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HomeMy WebLinkAboutSUBMITTED PAPERSLei PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCq��EL 772-462-1553 S , By APPLICATION FOR STORM SHUTTER PERMIT I. Luca COUnty 1. LOCATION/SITE ADDRESS: /SOS / Q r4n f C Ave wC✓ec ^—` 2. PARCEL ID NUMBER: a? Z 0 i- 3?.-Z"0 C o y —0O 0 1/ 3. DESCRIPTION OF PROJECT: 44/W IP40 he" Oft © h i'& C� Lext� l v w, 4. TYPE OF STRUCTURE: SIR: \/ MOBILE HOME: OTHER: a cc_S 44�\t�3 5. OWNERS INFORMATION NAME: /!I✓0-mer ("Q d C C; i%Cy ADDRESS: �fiPi /ee -G / OIyt c CITY: AV C.--re STATE: F ZIP CODE: j IV', PHONE: o20 EMAIL: 6. CONTRACTOR'S INFORMATION FL REGISTRATION/CERT #: COUNTY CERT #: a 3 a Z I - BUSINESS NAME:�P -. kc_ V(� PHONE NUMBER: I I a - / ^f's ` EMAIL: Type of Surface attachment: Wood Frame is Concrete Masonry_2L Other PRODUCT;TYPE REMOVABLE PANELS PRODUCT DESIG=�_—x PRODUCT APPROVAL U. _ 9 ACCORDION ROLL -UP FABRIC OTHER [j ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED. ALL PRODUCTS SHALL BE LABELED FOR DETERMINING DAPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION PROCEDURE FOR MSTING RESIDENTIAL STRUCTURES ONBAC% 7. VALUE OF CONSTRUCTION: $ �/0 0 J PERMIT FEE: E: $ OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT NAME OF OWNER OR CONTRACTOR/QU IFMR SIGNA OF OWNER OR CO OR/QUALIFIER STATE. OF FLORIDA. COUNTY OF ACKNOWLEDGED BEFORE ME THIS OR WHO HAS PRODUCED SIGNATURE OF NOTARY TITLE: NOTARY PUBLIC DAY OF , 20_, BY, AS IDENTIFICATION. 1A WHO IS PERSONALLY KNOWN TO ME TYPE OR PRINT NAME OF NOTARY SEAL COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR 1IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/20f'2 JC INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for Shutters to be used for only those activities that is not otherwise included under a primary building permit This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in addition to the installation of Shutters, must be permitted through the regular building permit review process. The information to be provided -with this application includes: 1. LOCATION/SITE ADDRESS: ........... ........... * ........................ Indicate the street address, or general location, of the property on which thet0ding activity is taking place. 2. PARCEL ID NUMBER ............:............ ..... ............ Number for the property n ,, Tax Identification Numb ro 0 Indicate"tle Property e t which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Brieflydescribe the building activity under permit application. 4. OWNERS INFOR_MATION:................................................. 5. CONTRACTORS INFORMATION :..................................... 6. VALUE OF CONSTRUCTION:.`...............................::........ Indicate the name and address of the owner of the property on which the product is to be ''installed. " Indicate the State of Florida (if applicable). and St Lucie County contractor's'registrationnumbers, andthemame of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the buildingtconstruction activity. The value of construction is used to determine the amount.of permitting fees to be assessed. St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for the installation of Shutters are to be submitted to the St Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5.00 PM), Monday through Friday. Following the issuance of this Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS ** EXISTING RESIDENCES All shutters -must be installed and in place at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY_ FILE # 3840536 OR BOOK i' "i PAGE 356, Recorded 06/03/2013 at :` '7 AM NOTICE OF COMMENCEMENT Permit No. Tax Folio No..23O i " 3.22 -00 OK/ ,910 StateofFlorida County of St. Lude . The undersigned hereby gives notice that Improvementwill be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followinginformationisprovided lnthsNotice ofCommencement�rA4i14 o✓��.i -0- tg/vi A-OW4 = 0 -/6 ar+,s�.�/�(ur� w y�1.S Ff v„d &e."4 Es /1 ✓ a. cow o>/' Legal Description of Property: (and street address if available): • - % 'err 32 ,39 Al ys •/ rl 9( / &0 iwah( oflwY4 40$ J .2 Acla) MI n 3y 31V r z "e j7/ .. �/ *rffo Generaldesdrptionolimprovemerit:�&d'',/he 4-d JVA�J f4 HoH/ Owner irdolrn�p'opor�ess�einfoynatii ifthe-Lessee ciin"cedfor the Improvement: Name — 66 ((, LL �R�a1lOO'' Address �Z or-/ 0 r of A. we Interest In property: d w ha Y Name and address of ee simple titleholder (if different from Owner listed above): A." A Contractor's Name: )C it in C ContracrorAddress: Co. - Phone Number. 773-� 0 Y?7 Surety (If applicable, ampyoP paymentbondisatta'fled)-Amountofbond:5 Name and address: /`%) Phonenumber._ Lender Name: A 4 Phone Number. Lender's address: r �*ZA Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713. (1) (a)7., Florida Statutes: Name: .t/�� Phone Number: In addition to himself or herself, Owner designates l-A of to receive a copy ofthe Lienor's Notice as provided In Section 733,13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: ✓aa Expiration date of notice of commencement: (tire expiration date may not be before the completion of nstmction and final payment to the contractor, but will be 1 yearfrom the date of recording unless a different date is specified). WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CI JAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTSON-IFYOU INTEND TO OBTAIN FINANCING, OONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RE0ORDINGYOUR7=CEDF1CClV MENCEWW. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the fads stated therein are true to the best of my knowledge and belief. �gnature of Owner or Lessee, or Owners or Lessee'sAuthorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing Instrumentwasacknowledged beforemethis3zdayof i,J ar .. 6tr ,� as for a o rson Type of authority (e .officer, trustee) Party on behalf of whom lnstfUment was ted Personally known r produced Identification_,__; Signature of Nota Public- State of Florida] '- (Print, Type, or St p Commissioned Name of N a of kfe nation produced 1" "MA .,1lalyy PWIP : 04 of florid... '�'Wrcomni.);apjr.May92,2Q15. STATE OF FLORIDA ST. LUCIE COUNTY TMIS IgTncr-aT)cvruATTUie IJA (772) 335-9198 Port St. Lucie fi 772 461-2116 Fort Pierce v I ,q. e �. A, Mc✓J w% i /c J'o �► a Cu S NAME a n� c os.✓ LAYOUT SHEET During installation we must have access in and out of property for good installation. Owner, or someone with authority, must be present during installation to inspect and pay balance due. 0 I ACKNOWLEDGE AND UNDERSTAND ME ABpM CUSTOMER's SIGNATURE J W i W O � c w = _S �D OIC w = = 3 M Ll co ui tro _ p K Z 23.1 X anIN-1 p IN M�� ch Z. lid co w � o c C w a w w co ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE ROOF PITCH IS GREATER THAN 2712" OR >= 10 DEGREES PROJECT NAME: C 1 h j NOA or FL# rz, ) f �% ADDRESS .2- va— 0 fah e i4 v e NOA or FL# Al. 6 y! 7 -de 3 CITYISTATE F� • if;L°rC e- G • NOA or FL# CLADDING TYPE: X Ip c-le 4 pWI cave,/ wv 12.0v/ NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vu/t) 160 7� 7, ba W z EXPOSURE B MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 ROLL DOWNS, WINDOWS, MULLIONS, HEADERS,STORM BARS etc. TRIBUTARY AREAS ENCLOSED BUILDING .GCpi= +01:8 <=1oSF :11SF-><;,=20SF-,;` ` 21SF=><=50SF POSITIVE PRESSURE (ZONE 4+5) 41.0 39.2� -z 36.7 NEGATIVE PRESSURE (INTERIOR ZONE 4) -50.0 -47.9 -45.2 � NEGATIVE PRESSURE (END ZONES) -61.7 8a -57.5 as - B 1 1 -52.0 a4 s'§iy`2Fake 4 �k PaRT1ALLY,ENCLOSED BUlI.DING GCp�. +Q $S ._ -, _ <=10SF- 1;1SF .><=20SF< 21SF_>< 50SF . POSITIVE PRESSURE (ZONE 4+5) 53.9 � �,;;a 52.0 49.6 ��� NEGATIVE PRESSURE (INTERIOR ZONE 4). -64.4 -62.3 -59.6 NEGATIVE PRESSURE (END ZONE 5) -76.1 -72.0�� �' -66.5 LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 5/l/2012 �eLVI:I(; o 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA BUILLDINC CODE INS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT MGM VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONAUTY FACTOR Kd-0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INNDIG4E0 ON SHEETS 11, 12, 13. 14. 15, 19 & 20. IN ORDER,TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. 13ESIGN WIND DADS BY MUL11PLYMG THEM BY 0.6 IN ORDEAO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11. 12. 13. 14. 15, 19 & 20. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D„ AS TESTED. WERE NOT OVER STRESSED. A 33 R INCRFJSE IN ALLOWABLE STRESS FOR WIND LOADS WAS jam[ USED IN THEIR ANALYSIS. HOWEVER, A WIND DURATION FACTOR C0.1.80 WAS USED FOR VERIFICATION OF FASTENERS IN WIND. - BERTHA N.V. ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND URGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE Q'0214.01-03. 90715.01-03. J1004.01-05, %1214.01-03, /0317A2-06,-/0609.01-10 AND f021OLOI-II AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-lase AND E-1996 STANDARDS (MISSILE LEVEL D. WIND ZONES 1, 2 & 3) & 11220.01-10 AS PER TAS 201, 203 & 203 PROTOCOLS LARGE MISSILE. -HV WINDOW GLADE & fO505.01-08 AS PER AMU E-1896 AND E-1998-(MISSILE LEVEL D, WING ZONES 1. 2, 3) BASIC PROTECTION ONLY AND III 0725.01-BB AS PER TAS 202 PROTOCOL. 2. FN BLADE(D AND HV WINDOW BLADE @ ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14112.75' AND 1140.75' RESPECTIVELY. 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 k31 YIELD STRENGTH AND 180 kal TENSLE STRENGTH, PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMFRGN 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 kei AND 35.7 kH FOR 6005-T5 ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL SO4 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kel MAN. YIELD STRENGTH AND 90 kbi MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3,3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AI51 304 OR 316 SERIES STAINLESS STEEL. WITH 35 Mi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SREETS FOR -ANCHOR SPECIFICATIONS. MA SLADE O : 12, 13.14,15 AND 20 HV BLADE ()& lID .WORKING IN UNISON: 12, 13 & US- B. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS .A US. PATENT t6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART 13Y U.S. -PATENT 05'458;179 ISSUED TO EASTERN METAL SUPPLY, INC. 9: IT SHALL BE -THE RESPONSIBILITY OF THE CONTIRACTOR TO VERIFY THESOUNONES'S OF THE STRUCTURE WHERE SHUTTER IS TO BE -ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK ALL .SHUTTER COMPONINT EDGESWHiCH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS. MUST PROPERLY CLOSE ALL HV AND HD CENIERMATES AND ENGAGE OR LOCK AL HV AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1715.8.3 OF FLORIDA BUILDING CODE. 04E LABEL. SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1715.8.2 OF THE FLORIDA BUILDING CODE 12. BERTHA H.V. ACCORDION SHUTTER SYSTEM's INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED To. 13. (4) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE•P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS_P.E.O., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SR41 BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (a) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED fr. Ld''4�rGR A. r/z '- TILLIT TESTING & ENGINEERING COMPANY &355 N.W. 3&a. SL. SIC 305. WWW OMOMS, 1LOROA 33166 L'~ PI -a : (305)871-1530 Fax I (305)871-1SM m is Wte.00a 1.a a aEB-0009719 I` WALTFR A TLUT Jr. P.E. n.� FLORIDA Ue. 11 44167 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE & WINDOW DEWL AR ♦ 1 Hy BLADE 6) AND W WINDOW BLADE-& (WHERE APMEMLEI TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS 0-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTAR ATIOI4 DETAILS M-R, WOOD SHEET I6 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET IS AREA; W WINDOW -BLADE Q ONLY TYPICAL SHUTTER ELEVATION - SHEET 19 AREA 4; HV WINDOW 'BLADE n ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 A.&S.A. Amsl Icon Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach. FL 33407 CW(Non Nigh Velocity Hurricane Zone 0 2011 'EASTERN METAL SUPPLY, INC. Accordion Shutter System RV. BIAX #1 W/ OR W/O H.Y. )MN]OW BLADE AVANG No 11-192 FM M94DW a 0 p ��• 0 454' as 3 1" .85J' 4.999' 10 HV SOLD a= COVERED UNDER US PATENT 111 5 )NS OF USE OF 6063-T6 ALLOY , ON SHEET 19 Pei QUALIFIED FOR USE HV GLAD 063- A D TEMPER 1,917" .060' 5 ` 870 1.668" .520- i t HV -CEILING HEADER Q UFlED FOR USE W/ B SEE SECTIONSFOR VAUDI UDITY:-' ' ILY, 6063-T6 ALLOY AND TEMPER If\K% N.YMN.L 1 T' 1 1' .082 ® SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE D 6063=16 ALLOY AND TEMPER ALLOY AND TEMPER ALUMINUM ANGLES QUAUFIED F0-RUSE W/ HV BLADE 1 ONLY. 6063-76 ALLOY AND TEMPER g4167 6063-76 ©HV WALK —OVER. TRACK QUAUFIEO FOR UW/ HV BLADE 1 6063-TG ALLOY A TEMPER 2 1 38' gg u� .093' 670 v� 3329' 13 HO CEILING HEADEN/SILL QUAUFIED FOR USE W/ HV BLADEtD SEE SECTIONS FOR VALIDITY. 6083-T6 ALLOY AND TEMPER COMPONENT A B T1 T2 Q 2" 5' MAX. 1/8' 1/8" 1® 2- 9' MAX. 0.192' 0,192" 19 2.5" 7' MAX. 0.190" 0.190" ® 2' 15' MAX. 0.139" 0.131" 1.491' 1.200' 08 . 90�180 STARTER QUALIFIED FOR USE W/ HV BLADE 01 6063-TS ALLOY AND TEMPER .994' 842 8 12' .920 ( HY TRENCH -TRACK QUAUFIED FOR USE W/ HV BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER VARIES 1.936' z. h 7 ( HQ WALL HEADER SILL QUAUFIED FOR USE YT'/ HV BLADE 01 ONLY. 6063-T6 ALLOY AND TEMPER X Y t CORNER POSTS uAUFIED FOR USE W/ HV BLADE 01 6063-T6 ALLOY AND TEMPER — -- �iLiECOINs. * TILLIT TESTING & ENGINEERING COMPANY &t% N.N. 36M. S1.. s. 305. VMW 0AROO , R.01\a\ 1]I[5 Phone : (305)871-1530 . Fez : (305)871-1531 i \\ DU-oPUT19 I\\\ 74LTER A TWF Jr. P.E. FlOPoOA U. / 44187 A.S.S.A. Amsrloon Shutter Systems Assoclattoe\ Inc. 4268 Westroads Drive West Palm Beach, FL 33407 10 HY RAINGUARD QUALIFIED FOR USE W/ HV BLADE 1 6063-T6 ALLOY A D TEMPER oIocity NUrricone 11ETAL SUPPLY, INC. mwdm ■ R7fi n w TM Accordion Shutter System N.V. MADE q1 W/ OR W/o H.V. WNDW BLADE AWING No 11-192 21 HV CEAT NTERME OUALIFlED FOR USE W/ HV BLADE Q& 6063-T6 ALLOY AND TEMPER i a TIOE I L A- Lm' —i PLAN FRONT ELEVATION © LOCKER FOR "10 LOCK rENTERMATIE QUALIFIED FOR USE W/ HV BLADE 10 ONLY 6063-T6 ALLOY -AND TEMPER 1.917 .063' 214' HD ClENTERMUg=WZ:3EE=fiKI-- m OQUALIFIED FO W/ HV BLADE 6063 ALLOY AND TEMPER �I � LOCKING RODl, %l0l'UALIF91,EIl DE 01PERE A 7/16' HOLE OPER EMBEDMENT 1/4•-24BRISI THREADU1fEL BAKEDED m h 110.TA:R h . (aWOuE PLAIM) QUALIFIED FOR USE W/ HV fist UV 1�'Ab&JCD NeUTfTDUATr '-�- T 13 ADE n & ONLY. Q ALIFlED FOR USE W/ HV BLADE 1 ONLY 2.87 6063-TS ALLOY AND TEMPER 1 1.758' 922" 4.045' 2 ' 2.072' 1.753• mm � N m o � OB ♦ � ' n G N n ri lV A V 622' ® HV MALE "T" LOCK 4.5 ' QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® w FEMALE "To mg CENTERMATE ® HV LOCK 6063-TB ALL AND TEMPER QUAUFTED FOR USE W/ HV BLADE (1>ONLY QUALIFIED FOR USE 6063-TS ALLOY AND TEMPEFRt'' W/HV-BLADE (D ONLY. Ell, 1.9I7• n n 3.161 _OBJ 02' .214' n � P.4.0 .1 HD CENTERMATE W/ LOCKING ROD QUALIFIED FOR USE W/ HV BLADE(q& I 6063-TB ALLOY AND TEMPER 1 130" 775'f >-/8"0-1 s ACETAL THUM8scRQn QUALIFIED FOR USE W/ HV BLADE of 4,4167 C IL GC V iNC. TILLIT TESTING & ENGINEERING COMPANY gay N.W. 3VA SL. Mo. M. VIPIAtM OAIMINS, ROROA 33I6a Phut : (309)071-1530 . Fax.: (305)871-1531 4-mai: 6Tteoo0a61.aan ®-0005719 WALTER A. TDUT Jr. P.E. FIDRDA Lt . / 44167 O❑ T/4'-t0 I1GF10FD \ I'... 6AK8) PAINTED 7 GRESS TURN KNGB. (01RD t: PLAT R (CW101[E PLATED) HV EGRESS LOCK_ ETO 1a' 16. TO a REIN _ 825' r .38D' AFTER RIVETING '1-20 x 3/4" BEFORE RIVETING THUMBSSCCREW 1/4"0-20 RIVNU' *SERIES 240 ALUMUM (2024-113 HLO'n LARGE FLANGE THIN SHIRT NUISERI, PART 10820. AS MANUFAC PEP, BY AVOEI. CHERRY TEITORNS-�PARPEN�Y,{NEW JMVZY 07054 OR EQUAL. ® QUALIFIED FOR USE W HV BLADE & ONLY. Q .545' m ? O O0 N n n t ED . i D. (R HID LOCK BY REGENT WOW) MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QUALIFIED FOR USE W/ HV BLADE 1Q& @A FLORIDA BUILDING CODE (Man High Velocity Hurricane 02011 EASTERN METAL SUPPLY, INC. `THUMBIURN CYL640E. OR KEY CYLINDER 0XV uin. I .125' No.. m $ � O THUMBTURN CYLINDER OR KEY 157 W. CYLINDER 1.76' MOr. A.S.S.A. American Shutter Systems Association, Ino. 4268 Westroads Drive West Palm Beach, FL 33407 mmwu ■ f7M 171 T/ TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O KV. WWON BLOOE LV. Re, 0ES09wnoK DAM DRAWN I OLD 11-063 If 1t OAtE: it/29/11 2 DRAWING No 11-192 v � 'QVv v-- ©' 70.004 0-@- ■A-] WIPOWN11 I 14M 314W=4 LPY, A. Tl(l/j P.E. *NOTES ON NV LOCKS AND CENTERMATES: 1. • ONE HV LOCK ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR B$jOW 82 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTALIAAMONS�T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0OR CENTERMATES W/(2) 1/4"e-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. NDMON All IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO'TWO HV LOCKS OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE, LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ® E USED IF 0POSITION. BUT IR D TO -ENHANCE SHUTTER RPERFORMANCE. LLOCKINGIRED RODST0 ORICANE AN ALTERNATIVE DEVICEY MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4. ftONE HV LOCK ® QC ® � BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALUI QNS AT ANY ELEVATION, HV LOCK,4 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 Q' AT TOP h BOTTOM 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. INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK Qq MAY BE USED AS ANINSIDE-OR OUTSIDE LOCK, ATTACHMENT OF 1/4"e-200/4' S.S. THUMBSCREW TO ® OR ® CENTERMATES SHALL BE MADE W/ 1/V0-200/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6: ILANDATIM 0DIDrDON /3-FORid 310NIC MOLH±'r R Kti7ALt A1f0lLL ONE HV LOCK 19 or-® or I& SHALL BE USED -AT 1/2 OF SHUTTER SPAN FOP -ANY SPAN OR- 12- ABOVE Of -MOW 1/2-OF SHUTTER SPA( FOR SPANS LIP TO W. AND -FOR INSULLATIONS AT ANY ELEVATION. HV LOCK ® or @Fer ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO' ® or ® sYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING ROOS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MANDATORY. *NOTES ON NV "T LOCKS AND CENTERMATES: RNER' 1 I COMMIOlf FOR my -I- I" Am cummum RMATE ONE ALTERNATE HV 'f' LOCK NAY BE INSTT D IN LIEU OF HV LOCKS OR FOR ANY SPAN AND INSTALLATNJ,•1 AT ANY ELEVATION. AL TE LOCK �AAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHMENT OF LOCK 7� INCLUDES USING RdNFORCINC LOCKE 1�7 AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES ® AND ® W/ 1/4'e-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8'e x 3/32" WINGNUf OR W/ 1/4'0-20x1' S.S.M.S. INTO A 1/4'Ox 5/8' RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM ABOVE AND BELOW MIOSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. *NOTESLoe 1. JDjQ{s' : ONE ALTERNATE HD LOCK ® MAYBE USED IN LIEU OF KV LOCKS Q3 OR U FOR ANY SPAN AND INSTALLATIONS AT AENT OF HO LOCK NY ELETO EVVATION. ALTERNATE HD LOCK ®4 MAY BE USED RE AN INSIDE I OUTSSERT 0 A9 SHOWN SECTIONS- HD08--MIB AND HOC- C, SHEET 10.BLOCK MAY BE . AND INSTALLEDLAOES� REINFORCEMENT INSERT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS ®5 IS COMPLETELY OPTIONAL. f7l-L E C -0, \ TILLIT TESTING & ENGINEERING COMPANY SM H.M. 3BtH. SL. Sb. 30. VWCPM aAROW. FLORA 33168 Phone : (303)871-1S30 . Fax : (305)871-1531 e-mail: IRneoOun,.eom EB-000l7iR WALTER A TLUT Jr. P.E. FLORIDA Ua 0 441e7 rLUUIVA DUILUIIWf L,UUt won mign welocity morricone LO 0 2011 EASTERN METAL SUPPLY, INC. BERTHA TM AN,SRIISuAI. Accordion Shutter System H V. MADE #1 W/ OR W/O H.V. WPJDOW BLADE Amerioan Shutter Sjnteme ■ - o1awH h 0 Aswalatione Inc. r.. OLD li-063 it I DATE: 11/29 11 4268 Westraads Drive DRAWING No West Palm Beach, FL 33407 '1192 o POURED REQ I E. L D CREPE ANCHORS POURER CONCRETE POURED SCHEDULE ON OR CONCRETE (iOCK CONCRETE SHEET 13) REOUIRE'0 I/t'f-20a3/4' S.S. REQUIRED CONCRETE ANCHORS VACHNE SCREWS F.OA (SEE SCHEDULE ON, M/ 1/4'-20 CONCRETE RS 1©18 eataNe ism u"llm ED oN SHEET 7) SHEET 13) NUTS O 12' O.C. (SEE SCHEDULE ON SHEET 13) 2OR14 NTn. 1 4y-20x3/4' S.S. min. E70 EO USING 1/4C-20S NUTS -- 19 E 0 I -_- O 12' D.C. 1/ .250'- llcx. -- 3 on 5 _-- O OR �$ � .xso• .. r l r.250' No.. OPTIONAL i i I� V ' /1 ; �OprypNAL r r I m aAs3( i` 1 Eel m 1 OR ®O r I MIN. SEPARAnON TO CLAW Ep _lUSTM r a SIEETT 10 l 1 1 i OAOL9G)k�) i I i MIN. SEPARATION TO CLASS ( ws-^;`(SEE SCHEDULE ON SHEET 11) ' CLASS-4 r(SEE SCHEDULE ON SHEEP 11) - EXISTING : 1 GLASS " . ©-HV WALL HEADER INSTALLATION A ® HV WALL HEADER. INSTALLATION+ KEYSTONE EXISTNG I MIN. SEPARATION TO GLASS GLAS Ill � M � I 1 OR ® I 1 ) r —(SEE SCHEDULE ON SHEEP It)— Ew � "i MASS I I— 59f➢Illi Sf� MIN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 11) r IamQ B�9 ew:sme� )USTIN0 CLASS— OPTIONAL r r A . I 1/4•J DPnONAL 1/4' Max. E • Max. OR1513 f a.• ' I _ �"'53 OR Z OR 14 1/4-0-20a3/4' S.S. Min. �Z- 18 EQ EO PHIWPS TRUSS HEAD MACHINE SCREWS USING ffI 1/4'f-20x3/4' S.S. PMIWPS CONCRETE ANCHORS 1� TRUSS HEAD MACHINE SCREWS ON CONCRETE ANCHORS`/ 1' 1/4'-20 NUTS O 12' O.C. (SEE SCHEDULE W/ 1/4'-20 NUTS O 12' O.C. POURED CONCRETE SHEET IJ) POU D CONCRETE (SEE SCHEDULE ON SHEET 3) Min. OR CONCRETE BLOCK OR NCRETE BLOCK WALL EQUIRED CREPE ANCHORS (SEE SCHEDULE ON REQUIRED (�HV WALL SILL INSTALLATION" POURED CONCRETE SHEEr 14) OR CONCRETE BLOCK " WALL REQUIRED O bV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPtCN" SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED . E. 0. EDGE DISTANCE (SEE SPECIFICATIONS ON SHEET 13) • SEE UM ATIONS OF USE FOR BLADE UA ON SHEET 19 ' %� LI\l 81 A TIC 0) IP 7 Y i�.F D E � . IN ANY WAY TO SUIT ANY INSTALLAIRON. FLORIDA NUING CODE Mon High Veloclty Hurricane Ybne ®201i EASTERN PETAL SUPPLY. INC.BERTHA 1111,Mo�`� A;•TrCC/JI-I= ` P \CENg Q Q Accordion Shutter System , L E �■ ■ �� H.V. BLADE #1 W/ OR W/O H.V. WNMIW BLADE :/ - �j�' i * .` / /RTA�TIF TILUT TESTING &ENGINEERING COMPANY Ameriean Shutter Systems Ass001atI011s Inc. N. N. 1 OESCRIF OLD 11 OE3 OAT[ I1 29 11 DRAWN BY AC. OATS 11 2B/11 ��o'• ;�1 e3SS N.W. Sew. St., St.. Sa3. MRONM aM". NamA glen Phone (JOS)371-1530 . Fox -: (3051871-153f 4268 Westroad9 Drive x DRAWING No .< •.. CORIO =` &- al: utecollaOLCom EB-0000x10 West Palm Beach. FL 33407 3 1 �192 ; c1 I• - (C`ss ••••••••••• ` •�\111� WALTER A. jT 4 11 SHEET P.E'' TFIRIE/DATE fLOPoDA U. 44187E e6 OF 20 SEE NOTES ON LOCKING ®� ®Q 0 U T 9p `f INSTALLATIONS W/ 1 HV I N EXISTING L SS v I 0 5. AM atExRAt>: Hv LocK ®oR SHEET 5. * BUOE SLACK DETAIL HVF IS VALID FOR ALL II// BLADE V Q T9RMATES, ceau m TION wT' ego ' °"®"'©• �°A®« 10 •�a• OR SEE END ULL CONNECTION 0 • ®°^ ©' u -0-0 ° i-ODSTWG GLASS ATARS ON SHE O © ® ® , t 4 6 1/2• 7- (twe3-rs ALLOI� ALWI. ANctE w/(z t//r. rArwN ANC1f8aS t0 I I/z• d+®•® 9PPOSING SYMMETRYCAL CEI�T� CONCRETE Crop/Borrow) (4)fl0xI/2• S.w.S. TO TUBE - ' WNW S.N.s. 0 12• O.C. FULL LENGHT. - MW. SEPARATION f yyf HV LOCK 12� or ` TO GLASS - (SEE SCHEDULE AT EACH AN 1-1 (TYP) C I N ®q * 3 5* IN I 3* 3 ION SHEET 1 t) J ----- - - 0 °0 W-2-i ----- - - ------ --- - ----- -------,,-;, I !n�Lo '0\�-k3VQ OK an 6 •. a8«10 ®000OaO « �� OUT -CO •�a®•�a �.©oK ai m 6�rOa�®«10 •.�^�+ E1aSTINC G.LLAlS.SL�. POURED C BLOCK .i�V — — — — — — WALL — — - - TINGJJEQU • �GR®' �°1®•-© a�I SYMMETRICAL— I s '�—®°"�—`••—®m wRu.ARtT1oN- -5 °1� t3 •�a+®•�«1®•�5 J'` NG CENTERMATES6 ®•®on1®•�8G1®'�« (SEEOSG,;.rCHEDE - Ir MIN. SEPARATIO® ®« GLASS* * ® OPTIONAL yl(/ HV LOCK (INTERIOR) ON SHEET 11) ®•®GG®' G+®•® TO GLASS - OR (SEE SCHEDULN oPnoNAi ON SHEET I0 (INTMOR) ------'---' Ak ------- ----------- 1 bL _ coHCRETE 1ANCHORS O----- -o-uT --- - * .� ('�r�+ * VARIES * 0 U T 6 1 /2- MAX. SLACK I `• - OUT 5 (EKTERIOR) EY HVF** .uY—p FIONA BIALI)IG ODE Non High Velocity Hurricane Zone' n. Tilt/ 02011 EASTERN wErAL suPPLY. 1Nc. BERTW Accordion Shutter System tt1'j/T� ........T� F' •.� + A S S A FLV. a.onE #, W/ as W/0 t•LV. WINDOW BADE Or : V * TILLR TESTING h ENGINEERING COMPANY Am0ri0an ShuHOr SyntOm® Association, Inc. arE ORAKt+ er; A G. 1 OLD II-0113 11 9 11 DATE 11 29 11 _ STATE OF : � .. J IR�QP.-' o ,`% 0.173 N.W. 3:h SL. SW M. KRONA GAROW. FLOM 331W Phwa : (305)a7t-1530 . For : (M)871-153t -mml� uONS7719 4268 Westroads Drive West Palm Beach, FL 33407 2 DRAWING No 1 1 - 1 9,2 4 " FSSlO �` ''`, FLOOfld1~� % iileiE• s SHEET e P.E.' .NE/DATE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCR ANCHOR O 18" O.C. EXISTING CLASS _ 2'MPI. F—� EO EQ MN SEPARATION To GLASSSEE SCHEDULE ON SHEET 1/18 z3 MAX. ( It FOR SLAM �AEO (6003-TO) CONT. (LOCATE A7 EITHER SIDE t ON BEET 19 BU�OE4m& Q ALUM. CLOSER PLATE. (LOCATE' 1/2' MIN ' \ O @) lvJ AT EITHER DIE OF) 1/2' MIN. /tOzt/2" S.N.S. --�-- /INI/2- S.M.S. I O 16' O.C. O 16' O.C. �� \ 4 5 QR� SEE DETAIL X FOR a 6 1 7. 6 1•®q SIDE CONNECTION TO TRACKS q Om-®-©•O•®- aj'j• q TO-0 �8 O• ®-80-010 a" (a). @- - — — — — �EXISONG GLASS C R #I I/2' S.M. _ TO GASS (SEE SQFIY� ON SHEET 10N SFEEf 19 DAND CON ETE ANCHOR O rnuro•-.z Him& ® 12' O.C. - POURED CONCRETE POURED CONCRETE OURM CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REOLIIRED . BLOCK WALL REQUIRED E GLASS _ wsn U155 — � 2' NN EXISTING CLASS I MN. SEPARATION — — 7- —_ I. `r— — FffT N. SEPARATION GLASS (SEE TO MIN. ARATION D zE SCHEDULE ON SHEET 1 BIADE(D I I TO CLASS (SEE SCHEDU ON SHEET \ 19 FOR 1/ tiIADES m&(1jj 11 9AOEm FOR ' 12 aAOES �h� * USE 1' OR 2' I (AS APPUCADLE)z2'z /S'xO'-2- ALUMINUM CUP ANC 4 \ / (8063-T6 ALLOY) MIOHEIGHT (1) po.1/2' S. . TO(D& (2)1/4'O TAP ANCHORS TO SEE DETAIL X FOIL/ OR (jr�' ALL AT 1' 0. (LOCATE AT EITHER SIDE Q) OR (� SIDE CONNECTION TO TRACKS 6 DETAIL X •®p1 SIDE CONNECTION 4 at� Q 8 1'®., �q�w©•Oq •®°',(®,(��•��x_j©©j�� TO TRACKS F ®O®�®END CONNECTION 13 1 END CONNECTION DETAIL RED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR ONCRETE BLOCK WALL— EXIS OUSS a. EQUIREO -1 _ _ _ 4R SEPARATON TO GLASS (SEE -------------------- ---- i/2� •' MIN. gAE ON SHEET _ 11 FOR EAKIE AND 4 5 aro�m� ----- - 4 IL- MIN. _-- 6 OR®OR�CR ♦ SAADETNINS- OF 19 FOR 0OR@0R(q0R(0OR(D VIEW Y t OR (W �/�1 .CLAN DETAIL L POURED CONCRETE OR I ... v - CONCRETE BLOCK WALL I q�a©'Oj aQa 1�•®q - q q O •®"®•0-©•®01 T' LA -� REQUIRED ®•®a®•®q©•®� ©•-0-0-p•®- B R D D N 1 -END CONNECTION DETAIL•Q 0-0-0-0-0-0-0-0 ®'0q0' ®qp' ©° BLOCK END CONNECTION DETAIL 6 '®'® FIARMA BU�DIN6 CAE Mon High Velocity Hurricane Zone A. �i A. TI 02011 EASTERN METAL SUPPLY. INC. ,its, P 1 LL /l 1L E C O A i,' Accordion SBEF hutter System - INC. . . . . KV. RADE #I W/ OR W/O H.V. WIHMW BADE 7 TILLIT TESTING & ENGINEERING COMPANY Amertcan Shutter Systems Association, Inc. x LlEtttAIPnON oA1t DRAWNW. Ao. 1 OLD 11-063 it 29 1 DATE: 11 29 11 esss WIN. 3em, sl., s1.. aos, vnnwu azeDs. flAfbO\ 171E8 Phone : (305)871-1530 . rez I (b'S)871-1531 4268 We9(rO0ds Drive a DRAWING No �,t�'' !c�OR10A;.'�fV1AA1 4- ®�0 0712 "n1 West Palm Beach. FL 33407 1 1 —1 92 ` L1IDATE WFLLORIDA U. 1 "187 5 SHEET P. X� OF 20 SCH D i F 41_ MAXIMUM SHUTTER SPAN 'L+" OR "L-" (ft.). FORINSTALLATIONS& 0 0 & or or W/ ONE H.V. LOCK ® or ® or or HO LOCK ® W/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV "T" LOCK ® W/TWO LOCKING RODS ® TOP & BOTTOM SEE NOTES uAwwu ASIM OEM P SU (P..0 C. OR -) CONCRETE & WOOD INSTALLATIONS WALL MOUNTINGRATING f1.00R/CER1N0 MOUNTNG Lr n L- if n L- 30 OR LESS18'-0' 16'-0• 16 -0 16 -0 40 13'-10" rr--10' 14•-2' 15'-r 50 IV-5' 12'-S" lV-8' 13'-7" 55 It'-10" 11'-10" 12'-1' 12'-11' 60 11'-4' 11'-4' 1V-7- IV-4- 65 to'-Io" lo'-ID' 11'-I' 70 10'-6' 10•-6" to' -a. II.-S. 75 10'-1' 10'-1' 10'-4" 11'-1' 80 9'-10' 9'-10' to .-a. 10'_6• 85 W-6" 9'-8' 9'-9" 1d'-7 90 _ 9'-3' 9'-3' 9'-5' 1 - 95 9'-0' 8'-9' W-2' IDS W-7' 7'-11' 8'-9' 110 8'-4" 7'-7• 8'-7" 115 - W-2' 7•-3' 8'-4- 120 -8'-0'6'-11" a,-2" 125 7'-10' W-B" 8'-O" 8'-5' 130 7'-8' 6'-5' - 7'-10' 8'-1' 135 7'-7•P4'*-l 7'-9' V-9" 140 .7'-5' 7'-7" 7'-6' 145 7'-3" 7'-5" 7'-3' 150 7'-2" 7'-4" 7'-0' 155 7,-0' 7'-2" 160 8'-11' 7'-1' 6'-7' 165 6'-10' 7'-0' V-4' 170 W-9" 6=I 1' 6'-2" 175 8'-7" V-9' 8'-9• W-0" ISO a'-6" 4'-e' e-a' 185 6'-5" 4'-e' e''-7' 5'-e' 190 8'-4" 4'-5' 6'-6' 5'-6. .195 e'-3" V-3' 6'-5' 5'-5• 200 W-2' V-2' 6'-4' 5'-3' 205 6•_1„ MAXIMUM SHUTTER SPAN* 'L+' OR "L-" (ft.) FOR INSTALLATIONS W/ ONE HV LOCK�orr W/ NO LOGG RODS (SEE NOTES t, tt) MAXIMA ASAOE4GN PnEswME LPAPOR CONCRETE & WOOD WALL MOUNTING FLOOR/CEILING MDUNONG Lr n L -n) 30 I6'_O' 16,-0• 35 14'-10' IV-10' 40 13'-10" 13'-10" 45 13'-I" 13'-1' 50 iV-5' IV-5' 55 I1'-10" I V-10' 60 11' V I V-4' 65 10'-10' 10'-10" 70 10'-6" t0'_61 75 - 10'-1" lo'-I' 80 85 90 - 95 9-0- e._0, 100 8'-9' -8,-4' 105 W-7' T-11' - 110 W-4" 7'-7' - 115 8'-2' V-3' 120 8'=0' 125 7'-10" W-8' 130 7--e' W-5' 135 7'-7" W-2' 140 7'-S' 5'-11" 145 V-3' 1'-9• ISO V-2- S,-7• 155 7'-0' S'-5' 160 8'-11" 5'-2' ' 185 6'-10" 5'-l' •170 6'-9' 4'-11" 175 W-7" 4-9' ISO 185 190 6'-4" 4'-5' 200 6'-2' 4'-2' 205 e' SCHEDULE 43 UM SHUTTER SPAN* "L+"-" (ft.) INSTALLATIONS W/ONE HV LOCKS r W/NOLOCKING ALID FOR MOUNTING (I] SHEET 7) CONCRETE A.S. OE0. SM INSTALLATIONS PRRATM Taq F/CMUN MOUNwo LOOR FLOOR MMNTM OR -) opt L r 1. 8 30 16-0• 35 15'-r -40 14'-2' 15'-2' 45 13'-4' 14'-3" 5o IV-3' 13'-1. a5 IV-1, I V-11' 60 10'-r 10'-I1' 85 10'-1" 70 8-9' 9-4" 75 W-9' S !S1r OF 9 :r _ .c' •... ORI x 1 P.E. Sb(i'N/~ ORE/ INSTALLATION LEGEND CONCRETE & WOOD MANSORY WAIL A. S. C. D. E. M. N. 0, P, 0, MOUNIING F. K & L R. S. & V. FLOOR/CEILING G. H. I, 11, J T. U. W & X MOUNTING & M 0 MAXIMUM, SHUTTER SPAN 'L+' OR -L-' FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 plf. A.S.D. DESIGN PRESSURE RATING. t HV CORNER CENTERMATE i3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 02 NOTE 15. SHEET 5. ttEXCEPT THAT WUaMUM SHUTTER SPAN 'L+' OR 'L-" AND MAXIMUM A.S.O. DESIGG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS. FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 p.s,f, AND 8'-0" SPAN, SEE MOUNTING 161 'ON SHEET 7. SEPARATION. TO -GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1 HV BLADE _ f%-_LrE C.O INe. * TILLIT TESTING & ENGINEERING COMPANY &M% N.W. MO.. St. St.. 305, VMM WDOM ROROA MIN Poaae : (30S)071-1530 . Fax : (305)071-1531 II -roai: Ut.ftea.L.am 111 EH-0008719 _ WALTER A TOLT Jr. P.E. FLORIDA lie. / 44187 A.S.S.An American Shutter Systems Associaflon. Inc. 4268 Westrood9 Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE To DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEUNG: GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L+• FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPA!! IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L+" AND COMBINATIONS INTO PROCEDURETNE BETWEEN MAXIMUM MOUNTINGS FOR W/ FLOOR/CEILING NOUNRNGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS L1+_ MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.O. DESIGN PRESSURE RATING: DETERMINE LI-- MAX. SPAN FOR WAILL�MOUNTING INSTALLATIONS L2-• MAX. SPAN FOR FLOOR/CEILING=MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN. "Lt+', 'L2+', 'LI= AND 'L2-' H FINAL MAXIMUM (AL4) GO TO ANCHOR SCHEDULE WLOWABLE-SPAN AND NEGATIVE A3,D. DESIGN - PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. ® 2011 EASTERN METAL SUPPLY, INC. BERTHA FIV_T. Accordion Shutter System H,V. WDE #1 W/ OR W/O H,V. 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ECOINC. =4✓a�si� = TILLIT TESTING & ENGINEERING COMPANY (���'jlr STAj� AF 0355 N.W. 3M. 51. Ste. 305, VWMA GAR0E11$, FIMMA 331 Phone : (305)871-15M-. F..: (305)871-1531 M-a000066iioJr. l.coG F�ORIDP.%�k�C'11�.` {s •• '•� •Gaa \ ,1 Gi�,1�1� WALTFR A. TRUT P.E. s�A /­ " TLORDA Lk. / +4167 A.S.S.A. Amertoan Shutter Systems Aoaoclatlon, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ALL POINTS SOLID —SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 ♦ SEE UMIATIONS OF USE FOR BLADE A ON SHEET 19 I z 51-9773 1KIN • I ) \ • E9 2011 EASTERN METAL SUPPLY, INC. BERT VTM Accordion Shutter System H.Y. 9111E #1 W/ OR W/o KV, WIVW BADE AWING No 11-192 MXIMUM A.S.D. DESIGN PRESSURE Redd (n.s.f.) AND CORRESPONDNG MAXIM M ANCHOR cnerlp (tn) Sr3+EDULS FOR A GRAN 1M!sY_ cHLrrrrlsp SPAN NE( Thy IIS.D DESIGN PRESSURE RATINr elan a rnRa1 conurvMn n 1N MG iwe (SEE MOUNTINGS ON SHEETS 16 & 17). u B B -i-- F=:;Z SOUTHERN PINE No. 2 W/ MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH 1 /2' MIN. COX S °• 2 W MIN. G-0.55, SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.38 PLYWOODLWV.fA D Hll -0,� W/ FIR NORTH W/ MIN. C=0.43 FIR SOUTH W MIN. G�0.36 SPAR (N) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS e.o, WALL MOuNnNGS S.O. WALL MouNnms S.O. WALL MOUNTINGS W& X W& X W& X P& 0 S& V S& V S& V ®PI i105tE R010 W LOOT VX MW AJ<6 (1d) SL f7i ItmLE P®!E 0.4NT (In i901 BXlEAR9t IY70IA4J D971QAT[ R¢91[ YtrC jPq 1i97116'Af1E R1S9R D&C (®IF571E F�9If M1C 44 0991IBRE fI�II R➢0 fpJ Ok72116'A7[ 6ES9R llli �Q 1681E TO¢9ii i'Yttl (T:I '-0' 30 40 60175 90 05 40 60 75 90 05 30 40 60 75 90 05 30 40 90 75 90 OS 30 40 80 75 90 05 30 40 60 75 90 OS 30 40 -90 79 90 OS 30 40 6o 75 90 05 30 40160[�2 90 OS 30 40 60 75 90 Or, OR IE 4'-0' 1 10 10 9 8 8 6 8 6 6 112110 IO 9 8 8- .6 6 6 8 8 8 12 10 10 0 8 8 8 8 6 8 6 6 S k 4 4 3 12 12 12 12 12 12. 12 12 1212 12 12 12 12 12 12 12 '- • 12 12 f0 10 10 9 8 8 6 8 8 6 12 10 10 9 8 0 6 6 8 8 6 8 12 10 10 9 8 8 6 8 6 6 8 0 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 6'-0' 11 10 100 9 6 8 B 16-5 6 16 6 8 8 5.5 12 10 10 9 8 B 6 8 8 8 8 5 12 10 10 9 8 7 6 8 B 6 8 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0, 5.5 4,5 12 10 10 9 8 8 6 8 8 .5 b 4.5 12 10 10 9 6 3.5 0 8 6 6 5 4.6 6 5 4 4 3.6 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 i2 10 8.5 8'-0' 1211096.546.54.5412 $55.!i to 10953668643.51210107.5-6 6543.56544-- 121212121212121212120. 12121110.58.57.5 12 0 10 7.5 4.5 3 6 b 4 ].S 12 10 10 8 .5 - 6 6 y4.513.513 12 10 10 4 - - 6 0 5 .5 3.g 3 6 5 4 - - 12 12 12 12 12 12 12 IZ 12 11 9.5 12 12 I.5 9 7.S 6.5 -0 10'-0' 12 12 10 10 J.5 6 .S 3,5 3 12 10 9 4 - - 0 6 4.5 4 3 3 12 10 4 3 - - 8 8 4.5 4 3 3 6 5 3.9 - - - 12 12 12 12 12 10. 12 12 129.g Bb 12 12 10 8 8.3 5.5 11'-0' 12 10 6.5 a3.5 6 8 4 -1210 3 - 12 10 63 - - fi 6 4 .5 3 - 12 10 3- - - 6 8 4 .5 3 - 6 5 - - - 12 12 12 12 i. 9.6 12 12 12 10. 8.5 7.5 12 12 9 7 6 5 10 4.5 4.5 - - - fi 5.5 3.5 - - - 12 10- - - - 6 5,5 4 - 6 5 - - - -12 12 12 12 ID 8.5 12 12 12 9.5 8 7 12 12 8 8.5 b.6 4.12 1J'-0' 12 10 - - 6 - - - 12 10 3.5 - - - 6 S 3.8 - - - 12 10 - - - - 6 S 3.5 - - 6 5 - - - 12 12 12 1. 9.5 8 12 12 it 8,5 7 5 12 1.57.5 6 5 4 14'-0' 12 10 - - - - - - 6 6 8 5.5 - - - - - 12 10 - - - - 6 4.5 K4 - - - - 12 7.3 - - - - 6 4.3 - - - 6 4S - - 12 12 12 l0. 8.5 7.5 12 12 1013 .5 5S 12 0. 7 S.S 4.S 4 12 - - - - - 6 - - - - - - - 12 7 - - - - .5 - - - - 12 17 - - - - .5 4S - - - 6 3 - 12 12 12 9.5 8 6 12 12 9.5 7.5 8 45 12 9.5 .5 5 4 3 16'-0' 8 - - - - - - 12 L2It.S-- - - - - - 5 - - - - - 12 - - - - 5 - - 6 - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - - - - 5- - - - - - .6. - - - 12 IZ 0. 8.6 6.5 4. 12 t2 a 6.5 -5 3 (1) HV BLADE OR n HV BLADE W/ 16 HV WINDOW BLADE WORKING IN UNISON+ . SEE Uig[Anm or G!E Fdl 6tADE DN SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS. FOUDWS: S. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE W. 2 W/ 0-045 (N.O.S) - - 1/4'0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. SULDEX W/ MNIHUM EMBEDMENT AS INDICATED AT -DOUCLAS FIR W/ C-0.50 (ND.S) EACH SECTION ON SHEETS 15 & 17. EXCEPTION: SEE -SPRUCE PINE FIR NORTH W/ G-OA3 (N.O.S.) MOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/ 0-0.36 (N.D.S.) 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MIOUNTHG TYPE U. SHEET 17 AND SHALL CONSIST OF -MN. 1/2- COX PLYNOOD (1986 APA) LAG SCREWS AS PER NOS 2005 SPECIFICATIONS. 4. ANCHORS SHALL BE INSTALLED FOELOONG ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. R'= I L E C O 04 147 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36M SL. Sta. -105. VPIGPtA CARDO S. Fl0RI0A 33186 � ATEI F \\\ ((� Phone : (305)871-1530 . F4, : (305)871-1531 a-rtm9: ut-cow.mm ER-0006719 \\ ORION -�'aace, \\ WALTER A. TRiR J1. P.E. FLORIDA Ue. 0 44167 A.S.S.A. American Shutter Systems Assootatlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 CODE'(Hon High Velocity Hurricane Zo 0 2011 EASTERN MEAL SUPPLY, INC. BERTHA,M Accordion Shutter System H,V. RAX y1 W/ OR W/O H.V. WINDOW aAX AWING No 11-192 WALL 4 • TAPCON OR 1rAPCON WIM AOYANCE0 MREADFORM TECHNOLOGY W/ 1 1/2' Win. PENETRATION Of 1HREAM AREA TO EXISTING WOOD HEADER. 'ry (SEE SCHEDULE ON SHEET 15) • .. --) -- _ �) MSnNO MIN. .1 2'a4' WOOD I T HEADER REQUIRED EXISTING 1 I CLASS" m � (� I FOR EG11�DEm - 1111 ANTI ­ t ON S1EkT I9 Fai I BUOES ®HV WA 1 Fe R -IN11 sT10N EXISTING I GLASS--1 T" •GOD LAIN. SEPARATION TO GLASS 1 L I PLATE (SEESCHEDULE ON. SHEET 11) 1 tD.EQ' WALL _ _ , FlMSH I I 1 1/4'0 COW OR TAPCON WITH ADVANCED THREADFDRM TECHNOLOGY T— W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO EXISTING 1 6YL g WOOD HEADER. (SEE SCHEDULE ON SHEET 15) TO E 1/4'0-2Dn3/4' S.S. MACHINE �_ SGEDUIF �® T I SS CREWS W/ 1/4'-20 NUT1 1� � O 12' O.C. EXISTING T BLADES 1' Ain. (-E s GLASS--1 I OR J,_'_OPTLGNAL wALL I � I EXISTING NIN. 2'x4' WOOD ®• ( HEADER REQUIRED I �I II I EXISTING _(sEE SCHEDULEE OONSEPARATION �SHEET 11) 1 UN HV WALL HEADER INSTALLATION MW. SEPARATION TO CLASS 1 EXISTING (SEE SCHEDULE ON SHEET II) ( t 1/4'0-20X3/4' S.S. -' MACHINE SCREWS W/ 1/4'-20 NUTS'O 12'_ I L TAPCON OR TAPCON WI ADVAE, ADFORM TECHNOLOGY 1 1/2 KNEM11ON OF TH ED AREA TO -i WG WOOD HEAD . SCHEDULE ET 15) SILL MIN: SEPARATION TO CLASS —/T (SEE -SCHEDULE ON'SHEET IT)` EXISO� � 1 IMACHINE 1/4'0-200/4' S.S. 1 SCREWS USING %4'-2NUTS j I o 12' D.C. I COAT. WOOD -� IA t 1 ( 8 1 ) W000 PLATE 1 ) REO'D. OR 1 1 1/4'0 TAPCON OR TAPCON WITH ADVANCED MREADFORM TECHNOLOGY W/ 1/2' 1�4CO TAPCON OR ((DTE Min. PENETRATION OF THREADED AREA INTO PLYWOOD APCON WRH ADVANCED 1-SEE SHEET 4 FOR TYPICAL r' (SEE -SCHEDULE ON SHEET 15) EXISTING MIN. 2'n4' 1/2' MIN. CD THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. STUDS O 16' O.C. MAX. PLYWODD REO'D. W/ 1/2' Mln. PENETRATION aF 2-MOUNTING SECTIONS CAN BE 1/2' MIN. COX PLYWOOD REO'O. REO'D. PLYWOOD TO BE WALL FINI THREADED AREA INTO PLYWOOD SSUUIC.ITTBi� IN INSTALLATION. NS NY WAY ��'TO ISTWO MIN. 2'114' STUDS O 16' O.C. MAX. REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET IS) PLYWOOD TO BE ATTI= TO STUBS IN ACCORDANCE ACCORDANCE WITH M1TH SECTION -2308 OF M F.B.C. SECTION- 2308, Or THE ® Hy WALL SILL INSTALLATION ♦ SEE U ffATIONS OF Ut„E OF ©HV WALL -SILL INSTALLATION F.B.C. BLADE WON SHEET 1(,9 1jtrL� A. TILE jT 4 J'= I ,y L •+-1' Min. 1/4'6, TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2' I' ODNT. Min. PENETRATION OF THREADED AREA TO PLATE EXISTING WOOD HEADER. 'D. (SEE SCHEDULE ON SHEET 15) =t'. WALL FINISH ®-HV WALL SILL INSTALLATION 1 UDA g11901 CODE Non High VelocityHurricane Zone 02011 EASTERN METAL SUPPLY. INC. TM .11_ P�_ •-'BENS ' 9 - F IL E C O INc. \\ TILLIT TESTING & ENGINEERING COMPANY 6333 N.M. 3WL SL. SL4. 305. "i GM MR6MMIS. r.GFVL 33166 FLORI�P; Phone : (305)071-1530 . Fa\ : (305)871-1531 •-mo®eIe 6019.wm • LLL\L L HALTER A TINT Jr. P.E. �•n••••L•L`. LLL RARNA M0. / 44167 AmOsI` mx Accardion Shutter System tLV. BODE #1 W/ OR W/O H.V. WIIW / BADE American Shutter Systems Aeeoalation, Ina. 4268 Westroads Drive West Palm Beach, FL 33407 CAWING No 11-192 L FINISH 1/4'o TAPCON OR SPAN A DESIGN LOAD FOR INSI TAPCON WITH ADVANCED - 4515' (Min.l EXISTING THREAOFCRM TECHNOLOGY WOOD Ta- REWRED. W 1 t 2' Min. PENETRATION 1/4'0-20.3/4' S.S. STRUCTURAL ADEOUACY - THR D AREA TO EXISTING WOOD HEADER. 1' PHIIUPS TRUSS HEAD OF EXISTING WOOD BEAM TO BE CERTIFIED BY (SEE SCHEDULE ON SHEEP 15) M MACHINE SCREWS REGISTERED ENGINEER OF 1/. w/ 1/4'-20 NUTS ARCHITECT PRIOR TO /_ \ ffo EO O 12- O.C. SHUTTER INSTALLATION. 1/4'0 TAPCON OR TAPCON WITH ADVANCED 257" THREADFORM TECHNOLOGY :s ) -•Mnx. W� 1 1 2' Mln. PENETRATION a i OPTIONAL EXISTING WOOD HHEEADET R. :i%..,•'' (SEE SCHEDULE ON SHEET 15) EXISTING MIN 2.4' I EXISTING__4 1 GLASS II HEADER RED'D MIN. SEPARATION TO GLASS I (SEE SCHEDULE ON SHEET 11) EXISTING CLASS ____1 QS HV WALL HEADER INSTALLATION ATION i "0 r; Saint 110H�9E I -SEE SHEET 4 FOR TYFIGIL SNUrrCR ASSDLSLY 2-MOUNONG SEC11GN5 b4T BE COIJBINED IT ANr WAY Tosnr ANY wsrKLAT1GFl. T MIN. SEPARATION TO GLASS —(SEE SCHEDULEON SHEET 11) I EXISTING EXISTING sS—1 1 ) 1 GLASS I I I WALL I ) - FINISH I I _ I 1/4'Max. �0 . 3 oR 2*x8" MI . WOOD—L - DECK REQU 0 (NO (1 a IF AP ABLE ,. 1/4'0-20.3/4' S.S. 1/4"0 TAPCON OR PMLUPS TRUSS HEAD F' CONT. TAPCON WITH ADVANCED NNn. MACHINE SCREWS THREAOFORM TECHNOLOGY W/ 1/4'-20 NUTS !p. W/ TH 1 1 2' Mfi. PENETRATION 0 12' O.C. 1/4'0 TAPCON TAPCON WITH ADVANCED THREADFORN 1 OF FD AREA TO TECHNOLOGY 1 1/2" Min. PENETRATION OF THREADED EXISTING WOOD HEADER. AREA TO EXI (SEE SCHEDULE ON SHEET 15) W000 HEADER. (SEE SCHEDULE ON SHEEP 15) • QVSC HV WALL SILLL I ATINSTAION ' � 0�rLIP FOR W� H1G FLOOR INSTA LAn A- Aus71 A... . 1/2' S1 .S. S.M.S. 06'O.C. ) or 1© or US I I I OPEN HOLE AT EACH STUD TO ACCEPT 0 5/te"LAD SCREW AT CENTER OF TUB£. �. EXISTING LOlS H GLASS— To a 1(DOR (W —j 1111 FM �1 rouse or ©or Q EDGE (IF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER O 24' D.C. REDUWED NISTING SOFF7T 1/4' Mar. THK. Vx4%1/e' CONT. ALUM. TUBE (E0e3-Te ALLOY) W/ Wo LAG SCREWS TO AFTER OR TRUSS. LOCATE LAG SCREWS AT IAIOWATH OF EXISTING 1u�uv+ NIEYBER, (2' Min. NOT'- AIDT_H) W/ 2' Min. ?EN N OF THRE. AREA. VALID FOR NSTAL ATIONS WITH 72psf KAX. A.S.O. DESIGN LOAD AND 9'-0" MAX. SPAN. THIS NSTALLATION IS ONLY VALIO -OR WOOD W/ MM. SPECIFIC 1 OR fjlyl` NUJ. 1 1 SEPARATION I I ro cuss 1 (SEE SCHEDULE 1 1 ION SHEET 11) I ) I I i I EXISTING I 8 t I #TOrJ/4' HEX CLASS—, 1 t t 2's6' MIN. W00 — WASHER HEAD TEK DECK REQUITED SCREWS O 12' o-C (NO FINISH ALLOWED) OFGE •'� DECK IF EDGE OF DECK ARP —� IF MPLICABLE �- 1/ ' MON OR TAPCON WITH ADVANCED EADFORM TECHNOLOGY W/ 1 1/2' Min. 2' M11 —2' MIN. PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER. (SEE SCHEDULE ON SHEET 15) - - e / 1L EC 0 INe. \ A.S.S.A. Jf �7 ? * TILLIT TESTING h ENGINEERING COMPANY �0�aan Shutter S�ratsms .ass H.W. ,MA. SL. St. 30e, %MGVM GNNDTm. ROTLOA 331" Association, Inc. '.CORIO? • ��'TTA` Pnon< : (305)B71-1e30 . To■ ; (305)871-1531 .-mail. mt—ow.eon ES-40=710 4268 Westroads Drive West Palm Beach, FL 33407 ` • �\ ,11 0 /DATE I WALTER A TUJr Jr, P.E. FLORIDA LIa. 1 44157 %P 2011 EASTERN METAL SUPPLY, INC. TM Accordion Shutter System KV. SAX J1 w/ OR W/O RV. WNDOW M-AVE AWING No 11-192 E1aSI1N0 aAss END INSTALLATIONS n HV BLADE OR Q WINDOW BLADE INTO 2"x4" MIN. -WOOD STUDS 1tiP MN. W000 r9MS RE41). _.. ......_...--- UK C01 RYSOOR 1 I.N. 110.v1• S.Y.l. END NNECTIDN DEx (7) n 114191M m. :4 71 ii r-EMSIM CLASS Ifi ille OO.C. 4 xz&� SEE OEUML Esor To END CONNEE<TIAN DETA E7<60R0 — 1/4'. LIPO0,1 10.1 lAl.l. -- PolwAnat o11i•-ac �le �t �— — 1 iOOR FPS" 1.4' UN. WDOD 9NDs REVD. - END_ CONNECTION DETAIL t j FCORIOA: a�'a`1 P�I• IQ4 � ' M000. 1/iJ ulY 1• oR Y IIAt. I /�Y Y+�50'•Y it)n6Lit AlleYf # 1101 (m�IR D) /111 %NRB�N QI a u)I E•. arg Ai 1. Oe: M mNa soc er� 4 4 © - — _ -- -- 6 OR©OR(BOR ®OR^ R®OR® 4 p �OR SOOfl �OA • ®�IO,A®0R®OR1@. VIEW Y / AAA IL I E C O IN.. TILLIT TESTING & ENGINEERING COMPANY 15 M.W. Seq. St.. Ste. 305. V4MOM GARDENS, EUMU 331ee Phone! (305)071-1530 . Foe: (305)871-1531 .--I: teteeeoeo446M E8-0006719 WALTER A. TILT Jr. P.E. nX)R1DA U.. 0 44187 P UN. a SPOIL AMXAMP TRIO GIBS -END _ GDNNEGTION DETAIL • ISOIMEn -, - SPAM am= RYM'1Y-0' —L� SEE LIM�ATIONS OF USE FOR ON SHEET 19 I (V 2011 EASTERN METAL SUPPLY. INC. ASSA ■ •-• • TM Accordion Shatter System H.V. BLADE #, W/ OR W/0 H.V. wwavv 9.e0E American Shutter Systems Inc. EV. N D32RmN CRANN DT• 0 . 4298 Westroods 4Mve t 1 O tKAssoclatten, a E: 11/29/11 West Palm Beach, FL 33407 3 GROWING No 4 1 ' _ ' 92 Florida -Building Code Online BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge : Stats & Facts Publications Product Approval I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Revision 2010 Approved American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Bill Feeley Irodriguez@easternmetal.com http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012 Florida :Building Code Online Page 2 of 4 Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Shutters Accordion Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A.. Tillit, Jr. P.E. PE-44167 National Accreditation and Management Institute 12/31/2013 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL389 R5 COI ASSA certification of independence drwq 11-192 pdf Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINALgdf Method 1 Option D Year 2005 2005 2002 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012 Florida Building Code Online Page 3 of 4 Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/21/2011 12/21/2011 01/31/2012 04/03/2012 Summary of Products. FL # IlModell, Number or Name Description 389.1 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 11- (top and bottom) for storm protection 190 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II drwq 11-190 ASSA pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D". Max span is 13'-0" for 40 FL389 R5 AE product evaluation drwq 11-190 pdf p.s.f. ASD negative load the HV3 blade w/o window blade, Created by Independent Third Party: Yes 5'-6" for 110 p.s.f ASD load for HV3 blade w/o window blade and 9'-6" for 62 p.s.f for HV3 blade w/ window blade working in unison and 84" for 72 p.s.f. ASD load for HV3 blade w/o window blade installed into metal studs. See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 11-192 (top and bottom) for storm protection JII Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA drwq 11-192 pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 FL389 R5 AE ASSA Productevaluationreportdrwg11192 pdf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, 8'-0" for +64, - 72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFONI QQc%3d 5/9/2012 Fleri is 13,ullding Code Unlme Page 4 of 4 land pressures. 11 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 11-194 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R5 II ASSA DRWG 11-194.pdf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 - R5 AE ASSA Product evaluation report drwa 11- 194.pdf for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(a)dbpr.state. fl.us. Product Approval Accepts: ® eGheck becurlt. �t1E'�7tfC ti rt (.:aver tt'rs Rz�• rfafl5tps� http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOX3bENFON 1 QQc%3d 5/9/2012 Florid_a3ujlding Code Online Florida Depaftmmtof Busines Professif I Regulation BCIS Home Log In I User Registration Hot Topics Submit Surcharge : Stats & Facts Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status' Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL6417-R3 Revision 2010 Approved C18t'ti NUti.E Atxpi,l' JEi"ti i}clI H cliVr,Iotts :f_civinct t38Psi FBC Staff BCIS Site Map Unks Search Transparent Protection Systems, Inc. 6643 42nd Terrace North West Palm Beach, FL 33407 Frank Bennardo frank@eligexp.com Shutters Storm Panels http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs7kTE8Wajj2sm15VK l I3 W6bBYCLj 5oFS4%3 d 3/27/2012 FlQrida Building Code Online Page 2 of 3 Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Frank L. Bennardo; P.E. PE-0046549 National Accreditation and Management Institute 12/31/2012 Jorge A. Pomerantz, P.E. `i Validation Checklist - Hardcopy Received FL6417 R3 COI Cert Indep pdf Standard ASTM E1886 ASTM E1886 ASTM E1996 ASTM E1996 ASTM.E330 Florida Licensed Professional Engineer or Architect FL6417 R3 Eauiv Eauiv Std pdf Method 1 Option D Year 2002 2005 2002 2005 2002 http://www.floridabuilding.org/prlpr_app_dtl.a.spx?param=wGEVXQwtDgs7kTE8 Waj j2sml5 VK 1 I3 W6bBYCLj 5oFS4%3d 3/27/9.01 r 1uriva tsunaing lode Online a Page 3 of 3 Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 ummary of Products FL # 6417.1 Model, Number or Name ClearGuard Non-HVHZ Panels Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See engineering drawings for design limitations allowable spans, mounting conditions, anchor options, etc. ClearGuard Polycarbonate Storm Panels (Non-HVHZ Prod Installation Instructions FL6417 R3 II Dwo Ddf Verified By: Frank L. Bennardo, P.E. PE0046549 Created by Independent Third Party: Yes Evaluation Reports FL6417 R3 AE Eva! RDt Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487464 The State of Florida is an AA/EEO employer. Copyright 2007-2010 State of Florida :: Privacy Statement :: Accessibility Statemen :: Refund Statem nt Under Florida law, e-mail addresses are public records. If you do not want*your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster(o)dbor state flus. Product Approval Accepts: WN ®- Vwel�l$rt Y T►us�rd YI��iOY �"C'lll'lt ASL•"itt[CS' a http://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgs7kTE8 Waj j2sml5 VK 1 I3 W6bB YCLj5oFS4%3d 3/27/2012 POLYCARBONATE STORM PANELS (Non-HVHZ) I 0.100" �-2.50° j TYP (MIN) TO 13" (MAX) PANEL COVERAGE 15 1/4" MAX TOTAL PANEL WIDTH 3° = 1'-0" (SEE GEN NOTE 1) OR STUDS AT 13' O.C. MAX STUD AND/OR LEG DIRECTION MAY BE REVERSED 0.313" 0.5 0 0 0.313" 0.688' c 0.125" • rIi `r 0.092" Ty N TYP� 1—L. REVERSE STUD ANGLE 'F' ANGLE WIDTH UNLIMITED r�TCCRUMNOU NT MOUNTINGS REQ'D) SECTIONS n� �w U `N N W E: i "-BOTTOM MOUNT (CONN AS RE(TD) i TYPICAL ELEVATION i N.T.S. 2.50' 0.100° �6 1/2" MAX COVERAGE--� 8 3/4" MAX TOTAL WIDTH MOUNT W FASTENERS HALF PANEL PROFILE ORSTUDS 2 AT 6-1/2 3° = 1'-0° (SEE GEN NOTE 7) O.C. MAX }3.375'� 0375° El 0.090. e m 7yp 0.650" 0.320° N 1 BUILDOUT S 'F' TRACK I875"00,35" rno0.60" KEYHO 6° = 1'-0" VIEWS / \ m z KEYHOLE DETAIL i N.T.S. ALT: FIELD DRILL03/8" HOLE (OR 05/8° HOLE W/ KEYHOLE WASHER) 0.380"H fo'.275" 5° T- n 0 TYP TYP 6 'F' TRACK lll6° = 1'-0' 4 0.865" MIN WASHE D WING T 6° = 1'-0" N� w'9 E� f � �w f� -l— CLOSURE D ANGLE 6° = 1'-0° 'HHEADER —WIDTH UNLIMITED JNT MOUNTING ,S REQ'D) SECTIONS s ALT. ARCH TOP* i N.T.S. GENERAL NOTES: s 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISf� ,�' c IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS THE 2010 FLORIDA BUILDING CODE AND THE 20WC INTERNATIONAL N F BUILDING/RESIDENTIAL CODE PER ASTM STANDARDS E330, E18B6, & E19 PANELS ARE APPROVED FOR USE IN FLORIDA OUTSIDE THE HIGH VELO \\ HURRICANE ZONE, OR THROUGHOUT OTHER AREAS GOVERNED BY THE 2009 IBC/IRC.t` 2) NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE a; _ 11� ; V1• �C Q DESIGN OF THIS PRODUCT. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE U Q ul$ c WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB -SPECIFIC Z�:E m W $ i BASIS IN ACCORDANCE WITH THE GOVERNING CODE. SITE -SPECIFIC g ti 9 I z PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS W W W w � r2 -. THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY N ce VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. 4) DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED N O PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR. 5) .THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 6) THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND 0! 47 SUPERIMPOSED LOADS IS OUTSIDE THE SCOPE OF THIS CERTIFICATION AND SHALL BE VERIFIED BY OTHERS. 7) CLEAR POLYCARBONATE STORM PANELS (FULL, HALF, & DOUBLE -WIDE) a MAY VARY IN "COVERAGE" WIDTH UP TO THE RESPECTIVE MAXIMA SHOWNHEREIN n N PANELS PROVIDED ' BE MOIUNTED WITH FASTENERS OR STUDS ATT THE PANEL PROFILE HEIGHTBE MAXIMUMU om �C g SPACING SHOWN FOR EACH PROFILE. 8) ALL POLYCARBONATE PANELS SHALL BE MANUFACTURED BY TRANSPARENT PROTECTION SYSTEMS, Inc. 9) THIS PRODUCT APPROVAL IS FOR THE USE OF CLEAR POLYCARBONATE �° .9 PANELS ONLY. ALL POLYCARBONATE PANELS SHALL BE EXTRUDED WITH 2 THICKNESS t=0.100° (10.010') AND SHALL BE MANUFACTURED FROM 100% THERMOPLASTIC POLYMER RESIN (UV STABILIZED). TYPICAL = SYNTHETIC SYNTHETIC THERMOPLASTIC POLYMER TENSILE STRENGTH Fy=B.908 KSI, a J W i Ln Q FLEXURAL STRENGTH Fby=12.90 KSI, & FLEXURAL MODULUS IS 328.7 KSI. K p88 10) ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.N.O. 3 S 11) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: � W TRANSPARENT PROTECTION SYSTEMS, INC. WEST PALM BEACH, FLORIDA ASTM E330, E1886 & E1996 PRODUCT APPROVAL NUMBER 12) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORTS #04-009-FE-ASTM & #04-009-LE-ASTM, AS WELL AS HURRICANE TEST LAB (HTL OF RIVIERA BEACH, FL) TEST REPORTS #0239-0107-05, #0239-1013-07, g� #0239-0312-06, #0239-0110-07 & #0239-0813-06. 13) TOP & BOTTOM MOUNTING SECTIONS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR gg Ei _ AS APPLICABLE. - HORIZONTALLY 14) USE OF KEYHOLE WASHES IS OPTIONAL IN CONJUNCTION WITH ANY MOUNTING CONDITION. HOLES MAY BE FIELD DRILLED AT 03/8" (OR 05/8" d d d sd �1 WITH KEYHOLE WASHER) WITH ANY FASTENER TYPE. WASHERED WINGNUTS 0 SHALL HAVE 0.865' MINIMUM WASHER DIAMETER. 15) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED S 6p�= STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 1111811 616) *y THE HURRI-OUT EGRESS STORM PANEL DETAILS ARE INTENDED TO ALLOW THE POSSIBILITY OF REMOVING PANELS FROM INSIDE OF DWELLING. ligh �P RESULTS MAY VARY ACCORDING TO INSTALLATION, END -USER, AND I I � TRAINING, ETC. ENGINEERING EXPRESS AND TRANSPARENT PROTECTION SYSTEMS DO NOT ASSUME ANY RESPONSIBILITY OR LIABILITY ASSOCIATED fnP/DmrtFWNILaEtYWtODPR 08-TPS_0008 WITH USE OF THIS INSTALLATION AND OR ITS APPLICATIONS. SCALES Ofi PAGED SCRI LONID SCRI RONI *NOTE: FOR ALTERNATE ARCH TOP INSTALLATIONS, THE TOP TRACK OR - U-HEADER SHALL BE CUT INTO 6" MINIMUM ADJACENT SEGMENTS. EACH SEGMENT SHALL HAVE ANCHORS SPACED PER THE ANCHOR SCHEDULE, °i� . WITH A MINIMUM OF (2) ANCHORS PER SEGMENT. ANCHORS SHALL BE 1-1/2" MIN -FROM ENDS OF EACH SEGMENT AND SPACED 3' MINIMUM FROM ADJACENT ANCHORS. FOR STUDDED TRACKS ONLY, THERE SHALL BE A MINIMUM OF (1) STUD PER SEGMENT FASTENED TO THE STORM PANEL. STUDS SHALL BE LOCATED 2" MINIMUM FROM ENDS OF EACH SEGMENT. f-2.50"--f-2.50"--t f-2.50"--f f-2.50"1 "CLEARMAXTM" DOUBLE -WIDE PANEL PROFILE FASTENERSMOUNT H (SEE GEN NOTE 6) OR STUDS AT 13" O.C. MAX 3.000° MAX. 0.500° 0.198"-{ o.izs' I I o.zeo° L 0.720^ 0.145" 0.387" ALTERNATE B.O. 'FTRACK 13 6• = 1'-00 0.093" TYR 1/4-20 MACHINE SCREW STUD X 3/4" @ 6" O.C. 0 o �- -- IN O L-L4 --_ -2.000"-� STUDDED ANGLE �2.0.094" .094° r N N r --2.554" 0.625" - - 1/4-20 STUD X 3/4° @ 6" O.C. 0 r0.093" TYP. -2.000-A ALTERNATE STUD ANGLE 14 6° = V-0" rt 0.374" � 0.093" 1R T. -2" i 'F' TRACK ANGLE 20 6. =1,_D. ALTERNATE c U-HEADER U-HEADER 1 u 1.7 6063-T6 1 N.T.S. 6063-T6 2.741" 0.059. 0.843' 2.189°� p CLAMSHELL COVER 1 8 N.T.S. 6063-T6 12.735° 0.093° 114-20 STUD X 3/4" @ 6" O.C. 19 CLAMSHELL TRACK N.T.S. 6063-T6 , i-j 2.000`}2.000"1 II I I -Y ^^a 0.100" 1.000" Y' o 1.199" N 1.003' F-�1.500' 12.000" 14.394" MOUNT WITH 12 ALT. FULL PANEL PROFILE FASTENERS N.T.S. (SEE GEN NOTE 6) OR STUDS AT 13° O.C. MAX w ;q 39 1 1 93 MAXIMUM PANEL MAXIMUM PANEL SPAN SCHEDULE SPAN SCHEDULE (POSITIVE CONN.) (W/ "H" HEADER) MAX LOAD SPAN (psf) (ft) 17.3 8'-7" 24.2 7'-9" 34.6 T-O" 41.6 6'-0" 104 4'-0" MAXIMUM PANEL SPAN SCHEDULE (W/ "U" HEADER) MAX DESIGN MAX PRESSURES SPAN POSITIVE NEGATIVE (ft) (psf) (psf) 6'-3" 35 38 5'-3" 48 4B 4'-4" 78 80 MAXIMUM SPAN SCHEDULE NOTES:. 1. SPANS SHOWN IN "MAX PANEL SPAN SCHEDULES" ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. � s� 2. THE <POSITIVE CONNECTION> SPAN SCHEDULE MAY BE USED E S a TO DETERMINE MAXIMUM ALLOWABLE SPANS FOR PANELS INSTALLED [d R m� USING ANY COMBINATION OF MOUNTING EXTRUSIONS INVOLVING A POSITIVE CONNECTION - I.e. ALL INSTALLATIONS WHICH DO NOT INCLUDE AN "H' OR "U" HEADR. C0PMUFRNMLBOi1MON 08-TPS-0008 3. THE <WITH "H" HEADER> SPAN SCHEDULE SHALL BE USED FOR ALL INSTALLATIONS WHICH INCLUDE AN 'H" HEADER. SCAB - 01 PAGE DESCGIPRGNI 4. THE <WITH "U" HEADER> SPAN SCHEDULE SHALL BE USED FOR ALL INSTALLATIONS WHICH INCLUDE A "U" HEADER S. TABLES ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR _ VERTICALLY. SPAN DIRECTION: IS ALWAYS PERPENDICULAR TO LINE OF ANCHORAGE. i EXISTING HO CONN \ E Cl: STRUCNR DIRECT OUNT W/ REMOVABLE - ANCHOR PER ANCHOR SHED IINIMUM 2 11 a SCHED o=Q m EXISTING 1/4-20 .� GLAZING x 3/4" z STUDS n 3 AT 13" D.C. s MAX wo a 1/4" MAX ED ---Y CONN TYPE Cl: ANCHOR PER RUCTURE ANCHORSHED EXISTING HOST STRUCTURE EXISTING HOST STRUCTURE CONN TYPE Cl: CONN TYPE C3: ANCHOR PER ANCHOR PER • ANHORSHED ANCHOR SCHED EMBED ' 1 2" MAX —y- #14 SMS OR EMBED •• d 3/16° POP 13"OC MAX ..•..•::: 6 1/4-20 uaiw :. 7 3 •--�- I 'R EXISTING x 3/4° w 1/4-20 x 3/4' 8 fE GLAZING STUDS m zd STUDS AT 13' D MINIMUM AT 13' aw O.C. MAX R �S £6 MINIMUM SC EPER MAC.X —SEPAR PER a 20 4 SHED Z �E Q MAX EXISTING N GLAZING 1 LL •' CONN TYPE CS: 2 w ANCHOR PER. S 13 I1 9 m ANCHOR SCHED w EDGE wp DIST EMBED 1/2° ' MAX EXISTING HOST STRUCTURE CONN TYPE Cl: ANCHOR PER ANCHORSCHED s MOUNTING SECTION (1) MOUNTING SECTION 3 MOUNTING SECTION z 3 3" = 1'-O" VERT SECNON 3 3" = 1'-0" VERT SECTION 3 3' = 1'-0.. VERT SECTION HURRI-OUTTM EGRESS STORM PANEL DETAILS* (*NOTE: SEE GENERAL NOTE #1S) EXISTING HOST i LISTING HOST STRUCTURE 1 CONN TYPE C2: ANCHOR PER ANCHOR SCHED = V, 2 U. �7'EMBED rl/2' MAX C kikzlkl , Dix fu (j 1/4-20 x �¢ m 3/4• a w STUDS n AT 13" O.C. MAX 3 CONN TYPE C4: ANCHOR PER ANCHOR SCHED 4 MOUNTING SECTION 3 3" = 1'-0' VERT SECTION i STRUCTURE � NOTE: SHUTTER SYSTEM MAYBE . rEXISTING HOST REFER TO NDING FOOR ANCHOR SPACING ETAILS _ 1617 EXISTING GLAZING EXISTING a GLAZING m Iy INSIDE MINIMUM w C� INSIDE ACCESS '- ACCESS BOLTS: SEPAR PER OUTSIDE 7d' K BOLTS: 1/4-20 x 3/4" SHED ACCESS °• w 1/4-20 x 3/4"� SIDEWALK BOLTS: u SIDEWALK = BOLTS W/ I S 1/4-20 x 3/4° BOLTS W/ WASHERED STUDS AT WASHERED 8 I WINGNUT AT •J� 13" O.C. MAX WINGNUT AT 3 13" O.C. MAX 13" O.C. MAX = 3 4 141 20 3 REFER TO CORRESPONDING MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING QMOUNTING SECTION ' 3 N.T.S. VERT SECTION P' REFER TO CORRESPONDING MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING Y U Q w W INIMUM w a PAR PER OUTSIDE -CHED ACCESS w BOLTS: d \ 1/4-20 x 3/4" STUDS AT 13" O.C. MAX 3 4 141 20 T REFER TO CORRESPONDING MOUNTING SECTIONS/DETAILS FOR ANCHOR SPACING MOUNTING SECTION N.T.S. - VERT SECTION -- ANCHORED THROUGH EXTERIOR WALL FINISH TO HOST STRUCTURE WITH ANY MOUNTING CONDITION SHOWN HEREIN, ALUMINUM OR GALVANIZED STEEL SPACERA • REQUIRED ONLY FOR EIFS, ICF, OR OTHER MALLEABLE FINISHES. • OPTIONAL FOR STUCCO, BRICK, OR OTHER RIGID FINISHES. OPTIONAL METAL BONDED WASHER MAY BE USED ON THE EMBED— a INNERSIDE OF THE PANEL W w � EXISTING HOST w STRUCTURE ANCHORS PER •;,;,,,; a a ANCHOR SCHEDULE N EXISTING GLAZING MINIMUM E —SEPAR PERK SCHED MOUNTING SECTION THRU EXTERIOR WALL FINISH BRICK ICF EIFS ETC.) 3 N.T.S. VERT SECTION jLLq U� ; �5 Q L7 � ggQQ• .t. 03 � Lu Fuji i aLuP mi uJ BI of N gT� 9.2 ryry C 5 p mm R QNa ~3 20 000q�555 LL U 08- LEG AND/OR STUD DIRECTION MAY BE REVERSED FOR INTERIOR MOUNT I z L 1/4-20 x N w 3/4" GI -41 STUDS a AT 6" O w O.C. MAX 114° p - EDGE MAX /m DIST CONN TYPE C5: f ANCHOR PER /w ANCHORSCHED MOUNTING SECTION d / 3" = 1'-W VERT SECTION BUILDOUT/MOUNTING DETAILS V4"TAPCONS (ITW OR ELCO) SPACED PER TABLE 1: • STAGGERED (SHOWN): Cl HOST STRUCTURE SMINIMUM EDGE SE ARP PER SCHED ANY ANCHOR FROM EXISTING 1/4-20 n w ANCHOR SCHEDULE, GLAZING x 3/4" N EQ Q, ': ANCHORS SPACED lq STUDS w F @ 6" O.C, MAX. AT 6" z 0 a O.C. w WO C MAXa I w� EMBEDl 1/4• F AX 16 17 Q a w EXISTINGGLAZING -I- f N CONN TYPE Cl: MINIMUM 1 ANCHOR PER SEPAR PER 1 HOST STRUCTURE ANCHOR SCHED SCHED 2 MOUNTING SECTION 3 MOUNTING SECTION 4 3" - 1'-0" VERT SECTION 4 N.T.S. VERT SECTION TABLE 1*: BUILDOUT ONLY EXISTING WOOD ,`TRUSS/FRAMING • NON -STAGGERED: C2 1°x3"x%", 2"x3"xV8", OR ,*ERE (NON -STAGGERED ANCHORS 3°x3"xY,', 6063-T6 SHALL BE PLACED OF ALUMINUM BUILD -OUT TUBE THE BUILD -OUT TUBE) #14 SMS SPACED PER TABLE 2, CONN TYPE C2 EXISTING HOST ii" MIN (TYP) STRUCTURE I��ii Y,- MAX 2" MIN FOR II II p N a STAGGERED INSTALLATION 10 Z a: xax ¢a ri rii p�a x G LOAO (Dsf) Spans UD To 6'-0' CONN TYPE Cl I C2 Spans Up TO 8'-6" CONN TYPE Cl I C2 Spans Up To 11'-4" CONN TYPE Cl I C2 30 13.0" 13.0 13.0" 13.0" 13.0" 11.8" 13.0" 12.4" 13.0"9.3" z" 3'13.0 1 . 13.0 10.1 13.0 .5 3.0 12.4"13.0" 8.8" 13.0" T' 1 3p1.0" 8.5' 30 10.9" 6.6" 7.7" 4.6" 5.6" 3.5' 30 38 8.6" 5.2" 6.1" 3.7" 4.6" � o 47 7.0" 4.2" 4.9" 3.0" 4.2" = m 54 6.1" 3.6" 4.3" 4.2" 120 4.2" 4.2"' 4.2" 30 13.0" 8,5" 10.0" 6.0" 7.S' 4.5' p " 6.7" 7.9" 4.7" 5.9" 3.6" op 47 9.1" 4" 6A" 3.8" SA" 3.3" R+ 4.7" 5.6" 3.3" 5.4" 3.3" 120 5.4" 3.3" 5.4" 3.3" 5.4" 3.3" F 1"x3'x3's", 2"x3'x�", -� TABLE 2*: BUILDOUT ONLY OR3x3 , 6063-T6 ALUMINUM BUILD -OUT TUBE z 2" MIN FOR in STAGGERED INSTALLATION II II EQ Z 0 ¢ 6 W II II III! I1I Xa II II Spans Up Spans Up Spans Up LOAD To 6'-0" To 8'-6" To I V-4" (psf) CONN TYPE CONN TYPE CONN TYPE Cl Cl C2 30 13.0" 13.0" 11.3" 8.1"47 0.0 10.3" 6.8" 10.3" 6.8"120 30.3" 6.8" EXISTING HOST STRUCTURE II �I EQ NOTES: 1. TABLE 1 AND 2 APPLY ONLY TO BUILDOUT ANY STUDDED ANGLE OR'F MOUNTING DETAIL (7/3). Y4" TAPCONS (ITW OR ELCO) TRACK APPROVED HEREIN 2. TAPCONS SHALL BE INSTALLED WITH THE SPACED PER TABLE 1: #14 SMS SPACED PER FOLLOWING MINIMUM EMBEDMENT: • STAGGERED (SHOWN): Cl TABLE 2, CONN TYPE Cl • TO CONCRETE: 1% MIN • NON -STAGGERED: C2 TO HOLLOW BLOCK: 1W MIN (NON -STAGGERED ANCHORS TO WOOD: lY2" MIN SHALL BE PLACED AT CENTER 3. REFER TO SHT 6 FOR ADDITIONAL OF THE BUILD -OUT -TUBE) BUILDOUT ANCHOR NOTES. S MOUNTING DETAIL 4. THESE MOUNTING CONDITIONS Y BE USED INDEPENDENTLY OF ONE ANOTHER AND IN CONJUNCTION WITH OTHER MOUNTING 4 N.T.S. VERT SECTION CONDITIONS/DETAILS DEPICTED HEREIN. CONN TYPE Cl: EXISTING HOST ANCHOR PER STRU RE ANCHOR SCHED 18 EMBED z wo 1 2 Np 11 1 J u EXISTING x314" O.w GLAZING STUDS°' MINIMUM I AT 6" �-SEPAR PER-{ O.C. SCHED MAX 4 MOUNTING SECTION 4, N.T.S. VERT SECTION /-(3) %" LAG SCREWS AT 24" O.C. MAX INTO WOOD TRUSS/FRAMING WITH 1%" MIN EMBEDMENT AND W MIN EDGE DISTANCE ,,-EXISTING EXTERIOR FINISH z azu �Nm z: 2"xS°x%' 6D63-T6 1 ALUM ANGLE OR 4"XY 6063-T6 MINIMUM SEPAR PER- ALUM PLATE SCHED WOOD TRUSS 6 MOUNT DETAIL 4 N.T.S. VERT SECTION 1415 Z.0 EXISTING PASS az N THRU WINDOW SILL v¢6i (WOOD, GRANITE, TABLE 3: MARBLE, ETC.) )4" ITW Y4" ALL POINTS #14 WOOD SCREWS WITH TAPCONS WITH SOLID -SET WITH 11/4' MIN EMBED Us" CON` CMU CONC O.C. B" O.C. 12" llfi° MIN �+ l `Y4-20 SS THRU MIN EMBED PENETRATION IN T BOLTS AT 12" O.C. I NC CMU WOOD (2) 2"x5"x)a" OR (1) Y'xS"x%" 6063-76 O.C. 11" O.C. 12° O.C. EMBED. I ALUM ANGLE(S) SEE TABLE 3 FOR EXISTING HOST ANCHOR SPACING STRUCTURE: HOLLOW / BLOCK, CONCRETE (3KSI . MIN), OR WOOD (G=0.55)J PASS THRU 7 WINDOW DETAIL 4 N.T.S. VERT SECTION u1m LUZ i U € mmlzbg ~ LU oftg o W -- ii 1 08-TPS-0008 CLOSURE DETAILS 1 2 11 r 1/4" MAY: J� —1/ EXISTING HOST STRUCTURE 1 WALL MOUNT CLOSURE 5 3- = 1'-0" PLAN VIEW EXISTING HOST 11 2 1 STRUCTUREW.. TYP 1/4° {-1" TO 5" MAX '%�II 8 I -L OVERLAP t�MAX OVER MIN MAX ANCHORS AT 12.0" O.C. FOR P=59psf OR LESS, OR AT 5.9" O.C. FOR P=120psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) 2 TRAP MOUNT CLOSURE 5 3" = 1'-01. PLAN VIEW BEND PANEL AROUND CORNER & STITCH TO ADJACENT PANEL WITH 1/4-20 BoLTs & WA-5 RED WINGNUTS AT 2a" O_C. (TYP) FASTEN PANELS TO EXISTID HOST STRUCTURE OR VAR STRU TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) (]s1 CORNER CLOSURE 5 N.T.S. PLAN VIEW MINIMUM SPAN SCHEDULE ONE (1) CLOSURE AT TOP OR BOTTOM TOP OR BOTTOM MOUNT yy�� WITHOUT CLOSURE J� �f �a o0 o IINIMUM SPAN BOTTOM MOUNT ;CHEDULE Y Wy+� w u W WFF JZ O TOP/BOTTOM CLOSURES O 00 U z z0 G f W LL o 2DJ G3 " �> oo mN m = 22E G DIRECT MOUNT 53" 32" 55" 32" 32" 53" 30" 32" Z STUD ANGLE (WALL MOUNT) 32" 30" 33" 3D" 30" 32" 30" 30" "F"TRACK 55" 33" 57" 33" 33" 55" 30" 33" O REVERSE "F" ANGLE 32" 30" 33" 30" 30" 32" 30.. 30" B.O. 2x5 + STUD ANGLE 32' 30" 33" 30" 30" 32" 30" 30" n B.O. "F" TRACK 53" 32" SY' 32" 32" 53" 30" 32" "H" HEADER 30" 30" 30" 30" 30" 30" 30" 30" STUD ANGLE (TRAP MOU 32" 30" 33" 30" 30" 32" 30" 30" MINIMUM SPAN SCHEDULE NOTES: 1. SPANS SHOWN ABOVEARE MINIMUM ALLOWABLE SPANS BASED ON ANY COMBINATION OF MOUNTING CONDITIONS ATTOP OR BOTTOM. PANEL LENGTHS LESS THAN THOSE NOTED IN TABLES ABOVE ARE NOT ACCEPTABLE. 2. NO SEPARATION FROM GLASS IS REQUIRED WHEN PANEL LENGTH IS GREATER THAN THAT NOTED FOR RESPECTIVE MOUNTING COMBINATIONS ABOVE. 3. SIDE CLOSURES REQUIRED IF GAP BETWEEN PANEL AND STRUCTURE EXCEEDS DISTANCE SHOWN IN HORIZONTAL SECTION DETAILS (REF. DETAILS 6/3, 7/3 AND 9/3). 4. TABLES ABOVE ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR VERTICALLY. S. TOP/BOTTOM CLOSURES MAY CONSIST OF NON-STRUCTURAL 289a (0.018" MIN) GALV STEEL OR 0.022" MIN SHEET ALUMINUM OF ALLOY 5052-H32 OR 3004-H34. REFERENCE DETAILS HEREIN FOR DEPICTION OF TOP/BOTTOM CLOSURE MOUNTING REQUIREMENTS. 6. STORM PANELS MAY BE INSTALLED WITH A 12" MINIMUM SPAN WHEN INSTALLED WITH A CLOSURE ANGLE AT BOTH TOP AND BOTTOM. amn.:a� €1 Q69UW'Z tm3lu NoyH J Br W N cc p Lu 1D W .• EXISTING HOST STRUCTURE q NTING CONDITION MAY END CLOSURE MAY NSIST OF STUD ANGLES, I a Hill �eINE RS, OR H-HEADERS. 1 2 111E 1/4"�L M Xd l2 p§MMAX IT2"x2"(MINIMUM)�CONTINUOUS ANGLE d d d 0 FASTENED WITH SAMEWINGNUT MIN. PANEL OVERLAP 8USED TO FASTENSHALL BE 1.5 TIMESI I{-PANELTO MOUNTINGTHE PANEL PROJECTION �� ANCHORS AT R A O.C. FOR EQEXTRUSION ORFROM THE EXISTING I P=59psf OR LESS, OR AT 5.9" O.C. EQDIRECTLY TO HOSTa �HOST STRUCTURE PROJECTION FOR P=120psf OR LESS (USE ANYSTRUCTURE � R Hl ANCHOR FROM ANCHOR SCHED) STRUCTURE PER WPYPGXIFIW KLB0RAMP1 MOUNTING SECTIONS 08-TPS-0008 EXISTING HOST stwil, - 01 _ STRUCTURE DAD! Dl6CIIIPRONC 4 PANEL OVERLAP 5 BUILD -OUT CLOSURE 6 TOP BOTTOM CLOSURE i 5 N.T.S. PLAN VIEW 5 3" = 1'-0" PLAN VIEW CJ N.T.S. VERT SECTION _7 ANCHOR SCHEDULES r/10o.' ANCHOR LOAD 2" MIN EDGE DISTANCE Spans Up To CONN TYPE Cl C2 I C3 6'-0" I C4 CS Spans Up To 8'-6" CONN TYPE Cl I C2 I C3 C4 I CS Spans Up To 12'-0" CONN TYPE Cl I C2 C3 I C4 I CS 1/4" TAPCON (ELCO OR 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 38 I3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.0" 10.6" 13.0" 11.9" ITW) WITH 1-3/4' EMBED (3192psl MIN CONC) 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.9" 13.0" 13.0" 13.0" 13.0•` 9.8" 10.3" 13.0" 11.6" 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.9" 10.5" 13.0" 11.7" 13.0" 9.8" 10.3" 13.0" 11.6" 120 13.0" 9.8" 10.3" 13.0" 11.6" 13.0" 9.8" 10.3" 13.0" 11.&' 13.0" 9.8" 10.3" 13.0" 11.6" 1/4' ELCO PANELMATE 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" WITH 1-3/4" MIN EMBED (3350ps1 MIN CONC) * " 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13 1 13.0" 13.0" 13.0" 47 .0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.01113.01113.011 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.01• U z 1/4-20 ALL POINTS SOLID- SET WITH 7/8" MIN EMBED 120 30 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" ME 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"13.0" 13.0" 13.0"13.0" 13.0" 13.0" 130" 13.0" 13.0•` 130" 13.O" 13.0" 130" 13.0" 13.0" 130" 13.D" 13.0" 1308 13.0" 30 0 CO ( 0 psl MIN NC) 47 13.0" 913.0".13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.D" 13 0" 3 " 1 .0 13 " .0 13.0" 13.0" 13.0" 13.0" 54 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.0" 13.0" 13.a" 130" 13.0" 13.1 13.0" 130.120 13.0" 1/4-20 POWERS CALK -IN 30 13.0" 13.0"13.0" 13.0" 3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 11.3" 11.3" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.6" 12.6" 130" 130" 13.D" 8.9" 89(2000ps1 WITH 7/8° MIN EMBED MIN CONC) 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.2" 10.2•' 13.0" 13.0" 13.D" B.B" 8.8" 54 13.0" 13.0" 13.0" 12.5" 12.5. 13.0" 13.0" 13.0" 8.9" 8.9" 13.0" 13.0" 130' 8.8" 8.8" * 120 13.0" 13.0" 13.0" 8.8" 8.8" 13.0" 13.0" 13,0" 8.8" 8.8" 13.0" 13.0" 13.W' 8.8" 8.8" U 1/4" TAPCON (ELCO OR - ITW) WITH 1-1/4" EMBED �B 30 10.9'. 10.9' 100 10.9' 10.9° 1 7.T 7.7" 7.7" 7.7' 7.T' 6.8" 5.5' 5.8" 6.8° so 38 8.6° 8.8" 8.6' 8.6° 8.6' 6.1' 8.1" 8.1' 6.1' 6.1" 4.6" 3.3' 3.6" 4.8' 30' 47 7.0" 7.9' 70 7.0" 7.0' 4.91 3.8' 4.6' 4.9' 4.s" 4.3° 3.0' 4.3° 3A" 64 6.1" 6.1" 6.1" 6.1" 6.1° 4.3" 3.1- 4.8° &C 4.3" 3.0" 4.3" 3X' 120 4.3" 3.0' 4.3" 3.4" 4.3' 3.0° 4.3° 3.4' 4.3' 3.0° 4.3' 3.4" m1/4" 0 ELCO PANELMATE ((FEMALE MALE OR PLUS) W/ 1-1/Q° MIN �MBED 30 13.0" 13.0" 13.0" 13.0' 13.0" 10.4" 10.4' 10.4' 10.4" 10.4' 7.8° 7.4" 7.8" 7.8" 7.8" 38 11.6' 11.6" 11.8" 11.8' 11.6" 8.2" 8.2° 8.2" 8.2" 8.2" 8.1' 4.4" 4.1 8.1" 6.2- 47 9A' SA- 9.4° 9A' 9A° 8.8" 5.1- 6.1° 8.6- 8.1° 6.T 3.9° 4.1- 5.7" 4.6- 54 8.2" 8.2" 82" 8.2' 8.2" 6.8' 3.9' 4.1" 5.8" 4.6" 5.7" 3.9' 4.1' 5.7" 4.6' 12o 5.7° 1 3.9" 1 4.1" 5.7" 49' 5.7- 3.9' 1 4.1' 5.7" 4.6° &7° I 3.W5.7-" 4.6°1/4-26 ALL POINTS SOLID- WITH 7/8" MIN EMBED 30 13.0' 13.0" 13.0° 13.0° 13.0' 13.0' 13.9' 13A" 13.0" 13.0" 111 130' 13.0"SET 38 13.0' 130° 13.0" 13.0" 13.0' 13.0" 13.0" 13.0" 13.D' 13.0' 13.0" 11..t' 11.1'47 13.0" 13.0" 13.0- 13.0" 13.0° 13.0' 13.0' 13.0° 12.0' 120° 13.0" 10..4' 10.4"(KOO 64 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 10.1" 10.7" 10.4° 10.4" 13.0" 10..4" 10.4"120.4' 10.4' ANCHOR SCHEDULE NOTES: 1. 1/4" TAPCONS MAY BE BY ITW OR BY ELCO. "ELCO PANELMATE' ANCHORS MAYBE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. HEAD STYLE MAY BE STD 13/32" OR WASHERED 5/8" HEX HEAD. 2. ENSURE MINIMUM 2' EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK, EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD. 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 6. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (i.e. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" (FOR G=0.55 OR GREATER DENSITY) OR "SPRUCE -PINE -FIR' (FOR G=0.42 OR GREATER DENSITY). 7. ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ("SIDEWALK BOLT") U.N.O. 9. * DESIGNATES REMOVABLE ANCHORS. PANELS SHALL BE MOUNTED DIRECTLY TO THE HOST STRUCTURE ONLY WITH THESE ANCHORS, LOCATED AT KEYHOLES AND LESS THAN OR EQUALTO ALLOWABLE SPACING SHOWN IN ANCHOR SCHEDULE. 10. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. G _ ANCHOR LOAD (Psf) 3/4 MIN EDGE DISTANCE S qLU U To 6'-0" Cl C2 C3 C4 CS S s T� CANT TYPE Cl C2 C3 C4 CS San 0 To 12'-0" C U 7YP� Cl C2 C3 C4 C 1/4" TAPCON (ELCO OR ITW) OR #14 WOOD SCREW W/ 1-1/2" EMBED 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.W' 13.0" 13.0" 13.0" 13. 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0' 47 13.0" 13.0" 13.0" lit 13.0" 13A" 13.0" 13.0" 13.D" 13.0" 13.0" 13.0" 13.0" 13A" 13.0" S4 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13A" 13.0" 13.0" 13.01' 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" w f N p 1 4" ELCO PANELMATE F/ 1 7LE ALE�MOR PLBED US) * 30 11 13.0" 13.0•' 13.0" 13.0. 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 130" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0 .0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"100" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13A" 13.0" ILL 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0•'7 0 0p8881 1 / 6 WOOD BUSHING W/ MIN EMBED & 1/4-200" S.S. MACHINE SCREW " 13.0"13.0" 13.0" 1 . " 3 0 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0"7/8" 13.W 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.2" 8.3" 8.8" 12.2" 9.9" 0" 13.0" 13.0" 13.0" 13.0" 10.7" 12.7" 13.0" 12.9" 12.1" 8.1" 8.6" 12.1" 9.6" N.13.0"0" 0" 13.0" 8.1"12.1" 13.0" 13.0" 9.6" 12.1" 12.1" 8.2" 8.1" 8.7" 8.6" 12.1" 12.1" 9.7" 9.6" 12.1" 12.1" 8.1" 8.1" 8.6" 8.6" 12.1" 12.1" 9.6"q�w1" 9.6" 1/4" LAG SCREW ORHANGAR �T�/WN� E,:AD0" f-0" 0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.01' 13.0" 13.0" 11.6" 11.6" 13.0" 13.0" 13.0" 13.0" 13.0' 13.0" 130" 130" 13.1 13.0" 13.0" 9.2" 9.2" 13.0"13.0'• 13.0" 13.0•' 13.0" 13.0" 10.5" 10.5' 13.0" 13.0" 13.0" 9.1" 9.1" 0" 13.V' 12.9" 12.9" 13.0" 13.0" 13.0" 9.1" 9.1" 13.0" 13.0" 13.0" 9.1" 9.1" 120 113.1- 13.0" 13.0" 9.1" 9.1" 13A" 13.0" 13.0" 9.1" 9.1" 13.0" 13.0" 13.0" 9.1" 9.1" z 1/4" TAPCON (ELCO OR ITW) OR #14 WOOD SCREW W/ 1-1/2" EMBED 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0 13.0 13.0" 13.0" 13.0" 13.0" 13.0" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0. 13.0" 13.0" 10.5" 11.1" 11.1" 11.1" 47 13.0" 13.0" 0.01 13.0" 13.0" 13.0" 13.0" 13.0" 12.6" 12.6" 13.0 10.2" f0.8" 10.9" 10.9" 54 120 13.0" 13.0" 13.0" 10.2" 13.0" 10.8" 13.0" 10.9" 13.0" 10.9" 13.0" 13.0" 10.3'• 10.2" 10.9" 1 e" 0. I1.0" 10.9" 11.0" 10.9" 13.0" 13.0" 10.2" 10.2" 10.8" 10.8" 10.9" 10.9' 10.9" 10.9" v1/4" O ELCO PANELMATE FEMALE MALE OR PLUS ( ) MIN EMBED * 30 13.0" 13.0" 13.0" 13.0" 13.D" 13.9. 13.0" 13A" 13.0" 13.0" 13.0" 13.0" 13.0" 3 8 13.0" 13.D" 13.0" 1 3.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 47 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.1" 12.1" 54 120 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.1" 13.0•' 12.1" 13.0" 13.0•' 13.0" 13.9' 13.0" 13.0" 12.2" 12X- 12.2" 12.1" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 12.1" 12.1" 12.1" 3 1/4"LAGSGMORW GIR BDLTW MIN 2- THf1FAD PENETRN THREAD PENETR ®OIm 30 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 9.8" 9.8" 38 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 13.0" 3.0" 10 " 1 " 47 13.0" 13,0" 13.0" 12.5" 12.5" 13.0" 13.0" 13.0" 8.8" 8.8" 13.0" 13.0" 13.0" 7.6" 7 6" 54 13.0" 13.0" 13.0" 30.9" 10.9" 13.0" 13.0" 13.0" 7.7" 7.7" 13.0" 13.0" 13.0" 7.6" 7.6" 320 13.0" 13.0" 13.0" 7.6" 7.6" 13.0" 13.0" 13.0" 7.6" 7.6" 13.0" 13.0" 13.0" 7.6" 7.6" u m a L4 "W NCC ow - pm 08-TPS-0008 6 Flora a Building Code Online Pagel of 3 SEEMS5 I'{oeida . r"tent� BCIS Home Log In ; User Registration ; Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines Profess! I*USER:Product Approval Public User Regulation Product Approval Menu > Product or Application Search > Aoolicatlon List > Application Detail FL # FL11968-RI Application Type Revision Code Version 2010 Application Status Approved Comments Archived '. Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetaI.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A. Tillit, Jr. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence FL11968 R1 COI EASTERN METAL Certification of independence drwa 11-223.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E330' 2002 SSTD 12-99 1999 h4://www.floridabuilding.org/pr/Pr_app dtl.aspx?param=wGEVXQwtDqsxYleb4opODf7EcLXlecJxU... 3/26/2012 F1ofi'da'Building Code Online _ Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Li a Approved for use in HZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL11968 R1 II EASTERN METAL DRWG 11-224.pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Design Pressure: N/A Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. ASD and 4'-0" for +125, -130 p.s.f. ASD for sections 1, 3, 4, 6, 7, 8, 8A, 9 and 11. See sheet 10 of Evaluation Reports FL11968 R1 AE EASTERN METAL Product evaluation report drwq 11-224.odf Created by Independent Third Party: Yes installation drawing for other spans and pressures. 11968.3 24 Gage Galvanized Bertha Steel Storm Panel (2.25" Deep)- Non- corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection. HVHZ - Drawing Number 11-223 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL11968 R1 II EASTERN METAL DRWG 11-223.1)df Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Design Pressure: N/A f Other: Large Missile. Max. span is 9'-8" for +30, -40 Evaluation Reports FL11968 R1 AE EASTERN METAL Product evaluation report drwq 11-223.1) Created by Independent Third Party: Yes p.s.f. ASD and 7'-2" for +70, -80 p.s.f. ASD for panels mounted without "H" header. See sheet 4 of installation drawing for other spans and pressures. 11968.4 ill/4") Clear Bertha Storm Panels (2 - Drawing Number 11-220 Corrugated Polycarbonate Storm Panels retained or not by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Installation Instructions FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- 220.pdf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 10'-0" for +28, -28 p.s.f ASD and 4'-0" for +105, -110 p.s.f ASD design load. See sheet 3 of installation drawings'for other spans and Evaluation Reports FL11968 RI AE EASTERN METAL SUPPLY product evaluation report drwq 11-220.pdf pressures. Created by Independent Third Party: Yes http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf7EcLXl ecjxU... 3/26/2012 GEMERAL NOW I. STORM PANEL SHOWN ON THIS PRODUCT EVALUAnov DOCUMENT (PAED.) HAS BEEN VFRLF7ED FOR COMPLANCE W ACCORDANCE W M THE 2010 EWM OF THE FIORAA BULOWG CODE. THIS SRAM PANEL SHALL ME BE INSTALLED AT HIGH VLIOCITY BURR4 NE ZONES LANAI -DARE / BROWARD COUNn£S), . DESIGN WHO LOADS SHALL BE DETIDUWED AS PAT SECTION 1609 Of IHE ABOVE MENTIONED COOS. FOR A WIND SPEED AS REWIRED Or TH£ JLWSDICTTON WHERE THESE SHUTIERS NHL BE INSTALLED AND FOR A DIRfCROFL " FACTOR Kd-0.85. USING ASCE 7-10 FOR MSTALLAWNS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAGM()M (ASD.) DESIGN PRESSURE RATINGS WOXAMO OR SHEETS 5 THRU 9. M ORDER •RT WFRLFY THE ABOVE CDWfl=,, ILA4AIE DESIGN WAD LOADS DL7ERMLNfO PER ASCE 7-10 STALL BE FIRST REDUCED TO A^.,A. DESIGN WHO LOADS BY MULDPLNNG THEM BY a6 IN ORDER TD to COMPARE INESE W/ AIAX. (ASA) DESIGN PRESSURE RAnNGS MNWAIED ON SHEETS 5 THRU 9. IN ORDER TO YwIFY THAT COMPaems AND ANCHORS ON INS PXD. AS TESTED WERE NOT OVER SIRESSED, A JJX WORFASE IN ALLOWABLE STRESS FOR WIND LOADS WAS =1 USED IN THEIR ANALVM A DURATION FACTOR C0-1.60 WAS USED FOR V£RIHCAAOFI OF FASTENERS AV-WV00, NORM PANEL'S ADFOU4CY FOR IMPACT AND FAmur RESISTANCE HIS BEEN VERLRED IN ACCORDANCE mm S mm IBO9.1.7 OF WE ABOVE MENTIONED CODE AS PER AlL REPORTS / 0121.01-98R, 1-0329.01-00, / 0525.01-00 AND /OS12.0f-ICJ AND V61Z02-04, AS PER SSM 12-99 STANOWD. 2. ALL ALUMINUM SHEET METAL PANELS STALL HAVE S032-HJ2 OR JDO4-NJ4 ALLOY. J. ALL ALUMAVLAU E7nWIoNS L B£ ALUMINUM AS WN 6063-T6 ALLOY N TEMPER UNLESS 07HERWIS£ NOTED. STORM PANEL COMPONENTS gSRA70E0 PLATE ANDQ SNAP CAP ARE MINI` PETNORIO. 4. ALL SCREWS 10 BE STArMESS STEEL .,04 OR J16 AISI SERIES OR CO1RR09M RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 A31 TIELD STRENGTH AND 90 Ixl MAKILE STREMOTH & SHILL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.J.J.4. S. BOLTS 70 BE ASTM A-JO7 GALV"ZE0 STEEL OR AM J04 SERIES STAINLESS STEEL. WITH 35 ASI MINIMUM TIELO SYNEAGTH. 6. ANCHORS TO .WALL SHALL BE AS FOLLOWS: (UMESS OTHERWISE NOTED) (A) TO WSHNG POURED CONCRETE - 1/4' 0 TAPCON ANCHORS As ANNWAFAClumo BY LT.W. awLDEX 1/4' 0 CF TAP -GRIP ANCHORS (BERIMA STUD-COIV), AS MANIIWACWREO BY TRU-FAST CORPORATM. - 1/4= 9 ZAAE4C HNUN ANCHORS AS. MANUFACTURED BY POWER FASTENERS, HNC - 1/4' I x 7/8' CALK-M ANCHORS OR aca m0N h lem0T0 'FANEUOITE' AS MANUFACTURED BY POWER FASTENERS, HNC AND ELCO CONSTRUCTION PRODUCTS. RESFECTIMr - 1/4- I x 3/4' ALL PDINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POMIS SCREW. BOLT A• SPECALTY COMPANY. NOTES: A1) MN/AIUM EMBEDMENT INTO POURED CONCRETE OF TAPCON Awwfts IS 1 J/4 ,. FOR ZAAOAC N4B/N ANCHORS is I J/B .• FOR ELCO PANELAOLIE ANCHORS IS13/4' AND FOR CF TM -MP ANCHORS IS 1 1/4' A2) 7/8• CALK-W ANCHORS SN4U BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMREDWAIT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD SRICLIO EXIST AND 1' MIAWLAM FUR WALLS WHIN NO STUCCO. AJ) MINIMUM EMBEDMENT OF 1/410 x J/4' ALL POINTS SOLID SET ANCHORS SWL BE 7/8' INTO IHE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHILL BE PERMITTED. 1/4- 0-20 S.9 MACHINE SCREW USED SHALL BE 1 1/2- LONG MIN.IJUM SHOULD STUCCO EXIST AND I ' AWAIUM RJR WALLS WITH NO STUCCO. A4) IN CASE IMT PRECAST STONE PRECAST CONCRETE PANEL$ OR PAVERS BE FOUND ON THE EXISUNG WALL OR BOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MMN STRUCnME BERIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A)) 3 A.2) ABOVE- (9) TO EXISTING CONCRETE BLOCK WALL:' 1/4' 0 TAPCON ANCHORS AS UWUFACTUREO BY I.T.W. BUBDDI.. W O CF UP -GRIP ANCHORS (MINA STUD -CON). AS MANUFACTURED BY TRU-FAST CORPORATION.. 1/4' 0 ZA.WUC NAUIN ANCHORS AS MANUFACTURED BY POWER FAS/MM, INC. 1/4' I x 7/8' CALK --IN ANCHORS OR ELCO rtmHO h lem0l0 'PANEIWTE' AS M NUFACMED BY MOWER FASTENERS, INC. AND ELCO CONSMUCBON PRODUCTS. RESMFIVELY. 1/4' • x 3/4' ALL POINTS SOLD -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW. BOLT A: SPEC14LTY COMPANY. - 1/4' I RED HEAD DYNABOLT SLEEVE ANCHORS AS WNUFACWRED BY LT.W. BUADEX. NOTES B.1) MAMUM EMBEDMENT OF TAPCOHA ELCO PANELAATE, AND Cf TAP -GRIP ANCHORS INTO CONCRETE BLOCK UNIT STALL BE 1 1/4 j 1 J/B' FOR LIUAC NWIN ANCHORS AND 1 1/8' FOR RED WAD OTINBOLT SLEEVE ANCHORS B.2) 7/8' CALK -IN ANCHORS SHALL BE £MIRELY EUBEWM AVID THE CCNNCRETE BLOCK L27r. NO EMB£OH£M LHTO STUCCO SHALT. BE PDWff ED: 1/410-20 SCREWS USED SHALL BE 1 1/2' LOW WNINLW SHOULD STUCCO Dar,, AND 1' MINIMUM FOR WALLS WITH NO SR,CCO. B.J) LUN/NuM EMSEDMFJVT OF 1/4 % x J/4' ALL PDINIS sOLv-SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK. NO EMBEDLIENT•1NTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 //2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MIMMUU FOR WALLS WITH NO STUCCO, 0,4) EN CASE HAT PRwAsr STONE OR PRELIST CONCRETE PANELS BE FOUND ON DIE EXISONO WALL, ANCHORS SHALL HE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHAG SUrBL PANELS ANCHORAGE SHALL BE AS NWATED ON NOTES IN A1) AND 8.2) ABOVE. (C) ANCAMS SHWl BE INSTALLED FOLLOWING ALL OF THE RECOWA MnONS AND SPECIFICATONR OF WE ANCHOR'S MANUFACTURER Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WSTALLAWN DETAILS SHOWN ON SECRONS I THRU B (SHEET 3 h 4 OF 9) EXCEPT THAT HEADERS J, 4 h 5 WALL NOT BE USER a IT SHALL BE zur RESPOAmsuTY OF THE CoNTRACTTOR To VERIFY THE SOUNDNESS OF THE SIRUCIUBE WHERE SNUITTER IS TD BE ATTACHED TO INSURE PROM ANCHORAGE, TMS sNumw SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD F77AM£ .BUILDINGS. 9 THE INSTALLATKW CpMWCTOR IS TO SEAL/CAULK ALL SHIITI£R COMPONENT EDGES W WN RD 41H W CONTINUOUS CONTACT W17H THE &&&No TD PREVENT WMIO/RMV anwsm CAULK AND SEAL SNUTTER TRACKS ALL AROUND FULL LENGTH 10. (0) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORM ARON FOR A S17E SPEC07C PRatECT,• La. WHERE INE SITE CONDITIONS DEVIATE FROM THE REA (E) CUNnmm TO BE RLSPONSLBLE FOR -THE sELE7:TTOM, FtM WE AND Wsix AnON WaUD4'IG LIFE sow OF Il4S PRODUCT, .EVLSED- ONL THIS P.ED. PROVA£01NE/SHE DOES NOT DEWVE FROM THE CONDITIONS DETAILED ON 171S DOCUIlENr CONSTRUCTION SAFELY AT SITE IS THE CONTRACTORS RESPDHSIMUTY. (0) TIES P.E.O. MLL BE CONSIDERED INVALID, IF ALTERED BY ANY MEANS: (d) SITE 'SP£CRW PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER CAR ARCHITECT WTOCN MIL 'BECOME IH£ ENGINEER OF RECORD (£.B.R.)) FOR THE PRoJ£Cr AND WHO WELL BE RESPoNseak AIR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACENC AS A DEIEOATED ENOWV£E'R TO THE AEA ENGINEER, SIUILL SUBMIT TO WS LATTER -WE SITE SPECIFIC OHAEWNGS FOR RENEW (S) IMS PREPARE[. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESWHAL ENGINEER OF RECORD TTAT II- SHU7TEJR AANU ORMERS LABEL SHALL BE LOCATED ON A REWILY VISIBLE LOCAnON AT STORM PANEL IN ACCORDANCE WITH SECTION 1715.8.3 OF ELMD4 RULOWC CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPEN&W. LABELING RT COMPLY MrN SEOnON 1715.8.2 OF THE FLORIDA BUILDING CODE \-DENS�����'; o.. STAOF + FC0,(,*'-.ORIDP OPOII rxnxv. xxw IL E C O TNA . EASTERN METAL SUPPLY INC 47Q6 ALL) Amos &%C Jr TESRNO ! Vl0WT M COMPANY NEST PAtX TXRCL R .15107 ws an0tel- ,ww,/ Ba y u,w P/MgVFe (s61)1ou-e741t fA): (segaf-7716 ca/ac/A.a awwN B,: Ir/pe/11 11-222 OR-WM No OW17 1 W Y It - f ' (mrX M10/Rl ".Nt c x' 1--?.1a3-1-401'--4—a. C a.170'— 0.B13' (70rAL w1m) 0i7=TW =I»1—_I esoo• 1800 R123' I ra As.rnleW(pW Jas 9 11 I--a.las•4 a.a30•— T.391'— Q " HEA 13.119" M AL IMW 9, 110• (mrAL *we j---rzaoo• mt wrong--_i I—aaee• (amar xlonp -I 1.soc• 6300' f.500• f3W' 1.300• e.500' 1.3a0• �.eauCul' ) I 17 As.NrrWfl J 11 I 1 I"21r3•�ys9J•—I-7.,as'� �—a.laY•-' fQ FULL ALUMINUM PANEL W,10 HEMMED EDGES (HALF ALUMINUM PANEI L�/O HEMMED EDGES Q STOR_ M_ PAHEL sour: Ile • 1• .J7e' �I 1 r e S 1 - (2.flc9• .�AMMLW c�'d� I m. R.1a3'a0'0'0 Slt/DDED ANCLE srwtr , .yb' - r• esa,-n A.M1 AMeY .een• >i .W ® K€V HOLE WASHER JrW_Klee � rJer scut, .H-. /• O la" aQ Q �woDEn PLTE laic-n Auer seuE r•, r• .rae• a.le3• R/Ars• M IJ73' �• 0 7)P ew-m Auer scut r• � r• © J' AHOLE BUW OUT r I. -.o5a• au2 .o9J• DETAIL 1: w/ DE asr zwc NICKEL PUIED wwc N71T WILD OUT reurrlp•-,• il'-HEADER scut r ye• - P .13s• .1R3' .me . � � � � .rse• R �. � .090• � R1 • .095• r� 4 'f' TIEJICK SIC srN' .-,• srwr :..ya•- ,• erwr. Jp• - I- er0 J 1 AJ1Y F7 .di:( kd mare,. 9 MW NO E AT P IiNn © KEY_WLEK AT PANEL (OPMN TO 12) FLORIDA BUILDING CODE Non HI h Velocity Hu one Zone 02011 Z=W,, eta 0.050 BERTHA-AL#lNUM STORld PANEL i.e./ai/A.& 2.25DEEP) auwll er EASTERN METAL SUPPLY, INC ' DAM L E C 01 Nam. ,,,, wtsr PAw BrAC7{ 7t um7 1'/N7JYE.• (s3!)a03-310.T, iAK (S311s11-17J0 mRa a n+mN'ranlc cowA/1r � a. s Jo; n .urae ,�egenaan .�'. ( sr-rsN 1 1-222 e:a � eoons ra � r eou�r rr EB-00037J9 wAL>EFL14CA 7K1!l.1: PE Old1FAM No m m-rer ys,n 1 , sHEFl /A Ar' 8 n11 /Y. NJ67 TOP TRACK £E COMPONENTS SHEET 1A OF 9) o^i O �2 O W Z U a p CONCRETE ANCHORS (SEE SCHEDULE) wx. 1 Mh. STORM PANEL TYPICAL ELEVATION � (SEEOCOMPONENTS SHEET 1A OF 9) ,�+' �P, '•' ' '• `/T �� � �,�cENs'••.• �9 _ �� ;. SCALE ; 1/8" = 1' • Q , �•�-1/4•' Max. GAP I I/4'-��E�,S���AIDP..•\�k�cQ,`'� �• MaxMaxGAP-.{ �' �NAL ENa' TrP FLORIDA BUILDING CODE Hon High Voloollby,NMrrloone Zone) oJoil mam wr_ 0.050" BERTHA ALUMINUM STORM PANEL (2.25' DEEP) AM" Br. SECTION A —A r 1L EI C0 12/Byll EASTERN SUPPLY, INC a68 yr, SCALE: 1/8' _ ! •• IRVI resrmw A' EIW/NIER/NO Cpd/PANY Nss xK .Ana A. tr ]Gi 1w9�1 CImDA: n A11N Awe.: 1iYJ111-IS10. �IMET #W P•� Mai. & •ua7 i T �Z22 PIICtE (SQIJIB9-MO.; FAC (SEIJB{i-1)1! r t IYaAII-1971 [8-P rt ► A®s ry m M msoti ADRA% C No svl? • W WALE? A Tillff J: P.E R6R/L11 Lk-NIB7 m a -in � SNI17 2 OF 0 rAwaa tuNc wN Am fLAD TAICOAM 24IL/C NNAY IaD /FAO / IBWE Cant DY -M,, a CP-OP/P, OWf-w pt • LtTN.f .W4R(E DST. =-I fl]N{FPArlL.W1F 8 LSLE SOEDUE fDP ) CF 1AFCflP, GIK OR ME SOMME RJR SPXW) n E010 ILYL/Fn E P R POURED _I A/A�ues (� ,GP 9Md4C --j fXWCREIE C O r I I RRE RE REw-ww Q W I Rl R£W i I W 3 Cont. I . I � I !' MWARIN SEAlMWN TO I 1 I 1mwmuN CLASS I SEPAMT" 10 I Ly SEP"!LASS '° CLtSS �f Bd., KW/7/Blr• �{ -9, r-WB AVT 9 , V f2 i BOLTS wj 7/e/i• / J/J2• 2071 JNO NUl e /2' 0. C. I/ POcvlanE ORM OR ca%VWE W I CONCRW p ti OR T WOVE cad. BLOCK 6 TAsc+ays at MW SOW -SLY REO(/NED Cenf. CLPDaVS )AINC NNR1 A'm IEAD lA1NC NVRG Am IF.ID OMM�CIT, DYNIDD[l, d' /AP-SfPF, GtK-N OR pq TAfr97N:L 7AWe "NNN; fi® NEtD NCR Cant. wMCKwS//L1WE-1iV10WR `I Na/, CFW-QPl; G11K-N fN A7CltlPs LSLE SOI[DIAL {UR sal (Sft SUDDtRE lm &Va) AIIY1Mt / /LtfAtE /izrtlAtzzL W SOfMZ.lW SIAMW) SECDON ® ANc)roR WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE : J/e• _ 7, SECTION 3 SC*E : J/B• _ E- I 1' MR4tuN f /� • %wo NOT ERAR4MV M- I 6 12' 0./G CLASS 1 f1PoSNE0 WALL I (W/ _>) I IW 714 ij W OR Ca%VfiMOAMCR67E Off E�. ;� BLOCK WALL I 12�' O. BLOM MALL1 REW/REOMOWED I — _ SEC77ON o s7uD WALL MOUNTING INSTALLATION SECTION I SULE : J/B' _ r' WA4 "O'AV WSTz1MIDNY- SECWN12 (TOP) Samr MR SPALIC) WALL MOUNTING INSTALLATION SECTION 2A ScaE : J/B' _ T' E. D. - EDCE DISTANCE (SEE SCHEINR.E ON SHEETS 6 D 7 OF 9) NOTE FOR COUBINAWN OF SECWNS 8f &IF OOR/CUUNC NOUNNNO S£CDONS CAN B£ CON87NED IN ANY WAY TO SUfT ANY WSTALLAWN. ^o '. STATE OF DYRir'.1L . CF rA/-GW.. C"-N !M \ -O COnf. ANCt m.ur im sw4m) _ 4 Cont. POLWED I �RREX W I I I _ 1' M S&IMAIM GUSS To w / a 6 ;T £ a C' w/AC Kul I T 1 � ®CanE C PWRm � W OR COACREZE BLOCK -NU REOIRREDN1/A' I-20 N. S. W/-NUT-9 12a C. OHLNOl1. up -a , CYX-N QP 11 cant. Aim TnEA[F 77WFIWR .(SE£ SbffMf FM SWM) BUILD OUT IMST4LLAVON SECTION 4 SCALE: J/B' 02011 nRcq Na 0.050' BERTHA ALUMINUM STORM PANEL L.a../wr/A.a. (2.25' DEEP) "IN Rrt STERN METAL SUPPLY/ INC 12/W/f f IL ECO LAW LNe. aRnE �2DD Mal SANG I LNafNFSRlNO COMPANY (EST PAL- F JTAO7 N a, rr .m uaaw n nNe fmJV!-ran. {d z (.wJm1-Wz f3rone (Sa1J209-e2ex TAa, (se1)Nf-n/e M A 1 t -222 ®-OOOD719 w m,� �r et r rrorGr !vr CPAµ7R by WnA A Taut J: 97P.& R4mp1 Lie. NI67 t mat-tir _ _ A . SNE[1 J OF 9 Cqo EE// IO Conn PAIIWIA�NJ7gAS�E �i• I-20 S S WCMNE � �ExiF faf SfiCwC) SC)lIDfA£JOi -- O Ja W/Dt h WASHEW I Yln. REOU O COACRE7E RED ROUND MLIRED R W I Ni I S I Cad. I 1•MAIMWF ' -SEPCLASSARAWN TO WAMM I �Iuu SEPARAnON TV I / � OIASS t>b1T5 W/ 7/e r J/�a• L7ERM41r 120. C, EC LOCI = g Cant. I 71",I 1 • N:n. • AL�h. '-AG//L RED f4• /-10 S: S iNCIi/NE pr O/1YA O' NP�RP, 12w/ r d1-WASHER a-LaLrr IDIur o • o. C. WIL'D OUT INSTALI.4776N — SECTION 5 snuE: J/R• _ ,- I 1 1' AOA41247I 1 SFP CLASSN TO LtSS I 9 c"t. I ROLTS w% i/Ari' I 17 O. I1T1A9-NUlO I. J. I I l.oaD CNA-rI O.P E711n � E. D. NRIICAiF ANIJAWS 201E roa SPALy.C) RZOEmm CONCRL7E FLOOR MOUNTING INSTALLATION — SECTION 5A srv.E : J/D• . , - Ahtllt//E�� (SEE S(JtfD1AE JY]P SPACir1) E. A- r £. POURED CONCRETE aEDMEREo � rl•i;l I.I j; I I ALiEPMTE ^I LEG LQC4WN ' S Cone. 9 ConR I I Jli' I J/Ja' waV Mlr o I t a• D. A 1'AWAHUM SIFA� To - I L I I ' a -20 r J�i•- fiIXTS W/ 7 e r NUT•O 12' 0. C. J/J2• W1me T O /a D. C. T i d = � I RLa�aD II i 2� (see saIUILE /o7-S1NfJ1t/ E 0.-7 CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE: J/e•- 1' E. D. a EOCE DISTANCE SWEF 6 & SEE SqwU OF 9) 7/e! NIH9 hur DULY APP/C1&E AT UUZ PANELW IF".) GQX-7N ALL Mll -SET OA EL[.0 AN PANEL,WTE ANt (SEE FOR SPACMC) A= Ocvrtt AXLL yj I I REgA'RED � I I I I f I 1' SEEUALASSS RAWNI TOI �y I � tA L� I OR Cocr3or j � I I I I ° I Is I ' Rt I I Jam. I ._ GLX-1K ALL POYRS SOW -SET oR-,--� ' ELCO ALALfYALLLLLl< PAAELLIAIE ANq/0RS (SEE SCHEDULE TOR SPACMM) • PAYEIMVW AxJY S I E A MMAE nW SPAhW) CEILING & FLOOR MOUNTING 'WALL MOUNTING INSTALLATION (L)I M. INSTALLATION — SECTION 7 — SECTION 8 SCALE. J/B' - 1' SCALE: J/B' - 1' ROTE FOR COlamUoN OF SECTWNS : 1/L1,Itf� A. TitC/�___ COMWNW INElliNG ANYWAY TO SNT ANYTINSiALL ov ��'1 ��: '�\CEN,S''•�9' %�-rs�ONAL �NG,1'i. SCREWS US0R a T OO16 MAY DE 1/4%-20 WE rfA7[®/ a 1/M-70 !BUSS HEM BOLT • S'D£ WADE ROLLS ARE J/1%wJ/327)LCK HEN NALT9N£ 5CR6Y w/ EEACIN As PER NOW Aa a S2 (SHEET r). • IRUSS HEAD OOLIS ARE 1/2%rr/a' MCK wm MCMWE SCREW W/ LIMIH AS PER AOnS A2 A2 (SHEET r) TL.UIOLIA rwINfNG CODE Non HI h Vefocf Hordcone Zone o2D11 mrcco, nu; 0.050' BERTHA ALUMINUM STORM PANEL cc./ALE,/Aa (2.25" DEEP) Daum/ en EASTERN METAL SUPPLY, INC "DAYE- 1 L E C O INC. 42M ,YLST Ro1O5 oax 'JT TESTIND t [NOINEERJNO COMPANY 1[ sW q s. •us neaw wfrA6 q w4 . EmY+ ISfO . fa e ( A)I-ISiI /'EST PALM BFATJC !L JJI07 PEKWE (SE7)a09-E2G� rAIC (SAIJd1!-1710 f f �222 E)1-O"719 WALTM A- •�^� •�+ A111 A• Iowa I.r Ag4W O N. ROAY6A SNLE'7 4 1 9 POURED CQW:RFIE II O OR YARA'S J' CONCRETE BLOCK WALL REOU/AFD 1-� II % FOAM CONCRETE APOURED 09 �" \ /"' � N N CONCRREE/EaAREO I COACf7t7E ?SOO' LRn. COVCRMANCHORS L'� II VARIES J. va Ly u R£OURm ALWAYS c r= j�—OOR®ORO 1.000 I - f CO. Ai1m.�AtKLLE -m ALLOY ' ?• Mat \ \ h ©� ®� O ?' x ?'•x .055' - ALIFRENIE LEG LOCATION OR ® 'xm. ANGLE OR OR.W m � OR .OBO` 3103-HI34 SHEET UETAL AExrr. Y1' I BOLT t' x 4' x .07T' BENT PUTE W/.lICKAYJT Conn Akm. A E 0. C. J105-1914 OR -76 ALLOY CASE A (P/on ) SCALE: 1/4 • —� -GA SE B ft a ) -CASE C(Ploo ) SCALE. 1/4' 1 ` SCALE- 1/4' w 1 END CLOSURES ncreu s MAXIMUM A S D DESIGN PRESSURE RATING (p,s f AND CORRESPONDING MAXIMUM PANEL LENGTH -IL- wDE� CONT.SCHEDULE FOR A GIVEN PsffalEL SYSTEM WALL (OPEN PQ nmw+) REr)LY FED . -UAX7UUN A". L1ESIGN PRESSURE RAIINC At... PMa LEAWN L (H.) MOL'45 W T •HEADER J YOUNTNC W/ T• HEADER QJ WALL MORR77/A'C W,© CaUPW ll 4 h +30.01 -J0.0 12'-11• 1-•i"+30.0, ' ' 112'--101' 35.0,-40.0 2_O' 12'-p• I +40.0 1 1-2" 17 •_2. +45.01 -50.0 1p•_71 +30.01 -55.0 W-p• 74- tp._ p. +60.0, -65.0 g•2• 7'-1• +65.0. -70.0 g•_g• 7•-2• 8'-9• +70.0, -75.0 8'_6• 6'-8' 8'-6' +75.0, -80.0 8'-2' 6'-J' 8'-2' M.ZEt ARNIMUM PANEL LENGTH IS X-0" WCON ANL7KLQS OR ALL POJNT SOLfD-SfT (SEE SCf:El FOR SPACRK:) / - I I + Et77i SNAP GP 6'� TO REY1At ttOSm Ai �y � l/!RRLC.U(E-CONOlO0J7S. COAT. � I I-W"EM 1 • AMMUM I S70 CLASS TO cu I 1 I COW.. 6 P01/Rm d I I � CKE7E BLOCK BLOCK WALL. REO R iUMKO BcocK — SECTION Q STUD WE REOWRm TYP. TOP/BOTTOM TAfCON AACJA7RS 6R ALL POW SOUR -SET COM.. (SEE SChWULE FOR SPACING) WALL MOUNTING INSTAL (OPEN PoTJRON +) a TIOW SECTION 9 SCALE : 3/8` - 1' POURED CONCRETE CONCREIE BLOCK OLE RFOtxRED 6 x J• x .00J' JJOS H-it OR 6OBJ-lit ALLOY Cont. Alum, ANGLE W1Ot AWWRS O 12. 0. C. ^. 1/4' CASE D (Plan) SCALE.- 1/4' - 1' POURED CONCRETE r-1.50 (R WWAALL R tt � EO•o) CASE E (Plan) .........RA. -p1"-- x1NA SCU& 1/4' _ 1' ,,, ••• T)PEN Po5f710N +) • �E1Y Gy�` FLORIDA BUILDING CODE Non NI h Veloc — e7011 nlEM MCC 0.050 BERTHA ALUMINUM STORM PA AAAA04mt /A.O. (2.25' DEEP) ME m Br EASTERN METAL SUPPLY. INC "a4M L E C O 47PEET G5 WE.,,6W9RN7 PHONE! (WO M-EMS FAX' (S61mv-1716 NO t ENGWE�PfNO COItPANY fr .ui rwarr Cam$ n .arse 7f-rtn 1 1-222 . r r (heleal-rSlr E8-0 Dm*" Nb n, w mn. ra erx w .a va x.a I7ER A !UlMR`/7 J: P.E ac arr•r � , SH[E! 5 OF B LCNYU [fe. 14167 M mW.ur<IlavIW 50. O PARR LAM LitY/lO/ PR A CATN ONL61e ID AS PER aR SNf£I , OF a .� L.I � _ 1 / 1 •.i I•i_ •I�/ a.;_.. ie EIi Fp I\ IV I I! ..i ;.1 / //- _ e .. .i IJ.1 AS.D. UWWAI AWHORS SPACING MR E 0. - J l/7• •• DESIGN PRESSURETAKNIS RAIZOG APPLICABLE t0 SECIXWE I A XQWA PANEL 7A161C IdA4tN REO ID. D T CALK-N Sot) -SET PANEL41AFES CF TAP-GRp (Pd•I,) LENDIH to iroNwLle TOCON&,W to lb MISOIRY falGVEre xAmlcer CONra/f MAMR.y CpCRl7E LLASV,Tr G]NGPLIE 10 uasaRRr To Ca%mrw m utoWr OF nlEu 12' 10' 12'++ 121 12' e' 12' 12' 12• 12' 12• 10 -r/2' 1, (Bormu) 12" !0' 12'++ I2• 12• B' - _ 11' 12• 12" 10 1/2' 2 (BOTTOM) 12' 10' 12' + 12• 11' B• - - 1. 1?• 12• 10 i/7' TA (d7l7OM) ma,-400 /2' - 11'++ - 17• - - - 12' - 12, + - J & 4 (TOP) e'-0• OR 12' 10' 12' I?• 11' e• - - 12' 02" 12' 10 1/2' J (BOTTOM) OR LESS 12' 10, 1. !?• 17' e' - - 12' 1?• 12• 10 J /2• 4 (80TTO,) LESS 12' - 12,+f _ I2' - 12' _ 5 (T0P) 12' Jo' 4 12' I?• 72' 12' 17• 10 1/2' 5 (BOTTOM) 12* 72, - 6 (!Op) 12• _ _ _ 12' _ _ _ 12' _ _ _ - 6 (Bo - /1"- - 12'M- 11• - - - 9T' - - - 12• - - - - .7 (BOTTOAf) 6' 12 IY 72, 12• - - ew- rTaw 72 12' E' 12' + J2' f1' e• 1?' lY 12- 12• 12- 8 1/2' I, 9+(BDI)OM) I2' 12' I2' 12' 12' 12' - 12• I - $ B+(TOP) 12" e' 12' + 12• f2' 6' - - 12' 12• 12' S 1/2' 2 (BOTTOM) I2' e" 12'++ 17' 17' 6• - - 12" 12' 12' �6 1/2' ?A (--M) ,.tS.A -400 11• - 1T•++ _ 11' - - - 12" - OA 12- B' 1?'+ )7•• !2 6' - 12' J & 4 (top) - 72' 12• 8 1/2' 1 (BOTTOM) lE35 12' 12' 12• 11' 12' 12' a II2' 4 (BI07ro14) To I2' B' 11' 12• 12' 6• _ _ 17' 12, 12' a I/1' 5 (BOTmm) 12, - - - 11' - - - 11' - - - 6 (Rap) 10" - - - 10' - - - - 12- - - _ 7 N 7 (BOTTOM) - - - - 12' 6' 12' 1T 12' 12, 9 (TOP/B07/0M F EDGE DISTANCE it1 m DESIGN PRESSWE RATNG M MUAI AACIMRS SPACMC FOR E. A - J 1/7• •• APPLICABLE TO —17ONS / A COUBMI)VA A.FJf L11IBR6 PANEL LOGIN %• (JI.) TAPCAK Z4UW RED N1 =r C'�'r-N SLY)-5L7 I PAIaMMS CF TAP:Z; cuwiww /Kwwr COArRl7£ itlSdE7I OWORE7f UIlawr COkCROE 1LlSLN7/ o0VRL7E MATOWr D&49 1f UASOW 11' 6' ++ I2' 12' 12" 5' 12' 12• 12• 12• it 1/2' 6 1/2- 1. e(BO77ay) 12' 6' - 11'+ - 12" 12' I2• 12, 12' - f1 1/2' - 1. 9F(TOP) 17' 6' 12'++ 12- !1' S' - - 12' 12' 11 1/2' 6 1/2• 2 (8077OW) 12- 6' 12'++ 12• 12• 5• - - M' f2' It 1/2' 6 1/2• 2A (BOTTOM) IIJ14 -40.0 eR 12, 12' - 6' 12'" 12•++ - 12• 1. 12' - S' _ - _ - 12' 12• - 11' Il II2• 11 1/2' - 6 1/7' J A 4 (10P) J (B07TON) LESS 12' B' 11'++ 12' 11' S• _ _ /2• 12' 11 1/2. a //2, 4 (BOTTOM) TO 12- 12• - B' 12'++ 12'++ - 12- 12' 12' _ 5" - - _ - IT' 12' - 12' 11 1/1' 11 1/2- - 6 1/2' 5 (fOP) S (BOTTOM) 12,-);, e (TOP) It' _ - _ e (Bonvm T - — - T 7 7- - - - 7' - - - 10• - - - 7 (8077m) 12- 12- + ONLY rAPCON ANCHORS -OR ALL P01NT SOLID -SET ALLOWED FOR MOUNONC SHWN 9. ++ ANCHORS SPACING DALY VAL40 FOR ZAILMC NAILIN. • SEE SHEET 8 & 9 OF 9 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS INTO MOOD FRAME DU9&AGS. LAIN/MUM AND40? SPACINGS ARE VNJD MR J 1/2- EDGE DISTANCE. FOR E D. LESS THAN J 1/1; REDUCE AAY9MR SPACING BY Ml1LRPL71N0 SPACINGS SHOWN ON SCHEDLIE BY THE FOLLOWING FACTORS. (Mtn. E. D. fOR CALK -IN ANCHORS & ELro PANELMATE 5 2 1/2 . AND J 1/2' FOR SOLID -SET ANCHORS). ACTUAL E. O. FACTOR TAPCON avac NVN /O7N/ROLT cNx--W Sow -SET Cr rAp-mp .78 1.00 2 1/2- - .7J sD - .80 2' - .50 1 1/2- .J5 02011 DL/EC0. NC. CODE AST/���r 10'•. STATEOF S70NAL�V0 ,III' t,.Za uccr/ Maw ar. IL E C O .Nc. EASTERN METAL SUPPLY, INC "aro" ,249 MIST lA>Aos aen4: INNO A fNo1NEER/NO COUPANY �fSI AfIM BF.ILYL M1 S1,O7 ,.,a1.,a.da Mv,� 0umeas n I'm, PHONE* (SeI)ao4-e2u Our (seI)e,l-n1e 11-2Z2 ZWE1 a or 9 ALTERNATIVE 2 1' "mmw I 1 SEPARAOaR ro- CLASP T/s• r-20 , r6QLTs W/ lS WAO 7 r2'a c. 7 cant. dW9' 1 { % LAD SCREWS O 6- 2- O.G W// 1 1//22 Min. • ,ROWIDIM OF PIATE. ALTERNATIVE 3 ALTERNATIVE 4 1 • r 2' r .125' (&L) ALUM. TUBE W/ 1/#- LAO SCREWS -O 6. O.G W/ 1 1/2' L ' TH AEWW PENETR1TpN TO east G WOOD HE,10M � i J cant, HE.IDER I / � fro I � I '4'SCRM ITW I I T • 60D I 1/{' 0-20 r �T / + J/.71l fS, A/ d EYFRY S7UD O 12' 0. C. R LU 1) 1/4" 0 L49 SCREWS O STUD, 3' MM. W/ 2' Mh. ITlRUDED PENER INTO EX15" S111D. ALTERNATIVE 5 WALL MOUNTING INSTALLATIONS SECTIONS A score ; 1/4' _ ,- r/F- 0 LAG SCREKIS O 6' O.C. W/ 1 1//?' Mn. 7WEAOED PEMFiR1WN 70 rnAW HOOD NFAOER Gm. a60o ,w,. Cool. RE"I I T g TO --SEPAPAIMN I � GLM 1 7/4' 0 r J/I' L7W BOROEX T m 5CRm O 6' ox j �!s" AII�•I / I ��•�+ � 1/4' A LAG SCREWS O 6• aC, W/ 1 1/Y m.. THREADED PENEMI ON TO 6=0 HOOD H& ER. 0.250. a50o• "ft WOOO b � I I I q3 "''• I Cant. Gt --REDWREO R m I 1 $ 1' mpAwm4WN �a ro I I 1 O.d00' I I 6 Cant. 1 {• 0-2is W/0 . J I' ,T�/ N1NUTrO D f2 Cont. W/ W75 P T?' O. C. NUT # WASHER 1 {- / fAG SCREWS o- f'. {' r .125' (MTQ ; 6 O.G W/ 1 1/2- AGn, 6055-T5 AAnn. ]URE(CSnF.) -0P �T0 W. 121, 1/f' / 1, SCR61'5 O EACH 57tX/ (NIDWTDIN OF STt10. 2• A6n. NOMWLL) AND W/ 2' Altib DIREtOm P9.27RAIILW WTO EmIm STUD. ALTERNATIVE 6 ALTERNATIVE 7 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ,,,L�L•r��r�--- Wm-1 1. MTAMA770M ARE ONLY VALID FOR MAX. AS.D. DESIGN 'PRESSURE •RARNC.UP TO t65.0. -72.0 psT AND PANEL'S LENGTHS UP TO 9•-O. 2. FOR WOOD /RAA1E CONSTRUCnON: WOOD MEMBERS TO BE _SOUTHERN PIN£ No. ?, W/ SP£CIP7C DENSRY CF 0.55 OR EQUAL FL NOTE FOR COMBINA77ON OF SECRONS., e201r rxacw iuC, WAIL MOUNRNG SEC17ONS GiN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA710M IL ECO.N. EFt A. 7'I(!/j . LfSTATE OF '• * �� Fss�ONALTEN�\�''' � IILDING CODE Non High Velocity Hurrlcone Iona )50" BERTHA ALUMINUM STORM PANEL LQ/R.E/AO. (2.25. DEEP) DRAW or. EASTERN METAL SUPPLY, INC 12108111 CAM PH&W, ( 0W9 A2 APAW W04 c (33161)841-n16 11-212 rwao w LVtam H. om a -a, SHEET 6 W--971 r 1/4' 1 LAC SCREW O s' a C. W 1 1/2' l,h MREADED T�V rC Ensw WOOD HEADER. / 1 C-L 1-20 S S. BOUS O I2. O. G W/ MA d WASHER 1 l r•uxr 1 0,250• Max. I ! 5 Cont. ALTERNATIVE 8 1/4'0 LAO SCREWS o 4' a C. W// } 1/2 br 7HREADED PE!/E7RAlAH TO & S}BJG WOOD BE4M POSIPON •) _I/f' / LAD SCREWS O W/ 1 1/2• . 1 LAG SCREWS O C. W/ 1 1/2' 16h. REGISTERED ETpmmm? OR ARCHINCr PROR To sNU/IER NSTA LArlm. 9 I 1 ggg 1-20 r Jr4• S W 7 fi 1• N11dNUU i e• 0. a O� �•+ TO 1 �'-RAlowom RAT/O} &&AS� 1 L CLASS � W a 1 I 1 7/d• x Jv. O I I 12'O. 2' G 2• x d• Can4 1 I WOOD DECK ® OR p- 1, I-RECOM 1 rarf. x d- 1 V I //4. 0 LAC SCREWS O Uin 1 !n. Conti i 1/4' /-20 CO 4"" O ABDWA}N OE PATE. 0.500• AUEVM I PANEI.AW O I2' REC(RRED _ O O, a W 1 7/e' 0. LEG C0UMN o On. r• 1 4• 0-20 x J 4• R,0E PULE (OPEN PoSlTIOY4 •) 1 4• / fAG SLWElYS O /I' / lAC -O IS W/ 7/B`xSTUD �i }• AOn. '0.aW/ 1 I �VAR. E 1 ! )ON. . J/ ; 0. C NUfO24.O, a I- }ryRFAOpP P OREW1YlED -1/�• 1-20 s NLaocrs o1 ALTERNATIVE )' ALTERNATIVE!? a C.W/ MIT d 1 1• u mUN j \ 1 QonL HEPARATTON `soalisxrm Rfifln 0) To cIASS CONS CEILING & FLOOR MOUNTING INSTALLATIONS (2) 1/4. 1 LAc u,TEWs o ALTERNATIVE 10 1 I EACH SMD (IBDITArH OF WNG71a, x U a SECTIONS 8 SULE : 1/4• . !• STUD, 2' Arut. 71Y1UDE0 WIN, NUT O ALTERNATIVE 9 PSE7JE,RAnArAo EE2**T101A I EA STUD ® ',,,r/,/„iiry,,� 1PF LL 1JONro d�'•(EFR A. WALL MOUNTING INSTALLATIONS WOOD Nu° Aar • ,�' P ............. PLATE r. ��,,Nit SECTIONS A seuE: ,/4 _ , 17EQL"PFD (oPEH Posrn,H) �� 441W - NOTE FOR coErLar4+TwN OF sExrTonrs: SECTION ® STUD TYP. TOP/BOTTOM ' -o : L� �! f �4 ALTERNATIVE f I ;moo •. STa of L;17ME0 WL WAY TODSUI7 ANY ENslAC1A7d0NMONS OW gE L EN��'� !1,1`, INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ,,, lNG CODE Non N) h Ve%C llurr)eone Zone 02011 l22LY: 1,C. 0.050• BERTHA ALUMINUM STORM PANEL La/A.E./Ae. No s: (225' DEEP) DRAW Br. /. /NSTALLA710NS ARE ONLY UAUD FOR AEAX. AID. DESIGN PRESSURE RAT= UP TO +65.0• -72.0 psf AND PANELS LENGTHS UP TO 9•-o' }2/u/Il EASTERN METAL SUPPLY, INC 2. FOR WOOD FRWE CD14S7RUCn0M MOD MEMBERS TO DE SOUTHERN 1 L E C O I N C. 425E NEST R01D4 VM- PWE No. Z W/ SPECIF,C DENSITY OF 0.55 OR EQUAL. —1 TENNNO d EININEEAWB COMPANY WTsr P•� LIOAC'tA n..A407 1 1-222 �+A. ,n. n.,q1,1Dy r.rAW n 41r P/}OK (se,)201 A2ei nllo- (se,�u-me Aw ; }spy ca-0 : (saA+r-rvr — s rWur r rr ORAWIA Na EO-000e779 NWLJFJP A RUT J; P.E. m a-Nr , SHEET 9 a B MR101 LLe. MIe7 ,