 3 - - 1-, 12 10 9 8 L - • 12 1 8.5 6 5 3.5 - 7 7 7 7 7 7 4.5 5 5 5 5 5 5 5 4.5 14 12 10 9 8 8 - - 12 12 1 1 8.5 ' 5.5 4 3 7 7 7 7 5.5 3 - 5 5' 5 5 $ 4 3 11' -O" 14 14 12 10 9 8 8 - - 12 r •1, 5 4 3 - - 7 7 5.5 4.5 3.5 - - • - 5 5 4.5 3.5 - 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 -- - 7 . 7 7 7 7 7 3.5 - 5 5 5 5 5 5 14 12 10 9 8 8 - - 12 12 10 8 6.5 5 3.5 3 7 7 7 7 6.5 5 - - 5 5 5 5 5 5 3.5 12' -0" 14 12 10 9 8 - - - 1 1 8 5.5 4 3.5 - - - 7 7 5 4 3 ' - - ,- 5 • .5 .4 3 - - 12. 10 9 8 - - - 12 9.5 6.5 5 4 3 - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 14 12 10 9 8 - - - 12 12 9 7 6 4.5 3.5 - 7 7 7 7 6 4 - - . 5 5 5 5 5 4.5 3.5 - 13' -0" 14 12 10' 9 8 - - - 10 7.5 5 4 3 - - - 7 4.5. 3.5 3 - - - 5 5 4:5 3,5 3 - - - 14 12 10 9 8 - - - 11.5 8.5 6 4.5 3.5 3 - - 7 7 7 7 4.5 - - 5 5 5 5 5 5 4.5 3.5 14 12 10 9 8 - -- 12 12 8.5 6.5 5.5 4 3 7 7 7 7 5.5 3.5 -- 5 5 5 5 5 4 3 14 12 10 9 - - - - 9.5 7 4.5 3.5 3 - 7 4 3.5 - - - - 5 5 4 3.5 - - - 14' -0" 14 12 10 9 - - - - 10.5 8 5.5 4 3.5 - - - 7 7 7 7 4 - - 5 5 5 5 5 5 4 14 12 10 9 - - - - 12 11.5 7.5 6 5 4 3 - 7 7 7 6.5 5.5 - - - 5 5 5 5 5 4 3 - 14 12 10 -- - - - - 8.5 6.5 4 3.5 3 - - - 6 4 3 - - - - 5 5 4 3 - - - - 15' -0" 14 12 10 - - - - - 10 7.5 5 4 3 - - - 7 7 7 7 3.5 - - 5 5 5 5 5 5 4 3 14 14 12 12 10 10 - - - - - - - - - - 12 8 11 6 7 4 5.5 3 4.5 - 3.5 - - - - - 7 7 7 5.5 7 3.5 6 5 - - - 5 5 5 5 5 3.5 - - 3 - - - - 5 5 3.5 3 - - - 16-0 14 12 10 - - - - - 9.5 7 4.5 3.5 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 3:5 - 14 12 10 - - - - - 12 10 6.5 5.5 4.5 3.5 - - 7 7 7 5.5 4 -- - - 5 5 5 5 4.5 3.5 - PRODUCT REUEINti3 i=s7; wif.b t:._ '; 6a L- .:-L'na C .,.;; r.'�: ^ : •Ca is! o - 0 31 a . o T._'.7 :.• - 5 WZo /3 T;:= =`::%' 'u:•: ?!/r ?a::°es..1i: ? ,,_.�,, ,` , .9 _; -;; : ;- 4 F. n- ::.:•:......;1.:::, .I:,; -.. , 7. _:r -0 _ U � ::::?:Z. ....:: •- _15- /0,1.11. - ..;t: 4 :: I i- ::.,:':•:: .. ;; ::t " . _; �: �.i.,1 -,i: • Ya�>a.I�i��dINI WORLD, INC. (ASSA # , 67) • 4 401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. TM BERTHA ® V Accordion 'Shutter System IIL • I E C O - I NC . : - ---.....TILLIT TESTING & ENGINEERING COMPANY 6355' N.W,'36th. St., Ste 305, VIR GARDENS, FLORIDA 33166 one : (305)871-1530 x : Ph305)871 30. Fox (305)671 -1531 a -mail: tiltecoOoo EE13-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Uc. # 44167 - ': _- ° -- ~ � 11 - REV. Na DESCRIPTION DATE Drown- by: F.P. 1 DATE: 03/31/07 2 DRAWING No (� �'. _ 6`Z MIAMI -DADE COUNTY �',I Ji �I' ii 2.1111/ P.E. SEAL /SIGNATURE /DATE 3 4 5 SHEET • 15 OF 26 6 • • • • • • • • • • • 0000•• • • • • • • •••• • • • • •0 • • • • •• • • •• • • • • • •• • •• • • • • • ••• • •••• 4b* • •••• • • • 0 • • • •• • • • •• • • •• • •• HV -BLADE F.B.C _ V P � as cam � � .i lam. -.�' hr.£L-::. 5 :: zo MAXIMUM DESIGN PRESSURE RATING (p.s. ANC- CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE DESIGN • LOAD AND A CORRESPONDING MOUNTING TYPE. FOR - . 01 A GIVEN MAX.. SHUTTER SPAN, NEGATIVE (SEE MOUNTINGS ON SHEETS 18 & 19). MAXIMUM SPAN (ft) -1.1 BERTHA HV T" Accordion Shutter System i- . � TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 a -moil: tilteco®ool.com E8- 0006719 WALTER A. TILLIT Jr. P. E FLORIDA Uc. # 44167 • DESCRIPTION ; I Drown by F.P. DATE: 03/31 /07 � � - 7. _ _ 1 SOUTHERN PINE No. 2 W/ MIN. r G =0.55, DOUGLAS FIR W/ MIN. G =0.50 • SPRUCE PINE FIR NORTH . W/ MIN. G =0.43 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 1/2" MIN. CDX PLYWOOD - WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W &X WA MOUNTINGS LL M, N, 0 & R. - CEILING MOUNT T FLOOR MOUNTINGS W &X WALL MOUNTINGS M, N, 0 & R CEILING MOUNT T FLOOR MOUNTINGS W &X WALL MOUNTINGS P & .Q NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD -(psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 OR LESS 12 10 10 9 8 8 6 6 6 6 .6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 •8 6 6 6 6 6 6 6 5 4 4 4 3 '• 4' -0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 .. 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 1 " - 5' -p'.• :12 10 10 .9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 1.2 10 10 9 8 7 6 6 6 6 6' 5 6 5 4 4 4 3 ••: 6' -q" . 1 2 . 1 0 1 0 10 • 9 8 6.5 6.5 4 6 6 6 6 6 6 6 5.5 5.5 4.5 4.5 4 12 12 10 10 10 10 9 9 8 5 5 3 6 6 6 6 6 6 5.5 5 5 4 4.5 3.5 1 2 12 10 10 1 0 10 9 7 6 3.5 3.5 - 6 6 6 6 6 6 6 5 5 4 4.5 3.5 6 6 5 5 4 4 4 4 3.5 - - - 7'- 4:.•• 10 w • 0;".92 10 1 0 7.5 4.5 3 6 6 6 5 4 3.5 12 1 0 1 0 6 3.5 - 6 6 5 4.5 3.5 3 1 2 10 10 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - - . 9'- 0 1/ ' :_ „T2 10 10 1 0 7.5 5 4 3.5 - - - 6 6 6 6 5.54.5 5 4 3.5 3 3 - 12 12 10 10 9 6 4 3 - - - - 6 6 6 6 4.5 4 4 3.5 3 3 3 - 12 12 10 10 4 3 3 - - - - - 6 6 6 6 4.5 4 4 3.5 3 3 3 - 6 •6 5 5 3.5 - - - - - - - • 0:..,12 1 1' -0∎.;• 01'2 10 5.5 - - - ! E 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - - - 12 10 - -- - - 6 5.5 4 - - - 6 5 - - - - ••32'- CJ''•• "r2 10 4.5 - - - R 4 - - - 12 10 3.5 - - - 6 5 3.5 - - -. 12 10 - - - - 6 5 3.5 - - - 6 5 -. - - - • 13' -0: • 1 - - - - - 6 - - - - 12 10 - - - 6 4.5 - - - - 12 7.5 - - - -=- 6 4.5 - - - - 6 4.5 - - - - .1'4' -C" 10 - - 6 5. - - - - 12 7 - - -- - 5.5 4.5 - • - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15' -0" 12 - I - -- 6 - -. - - - 12 - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - - 16' -0" 12 - - - - - - - - 12 - - - _ 5 - - - - - 11.5 - - _ - - 5 - - - - - 6 - - - - P � as cam � � .i lam. -.�' hr.£L-::. 5 :: zo °f`F,?71 H£ _ ..., 31o .�QZoJ3 :- `. .:., .. , . : :A2 , . " i o . '.. ` . • _ '=.� ; � r F"•t `r`" ".' 01 h - '�` ' ' ALUM WORLD INC. , (ASSA # 167) • 4401 EAST 10 p AVE. HIALEAH FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV T" Accordion Shutter System .. ... ' �- E C 0 "� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 a -moil: tilteco®ool.com E8- 0006719 WALTER A. TILLIT Jr. P. E FLORIDA Uc. # 44167 REV. No DESCRIPTION DATE I Drown by F.P. DATE: 03/31 /07 � � - 7. _ _ 1 ,' : ,y , Y ;. { M;: z DRAWING No 07 --'062 MIAMI -DADE COUNTY (. .�`.�• P.E: SEAL /SIGNATURE /DATE 3 4 16 H OF 26 • • R . • • • • • • eeeee • • • • •• • • • • • • • • •...•. • • • • • -!- NOTFS ON ANCHORS REQUIRL. "NTS: WnOD stk.. TRAIt:. 1, ANCHO?^ TO WALL, FLOOR OR SOLID WOOD SDFFIT SHALL BE AS FOLL4- - 1 /4"0 TAPCON ANCHORS, AS MANUEACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED :.. EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ 0 =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. CI) HV BLADE F.B.0.( Velocity Hurricane Zone �r 1:> En es ,a ur:t fi'r... ,,A::ln } za_:_,c. �,�, ,t. .^ ,::: -0 L ` 07 5. : ' �_ ' -,,,. p 9 Z L.....,.:;;:. P....:P....:3'..17::::;-: ,,. ;, . ;.: _ - �- - „ 47 -• o � .:. _ - '.;•- ` :- F 2 , %` �� = ,_, _ � � r.� a ALUMINUM WORLD INC. (ASSA # 167j 4401 EAST 10 AVE. HIALEAH, Fl- 33013 PH (305) 825 -1355 FAX (305) 825 -1.356 © 2003 EASTERN METAL SUPPLY, INC. ' BERTHA HV TM ccordion Shutter System / � l E C O INC 1N C _. TILLIT TESTING & ENGINEERING COMPANY, 355 N W. 36th: St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 . Phone : (305)871 -1530 . Fax : (305)871 -1531 a -moil: tilteco ®ool.com EB 0006719 WALTER A. TILLIT Jr. P. E. - FLORIDA Lic. 44167 REV. No DESCRIPTION DATE Drawn by F.P. _. -, ..�; ..z.z.c..,. 1 . ` - _ ,._.,,._., 1 DATE: 03t3.1 /07 2 DRAWING No 07 --062 t == .. e. ,.. „..: i:'b� i-•T:az>� MIAMI -DADE COUNTY jt■ 17 ,-$ ( '' ° -I` • 2'' i E�; P.E. SEAL /SIGNATURE /DATE 3 4 5 17 OF 26 s r • • •1.••• • • 1111•. • • • 11.11• 00000 • • •••.. • • •..•.• • • ••.••• • • •...•• tcsIAXIMIJM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING- MAXIMUM ANCHOR - SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN, NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEET 19). •••• • • •••• • ••.••• • • • •• • • • • •• •• • • • • • • • • • • ••• • .••• • • MAX'!1UM SPAN (ft) • •• • • • • • • • ' - •0 8 , •' L ' ESS 5' *„ �'. -ICY'• 8. 9t-e ,12 10' -0" 12 12 83 12' - 0" 13' -U" 12 ' '• 12 lc 12 12 12 12 12 12 12 12 12 1? 1 >. 12 12 12 12 '2 , 10. 1.5..5 8.5 12 12 12 12 12 11 1U a.5 7 7 12 '5 0.5 12 10.5 1_ 9.5 6.5 5 MOM 1 1 -0 14' -0" E3 1 SOUTHERN PINE No. 2 W/ MIN. G=0 DOUGLAS FIR W/ MiN. G =0.50 B.O. WALL MOUNTINGS S & V NEGATIVE DESIGN LOAD (psf) 121 90 105 30 40 60 11/ 90 105 30 40 60 III Essolni "MI 2 8312 12 MIMES ®®18181818 MI® 12 I 0.5 ® ®83 ®8318® ® ® ®8® 10 6.5 ®®®18EIEVIC 1 ®® 8383 ®181818 ® ®83® 8383 83 30 40 60 ME 9 10 83 ®83 ®839.5® ® © ® ®Q 18 8 8 6 12 2 12 10.58.5 SPRUCE PINE FIR NORTH W/ MIN. G =0.43 B.O. WALL MOUNTINGS S & V NEGATIVE DESIGN LOAD (psf) 10.5 9.5 8 9.5 8.5 8 6.5 6 6 SPRUC.E PINE FIR SOUTH W/ MIN. G =0.36 B.0: WALL MOUNTINGS S & V NEGATIVE DESIGN LOAD (psf) 9.5,;17 12 8.5 12 12 0.5 3.5 9 7.5 6.5 8 90 6 105 6.5 18 LEI 1© 6 7 6 5.5 12 7 5.5 4.5 1? 5 6.5 12 9 .5 3 11.5 8.5 5.5 4.5 3.5 5 4 ai HV BLADE + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1.. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4 ° 0 TAPCON ANCHORS, AS MANUFACTURED. BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 18 & 19. EXCEPTION: SEE NOTE 2 BELOW: 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U, SHEET 19 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2001 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ G =0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ G =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2` CDX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE •INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.( Velocity Hurricane Zone V i ... .... --., —. -- ...— ...-- .... P Li.LT =iaino °.- .s , b B `' :` :. 2:; : .:��,o ,� l'i .- ,"•;:: - ,a A ' . C Y? as —.. r.D. ,... _ i,es. ,. . ' WTI ALUMINUM WORLD, IN ASSA 16 ' ( # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 ©2003 EASTERN METAL SUPPLY, INC. TM Accordion Shu er System ! L. E C 0 i s G . - , , 4 0 /1 4f4.57 .1 -4. / �✓ TILLIT TESTING 355 N.W. 36th. St., Ste. Phone . (305)871 e — mail: WALTER FLORIDA & ENGINEERING COMPANY 305, VIRGINIA GARDENS, FLORIDA 33166 -1530 . Fax (305)871 -1531 tilteco ®aol.com EB 0006719 A. TILUT Jr. P. E. Lic. 44167 REV. No DESCRIPTION DATE Drown by: • F.P. e� ®_- .... r • c—.--) ----. � �"` DATE: 03/31/07 2 DRAWING No 07-062 • MIAMI —DADE COUNTY -1... .. t ; •'? r 1 : ; • . P.E. SEAL /SIGNATURE /DATE 3 4 6 1 $F 26 !ISTING • S •...G • •••••• • • 000000 ••••• • • ••••• • • •••••• • • EXISTING MIN. 2 "x4" WOOD •••• HEADER REQUIRED • • • • • MIN.:SEP fl0N • TO 'GLASS • "'• (SEE SCHEDULE • • • • • • IN ;e •• •• • • •••••• v YLat•HEADER INSTALLATION •••••• • • 0 00000 •••••• • • • • •• • *STING — ••• • • • -• • i 0 1.4§,S --7 ••••MIN. SEPAR.A...,.J •• •• • TO GLASS -" CONT. D PLATE (SEE SCHEDULE ON SHEET 12) WALL • FINISH I WALL 'FINISH 1/2" MIN. COX PLYWOOD REVD. EXISTING MIN. 2 "x4" STUDS ® 16" 0.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. J H I'_iL_N II :i'uLIF�' IU' MAX. SHUTTER- 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) R O 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) 2 "x4" CONT. WOOD PLATE kLVD. EXISTING MIN. 2 "x4" STUDS ® 16" 0.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE M1 U'IIV : / \'IJ II IIII‘ —V i u U -iul 4 1.• M SPAN L+ OR L— -FOR" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105.0 psf. DESIGN LOAD EXISTING GLASS -1 N EXISTING GLASS- N OPTIONAL WALL ■ FINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (5!..E SCHEDULE ON SHEET 12) 1/2" MIN. CD PLYWOOD REVD. WALL FINISII 1/4"0 TAPCON W/ 1 1/2" —Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 16) MIN. SEPARATION TO GLASS ' (SEE SCHEDULE ON SHEET 12) HV WALL HEADER INSTALLATION F--- 1 !T I 1 70x3/4" S.S. II :,CHIN:I SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. (1 / OROS •• 1R 1 L E • 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 16) HV WALL SILL INSTALLATION 1/4"0-20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" O.C. 1" Min. u ■ EXISTING GLASS- --.-Ii IL. EXISTING 0 GLASS ---Q MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) WALL FINISH NOTE: 1 —SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS. CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. R 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 16) 2 "x4" CONT. SILL PLATE REVD. OHV WALL SILL INSTALLATION . MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "0 20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" O.C. L EO ® HV WALL SILL INSTALLATION 1" Min. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA (� MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 16) WALL FINISH R15 F.B.C.(High Velocity Hurricane 0 td- 0 Zone PRODUCT F2.PaEIVED �c-.� - ,���r,�.�1��:; .. � r x: , :,_Oj 7. 03 i 0 • 0 7 W s= _ O F == = =` =' = : : " � O 'S�-'- Q p �� _ 7-- t � t = -t ::: _ ,C•Y:�$ F/:I• az. ;' eri :Y.: 12 $ 3 17 ra .n- at•, .: -;I ale: ni:iu:t ; : .': , _ . �. ^ (`--- �a ALUMINUM WORLD, INC. (ASSA # 16 ) , 4401 EAST 1 AVE. HtALFAi-1, • FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY. INC. TM Accordion Shutter System I L E C 0 INC :.: r o b i j . 014._- % _.. _. .t . ...._ .: ;.'so.�; v ��c� TILLIT TESTING &ENGINEERING COMPANY 63 N.W 36 th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166' Phone (305)871 -1530 Fax (305)871 -1531 e -mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT .1r. P. E FLORIDA Lic. 44167 REV. No DESCRIPTION DATE Drawn by: F.P. DATE: 03/31 /07 r=: 1 • -- __- ..._..._.._ _ __ -- 2 DRAWING No 07062 MIAMI —DADE COUNTY J, 1.I: ( ;t 2 r 1 �' �' ICI P.E. SEAL /SIGNATURE /DATE 3 4 1 9 H F 26 s • • 00000 • • •••••• • • • 00000 00000 • • ..••• • • 00000 • • •••••• • • • EXISTING - • GLASS • fore • • • •••••• :XISTING GLASS --JI f� • • ••••• • • • .• • • • • • •• • • • • • •• • • • • • • • ••• • • r•••• 2 "x4" CONT. SILL PLATE REQ'D. I f • •• • • • • • • • • • • •••• • • • •••• • • •••• •.••• • • •• • •• • •• • • • • EXISTING MIN 2 "x4" HEADER REQ'D WAI FINISH / ._ie nauMWMI51 WALL FINISH OPTIONAL MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 17) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 1" Min. —E0 EQ HV WALL HEADER INSTALLATION NOTES' MEET 4 FOR TYPICAL SHUI IER ASSEMBLY 2 - MOU, +0 SECTIONS CAN BE COMBINED IN ANY TO SUIT ANY INSTALLATION. I li 1" Min. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA ® MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 17) SV HV WALL SILL INSTALLATION INSTALLATION DETAILS ON EX'S I I S G W'0O a cli_ )t. IJ n !Q) - v e .,k ,► �. -MAX. SHUTTER SPAN L+ OR L— FOR TN- STALLATIO-NS UNTO- WOOD SHALL B -E LIMITED TO 105.0 p f. DESIGN LOAD EQ EQ 1/4 "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS ® 12" 0.C. . R 1/4 "_f Max. 1/4"0-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4 " -20 NUTS 12" 0.C. 4 "x8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF Max. THREADED AREA TO EXISTING WOOD BEAM. (SEE SCHEDULE ON SHEET 16) .257" - o O EXISTING GLASS --I MIN. SEPARATION TO GLASS EXISTING --1 (SEE SCHEDULE GLASS ON SHEET 12) 2 "x6" MIN. s nl I DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK- - IF APPLICABLE MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) HV CEILING INSTALLATION ALTERNA ANCHOR LOCATION N 1 N 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) SW HV FLOOR INSTALLATION O #14x3/4" S.M.S. ® 6" 0.C. OPEN HOLE AT TACH STUD TO ACCEPT 5/15 "0 LAG SCREW AT CENTER OF TUBE. M1 ®HV 'CEILING INSTALLATION #10x3/4" HEX WASHER HEAD TEK SCREWS © 12" o.c 1 1 II MIN. SEPARATION' TO GLASS (SEE SCHEDULE 1- 1' I I I ON SHEET 12) EXISTING GLASS --- 'AIN. SEPARATION TO GLASS - -'(SEE SCHEDULE ON SHEET 12) EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER c' 24" 0.C. REQUIRED EDGE OF DECK IF APPLICABLE 1/4 "0 F.H. TAPCON W/1 1/2" M n. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 16) 0 HV WALK —OVER INSTALLATION EXISTING SOFFIT 3/4" Max. THK. 1'x4 "x1/8" CONT. ALUM. TUBE (6063 -T6 ALLOY) W/ (3)5/16 "0 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD MEMBER, (2" Min. NOMINAL WIDTH) W/ 2" Min. PENETRATION OF THREADED AREA. VALID FOR INSTALLATIONS WITH 7.2psf MAX. DESIGN LOAD AN 9' -0" MAX. SPAN. THIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 2" MIN. 2 "x6" MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) -'�- EDGE OF DECK IF APPLICABLE F. B.C. (High Velocity Hurricane Zone / / /A lam// /I ] r 2 "x4" MIN. WOOD STUDS. AS APPLICABLE) nNG GLASS WALL FINISH MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) •••• • •••• • • 000000 • • ••••• • • • • ••••• 10 .�‘0•V ©•V°A •• • • •• • • ®•o -t•O•VP••• • • ®•0� 6- 06. (2pA•• • •••••'END; .;4N'NEC110M•_DETAIL 0 • • • •••• • • • •••• 2'x4" MIN STUDS RED ;:. EXISTING GLASS � YIN SFPARATIr1N ! TO GLASS (SEE SCHEDULE JJ ON. SHEET 12) 1/2" MIN. pReDucr RENEW o S o3 / • o 1/2" MIN. 1/4 "0 TAPCON ANCHOR 0.6" 0.C. W/ 11/2 MIN. PENETRATION INTO STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" COX PLYWOOD IF NO STUDS EXIST. 1/2* MIN. CDX PLYWOOD. { S.M.S. 016 0.C. I /4"0 TAPCON ANCHORS W/ 1 1/2* MIN. PENETRATION 012 0.C. - ®- ®• ®a 60-10 •O3 0+ @•(:).<4.0.®•@• (D• 0- ®• 0 -0• END CONNECTION DETAIL 0 END 1- NSTALLATIONS 1 I+V BLAD 1/16 "x3" (6063 -T6) CONT. ALUM. CLOSER' PLATE. (LOCATE AT EITHER SIDE OF ®) j10x1/2" S.M.S. 016 O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS MIAMI -DADE COUNTY • 1/2" MIN WALL FINISH 2"x4" MIN. WOOD STUDS REQ'D. WALL FINISH 2 "x4" MIN. W000 STUDS REQ'D. 1/2" MIN. CDX PLYWOOD. EXISTING GLASS • MM. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) 0 .0- 0.0- 0 -10 ®� C• ^ 0� - ®° @ -0•®- • ®()•0-®•7® ®• J ® - , C3•0 END CONNL,UTION DEL '- EXISTING ASS 1/2" MIN. '4 "0 TAPCON ANA " ^' W/ 1 1 /2" M1N, PEN RATION 0 12" 0.C. 0-®- ®. , 7O�' ®0110 •®- 10•®-©.03.0.©- ®•®.0-0•0•0- 0•0-0.0.0•®- ®.0- 0.0 -9•O END CONNECTION DETAIL 12 #10x1/2" S.M.S. 016 0.C. WALL FINISH 1 P.E. SEAL /SIGNATURE /DATE MIN. SEPARA �N TO GLASS (SEE SCHEDULE ON SHEET 12) N • 1/2* MIN. CDX PLYWOOD. ' WALL J FINISH SEE DETAIL X FO R SIDE CONNECTION TO TRACKS / IILIECONC; O G X 11 TESTING & ENGINEERING COMPANY - 6355-N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -153 e -mail: tilteco®ool.com E8- 0006719 WALTER A. T1LUT Jr. P. E. FLORIDA Lie. # 44167 • � ""' 2"x4" PAN. WOOD 1 STUDS REQ'D. DETAIL X t 0 -0- ®• ® a ®-10 • ®- 10 • ® - ®• ®- ©•0- (>0.0-®•0•0- @•0 - 0 -®• ®- END CONNECTION DETAIL ® MIN. SEPARATION TO GLASS .(SEE SCHEDULE ON SHEET 12) � 0R©0R 3 0 R © VIEW Y ,PLAN P COX •uSE 1' OR 2" MAX. _ ALU MINUM CUP AN "GLE 9x0•_2• (6063 -T6 ALLOY) AT MIDHOCHr (1) 110x1/2 S.M.S. TO ®& (2)1/411 T PCONS ANCHORS. TO WALL AT 1" 0.C.SLOCATE AT DINER SIDE OF 4 ) R ®OR J OR 1� OR OR OR ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS REV. No 2 3 4 5 1/2 ALL FINISH 0- 0- ®•® - ® -1D • ®d1 10•®- ®•@-0•0a ®• ®. ©* ®•0- 43•0 -0.0 END CONNECTION DETAIL I ♦ REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" 1 © 2003 -EASTERN METAL SUPPLY, INC. DESCRIPTION DATE 2"x4" MIN. WOOD - STUDS. (AS APPLICABLE) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) F.B.C.(High Velocity Hurricane Zone BERTHA HV TM Accordion Shutter System Drown by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 20 OF 26 r ,• " asaa U • • =WZ •••• •••••• y�C • • • •••••• • • 0 00000 •• • •..••• •••.• • • 00000 • • 000000 • • •••••• •• • 0 00000 NDA -HVA • • • •• • • • • . •• i• • • • ''. • ▪ •• • •••• •••• ;EE END . :ONNECTION )ETAILS ON SHEET 24. YP. FULL 4 EIGHT. • • si • .• • •• • • • • • • 1• •••• • • • •. 1 • "•• • • • • .�_ p} M)CT E.EfigIV I,. aita:„ �•^. �'� o B 71°- 07 2013 F44; Zr V_C —F{DC 0 L O O OR (n l OR © + O OR 10 +10 oR31+ ( 4 ) y F o 4K 0. N N O HVE -HDE UNUMITED WIDTH— TYPICAL © HV BLADE SHUTTER ELEVATION N.T.S. .e. Prcglat't MIAMI -DADE COUNTY z J ALTERNATE 34 • LOCATION HVB —HDB P.E. SEAL /SIGNATURE /DATE / IL ECINC.\ TILUT TESTING & ENGINEERING COMPANY 63 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tilteco®ool.com E8- 0006719 WALTER A TILUT Jr. P. E. FLORIDA Lic. # 44167 * NOTES ON HD LOCKS AND CENTERMATES: 1. MANDATORY CONDITION # 1; ONE 34 H.D. LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATION AT HEAVY DUTY SYMMETRICAL CENTERMATES, . OA. LOCK MAY E USED AS AN INSIDE OR 0 TS DE A AC TO 33 HEAVY DUTY SYMMETRICAL CENTER.IATES. WITH (3). #8 -x 3/8" LONG FLAT HEAD S.S. • M.S. LOCKING RODS 35 ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL. 2. MANDATORY CONDITION # 2; LOCATION OF 34 H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SHUTTER SPANS .UP TO 105 ". e .D. H LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105 ", 34 H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 REV. No 2 3 4 5 F .B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System DESCRIPTION DATE Drawn by F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 21 OF 26 PRODUCT .ENEVI/E F:FF :..;t Iw no ark -:; - „,,• F e: .... 1 -., d _ 0310 07 ( . h -a 1 J 1 �!i' l/'� :. `::':f,7: - k 5 i. 7 - t.T1 r. �. }; - /; 0 ` 4 � °r ,,,, ` f '- , - .4r/. v''� = i ”— Y ... ...11: �` . ;,,.:t CC1.14t> ;a !: - -- ALUMINUM WORLD, INC. ®' (ASSA # 167, 4401 EAST 10 AVE. HIALEAH, FL. 33013 PH (305) 825 =1355 FAX (305) 825 -1356 . © 2003 EASiEFN METAL SUPPLY, -INC. ER Accordion Shutter System .7 0 L E C O �>� IT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871 -1530. Fox : (305)871 -1531 a -mail: tilteeo0ool. EB 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lie. # 44167 REV. No DESCRIPTION DATE Drown by: F.P. - ,r-- -� _ -�" - � � - t DATE: 03/31/07 2 DRAWING No 07 -062 = }° .. 1 :� : ::II:`. 8z..~x.._ ::r::l MIAMI -DADE COUNTY 1 'l r' i �I - !f 1' : , ) 1 ....J...". /L? P.E. SEAL /SIGNATURE /DATE 3 4 6 SHEET 22 OF 26 6 r • • eeeeee • • •••••• • • • ••• ••••• •••••• • ••' 4 } S � SS TiNG ▪ • •• • • • i ��f I MIN. S us• Q L45S • • • • • •. T (SEE SCNt•U ON • h SH;. •••••. • • I • •••'• I •• •••• • • i llT�r • • CONCRETE REQUIRED MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 25) EXISTING GLASS CURED CONCRETE ALL REQ'D. l • C01vGkit t Hrvl rU :a SEE SCHEDULE ON SHEET 76) >a I�I- OPTIONAL • • •• • • • OPTI'i EQ w 1" Min. EO 1/4 "0.- 20x3/4" S.S: MACHINE SCREWS USING 1/4 "- 20 NUTS ® 6" O.C. LJ • ' H • LL HEADER INSTALLATION ..''• . • • •••••• CONCRETE ANCHORS LE SCHEDULE ON SHEET 26) HO WALL SILL INSTALLATION 0TE FOR COMBINATION OF SECTIONS: - SEE SHEET 21 FOR TYPICAL SHUTTER ASSEMBLY - MOUNTING SECTIONS CAN BE COMBINED ANY WAY TO SUIT ANY INSTALLATION. r 1 /4 "0- 20x3/4" S.S. PHILt+PS TRUSS HEAD MACHINE SCREWS USING 1/4 " -20 NUTS ® 6" 0.C. EXISTING GLASS • EXISTING GLASS OPTIONAt * E. D. - EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 26) POURED CONCRETE REQUIRED MIN. SEPARATION TO GLASS ")(SEE SCHEDULE ON SHEET 25) HD CEILING INSTALLATION r A Zi" i 4 is E. 6 ' 1 AMOMMiNgliffinil AVAIMMINIVAIR / MIN. SEPARATIOrl TO GLASS (SEE SCHEDULE ON SHEET 25) 1 1 BB 1 �I ?14x3/4" r!EX HEAD, cK SCREWF " O.C. OR 1 /4"0-201 S.. M.S. V..' NUT fp 3' 00000 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) CONCRETE ANCHORS — (SEE SCHEDULE ON FEET 26) POURED CONCRETE REQUIRED FF HD RAINGUARD INSTI .LLATION EDGE OF SLAB IF APPUCABLE 1 .. N EXISTING GLASS EDGE OF SLAB IF APPLICABLE MIN. SEPARATION TO GLASS / "(SEE SCHEDULE ON SHEET 25) POURED CONCRETE REQUIRED HD TRENCH - INSTALLATION r� EXISTING GLASS #14x3/4" HEX WASHER HEAD TEK SCREWS 0 6" O.C. 0+0 EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED FLAT HEAD CONCRETE ANCHORS (SEE 'SCHEDULE ON SHEET 26) MIN. SEPARATION TO GLASS - "' SCHEDULE ON SHEET 25) ALTERNATE ANCHOR LOCATION t/ I EDGE OF LAB IF APPLICABLE 1 EXISTING GLASS • 1 //I 1 / 1 . i E.Q /2 / i .J A 4 . MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) POURED CONCRETE REQUIRED O HD WALK —OVER INSTALLATION #14x3/4" HEX WASHER HEAD TEK SCREWS 6" 0.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 26) EDGE OF SLAB IF APPLICABLE GG HD FLOOR INSTALLATION INSTALLATION DETAILS W/ O HV BLADE SCALE: 3/8"=1" F.B.C. (H-igh Velocity Hurricane EDGE OF SLAB IF APPLICABLE Zone) I�». n � ��.� 1 ° . w o 31 d . a � a•s • . - - --:•": ': a-' 1, 1 4: }LVt `; .: - ; Lt - r , 07-40 0 ' - _.. - ALUMINUM WORLD IN (ASSA # 167) ' 4401 EAST 10 AVE. AYE }'lIALEAH. FL 33013 • PH (305) 825 -1355 FAX (305) 825 -1356 • - — - — • N -.. .. .. v,v V,l maul 1 niu11V WW1 IG) © 2003 EASTERN METAL SUPPLY, INC. BERTHA Hy TM Accordion Shutter System (, E C 0 INC �" • : '. o1/�U�1 ;;,,. '- F • 4002**--':--_ """" ;..:_: c � .. s � + sn.Y L:_'`v.. 2_'S`a • C " ... T ILUT TESTING & COMPANY 535$ N.W. 36th. St., Ste. 305, VIRGINIA GARDENS FLORIDA 33166 Ph . ( 305 ) 8 71 -1 530 F (305)871 -1531 e —mail: tilteco ®aol.com EB 0006719 WALTER A TILUT Jr. P. E. FLORIDA Uc. 44167 `+�; ?Q� ' 0 13 REY. No DESCRIPTION DATE Drawn by: F.P. y d5 ,�: Nazi JJJt +; • . ✓'ale i,S 0L ''` ' • " • • - - - . _ �_ 1 DATE: 03/31/07 MIAMI -DADE COUNTY 1 �< J -, .� ; I -.:'� J J f P.E.- SEAL /SIGNATURE /DATE 2 DRAWING No 07 -062 3 4 5 SHEET 23 OF 26 6 r • • • •••••• • • •.••• • • eeeee • • •..••. • • • • 0 • • • •••• fx2 "x1/8 "x0' -2" (6063 —T6 ALLOY) ALUM. ANGLE W/ (2) 1/4 "0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4) #14x1/2" S.M.S. TO TUBE AT EACH ANGLE. (TYP) • • • • • • • • • •• • •• • • . • . •. • •• •• • ••. • •••• • • 13 OR 1 O +. 15 OR({:0 OUT • • • N • •. • • 11 .1 .. & • ••.�• 0 000 • • ••• • • • • • • • • • ti 90' 1/2" 4 11P1W\ VARIES y 6 1/2" MAX. SLACK OUT 11VA —HDA IN HVD —HDD EXISTING' GLASS OOR ®OR© I \ +' 0R1 + 15 ® #14 x 3/4" S.M.S. 0 12" 0.C. MIN. :IEPAR.', J TO GLASS I (SEE SCHEDULE ON SHEET 12) L-- 0 EXISTft - " �S 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) CONCRETE / ANCHORS / 16" 0.C. * SEE NOTES ON LOCKING RODS ® & HO ® LOCKS ON SHEETS 21 (4) H.V. PINS (TYP.) , , 4 5 8 6 1/2" MIIMIIIIIII 4 rut Aiiimirok (OPTIONAL) HVB —HDB SYMMETRICAL HD CENTERMATES W/ LOCK (EXTERIOR) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS IN OUT HVE —HDE 31 OR @ (4) H.V. PINS (TYP N'S1AL 1LA IUN HV BLAD=E SEE END WALL CONNECTION DETAILS ON SHEET 24 (OPTIONA HVC —HDC SYMMETRICAL HD CENTERMATES W/ ®'" • LOCK (INTERIOR) 7 O OR ®OR J t t7 1+ O OR 4. R 15 0 � 1- O 31 OR 32 /f66`GaTa'�L. RENEWED Es >v;��w. °:r =� • �`° -'� i::�::._ ;;;' :Z Pi3I - - Plate. og = 3� 0. 0� PRODUCT i.t 11 =,' L' • •Esc Y'iI�,'+yi ?- '.:,Fi I the. : loric:1 - :,11 s``41 � ,O( �:: .� °' �>u' �s . / ;F :... ���j� <^�1,ts 9 p: e;,;:: >.:;; . .. • _ — _— _ -- -- ALUMINUM WORLD INC. (ASS 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 • PH (305) 825 - 1355 FAX (305) 825 - 1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System I LE C O 1N . =� ; _ ;_t,�,;.g TILLIT TESTING & ENGINEERING COMPANY 635 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530. Fox (305)871 -1531 a -m oil: tilteco@ool.com E6- 0006719 WALTER A TILLIT Jr. P. E. FLORIDA Lie. 44167 REV. No DESCRIPTION DATE orcwn b F.P . t DATE: 03/31 /07 2 DRAWING No 07 -062 MIAMI —DADE COUNTY • . '. : �; . : �' I' '" /Il lr; RE.- SEAL /SIGNATURE /DATE 3 4 s SHEET 24 OF 26 6 (LOCATE AT EITHER SIDE OF ®) • 1/2" MIN. #14x1/2" S.M.S • 0 16' 0.C. EXISTING GLASS T M N. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 25) •••• • • • • • • • • • • •••••• • 000000 • • • • 0 O ®OR © • • • • • + ( / J • •••••• •• •• 0 +ll"11011 T S)+ CD • • `/ ••••.• • • ••'• N ' CO INECn1N DETAIL ® •.••• • • • • e • • •••••• • •••••• • • • 00000 00000 • • • • • 000000 • • •••• • • • • • • • • ••• • CONCRETE ANCHOR 0 16" 0.C. 2" MIN. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED END CONNECTION DETAIL POURED CONCRETE -OR' CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPAr.. -.TION TO GLASS (S. SCHEDULE ON SHEET 25) I ® ® + 0 ° R R + © °R ® + 15 1/16 "x3" MAX. (6063 -T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF ® ) #14x1/2" S.M.S. © 16" O.C. SEE DETAIL X FOR SIDE CONNECTION TO TRACKS L C> 0 OR 0 OR ® + OR M OOR ®ORt + 3 O �--� END CONNECTION. DETAIL ZO END CONNECTION DETAIL 03 POURED CONCRETE OR CONCRETE / 'BLOCK WALL REQUIRED EXISTING GLASS - 5 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE DETAIL X FO SIDE CONNECTION TO TRACKS 0 OR ® OR 0 + 0 1OR 11 111 + O0R 11 ?Sl+ EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) R CONCRETE LOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION • TO GLASS (SEE SCHEDULE ON SHEET 25) ♦ USE 1" OR 2" MAX. (AS APPLICABLE)x2 "x1 /8 ° x0' -2" ALUMINUM CLIP ANGLE - (6063 -T6 ALLOY) A T MIDHEIGHT (1) #14x1/2" S.M.S. TO ( & (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" O.C. (LOCATE AT EITHER SIDE OF SEE DETAIL X FOR SIDE CONNECTION TO TRACKS END CONNECTION DETAIL I • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" VIEW Y DETAIL X END INSTALLATION 02 HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ©. F.B.C. (Hig Veiocit OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 25) - ® + ®0R ®0RO + (`) OR Hurricane Zone INSTALLATION LEGEND W/ ONE HD t LOCK & NO . LOCKING - IDS 35 • SUBSTRATE MOUNTINGS POURED CONCRETE (SHEET 22) WALL MOUNTING M & EE FLOOR /CEILING MOUNTING • • BB, CO, .DD, FF & GG MAXIMUM SHUTTER SPAN "L +" OR "L —" (ft.) 'F INSTALLATIONS W/ SYMMETRICAL NT._ :MAT 31 OR 32 W/ ONE HD t LOCK & NO . LOCKING - IDS 35 • MAXIMUM • DESIGN LOAD (p (+ OR -) POURED CONCRETE INSTALLATIONS AU. A MOUNTING CONDITIONS L + (R) L - (it) 30 OR LESS 15' -5" 18' - 35 14' -10" 18' -0" 40 14' -4" 17' -10" 45 13'-11" T7' -6" 50 13' -6" 17' -0 55 13' -3" 16' -10" `. 60 12'-11" 16' -2" 65 12' -8" 15' -6" • 70 12' -6" 14' -11" 75 12' -3" 4 4'-5" 80 12' -0" -0" 85 1' -10" 13' -- ?" 90 1 I'- - 13' -2" - z" 100 ' '', -6" 12' -6° ! 105 10' - O" 12' -2" 110 9' -6" 1 1 . -11" 115 9' -1" 1 , 120 8' -9" 11' -5 1' 1 - . -2" 13■ - 10' -11" 135 - 1:'- 3" 140 - 10' -6" 145 -'' 10' -4" 150 - 10' -2" 155 - 10' -0" 160 - 9' -10" 165 - 9' -9" 170 - 9' -7" 175 - 9' -5" 180 9' -4" 185 - 9' -2" 190 - 9' -0" 195 - 8' -9 ,� F. =ROM- qti -�:; `_' _ y 0 8 03l a • 07 �° .�< G p Z03 �' 7 : 4 4. 5 / ‘ '----- ” �` • !Mi. * : , > ` . . -, a �o Y. of . r'` ( - - i i :: -.- :.. • : - !0 .s•....•�: <.:. t i „ :a I- 0 - " ALUMINUM WORLD, INC. (ASSA # 167) 4401 EAST 10 AVE HIALEAH, FL 33013 P H (305) 825 -1355 FAX (305) 825 -1356 © 2003 EASTERN METAL SUPPLY, INC. BERTHA Hal' TM Accordion Shutter System 1 L E C O N C. TILUT TES TING & COMPANY 5 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, 'FLORIDA 33166 Phone : (305)871 -1.530 . Fax : (305)871 -1531 - - e-mail: tilteco0ool.com E 8 - 0006719 WALTER A. TILUT Jr. P. E. FLORIDA tic. # 44167 i � _ �•,-� •.�—� ---� -- - REV. N DESCRIPTION DATE Drawn by: F.P. 1 DATE: 03/31 /07 MIAMI —DADE COUNTY _ f ' _ ; ? r , : _ ; ?I �_.. P.E. SEAL /SIGNATURE /DATE 2 DRAWING No Q7 -062 3 4 - 5 SHEET 25 OF 26 6 • ••• • OIDO 00 • • 000000 O 000 • • • • • • •• • ••• • • •• • • • • • •• •• • • • • • • 0• • •• ••• • • • •0.0 • • 0 •• •••• • • • 0000 • • • • • • • •• • • • ••• • 0 000 • • 0000 •• • • • •••• • •••• • • • • 0 • * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR- A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A- GIVEN NEGATIVE DESIGN LOAD. (2) - PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +" FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN 1S EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1 += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTAUATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. = MAX. SPA' FOR FLOOR /CEILING MOUNTING IPA_- L,%TIONS. FINAL MAXIMUM ALt .'ABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L.1 + ", "L + ", "Lt -" AND "L2 -" (4; ' T^ ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLi :' SPA `AND MAXIMUM DESI(. "; LOAD TO DETERMINE MAXII. ' ANCHOR Sp ".LING. HV BLADE ♦ SEPARATION TO GLASS REOUIREMENTS MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED AT ALL ELEVATIONS OF BUILDING IS 3 ". F.B. I EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3" EDGE DISTANCE FOR 1/4 "0 TAPCON AND 1/4 "0 CRETE —FLEX SS4. FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. THIS OPERATION IS ONLY ALLOWED IF REDUCED SPACING OBTAINED USING FACTOR IS NOT LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR CRETE —FLEX SS4 1/4 "0 TAPCON MIN. SPACING - 3" MIN. SPACING - 3" 2 1/2" 0.66 0.66 2" 0.50 0.50 • •••• • •••• • • • •••• • ••• • • ••• • • • • • ••• • • • • • • • •• • •• •• . - ANCHORS SPACING LEGENQ CO r TAPCON I CRETE —fl.EX SS4 TYP FOR A GIVEN MAX. SHUTTER SPAN. MAXIMUM DESIGN LOAD AND CO:RSP• DI G M•UNT FOR CONCR INSTALLATIONS MAXIMUM SPAN (ft) 8' -9" • • Qy LESS • • • •••• • • • • > 8 ' -9 " ;• • UP TO • 1" •• • •• •• POURED CONCRETE ALL MOUNTINGS AA THRU GG (SHEET 22) USE MAXIMUM VALUES BETWEEN POSITVE AND NEGATIVE LOADS >50 TO 90 4 1/2" 4 1/2" 2 1/2" 3 1/2" •• • • • • ••• • 1••• e•• 50 OR LESS 8" 6 1/2" 3" 4 1/2" 11" 6" 8" •• • • • • • - - • • •• .. •• *Y12' -1" •• ••• 4 • • Wi TO • •••• :•7 • 3" 4" >90 TO 120 3 1/2" • 2 1/2 >160 TO 195 >120 TO. 160 2 1/2" 3" 3 1/2" 3" PRODUCT SENR 'M cs cc p.11.11u ;.sea °re;~°.;. �.:•- 0 $ - 0 3/ 0. 07 13 • MIAMI -DADE COUNTY • 1 : P.E, SEAL /SIGNATURE /DATE 'SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED - CONCRETE SUBSTRATES 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. f'c = 3.350 ksi) — 1/4 "0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. — 1/4 "0 CRETE —FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR CRETE —FLEX SS4 ANCHORS IS 1 3/4 ". A.2) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS .AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.D.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. /TETEE �. TILLIT TESTING & ENGINEERING COMPANY &35 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax :.(305)871 -1531 e —moil: tiltecoOaol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. 44167 HV BLADE ALUMINUM WORLD,.INC. (AssA # 167) 4401 EAST 10 AVE. HIALEAH, FL 33013 PH (305) 825 -1355 FAX (305) 825 -1356 F. B.C.(High Velocity Hurricane Zone REV. No 2 3 4 5 6 © 2003 EASTERN METAL SUPPLY, INC. BERTHA HV TM Accordion Shutter System DESCRIPTION DATE Drown by: F.P. DATE: 03/31/07 DRAWING No 07 -062 SHEET 26 OF 26 • • • • • Customer Address City State Mean Roof Height Exposure Ca Roof Slope 7 10 Elevation CI End Zone Wind Chart See Drawing Design Load Positive cl-6. Negative Int Zone 0. ‘1, Negative End Zone 62 .2.- • • • • • • • • I• ••• Criteria Data • • • • • • • • • • • • • • • •• • • • • • • 0 KA 7 • 00 • • • • • • • • • • •• • • • • • • • • • • • • •••• • • •••• 1111E1 1E1=1 =II IM7/110 IMO Height Zone Product PSF Neg PSF POS Top Bottom NOA # Side I' ait.1 a , .c a.V b. V A - -- muICTA NINVIIIIIMMINNI WeAMI MILIMILIENSVIIVANII WAN WAIN IMENIP MOM INNIIIM1,111111 11111111111WAIIII MEM El IUMAIIIVA= KAM IIIMMINNIM IIDIZIII ,% =Mill Wall 1112=1111111111111110 In: mum a IVOINIIIIIIIIIIIII URI 111•11111MIN warzmi MEN E MOM 111AMI Waal MININ•111111 WAN MINN IIVAIIIIII W.11111 NMI NM= KOMI M UFIE11 WWII lL'AIIMII NM IMIIII ItioN am Nom wismiwAymorEMINIIIIMIIIMII 111=•11FAINI 7Ls 4 /-D 6' -09(-6.64.0. zi ie - 4 - 1 07-ON O'07 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Width 5'1- .52. 7-620- 12- O 140 MPH Velocity 63 146 MPH Velocity r. 150 MPH Velocity SHUTTER SCHEDULE o r -2, .7-- LiALV( 2 3 2811- 'Date 5-27 7 07o Jo Order # • Color Anchor Anchor - 7 4 gores Village A PROVED 0 'G DEPT DEPT SUBJECT i0 3 ATE AND C. R v DATE ' ALL FEDERAL ATIONS Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 &z5 z4 z5 z4 &z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 6 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31 -40 48.1 52.1 64.1 52.5 57.0 70.3 411.50 50.4 54.6 67.2 55.0 59.7 73.7 52 52.4,' ',56.7 69.8 57.2 62.0 76.6 LO`a1Xili EXAMPLE • BRgWARD COUNTY, PALM BEACH AND EITHER COUNT IES Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 &z5 z4 z5 z4 &z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 68.5 84.6 51 -60 60.1 65.1 80.1 65.7 71.2 87.9 M❑NR ❑E COUNTY Building Height Roof Slope Tess than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 -15 42.5 46.1 56.7 46.5 50 62.2 66.1 0 45.2 48.9 60.2 21 -30 49.2 53.3 65.6 53.8 58.3 72.0 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 _,59.9 64.9 80.2 51 -60 56.9 6y---:- 9 62.2 67. 83.3 _______) - (MIAMI-BADE COUNTY FLORIDA BUILDING CODE 2007 - ASCE/SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet • •• •• •• • • • WIND PRESSURES IN PSF 140 MPH VELOCITY WIND PRESSURES IN PSF 146 MPH VELOCITY GENMAL Ne71•BS" • " • :1- THE8EYA131.ES MAY BE USED TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (FIUPRICA'NE SHUMRS. WINDOWS AND DOORS APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPItRLY SELEL' DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VE:tIF.IEG$Y THe e?YRUTHORITIES. •' • • 2- PLE*E, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. TH,g31SINkTURE A'ND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASEDVIN ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category 11 Buildings - Tables 1.1 AND 6.5.5) Bra 5- EXPOSURE C (Section 65.6.3 - Open Terrain with scattered obstructions with heights less than 30) `� *h 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC WIND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than the larger of 4% of the least horizontal dimension or 3 ft. 81,,E Roof Slope Ch) MEAN ROOF r t.S) HEIGHT Ni a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a = 3 feet or a= 0.04 x BW WIND PRESSURES IN PSF 150 MPH VELOCITY E N 6 C O, Inc. Engineering Services - CA 8116 6971 W. SUNRISE BLVD. 104 PLANTATION - FLORIDA 33313 Tel: (954) 585 -0304 Fax (954) 585-0305 E -mail: Engco@AOL.co AUG 2 4 2009 PEDRO DE FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/12/2009 i - Ei=7, V IT #: WSI 0 —139 J Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT '*di SUBJECT CO CCMPI.IANCE MTH ALL FEDERAL STATE AND Cr.-UN il' RULES AND REGULATIONS cD 0 4 4 4 D W E'J • • • • • • • • • • • • • •• ▪ ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ▪ • • • • • • • • • • • • • • • • • • • • • • • • • • • • 411 llortorii0.) Roller 20 P&T 07- °allies /6 e kcepi 5inde il il000 P6 Tag-6706,o 3 PIAZ6 • ---71E-7: yr ) ssx3s L:: L 210J J i •,,, " ..... ........ EX Wind Pressure Calculator 2. HR 3. HR ng Mean Roof Height 15.0 ft Description 1. SHW 4. & 8. & 11. HR www.engexp.amn ENGINEERING 8X Rf--?iES S 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE: (954) 354-0660 FAX:(954) 354-0443 ASCE 7-05 Component & Cladding Pressure Calculator Date: April 28, 2010 Job #: 00-0TC-0000 - 58 Hover HELP: Contractor: Project Info: 26 NE 108th St., Miami Shores, FL 33161 - Taylor Rms. ENTER 0 Double Click or Drag: B lidl 146 MPH Presets 45), Bldg. Category Expoure: 0 c Roof Tyee: Roof '18.4 Deg' (4.0:12) Pitch Enter Minimum Bldg Dimension: 47.0 ft Bldg, Classification: Enclosed Zone Width (a): 4.70 ft. Directionality Factor Kd: 1.00 Width Ofti. Height Area 19 in 26 in 10.0 sq.ft. 53 in Copyright 2010 http://www.engexp.comicalculators/asce705_cc2.cfm 38 In 14.0 sq.ft. 53 in 50 in 18.4 sq.ft. [7 53 in 50 in 18.4 sq. ft. ,L1 111 in 50 In 38.5 sq.ft. =At- All windows Glass Type 'El" accept *5 & 10 Glass Type must be used. m 46 iL NOTES:10.-gn Is in accordance with ASCE 7-05 and the 2007 Florida nu ilding Code. Results are not valid for use unless a pprovt 0 via original signature an raised engineer seal of a PE from Engineering Express. Results are bused on contractor-supplied data and shall be field verlf I by others prior to use. Selection & installation of products shall be approved using these 1 wiensions and - pressures as verified by others. oh = 39.37 psf Kh = 0.95 Kzt = 1.00 1 = 1.00 (+/-) = 0.18 Local Save/Lod) EX Office (Clear Form) U5 Contour Map: FL Contour Map: Multiple Opening Single Opening e Zone Neg Pressure@lPos Pressure -50.4 pd 46.544 CMIN 4 5. HR 6. & 7. HR 26 ill 38 in 10.0 sq.ft. [_ 4_ J -50.4 psf•••■ 0-.41011 9. HR 74 In 38 in 19.5 sq.ft. ( 4 no -48.4 psi: • : 10. HR 74 hi 38 in 19.5 so ft rr - 58.2 •• • 12. HR 74 in 50 in 25.7 sq.ft.34 5 I 41 -56.5 psf 13. HR 37 in 63 In 16.2 sq.ft. r 471 -48.9 psf -49.4 psi: •!• 45.11a •• • • ••• -58.5 psf • ••••'•• -58.5 psf ..., • • pat 0 -46.3 • • 44.6 44.4 AV 42.4 • • 46:5491: 44.4 pqr 011•••• 44 psf •••• 43 45.0 psf Valid Only with Raised Engineer Seal April 28, 2010 Frank L. Bennardo, P.E. PE 0046 549 Cert Auth 9885 Page 1 of ENGINEERING ' 12:10 PM v2.0 01/15/10 PRE:98' Page 1 of 1 • • • • • • • • • • • ! • • • 4/28/2010 EX Wind Pressure Calculator 0 ASCE 7-05 Component & Ciaddincj Pressure Calculator Date: April 28, 2010 Contractor: Project Info: 26 NE 108th St. Miami shores, FL 33161 - Tay ler Res. - - - — ENTER 8 Daub le Click or Drag: fluiidIe Mesn Roof Height Description <Enter Notes Here> ENGINEERING EX1='/R8S 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE: (954) 354-0660 FAX:(954) 354-0443 146 MPH Presets ffld.Cito www.engexp.com AR Flan? Type: Hip Roof Slope: 18.4 Deg (4.0:12) Pitch 14. HR 37 in Job #: 00-OTC-0000 - 58 Hover HELP:61 Enter Minimum Bidg Dimension: 47.0 ft Peak Wind Velocity_ j3 Sec. Gust)i mumg imulzm WAAA M Bldg. Classification: Zone Width (a): 4.70 ft. Directionality Factor WI: 0.85 1.00 Width MT Height Area http://www.engexp.comicalculators/asce705_cc2.cfm 38 In 10.0 sq.ft. 1111 10 n11 1 . 1 e Multiple Dimming Zone@ Neg Pressurei4Pos Pressure , NOTES: Design Is in accordance with ASCE 7-05 and the 2007 Florida uI1H ng Code. Results are not valid for use unless a pprovt via original signature and raised engineer seal of a PE front Engineering Express. Results are based on contractor-supplied data and shall be field verified by others prior to use. Selection & Installation of products shall be approved using these InwnsJons and pressures as verified by others. qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcol (+/-) -=90.18 Entry Mode: -50.4 psf Local (Save/Lod EX Office efteed Clear Form US Contour Map: FL Contour Map: 177N Single Opening 46.5,mr • • • • 0000 • 4,1 • 00 ie • •00 •• • • 04110-epo • • solo* •0oo • • • 0 oo•t 'moo* • • • • • • • •0 o• •tio •• 00000 • 0• • • • • • • o;ok •• ' • 0400• • • 0000 Valid Only with Ral Engineer Seal April 28, 2010 Frank L. Bennardo, P.E. PE 0046 549 Cert Auth 9885 Page 11. of Copyright 2010 ENGINEERING EXPRFFF, 12:07 PM v2.0 01/15/10 Page 1 of 1 • ; • • • • • • • • • • • • • 4/28/2010 MIAMNDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: 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 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 HR-201 Aluminum Horizontal Sliding Window with Standard Meeting Rail APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Horiz. Roller (STD. MTG. RAIL) ", sheets • 1 • • • through 10, prepared, signed and sealed by Robert Clark, P.E. on 04/03/07, bearing the Miad -fed: County • , • • Product Control Approval stamp with the Notice of Acceptance number and approval date by 41A Miami -NV County Product Control Division. • • MISSILE IMPACT RATING: None .... •••• • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, c it +, tate and • • • • • • following statement: "Miami -Dade County Product Control Approved ", unless otherwise no lac in. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed andeaarrJ es 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 revrsioa r chang'b in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorfferneet of any • • . product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply • with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02-0313.10 and consists of this page 1, evidence page El, as well as approval documents mentioned above. The submitted documentation was reviewed by Mohammed Igbal Shaikh, P.E. NOA No. 07- 0214.17 Expiration Date: June 27, 2012 Approval Date: May 03,2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 268 -1, titled "Alum. Horiz. Roller (STD. MTG. RAIL) ", sheets 1 through 10, dated 02/08/07 with revision C dated 02/06/07, prepared by PGT Industries Inc., signed and sealed by Robert Clark, P.E. on 04/03/07. B. TESTS 1. Test reports on 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test - Loading 3) Water Resistance Test 4) Forced Entry Test along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3335, 3336, 3337, 3338, 3339, 3340,3341,3342,3343,3344 and 3345 dated January 22, 2002 and 4692 dated 08/30/05 per PA 202 and TAS 202, signed and sealed by Luis Figeredo, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, 49 pages prepared by PGT . • • • •. Industries, dated 02/09 /07 and 14 pages dated 04 /3/07 signed and k.alea . • • . • .. ib y 0000 • Robert Clark, P.E. • • • • • .. • D. MATERIAL CERTIFICATIONS None E -1 • • Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No. 07- 0214.17 Expiration Date: June 27, 2012 Approval Date: May 03, 2007 • 0000 0000 • • 0 .000 • • • • • • E. STATEMENTS • 1. Statement letter of no financial interest, dated 02/09/07, signed ana sealesi by , • Robert Clark, P.E. 2. Statement letter of the code compliance, dated 02/09/07, signed and.seal ;d by • 0000 Robert Clark, P.E. • • • • • • • • GENERAL NOTES: NON- IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: A. 1/8° ANNEALED (DSB) a B. 3/16° OR 1/4' ANNEALED C. 3/16" OR 1/4" TEMPERED D. 1/2' I.G., 118" ANNEALED OUTBOARD, 1/4" AIR SPACE, 1/r ANNEALED INBOARD E. 1/2° I.G., 3/18' ANNEALED OUTBOARD, 3/16° AIR SPACE, UV' ANNEALED INBOARD 7/18 NOM. 2. CONFIGURATIONS: OX, XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. a SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE DETAILS. 5. MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI -DADE AND WHERE IMPACT a RESISTANCE IS REQUIRED, 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL- 3335, 3336, 3337 3338. 3339, 3340, 3341, 3342, 3343, 3344, 3345 AND 4892. a ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSVAF &PA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA A BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). F Jc er F.K. eooth* FJC eaan• F.K ADD ANCMOR 7/16" NOM. • • ••• • • • • • 118: OR 3/16" ANNEALED • • • • • • • • • •• ••• •• • • • •• • •• • ••• • • • • ••• P.O. BOK 7628 NOKOWS. FL34274 • • • • • • • • • • • ••• • • • • • •• •• • • • • • • VIM* !letter • • • • • • • • • • •• •• • OUTSIDE 1 INSIDE OUTSIDE -� 1-.-1/8 ", 3/18" OR 1 /4° ANNEALED, a 3/18° OR 1/4' TEMPERED TYP. MONOLITHIC GLAZING DETAIL INSIDE 11 !7 OR 28 1/8 ANNEALED 1/4' OR 3/16° AIR SPACE 1/2' NOM. 1/2" NSULATED GLASS GLAZING DETAIL • • • • • • • • • • • • • REOIMW &UPDATE PER PBC, CURRENT ADD NC, . . . . . . ".°s•" MONO & TEST REPORT' FIL-4892 (DOW INSTANT &FLAW la • GENERAL NOTES & GLAZING DETAILS, STD. • ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL) H tl NTS � 1 10 268-1 C a NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 DESIGN PRESSURES 3,4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 8 EXTRUSIONS 6,7 CORNER DETAIL 7 ANCHORAGE 8-10 ry hat Resisiam 0 itobirlac 8 A J.J. 671/8" MAX. X0 OX FIXED UTE DLO 20° MAX. WINDOW WIDTH DETAIL B - XOX (1/4- 1/2 -1/4) C 74" MAX. WIDTH 581 MAX XOX FIXED LITE DLO 33 9/16° MAX. DLO VENT •• ••• • • • • • • DETAIL A -OX OR X0 ••• • • _ • .—• ••• 88° MAX. XO, OX VENT DLO 6T MAX. XOX VENT DLO 72° MAX. XO, OX WINDOW HEIGHT • • • •• • • • • • • • • • • 1 • •• • • • • • • • • • • • • • • • • • • • • 83° MAX. XOX WINDOW HEIGHT 27 3/8° 27 3/8' VENT DLO I FIXED 00° MAX. WIDTI 1 DETAIL C - XOX (1/3- 1/3-1/3) NOTES: 1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEETS 8 THROUGH 10 FOR ANCHORAGE. 3. SEE SHEET 7 FOR CORNER CONSTRUCTION. D D Apnr:•.^i r;,�.. P rO Mimi MI* `` fan ,, ++ aro etc FJC ar FJC Ameer FJC treble FJC nor 9!607 Ods Rwhkesc Rottkaw B 4 1/11/02 Room A J.J. REDRAW AND CONSOLIDATE ELEVATIONS • • • • • • •• • • UPDATE mchORAOE- NOT SLB161TED ADO ANCHOR WA m • 1 • • 4 P.O. BOX 1879 NOWMII. PL MO274 • • • Visibly Better ELEVATIONS try ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL) Si..ilea• ,m.• II ii M01 NTS 2 d 10 268-1 C ! R b t er L l P.E. o PE #39712 Slruohual ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• • • ••• • • • • • • • • • • • • • • •• •• DESIGN PRESSURES, XO AND OX WINDOWS GLASS TYPE: A. DSB - 1/8" ANNEALED (FTL- 3341,3345) C. 3/16" OR 1/4" TEMPERED (FTL- 3338,3342) B. 3/16" OR 1/4" ANNEALED (FTL- 3339,3343) D.1/2" LG. - 1/8A,1/4S,1/8A (FTL -3344) WINDOW WINDOW HEIGHT TABLE 1. E. 1/2" LG. - 3/18A,3/16"S,1/8A (FTL -3340) WIDTH A 26.500 37.000 44.000 48.000 53.125 63.000 74.000 C +54.8 D +38.4 E +32.9 A +32.9 B +43.9 +56.0 -71.3 +56.0 N0D :404 04 .30.0 +30.0 -30.0 +20.0 t00. • Ato.Q • -8110 +35.0 -40.0 +30.0 -50.0 -35.0 -20.0 -30.0 +20.0 +30.0 �Ix FJC AMC 66.000 max o.. F. K 71&07 F 1102 4/23/02 B c D E A B C D E A B c D E A B C D E B C 0 E A B c E A B c D E V1 1102 28.000 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +42.7 +56.0 +56.0 +49.8 +42.7 +39.5 +52.7 +56.0 +46.1 +39.5 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -84.9 -90.0 -90.0 -90.0 -84.9 -71.3 -90.0 -90.0 -83.2 -71.3 -58.2 -77.6 -90.0 -67.9 -58.2 -42.7 -56.9 -52.7 -65.8 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +41.4 +552 +56.0 +48.3 +41.4 +37.7 +50.3 +56.0 +44.0 +37.7 -90.0 -90.0 -90.0 -90.0 -90.0 -73.0 -90.0 -90.0 -90.0 -90.0 -87.0 -90.0 -90.0 -90.0 -84.9 -65.4 -90.0 -90.0 -83.2 -71.3 -58.2 -77.6 -90.0 -67.9 -58.2 41.4 -55.2 -69.0 -48.3 41.4 -37.7 -50.3 -62.9 -44.0 -37.7 44.000 50.625 +56.0 - 90.0 +56.0 +58.0 - 90.0 +56.0 +56.0 - 90.0 +58.0 +56.0 -90.0 +58.0 +58.0 -90.0 +56.0 +56.0 - 82.0 +56.0 +56.0 - 90.0 +58.0 +58.0 - 90.0 +56.0 +56.0 - 89.6 +56.0 +58.0 - 90.0 +56.0 +54.3 - 54.3 +45.8 +56.0 - 90.0 +58.0 +56.0 - 90.0 +56.0 +56.0 - 79.4 +56.0 +56.0 - 81.8 +56.0 +53.3 - 53.3 +44.1 +56.0 - 85.8 +56.0 +56.0 - 90.0 +56.0 +56.0 - 75.0 +58.0 +52.4 - 52.4 +43.9 +56.0 - 77.6 +56.0 +56.0 - 90.0 +56.0 +56.0 - 67.9 +56.0 +56.0 -58.2 +56.0 +41.4 -41.4 +41.4 -84.7 -90.0 -90.0 -90.0 -90.0 -56.8 -86.0 -90.0 -75.3 -77.6 -45.8 -75.5 -90.0 -66.1 -88.1 -44.1 -71.0 -88.8 -622 -64.1 -43.9 -66.4 -83.0 -58.1 -582 -41.4 +55.2 -55.2 +55.2 -552 +48.3 -48.3 +41.4 -41.4 +37.7 -37.7 +50.3 -50.3 +56.0 -62.9 +44.0 -44.0 54.000 +56.0 +58.0 +58.0 - 88.1 +58.0 -80.0 +56.0 +56.0 +56.0 +54.3 +56.0 +56.0 +58.0 +56.0 +42.1 +56.0 +58.0 +56.0 +58.0 +40.2 +56.0 +56.0 +56.0 +56.0 +40.0 +56.0 +56.0 +53.3 +54.9 +39.7 +54.7 +56.0 +47.8 +41.4 +37.7 +50.3 +56.0 +44.0 +37.7 X 7.7 . •447. +50.0 +35.0 -78.7 -90.0 -90.0 -90.0 -90.0 -54.3 -79.6 -90.0 -89.6 -71.7 -42.1 -69.6 -87.0 -60.9 -62.8 -40.2 -65.3 -81.7 -572 -58.9 -40.0 -60.9 -76.1 -53.3 -54.9 -39.7 -54.7 -68.3 -47.8 -41.4 -37.7 -50.3 -62.9 -44.0 .:377 -50.0 -35.0 83.000 +56.0 +56.0 +56.0 +56.0 +56.0 +49.7 +56.0 +56.0 +56.0 +58.0 +37.0 +56.0 +58.0 +50.4 +51.9 +33.1 +53.8 +58.0 +47.1 +48.5 +31.2 +49.9 +56.0 +43.8 +45.0 +32.1 +44.2 +55.3 +38.7 +39.9 +31.9 +42.9 +53.6 +37.6 +37.7 +45.0 +30.0 -66.1 -88.2 -90.0 -77.1 -79.5 -49.7 -662 -82.8 -58.0 -59.7 -37.0 -57.6 -72.0 -50.4 -51.9 -33.1 -53.8 -67.3 -47.1 -48.5 -312 -49.9 -62.3 -43.6 -45.0 -32.1 +37.5 -37.5 +33.5 -33.5 + 43.8 43.8 +39.1 -39.1 -44.2 -55.3 - 71.2 49.8 -42.7 39.5 +58.0 - 69.0 +56.0 -69.0 -48.3 +48.3 -41.4 +41.4 -37.7 +37.7 -38.7 -39.9 -31.9 -42.9 -53.6 -37.8 -37.7 -50.0 -35.0 68.000 72.000 +56.0 - 75.5 +56.0 -68.6 +50.3 - 50.3 +45.7 -45.7 G[ASS;TYPE` IKOT 411` +56.0 -75.5 +56.0 -68.6 +37.7 -37.7 +34.1 -34.1 +58.0 - 56.6 +512 -51.2 +56.0 -86.0 +56.0 -59.7 GLASS TYPE NO VAILABLE +56.0 -56.6 +51.2 -51.2 +49.1 - 49.1 +44.3 -44.3 +32.7 -32.7 +29.5 -29.5 +58.0 -57.3 +51.6 -51.6 GLASS TYPE NOTAVALABLE +49.1 -49.1 1 +44.3 -44.3 +30.5 -30.5 1 +27.5 -27.5 +45.8 -45.8 1 +41.2 -41.2 +53.5 -53.5 1 +48.1 -48.1 GLASS TYPE NOT AVAILABLE +45.8 -45.8 +41.2 41.2 +28.3 -28.3 +25.4 -25.4 +42.4 -42.4 +38.1 -38.1 + 49.5 -49.5 +44.4 -44.4 GLASS TYPE NOTAVALABLE +42.4 -42.4 +38.1 -38.1 +25.0 -25.0 +22.3 -22.3 GLASS TYPE NOTAVALABLE +37.5 -37.5 +33.5 -33.5 +242 -242 +21.6 -21.6 +36.4 -36.4 +32.4 -32.4 +42.4 -42.4 +37.8 -37.8 GLASS TYPE NOTM(A LABLE +36.4 -36.4 +32.4 -32.4 -20.0 -30.0 +35.0 -35.0 +35.0 -35.0 IOLASS TYPE.,AegAVALAB :: •„ems REDRAW ANDVADATE TABLE 1 PER ASIME ala "mnc UPGRADES • • : _ ,� ■ • • • • DESIGN PRESSURES, XO AND OX B UPD47EAl- NOTSI�INITTED • • •• R. t•s oDAatloRtr�4z • • Po. emoc,sm ALUM. HORIZ ROLLER WINDOW(STD. MTG. RAIL) OM A tbeakac ar ADD F1.34274 Visibly Bever se aeac ruvoc ar3 ~Win la." 714A78/07 1 t o1 268 N7 5' 3 s 10 C Ap rowe PS p;- 'gl the Q tr" 03 ra..�l z)e: s-4: - "V Canted By f°7 Robert L Palk P.E. PE #39712 SUUCtulal ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW WIDTH WINDOW HEIGHT 38.375 44.000 50.625 54.000 63.000 53.125 B,D,E +56.0 - 90.0 +56.0 -78.2 +56.0 - 65.1 +56.0 -60.0 +49.6 -49.6 C +56.0 - 90.0 +56.0 - 90.0 +56.0 -75.9 +56.0 -70.0 +56.0 -57.8 74.000 B,D,E +56.0 -78.9 +56.0 -64.7 +52.5 -52.5 +47.9 -47.9 +38.9 -38.9 C +56.0 - 90.0 +56.0 - 75.5 +56.0 - 61.3 +55.9 - 55.9 +45.3 -45.3 84.000 B,D,E +56.0 - 612 +56.0 -612 +49.2 ' -492 +44.6 -44.6 +35.8 -35.8 C +56.0 - 71.4 +56.0 -71.4 +56.0 - 57.4 +52.1 - 52.1 +41.8 -41.8 90.000 B,D,E +53.3 -53.3 +53.3 -53.3 +47.7 -47.7 +43.1 -43.1 +34.4 -34.4 C +56.0 -62.2 +56.0 -622 +55.6 -55.6 +50.3 - 50.3 +40.1 -40.1 96.000 B,D,E +46.9 -46.9 +46.9 -46.9 +46.5 -46.5 +41.9 -41.9 +33.1 -33.1 C +54.7 - 54.7 +54.7 -54.7 +54.3 -54.3 +48.9 -48.9 +38.7 -38.7 106375 B,D,E +38.2 -382 +38.2 -382 +38.2 -38.2 +38.2 -38.2 +31.5 -31.5 C +44.5 -44.5 +44.5 -44.5 +44.5 -44.5 +44.5 -44.5 +36.7 -36.7 111.000 B,D,E +35.1 -35.1 +35.1 -35.1 +35.1 -35.1 +35.1 -35.1 +30.9 -30.9 C +408 40.9 +40.9 408 +40.9 .408 +408 -40.9 +36.1 -36.1 120800 B,D,E +30.0 -30.0 - +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 +30.0 -30.0 C +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 +35.0 -35.0 DESIGN PRESSURES, XOX (1/4 1/2 - 1/4) WINDOWS TABLE 2. i GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL -3336) D. 1/2" I.G. - 1/8A,1/4S,1/8A (FTL -3337) C. 3/16" OR 1/4" TEMPERED (FTL -3335) E. 1/2" LG. - 3/16A.3/16 "S.1 /8A (FTL -3337 UPGRADE DESIGN PRESSURES, XOX (1/3 1/3 - 1/3) WINDOWS TABLE 3. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL -3336) D. 1/2" LG. - 1/8A,1/4S,1/8A (FTL -3337) C. 3/16" OR 1/4" TEMPERED (FTL -3335) E. 1/2" I.G. - 3/16A,3/16 "S,1 /8A (FTL -3337 UPGRADE) WINDOW HEIGHT WNDOW WIDTH 48.000 53.125 60.000 74.000 84.000 90.000 B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C B,D,E C 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +44.4 +51.8 +34.4 +402 +30.0 +35.0 -88.9 -90.0 -82.6 -90.0 -67.5 -78.8 -44.4 -51.8 -34.4 -40.2 -30.0 -35.0 44.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +44.4 +51.8 +34.4 +402 +30.0 +35.0 -75.0 -87.5 -69.4 -81.0 -63.5 -74.1 -44.4 -518• -34.4 -40.2• -30.0 -35.0 50.625 +56.0 +56.0 +56.0 +56.0 +53.2 +56.0 +44.4 ••*5188• +30.0 +35.0 -63.3 -73.9 -58.4 -68.1 -53.2 -62.0 -44.4 •51.8 • • -34.4 1 • ,. • -30.0 -35.0 54.000 +56.0 +56.0 +54.0 +56.0 +49.1 +56.0 +42.0 443.0 X34.4 +4 ©2 +30.0 +35.0 -58.7 -68.5 -54.0 -63.0 -49.1 -57.3 -42.0 -49.0 -34.4 -40.2 -30.0 -35.0 63.000 +49.1 +56.0 +45.1 +52.6 +40.8 +47.5 +34.6 +40.3 +31.5 +36.7 +30.0 +35.0 -49.1 -57.3 -45.1 -52.6 -40.8 -47.5 -34.6 -40.3 ;34 44002 • -31.5 -36.7 -30.0 -35.0 • ••• • • • • FJC F.1G rower FJC RE ORAWANO &SPERA$7M i AOO 1/4"MON U •� -• uPCA NOTBLJBMRTEO •'. 2AY07 Slf1/01 aft 4/13!02 Dem ex FJC Dam 1/11102 a• C B A aausaaex J.J. ADD ANCHOR COL •rr Q7A73rD7 1410 YO�IVE PA. BQ%1829 NOKOM IS, R. 34214 • 14434 Bearer DESIGN PRESSURES, XOX ALUM HORIZ ROLLER WINDOW (STD. MTG. RAIL Sselswileat 14R201 NTS 1 4 d 10 I �,� 288-1 C 5d9 Robert L Gietk. P.E. PE #39712 Sbuab"e1 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • WINDOW HEIGHT Raw oF FA FA OUTSIDE MAX. FIXED DLO FA F FJC 11 1AY1 MAX. VENT D ld SECTION C-C (VERTICAL SECTION) • ••• • • • CONSOUDATE SECTIONS AND ADD 17EM27 4 SWIM, De. DOR Ogle BHl= gotgigma c ADD • • • .• • • • • • Itgalsiggig A amdsdso N O C H A N G E T H I S MEET -NOTSI WTTED • • • W1ERIOWEXTERIOR DESIGNATION • • • • • • ••� � P.O. BQX 1830 NOKOMI$. P134774 •• ••• • • • • • •• • • • • • • • • • •• •• • •• • • • •• ••• ••••••• • • • • •• • • • • • • • • • • • ••• • • • • • • • • ••••• • • • ••• • • •• •• • • • • • •• •• ••• • • • • • ••• • • • MAX. WINDOW WIDTH SECTION B-B (HORIZONTAL SECTION - XOX) MAX. WINDOW WIDTH SECTION A -A (HORIZONTAL SECTION - OX, XO SHOWN) • • • • • • bs SECTIONS nle ALUM. HORIZ ROLLER W/NDOW STD. MTG. _ swe awry Half 5 a. 10 288-1 C stpptasa Fbeiu 37xtc 3Ai . /1w b Robert L Clark, P.E. PE #39712 SWC4oal Item 1 2 3 4 6 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 Deg # 215B 1155 110 264 265B 1298 218A 219 1003 220B 1072 223A 242 227 225 226 221A 1001 222A 1096 1016 1265 -3 1267 1014 1013 1073 1278 1618 2718 2719 1263 241 1274 1237 Description Flange Frame Head #8 x1.000 , QUAD Pn., SMS Sash Stop Main Frame Sill Main Frame Sill Adapter Weep Hole Cower Flange Frame Jamb (Fixed, XO ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Fixed Meeting Rail Wstp.,.187 x.200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti-rack) End Cap #8 x 25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass Sash Side Rail Wstp., Bulb Vinyl Sash Meeting Rail Sweep Latch #8 x.625 , Ph. FL, SMS DSB Glass 3/16" or 1/4" Annealed Glass 3/16" or 1/4" Tempered Glass 1/2" Insulated DSB/DSB 1/2" Insulated 3/16 "Annealed /DSB 3/32 x1/4 x 1 Setting Block 1/8 x1/2 x1 Setting Block Screen Frame Screen Comer Key Screen Spring Screen Pull Screen Spline Screen Cloth Glazing Bead (SSB/DSB) Glazing Bead - (3/16") Glazing Bead - (1/4") Glazing Bead - (1/2" Insulated) Glazing Bead, Grill Kit - SSB /DSB Glazing Bead, Grill Kit - 3/16" marl 6063-16 Fastener 6063 -T5 6063 -T5 6063 -T6 Plastic 6063 -T6 6063 -T5 Vinly 6063 -T8 Wthrstrip 6063 -T8 Plastic Plastic Fastener Plastic Brass Part 6063 -T6 Wthrstrip 6063 -T6 Cast Part Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber Rollform Bd. Plastic Plastic Slicone Adhesive Dow 899, Instant Glaze II or Egeal• CT P# 6215W,B,T 781PQA 86387 6264 6265BW,B,T 71298 6128W,B,T 61088 66801 6220W,B,T 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 6221W,B,T 64664 6222W,B,T 71096 7858 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 65196 Roliforp1'Bd. • •8.5016: • • Rol lforN,Bd. 4 4510: Plastic__ • • � • _ 6GB1274 6GB1237 _• _• 1.605 • • •• • • • • • • ••• • • • • • • •• © • • • 10 FIXED MEETING RAIL MAIL: 6063 -T6 DWG# 22013 18 SASH SIDE RAIL MArL 6063 -76 DWG# 221A 1.750 c 20 SASH MEETING RAIL MAIL: 6063 -T6 DWG# 222A t 1.062 0 SASH TOP & BOTT. RAIL MATL: 6063 -76 DWG# 223A 1.457 h— .926 —1 %!42 FJC FJC F.K aft 28007 Raiskag 8/11!02 4123/02 a.• FJC V11/02 B Rolle A ADD 1/4 MGM &2 AND DOW INSTANT QlA UE HTEir • NO CHANGE DNS SHEET- NOT SUEUWTTE7 • • • • • CHANGE ITEMS 10,12818 J.J. 0207 ••• • • • • • • • • • 1070 ECHrOLOGY BANE MOW FL 31278 P.O. BOX ISO NOKON16. FL save • • • i•• • • • • FA • VLff* Beans. PARTS LIST AND SASH EXTRUSIONS The ALUM. HORIZ ROLLER WINDOW (STD? MTG. RAIL 104201 Di 1NTS swe 8 a 10 �o�� 288-1 /// Robert L Clark, P.E. PE #38112 Structural • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • • •• •• ••• • • VIEW D -D SHT.2 CORNER CONTRUCTION • ••• FRAME JAMB(OPERABLE) MAT'L• 6063 -T5 DWG#219 1.542 O FRAME JAMB(FIXED) t 1.114•�j MAIL: 8063 -T8 II DWG# 218A •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • • • •—•- • • • • 6 2.124 1.827 2.824 O 3 SASH STOP MATE 6063 -T5 • DWG# 110 2.000 O FRAME HEAD MAUL: 6083 -T6 DWG# 215B 2.000 .082 O FRAME SILL MAIL: 8063 -T5 DWG• 264 O SILL ADAPTER MATE• 6063 -T6 DWG# 285B 4 4/,'"d: r.re1* F.K owe ex FJC FJC NO CHANGE THI MEET ADD CORNER ASSEMBLY DETAIL • • • • • • MO CHANGE ?HISSHEET -NOT SUBMITTED • • • j • tracer FJC Das Dell s' Drip 4 1@In•len• 0 lenflonr 8 A Dais CA•leekc Dee• SHIM J.J. 02Aw.v7 P.O. PA.1393 1528 NORMS, FL 34274 • • CORNER ASSEMBLY DETAIL & EXTRUSIONS ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL 600000 rke Half [ 7 a 10 288-1 C Robert L Clark P.E. PE 699712 StruahaDl ••• • • • • • •• • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• • • • ••• • • • • • • • • • •• •• TABLE 4. ANCHORAGE, XO AND OX WINDOWS TO 50.625 HIGH ANCHOR TYPE & SUBSTRATE 28.500 37.000 44.000 48.000 53.125 63.000 68.000 74.000 A,B,C,D,E A B C,D,E A B,D C,E A B,D C,E A B C,D,E A B,D,E C A B,D,E C A B,D,E C HEIGHT 26.000 1, CONC 2, CONC 2,3,WOOC 44.000 1, CONC 2, CONC 2,3,WOOD o d 2 6 co x a0 - 1402 +1 1+02 +1 1+02 +1 1+02 +1 14(2 +1 2 1+(2+1 2 I+C2 +1; 2 1+02+1 1402+1 1+02+1 1402 +1 1+02+1 2+02+2 H(2 +1 2 2 2 2 2 2 2 2 2 2 2 14(2 +1 2 24(2+2; 2 1+02 +1 2 1+02 +1 i 2 2+02+2 2 14(2+1 2 1+02 +1 2 2+C2+2I 2 1+(2+1 1402 +I 1+02+1 1+(2+1 1+(2+1 1+02+1 1402 +1 1402+1 1+02+1 1+02 +1 1+(2+1 I+C2 +1 14(2 +1 I+C2+1 1+02+1 I+C2+1 1+02+1 1+02+1 I+(2+I 1+02+1 14{2 +1 1+02 +1 O 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 a 1+02+1 1402 +1 1+0 +1 1+(2 +1 14(2 +1 1+(2+1 1402+1 14(2+1 14{;2+1 I+C2 +1 1+02 +1 1+02 +1 2+02 +2 I+a+1 14(2+1 2+(2+2 1+(2 +1 1+(2+1 2+02+2 1+(2+1 1+02+1 2+02+2 0) m 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38.375 1, CONC 2, CONC 2,3,WOOC x m 1+(z +1 1+0+1 1x2+1 1+0+1 I+02 +1 I+(2+I 1+Q +1 1+0x+1 1403+I 1+03+1 1 t(2 +1 14(2+1 2+03+2 I+C2+1 14(2 +1 24(2+2 1+(2+1 1402±1 2+0x+2 1+(2 +1 14(2 +1 2+(2 -2 ID 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 a 011 1402 +1 1+0 +1 14(2 +I 1402 +1 1+02 +1 1+02+1 1+(2 +1 1 4(2+1 1+0+1 1402 +1 1 +02 +1 1+02 +1 1+02 +1 1+(2 +1 1+(2+1 1+(2 +1 1+02 +1 1402 +1 1+02 +1 1402 +1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1442 +1 3 3 3 3 3 3 3 1+12+1 3 1402 +1 1+02 +1 1+02+1 1+02+1 l+(2 +1 14(2 +1 1+02+1 1+02 +1 140 +1 1+(2 +1 14(2 +1 1+Q +1 14(2+1 2+(z +2 14(z +1 14-x+1 2+02+2 1+02+1 3 3 3 3 3 3 3 3 3 3 2403+2 3 3 3 3 3 3 3 3 1+(2+1 3 21-0+2 3 D 1+02 +1' 1+02 +1 1+Q +1 1+03 +1 1+02+1 3 1403+1 1403 +1 1402 +1 1+03 +1 14(3 +1 1+0+1 14(7 +1 2+(3+2 140 +I 3 1+02 +1 3 2+03+2 3 1+02 +1 3 1+02 +1 3 24-C3+2 1+02 +1 +4(2+1 2+02 +2 m 2 3 3 3 3 3 3 3 3 4 3 3 4 3 3 3 m 1+02 +1 14(2 +1 1+02 +1 1 x2 +1 1+02 +1 14(2+1 I+C2+1 1+02+1 14(2 +1 1+02 +1 1402 +1 1+02 +1 1402 +1 1+(2 +1 3 14(2 +I 1402 +1 14(2 +1 1+02+1 1+0+1 14(:Z +1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1+0+1 3 1+C? +1 3 x co 1+02 +1 1+Q +1 14(2 +1 1402 +1 1+02 +1 1+0+1 1+03 -1 14( +1 1403 +1 14C3+1 1402 +1 1+02 -1 2 +03+2 1+02 +1 1+02 +1 2+03 +2 1407 +1 1+02 +1 210+2 1402 +1 1+0+1 2+02+2 m 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 50.625 1, CONC 2. CONC Z,3,WOOC O d 1+(2 +1 1402 +1 1+01+1 1+03 +1 1+02+1 1403+1 1403+1 I+(2 +1 1403+1 14(2+1 1402+1 1403+1 2+03 +2 1+041 1+(2 +1 2401+2 1+02+1 1+02 +1 2+03 +2 1+02+1 1+0 +1 2+03 +2 N m 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 d 0 63 1+02+1 1+02+1 1402+1 I+C2 +1 14C2+1 1402+1 11 1+0x+1 1442+1 1403+1 140x+1 1+(2+1 I4C3+1 4 1+(2 +1 4 14(22+1 I+C2+1 1+0+1 14(2+1 1-x.'2+1 14-2 +1 1+02 +1 V) 2: 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 co 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TABLE 4A. ANCHORAGE, X0 AND OX WINDOWS OVER 50 625 HIGH TO 72.000 HIGH HEIGHT 54.000 63.000 4 4 4 4 4 1+CP1 # Ha 47424 1+C311 142+P • 74.000 66.000 Rood* Dists FIC 1111M2 02/08/07 I 1+0+1 4 4 4 4 4 4 14C2+1 4 1443+1 4 56.000 140+1 5 1+0+1 5 5 5 5 5 5 5 5 5 5 5 5 1+0+1 5 5 5 5 5 14C2+1 5 14C2+1 5 11+C2+1 5 1+422+1 3 14C2+1 5 NOKOMIS, FL 34274 14422+1 5 5 5 5 5 5 5 72.000 1+0+1 14C2+1 5 5 111 11151+1 410 5 5 14C2+1 5 5 5 re 6" MAX MTG. RAIL EXAMPLE (C2) ANCHOR CLUSTER 0 MTG. RAIL EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) NOTES: 1. ANCHOR TYPES: 3 - 012 STEEL SCREWS (G5) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. HEAD 6" MAX. FROM CORNERS & SILL: 6' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE JAMBS: 6° MAX. FROM CORNERS & TABLE KEY: ANCHOR QTY. ER JAMB HEAD AND SILL ANCHOR QUANTITIES A CLUSTER OF (3) ANCHORS AT THE MEETING RAIL PLUS (2) ANCHORS AT OPERABLE VENT AND FIXED SECTION. (7) ANCHORS TOTAL AT HEAD AND SILL (3" MIN. 0.C. ANCHOR SPACING) ANCHORAGE SPACING, XO AND OX WINDOWS ALUM. NOM ROLLER IMNDOW (STD. MTG. RAIL? ar•evae ewe lure &meow APPrend 43,4444)) norkle Cede Sok WOAD Robert L Clark, P.E PS 439712 Structural • • • TABLE 5. ANCHORAGE, XOX (114 - 1/2414) WINDOWS TO44.000 HIGH ANCHOR TYPE„ & SUBSTRATE 6 D 53.125 74.000 84.000 90.000 106.375 111.000 120000 B,D,E C B,D.E C B,D,E C B,D.E c B,D,E C B,D,E C B,D,E C B,D,E c HEIGHT 1, CONC 38.375 2, CONC 2,3,WOOD 1, CONC 28.000 2. CONC 2,3,W000 HEAD & SILL 2+02+2+02+2 1+0+2+0+1 1+0+2+0+1 1+12+2+02 +I 1+02+2+02+1 I+C2 +2+02+1 1+62+2+(2+1 I+0 +2+02+2 I+024-2+02 +1 1+62 +2+62 +1 1+62 +2+02+1 1 +02 +2+02+1 1 +02+2+02+1 1402 +2+{7+1 I+C2 +2+02+1 I+C2 +2+02+1 g m 2 2 2 2 2 2 2 3 3 2 2 2 2 2 2 2 2 2 HEAD & SILL 1+02 +1+0 +1 140 +1+Q +1 I+C2 +2+02+1 1+02 +2+(2+1 1+62 +2+C2+1 2+02 +2+02+1 1+0+2+62 +I 1+02 +2+02+1 1+02 +2+02+1 1+02 +2+02+1 1+02+1+02+1 1+0+2+0+1 1+0 +1+02 +1 1+C2 +2+02+1 I+C2 +1+0+1 1+0+2+0+1 (0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD & SILL 1+02+2+02 +1 1+02 +2+02 + 1+02 +2+01 1+0+2+62+1 1+Q +2+02+1 1+{2+2+(2+1 1+{2+2 +02+1 1400 +2+2+1 2+02+2403 +1 1+02 +2+02 +1 1+62 +2 +0+I 1+02 +2+12+1 1402 +2+02+1 1+02 +2+02 +1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD & SILL I+t2+24 2+I 1+0+2+02+1 14C2+2+02 +1 I+p+3+C3+1 1+02+2+0+1 1+62+3+{2+1 1+02+2+0+1 1+02 +3+02 +1 1+0+2+0+1 1+02 +3+02 +I 1+02+2+02 +I 1+02+3+02 +1 1+02+2+02+1 1+C2 +3+02 +1 1+03+2 +03 1+0+2+0 +1 m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1+02 +1+02+1 1+(2+1+C2 +I 1+C2 +2+0 I+02+2+C2 +1 1+02 +2+02 +1 1+02+2+024 1 1+02+2+02 +1 1+02+2+02 +1 1+02+2+02+1 14-C2+2+0 +1 1+02+2+0+1 2+02+2+02 +1 I+0+2+02+1 1+02 +2+02 +1 1+0 +2+02+1 1+02+2+02 +1 m 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL g m 2+02+2+02+1 3 1+(2+2+02+1 3 1+02+2+0 +1 3 1+03+3+0+1 3 1+02+3+2 +1 3 1+02 +2+02+1 3 1+02 +3+02+1 3 1+03+2+02 +1 3 1+0.3+02 +1 3 1+0+2+02+1 3 1+02+2+02+1 3 1+(2+2+02+1 3 1+03 +2+0 +1 3 1+02 +2402 +1 3 1+02+2+02+1 3 !+02+2+02+1 3 I+C2 +2+01+1 1 +0 +2+02 +1 1, CONC 44.000 2, CONC 2,3.W000 HEAD & SILL 1+12 +1 10+I 14.2 +2+02 +1 1 +C2 +2402 +1 1+02 +2+C2+I 1+02 +2+02+1 1+{3+3+03+1 1+02 +2 +(2 +1 1463 +3+C3+1 1+02+2+02+1 2+02+3+02+1 1+02+2+02 +1 1 +02 +3+02 +1 1+02 +2+02 +1 1+07+3+02 +I 1+02+2+02 +1 1+0+3+0+1 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1.04140+1 l+0 +1+12 +1 1+02 +2+02 +1 2402+2K2 +1 1+03+2+02 +1 1+0+2+0 +1 1+02 +2 +03+1 1+02 +2+C2 +1 1+02+2+02+1 1+03 +2+62 +1 1+0+2+0 +I 1+02+2+02+1 1+0+2+(2+1 I+C2 +2402 +1 3 3 3 3 3 3 3 3 3 3 3 3 3 3 HEAD & SILL 1 +0 +1 +0 +1 1+02+2+(2+1 1+02+2+02+1 1+0+2+03+1 1+62+2+02+1 I+C3+3+C3+1 1+02+2+02+2 1+03+3+03+1 1+02+2+02+1 1462+3+02+1 1+62+2+02+1 1+02 +3+02+1 1+02+2+02+1 1+02 +3+02+1 1+0+2+0+1 1+62+2+02+1 m 3 3 3 3 3 3 3 3 3 3 3 3 3 3 1+62 +2+02 +1 1+07+2+02+1 3 3 TABLE 5A. ANCHORAGE, XOX (114112 - 1/4) WINDOWS OVER 44.000 HIGH TO 63.000 HIGH 53.125 74.E 84.E 90.000 98.000 106.375 111.000 120.000 B,D,E C B,D,E C B,D,E C B.D.E C B,D,E C B,D.E C B,D,E c B,D,E C HEIGHT 50.825 1+0 +1+62+1 1+02+1+02 +1 2+22 +2+02 +1 1+0+2402+2 1 +C2+2+02+1 I+0+2+62+1 1 +02+2 +C2 +1 1403+3+03+1 1+02+2+(2 +1 I +03+3+03+1 1+0 +2+02+1 1+03+3+03+1 1402+2+02+1 1402 +3+02+1 1+02 +2+02+1 I+C2 +3+0+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 2+02+1+02 +1 1 +02+1+02 +1 2+02 +1+02+2 1+02 +2402+1 I+C2 +2+62+1 14C2 +2+C2+1 1+62 +2+02+1 l+ 2 +2 +C2 +1 1+02+2+02+1 1+02+2 +0+1 1+62+2+0+1 1+02 +2+02+1 1+02+2+62 +1 1+0+2+02+1 1+02+2+02 +1 1+02 +2+02 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 102 +1+02 +1 1462+1462+1 1+02 +2+02+1 I+C2 +2+02+1 1402 +2+{2 +1 1+02+2+02 -1 1+62 - 2402 -1 1+0- 2+02 -1 1 +0+2+62 +1 I+0 +3+03+1 1+0 +2+0+1 1+62 +3+02 +1 1+02+2+02+1 1+02+3+02+1 1+02+2+02 -1 1+0+3+02 -1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 54.E 1462+1+02 +1 1+0+1+02+1 1402 +2+02 +2 I+C2 +2-02+1 1+C2 +2 +0 +1 1+02 +2 +1 1- 02+2+02 +1 1- 0+2+C2 +1 I+C2 +2+02+1 1+03 +3+03 +1 1+02 +2+01 +1 1+03+3+03+1 1402 +2+0 +1 1463+3+13 +1 1+0 +2+02 +1 1+0+3+(2 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1+02+1+02 +1 1402+1+02 +1 1402+1+02+1 1+02+1 +02+1 1+62 +1+C2 +1 1+02+2+02 +1 2+62+2+0 +1 1+02' 2+02+1 1+C2+2+0+1 1+02+2+0+1 1402 +2402 + 1+02 +2 +0+1 1+02 +2+62 +1 1+22 +2+02 + 1 +C2 +2+02 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 1+02 +2+02 +1 4 4 4 1+02 +1+02 +1 1+62+1+0 +1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 140-2+C2+1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 TABLE 6. ANCHORAGE, XOX (113413 WINDOWS TO 44.000" HIGH ANCHOR TYPE & SUBSTRATE 1, CONC 38.375 2, CONC 2 2 as 2 to • 1, CONC 2, CONC 3 3 ro 3 TABLE 6A. ANCHORAGE, XOX (1134/3-113) WINDOWS OVER 44.000" HIGH T063.000 HIGH HEIGHT HEAD SILL 0 EXAMPLE (C2) ANCHOR CLUSTER MTG. RAIL TYP.— NOTES: 1 ANCHOR TYPES: 8° MAX. ON EACH SIDE OF MEETING RAIL CENTERIJNE. (3' MIN. 0.C. ANCHOR SPACING) 0 EXAMPLE (C3) ANCHOR CLUSTER (SHOWN IN TABLE KEY BELOW) 2. ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. JAMBS: W MAX. FROM CORNERS & TABLE KEY: , ANCHOR QTY. HEAD AND SILL ANCHOR QUANTITY. A CLUSTER OF (2) ANCHORS AT EACH MEETING RAIL, PLUS (1) ANCHOR AT EACH OPERABLE VENT, PLUS (3) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. 18" APPRI/Pla the • • 1E00 TECH8OLOSY DRIVE 1 . 7 P.O. KIX 152S Volle Flohleas Deft ANCHORAGE SPACING, XOX WINDOWS ALUM HORIZ ROLLER YVINDOW (STD. MTG. RAIL fige ././/`' 7 Robert L Clark, P.E. PE 839712 Nructural 1 3/4" MIN. 1 314" MIN. © E.D. E.D. 1 TYP. HEAD SECTION TO CONCRETE 114° MAX. SHIM CONCRETE CHOR SEE NOTE 1 A CONCRETE CHOR, SEE NOTE 1 A 1 /4" MAX �'" . f SHIM M N. A 1x WOOD BUCK, SEE NOTE 3 A 1 3/8. MIN. A EXTERIOR INTERIOR L (HEAD & SILL DETAILS) TYP. HEAD SECTION TO WOOD TO WOOD 2x BUCK SEE NOTE 3 A 1 318" M4N.A 1/4" MAX. SHIM WOOD CHOR, SEE NOTE 2 A WOOD ANCHOR, EE NOTE 2 A 1 14° MAX. [SHIM 1318" M N. A •• ••• • • • • • •• L.... 1 314 ° � A A 2x V OOD BUCIL SfC�tt�7TQ • • • .•. 1 3/4" MIN. E.D. MIN. • • • • • • • ••• • E.D. • • " Nil 6ILL•SECTION• • • • • TYP. SILL SECTION TO CONCRETE • ••• • • • • • • • • • • • • • • • NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114" ELCO TAPCONS OR 114" 8S4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314°. CONCRETE TO BE 3.4 KSI MIN. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS OR 1/4' SS4 CRETE -FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2 °. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 8083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND MINIMUM ANCHORAGE SPACING SPECIFIED IN THIS NOA ARE APPLICABLE. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC, CURRENT EDITION. 1 /4" MAX. SH A1 WOOD BUCK, SEE NOTE CONCRETE ANCHO A SEE NOTE 1 INTERIOR (JAMB DETAILS) EXTERIOR : 111114 r til IP;RV %! 3/S° MIN. 1 14" MAX. SHIM WOOD ANCHO SEE NOTE 2 A 1 3/8" MIN. TYP. JAMB SECTION TO CONCRETE TYP. JAMB SECTION TO WOOD 1 3/4" MIN. • E. . 1 3/4° MIN. E.D. 2x WOOD BUCK, SEE NOTE 3 I ns a l25p1m4.5X? ale So Fx Ode 7 C Roldow & A J.J. ADD NOTES, MIN. ED., AND UPGRADE EASTIVI7 • • • NO CHANGE nos SF1E'Er NOrSUl3Ml7TED • CHG 70 114 "TAPCONS 02/08/07 ••• • • . • • • • • te ars P.C. BQX1829 NamsS, R.3e2Te • • ANCHORAGE DETAILS ALUM. HORIZ ROLLER WINDOW (STD. MTG. RAIL) t�01 Half 10 a 10 268-1 C Robert L park, P.E. PE /38712 Structural • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• 0 4961 • • • • • • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING MOWED' FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 331304563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida. Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sales SH -4000 Ahmainum Single Hung Window W/H,D. MTG. Rail APPROVAL DOCUMENT: Drawing No. 2737, titled "Aluminum Single Hung Window, Winn MTG. •• RAIL ", dated 04/18/01 with revision "H" on 09/20/06, sheets 1 through 7 of 7, prepared by mar, ctufer, sigp& and sealed by Robert L Clark, PE., bearing the Miami Dade County Product Control Renewal's?& 0vith the •• • Notice of Acceptance number and expiration date by the Miami -Dade County Product Control TAMIL MISSILE IMPACT RATING: None • •••• ..•• • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city o usts and • • following statement: 'Miami Dade County Product Control Approved ", unless otherwise noted he'raia.' ' . . • RENEWAL of this NOA shall be considered after a renewal application has been filed and church *teen no • change in the applicable building code negatively affecting the performance of this product. • • TERMINATION of this NOA wilfoccur after the expiration date or if there has been a revision onAange iri the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any • • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05- 0112.01 and, consists of this page 1 and evidence pages E-1, and E -2, as well as approval documentrnentioned above. The submitted documentation was reviewed by Jaime D. Gaston, P.E. NOA No 06- 0706.03 Expirntlon Date: October 08, 2011 Approval Date: October 19, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 2737, titled "Aluminum Single Hung Window, W/HD. MTG. RAIL ", dated 04/18/01 with revision "H" on 09/20/06, sheets 1 through 7 of 7, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.32.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fri.- 4378, dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked-up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. Fri,- 2957, 2959, 2965, and 2967 dated various, signed and sealed by Antonio Acevedo, . " " P.E. "Submitted under NOA# 05- 0112.01" • • • • • 3. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, T2,0294 • : . • • ' • • • • along with marked -up drawings and installation diagram of aluminum siggigtlting • • • window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.X1 L- •••• • 2958, 2961, 2963, 2964, 2966, 2968, and 2969, dated 01/17/01, signed andsealed by' • • • • • Antonio Acevedo, P.E. "Submitted under NOA# 05-0112.01" 4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 94 • • • • along with marked -up drawings and installation diagram of aluminum sink:Biing window, prepared by Fenestration Testing Laboratory, Inc., Test ReportNo. !'n1- • • 3986, dated 01/17/01, signed and sealed by Edmundo J. Largaespada, P.l • • : •••• " Submitted under NOA# 05- 0112.01" • •••• • 5. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4253, dated 06 /21/04, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA# 05- 0112.01" E -1 Jaime E ascon, P.E. Chief, Product Control Division NOA No 06- 0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 • • • PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4178 dated 04/07/04, signed and sealed by Edmunds) J. Largaespada, P.E. "Submitted under NOA# 05-0112.01" C. CALCULATIONS 1. Revised Anchor Calculations, ASTM- E1300-02, and structural analysis, prepared by PC}T Engineering, dated 09/22/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS ' • •••• 1. Statement letter of conformance and no financial interest, dated March f,.2014, • • • • signed by Robert L. Clark, P.E. "Submitted under NOA# 04-0319.02" • • • •• 2. Laboratory compliance statement as part of test reports for Test Report Not L- • 2957, and 2958, issued by Fenestration Testing Laboratory, Inc., signed ads .aled by • • • • • signed and sealed by Antonio Acevedo, P.E. •••• • • • • "Submitted under NOA# 04-0319.02" • ' • • • G. OTHER •• •• •• •• 1. Letter from the consultant stating that the product is in compliance witlstterlerida • • Building Code (Code). 2. Notice of Acceptance No. 05- 0112.01, issued to POT Industries, for "SI1-0800 Alu Single Hung Window W/H.D. MTG. Rail ", approved on 3/31/05 and expiring • 10/08/06. Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06-0706.03 Expiration Date: October 08, 2011 Approval Date: October 19, 2006 E -2 • . ... • • • .. .. .. • • • .. .. • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.. • • • • .. 7 8° MAX. HE KBR 1N' MAX. won 49118' MAX. FIXED DAYLIGHT OPENING O 48 UB' MAX. VENT DAYLIGHT OPENING OUTSIDE ELEVATION 34 318• MAX. FOXED DAYLN9}IT G 34 Sr MAX VENT DAYLIGHT OPENING • • • • • • • • • • MAX. EIGHT FROM BOTTOM OF MEETING RAIL 37 1/2 .•• • .. • . • • • • .. • • •• • • • • • ON 86 � � • • • • NOTE%N- AaT WINDOWS • • • 1) GI A2IAG OPTI&NS: (SEEIXB!EB. STET 3 FOR DESIGN PRESSURES) A.) 3HB' TEMPERED GLASS 114•AIR SPACE. 1 AP B.) 3115' ANNEALED GLASS • • • • • 1341W.I G G �j1!&' ,�114' NR SPACE 1/8' TEMPERED • • • • • E.U21I.Q ASS 5136 TENRERED. 3/18' AIR SPACE, 1M' • • • F. /'.0.�! 8' ANNEALED. 3/18' AIR SPACE. Ur ANNEAL It) 114" ANNEALED GLASS 2.) MANUFACTURED WITH HEAVY DUTY MEETING RAIL 3.) SHUTTERS ARE REQUIRED WHERE IMPACT RESISTANCE IS REQUIRED. SHUTTERS MUST BE MIAMI DADE COUNTY APPROVED FOR INSTALLATION IN MI MI -DADE COUNTY. 4.) SEE SHEET 4 FOR SECTION DETAILS. 5.) FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 AND 7. THE 331/3 STRESS INCREASE HAS NOT BEEN USED 04 THE DESIGN OF THIS PRODUCT 8.) SEALANTS: FRAME CORNERS. FDOD MEETING RAIL SEAMS AND VENT DOWNERS WITH CLEAR COLORED SEALANT. 7.) REFERENCES: TEST REPORTS FTL -267, FTL 2858. FTL -3988. FF11.3887. FT -4253 AND F11-4378 ELCO TEXTRON NOA 04072101.03- 022'5.85 AHSVAF)PA NDS-2001 FOR W CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL IL) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2004 EDITION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ). Pas. I 4F DOW /Wilms FJ O924 S H ADD AIR SPACE DIM TOLD, MASRECP7S. J.4 MOWS O REVISE NOTE 5, 78 MAP. AOD NOW Rime feaafy. mr ,e1 F.K 1211664 7 ADO ALT. EXTRUSIONS ee BeOF met Ctiesr4/ Oa. F.K. 44.111701 J.J. S8110108 I 0.70 T :CI4N .ODY DRIVE NOKOMIS.FI 34273 PA. BOX I52S 1 1 PL 34274 ELEVATION & NOTES Ir ALUM. SINGLE KUNG WINDOW, W/ N.D. MTG. RAH Sam*. taste ? pony W SKIDOO NTS 1 - 7 I 2737 1H ANNEALED ► p 7EM1IPE ¢D NOA DRAWING MAP SHEET GENERAL NOTES 1 ELEVATIONS 1 GAZING DETAILS......_ 2 DESIGN PRESSURES 3 VERT. SECTIONS...... 4 PARTS UST 6 EXTRUSIONS ._...._ 6 gv/i; L Ciark. P.E. PE 138712 Swami ,i.. 09'1696 H Wt x i.er Oa/04N6 0 Dm.. - x.wumc 12HBW F 4/14/07 3/16° GLAZING DETAIL (ORIGINAL. DESIGN) J.J. ADO AIR SPACE DEL 70LG. GMASS DE7ABS. WVEDOBSOLETEALT EXT. ADD ALT EX7R6 GLAZING Ulan 1 /7 I.G. GLAZING DETAIL (ORIGINAL DESIGN) 3flr ANNEALED OR TEMPERED GLASS N. +o707ECa NoLoor own NOWMrS. ft 34276 PO DOxT63e NOROWS. FI. 34274 1 Pr GLAZING DETAIL (ORIGINAL DESIGN) K t/bI, Better • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • V! NOM: ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • 3118' ANNEALED OR TEMPERED GLASS WV /UR SPACE A ANNEALED OR D GLASS Ur I.G. GLAZING DETAIL (ORIGINAL DESIGN) GLAZING DETAILS WAGGLE IN. ALUM. SINGLE HUNG WINDOW, W /H.D. MTG. RAIL ANNW.. 2737 H pt LClick. PE PE 019742 Structural • • ••• • • •• •• • • • • • •• • • • • • • • • • • • • • • •.• • • • • • • • • • • ••• • • • • . • • • • • • • • COMPARATIVE ANALYSIS: TABLE 1. WINDOW GLASS WINDOW HEIGHT •t .� • • •• ti • • 75• • • • WIDTH TYPE 38 318" 50518" A, +55.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 • -90.0b +56• • .90.0 +56.7 90.0 +58.7 9(rD +a7 ' -86.3 ' 19118" H +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -86.3 +56.7 -90.0 24" 8 , +55.7 -90.0 +58.7 -90.0 C, E +58.7 -90.0 +68.7 -90.0 +55.7 -90.0 +58.7 -90.0 0, F +58.7 -90.0 .58.7 -90.0 +5.7 -90.0 +58.7 ` 104 A, G +56.7 -90.0 +58.7 -90.0 +55.7 -90.0 +58.7 rig .58R • 4674 56 • ` •.7 i2 B +58.7 -90.0 +68.7 -90.0 +58.7 -90.0 +58.7 14 ` +56.7 _ -90.0 +58.7 -90.0 +55.7 -90.0 +58.7 '90.0 +99.7 ' •-7 • C, E + .517 -90.0 +58.7 -90.6 +58.7 -90.0 +56.7 -90.0 +56.7 -68.8 .T 90 0 +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -75.2 0, F +56.7 -90.0 +58.7 -90.0 +5C7 A, 0 80 _ -.0 +56.7 -90.0 +58.7 -83.2 8 +58.7 -90.0 +55.7 - 90.0 +56.7 -90.0 +5B.7 -90.0 +58.7 -71.8 H +58.7 -90.0 +58.7 -90.0 +557 -90.0 +56.7 -90.0 +58.7 71.8 C, E +56.7 -90.0 +58.7 -90.0 +56.7 90.0 +58.7 -90.0 +58.7 -82.8 0, F +56.7 -90.0 +58.7 -90.0 +55.7 90.0 +58.7 -90.0 +58.7 -71.6 A, 0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -77.5 B +56.7 -90.0 +58.7 -90.0 +59.7 -90.0 +58.7 -90.0 +58.7 -66.7 H +58.7 -90.0 +58.7 90.0 +58.7 -90.0 +58.7 -90.0 +56.7 '66.7 0, E +58.7 -90 0 +58.7 -90.0 +58.7 -90.0 ' +58.7 -90.0 +55.7 -7E9 0, F +58.7 -90.0 +58.7 -90.0 +557 -90.0 , +88.7 -90.0 +58.7 -66.7 A, 0 +56.7 -90.0 +88.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -75.7 8 +58.7 -90.0 +58.7 -90.0 *56.7 -90.0 +58.7 -88.5 _ +507 -65.0 37" H +58.7 -90.0 +56.7 -90.0 +55.7 -90.0 +58.7 -90.0 +56.7 -65.0 C, E +56.7 -90.0 +58.7 - 90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -75.1 D, F +58.7 -90.0 +56.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -65.0 A, G +58.7 -90.0 +58.7 -90.0 +55.7 -90.0 +58.7 -90.0 +58.7 -76.8 B +58.7 -90.0 +58.7 80.0 +55.7 -90.0 +58.7 -83.9 +58.7 -65.0 40" H +58.7 -90.0 +58.7 -90.0 +55.7 -90.0 .58.7 -90.0 +58.7 -85.0 C, E +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -75.0 D, F *58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -85.0 A, 0 +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +68.7 -90.0 +58.7 -75.6 8 *58.7 -90.0 +58.7 -90.0 *56.7 -88.5 +58.7 -77.1 +58.7 44" H +58.7 -90.0 +56.7 -90.0 +55.7 -90.0 +68.7 -90.0 +56.7 -65.0 C, E +58.7 -90.0 +68.7 -90.0 +56.7 -90.0 +58.7 -80.0 +58.7 -75.0 0, F +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +58.7 -88.0 +58.7 95.0 A 0 +58.7 -90.0 +58.7 90.0 +55.7 -90.0 +58.7 -90.0 +557 -75.6 B +58:7 90.0 +58.7 -90.0 +58.7 -79.9 +58.7 -70.2 +58.7 -64.2 48" H +58.7 -90.0 +56.7 -90.0 +55.7 -90.0 +56.7 -83.0 +58.7 -65.0 0, E +56.7 -90.0 +55.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -75.0 O , F ' +58.7 -90.0 +58.7 -90.0 +58.7 83.4 +58.7 -80.2 +58.7 -85.0 A, 0 +55.7 -87.0 +56.7 -80.0 +68.7 -90.0 +56.7 -83.3 +58.7 -75.8 8 +58.7 - 87.0 +58.7 - 80.0 +55.7 -73.4 +58.7 -60.8 +58.7 -57.4 53118" H +58.7 -87.0 +58.7 -80.0 +55.7 -82.3 +55.7 -71.8 +58.7 -85.0 C, E +58.7 -87.0 +58.7 -80.0 +55.7 -90.0 +55.7 -82.8 +58.7 -75.0 0, F +58.7 -87.0 +58.7 -80.0 +58.7 -71.8 +58.7 -71.8 +56.7 -84.3 MIDAIR SPACE D•% 70 EN GLASS RECIPE. UPDATE TABLE DESIGN PRESSURES PER ASTME I90O- REDUCEEMAX NEOADVESPP OM - 11O71T ,90 PSP. Almairr Br tft4r ammo 8111 faRPOS m 4, 1211104 14 0 F &miss ex _ J.J. ADD GLASS TYPES AND NOTE 3 tom. 6/14106 100TEGNOLOGYORNE NO1(OA88. n 34276 P.O. BOX 1$28 NDKOL1. R 34274 V1ri/dy Bow BG� DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, W /H -D. MTG. RAIL NTS 13 a 7 I 2737 rig 11 � sMamo T7 •r .riff • • • S 1. S TYPES: A. 3110" TEMPERED • • • B. 3116' ANNEALED • • • A, C. 1/7 I.G. (101.114' AIR SPACE-1/3 D. 117 I.G. (118 A. 114' AIR SPACE, 17A) E. 1/2•16. (3f107, 3H8' AIRSPACE, VIM • • F.1t2 1.0. MBA, Mr AIR SPACE, 1/8"A) • GAM` TEMPERED • H.114'ANNEALLED • Z. j1EGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1350.02 3. POSITIVE DESIGN LOADS BASED ON WATER TESTED PRESSURE AND GLASS TABLES ASTM E 130662. its 4. SEE SHEET$ 0 AND 7 FOR ANCHORAGE 1NFORMAT1OY. SECTION B-B FOC COWS H NO CH TMS SHEET of - aq - ,mv,�owowor DEW p 0&0406 G DPGATE EXTRUSIOYSAAO C.OMEC7 NOTE 2. REV 23 NOT SS, qy gyy$,pl.yy AMatas one OF kW. FX wig Mkt F UPDATE EXm4A7D7E'• P.O.B9(1329 ■ a..,,es art Crewe .. aaa 1 mans. FL sa7. visrbb Buarr, F. IC. , 4fi8+D1 J.J. 4 • • • •• • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • • i NTE WI • • • • • • • • • • • • • • • t ° „ ran • Y4f • • • • • • • • • • • • • • — • • • • • • • N841 • NOTES: 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 32, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 23, 24, 35, 95, 49 50, 51, OR 52 aw.ww SECTIONS FIXED LITE DAYLIGHT OP 4ANC Wr0 SECTION A-A ALUM! SINGLE FILING WINDOW, W /H.D. MTG. RAN. snow y awe awe awr. W. Aue NTS 4 7 2797 NOTE 2 L Cie*, P.E. PE •3S742 SActing • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • ••• DESCRIPTION VENT SIDE RAIL 1 lo11.111101111 Mix 350 QUAD PAN HEAD SMS WEATHERSTRIP AT x .210 RN WEATHERSTRIP .187* , FIN BALANCE TAKEOUT CLIP T121UM VENDOR /MATT. SIMMS GOB3.T6 606318 0063-T6 60113T6 OWG.# CALDWE.L OR b DLWY GE OR. VENT RAIL BOTTOM LOCK VENT RAIL LOTTOM LOCK SPRING GLAZING BEAD .1 i2 LG. VT LG. GLASS (1AP TEMPERED mr AIR SPACE, 11? L.G. GLASS 118' ANNEALED, 1µ• AIR SPACE. SOU. tY 2'x1J18 FOAM GASKET 114" ANNEALED GLASS 114' TEMPERED GLASS 11r 1.G. GLASS (3118" ANNEALED, 311G AIR SPACE 1/7 L.O. GLASS 18' TEMPERED, 3/16* AIR PARTS LIST AND EXTRUSIONS ADD AIR SP UPDATE 0011 UPDATE MA7L 6 DWG 610.6 Dar rDLG. a.MS RE • . • •• • . • • • • • • 1 • • • • • • •• • • • • • • • • • • • • • • $12�^ • •os7 • 6083.16 • • • • • .•• •• #2708, VENT BOTTOM RAIL 6063 -T6 #2704. SILL 6463 -1'6 1.181 1..TCImk P.E PE •38112 SIMetwal CONCRIETE ANCHOR SEENOTE nee. ode 12/111/•4 nor 4118471 7vrwor F hoduw J.J. 4,26 , *ewes Alt F.K. loan * F.K UPDA7EFATR. 8 NOTES CONCRETE ®t MIN. CMU U4' 141N. 1 14' MAX SHIM ---- -- —j (.+— 107' MAK. A MIN. NW CONCRETE OR MIN. 1.5 CMU (EXTERIOR) DETAIL 1 N �EDGE =7)N 4 Ctf O & G+t'S. .IN FAD. REVERSE ANCHOR SITS. AND REVISEANGtVRAGE NOTES CONCRETE ANCHOR SEE 1407E 1 tX WO0D BUCK(SEE NOTE 2) (EXTERIOR) DETAIL 2 1070 Teco1NOLOGY DRAM NOKCA08. 7131775 P.O. Eck 1ti74' N0*O50A FL 34274 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • • ••• •(01 E • ••• • • • N • • • • • • • 1- � j � ( � • • • • • • • : •t 14.4 • • • • • • • • • • • • • ..r • • • 114' 1:A&%ICIM • • •• ••• •• • • • • • • • • •• • •• • • • • • • • • • ••• •• .. 1.750' b TYPICAL JAMB ANCHORAGE MIN. 3101 CONCRETE A 2X WOOD BUCK (SEE NOTE 2) OR MIN. LBW CMU NOTES: 1. MIAMI -DAOE COUNTY APPROVED ANCHOR TYPES: 1. ELCO 1(4' TAPCON Z. ELM 114' SS4 CRETEFL t�YB EX MASONRY S 3.81.2 S1EFJ. SCREW (05) AFOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY. USE ONLY ABOVE APPROVED V4' TAPCONS OR 984 CRETE-REX MINIMUM DISTANCE FROM ANCHOR TO =CRETE EDGE IS 1.760'. FOR WOOD APPLICATIONS USE *12 STEEL SCREWS (GS) OR U4' ELCO 884 CRETE -FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Us ARE BUCKS WHOSE TOTAL THICKNESS iS LksS THAN 1 Ur. W000 BUCKS DEPICTED AS 2x ARE 1 112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD SUCKS TO SE ENGINEERED BYOTtERS OR AS APPROVED SY AUTHORITY HAVING JURISDICTION. 3. WOOD BUCKS LESS THAW' UY THICK ARE OPTIONAL (PR001102 MAY SE INSTALLED DIRECTLY TO CONCRETE). 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 -18 AND A MINIMUM OF 1/16' TICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW JAMB SIMILAR TO THAT SHOWN IN DETAB. 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR OLLANTITIEB SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 IN CONCRETE MAY BE USED (DITERIOR) DETAIL 3 5.53 116 WIDE x T8' HIGH UNITS TESTED TO FULL DESIGN PRESSURE AT THE FOLLOWING SPACING WITH NO HEAD OR SILL ANCHORS (REF. TEST REPORTS FTL44253 AND FTL -6378) 4 JAMBS: 9" MAX. FROM CORNERS. 8 U2' BELOW MEETING RAIL AND TT ABOVE THE LOWER MEETNG RAIL ANCHOR 3' MIN. ANCHOR SPACING 6. FOR INSTALLATION 04 MI4MI.OADE COUNTY REFER TO DIMENSIONS OF NOTE 8 AND ANCHOR QUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED. TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING ME. BETWEEN THE CORNER AND MEETING RARANCHORS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER Dt88IN4AR MATERIALS SHALL ME87 THE REQUIREMENTS OF ESC 2004. SECTION 2003 (SUPPLEMENT 2005), ANCHORAGE DETAILS ALUM. SINGLE HUNG WINDOW, W /I -LD. MTG. RAIL KO* .Beim, *...tame *dm — •arra aa+ma mr swam; ( NTS 6 e 7 2737 I+ neaucranowso Yrr1� t Robert L. Clark. P.E. PE •39712 Swum; lL .P6 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • $ • ••• QUANTITY OF ANCHORS REQUIRED EACH JAMB ANOHOR/SUBSTRA TABLE 2. WINDOW WIDTH 18 118" 24" 26 1/2" 32" 3T" 40" 44" 48" 8318" kiWA a,r 4/ 20 6/8" 0 2M ®EMI 31w EMI �h:L"�E 'ZifE4 Milt WI1 AIL• S_ MOM= Mi0_0_i__ O1I& L.tL ©aasa Mal 0iM ©aLaL� La 6 6 . ® 4 alas �a�a saltiLaLlsa LEIEW W.31113.131 IlLa MIME NMI MN ULM MEW! Kid ULM IL II *I 11K1111110a --- - ---a -•-. O--i& a ica a WIEN= MO ara0a MA `SliiOMGM 4 a 6 Mill0 8 .. a NMI ELM Mi Mil Mal mow= 6 E LEOta 6 O Mal Q 4 a 6 0lta L;aLMO NM KM Waiaa 6 6 nil KMMa oil• ELM Mil II=Mil KM a ELM Mil MOM= B Ka MAN a Mina o0 6 _____Magna a 6 La ELM o■Laaa= Mil ____ ■ 6 6 La Mill KaMal Mal lo■aM.i Mil ELM MOULIN WM 6 Emu ima a Ma nil Mil NMtiLa•L7o Mil Mil L1•LaMEIaM MUM MINIMS o Malin aLM 6 o ELM Mal Mal LMLM oii■v Mil iaLa■i•v ELM NMMaMa0vMil K MOWN E I 4 a 8 ' La MaKaataMa NMI Ma>aa ELM Mil 0a'Li 6 0 Mil ELM ELM Mal Ilia 6 Mina NMI ELM `M "`111111t' Inn Mann 6 Sat' 6 LiPLM 6 L'AI 6 La Mal Mil lOtiMIE 6 6 UMW. 6 6 a 8 tam ELM Mal Mal a 8 OVKa 6 ELM La 6 to Mal NaO WOK= Mil Mil 0 Mal Mal ME ULM 8 t: MEWLS' MNMaOMil Mil KM Ma 6 NMI NM Ka 6 LM 0 4 EMI Mal ELM 6 Muslim 8 0_ia■ia■ 0 MI NMI IOSi�O 6 MAIMS IMMIK •iii Ma Ina Qaa 6 LaIsi 6 ra a�aLa■al 4 4 EMM 6 ` 6 a OS 0 . I D 6 . 8 MAIM Sa 4 WM UM. W I ISM 6 La as>■>iZE t�LiiL'a! ------ La 6 ••• a oaifOLl• 6 Ina aa 7 0 iLANIZI ii lnalLMEMI MUM= IIILAIMIN 6 LMILaOLaLa 10 IMMIILEI 11112ii10L1• 6 LilsIIILaa L['a■miLsOmiam7 iai 4 ELM LaLa■aalaalaaic'a ■ ii'alaa 0 anal o allaaLi 6 Mal Mill 00ME ELM ani MIA ELM 4 KM IMMUNE= s loa Ilika 1 0 a ('', laa�lli� IlLailLaMill 5 NMMa Mal LaL111 La■Lai_'a■ lsaa ll■1111 6 SMU a. : i :i 8 al E t L MOWN= 4 0 6 Q MUM NMI 8 10 Ma 0 iiailM Ecasai�■t »<alt'>til��alta SIAM! ir>• l�alt'aElii'a! GLASS TYPE A, G B D. F A. H 0, F A, 0 B C, E D, F A. H C, E D, F At B H C, E 0, F A, G B 11 C, E D, F A, O B H D, F B H C, D, F A, G B H 0, F kia WI '«' z GHT 4 4 8f14A78 4 4 ANCHOR CALCS. RBY1SEAND UPDATE ANCHORAGE FORM4r UPDATE NOTE 1 1070 ThCW OLOOY DRIVE NOKOMIS. FL 34278 P.0. sox 1829 NOKOMIS. FL 34274 ViaiWy Better • or • • SMOMIllt 8144000 10 • 6 • 8 S 6 6 8 8 10 12 ANCHORAGE SPACING 111 WINDOWS ALUM. SINGLE HUNG WINDOW WI N.D. MTG. RAIL INIM ANCHOR TYPEISUBSTRATE KEY 31W a 1412 SCREW IN WOOD 2IW =1/4" 864 CRETE -FLEX IN WOOD 1,2/C =114° TAPCON OR 114' 584 CRETE IN CONCRETE {SEE APPLICATION NOTES AND DETAILS ON SHEET 6I NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL GLASS TYPE KEY A. 3(18' TEMPERED B. 3/18' ANNEALED C. 1/2' LOE (1.81, 1/4' AIR SPACE, 7/21) D. 1/7 I.O. (1/W A. t/8'A) E. HT I.G. (3/16'T, 3/16' AIR SPACE, 1/81) F. 1/2' LO. (3/16"A, 3/16' AIR SPACE, IIB'A) A G. t/4' TEMPERED H. 1/4" ANNEALED 4lsgm 2737 COMPARATIVE ANALYSIS: TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 38 3/8" 60 618" 63" 78" 19118" A, 0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 B +55.7 -90.0 +55.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -86.3 H +55.7 -90.0 +56.7 -90.0 +55.7 -90.0 +56.7 -90.0 +56.7 -86.3 C, E +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 D, F +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -86.3 24" A, 0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -87.5 B +56.7 -90.0 +56.7 -9,0.0 +55.7 -90.0 +56.7 -90.0 +56.7 -75.2 H +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -75.2 C, E +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -88.8 D, F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.2 281/2" A, G +58.7 -90.0 ' +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -83.2 B +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -71.6 H +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +58.7 -71.6 C, E +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -82.6 D, F +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -71.6 32" A, G +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -77.5 B +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +58.7 -90.0 +56.7 -66.7 H +55.7 -90.0 +55.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -56.7 C, E +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -76.9 D, F +56.7 -90.0 +56.7 -90.0 +55.7 -90.0 +56.7 -90.0 +55.7 -66.7 37" A, 0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +55.7 -90.0 +55.7 -75.7 B +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -88.5 +58.7 -65.0 H +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -85.0 C, E +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.1 D, F +56.7 -90.0 +56.7 -90.0 +55.7 -90.0 +56.7 -90.0 +56.7 -65.0 A, G +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -75.8 B +56.7 -90.0 +58.7 -90.0 +55.7 -90.0 +56.7 - 83.9 +56.7 -65.0 H +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -65.0 C, E +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.0 D, F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -65.0 A, O +55.7 -90.0 +56.7 -90.0 +56.7 -90.0 +55.7 -90.0 +56.7 -75.6 B +58.7 -90.0 +55.7 -90.0 +56.7 -86.5 +56.7 -77.1 +56.7 -65.0 H +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -65.0 C, E +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -75.0 D, F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -88.0 +56.7 -65.0 � A, 0 +55.7 -90.0 +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -75.6 B +58.7 -90.0 +58.7 -90.0 +56.7 -79.9 +56.7 -70.2 +56.7 -64.2 H +55.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -83.0 +56.7 -65.0 C, E +56.7 -90.0 +58.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -75.0 D, F +56.7 -90.0 +58.7 -90.0 +56.7 -83.4 +56.7 -80.2 +56.7 -85.0 53 1/8" A, G +55.7 -87.0 +56.7 -80.0 +56.7 -90.0 +58.7 -83.3 +58.7 -75.8 B +58.7 -87.0 +56.7 -80.0 +56.7 -73.4 +56.7 -60.8 +56.7 -57.4 H +56.7 -87.0 +56.7 -80.0 +56.7 -82.3 +56.7 -71.6 +56.7 -65.0 C, E +55.7 -87.0 +58.7 -80.0 +56.7 -90.0 +56.7 -82.6 +56.7 -75.0 D, F +56.7 -87.0 +58.7 -80.0 +56.7 -71.8 +56.7 -71.6 +56.7 -84.3 Dale: 09/20/06 m 12/16/04 4/18/01 ' ADD AIR SPACE DIM TO LG. GLASS RECIPE H UPDATE TABLE DESIGN PRESSURES PER ASTM E 1300 -02 REMOVED OBSOLETE ALT. EXT. AND REFORMAT TABLES INTO ONE. REDUCE MAX NEGATIVE DP FROM -110 TO -90 PSF. RAna F ADD GLASS TYPES AND NOTE 3. Comter 0 y. 0ffie: J.J. 6/14108 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34271 P.O. BOX 1129 NOKOMIS. FL 34274 PAGT Visibly Better Ossolme DESIGN PRESSURES me ALUM. SINGLE HUNG WINDOW, W/ H.D. MTG. RAIL s.mil s,4000 NTS 3 m 7 o 0 2737 ✓Mb008Cf'1tlP�Y •eeorl60iti 60en lr Aeeor L• ♦ ,r,..� ober L. Clark, P.E. PE #39712 Structural Rera4 By FJ( er: F.K. sr F.K. m F.l( NOTES: 1. GLASS TYPES: A. 3/16" TEMPERED B. 3/16° ANNEALED ® C. 1/2 I.G. (1/87, 1/4" AIR SPACE, 1/8°T) D.1/2" I.G. (1 /8"A, 1/4° AIR SPACE, 1/8"A) E. 1/2' I.G. (3/167, 3/16° AIR SPACE, 1/8°T) F. 1/2' I.G. (3/16 ° A, 3/16' AIR SPACE. 1/8"A) G. 1/4° TEMPERED H. 1/4" ANNEALED 2. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. POSITIVE DESIGN LOADS BASED ON WATER TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. SEE SHEETS 6 AND 7 FOR ANCHORAGE INFORMATION. DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16 "S,1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0,. - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -79.6 +56.0 - 75.4 +56.0 -68.2 44.000 B +58.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 8 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 - 68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 - 68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 - 90.0 +56.0 -90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 C +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 - 63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 - 69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 - 47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -55.2 +552 -552 +55.2 -552 +552 -55.2 +532 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -45.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8A +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 : :,i „, 0 , w V . l9 '' mo d. „ ,. " ,:. , . ns /4 E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 ® /Ixet P.E. PE tru*aal ' CORRECT74WX63H GLASS TYPE El DPTO47.8 DESIGN PRESSURES, g �� x- G llgir ... otiama. � rwuu , ssylme 1070 TECHNOLTYYDRIVE N0. 3 p T . UPpA7ENYCffpRAQE- NOT.WIBMIl7ID PA. BQX 7678 ALUM. NORM ROLLER WINDOW (HD MTG. RAIL) 7 1 NOKOA98,0.8427a Vtskbly HIM Airs 1 s 12 288-2 _ I D DESIGN PRESSURES, XO AND OX WINDOWS GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) E. 1/2" LG. - 3/16A,3/16 "S.1/8A (FTL -3332) TABLE 1. WINDOW WIDTH 26.500 37.000 44.000 48.000 53.125 63.000 66.000 74.000 B C E B C E B C E B C E B C E B C E B C E B C E WINDOW HEIGHT 26.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +52.7 +54.8 +56.0 +43.9 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -71.2 -85.4 -56.9 -65.8 -79.0 -52.7 -54.8 -65.8 -43.9 Dmex Date *asked r lies F.K 1/2102 JJ. 02/08/07 38.375 +56.0 +56.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +55.2 +56.0 +56.0 +50.3 +50.0 +56.0 +40.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -69.0 -82.8 -55.2 -62.9 -75.4 -50.3 -50.0 -60.0 -40.0 " Rugg R-r- CORRECT 74WXWI GLASS WYPEBDPTO47.8 44.000 +56.0 +56.0„ +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +552 +56.0 +56.0 +50.3 +50.0 +56.0 +40.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -85.1 -90.0 -77.6 -69.0 -82.8 -552 -62.9 -75.4 -50.3 -50.0 -60.0 -40.0 pmt st Rq�or urnwrwr Urunrc ,AW..0 1 Cir Iwwrrse SRt e: F.N. 7/37/07 C AD 1A LITHIC UPGRADES. Y 911/02 UPDATE ANCHORAGE - NOT BUBMITTED 50.625 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +58.0 +56.0 +56.0 +56.0 +56.0 +56.0 +55.2 +56.0 +56.0 +50.3 +50.0 +56.0 +40.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -82.8 -90.0 -85.4 -74.4 -90.0 -77.6 -66.9 -82.8 -55.2 -62.9 -75.4 -50.3 -50.0 -60.0 -40.0 1O7O TECHNOLOGY DRIVE NOKOBBB, FL34278 P.O. BOX 1838 NOROWB, R.34.114 54.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +552 +56.0 +56.0 +50.3 +50.0 +56.0 +40.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.0 -90.0 -83.7 -79.1 -90.0 -78.6 -69.1 -90.0 -73.2 -60.7 -82.0 -55.2 -59.9 -75.4 -50.3 -50.0 -60.0 -40.0 PicT Visibb Betas 63.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +50.1 +56.0 +532 +49.1 +56.0 +50.3 +45.0 +55.0 +40.0 -90.0 -90.0 -90.0 -82.8 -90.0 -79.6 -72.0 -86.4 -69.2 -67.3 -80.7 -64.7 -59.6 -74.8 -60.0 -50.1 -66.4 -53.2 -49.1 -64.4 -50.3 -47.8® -60.0 -40.0 66.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +47.9 +56.0 +50.0 +46.6 +54.5 +48.5 +45.0 +45.0 +40.0 -90.0 -90.0 -90.0 -84.8 -84.8 -75.4 -73.6 -73.6 -65.4 -68.7 -68.7 -61.1 -582 -63.6 -56.5 -47.9 -56.3 -50.0 -46.6 -54.5 -48.5 -45.0 -45.0 -40.0 DESIGN PRESSURES, XO AND OX n1Is ALUM. HORN ROLLER WINDOW (HD MTG. RAIL) e.rteue &Is &ze 0=617Ab R Z HR271 NTS 3 a 12 268-2 D 72.000 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +56.0 +55.0 +54.3 +56.0 +50.8 +42.5 +50.3 +44.7 +41.0 +48.6 +432 +45.0 +45.0 +40.0 -90.0 -90.0 -90.0 -76.7 -76.7 -68.2 -66.4 -66.4 -59.0 -61.9 -61.9 -55.0 54.3 -57.1 -50.8 -42.5 -50.3 -44.7 -41.0 -48.6 -432 -45.0 -45 0 -40.0 tut rs ',z' DlvYleO DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16"6,1 /8A (1 L -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.Q. -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 - 84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -79.6 +56.0 - 75.4 +56.0 -68.2 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 - 73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 - 79.1 +56.0 -67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 C +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -732 +56.0 -60.0 +56.0 - 56.5 +50.8 -50.8 63.000 B +56.0 -71.2 +56.0 - 69.0 +56.0 -69.0 +56.0 -86.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 - 552 +552 - 552 +55.2 -55.2 +552 -552 +532 -532 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8® +45.0 -05.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 << t ,.7811 elta n c:h y ?. ' ., y'r Q'aa..,h 0 7" voiros '4 E +43.9 -43.9 +40.0 -40.0 +40.0 - 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 - 40.0 +40.0 -40.0 ® �{ ✓✓ n Clark, P.E. PEO39712 Shaturel 1r reels CORRECT 74WXB3H GLASS TYPE B DESIGN PRESSURES, XO AND OX ADD 114' MONOLITHIC UPGRADE 17'Cf(fW 1JWYlL nDD 1/4'MDHOLTTHfC uFCaRnoES 1070719014IOLOGY DRIVE NOKOMIS, 8.94275 Pc �T law M HORIZ ROLLER WINDOW (HD MTG. RAIL) ALUM. w � gq 7 l UPDATE ANCHORAGE -NOT SUBMITTED P.O. BOX 15� as�aeat IiR251 ee+c NTS Slat 3 a 12 Dardmr42. 268-2 Roc D Oran* FA OWC 71/D8/07 NOIOOMIS. FL 34274 VLt7+Bemer DESIGN PRESSURES, GLASS TYPE: XOX (1/4- 1/2 -1/4) WINDOWS TABLE 2. B. 3/16" OR 1/4" ANNEALED (FTL -3328) E. 1/2" I.G. - 3/16A,3/16 "S,1 /8A (FTL -3329) C. 3/16" OR 1/4" TEMPERED (FTL -3327) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 53.125 B +56.0 -90.0 +56.0 -90.0 +56.0 -85.8 +56.0 -75.2 +56.0 -70.2 +56.0 -60.8 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.6 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -79.5 +56.0 -68.9 74.000 B +56.0 -90.0 +56.0 -82.4 +56.0 -72.8 +56.0 -62.4 +56.0 -58.2 +47.9 -47.9 C +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -87.5 +56.0 - 79.9 +56.0 -64.8 E +56.0 -90.0 +56.0 -90.0 +56.0 -82.6 +56.0 -70.9 +56.0 -66.0 +54.3 -54.3 8.4.000 B +56.0 -90.0 +56.0 - 74.2 +56.0 - 67.2 _ +56.0 -59.1 +55.4 - 55.4 +46.8 -46.8 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -81.9 +56.0 -74.4 +56.0 -59.7 E +56.0 -90.0 +56.0 - 84.2 +56.0 -76.2 +56.0 - 67.2 +56.0 - 62.9 +53.1 -53.1 90.000 B +56.0 -85.6 - +56.0 _ -69.5 +56.0 -62.9 +56.0 -56.4 +53.0 - 53.0 +45.4 -45.4 C +56.0 -88.9 +56.0 -88.9 +56.0 -88.9 +56.0 -79.5 +56.0 -71.9 +56.0 -57.3 E +56.0 -80.0 +56.0 -78.8 +56.0 -71.3 +56.0 -64.3 +56.0 -60.2 +51.5 -51.5 96.000 B +56.0 -78.1 +56.0 -65.0 +56.0 -60.0 +53.9 -53.9 +50.8 -50.8 +43.9 -43.9 C +56.0 -78.1 +56.0 -78.1 +56.0 -78.1 +56.0 -77.6 +56.0 -69.9 +55.2 -55.2 E +56.0 -70.3 +56.0 -70.3 +56.0 -68.0 +56.0 -61.4 +56.0 - 57.6 +49.7 -49.7 106.375 B +56.0 _ -63.7 +56.0 - 57.7 +54.6 -54.6 +49.5 -49.5 +47.3 -47.3 +40.9 -40.9 C +56.0 -63.7 +56.0 -63.6 +56.0 -63.6 +56.0 -63.6 +56.0 -63.6 +52.5 -52.5 E +56.0 -57.3 +56.0 -57.3 +56.0 - 57.3 +55.9 -55.9 +53.4 -53.4 +46.4 -46.4 111.000 B +56.0 -58.7 +54.7 -54.7 +51.9 - 51.9 +47.7 -47.7 +45.4 -45.4 +39.7 -39.7 C +56.0 -58.7 +56.0 -58.4 +56.0 -58.4 +56.0 -58.4 +56.0 -58.4 +51.5 -51.5 E +52.8 -52.8 +52.6 -52.6 +52.6 -52.6 +52.6 -52.6 +51.9 -51.9 +45.1 -45.1 120.000 B +50.9 -50.9 +49.6 - 49.6 +47.9 -47.9 +44.6 -44.6 +42.1 -42.1 +37.5 -37.5 C +50.9 -50.9 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -50.0 E +45.8 -45.8 +45.0 - 45.0 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +40.0 -42.5 FK NO CHANGE THIS SHEET REDR4WAND UPDAtE tABLE2FMA5TME923102 ADO 1/4' MONOLITHIC UPGRADES. thol FA }swap FA aec 1/31/07 Ds& 3/10102 1/73102 Rorlskris S moor* UPDATE ANCHORAGE -NOT SUBMITTED 0205,07 1070TEC! NC OOYDRIVE NOKOM8, FL 34275 P.O. BX1529 NOKOMIS. FL 31274 PST Vtwb+ Better DESIGN PRESSURES, XOX (1/4-1/2 -1/4) ALUM. HORIZ ROLLER WINDOW (HD MTG. RAIL) SerlestaxIst t3t201 NTS I 4 d 12 I 288-2 D DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16 "S,1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WNDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 -90.0 +56.0„ -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 - 84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 79.6 +56.0 -75.4 +56.0 -682 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -87.0 +56.0 - 72.0 +56.0 -73.6 +56.0 -66.4 C +58.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -86.4 +56.0 - 73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 - 68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 -78.6 +56.0 - 64.7 +56.0 - 81.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 -90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 - 58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 - 63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 - 56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -552 +552 -552 +55.2 -55.2 +552 -55.2 +532 -53.2 +50.0 - 50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -503 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8 +45.0 45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 a .,: 4 , gr ,. ,. x di-/ i i,,e.--- - �/. 31131 m1,411 CORRECT 74WXO3H GLASS 7YPEB DP T047.8 DESIGN PRESSURES XO AND OX ` ��-JJJ �uu urwwrc rnvice r 'keurwvrr a atnorra e raui -va ADD 1APMONOLITHIC UPGRADES. 10707ECHN 4 FL CGY0WVe 1 1TEC BB 84778 jF , TM , UPDA7E ANCHORAGE - NOT SMARTED P.O. BOX 181828 ALUM. HORN M ROLLER WINDOW D MTG. RAIL L. Cmn, P.E �, PLSa77a vtswy Better armmme 01 ass NTS e e.r 3 a 12 urmw 288 I D PE 1P39712 Struatwol DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 112" LG. - 3/16A,3/16 "S,1 /8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0„ - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.8 +56.0 - 84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 79.6 +56.0 -75.4 +56.0 -682 44.000 B +58.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -86.4 +56.0 - 73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +58.0 - 90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 - 78.6 +56.0 - 64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 - 59.6 +56.0 - 58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 - 50.1 +47.9 - 47.9 +42.5 -42.5 C +56.0 -85.4 +56,0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -552 +552 -552 +55.2 -55.2 +55.2 -55.2 +53.2 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -48.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56,0 -75.4 +56.0 -64.4 +54.5 - 54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.BL +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 90.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 , - r .. J -� o :5tvSeto» E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 ?,7 k , " ----' 6 �) / L. Clark, P.E. PE039712 Structural Omm F.2 ��� Pug -3-= CORRECT 74W X 631101MS 71PEa DP P2472 p 7 DESIGN PRESSURES, XO AND OX ne ALUM. HORIZ ROLLER WINDOW (HD MTG. RA/L) mw7 C , cr , na,eae 1070 TECHNOLOGY DRIVE ° 11/x1 Oae t/lyQ2 14p aedm .u. UPDATE ANCHOR4GE- Norsuam77ED Ore 009/07 I P.O. e0x 1628 MOKOW%FL94274 V ibfr B 8.d. ""* /R207 83g. Nrsi 6 e 3 0 12 roam 268-2 a.a ID DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A.3/16 "S.1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0,. -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 C +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 79.6 +56.0 - 75.4 +56.0 -682 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 -73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66.4 E +56.0 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 - 68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 - 78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 -90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 - 56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 - 47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 - 552 +55.2 - 552 +55.2 -552 +552 -55.2 +532 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 - 62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +503 -50.3 +50.3 -50.3 +50.3 503 +50.3 -50.3 +48.5 48.5 +432 432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 - 47.8/9` +45.0 45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 50.0 +55.0 -60.0 +45.0 45.0 +45.0 -45 0 E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 4-40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 (/ 7 'J bert L dark. P.E PE P39712 Structural 113i `ir- CORRECT 74WXB3ti GLASS TYPE 8DPTO47 .8 DESIGN PRESSURES XO AND OX Fee Iliaff LI . IIMlL C I HZ MC Jk �Q70 TEd N oNO . _ i$ HOR/Z ROLLER WINDOW (HD MTG. RAIL) k' " UPDATEANCHORAQE -NOT SUBMITTED I BOX P.O. BOl(79� NOI@W8, FL MN Visibly Better I NT 3 d 12 I O°Ww 288-2 I Q DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16 "S,1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0, -90.0 +56.0 -90.0 +58.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +58.0 -90.0 +58.0 -82.8 +56.0 - 84.8 +56.0 -76.7 C +56.0 -90.0 +66.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -79.6 +56.0 - 75.4 +56.0 -682 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 -73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 - 73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 - 67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 - 582 +54.3 -54.3 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 - 69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +552 -552 +552 - 552 +55.2 -55.2 +552 -55.2 +53.2 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 - 50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 - 50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8, +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 60.0 +55.0 60.0 +45.0 -45.0 +45.0 -45 0 Divhlea E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 L Clark (/ / k. P.E. �snucmal `° r CORRECT 74WXO3H GEMS TYPE BDPTOars DESIGN PRESSURES, XOAND OX 1 I- (ta C Girded n ',AMC, 4 MO IC ,0707ECHNON WOYFL 84 CONE om. 270 p ir 7., UPDA7EANCHORAQE- NOT31/&N1TI® P.O. MSC � M . NORM ROLLER WWDOW MTG. Ran) IL ALU 1"" r I NoKOe� FL sum FI.. s Vtdbly Belzer WW1 NTS 3 d 12 �� 288-2 D DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16"8,1 /8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +58.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 -90.0 +56.0„ -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +58.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -79.6 +56.0 - 75.4 +56.0 -68.2 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 - 68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 - 68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 -78.6 +56.0 - 64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 - 58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 - 63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -732 +56.0 -60.0 +56.0 - 56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -55.2 +55.2 -552 +55.2 -55.2 +552 -55.2 +532 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8A +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 t r i ll ' "an.s1 v f1P‘ E +43.9 -43.9 +40.0 - 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 - 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 / 07 cam. P.E. # 39712 Structural $11 CORRECT74WX 63NOLASS TYPEB OPTO472 P c �T DESIGN PRESSURES XO AND OX ALU MOR/Z WINDOW (HD MTG. RAIL) y� �: "It FK MUMMY MON LIThJC 107137..0 7 MK AZ f M C fOwyl6 ADD ta•MONOUrWrc UPGRADES. 1070 TECHNOLOGY 342Th DRIVE R WC tIPDATEAAfGWR40E- AKJT 3UBAO7TID I P.O. SOX 1878 No�rO, FL 34274 WWI* Beery Hi 1 NTS 3 0 12 ��� 268-2 I D DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16°S.1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL-3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0, - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.8 +56.0 - 84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -79.6 +56.0 - 75.4 +56.0 -682 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -86.4 +56.0 - 73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 - 68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 - 68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 - 61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 - 58.2 +54.3 -54.3 C +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 - 63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -732 +56.0 -60.0 +56.0 - 56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 - 69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -55.2 +552 - 552 +55.2 -552 +552 -55.2 +532 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 - 50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8A +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 ® _ ,Ixi..,�g4 do j "F"a : ,. � ..'. 14 CY,r ?''., t�, ., 0 WA* 464.- PN '8i" l'Ir QDRRECT74WX H GLASS TYPE SDPTO47.8 DESIGN PRESSURES,XO AND OX 7 rr F 4 g g Pei Rep. Re .T J.J. ,W tN0 1./ UiuC l.au ilirt MC J MS ,wFVC H,C I/ ACDE3. WO TONY DRIVE N 9, FL 34278 P T 6 Ca" - t�DniEANpwu:aoE- aDTSUeMmED P.O. Emc tam ALUM. HOW ROLLER WINDOW (HD MTG. RAIL) n L Clan, P.E. - 1 wawa No Flam< vVisibly arm. e r abe I NTS 1 3 d 12 amrmen I 2 -2 I R. PE #39712 a p stnicauld DESIGN PRESSURES, XO AND OX WINDOWS TABLE 1. GLASS TYPE: B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16 "S,1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0„ - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 - +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -82.8 +56.0 - 84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 79.6 +56.0 -75.4 +56.0 -682 44.000 B +58.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -87.0 +56.0 - 72.0 +56.0 -73.6 +56.0 -66.4 C +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 86.4 +56.0 - 73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +58.0 -79.1 +56.0 -67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -85.4 +56.0 - 78.6 +56.0 -64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 - 90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 - 58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -732 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 -69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 - 50.1 +47.9 - 47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +552 - 552 +552 -552 +55.2 -55.2 +552 -55.2 +532 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 - 62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 - 54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +43.2 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.88 +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 . =13 •te 6•te ., - s ,.>n"er E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 - 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 ® 1 j in L Clark, P.E. PE 039712 Sbuctural ��� Ror. cORREc774WXO3HGLABSTPEBDPT047.e DESIGN PRESSURES, XO AND OX °` 1070 TECHNOLOGY ORME NOKOMIS, FL 94278 UPDATE ANCHORAQE- NOT 8UBA RMED P.O. Ka 19.29 ALUM. HORIZ ROLLER WINDOW (HD MTG. RAIL) CltisabidOr DM r I Nouoeas. RUM Visibly Better rot NTS 3 0 12 aroma. 268-2 I D DESIGN PRESSURES, GLASS TYPE: XO AND OX WINDOWS TABLE 1. B. 3/16" OR 1/4" ANNEALED (F1L- 3331,3334) E. 1/2" LG. - 3/16A,3/16 "8,1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 -90.0 +56.0„ -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +58.0 - 90.0 +56.0 -90.0 +58.0 - 90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 79.6 +56.0 - 75.4 +56.0 -682 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 -65.4 +56.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 - 79.1 +56.0 -67.3 +56.0 -68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -78.6 +56.0 -64.7 +56.0 - 61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 - 90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 -63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +56.0 -73.2 +56.0 - 60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 - 69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +552 -552 +55.2 - 552 +55.2 -552 +552 -55.2 +532 -532 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +56.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 - 50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 -47.8@ +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 E +43.9 -43.9 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 140.0 +40.0 40.0 _h6,1 -0 d'ie Ndhs or ® fbeeLiClark, P.E. Sb istura1 �� -2340 -r- CORRECT 74WXBSHGLASS TYPE BDPTO47.8 11'crt 107 OlPWLL34275IVE NOICOl119. FL 34378 P.O. eOX lag NOIm1®. R 34214 Vi iblj Better DESIGN PRESSURES XO AND OX t 7/9 1!07 seer C iUwt luiMe C J ADD 14 u Of 1JTHIC P A ADD O AM 10117H1C UP gas. , ALUM HOW ROLLER WINDOW (HD MTG. RA/L) o+x 8111/02 �e B _ UPDA7EANCHORAGE- NOT SUBMITTED ore 1/r. CM J. * rr. 7 I oz.v&v7 I MS I 3 0 12 I 268-2 I D DESIGN PRESSURES, GLASS TYPE: XO AND OX WINDOWS TABLE 1. B. 3/16" OR 1/4" ANNEALED (FTL- 3331,3334) E. 1/2" LG. - 3/16A,3/16 "S.1/8A (FTL -3332) C. 3/16" OR 1/4" TEMPERED (FTL- 3330,3333) WINDOW WIDTH WINDOW HEIGHT 26.000 38.375 44.000 50.625 54.000 63.000 66.000 72.000 26.500 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 C +56.0 -90.0 +56.0 - 90.0 +56.0„ - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 37.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -84.8 +56.0 -76.7 C +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 - 84.8 +56.0 -76.7 E +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -79.6 +56.0 - 75.4 +56.0 -68.2 44.000 B +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 - 87.0 +56.0 -72.0 +56.0 - 73.6 +56.0 -66.4 C +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -86.4 +56.0 -73.6 +56.0 -66.4 E +56.0 -90.0 +56.0 -90.0 +56.0 - 90.0 +56.0 -90.0 +56.0 -83.7 +56.0 -69.2 +56.0 - 65.4 +58.0 -59.0 48.000 B +56.0 -90.0 +56.0 - 90.0 +56.0 - 90.0 +56.0 -82.8 +56.0 -79.1 +56.0 -67.3 +56.0 - 68.7 +56.0 -61.9 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -80.7 +56.0 -68.7 +56.0 -61.9 E +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -85.4 +56.0 -78.6 +56.0 - 64.7 +56.0 -61.1 +55.0 -55.0 53.125 B +56.0 -90.0 +56.0 -90.0 +56.0 -85.1 +56.0 -74.4 +56.0 -69.1 +56.0 -59.6 +56.0 -58.2 +54.3 -54.3 C +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -90.0 +56.0 -74.8 +56.0 - 63.6 +56.0 -57.1 E +56.0 -77.6 +56.0 - 77.6 +56.0 -77.6 +56.0 -77.6 +58.0 -73.2 +56.0 -60.0 +56.0 -56.5 +50.8 -50.8 63.000 B +56.0 -712 +56.0 - 69.0 +56.0 -69.0 +56.0 -66.9 +56.0 -60.7 +50.1 -50.1 +47.9 -47.9 +42.5 -42.5 C +56.0 -85.4 +56.0 -82.8 +56.0 -82.8 +56.0 -82.8 +56.0 -82.0 +56.0 -66.4 +56.0 -56.3 +50.3 -50.3 E +56.0 -56.9 +55.2 -55.2 +552 - 552 +55.2 -55.2 +552 -55.2 +53.2 -53.2 +50.0 -50.0 +44.7 -44.7 66.000 B +56.0 -65.8 +56.0 -62.9 +56.0 -62.9 +58.0 -62.9 +56.0 -59.9 +49.1 -49.1 +46.6 -46.6 +41.0 -41.0 C +56.0 -79.0 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -75.4 +56.0 -64.4 +54.5 -54.5 +48.6 -48.6 E +52.7 -52.7 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +50.3 -50.3 +48.5 -48.5 +432 -432 74.000 B +54.8 -54.8 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 +45.0 47.8® +45.0 -45.0 +45.0 -45.0 C +56.0 -65.8 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +56.0 -60.0 +55.0 -60.0 +45.0 -45.0 +45.0 -45 0 E +43.9 -43.9 +40.0 - 40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 +40.0 -40.0 Dr:_. o • - i" Obert!Clait. P �. sfructurui 3331 1di r- GLASS TYPE BDPT047.8 1070TEc*OLO0fY DRIVE N, R P.o. EOX MD Nam�w. PLSa27a Vtdbdy B.,,,,. DESIGN PRESSURES, X0 AND OX COARECT74WXB3H �ps G ffCoWIPoY jg a ,M7RC 1 r /TOIMC W *M ADD 1N"M011fOLRFIfC UPC3RAD ALUM. HOR/Z WINDOW (HD MTG. RAIL) 1E GE-„ JJ� 7 t HJ 1 NTS 3 0 12 � 268-2 D 5 C DATE • ▪ • .�riA�iICIPA • • • • • ••••• • Sincerely ALUMINUM WORLD, INC 4401 E 10 AVE HIALEAH, FLORIDA 33013 PHONE (305) 825 -1355 / FAX (305) 825 -1356 SHUTTERS PRODUCT APPROVAL AUTHORIZATION Francisco Rosado Aluminum World Inc • 30fl 4 DD R ' . • •• •••• • • • • • • • • •• ••• • • • ••• .fie are the Mi -Dade County Notice of Acceptance Holder for the "ASSA/BERTHA HV ACCORDION SHUTTER SYSTEM (COMBO) "UNDER NOA 08- 0310.07 to use our " ASSA/BERTHA HV This letter authorizes ACCORDION SHUTTER SYSTE ( COMBO)" UNDER NOA 08 0310.07 at the above reference address. 1) This form must accompany the application for building permit and shall become part of the permit document 2) The authorized signature must bear the raised corporate seal of the company holding the Miami -Dade County Notice of Acceptance ..•.•• ••.•• • • ••.•• • • •.•••• • • •.•••• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Aluminum World, Inc. 4401 East 10 Avenue Hialeah, Florida 33013 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 D,iv.Sit (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to ha 'rthis pro■}ict c r material tested for quality assurance purposes. If this product or material fails to perform in • o• o • • • the: empted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modity,•or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke thimegefitance, if it is determined by Miami -Dade County Product Control Division that this product or material fails td !M. t the requirements of the applicable building code. .. • •.•• This prtttiuct is • roved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Flor al3uilding Code. DteArIPTION, • " Bertha HV Combo " Aluminum Accordion Shutter System AgPN20.VAL 13OCIJMENT: Drawing No. 07 -062, titled " Bertha HV Accordion Shutter System ", sheets 1 through of 26, prepared by Tilteco, Inc., dated March 31, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on April 03, 2007, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the Expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 07- 0424.01 and consists of this page 1, evidence submitted pages E -1, E -2 & E -3 and approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 08- 0310.07 Expiration Date: 05/10/2013 04./ /7/2-o a8 , Approval Date: 04/17/2008 Page 1 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 www.buildinecodeonline.com • Aluminum World, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0327.06 A. DRAWINGS 1. Drawing No. 00 -58, prepared by Tilteco Inc., titled "ASSA / Economy Accordion . Shutter', dated February 24, 2000, sheets 1 through 9 of 9, signed and sealed by Walter A. Tillit, Jr., P.E. on February 24, 2000. B. TESTS 1. See Association's generic approval under 96 -0091. C. CALCULATIONS 1. See Ass'ociation's generic approval under 96 -0091. D. MATERIAL CERTIFICATIONS 1 . • See Association 's generic approval under 96 -0091. • • •••• • •• • ST ATEM NNTS • . • •• �. •Release letter issued by the American Shutter Systems Association, Inc., dated • • •1.111 • • Februgry.21, 2000, certifying this product to meet the criteria of product tested and • • •• • ;; •appr8var and allowing Aluminum World, Inc. to use the test results approved under • .. :.. •. • • pade Approval No. 96 -0091, signed by Mr. Trudy Midkiff. • • • •; 2.! • Acknow'e�lgment letter by Aluminum World, Inc., dated March 18, 2000, signed by • • Mr. FrAtc sco Rosado. • • , : • •Letter b?Tilteco Inc., dated March 8, 2000, certifying that the drawing (No. 00 -58) . :.... • • • • •Rreparrd for Aluminum World, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., •*" is engineering wise identical to ASSA's generic drawing (No. 95 -62A). 4. Acceptance Letter issued to .Mr. Francisco Rosado on May 9, 2000 and .returned signed by Mr. Francisco Rosado on May 10, 2000, indicating to please issue the proposed Notice ofAcceptanc -as submitted and reviewed. 2. . EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0423.01 A. DRAWINGS 1. Dratia•ing No. 03 -087, titled "ASSA /Economy Accordion Shutter ", sheets 1 through 9 of 9, prepared by Tilteco, Inc., dated April 21, 2003, last revision #1 dated April 21, 2003 signed and sealed by Walter A. Tillit, Jr., P.E. B. . TESTS 1. See Association's generic approval under 03 -0112, C. CALCULATIONS 1. See Association's generic approval under 03 -0112. E -1 /Ve t elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 • • • Aluminum World, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 03 -0112. E. , STATEMENTS 1. Letter issued by Mr. Walter A. Tillit, Jr., P.E., dated Apri118, 2003, indicating that the only change is update General Note numbers 1 & 11 to reference the Florida Building Code and ASCE 7 -98. 1 _f r 3. • EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05- 0817.08 A. DRAWINGS: 1. ` i Drawing No. 05 -234, titled "ASSA /Mid -Rise Bertha Accordion Shutter ", shee. 1 through 9 of 9, and sheet 1.4 of 9, prepared by Tilteco, Inc., dated August 08, 2005, last revision #1 dated August 08, 2005,. sign and sealed by Walter A: •••••• Tillit Jr., P.E. .... . .• .• • • B..' . TESTS: . ... . • • • See Association's generic approval under 05 -0236. • •• •• •,•••• C. :••CALCULATIONS: • • •• •••7• See Association's generic approval under 05 -0236. • • • • • •• •••• • 1 D . • QUALITY ASSURANCE' • • ...• • ••• • •• •.4. By Miami Dade County Building Code Compliance Office. •• • • • •••• • • •••••• E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 05 -0236. F. STATEMENTS • 1. Letter from Tilteco, Inc., dated August 10, 2005, signed and sealed by Walter A. Tillit Jr., P.E., certifying that the drawing (No. 05 -234) prepared for Aluminum World, Inc., signed and sealed by Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic drawing (No. 05 -139). 6 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # X07- 0424.01 A. DRAWINGS: 1. Drawing No. 07 -062, titled "Bertha HVAccordion Shutter System; sheets 1 through 26 of 26, prepared by Tilteco, Inc., dated March 31, 2007, signed and sealed by Walter A. Tillit Jr., P.E. on April 03, 2007. B. TESTS: 1. See Association's generic approval under 06 -0130. "/ E -2 e my A. Makar, P.E., M.5 Product Control Examinc NOA No. 08- 0310.0 Expiration Date: 05/10/201 Approval Date: 04/17/200 C. F. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc:, dated March 23, 2007, certifying this product to meet the criteria of product tested and approved, and allowing Aluminum World, Inc. to use the test results approved under Dade County Approval No. 06 -0130, signed by Ms. Legny Santana. • • letter by Aluminum World, Inc., dated March 21, 2007, signed by • Mr. �anciko Rosado. • 37:"Netter:ku Tflteco Inc., dated April 03, 2007, certifying that the drawing (No. 07 -062) • repai �c� fpr Aluuminum World, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., •.•; .E., L e4g.iueering wise identical to ASSA's generic drawing (No. 05 -363). .• • .... • NEW EVIp • NCE SUBMITTED PRAWINGS4. • 2,: • • Nome. •••• • • • 1. See Association's generic approval under 06 -0130. • • • • • 0000 4 1:••4 1 : . ....• • •' Aluminum World, Inc. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06 -0130. B. C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS: 1. See Association's generic approval under 06 -0130. CALCULATIONS: 1. See Association's generic approval under 06 -0130. D. . QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06 -013D. F. STATEMENTS 1. Letter by Tilteco Inc., dated March 04, 2008, certifying that Tilteco, Inc. is still the engineer of record for this product, and continues to be in the engineering business. E -3 elm A. Makar, P.E., M.S. Y � Product Control Examiner NOA No. 08- 0310.07 Expiration Date: 05/10/2013 Approval Date: 04/17/2008 Inspection Number: INSP - 142079 Permit Number: WS -5 -10 -759 Scheduled Inspection Date: August 03, 2010 Inspector: Bruhn, Norman Owner: TAYLOR, ARTHUR Job Address: 26 NE 108 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments 14 NON IMPACT WINDOWS REPLACEMENT WITH ACCORDION SHUTTERS ON TOP P...ed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments cic._. August 02, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)754 -4404 Parcel Number 1121360110060 Page 7 of 31 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.1.I0 ~75 TAX FOUO NO. /1 a I 360 )h o 6l7 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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: D 1) !y N t Nil: 5 NI )7x . S ii/J fi r 5 f NlO 7 S )( 3 S l; 3 r.. 11'�S fflf r • 2. Description of improvement: 3. Owner(s) name and address: Ar l4 u C 11 ®. Name and address: Amount of bond $ Interest in property: j €.11n/ . e 4 2 Ina 4 f[ Name and address of fee simple titleholder f U yy'' - 4, t kJ �S I►� - ; ►f oes 3 FL ) -10 _36 4. Contractor's name and address: OtPrier b Ut i(,e 5. Surety: (Payment bond re 2 uired by owner from contractor, if any) 6. Lender's name and addres . n ih 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: yt ) A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: Itt 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) Notary Public Print Notary's Na My commission e 123.01-52 PAGE 4 8/02 Signature of Owner ,/pp � ,�, Print Owner's Name tlr14l /1 ' TA1Li')f Sworn to and subscribed before me thi ) D STATE OF FLORIDA, COUNTY DADE I HEREBY CERTIFY that this kap copy of the o y filed in this offce °kJ. lay of A.D. 20 E m hand and Official Seal. of Circuit and Cotmty Courts '3 D.C. ). Lc.tr0OLid ay of • r r /,0 ,rj► P No : ry u' 1 f vy, Stephen K Loffredo My Commission DD800331 %Of a ° Expires 06123/2012 ires: Prepared by ,20 ftl11UI8II1hII11IOIWi11IIt1I11t111 {t{ll CFN 2010803 x'4532 DR 8k 27284 Ps 3291; (113s) RECORDED 05/1472010 11 :23 :13 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY. FLORIDA LAST PAM Address: