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80 NE 92 St (14)BUILDING PERMIT APPLICATION BY: FBC 2004 FOLIO / PARCEL # Architect/Engineer's Name (if applicable) N/4 Value of Work For this Permit $ /9 6o, Miami Shores Village Building Department 10050 N.E.2nd Avenue Mia Tel: i'`�° 'ate$ jUL DPBR $ Job Address (where the work is being done) G O 2 r t SE& Is Building Historically Designated YES NO Submittal Fee $ Permit Fee $ ;r/ r� ' Notary $ Training/Education Fee $ Scanning $ Radon $ , Florida 33138 56.8972 Master Permit No. Permit Type (circle)•/ Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Chi 15 (rry 11 Phone # 3c)5 3 9 40360 Owner's Address at () an AI Q; 4`` A / Z G City t 1 C o\ C t .�h(,,'E!S State F 1. Zip °)"3) 3? Tenant/Lessee Name Phone # City Miami Shores Village County Miami -Dade Zip 3 C!a11 Lias 3bq -G-3sU Contractor's Company Name C ' +i k'c. Phone # js 291 - -2Q Ce" (, Contractor's Address \'\ h C; \ ■ City tom∎„ State tL Zip `1 Z Qualifier Name \ f1 KI,,e Phone # State Certificate or Registration No. Cr< / 5 /0 - i' 3 D., Certificate of Competency No. CCF $ Phone # Square / Linear Footage Of Work: a (a 0 y4fkA4 Permit No. 0.- CY ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * F ees * * ** ** ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * CO /C Type of Work: ['Addition ['Alteration ew ❑ Repair /Replace ❑ Demolition Describe Work: 'IL. - 1 6 Technology Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: -7/W6P Plans Examiner Engineer Zoning (Revised 02108/06) cubck- 150 BUILDING CODE COMPLIANCE OFFICE (BCC()). ••� PRODUCT CONTROL DIVISION • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) Alufab Hurricane Sh ten, r 5:7 fi -?s 13000 N. W. 38' Ave. `> e ` `� • • • • Miami, Florida 33054 wL � 1 This NOA is being issued under the applicable rules and regulations governing the use of c nstr' cti at lai The documentation submitted has been reviewed by Miarni -Dade County Product Contro i. s o4 a ac cepte d by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other area Ire a owed by the Authority Having Jurisdiction (AHJ). I'I1is NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immedi revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: " Caribbean HV " Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No. 05 -122, titled " Caribbean I-IV Accordion Shutter ", sheets 1 through 14 of 14, prepared by Tilteco, Inc., dated May 20, 2005, last revision //2 dated July 12, 2005, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terininate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVER'T'ISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it snail be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03- 0317.04 and consists of this page 1, evidence submitted page E -1, E -2. & E -3 as well as approval document mentioned above. The submitted documentation was reviewed by Hehny A. Makar, P.E. °•• •; • °• • I MO WEST FLAGLER STREET, SUITE 1603 • • • • • • • • • • •• MIAMI, FLORIDA 33130 -1563 • • • • • • • • • • • • (305) 375 -2901 FAX (305) 375.2908 ••• ••• • • • • • • • • • • • • • • • • ••• •• MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING www.buildingcodeonline.com NOA No 05- 1110.02 Expiration Date: 03/30/2007 'Approval Date: 03/30/2006 Page 1 Alt fab Hurricane Shutters, Inc. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCEP_t41t(A F.: • •_• E 111F;,N_C _�`UBMITTED • • • • • • • • • • • • • • • • • • • • • • • • 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #99- 0208.03 A. DRAWINGS 1. Drawing No. 99 -23, preparedc. 'b iltrcp Ynfi.,, iitleci "Caribbean Accordion, ASSA / Residential Bertha Accordion Shrirtter :' ;daiod elanuany 22, 1999, sheets 1 through 10 of 10, signed and sealed by Walter A. Tillit, Jr. , P.E. on January 26, 1999. B. TESTS 1. See Association's generic approval under 98 -0/03. C. CALCULATIONS 1. See Association's generic approval under 98 -0/03. D. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 98 -0103. E. STATEMENTS 1. Release letter issued by the American Shutter Systems Association, Inc., dated January 21, 1999, certifying this product to meet the criteria of product tested and approved, and allowing Alufab Hurricane Shutters Inc. to use the test results approved under Miami -Dade County Approval No. 98 -0103, signed by Mr. John J. Cooper. 2. Acknowledgment letter by Alufab Hurricane Shutters, Inc., dated January 20, 1999 signed by Mr. Robert Andrade. 3. Letter by Tilteco Inc., dated January 25, 1999, certifying that the drawing (No. 99-23) prepared for Alufab Hurricane Shutters, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA 's generic drawing (No. 98 -209). 4. Acceptance Letter issued to Mr. Robert Andrade on March 23, 1999 and returned signed by Mr. Robert Andrade on March 24, 1999, who confirmed to issue the proposed Notice of Acceptance as presented and reviewed. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0221.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. E -1 Helmy A. Makar, P.E. Product Control Examiner NOA No 05- 1110.02 Expiration Date: 03/30/2007 Approval Date: 03/30/2006 Alufab Hurricane shutters, Inc. • D. MATERIAL CERTIFICATIONS 1. None. ••♦ • ■ • • • • • •• •• • • ••• • • • • • • • • ••• • • • • • B. TESTS 1. None. See Association's generic approval under 03- 01.15. C. CALCULATIONS 1. None. See Association's generic approval under 03 -0115. D. MATERIAL CERTIFICATIONS 1. None. See Association's generic approval under 03 -0115. E -2 • NOTICE OF ACCEtT,ANcE: _•_ 1E:VIDEACP SUBMITTED • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • •• • • • •• ••• •• • • • • • • • E. STATEMENTS • • • • • • • ••• • • 1. Statement letter from Tilteco, Inc., dated 02/15/02, signed and sealed by Walter A. Tillit Jr., P.E., stating that he is still in the engineering business. 2. Statement letter from Alufab Hurricane Shutters, Inc., dated 02/15/02, signed by Mr. Robert Andrade, stating that the product has not changed. 3. Acceptance Letter issued to Mr. Robert Andrade on March 27, 2002 and returned signed by Mr. Robert Andrade on March 27, 2002, who confirmed to issue the proposed Notice of Acceptance as presented and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03- 0317.04 A. DRAWINGS 1. Drawing No. 03 -028, titled "Caribbean Accordion, ASSA /Residential Bertha Accordion Shutter'', sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated February 6, 2003, last revision #1 dated February 6, 2003 signed and sealed by Walter A. Tillit, ,Ir., P.E. on February 12, 2003. E. STATEMENTS 1. Letter by Tilteco Inc., dated February 12, 2003, certifying that the drawing (No. 03- 028) prepared for Alufab Hurricane Shutters, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic dratiTing (No. 02- 217). Helmy A. Makar, P.E. Product Control Examiner NOA No 05- 1110.02 Expiration Date: 03/30/2007 Approval Date: 03/30/2006 i.77;NE, ,L CT7S, . SER(HA H.V. ACCORDION SH SYSTEM SHOWN C �; PRODUCT AP, "'`:'AL CCI ENT ., L_E:R .. E!�i HGi.i ��I HIS DUCT ` =;t�., C ..UIVIc.J� (7 HAS B ERi COMPLIANCE N 201' l \ •, - �. ' • I A. D. H;;S EN Y.. FiED FOR III •4T = .t.,,�, -. (C� - • • N,,; ,�= c {I,+ •±:�IT:CINi ;:F THE FLORIDA vr:L' =1�!I DING CODE. • • • • • • • • • •• Hi .(-: ACCORDION SHIJI :4 J�J�rn :`4L�� i!N1 CT.- LI '1=' O'C *l'( i-L.R.Ch.Ni �C INE . : DESIGN WINO AD �� J - vr =o - •.'s•.. THE xc0 • - , _ CODE. ORDER DE i N P/lN0 LCAOS iHAL_ 65 - =: rA!I A5 N r l V- : - '�i� NIT 1 1. COO . IN TO VERIFY THAT ANCHORS ON THIS P.A.D., AS T 'NERF ;N ONE . -r, 3 !NCREaSE IN ALLOWABLE LOADS FOR WIND LOADS WAS NCT USED IN •i,HrIR• A.iNr LYi:S. ••• •• - HIGH VELOCITY +C r N H '-- - -- � S �_ • - . �� 4. 7`10 IMPACT 0 H AC -- PERT HA H��. � r,.,C„ROIC� ! ..: ,.,il; c;t SY�:., =;,1 ., �.�_sl�'r:.Y t� •rl!•NC AI .� L.,, -.i,� HAS ,� �__N =FRED IN ACCGRICAiNCE WITH S =OT ;CN 1609.1.4 OF - Hi , %i I Cif ED Cr'"';_ PER ER ATL REPORTS =r..' 21-.01-0.3 4l AND ,#07 15.01 -03 42 f E R 742 -20 , 45- 21C TS-1. •• 2. BERTHA H.V. ACCORDION PINE (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14 x 2.75" AND #14 x 1.75" RESPECTIVELY, 410 -HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 130 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELDO COATING SYSTEM AS MANUFACTURED SY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEM ASSGCIATICN.PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 -T4 ALLOY AND TEMPER, ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK ® OR ALTERNATE LOCK ) MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK W) , OR AN EGRESS H.V. LOCK W SHALL BE USED. 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE OR ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ALUFAB HURRICANE SHUTTERS, INC. MIAMI, FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. PRO; LIC T E V E;) ss cu a plyie nB tc 1iieet Eu: ;ink Circe t 0 Z ErUiratio;. Date 0 3 o pp> R)JI 1 ?isri Da''.40 ductContrs1 Di � lion • • • • - • _ • • • • • • _ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 00* • • • • *00 MIAMI —DADE COUNTY P.E. SEAL /SIGNATURE /DATE /i rrECO�4c. 11. BERTHA H.V. ACCCFDIC .! SHUI : . SYST INSTALLATION SHALL CCMiFLY WITH S==OS INCIC,;T=D !N THIS DRAWING PLUS ANY EUIL CIINC AND ZOINIiNC RECULATiCNS PROVIDED THE INHERE P=RIvil7 IS A.PPLIE TO. ._25212__ - THIS E , N DINE _ 2 IS N - AND NOT _ IL'= :INFORMATION ; 0o 1- ( I,, -.S P.A.D. _ BY i� I_ i - i - �. G =�'C, -..i DC !i.: _ ... A ... 20]50 i.e. WHERE -. _ 'SITE CONDITIONS DE FROM THE r...,. CON, .;CTCP. 70 __ RTISPONSIPI __E 102 . = ON. `" N , ' ,N _ 1 °UR. -,. ,�. -.L'_ i 11`' _ C'` it cS,APFTY OF THIS 220U07, 842 THIS P.A.D.. PRO LC=D H_ /SHE 00_ NOT CE'/IA E FROM THE CCNDI I ION E 7AI!_ ON THIS COCLIM = N . C'2I ISTRUC ICIN SA.; _ .( AT SITE IS THE :_ CONTRACi O S RESPONSIBILITY. (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL EE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER CF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. 5t.. Ste, 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fax ; (305)871 -1531 e - mail: tilteco©aol.com EB- 0006719 WALTER A. T1LLIT Jr. P. E. FLORIDA Lic. # 44167 ALUFAB HURRICANE SHUTTERS, INC. (ASSA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 F.B.C.(High Velocity Hurricane Zone) © 2003 EASTERN METAL SUPPLY. INC- EV. No 2 3 4 5 'CARIBBEAN HY ACCORDION SHUTTER' BERTHA HVT" Accordion Shutter System DESCRIPTION OLD 04 -125 GENERAL DATE 5/20/05 7/12/05 Drawn by: .1.A.S DATE: 5/20/05 DRAWING No 05 -122 SHEET 1 OF 14 X Y t 1" 1" 0.062' 1" 2" 0.062' 2" 2" 0.062" 2" 3" 0.062' 2" 4" 0.062' 2" 5" 0.062' x Y t 2" 2" 0.125" 3" 3" 0.090' ® HD 2" (Max.) 8/0 HEADER /S LL # 2 (; )HV ELA E 1 COVERED UNDER US PATENT - .125" n / 2" Max . .093" VARIES 1.936" VT N 670" 3.226" 3.529" .085" (T(P.) 4.897" -�A 093' 0 0 1.500" ®HV ADJ. ADAPTER W /LIP hl� H.V. 2" (Max.) DIRECT MOUNT • • • • • • • ••• • • • • • • • • • • • • • • • 0 0 0 ri • • 1.9 17 • •II •_;_■ .083` .083 I • •• • • •... .�:� • • • • • • • • • • • • • • • r 1 • • • • ••• • • • • „.41,/.. i ^ I f '1 o � ` - I I 1._c.. 1 in `' 1 •• • • • •• ••• •10 3.529' • •• 3.000" OO 3" FLOOR ANGLE • • • .250" TYP. • • ••• • • • • • • • ( :B: 1 1 E I n HEAD E.; # ®HV ADJ. TRACK 0 0 0 ri 4.576" ®HV CENTERMATE # 1 (SELF MATING) .125" VARIES FROM 2.000" TO 5.000" � Q)B.O. WALL ANGLE SCALE: 3/8 " =1 " Is e i ! HV 1" (:Maz.) E /0 HEA3ERJSILL 4 1 \� Q o a .670" hog J\ ' x VARIES i .9'. cY I LNG .x. i I 1:)1 i _ oci '! II I 1 pI (16" I I� WI .�` 5.2'" 4.436" 0 HY WALK -OVER TRACK 4.660" ® HY FLOATING CENTERMATE # 2 i) SIDE ANGLE x 0I 1 I I 093" .C93" II J = I L 1.4 1 .200 " ®HV 901180' STARTER ®HY CORNER CENTERMATE # 3 *CORNER POST F.B.C.(Hign Velocity Hurricane Zone) PRODUCT RE't." _E E.`•::r;'!,:1. !ig .,.�{5�F1;1i Saida : C 1itC'.J.::_i;' 0`J - 0 • O �. i -T.= ' 1 rage . • f < . �- -: r -� ALUFAB HURRICANE ■ SHUTTERS, INC. (ASSA # 1 07) 13000 NW 38th AVE. MIAMI FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY. INC• ' CARIBBEAN HY ACCORDION SHUTTER E C o N . BERTHA HVT� Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871-1531 e -mail: tilteco@laol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. Na DESCRIPTION DATE Drawn b J.A.S. by: _ ... •- _- -__- ._�.. -.-.- . i O 0 o4 -125 5/20/05 DATE: 5/20/05 ; i D.21.1,-;" D.21.1,-;" w17.•.:4 i fri :u DIYisi0o M1AMI -DADS COUNTY 2 DRAWING No 05-122 _ % `ki:' �� ��`' P.E. SEAL /SIGNATURE /DATE 3 4 5 SHEET 2 OF 14 5 ® HD 2" (Max.) 8/0 HEADER /S LL # 2 (; )HV ELA E 1 COVERED UNDER US PATENT - .125" n / 2" Max . .093" VARIES 1.936" VT N 670" 3.226" 3.529" .085" (T(P.) 4.897" -�A 093' 0 0 1.500" ®HV ADJ. ADAPTER W /LIP hl� H.V. 2" (Max.) DIRECT MOUNT • • • • • • • ••• • • • • • • • • • • • • • • • 0 0 0 ri • • 1.9 17 • •II •_;_■ .083` .083 I • •• • • •... .�:� • • • • • • • • • • • • • • • r 1 • • • • ••• • • • • „.41,/.. i ^ I f '1 o � ` - I I 1._c.. 1 in `' 1 •• • • • •• ••• •10 3.529' • •• 3.000" OO 3" FLOOR ANGLE • • • .250" TYP. • • ••• • • • • • • • ( :B: 1 1 E I n HEAD E.; # ®HV ADJ. TRACK 0 0 0 ri 4.576" ®HV CENTERMATE # 1 (SELF MATING) .125" VARIES FROM 2.000" TO 5.000" � Q)B.O. WALL ANGLE SCALE: 3/8 " =1 " Is e i ! HV 1" (:Maz.) E /0 HEA3ERJSILL 4 1 \� Q o a .670" hog J\ ' x VARIES i .9'. cY I LNG .x. i I 1:)1 i _ oci '! II I 1 pI (16" I I� WI .�` 5.2'" 4.436" 0 HY WALK -OVER TRACK 4.660" ® HY FLOATING CENTERMATE # 2 i) SIDE ANGLE x 0I 1 I I 093" .C93" II J = I L 1.4 1 .200 " ®HV 901180' STARTER ®HY CORNER CENTERMATE # 3 *CORNER POST F.B.C.(Hign Velocity Hurricane Zone) 1/4 20x1/2"-, r AT HEAD S 5.MS. (2 iYP.) VARIES, 12' MIN. 1/4' 1 -20 S.3. OR 3/3 "1 -; ACE;AL THUMBSCRENS. (SEE DETAILS) LCCK NC3 Pm7) (SEE NOTES ON SHEET 4) 875" PLASTIC HEAD MCLDED TO SCREW 1/4 -20 THREADED DIE CAST HCUS1NG ENAMEL BAKED PAINTED BRASS CYUNOER & KEYS (CHROME PLATED) C) •• • • - • - 1/4 " -2o ® H.V, LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) —360' BEFORE RIVETING T HR EAD ED 1/4 "0 -20 x 3/4" 1/4 "0 -20 RIVNUT* S.S. THUMBSCREW ® ALTERNATE LOCK (TO HV LOCK i11 ) (SEE NOTES ON SHEET 4) GENERAL SCALE: 3/8 " =1" ••• • • • • • • • • • •• •• DIE CAST • HOUSING ENAMEL BAKED PAINTED AFTER RIVETING •- • • • • • • ••• T. • • ••• •••• • T. • • • • • • •- • • •• • • •••• •l I ••• ••• • • 7 _ "a EC ^ HKSS TURN KNOB. BRASS CYLINDER (CHROME PLATED) 3/ LiAe lr ; •• 41./4 ° ,J ' -2O S.F., T SJ ".7•.J �' (✓ 1 i. • • • 1H UI 7 7 2 S C I \ E / J • • • • • • • • • • • • *: SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. WHEEL #3 NYLON ASSEMBLY�\ - -AT WASHER AT EERY OTHER rr qqq 1) KNLCKL'= I / ). I ' #- SHCR- RECESSED NYLO N !BUSHING. HV ACCORDION PIN HV ACCORDION PIN I ' U GLADE - #1 LONG RECESSED \ NYLON BUSHING. #! LCNG nRE'CESSED NYLON 'BUSHING. 3 WHEEL CARRIAGE DETAIL, N.T.S. ACCORD O N PIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 0.182 "2 AISI 302 SERIES S.S. RIVETS 44 :2 H.V. A.CCC -RD!CN PIN W/ #3 HEAD AfSI 302 SERIES S.S. WHEEL CARRIAGE o t` #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD #3 N` YON I � IYi1Jr' LT1 1 I ,` - J .31 ° " 0 7 CN i 1 T # I 2 3/C H.Y. i ACCORD ,F!N 1 W/ 3 2 HEAD I g s" 2. 870 "x3/16" l THICK NYLON WHEEL. #2 SHORT RECESSED NYLON BUSHING BLADE 1 BLADE #1 LONG RECESSED NYLON BUSHING # 1 4x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD r- I 475 "0 I T N # LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT' N.T.S. F.B.C.(High Velocity Hurricane Zone E_: c,:I -: „: '.' .__. ,,,,, 44 •.. _o � - ^ t o • aZ ,K.. - "} - -- Y - �LUFA6 HURRICANE SHUTTERS, INC. I (AS SA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 Q 2003 EASTERN N ETAL UP INC. .CARIBBEAN HV ACCORO SHUTTER : is i L E C O o c . BER THA V rw 3 .,.,. .: Accordion Shutter ystem E x �'x�i; ::;iy:= w ' 0 2 .00 7 TILLIT TEST & ENGINEER COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 • Phone 305871 - 1530. Fax : (305)871 -1531 e — mail : tilteco ®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. No DESCRIPTION DATE Drawn by: J.A.S. / BY • goy / 1 01_0 04 -125 5/20/05 DATE: 5/20/05 2 DRAWING No 05-122 •;,1:a!a:Va 4 6?_�cl.r fTr Vhz:?on MIAMI —DADE COUNTY • • •' ,;. ? /�9;� P.E. SEAL /SIGNATURE /DATE 3 4 5 SHEET 3 OF 14 5 1/4 20x1/2"-, r AT HEAD S 5.MS. (2 iYP.) VARIES, 12' MIN. 1/4' 1 -20 S.3. OR 3/3 "1 -; ACE;AL THUMBSCRENS. (SEE DETAILS) LCCK NC3 Pm7) (SEE NOTES ON SHEET 4) 875" PLASTIC HEAD MCLDED TO SCREW 1/4 -20 THREADED DIE CAST HCUS1NG ENAMEL BAKED PAINTED BRASS CYUNOER & KEYS (CHROME PLATED) C) •• • • - • - 1/4 " -2o ® H.V, LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) —360' BEFORE RIVETING T HR EAD ED 1/4 "0 -20 x 3/4" 1/4 "0 -20 RIVNUT* S.S. THUMBSCREW ® ALTERNATE LOCK (TO HV LOCK i11 ) (SEE NOTES ON SHEET 4) GENERAL SCALE: 3/8 " =1" ••• • • • • • • • • • •• •• DIE CAST • HOUSING ENAMEL BAKED PAINTED AFTER RIVETING •- • • • • • • ••• T. • • ••• •••• • T. • • • • • • •- • • •• • • •••• •l I ••• ••• • • 7 _ "a EC ^ HKSS TURN KNOB. BRASS CYLINDER (CHROME PLATED) 3/ LiAe lr ; •• 41./4 ° ,J ' -2O S.F., T SJ ".7•.J �' (✓ 1 i. • • • 1H UI 7 7 2 S C I \ E / J • • • • • • • • • • • • *: SERIES 9444 ALUMINUM (2024 -T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. WHEEL #3 NYLON ASSEMBLY�\ - -AT WASHER AT EERY OTHER rr qqq 1) KNLCKL'= I / ). I ' #- SHCR- RECESSED NYLO N !BUSHING. HV ACCORDION PIN HV ACCORDION PIN I ' U GLADE - #1 LONG RECESSED \ NYLON BUSHING. #! LCNG nRE'CESSED NYLON 'BUSHING. 3 WHEEL CARRIAGE DETAIL, N.T.S. ACCORD O N PIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" 0.182 "2 AISI 302 SERIES S.S. RIVETS 44 :2 H.V. A.CCC -RD!CN PIN W/ #3 HEAD AfSI 302 SERIES S.S. WHEEL CARRIAGE o t` #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD #3 N` YON I � IYi1Jr' LT1 1 I ,` - J .31 ° " 0 7 CN i 1 T # I 2 3/C H.Y. i ACCORD ,F!N 1 W/ 3 2 HEAD I g s" 2. 870 "x3/16" l THICK NYLON WHEEL. #2 SHORT RECESSED NYLON BUSHING BLADE 1 BLADE #1 LONG RECESSED NYLON BUSHING # 1 4x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD r- I 475 "0 I T N # LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT' N.T.S. F.B.C.(High Velocity Hurricane Zone 2. I 1 11 t ED MANDATORY CONDITION #2 Al TFRNA T E TO MANDATORY CONDITION #1 ( VALID ONLY FOR FLOOR/CEILING INSTALLATIONS); TWO HV LOCKS OR ONE HV LOCK ® W/ TWO LOCKING RODS U AT TOP & BOTTOM SHALL BE USED FOR ANY SPAIN AND INSTALLATION AT ANY ELEVATION. HV LOCK rr SHALL BE ATTACHED TO © OR @ CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION # 1 . LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. .... •. • • • • • • • • • • • • • • • • ••• N1717:7"7-7 v i L O ' . i'3 F �:JIJ�; (ON, Li\ 1 - ( - 1 r ! < 11 \ : A \I A I \{') LC • • • • • • •' •• • • • • • • • • • • • • • • • • • • •' • • • - E HV '� .-•; • i •v - .t•I`: i�,-. ^. LI��i i;�i• LOCK Ji.,.�_ __ ..�__. � ..�, �.ii; '�'.�!�l ,= v!�Ih li`t_,i.- �L�_�,Ti��;`�:: i - 5 HV LOCK NI 'V( C_ U5C AN Ii\l' I5_ 05 CUTS\ i•= _ OCK , A,i:ACI ~_', j,Oij i05 . J �lTER ES W� (2 ) 1 /4" - / L O 1 _ L'C h`!(.: L_''``.I •i�C�• �.! `II•C .1■•■CAi !•Ch -1 Cr- LOCK SHALL 5_ '�i �IIT TED CII \ I T PIC. L SHU ELr-T ION. ! \il,,.�. �,i �.. l \•;��..i +'� i7�� \�• \'i -1:I 5 DE ESKIIN AS f • • • • • • • • • • • • • 3. OPTIONAL CONDMON j1 (VALID ONLY WHEN MANDATORY CONDfTION #1 IS USED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Q 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. 4. OPTIONAL CONDITION 12 (yAUD ONLY WHEN MANDATORY CONDITIONS 1 OR LIMITED MANDATORY CONDITION #2 IS USED W/'1WO H.V. LOCKS): LOCKING RODS ©U ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ©U OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDft10N #2; ONE HV LOCK © SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ©W SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO X© CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS ©U AT TOP & 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 9. 6. AL NATE TO MANDATORY CONDMON j1 (VALID ONLY FOR SYMMETRICAL CENTERMATES); ONE ALTERNATE LOCK/ MAY BE USED IN LIEU OF HV LOCK Q FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. THUMBSCREW TO OR © CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. Z 0 3 Cr) O w wL.) D W = W CR�JCR iK CR CC\ I r ■ N.T.S. I I W)OR W1 A / \ � ' / c)' '\ ;d- QJJ UNLIMITED WIDTH ©OR C, TYPICAL SHUTTER ELEVATION O OR E O oR F O OORO * OOR O *O°R® *© 6 �9A DW ^., OR 1\f_} CR II 1] - 1 7 ( !,/ \ I OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) P Its zornpiyin: RODUCT "E`` :S E D '.-..a 1 _ � = Sect,:::;, e ti:; v S_ j e. a Z ALUFAB HURRICANE SHUTTERS, INC (AS SA #107) • 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. 'CARIBBEAN HV ACCORDION SHUTTER / ! L E C 0 I N C• BERTHA HVr� Ac cordion Shutter System 1,.:q.- - L:: 6 ?o , TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305, VIRGINIA GARDENS, FLORICA 33166 (305)871 -1534. Far 53 (305)871 -11 Phone e -mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. i 44167 REV. Na DESCRIPTION DATE Drawn by: J.A.S. BY , i _ _ ��_. ;__? 5?._ -- _ I O W Ot -125 s /zoo / 5 E• 5 20 0 DATE: 5 • ��]IYEIS Vat: >�. - CDSiust s r.. Divisive MIAMI -DADE COUNTY 2 DRAWING No 05-122 J �? re-/ ;� " P.E. SEAL /SIGNATURE /DATE 3 4 5 SHEET 4 OF 14 s 2. I 1 11 t ED MANDATORY CONDITION #2 Al TFRNA T E TO MANDATORY CONDITION #1 ( VALID ONLY FOR FLOOR/CEILING INSTALLATIONS); TWO HV LOCKS OR ONE HV LOCK ® W/ TWO LOCKING RODS U AT TOP & BOTTOM SHALL BE USED FOR ANY SPAIN AND INSTALLATION AT ANY ELEVATION. HV LOCK rr SHALL BE ATTACHED TO © OR @ CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION # 1 . LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. .... •. • • • • • • • • • • • • • • • • ••• N1717:7"7-7 v i L O ' . i'3 F �:JIJ�; (ON, Li\ 1 - ( - 1 r ! < 11 \ : A \I A I \{') LC • • • • • • •' •• • • • • • • • • • • • • • • • • • • •' • • • - E HV '� .-•; • i •v - .t•I`: i�,-. ^. LI��i i;�i• LOCK Ji.,.�_ __ ..�__. � ..�, �.ii; '�'.�!�l ,= v!�Ih li`t_,i.- �L�_�,Ti��;`�:: i - 5 HV LOCK NI 'V( C_ U5C AN Ii\l' I5_ 05 CUTS\ i•= _ OCK , A,i:ACI ~_', j,Oij i05 . J �lTER ES W� (2 ) 1 /4" - / L O 1 _ L'C h`!(.: L_''``.I •i�C�• �.! `II•C .1■•■CAi !•Ch -1 Cr- LOCK SHALL 5_ '�i �IIT TED CII \ I T PIC. L SHU ELr-T ION. ! \il,,.�. �,i �.. l \•;��..i +'� i7�� \�• \'i -1:I 5 DE ESKIIN AS f • • • • • • • • • • • • • 3. OPTIONAL CONDMON j1 (VALID ONLY WHEN MANDATORY CONDfTION #1 IS USED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS Q 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. 4. OPTIONAL CONDITION 12 (yAUD ONLY WHEN MANDATORY CONDITIONS 1 OR LIMITED MANDATORY CONDITION #2 IS USED W/'1WO H.V. LOCKS): LOCKING RODS ©U ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS ©U OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDft10N #2; ONE HV LOCK © SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ©W SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO X© CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS ©U AT TOP & 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 9. 6. AL NATE TO MANDATORY CONDMON j1 (VALID ONLY FOR SYMMETRICAL CENTERMATES); ONE ALTERNATE LOCK/ MAY BE USED IN LIEU OF HV LOCK Q FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. THUMBSCREW TO OR © CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. Z 0 3 Cr) O w wL.) D W = W CR�JCR iK CR CC\ I r ■ N.T.S. I I W)OR W1 A / \ � ' / c)' '\ ;d- QJJ UNLIMITED WIDTH ©OR C, TYPICAL SHUTTER ELEVATION O OR E O oR F O OORO * OOR O *O°R® *© 6 �9A DW ^., OR 1\f_} CR II 1] - 1 7 ( !,/ \ I OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) ELEVA.TiON. HV LOCK ^/ MAY BE USED AS AN INSIDE OR CUTSIDE LOCK, ATT.ACHED TO'lip OR CENTERMATES W/(2) /4 "0 -2( x 1 /2 " LONG S C • �{ `N LOCK SHALL r A S ( i ->_ � wi�iO F_A..i 4i S. � ��A�! IJ CF L�C�( SI -'A�� S` .�., TYPICAL SHUTTER r , .t T ♦ . Y• i H L B DETERMINED il�fDICr.ic CN I 1 ICAL J�C.!cR EL �4,�iIC!•I. (4iA...P.1:1�!1 • S� 1+..tTT +? •�!`•.� •S ^: AS PER SCHEDULES #1 & X72 ON SHEF 9. •• • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• NO-11=S C LOCKHG G RCD� (0) 1 H� < t ( AND T \I ice E 111 CI — V1� l.�J v. � 1J !`:.J! l.i 7 ��� _ OC r �� T".i !•J r�.� I [� �I 1,"�.i _ L!'1 L_O1�eC. • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ��77 �) • • • • • • • • • 1. M, .TC 'Y c n•TCN 4 ONE HV LOCK C��r • 65 •fit ^r .t•1`/ AND ST.i ' "1 S AT n . r i�. fy � IV / ( �.IiC 7 �i I_vCi ! 1 �L _ L _ �.� r-.1.7 ��',�Itl �.I�in I�I:]inL��ii��l�i,. � ;�IJ 1 .. 1 1 �.� i i� •� Z 76. 1 , FLOOR/CEILING INSTALLATIONS); TWO HV LOCKS OR ONE HV LOCK W W/ TWO LOCKING RODS U AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK 0 SHALL BE ATTACHED TO © OR e CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION # 1 . LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. OPTIONAL CONDf11ON #1 (VALID ONLY WHEN MANDATORY CONDITION 11 1S SED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 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. 4. OPTIONAL CONDITION #2 (VAI 10 ONl Y WHFN MANDATORY CONDITION 11 OR LIMITED MANDATORY gONDITION /2 is USED WfTWO H.V. LOCKS); LOCKING RODS C_,D ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDI11ON #2; ONE HV LOCK Q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK CD SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO XQ CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS CU AT TOP & 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 9. 6. AL NATE TO MANDATORY CONDMON #1 (VALID ONLY FOR SYMMETRICAL _CENTERMATES); ONE ALTERNATE LOCK d MAY BE USED IN LIEU OF HV LOCK Q FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. THUMBSCREW TO ©OR © CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. Z w cL W CJ =w N � © CR 1 CR CR r / i H IOR© OR © OR OoRO + 0°R +OOR© +O — R ( V T n UNLIMITED WIDTH TYPICAL SHUTTER ELEVATION N.T.S. cR l OR 1 � j �/ OF CORNER CENTERMATE F.B.C.(High Vefocity Hurricane Zone) PRODUCT r.• t ; xs,o s;.y.,� i' :;;e -' , rta_:;_ __:_ :�`_` ��_e� °s_ ` °. °Z _ ALUFAB HURRICANE SHUTTERS ' INC. 1 (ASSA # 1 07) 13000 3000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. 'CARIBBEAN HY ACCORDION SHUTTER SL 6 C 0 I Nc. E BERTHA HVru cordiocSbutterSys E '.pt:2tit:;a :;xiz 6 r - '' TILLIT TESTING & ENGINEERING COMPANY L.A 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLOR 37166 Phone (305)871 -1570. Fax (305)871-1531 e —mail: tilteco©aol.com Ee- 0006719 WALTER A_ TILLIT Jr. P. E. FLORIDA Lic. / 44167 REV- N° DESCRIPTION _ DATE Drown by: J.A.S. / , � . -�,__ ��_ __ . �� _ — l _ 1 OW 04 - 125 5/20/05 DATE: 5/20/05 [v;i:.t�i i DL �r c7ns: i4�! 3 L'ivisi n MIAMI —DADE COUNTY 2 DRAWING No 05-122 i / J . �% :;� " • P.E. SEAL /SIGNATURE /DATE 3 4 5 SHEET 4 OF 14 s ELEVA.TiON. HV LOCK ^/ MAY BE USED AS AN INSIDE OR CUTSIDE LOCK, ATT.ACHED TO'lip OR CENTERMATES W/(2) /4 "0 -2( x 1 /2 " LONG S C • �{ `N LOCK SHALL r A S ( i ->_ � wi�iO F_A..i 4i S. � ��A�! IJ CF L�C�( SI -'A�� S` .�., TYPICAL SHUTTER r , .t T ♦ . Y• i H L B DETERMINED il�fDICr.ic CN I 1 ICAL J�C.!cR EL �4,�iIC!•I. (4iA...P.1:1�!1 • S� 1+..tTT +? •�!`•.� •S ^: AS PER SCHEDULES #1 & X72 ON SHEF 9. •• • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• NO-11=S C LOCKHG G RCD� (0) 1 H� < t ( AND T \I ice E 111 CI — V1� l.�J v. � 1J !`:.J! l.i 7 ��� _ OC r �� T".i !•J r�.� I [� �I 1,"�.i _ L!'1 L_O1�eC. • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ��77 �) • • • • • • • • • 1. M, .TC 'Y c n•TCN 4 ONE HV LOCK C��r • 65 •fit ^r .t•1`/ AND ST.i ' "1 S AT n . r i�. fy � IV / ( �.IiC 7 �i I_vCi ! 1 �L _ L _ �.� r-.1.7 ��',�Itl �.I�in I�I:]inL��ii��l�i,. � ;�IJ 1 .. 1 1 �.� i i� •� Z 76. 1 , FLOOR/CEILING INSTALLATIONS); TWO HV LOCKS OR ONE HV LOCK W W/ TWO LOCKING RODS U AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK 0 SHALL BE ATTACHED TO © OR e CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION # 1 . LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. OPTIONAL CONDf11ON #1 (VALID ONLY WHEN MANDATORY CONDITION 11 1S SED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 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. 4. OPTIONAL CONDITION #2 (VAI 10 ONl Y WHFN MANDATORY CONDITION 11 OR LIMITED MANDATORY gONDITION /2 is USED WfTWO H.V. LOCKS); LOCKING RODS C_,D ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDI11ON #2; ONE HV LOCK Q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK CD SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO XQ CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS CU AT TOP & 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 9. 6. AL NATE TO MANDATORY CONDMON #1 (VALID ONLY FOR SYMMETRICAL _CENTERMATES); ONE ALTERNATE LOCK d MAY BE USED IN LIEU OF HV LOCK Q FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK ® MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4 "0- 20x3/4" S.S. THUMBSCREW TO ©OR © CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. Z w cL W CJ =w N � © CR 1 CR CR r / i H IOR© OR © OR OoRO + 0°R +OOR© +O — R ( V T n UNLIMITED WIDTH TYPICAL SHUTTER ELEVATION N.T.S. cR l OR 1 � j �/ OF CORNER CENTERMATE F.B.C.(High Vefocity Hurricane Zone) POURED CONCRETE REQUIRED • JREO CONCRETE CONCRETE BLOCK _L REQUIRED O EXISTING GLASS — EXISTING GLASS-1 CONCRETE AINCHCFS • .•: • • • 5CHEDULE c: E 10, • • �\ • • MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ® WALL MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) •. •• • • • • • • • • • •.• • • • • • • • • • ••• • • • ••. • sr • •• 6.1r4=:. ! • • • • • • +11 • • I• • • •• • . • t. • • • • • :1I, I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 03 WALL MOUNTING INSTALLATION • • • ••• •• • ••• • • • • • • • ••• • • •• •• • • • • ••.•• • • • • • • • • • • • • •. • • •• • INSTALLATION DETAILS SCALE: 3/8 " =1 " POURED CONCRETE OR CCNCRETE BLOCK WALL REQUIRED EXISTING 1 GLASS -1 EXISTING CLASS— CONCRETE ANCHORS (SEE SCHEDULE ON —1 /4 "A- 20x3/4" S.S. MACHINE SCREWS USING 1 4 " -20 NUTS S 12" C.C. i I Mir. EO EI SHEET 10) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) I I/ w ONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1" Min 20 WALL MOUNTING INSTALLATION 0 ® WALL MOUNTING INSTALLATION O 1/4 "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" 0.C. NC - E FCR COMBINATION CF SECTIONS: - SEE SHEET 3 FCR TYPICAL SHUTTER ASSE1IELY 2- MOUNTING SEC CAN BE COMBINED :N ANY WAY TO SUIT ANY INSTALLATION. E. C. = EDGE DISTANCE (SEE NCTSS & SCH.E2ULE CN SHES ; t F.B .C.(High Velocity Hurricane Zone) PRODUCT REVISED ;-- ie ns:h : €! +.� r � L , ; � . _, _ .: . C.5 a .:, `T RRI CAN E ALUFAB HURRICANE SHUTTERS, I N C 1 (ASSA #107) 13000 NW 38th AVE MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. ° CARIBBEAN HV ACCORDION SHUTTER E ®IM BERTHA HV Accordion S6uttcr System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 -. Fox : (305)871 - 1531 e —ma tilt E8-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. Na DESCRIPTION OATS Drawn by: J.A.S. / "`� �_ 1 OLD 04 -125 5/20/05 DATE: 5/20/05 _� -- - -`' y �� — -- — ivI i I7IIGc�j TIKE Co =trel ry Division MIAMI —DADE COUNTY . ORAWING No 05-122 , Z/� /0 P.E. SEAL /SIGNATURE /DATE 3 4 5 SHEET 5 OF 14 5 POURED CONCRETE REQUIRED • JREO CONCRETE CONCRETE BLOCK _L REQUIRED O EXISTING GLASS — EXISTING GLASS-1 CONCRETE AINCHCFS • .•: • • • 5CHEDULE c: E 10, • • �\ • • MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ® WALL MOUNTING INSTALLATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) •. •• • • • • • • • • • •.• • • • • • • • • • ••• • • • ••. • sr • •• 6.1r4=:. ! • • • • • • +11 • • I• • • •• • . • t. • • • • • :1I, I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 03 WALL MOUNTING INSTALLATION • • • ••• •• • ••• • • • • • • • ••• • • •• •• • • • • ••.•• • • • • • • • • • • • • •. • • •• • INSTALLATION DETAILS SCALE: 3/8 " =1 " POURED CONCRETE OR CCNCRETE BLOCK WALL REQUIRED EXISTING 1 GLASS -1 EXISTING CLASS— CONCRETE ANCHORS (SEE SCHEDULE ON —1 /4 "A- 20x3/4" S.S. MACHINE SCREWS USING 1 4 " -20 NUTS S 12" C.C. i I Mir. EO EI SHEET 10) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) I I/ w ONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1" Min 20 WALL MOUNTING INSTALLATION 0 ® WALL MOUNTING INSTALLATION O 1/4 "0- 20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" 0.C. NC - E FCR COMBINATION CF SECTIONS: - SEE SHEET 3 FCR TYPICAL SHUTTER ASSE1IELY 2- MOUNTING SEC CAN BE COMBINED :N ANY WAY TO SUIT ANY INSTALLATION. E. C. = EDGE DISTANCE (SEE NCTSS & SCH.E2ULE CN SHES ; t F.B .C.(High Velocity Hurricane Zone) PCURED CONCRETE \ REQUIRED \\ EXISTING CLASS — MIN. SEPARATION TO GLASS -1 (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION 1 TO GLASS ;(SEE SCHEDULE ON SHEET 9) EXISTING 1 GLASS ALTERNATE I ANCHOR i LOCATION EDGE OF SLAB IF APPUCABLE POURED CONCRETE REQUIRED • • • • • • • • • • • • • • • •• • • • • • • • • CONCRETE ,AINCI-ICR •• • • • (SEE SC4ECULE ON SHEE 11) , • • 7 , , , ,,,.., • EDGE.OF I / / , ,ar = ' !.�` sL=• • • I / / / / / ' ti / / / // . Y / % / ' / / / / /i, / , / / / % 5 ••• •• C�! 1•• • 1 I! • • • e • �j (' i ::r. • :•. •. • • I w ® CEILING MOUNTING INSTALLATION • • •• •• • • • • • • • ••• - 1 Ox3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPLICABLE #14x3/4" S.S. HEX HEAD TEK SCREWS 0 9' 0.C. OR 1/4 "0 -20 S.S. M.S. W/ NUT © 9" 0.C. t ' THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE INSTALLATION DETAILS SCALE: 3/6' w 1" EXISTING GLASS— �I I. SE ?ARATICN 1 TO CLASS m 1 (SEE SCHEDULE ' ON SHE_I 9) I GLASS---: /// / I /i // �� / j /�j; %// POURED l CONCRETE REQUIRED MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE — ON SHEET 9) X N POURED CONCRETE REQUIRED X /// E. D.* E. D.* I li nl it ,3,% FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) ® WALK -OVER MOUNTING INSTALLATION 0 opt EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 1 1) ® FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPLICABLE NOTE ;R _CMBINAT'CN CF _F CTlCNS: 1 - SEE SHEET 3 FOR TYPICAL SHUTTER ASSE :viELY SECTIONS Cr 1 -E COMBINED IN ANA W3`r 50 SUIT ANY INSTALLATION. * E. C. _ 5505 CISTAiiCE SG NOTES � e I SHEET 1 (SEE I �� 1 :=.EJUL� P 5' F.B.C.(High Velocity Hurricane Zone) 65 :Cn ? y i �rj;;` - R Z , `, � -. A:. ....__ ' 5 - fir • oz. ��-•-w. �_._, ,�, ------- -- - - --- - -- -• - -- -- ALUFAB HURRICANE SHUTTERS INC. "SSA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. CARIBBEAN HV ACCORDION SHUTTER' ' L C INC C ' ERTHA HVTw Accordion Shutter System ::: :. ^ :',i',0 _1.811 O !� 07 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone (305)871.-1530 . fax (305)871 -1531 e-mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA LIE. 1y 44 167 REV. No DESCRIPTION DATE Drown by; J.A.S. Vi i: 1 OLD 04 -125 5/20/05 DATE: 5/20/05 :1.:1 e3 �CGStiCi ..:::;£Fii D7 `L D ` " "` MIAMI—DADE COUNTY 2 DRAWING No 05-122 7 �' ✓�'� >S / / P.E. SEAL /SIGNATURE /DATE 3 5 SHEET 6 OF 14 s PCURED CONCRETE \ REQUIRED \\ EXISTING CLASS — MIN. SEPARATION TO GLASS -1 (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION 1 TO GLASS ;(SEE SCHEDULE ON SHEET 9) EXISTING 1 GLASS ALTERNATE I ANCHOR i LOCATION EDGE OF SLAB IF APPUCABLE POURED CONCRETE REQUIRED • • • • • • • • • • • • • • • •• • • • • • • • • CONCRETE ,AINCI-ICR •• • • • (SEE SC4ECULE ON SHEE 11) , • • 7 , , , ,,,.., • EDGE.OF I / / , ,ar = ' !.�` sL=• • • I / / / / / ' ti / / / // . Y / % / ' / / / / /i, / , / / / % 5 ••• •• C�! 1•• • 1 I! • • • e • �j (' i ::r. • :•. •. • • I w ® CEILING MOUNTING INSTALLATION • • •• •• • • • • • • • ••• - 1 Ox3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPLICABLE #14x3/4" S.S. HEX HEAD TEK SCREWS 0 9' 0.C. OR 1/4 "0 -20 S.S. M.S. W/ NUT © 9" 0.C. t ' THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE INSTALLATION DETAILS SCALE: 3/6' w 1" EXISTING GLASS— �I I. SE ?ARATICN 1 TO CLASS m 1 (SEE SCHEDULE ' ON SHE_I 9) I GLASS---: /// / I /i // �� / j /�j; %// POURED l CONCRETE REQUIRED MIN. SEPARATION TO GLASS 1 (SEE SCHEDULE — ON SHEET 9) X N POURED CONCRETE REQUIRED X /// E. D.* E. D.* I li nl it ,3,% FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) ® WALK -OVER MOUNTING INSTALLATION 0 opt EDGE OF SLAB IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 1 1) ® FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPLICABLE NOTE ;R _CMBINAT'CN CF _F CTlCNS: 1 - SEE SHEET 3 FOR TYPICAL SHUTTER ASSE :viELY SECTIONS Cr 1 -E COMBINED IN ANA W3`r 50 SUIT ANY INSTALLATION. * E. C. _ 5505 CISTAiiCE SG NOTES � e I SHEET 1 (SEE I �� 1 :=.EJUL� P 5' F.B.C.(High Velocity Hurricane Zone) y9 ENO 'NALL CC4NECT'CN DETA,iLS 'ON i :N'1 OUT I • (5063 -TS ALLOY) ALUM. ICL E W, /(2) 1 /4 "P TAFCCN ANCHORS TO CONCRETE (TOP /BOTTOM) & i) # 1 0x 1 / 2" S.S. 5..,4 S. TO 19E AT EACH ANGLE. (TYP) EXISTING GLASS f IN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 9) 0 4 f 1/2" 0 ©© E 0 0� ' R +OOR EXISTING GLASS IN * OPTIONAL (INTERIOR) OUT • • • • ••• • • • • • ••(■ • • • • • • • *•• • • • • ••• nlS iNG GLASS i / • ••• :' • • • • 1 • • ■ • • • ♦ • • • • • NI • • •• •• • • • • • • • •• /— EX:S GL.A.23 I 10? � �o — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — • • • , • • • • • •• • • • •• • • • • ., •• • • 11. • • • • •` • • • • j 1/,• 7" •• • • • • ••• .• 1/2' #10x3 /•1-' S.S. S.M.S. 12" 0.C. FULL LENGHT. • • • OUT * O (EXTERIOR) OR SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"=1" OPPOSING CENTERMMATES W/ LOCK ,,y, SYMMETRICAL CENTERMATES W1 W/ LOCK * °R 0 SECTION 12 OPTIONAL r (INTERIOR) SEE NCTES ON LOCIQINO RCDS !� , Hy LCC: (5 AND ALTERNATE LOC:< 61), ON SHEET 4. IN IN OUT S OORO +OORO OUT SYMMETRICAL CENTERMATES LOCK 1 Z* �* U EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EP EN: WALL r . NECT CN MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 1 6" 0.C. @OR O ALTERNATE SECTION 12 SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane 6 1/2" MAX. SLACK Zone) s e L t 1 .. ..._. i �: ._,z. - zelp i ". f' '" ` ' ' �'� "'j: - =2 f'41-; 05- O. OZ ���� = j-- ALUFAB HURRICANE SHUTTERS, INC. 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 - 4701 © 2003 EASTERN METAL SUPPLY, INC• 'CARIBBEAN HV ACCORDION SHUTTER' i L E C O I IN C . BERTHA HV Acco rdion Shutter System TILLIT TESTING & ENGINEERING COMPANY E355 N.W. 36th. St.. Ste. 305, VIRCINLA GARDENS, FLORIDA 3.3166 Phone : (305)871-1530 e—mail: t . Fox : (305)871 -1531 ' 0 006 ®aol.co EB- 0 006719 WALTER A. TILLIT Jr. P. E. FLORIDA L1c. # 44467 REV, Na 1 0 Drawn by: J.A.S. � : ii::. : _ � a_ _ 'OI _ � OR (_ 0i •_.Q L OR M DRAWING No 05-1 22 ) /, ` " / P.E. SEAL /SIGNATURE /DATE 3 y9 ENO 'NALL CC4NECT'CN DETA,iLS 'ON i :N'1 OUT I • (5063 -TS ALLOY) ALUM. ICL E W, /(2) 1 /4 "P TAFCCN ANCHORS TO CONCRETE (TOP /BOTTOM) & i) # 1 0x 1 / 2" S.S. 5..,4 S. TO 19E AT EACH ANGLE. (TYP) EXISTING GLASS f IN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 9) 0 4 f 1/2" 0 ©© E 0 0� ' R +OOR EXISTING GLASS IN * OPTIONAL (INTERIOR) OUT • • • • ••• • • • • • ••(■ • • • • • • • *•• • • • • ••• nlS iNG GLASS i / • ••• :' • • • • 1 • • ■ • • • ♦ • • • • • NI • • •• •• • • • • • • • •• /— EX:S GL.A.23 I 10? � �o — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — • • • , • • • • • •• • • • •• • • • • ., •• • • 11. • • • • •` • • • • j 1/,• 7" •• • • • • ••• .• 1/2' #10x3 /•1-' S.S. S.M.S. 12" 0.C. FULL LENGHT. • • • OUT * O (EXTERIOR) OR SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"=1" OPPOSING CENTERMMATES W/ LOCK ,,y, SYMMETRICAL CENTERMATES W1 W/ LOCK * °R 0 SECTION 12 OPTIONAL r (INTERIOR) SEE NCTES ON LOCIQINO RCDS !� , Hy LCC: (5 AND ALTERNATE LOC:< 61), ON SHEET 4. IN IN OUT S OORO +OORO OUT SYMMETRICAL CENTERMATES LOCK 1 Z* �* U EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EP EN: WALL r . NECT CN MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 1 6" 0.C. @OR O ALTERNATE SECTION 12 SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane 6 1/2" MAX. SLACK Zone) s e L t 1 .. ..._. i �: ._,z. - zelp i ". f' '" ` ' ' �'� "'j: - =2 f'41-; 05- O. OZ ���� = j-- ALUFAB HURRICANE SHUTTERS, INC. 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 - 4701 © 2003 EASTERN METAL SUPPLY, INC• 'CARIBBEAN HV ACCORDION SHUTTER' i L E C O I IN C . BERTHA HV Acco rdion Shutter System TILLIT TESTING & ENGINEERING COMPANY E355 N.W. 36th. St.. Ste. 305, VIRCINLA GARDENS, FLORIDA 3.3166 Phone : (305)871-1530 e—mail: t . Fox : (305)871 -1531 ' 0 006 ®aol.co EB- 0 006719 WALTER A. TILLIT Jr. P. E. FLORIDA L1c. # 44467 REV, Na DESCRIPTION OATS Drawn by: J.A.S. ': = v" ? " o - / �" mi3 �'i Dad ,,.: :!-: 0 ^ ,-, MIAMI —DADE COUNTY 1 OLD 04 -125 5/20/05 DATE: 5/20/05 2 DRAWING No 05-1 22 ) /, ` " / P.E. SEAL /SIGNATURE /DATE 3 5 SHEET 7 OF 14 5 y9 ENO 'NALL CC4NECT'CN DETA,iLS 'ON i :N'1 OUT I • (5063 -TS ALLOY) ALUM. ICL E W, /(2) 1 /4 "P TAFCCN ANCHORS TO CONCRETE (TOP /BOTTOM) & i) # 1 0x 1 / 2" S.S. 5..,4 S. TO 19E AT EACH ANGLE. (TYP) EXISTING GLASS f IN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 9) 0 4 f 1/2" 0 ©© E 0 0� ' R +OOR EXISTING GLASS IN * OPTIONAL (INTERIOR) OUT • • • • ••• • • • • • ••(■ • • • • • • • *•• • • • • ••• nlS iNG GLASS i / • ••• :' • • • • 1 • • ■ • • • ♦ • • • • • NI • • •• •• • • • • • • • •• /— EX:S GL.A.23 I 10? � �o — — — — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — — — — — — • • • , • • • • • •• • • • •• • • • • ., •• • • 11. • • • • •` • • • • j 1/,• 7" •• • • • • ••• .• 1/2' #10x3 /•1-' S.S. S.M.S. 12" 0.C. FULL LENGHT. • • • OUT * O (EXTERIOR) OR SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"=1" OPPOSING CENTERMMATES W/ LOCK ,,y, SYMMETRICAL CENTERMATES W1 W/ LOCK * °R 0 SECTION 12 OPTIONAL r (INTERIOR) SEE NCTES ON LOCIQINO RCDS !� , Hy LCC: (5 AND ALTERNATE LOC:< 61), ON SHEET 4. IN IN OUT S OORO +OORO OUT SYMMETRICAL CENTERMATES LOCK 1 Z* �* U EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EP EN: WALL r . NECT CN MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 1 6" 0.C. @OR O ALTERNATE SECTION 12 SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane 6 1/2" MAX. SLACK Zone) C.NC,RETE Af�ICHGR' I / la" ' � I / ( LCCATE AT SIG! G: QD) 1/2" MIN S.S. - -/ I.S. g 16' 0.0 � M IN ., / I : . /: I i I I 46OR ©0R ©0RO OR ® +O0R0 END CONNECTION DETAIL 0 __ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • • ••• • • ._••• • • • • • • • r•• • POURED CCNCRE OR • /• • • CONCRETE FLOCK 'NALL • • 1r • • • REQUIRED • ••• ,------[EXISTING ` • • • • • -•-+ • MIN SEPARATION RATION • / • TO . CL SS . POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED � EXISTING GLASS + • • • / 2' • SEE DETAIL X FOR SIDE CONNECTION TO TRACKS / / 1 / • •• ••• i •••• • • / • • • ,// j ••• (SE" SCHEDULE 1/I5 VAX. •3C3s -T +. •• / ON SHEET 9.' • • CCyi•Av 1_,..1 • • • •. , l• /"," MIN: #10x1/2" S.S. S.M.S. © 16" 0.0 " 0R ©OR ®OR® END CONNECTION DETAIL END CONNECTION DETAIL 5O OR® +�I ORO — POURED CONCRETE CR CONCRETE ELQCX WALL REQUIRED — ' GLASS f — ( MIN. SEPARATION TC C_ARS `J__ SCHEDULE ON SHE =I 9) 4 OR ©CR©ORTD OR ( + OOR© END CONNECTION DETAIL 2D POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED #10x1/2" S.S. S.M.S. ® 12 / CONCRETE ANCHOR 12" 0.C. 2" MIN. MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2" MIN. ON SHEET 9) 6) SEE DETAIL X FO SIDE CONNECTION TO TRACKS EXISTING /( CLASS OR© OR ©OR© oR ® +OORO / / A > j /� // / // F i LcOR ©OR©OR® 0R® +OORO END CONNECTION DETAIL 03 (2)# 14x 1 3/4" HV PIN. POURED CONCRETE /" CR CONCRETE / ELOCX 'NALL REQUIRED SCALE: 3/8" = 1" /— I;(IS ING GLASS MIN SEPARATION TO CLASS (SZE SC:-EOULE. CN S: 9) 3I,SE 1" CR 2' M (AS APPLICAELE)x2 "xi /8'x0' - ALUMINUM CLIP ANGLE. (6063 -T6 ALLOY) AT MIDHEGHT W /(1) #10x1/2" S.M.S. TOO & (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF 4 OR © © OR®+OI OR© PLAN SEE DETAIL X FO SIDE CONNECTION TO TRACKS DETAIL X VIEW Y POURED CONCRETE CONCRETE i .� ' °LOCK 'N ALL RE'0UIREJ / (— MI. t. 4 / EX!S ifNG GLASS / t 1 � • REQUIRED ONLY FOR SPANS GREATER THAN 12 " -0" ` MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHE 9) OR © OR ©OR ® OR ® +OI OR© END CONNECTION DETAIL F.B.C.(High Velocity Hurricane Zone) 9R() il``P.r4/s7- " ' ^ ' i - c i '`_ Exvr; !Jaa 0�- o . 02 �� _ =— - -_ -= - ..__...... " `� � ALUFAB HURRICANE SHUTTERS INC (ASSA # 107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC• CARIBBEAN HV ACCORDION SHUTTER' I L C . E C 0 I N C ERTHA HV rid Acco rdion Shutter System i ?::. c::�,:.�:1:: o 7 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 - 1531 e —mail: tilteco®aol E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. No DESCRIPTION DATE Drown by J.A.S. / E , , .11.11110 1 OLD oa -125 5/20/05 DATE: 5/20/05 5 i 2 �ci " ��' "'' i C ?iiv'1 L " " MIAMI —DADE COUNTY z DRAWING No 05-122 , -_ / ' " / ` =' P.E. SEAL /SIGNATURE /DATE 3 4 s SHEET 8 OF 14 5 C.NC,RETE Af�ICHGR' I / la" ' � I / ( LCCATE AT SIG! G: QD) 1/2" MIN S.S. - -/ I.S. g 16' 0.0 � M IN ., / I : . /: I i I I 46OR ©0R ©0RO OR ® +O0R0 END CONNECTION DETAIL 0 __ MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • • ••• • • ._••• • • • • • • • r•• • POURED CCNCRE OR • /• • • CONCRETE FLOCK 'NALL • • 1r • • • REQUIRED • ••• ,------[EXISTING ` • • • • • -•-+ • MIN SEPARATION RATION • / • TO . CL SS . POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED � EXISTING GLASS + • • • / 2' • SEE DETAIL X FOR SIDE CONNECTION TO TRACKS / / 1 / • •• ••• i •••• • • / • • • ,// j ••• (SE" SCHEDULE 1/I5 VAX. •3C3s -T +. •• / ON SHEET 9.' • • CCyi•Av 1_,..1 • • • •. , l• /"," MIN: #10x1/2" S.S. S.M.S. © 16" 0.0 " 0R ©OR ®OR® END CONNECTION DETAIL END CONNECTION DETAIL 5O OR® +�I ORO — POURED CONCRETE CR CONCRETE ELQCX WALL REQUIRED — ' GLASS f — ( MIN. SEPARATION TC C_ARS `J__ SCHEDULE ON SHE =I 9) 4 OR ©CR©ORTD OR ( + OOR© END CONNECTION DETAIL 2D POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED #10x1/2" S.S. S.M.S. ® 12 / CONCRETE ANCHOR 12" 0.C. 2" MIN. MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2" MIN. ON SHEET 9) 6) SEE DETAIL X FO SIDE CONNECTION TO TRACKS EXISTING /( CLASS OR© OR ©OR© oR ® +OORO / / A > j /� // / // F i LcOR ©OR©OR® 0R® +OORO END CONNECTION DETAIL 03 (2)# 14x 1 3/4" HV PIN. POURED CONCRETE /" CR CONCRETE / ELOCX 'NALL REQUIRED SCALE: 3/8" = 1" /— I;(IS ING GLASS MIN SEPARATION TO CLASS (SZE SC:-EOULE. CN S: 9) 3I,SE 1" CR 2' M (AS APPLICAELE)x2 "xi /8'x0' - ALUMINUM CLIP ANGLE. (6063 -T6 ALLOY) AT MIDHEGHT W /(1) #10x1/2" S.M.S. TOO & (2)1/4 "0 TAPCONS ANCHORS TO WALL AT 1" 0.C. (LOCATE AT EITHER SIDE OF 4 OR © © OR®+OI OR© PLAN SEE DETAIL X FO SIDE CONNECTION TO TRACKS DETAIL X VIEW Y POURED CONCRETE CONCRETE i .� ' °LOCK 'N ALL RE'0UIREJ / (— MI. t. 4 / EX!S ifNG GLASS / t 1 � • REQUIRED ONLY FOR SPANS GREATER THAN 12 " -0" ` MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHE 9) OR © OR ©OR ® OR ® +OI OR© END CONNECTION DETAIL F.B.C.(High Velocity Hurricane Zone) MAXIMUM SHUTTER SPAN "L+" OR "L—" (i1 INSTALLATIONS W/ SsnriNiiETRICAL CENT R i,i TWO HV LOCKS CR TWC LOCKING RODS TCP /EC I i Oi'A 1 W/ ONE HV LOCK 4 (SEE NOTE t) DESIGN LOAD (p.A.f.) (+ OR -) CONCRETE & 'NOGG INSTALLAT:ONS .a FLOOR /CEILING MOUNTING L+ (tt) L - (ft) 30 13' -1" 16' -0" 35 12' -7" 16 -0" 40 12 -2" 15' -2" 45 11' -9" 14' -3" 50 11' -6" 13' - 55 11 -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11' -11" 70 10' -7" 11 -5" 75 10' -4" 11 -1" 80 10' -0" 10' -9" 85 9' -9 10' -5" 90 9' -5" 10 -1 " 95 9' -2" 9' -10" 100 9' -0" 9 -7 105 8' -9" 9' -4 110 8' -7" 9 -2" 115 8 -4" 8' -11" 120 8 -2" 8' -9" 125 8' -0" 8' -5" 130 7' -10" 5 -1" 135 7' -9" 7' -9" 140 7' -7" 7' -6" 145 7' -5" 7' -3" 150 7' -4" 7' -0 155 7' -2" 6' -9" 160 7' -1" 6' -7" 165 7' -0" 6' -4" 170 6' -11" 6' -2" 175 6' -9" 6' -0" 180 6' -8" 5' -10" 185 6' -7' 5 -8" 190 6' -6" 5 -6" 195 6' -5" 5' -5' 200 6' -4" 5' -3" 205 6' -3" 5' -1" • ••• • • • • •.. MAXIMUM SHUTTER SPAN "L +" OR "L —" ( t.) •.: IIl`:A.f.I ATI01N15 :N• I I ! _OC :\,N iG ROCS + c^- NOTE -1 • • } • • • • • •. F • i • ?A?� IL1 L' N• ' CESICN LC (p. (+ OR -) • i'te.eEE & �W000 • SNTALl.ATi01SS A • • • • • • • 'NALL MOUNTINGS & hLOOR /CEILING MOUNTINGS L+ ( L - (ft) 30 12' -3" 14' -9'' 35 11' -9" 13' -6" 40 11' -4" 12 -9 45 11 -1" 12' -0" 50 10' -9" 11 -5" 55 10' -6' 10' - 11" 60 10' -3" 10' -5" 65 10' -0" 10' -0" 70 9' -8" 9' -8" 75 9 -4" 9' -4 80 9 -0 9' -0" 85 8' -9" 8' -9" 90 8 -6" 8' -6" 95 8' -3" 8' -3" 100 8' -1" 8' -1" 105 7' -11" 7' -11" 110 7' -8" 7' -7" 115 7' -6 7' -3" 120 7' -4" 6' -11" 125 7 -3" 6' -8" 130 7' -1" 6' -5" 135 6' -11" 6' -2" 140 6' -10" 5' -11" 145 6' -8' 5' -9" 150 6 -7" 5' -7" 155 6' -6" 5' -5" 160 6 -5" 5' -2" 165 6' -3" 5' -1" 170 6 -2' 4' -11" 175 6' -1" 4' -9" 180 6 -0 4' -8" 185 5' -11" 4' -6" 190 5' -10" 4' -5" 195 5 -9" 4' -3" 200 5' -9" 4' -2" 205 5' -8" 4' -1" 4 SEPARATION TG GLA30 RE' ;UIREMEN 3 (i) SEE MINIMUM SEP ARATIGN TO GLASS :SCHEDULE F OR SHUTTERS INSTALLS WITHIN THE FIRST 30' -0" ELEVATION OF BUILDING MEASURED AT 8CT CM OF SI TER. (2) MINIMUM SE ?ARATICN TO GL • FOR SHUTTERS INST.aLL' =D ABOVE 30' -0" EL0'/ ION CF SUILC1NG, �I A7 =OTTO M CF SHUT-FR ,� 3". MINIMUM SEPARATICN TO GLASS SCHEDULE: WALL LL MOUNTING SHUT E= W/ ON; LOCK CONCRETE & MANSORY (SHEETS 5 & 6) SHUTTER SPAN INSTALLATION W/ 5YU.FTRICAI INSTALLATION W/ OPPOSING CENTERMATES CENTERMATES 105" OR LESS 3 5/16" 4" >105" TO MAX. ALLOWED 3 7/8" 4 " MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY 1W0 LOCKS SHUTTER SPAN INSTALLATION W/ 221510 CENTERMATES INSTALLATION W/ OPPOSING CENTERMATES 105 OR LESS 2 3/4" 3 3/16" >105" TO MAX. ALLOWED 3 1/4" 3 1/4" INSTALLATION LEGEND WALL LL MOUNTING FLOOR /CEILING MOUNTING CONCRETE & MANSORY (SHEETS 5 & 6) WOOD (SHEETS 13 & 14) WALL MOUNTING # 1, 2, 3 & 4 # 1W, 2W, 3W, 4W, 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 & 8 # 8W, 9W & 10W %4AxImUM `" ON Lt: O .P.4f.) (+ OR -) ��r CONCRETE ac 'NCGD INSTALLATIONS 1 WALL LL MOUNTING FLOOR /CEILING MOUNTING L + ((1) I L - (11) L + (6) L - (tt) 30 13 -2 16' -0" 13' -2" 16' -0" 35 12' -8" 14' -10" 12' -8" 14' -10" 40 12' -3" 13' -10" 12' -3" 13' -10" 45 11' -11" 13' -1' 11' -11" 13' -1" 50 11' -7" 12' -5" 11' -7" 12' -5" 55 11' -4" 11' -10" 11' -4" 11' -10" 60 11' -1" 11' -4" 11' -0" 11' -4" 65 10' -10" 10' -10" 10' -7" 10' -10" 70 10' -6" 10' -6' 10' -2" 10' -6" 75 10' -1" 10' -1" 9' -10" 10' -1" 80 9' -10" 9' -9" 9' -7" 9' -10" 85 9' -6" 9' -6" 9' -3" 9' -6" 90 9' -3" 9' -3" 9' -0" 9' -3" 95 9' -0" 6' -9" 8' -9" 9' -0" 100 8' -9" 8' -4" 8' -6" 8' -9" 105 8' -7" 7' -11" 8' -4" 8' -4" 110 R -4 ., 7 . -7 " t 8• -2" 7' -11" 115 8' -2" 7' -3" 8' -0" 7' -7" 120 8' -0" 6' -1 1 " 7 7' -4" 125 7' -10" 6' -8" 7' -8" 7' -0" 130 7' -8" 6' -5" 7' -6" 6' -9" 135 7' -7" 6' -2" 7' -4" 6 -6" 140 7' -5" 5' -11" 7' -3" 6' -3" 145 7-3" 5' -9" 7' -1" 6' -0" 150 7-2" 5' -7" • 7' -0" 5' -10" 155 7' -0" 5' -5" 6' -10" 5' -8" 160 6' -11" 5' -2" 6' -9" 5' -6" 165 6' -10" 5' -1" 6' -8" 5' -4" 170 6' -9" 4' -11" 6' -7" 5' -2" 175 6' -7" 4' -9" 6' -5" 5' -0" 180 6' -6" 4' -8" 6' -4" 4' -10" 185 6' -5" 4' -6" 6' -3" 4' -9" 190 6' -4' 4' -5" 6' -2" 4' -7" i?5 6' -3" 4' -3" 6' -1" 4' -6" 200 6' -2' 4' -2" 6' -0" 4' -5" 205 6' -0' 4' -1" 6' -0" 4' -3" SCH7DLL E +,i. X 'ICI' ±P,I SHUTTER SPAN "L±" OR "L—" (ft.) ,..= IALLATOINIS W/ SY;vlMEir ILL ONI H'./ LOCK & NC LOCKING RODS (SEE O T, 1) IVL:' i - I J • • • • • • •. • • • ` C' FtI,,,U • • • l SCHEDULE * NOTES: (1) L +: MAXIMUM ALLOWABL SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SFAN FOR A GI ',EN NEGATIVE DESGN LOAD. (2) PROCEDURE TO DE; _R,MINE MAXIMUM SPAN FOR WALL ;MOUNTINGS OR FLOOR /GE :LNG: GIVEN A FCSiTi\,= DESIGN LCAC, DETERMINE MAXIMUM SE-AN "L +" "RCM SCHEDULE. GIVEN A NEGATE CESIGN LOAD, DETERMINE MAXIMUM SPAN FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TC DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETNEEN WALL W/ FLOCR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1 += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 - MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li + ", "Lz + ", "Li -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. • MAXIMUM SHUTTER SPAN "L4-" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF 14. F.8 .C.(High Velocity Hurricane Zone) :1� Z1�:�:,�r���f =:, �`,+ l _,: � ,. 1 : . -._ t> ;,_ c 5---4 {' / ^ . � _ � _� � - ' -- " - - -� -- -' — ALUFAB HURRICANE SHUTTERS INC. i (AS SA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY. • CARIBBEAN HV ACCORDION SHUTTER' - - - I L C O f I d G . BERTHA HV Accordion Shutter System = �:- :t -- 3 0 1 07 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -15J 1 e - mail: tilteco�eol.com EB- 0006719 WALTER A. T1LLIT Jr. P. E. FLORIDA Lic. y 44167 REV. No DESCRIPTION DATE Drown by: J.A.S. ����A • �' id 1 OLD 04 -125 5/20/05 DATE: 5/20/05 14 M..m: 1.kt +.ems- v.:Ic'3 (DGiiceS! L ;-: i=ii,;1 MIAMI —DADE COUNTY • ,) / •�] X7_5 - S P.E. SEAL /SIG;N�.TURE /DATE DRAWING No 05-122 3 4 S SHEET 9 OF 14 5 SCH7DLL E +,i. X 'ICI' ±P,I SHUTTER SPAN "L±" OR "L—" (ft.) ,..= IALLATOINIS W/ SY;vlMEir ILL ONI H'./ LOCK & NC LOCKING RODS (SEE O T, 1) IVL:' i - I J • • • • • • •. • • • ` C' FtI,,,U • • • l SCHEDULE * NOTES: (1) L +: MAXIMUM ALLOWABL SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L-: MAX. ALLOWABLE SFAN FOR A GI ',EN NEGATIVE DESGN LOAD. (2) PROCEDURE TO DE; _R,MINE MAXIMUM SPAN FOR WALL ;MOUNTINGS OR FLOOR /GE :LNG: GIVEN A FCSiTi\,= DESIGN LCAC, DETERMINE MAXIMUM SE-AN "L +" "RCM SCHEDULE. GIVEN A NEGATE CESIGN LOAD, DETERMINE MAXIMUM SPAN FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TC DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETNEEN WALL W/ FLOCR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1 += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 - MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "Li + ", "Lz + ", "Li -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. • MAXIMUM SHUTTER SPAN "L4-" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF 14. F.8 .C.(High Velocity Hurricane Zone) • .-. ••• .• - • •- -•-.. •. •• • • • •• ACSCAS SF'aCN - (�' '"'HEN-J1 E ' UM ANCHC SP E -r DEL .ANCHOR S P= l ICA1iCl \IS S 1.'j'.e'i1� :)41 • F.31. :PfES WiE: RA INV (P,a f ) AND CORR ES !'KING f Y1 l ,LING ..- 7 - TAPCON GIVEN T r1. 1 CC OR A GI`7EN A.X. SHUTTTR SPAN 0 SIGN NE TTVF � .D AND A •RR FONOING MOUNTING TYPE ALL POINTS SOLID -Sc FOR CONCRETF OR CONCRETE 8LOC< INSTALLATIONS ONi SHEET 11 WEDGE-ear • • • • • • • • r ON SHE T 5) • • ( c_ MOUNTINGS 1 , 2, 3 & 4 • • • • • • • • • •• • . . • • • ' 4'muymi -- --° • s- � .A.. R • • UtiL L..UC�X . • • , N R c--- i r 0 � E_ - 2 r�l : _ � • _ c v,IC4�lc OC 3 '-.9..D... irl I I \; P I � i 1' bAc:,.I8 /C HE/ � I_I_ W212_ 11 ' ICI 'PU .^' . . _- _ ,1 H V l { .. -.. ■�.. WALL MC .. I . `. ,,. I - T 1 - „,.,.� NEGATIVE ._. =iGN CAD ( ?3t • • N[( PTE ENE ;A iYE DESIGN (p /f 30 4C , 50 _ 30 i 4: • ?1T 30 40 30 i 0 1 20 760; 2 2C 1 130 2C5 2 G 15C 205 3' -0 OR LESS 4 12 1 5 1 2 1 1 3 14 9 1 3 o" i 5 4 12 70 9 8 3 5 6 4 12 10 CO lno 12 10 L It 12 10 c0 _1 1 t0� . 1p 1 O 9 8 6 6 1 2 10 9 a 3 6 0 1 4 12 10 12 10 1 12 1 10 4 14 9 8 6 5 4' -0" 2 1 10 3 12 10 12 10 72 7 .5 3 - .51- i 5 12 10 4 J 12 10 J L-_ L 12 10 E t0 eF 12 3 5.5 - C)I • I ff_l S 5 1 O Irt v) i 12 10 5 12 10 1 12 10 12 3 4 - 6 3.5 14 6 6 5' -0' 14 10 4 3 1 12 10 3 12 10 12 1 - - - 14 14 TO 1 5.5 12 10 3 12 10 tip 12 1 Hi co - - I r i s i d - 14 co co 14 10 6 4.5 12 10 E 12 1 12 1 - - - 14 10 6'-0" 14 12 10 5 3 - 12 10 3.5 - 12 10 j 12 10 4 - - 3.5 - - 1 - 7 1 2 1 5.5 - - 12 10 t 4.5 - 12 10 E 12 10 3 - - w.l of 8 3 - 1 co 4.5 14 12 10 8 5 .3 5 12 10 12 10 12 10 7 5 - - 7 - - 14. 12 3 7' -0" 8 " -0" 14 12 10 3.5 - - 4 12 10 5.5 - 12 10 1 - - - 12 5.5 - - - 14 3. - - 14 12 10 L 4 - - 4 12 10 6.5 - 1 +1 - - - * *. 12 12 12 10 1 1 0, 0, m03 co 03 ED ED - In to ,l 1 4 12 12 11.5 10 (0 v I - - - - - - - - 14 �V 12 12 11.5 , 0)0) )o 8 8 3.5 5 3.5 - - - - - - - 14 14. 14 11.5 7.5 O O N N • rn rn to CO 00 8 5 J.5 14 14 12 10 10 5 6.5 3 4 - - - 4 12 12 10 1 8 3.5 6.5 3.5 - - - 14 10 5,5 - - - 12 10 4.5 - - L 12 1 L - 14 12 - - - 14 12 of 8 3 - - 14 12 10 71 71 6.5 - 14 10 8 5 - - 12 10 7 - - 12 1 - 14 1 - - - 14 1 7 - - - 14 12 10 5 - 9' -0' 14 12 10 5.5 3.5 - - - 12 10 6.5 - - - 12 10 5.5 - - 13.5 10 4 - - - - - 13.5 10 5 5 - - - - 13.5 5.5 - - - 14 12 1 0 6.., 4 - - - 12 10 F 7.5 3 - - L 12 10 [7: t4 7.5 - 14 12 10 5 - - - - 14 12 10 5.5 - - - 14 O 9 t0 5.5 - - 14 12 10 9 7 4 - - 12 10 8 5.5 - - 12 10 8 - 14 12 7.5 3.5 - - - - 14 12 10 4 - - - 14 9 4 - - 10' -0" 14 12 8 4.5 - - - 12 /0 4.5 - 14 12 1 - - - 1 2 9 - - - - - 12 9 3 - - - - 12 5 - 3 - - - 1 4 12 9.5 5 t') - - - r 12 1 . , 5.5 - t 4 1 2 10 1th - - - 1 4 1 2 I 3.5 - - - - 1 4 1 2 ( 1 8 4 - - - 1 4 ' '2 t`I 7.5 - - - 14 12 10 8.5 - - - 12 10 8 14 12 1 0 - - - 14 1 2 - - - - - 1 4 12 5.5 - - - - 1 4 12 5.5 - - - /1 ' 14 12 .3.5 - - - - 14 12 10 - - - - 12 1 0 - - - - 1 1 8. - - - - - - 1 1 8 5.5 - - - - - 1 7 8. 5 3.5 - - - - 14 12 4 - - - - 1 4 12 1 0 iI - - - - V 12 10 0, - - - - 1 4 12 2 3.5 - - - - 14 1 2 1 0 5 - - - - 1 4 12 O 9 - - - - 14 12 7 - - - - 1 4 12 10 - - - - 12 10 - - - - 1 4 1 2 3.5 - - - - - 14 12 10 3.5 - - - - 14 12 6.5 - - - - 12 -0' 14 12 5 - - - - - 12 10 12 10 - - - - - 10 7.5 10 7.53.5 - - - - - 11 5 5 14 12 5.5 - - - - - 12 10 12 10 - - - - - 14 12 ------ - - - - - 14 12 10 - - - - - 1• 2 10 14 12 9 - - - - - 12 10 12 10 - - - - - 14 12 - - - - - 14 12 7 - - - - - 14 12 9 5.5 - - - - 13' -0" 14 12 4 - - - - - 14 12 7.5 12 10 - - - 9 5 - - - - - - 9.5 7 - - - - - - 9.5 - 4 14 12 4.5 - - - - - ' 4 12 9 12 10 - - - - 14 12 4 - - - - - 14 12 5.5 - - - - - 14 10 co 14 12 7.5 - - - - - 14 12 10 12 10 - - - - - 14 9 - - - - - - 14 12 4.5 - - - - - 14 7,5 14' -0' 1 4 10.5 3.5 - - - - - 14 12 5.5 - - - - - 12 10 - - - - 8.5 3.5 - - - - - - 8.5 6.5 - - - - - - 8.5 6 5 3.5 1 4 12 4 - - - - - 14 12 6.5 - -• - - - F 12 10 - - - - 14. 2 4 - - - - - 14 12 6 - - - - - 14 12 9 - - - - - 14 12 6.5 - - - - - 14 12 10 12 10 - - - - 14 6.5 - - - - - - 14 12 3.5 - - - - - 14 12 6.5 15' -0' 14 8. 5 - - - - - - 12 - 12 - - - - - 8 14 9.5 - - - - - - F- 12 - 12 - - - - - - 14 14 12 - - - - - - 12 - 12 - - - - - - 14 - - - - - - 14 11.5 - - - - - - 14 16 -0" 14 - - - - - - - 14 - - 14 ' - - - •- - - - 14 - - 14 - - 14 - - - - - - - 14 - - - - - - 14 - 14 - - 14 - 14 F.B.C.(High Velocity Hurricane Zone) R` ...1;r s! con 1,1 _ ?k: ; ;-n - ,,:✓nt:! :-._, . 21:ri "c �` y. ; ; ;T jam.- , , E ::::nv N:1-0 o 1/ -L y , 3o ` c _ -_ = "r - - -.� .._....� ALUFAB HURRICANE / SHUTTERS, INC. (AS SA # 1 07) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. 'CARIBBEAN HV ACCORDION SHUTTER ' IN . 0 1 a BERTHA H V T� A ccordion ShuttcrSystem TILL TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Sta. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e -mail: e .com 6719 EB-0- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV- No DESCRIP110N DATE Drawn by: J.A.S. 1 oLO o4 -1zs 5/20/05 DATE: 5/20/05 ' ao - /j // / $y j`���( 2 DRAWING No 05 -1 22 Nli4m: Day' L on: , _:1 Division MIAMI -DADE COUNTY 7/ %%� %''-. P.E. SEAL /SIGNATURE /DATE 4 5 SHEET 10 OF 14 5 • .-. ••• .• - • •- -•-.. •. •• • • • •• FDCE DISTANCE VERSUS SPACING FOR ANCHORS a.t. 7, -' `:E. - ;Sty "!..:•:� ,_ ;; : ` _ v t1 MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR 1/4". TAPCON AND SOLID SET AND WEQGE -BOLT FOR E. 0. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E. 0. FOR ALL POINT SOUO SET ANCHORS IS 3"). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR © 2003 EASTERN METAL SUPPLY, INC. WEDGE -BOLT 1 /4 "• TAPCON SOUO SET I L MIN. SPACING - 3' 41N. SPACING - r MW. SPACING ■ ■ 3.5" 3" 0.83 0.83 0.78 1 2 1/2" 0.66 0.66 - 2" 0.50 0.50 - J LHCRS 31:411C24 Lsi lo' , TAPCON ALL POINTS SCUD-SET WEDGE - BCLT MAXIM: M AN (ft) CEILING MCUIN ilNG 1. 1 NE�ATNE - 3E - SIGN LOAD (Psf) 0 � 40 i 50 I, 75 90 1 120 1 150 1 205 "r AC1N 3 In AND. Vii+ R • • • • • •E= MC11 • • • • • • • • • • • • • C • cc ••• IN _2L MUUfNT!NG O • Lori. r si • • 30 40 1 r9ry tr' I ,!C 205 • SCHEDULE FOR A GIVEN SHUTT PAN rt-j FSIGN NEGA IVF GAD PE FOR CONC cET;� INSTALLATIONS li 5, 6, 7, & 3 ON SHEET 6 IN T 1 • • 'Lti C,?E FLUOR iMUUN 0'JL 7 : c, TiE CEi;N !CAC ' •30 40 60 75 90 120113E • 205 FLOOR MLLNI ... NE;,:" E CESIGN _AD (psi 1 '0 • 4.7 60 75 90 120 160 205 14 12 10 9 8 8 6 6 14 12 10 9 8 6 14 12 10 9 8 8 6 5 14 12 10 9 5 8 6 5 14 12 (10 9 14 12 10 9 8 8 5 6 14 12 10 9 8 8 5 6 14 12 10 9 8 8 5 6 14 12 10 9 8 8 S 6 14 12 10 9 14 12 /0 14 12 10 9 8 8 6 6 14 12 14 12 10 9 8 8 6 6 14 12 10 14 12 10 9 8 8 6 5 14 14 12 10 9 5 8 6 5.5 14 14 12 10 9 8 8 5 6 14 12 10 9 8 8 6 5 14 12 10 8 6 6 14 12 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 8 6 6. /4 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 6 4.5 J.5 14 12 10 9 8 5 6 6 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 14 12 10 - 9 7.5 5.5 4 - 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 6 14 12 10 8 6.5 5 - - 14 12 10 8 6.5 5 14 12 10 9 8 14 12 8 6.5 5 14 12 9 7 6 4.5 - 14 12 8 6.5 5.5 - 14 12 10 9 8 13.5 10 6.5 5.5 4.5 - 14 11.5 7.5 6 5 - - - 114 12 10 9 14 12 10 8.5 7 12.5 9.5 6 5 - 14 10.5 7 5.5 - 14 12 10 8 12 9 6 13.5 10 6.5 9 8 8 6 6 14 12 10 9 12 10 9 8 8 6 6 14 12 10 9 5 8 6 4.5 14 12 10 9 14 12 10 14 /2 14 12 10 9 8 8 6 - 14 12 14 12 10 9 8 8 6 - 14 12 14 12 10 9 8 8 6 - 14 12 14 12 10 9 8 8 - - 14 11.5 14 12 10 9 7.5 5.5 - - 14 12 10 9 8 8 - - 14 12 14 12 10 14 12 10 14 12 10 9 8 8 14 12 10 9 8 6.5 - - 14 12 10 9 8 8 14 11 7.5 6 5 - - - 14 12 10 9 8 14 12 10 14 12 10 9 8 - 14 12 10 9 8 14 12 10 9 14 12 10 14 12 10 9 10 9 8 6 5.5 14 12 110 14 12 10 9 7.5 5.5 4 3 - 14. 12 14 12 10 9 8 6.5 5 3.5 14 12 14 12 10 9 8 8 6 5.5 14 12 10 10 8.5 10 14 12 9 7 6 4.5 - - 4 _14 12 10 9 8 8 - - 14 10.5 7 14 12 10 9 8 8 - - 14 12 8 14 /2 10 12.5 9.5 6 14 10.5 7 - - 14 12 10 - - 11.5 8.5 5.5 8 8 5 5 8 8 " 5 8 6.5 5 3.5 - 14 12 9 7.5 5.5 4 3 14 12 9 6 4.5 14 12 7 5.5 4 3 8 6.5 5 3.5 - - 14 12 10 9 8 - 14 12 7.5 6 ' 5 3.5 - 8.5 7 5.5 4 14 12 10 9 8 8 - - 14 12 10 9 8 8 - - 14 12 10 9 8 6 5.5 4.5 3.5 - 6 5 9 7.5 5 4 4.5 3.5 13 10 6.5 5 4 - - 14 12 9.5 7.5 6 14 12 10 9 8 - - - 10.5 8 5 4 3.5 8 - - - 12 9 6 4.5 4 14 12 8.5 7 6 - 14 17.5 7.5 - 14 10.5 - /4 12 - 14 12 - 12.5 9.5 J - - 11.5 8.5 5.5 4.5 3.5 - - 13 9.5 6.5 5 5 - - T 14 12 9.5 7.5 5 4 6 4.5 - 14 12 8.5 7 3.5 - - - 11 8 5.5 4 - - - 14 12 8 6.5 3.5 - 1 0 7 4 5.5 4.5 8 7 - 10.5 7.5 12 9 - - - 9.5 7 10 7.5 5 4 9 6.5 - - 11 8.5 5.5 4.5 - 7.5 14- 12 8 6.5 - - - - 14 11 14 12 10 9 7 4.5 8 6 14 12 10 10.5 8 9.5 7 14 12 9.5 14 12 10 14 11.5 7.5 - 11 8 5.5 14 12 10 8.5 6.5 4 12.5 9.5 6 14 12 10 10 7.5 5 - 14 10.5 7.5 5.5 - - - 9 6.5 10 9 10 10 9 10 10 9 10 7 5 10 5 4.5 4.5 5 7.5 4 4.5 7 4 4.5 9 7 9 6 7 9 5.5 6 9 3 -0 OR LESS 4 5' -O" 6' -0" 8' -0" 9' -0" 10 -0" 11'-0" 12' -0" 13' -0" 14 " -0" 15 -0" 16'- 14 14 12 10 i 8 8 O i 5 1 12 9 Z° ? 14 12 10 9 1 8 8 5 6 14 12 10 9 8 3 5 6 6 12 12 IC 9 - 14 12 10 14 - 14 10.5 7 a 4 5.5 6 6 6 4 14 14 14 14 14 14 13 9.5 6.5 a 7.5 9 8 8 8 5 7 8 5 6 8 4.5 5 7.5 4 4.5 6.5 3.5 4 5.5 3 3.5 5 2.5 3 4.5 5 5.5 6 5 4.5 5 6 3.5 4.5 6 3 3.5 5.5 3 3 5 6 4.5 5 6 3.5 4 6 3 3.5 5 3 4 `NrTi C1 ANCHOR L L!REUE POURED CONCR2 = CP CCNC7E_7 8LOC;< SiU857R,>TE I. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING PCURED CONCRETE: (Min. f'c = O 4si) - 1/ ") T,APCCN ANCHORS. AS MANUFACTURED BY L.W. T RAM =C.;' RED HEAC. - x 3/ +' ALL. POINTS SCL:C -_ET ANCHORS AS DISTRIBUTED EY /L_ PONT'S SC2i N, BCL- a EPEC:AL7 ' WE:GC -SCLT ANc -CRS ?5 MANUF1CTUF50 3Y PCWET_ F ..ETDIIria, INC. NOTES: , .:) MINIMUM :'.A6EOME:IT TNT? - ^_L'RED CONCRETE CF TAPCON .ANC: -,CR5 :5 1 '. •,' ,:NC 2" FCR WE;'C -ECLT ANC;CRS. :) :1,IIN!1J_M E.`,IBEGMd_'•IT OF 1/A') 3/4" ALL 7C!NTS SOLD - S^ ANCHORS SHALL SE 7!3' INTO THE ?CURE: CONCRETE. NO EMBL:MENT INTO ST!,CC0 SHALL SE . ERMITiEO. : 4" 0 S.S. MACHNE SCFE:Y USED SHALL BE i /2" LONG MINIMUM SHOULD STUCCO: EXIST, AND I" .MINIMUM FCR WALLS 'NCH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS CR ANY VENEER BE FOUND ON THE EXISTSNC 'NALL CR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANC-CRAGE SHALL BE AS INDICATED ON NOTES A.i.) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR SFS CONSULT THIS ENGINEER. (5) TO EXISTING CONCRETE BLOCK WALL' - 1/4 "9 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "• x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "9 WEDGE -BOLT W/ 1/4 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS. 15 1 1/4 ". 8.2) MINIMUM EMBEDMENT OF 1/4 "o x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 - S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, ANO 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL 56 AS INDICATED ON NOTES 6.1) 10 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.0.) VERSUS SPACING RELATIONSHIP FOR ANCHORS F.B.C.(High Velocity Hurricane Zone) a.t. 7, -' `:E. - ;Sty "!..:•:� ,_ ;; : ` _ v t1 ` ^� c� , �t •� - - --- •---'- -- ALUFAB HURRICANE SHUTTERS INC. ' INC (ASSA #107) 13000 NW 38th AVE. MIAMI FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. CARIBBEAN HV ACCORDION SHUTTER' I L E C O I{ M C BERTHA HVTM Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6J55 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871-1530 : F : (305)871 -1531 e -mail: tilteco1aol.com E8-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. N 44.167 REV. No DESCRIPTION DATE Brown by: J.A.S. Ex i _ µ ; 11 E^ :i. ' ;°pJ � � �.. /�;✓/i', 1 ow 04 25 - 5 /20 /os DATE: 5/20/05 2 DRAWING No 05-122 ;, : :•..� : tic : :G.a MI' :3 MIAMI -DADE COUNTY - i . - ' - _ : J r P.E. SEAL /SIGNATURE /DATE J 4 s - SHEET 11 OF 14 s LHCRS 31:411C24 Lsi lo' , TAPCON ALL POINTS SCUD-SET WEDGE - BCLT MAXIM: M AN (ft) CEILING MCUIN ilNG 1. 1 NE�ATNE - 3E - SIGN LOAD (Psf) 0 � 40 i 50 I, 75 90 1 120 1 150 1 205 "r AC1N 3 In AND. Vii+ R • • • • • •E= MC11 • • • • • • • • • • • • • C • cc ••• IN _2L MUUfNT!NG O • Lori. r si • • 30 40 1 r9ry tr' I ,!C 205 • SCHEDULE FOR A GIVEN SHUTT PAN rt-j FSIGN NEGA IVF GAD PE FOR CONC cET;� INSTALLATIONS li 5, 6, 7, & 3 ON SHEET 6 IN T 1 • • 'Lti C,?E FLUOR iMUUN 0'JL 7 : c, TiE CEi;N !CAC ' •30 40 60 75 90 120113E • 205 FLOOR MLLNI ... NE;,:" E CESIGN _AD (psi 1 '0 • 4.7 60 75 90 120 160 205 14 12 10 9 8 8 6 6 14 12 10 9 8 6 14 12 10 9 8 8 6 5 14 12 10 9 5 8 6 5 14 12 (10 9 14 12 10 9 8 8 5 6 14 12 10 9 8 8 5 6 14 12 10 9 8 8 5 6 14 12 10 9 8 8 S 6 14 12 10 9 14 12 /0 14 12 10 9 8 8 6 6 14 12 14 12 10 9 8 8 6 6 14 12 10 14 12 10 9 8 8 6 5 14 14 12 10 9 5 8 6 5.5 14 14 12 10 9 8 8 5 6 14 12 10 9 8 8 6 5 14 12 10 8 6 6 14 12 14 12 10 9 8 7.5 5.5 4 14 12 10 9 8 8 6 6. /4 12 10 9 8 8 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 6 4.5 J.5 14 12 10 9 8 5 6 6 14 12 10 9 8 7 5 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 14 12 10 - 9 7.5 5.5 4 - 14 12 10 9 8 6 4.5 - 14 12 10 9 8 8 6 14 12 10 8 6.5 5 - - 14 12 10 8 6.5 5 14 12 10 9 8 14 12 8 6.5 5 14 12 9 7 6 4.5 - 14 12 8 6.5 5.5 - 14 12 10 9 8 13.5 10 6.5 5.5 4.5 - 14 11.5 7.5 6 5 - - - 114 12 10 9 14 12 10 8.5 7 12.5 9.5 6 5 - 14 10.5 7 5.5 - 14 12 10 8 12 9 6 13.5 10 6.5 9 8 8 6 6 14 12 10 9 12 10 9 8 8 6 6 14 12 10 9 5 8 6 4.5 14 12 10 9 14 12 10 14 /2 14 12 10 9 8 8 6 - 14 12 14 12 10 9 8 8 6 - 14 12 14 12 10 9 8 8 6 - 14 12 14 12 10 9 8 8 - - 14 11.5 14 12 10 9 7.5 5.5 - - 14 12 10 9 8 8 - - 14 12 14 12 10 14 12 10 14 12 10 9 8 8 14 12 10 9 8 6.5 - - 14 12 10 9 8 8 14 11 7.5 6 5 - - - 14 12 10 9 8 14 12 10 14 12 10 9 8 - 14 12 10 9 8 14 12 10 9 14 12 10 14 12 10 9 10 9 8 6 5.5 14 12 110 14 12 10 9 7.5 5.5 4 3 - 14. 12 14 12 10 9 8 6.5 5 3.5 14 12 14 12 10 9 8 8 6 5.5 14 12 10 10 8.5 10 14 12 9 7 6 4.5 - - 4 _14 12 10 9 8 8 - - 14 10.5 7 14 12 10 9 8 8 - - 14 12 8 14 /2 10 12.5 9.5 6 14 10.5 7 - - 14 12 10 - - 11.5 8.5 5.5 8 8 5 5 8 8 " 5 8 6.5 5 3.5 - 14 12 9 7.5 5.5 4 3 14 12 9 6 4.5 14 12 7 5.5 4 3 8 6.5 5 3.5 - - 14 12 10 9 8 - 14 12 7.5 6 ' 5 3.5 - 8.5 7 5.5 4 14 12 10 9 8 8 - - 14 12 10 9 8 8 - - 14 12 10 9 8 6 5.5 4.5 3.5 - 6 5 9 7.5 5 4 4.5 3.5 13 10 6.5 5 4 - - 14 12 9.5 7.5 6 14 12 10 9 8 - - - 10.5 8 5 4 3.5 8 - - - 12 9 6 4.5 4 14 12 8.5 7 6 - 14 17.5 7.5 - 14 10.5 - /4 12 - 14 12 - 12.5 9.5 J - - 11.5 8.5 5.5 4.5 3.5 - - 13 9.5 6.5 5 5 - - T 14 12 9.5 7.5 5 4 6 4.5 - 14 12 8.5 7 3.5 - - - 11 8 5.5 4 - - - 14 12 8 6.5 3.5 - 1 0 7 4 5.5 4.5 8 7 - 10.5 7.5 12 9 - - - 9.5 7 10 7.5 5 4 9 6.5 - - 11 8.5 5.5 4.5 - 7.5 14- 12 8 6.5 - - - - 14 11 14 12 10 9 7 4.5 8 6 14 12 10 10.5 8 9.5 7 14 12 9.5 14 12 10 14 11.5 7.5 - 11 8 5.5 14 12 10 8.5 6.5 4 12.5 9.5 6 14 12 10 10 7.5 5 - 14 10.5 7.5 5.5 - - - 9 6.5 10 9 10 10 9 10 10 9 10 7 5 10 5 4.5 4.5 5 7.5 4 4.5 7 4 4.5 9 7 9 6 7 9 5.5 6 9 3 -0 OR LESS 4 5' -O" 6' -0" 8' -0" 9' -0" 10 -0" 11'-0" 12' -0" 13' -0" 14 " -0" 15 -0" 16'- 14 14 12 10 i 8 8 O i 5 1 12 9 Z° ? 14 12 10 9 1 8 8 5 6 14 12 10 9 8 3 5 6 6 12 12 IC 9 - 14 12 10 14 - 14 10.5 7 a 4 5.5 6 6 6 4 14 14 14 14 14 14 13 9.5 6.5 a 7.5 9 8 8 8 5 7 8 5 6 8 4.5 5 7.5 4 4.5 6.5 3.5 4 5.5 3 3.5 5 2.5 3 4.5 5 5.5 6 5 4.5 5 6 3.5 4.5 6 3 3.5 5.5 3 3 5 6 4.5 5 6 3.5 4 6 3 3.5 5 3 4 `NrTi C1 ANCHOR L L!REUE POURED CONCR2 = CP CCNC7E_7 8LOC;< SiU857R,>TE I. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING PCURED CONCRETE: (Min. f'c = O 4si) - 1/ ") T,APCCN ANCHORS. AS MANUFACTURED BY L.W. T RAM =C.;' RED HEAC. - x 3/ +' ALL. POINTS SCL:C -_ET ANCHORS AS DISTRIBUTED EY /L_ PONT'S SC2i N, BCL- a EPEC:AL7 ' WE:GC -SCLT ANc -CRS ?5 MANUF1CTUF50 3Y PCWET_ F ..ETDIIria, INC. NOTES: , .:) MINIMUM :'.A6EOME:IT TNT? - ^_L'RED CONCRETE CF TAPCON .ANC: -,CR5 :5 1 '. •,' ,:NC 2" FCR WE;'C -ECLT ANC;CRS. :) :1,IIN!1J_M E.`,IBEGMd_'•IT OF 1/A') 3/4" ALL 7C!NTS SOLD - S^ ANCHORS SHALL SE 7!3' INTO THE ?CURE: CONCRETE. NO EMBL:MENT INTO ST!,CC0 SHALL SE . ERMITiEO. : 4" 0 S.S. MACHNE SCFE:Y USED SHALL BE i /2" LONG MINIMUM SHOULD STUCCO: EXIST, AND I" .MINIMUM FCR WALLS 'NCH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS CR ANY VENEER BE FOUND ON THE EXISTSNC 'NALL CR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANC-CRAGE SHALL BE AS INDICATED ON NOTES A.i.) & A.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR SFS CONSULT THIS ENGINEER. (5) TO EXISTING CONCRETE BLOCK WALL' - 1/4 "9 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4 "• x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. - 1/4 "9 WEDGE -BOLT W/ 1/4 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE -BOLT ANCHORS. 15 1 1/4 ". 8.2) MINIMUM EMBEDMENT OF 1/4 "o x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0 - S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, ANO 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL 56 AS INDICATED ON NOTES 6.1) 10 8.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.0.) VERSUS SPACING RELATIONSHIP FOR ANCHORS F.B.C.(High Velocity Hurricane Zone) • • • ..- + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14, EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ C =0.55 (N.D.S) - DOUGLAS FIR W/ C =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ C =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =C.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone) MAXIVIAI D :SIGN: P J [ :RATING (0., t AND CORRESPONDING MAXIMUM ANCHOR NCHCR SPACING (Ir'1.) SCHEDULE DESIGN I OIAO AND A CORRESPONDING MO(JNTINNG TYPE. FOR ALUFAB HURRICANE SHUTTERS, INC. (ASSA # 1 07) 13000 NW 38th AVE. MIAMI FL. 33054 PHONE: (305)688 -4701 GIVEN MAX. SHUTTER SPAN, NEGATIVE • "• •' (SEE MOUNTINGS ON SH:EII S 13 & 14). • • • • • •• • • • MAX!,�IU�.I SPAN (ft) • • • L___J BERTHA HVTM ccordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. NRGNLA GARDENS, FLORIDA 33166 .Phone : (305)871 =1530 . Fax : (305)871 -1 e -mail: tiiteco®ool_com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA LIc. I F 44167 REV. No DESCRIPTION i a �� 1 ; --- 1 5/20/09 DATE: 5/20/05 ""--- . - - - - - ^ �� -° ---'"-- �- , SOUTHERN PINE No. �. .J A.0 =4.�i�, ' L°QUOLA.3 FIR 1 +b • yN1' i i i r: �. . i 'i i . SPRUCE PINE FIR NORTH • W/ vIIN. G ='0.n J S�FRUCE PINE FR SOUTH W IM IN. G = 0. J C 1/ �" MIN. �J,\ ,- ' ,/ ` ! CD WALL MOUNTINGS 1W, 2W, 3W 6'N ''CE "LING'MCUN 'BV!t' FLOOR MOUNTINGS 9W & 10W WALL MOUNTINGS 1'v�l, 2'N, 3W & 6W CEII I'NG MOUNT 8W; WALL MGUINIT INGS FLOOR MOUNTINGS 1 W 2W 3`N & 6w 9W & 1 OW 1 CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W v MOUNTINGS 4''N & 5W NEGATIVE DESIGN LOAD (psf) NEGATIVE CESIGN LOAD ( NEGATIVE DESIGN LOAD (psf) NEGATIVE DESiGN LOAD (psf) , NEGATIVE DESIGN LOAD (psf) ! NEGATIVE DESIGN LOAD (psf) . NEGATIVE DESIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 ' 90 105 30 40 60 75 90 `1 0530 40 60 75 90 105 . 30 40 60 75 90 105 30 40 60 75 90 105 3' -0" OR LESS 1 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 4' -0" 1 2 1 0 1 0 9 8 8 6 6 6 6 6 6 1 2 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 5' -0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -0" 1 2 1 0 1 0 9 8 6.5 6 6 6 6 5.5 4.5 1 2 1 0 1 0 f 9 8 5 6 6 6 5.5 5 4.5 1 2 1 0 1 0 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7' -0" 1 2 1 0 1 0 9 6.5 4 6 6 6 5.5 4.5 4 1 2 1 0 1 0 9 5 3 6 6 6 5 4 3.5 1 2 1 0 1 0 7 3.5 - ' 6 6 6 5 4 3.5 6 5 4 4 - - 8' -0" 1 2 1 0 1 0 7.5 4.5 3 6 6 6 5 4 3.5 1 2 1 0 1 0 6 3.5 - 6 6 5 4.5 3.5 3 1 2 1 0 1 0 4 - - 6 6 5 4.5 3.5 3 6 5 4 - - 9' -0" 1 2 1 0 1 0 5 3.5 - 6 6 5.54.5 3.5 3 1 2 1 0 9 4 - - 6 6 4.5 4 3 3 1 2 1 0 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10' -0" 1 2 1 0 7.5 4 - - 6 6 5 4 3 - 1 2 1 0 6 3 - - 6 6 4 3.5 3 - 1 2 1 0 „ - - - 6 6 4 3.5 3 - 6 5 - - - - 11' -0" 1 2 1 0 5.5 - - - 6 6 4.5 - - - 1 2 1 0 4.5 - - - 6 5.5 3.5 - - - 1 2 1 0 - - - - 6 5.5 4 - - - 6 5 - - - - 12' -0" 1 2 1 0 4.5 - - - 6 6 4 - - - 1 2 1 0 3.5 - - - 6 5 3.5 - - - 1 2 1 0 - - - - 6 5 3.5 - - - 6 5 - - - - 13' -0" 1 2 10 - - - - 6 6 - - - - 12 10 - - - - ' 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 14' -0" 12 10 - - - - 6 5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6 - - - - 16' -0" 12 - - - - - 11.5 - - - - - - 5 - - - - - 6 - - - - - • • • ..- + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14, EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ C =0.55 (N.D.S) - DOUGLAS FIR W/ C =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ C =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =C.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone) M 'LIE' " -- ts il::ie,:7. C'ai" -aE- 1' vic ±3`3+; :. . :, O� C� By - t \ ^- -- ALUFAB HURRICANE SHUTTERS, INC. (ASSA # 1 07) 13000 NW 38th AVE. MIAMI FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY. INC• CARIBBEAN HV ACCORDION SHUTTER' C o 1 N C. BERTHA HVTM ccordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL, Ste. 305. NRGNLA GARDENS, FLORIDA 33166 .Phone : (305)871 =1530 . Fax : (305)871 -1 e -mail: tiiteco®ool_com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA LIc. I F 44167 REV. No DESCRIPTION DATE Drown by: J.A.S. 1 OLD 04 - 125 5/20/09 DATE: 5/20/05 ""--- . - - - - - ^ �� -° ---'"-- �- 2 DRAWING No 05- 122 Nficinii; :L; '.;.:lo 1+._3-," i Division MIAMI -DADE COUNTY ? • % • 1 -/ / P.E. SEAL/ SIGNATURE /DATE 3 4 s SHEET 12 OF 14 s • • • ..- + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 & 14, EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ C =0.55 (N.D.S) - DOUGLAS FIR W/ C =0.50 (N.D.S.) - SPRUCE PINE FIR NORTH W/ C =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =C.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone) LASS --- II TING II ASS - CONT. PLATE 1 EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) / WALL FINISH 1 / 4 " TA. ?CON W/ 1 1 / :Nin. PENETRATICN CF THREADED AREA /' TO EXISTING WOOD 1-1EA0ER. • • / (SEE ECHED'.:LE ON SHE'S;' 12 • • • • • • • • • • • WALL FINISH Qyi0 l I III R 4W WALL CONNECTION AT BOTTOM I � • • • • • •• cla • • . e• 2 "x4" CONT. WOOD PLATE REQ'D. 1/4"0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 0— — ••• 1/2" MIN. CDX PLYWOOD REQ'O. EXISTING MIN. 2 "x4" STUDS ® 16" 0.C. MAX. REVD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. s itiATKINTION DETAILS ON EXISTING ••• • • i Ai - • • ! • • 1•• _ • I •, n ■ • • • \• • / I\ •• / • • • • •\• • • ; . � • i . • • 0 I EXISTING GLASS --II -n EXISTING GLASS — II •• 1/2" MIN. CDX PLYWOOD REQ'D. WALL FINISH WALL FINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) PE NETRATIGN CF 'iHR -ACED AREA TO EXiST1NG W000 HEADER. (SEE SCHEDULE ON SHEET 1 /i''D -_0x., 1 :. S - �viA.CHItNE SCREWS W/ 1 /4- -20 NUTS % 12" C.C. I — EQ_i 4--,1 I 7"� • C WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1" Min. 0 WALL CONNECTION AT BOTTOM 1 1/4'0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" 0.C. 1/4"� TAPCON W/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8 " =1" hil 0 W000 BUILDINGS - 9 1 EXISTING 1 GLASS - -i 1 i i HIN. SE ?AF.AT,CN TO GLASS ScC SL;,E_ULE ON EH ET 9) WALL FINISH ___(C1 0R 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING W000 PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4" CONT. SILL PLATE REQ'D. © WALL CONNECTION AT BOTTOM MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4' -20 NUTS © 12" 0.C. 1 -SEE SHEET 3 FOR TYPICAL SHUTTER TER ASSE:MELY 2- MOUNTING SECTIONS CAN 62 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4'0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 12) 0 WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane Zone) PRODUCT REVISED &t :Li :I ='� -- A t e: 0 5 O. 0 -t � =- �` = r l - ALUFAB HURRICANE SHUTTERS, INC (ASSA 107) 130 NW 38th AVE. MIAMI FL 33054 PHONE: (305)688 -4701 ©2003 EASTERN METAL SUPPLY. INC. ' CARIBBEAN HV ACCORDION SHUTTER' C O 1 N C BERTHA HVT N Accordion Shutter System w.1;i;' "'.'. - >r t' %= t id _ G39 7 J�_ __ B ll 4 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St., Ste. 305, VIRGWtA CHROENS, FLORIDA 33166 Phonc (305)871 -1530. fax (305)871 -1531 e—mail: tilteco @ool.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. No DESCRIPTION DATE Drawn by: J.A.S. - - = -= . _ ` -Jl 1 04 -125 OW 04—t25 O DATE: 5/20/05 2 DRAWING No 05-122 i D "_ �? Co: ir:)i Division do : Division MIAMI —DADE COUNTY --� ' 'V�/ y� -- - -- ' P.E. SEAL /SIGNATURE /DATE 3 4 s SHEET 13 OF 14 5 LASS --- II TING II ASS - CONT. PLATE 1 EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) / WALL FINISH 1 / 4 " TA. ?CON W/ 1 1 / :Nin. PENETRATICN CF THREADED AREA /' TO EXISTING WOOD 1-1EA0ER. • • / (SEE ECHED'.:LE ON SHE'S;' 12 • • • • • • • • • • • WALL FINISH Qyi0 l I III R 4W WALL CONNECTION AT BOTTOM I � • • • • • •• cla • • . e• 2 "x4" CONT. WOOD PLATE REQ'D. 1/4"0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 0— — ••• 1/2" MIN. CDX PLYWOOD REQ'O. EXISTING MIN. 2 "x4" STUDS ® 16" 0.C. MAX. REVD. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.B.C. s itiATKINTION DETAILS ON EXISTING ••• • • i Ai - • • ! • • 1•• _ • I •, n ■ • • • \• • / I\ •• / • • • • •\• • • ; . � • i . • • 0 I EXISTING GLASS --II -n EXISTING GLASS — II •• 1/2" MIN. CDX PLYWOOD REQ'D. WALL FINISH WALL FINISH EXISTING MIN. 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) PE NETRATIGN CF 'iHR -ACED AREA TO EXiST1NG W000 HEADER. (SEE SCHEDULE ON SHEET 1 /i''D -_0x., 1 :. S - �viA.CHItNE SCREWS W/ 1 /4- -20 NUTS % 12" C.C. I — EQ_i 4--,1 I 7"� • C WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1" Min. 0 WALL CONNECTION AT BOTTOM 1 1/4'0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" 0.C. 1/4"� TAPCON W/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8 " =1" hil 0 W000 BUILDINGS - 9 1 EXISTING 1 GLASS - -i 1 i i HIN. SE ?AF.AT,CN TO GLASS ScC SL;,E_ULE ON EH ET 9) WALL FINISH ___(C1 0R 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING W000 PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4" CONT. SILL PLATE REQ'D. © WALL CONNECTION AT BOTTOM MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/4 "0- 20x3/4" S.S. MACHINE SCREWS USING 1/4' -20 NUTS © 12" 0.C. 1 -SEE SHEET 3 FOR TYPICAL SHUTTER TER ASSE:MELY 2- MOUNTING SECTIONS CAN 62 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4'0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF WOOD PLATE. (SEE SCHEDULE ON SHEET 12) 0 WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane Zone) • 40 4040•_ YrI T C • 0D f v im , • • • • • I =•Ct1 •• • • • • • -R ,,,,,...• • • • • • • • • i• Rc� • f ./ i c ' i- ,,t, I �• • ♦ • ii Tl i•Sv 4040 • 5 • - - - • • 3.'4 i� ,-4r �-- rt 1 • • • • • •• • • fi ,z„ • �'�' 1 1 1 • • •1 '•01 3lcTv AIFI'�. TUBE S. M .S : Ili •• • • . , LOY) W/ sLa (3)5/16"0 6 " L 0.0. (6063 - I 5 ALLOY) ❑q I LAG SCREWS TO EACH RAFTER CR le TRUSS. LOCATE LAG SCREWS AT MICWIDTH OF EXISTING WC00 MEMBER, (2" Min. NCMIiNAL WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA. VAUO FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION 15 ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS L4 I DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. OPEN HOLE AT EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER OF TUSE. EXISTING CLASS — EXISTING GLASS -- MIN. SEPARATION To GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS -1 (SEE SCHEDULE ON SHEET 9) TAPCON W/1 1/2" Min. PENETRATION " THREADED AREA INTO WOOD DECK. EE SCHEDULE ON SHEET 12) 9WW EC EC •sti • • • ••• • • • • 2" MIN. FLOOR CONNECTION 9 X1 HOLLOW CEILING MOUNTING INSTALLATION - • • - •.40 • • • 4040. 2 "x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE NOTES: 1 -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3 ' : :6' (Min.) EXISTING W000 8E4,4 REQUIRED. STRUCTURAL ADEQUACY CF EXISTING WCCD BEAM TO BE CERTIFIED SY REGISTERED ENGINEER OR ,ARCHITECT PRIOR TO SHU T_R INSTAL L ATiCi'i. 1/4''3 TAPOCN W/ 1 1/2" Min P VETRAT'CN OF THREACEO AREA TO EXS iNG WCCD 8EAro1. (SE_ SCHEDULE CN SHEE, 12) EXISTING GLASS -- EXISTING GLASS O + O 2 "x6" MIN. W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE SCALE: 3/8" = 1" ./ MIN. SEPARATION TO GLASS H (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR — LOCATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ti ® SOFFIT MOUNTING INSTALLATION 2" MIN. 1/4 "o TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO W000 DECK. (SEE SCHEDULE ON SHEET 12) T 2" MIN. FLOOR CONNECTION 1110x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. EDGE OF DECK IF APPLICABLE 2 "xd" :U!N. 7`\ \\ \ \ `\ N 7 ,I WCCD STUDS. 1� ; ,,,--• 1; = '� T.APCCN • _ n (AS .APFLICAEL - ) 1 /,', ANCH '' OR 5' O.C. ---",-,>.... ; / 1 / 1 ':N / 1 1 /2" MIN. . I \ I PENET?.ATICN IN l i `./ -,U { , // � 1 `i2. FENE RATIO'IN • j 1 • . f, { �G , 1 / - �- �.- I / • 1 P ,• 'VCC 0 IF NO - GL ..S - - I I iI LTUCS = .!ST. \ I / J \ 1 ` 1 , ` I iE':r00 \ �� 1 MIN. SE ?AR,TICN TO GLASS (SEE SCHEDULE CN SHEET 9) ®OR ®CR ©CR OR OORO +® MIN. SEPARATION TO GLASS ( SCHEDULE ON SHEET 9) END CONNECTION DETAIL 'rVALL- � 1-!INISH 2 "x4" MIN. WOOD STUDS REO'D. EXISTING GLASS - 1/2" MIN. •.; /= MIN. CD. PLrWCCC. 1/2" MIN. #10x1/2" S.S. S.M.S. 0 16" 0.0 do 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. WALL ®OR(OR ©OR B FINISH OR 00R0+ END CONNECTION DETAIL 5 F.B.C.(High Velocity Hurricane Zone) P as , :*c :;yi :E`:'' E s, �_ .1L ' S_1 _' : .G =c .it I`'9 O S_ t I t o • 0 Z ' -P- - - --�_ ___._ - -'- - - � •-- -____. ----- ... - - - -- ALUFAB HURRICANE SHUTTERS INC. (ASSA # 1 07 ) 13000 NW 38th AVE MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. a CARIBBEAN HV ACCORDION SHUTTER' IL EC O [ p e . BERTHAHV Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6 35 5 N.W. 36th. St Ste 305, VIRGINIA GAROENS FLORIDA 33166 . . ., . , , Phone : (305)871 -1530. Fax : (305)871 -1531 e -moil: tiltecolgaol.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV Na DESCRIPTION DATE Drawn by: J.A.S. E -•7 ,,�: ate_ , :.:::.�� 1 OL0 04 - 125 5/20/05 DATE: 2 /OS E: 5/ D / • Ey a 2 DRAWING No 05-122 _ '1,4' !..'. �-! � P.E. SEAL /SIGNATURE /DATE Miami t r ` - ''' ° ' "" ` ° ° " LEr13530 MIAMI -DADE COUNTY 3 4 5 SHEET 14 OF 14 5 • 40 4040•_ YrI T C • 0D f v im , • • • • • I =•Ct1 •• • • • • • -R ,,,,,...• • • • • • • • • i• Rc� • f ./ i c ' i- ,,t, I �• • ♦ • ii Tl i•Sv 4040 • 5 • - - - • • 3.'4 i� ,-4r �-- rt 1 • • • • • •• • • fi ,z„ • �'�' 1 1 1 • • •1 '•01 3lcTv AIFI'�. TUBE S. M .S : Ili •• • • . , LOY) W/ sLa (3)5/16"0 6 " L 0.0. (6063 - I 5 ALLOY) ❑q I LAG SCREWS TO EACH RAFTER CR le TRUSS. LOCATE LAG SCREWS AT MICWIDTH OF EXISTING WC00 MEMBER, (2" Min. NCMIiNAL WIDTH) W/ 2' Min. PENETRATION OF THREADED AREA. VAUO FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION 15 ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVITY OF 0.50 AS L4 I DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. OPEN HOLE AT EACH STUD TO ACCEPT 5/16 "0 LAG SCREW AT CENTER OF TUSE. EXISTING CLASS — EXISTING GLASS -- MIN. SEPARATION To GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS -1 (SEE SCHEDULE ON SHEET 9) TAPCON W/1 1/2" Min. PENETRATION " THREADED AREA INTO WOOD DECK. EE SCHEDULE ON SHEET 12) 9WW EC EC •sti • • • ••• • • • • 2" MIN. FLOOR CONNECTION 9 X1 HOLLOW CEILING MOUNTING INSTALLATION - • • - •.40 • • • 4040. 2 "x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE NOTES: 1 -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3 ' : :6' (Min.) EXISTING W000 8E4,4 REQUIRED. STRUCTURAL ADEQUACY CF EXISTING WCCD BEAM TO BE CERTIFIED SY REGISTERED ENGINEER OR ,ARCHITECT PRIOR TO SHU T_R INSTAL L ATiCi'i. 1/4''3 TAPOCN W/ 1 1/2" Min P VETRAT'CN OF THREACEO AREA TO EXS iNG WCCD 8EAro1. (SE_ SCHEDULE CN SHEE, 12) EXISTING GLASS -- EXISTING GLASS O + O 2 "x6" MIN. W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE SCALE: 3/8" = 1" ./ MIN. SEPARATION TO GLASS H (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR — LOCATION MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ti ® SOFFIT MOUNTING INSTALLATION 2" MIN. 1/4 "o TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO W000 DECK. (SEE SCHEDULE ON SHEET 12) T 2" MIN. FLOOR CONNECTION 1110x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. EDGE OF DECK IF APPLICABLE 2 "xd" :U!N. 7`\ \\ \ \ `\ N 7 ,I WCCD STUDS. 1� ; ,,,--• 1; = '� T.APCCN • _ n (AS .APFLICAEL - ) 1 /,', ANCH '' OR 5' O.C. ---",-,>.... ; / 1 / 1 ':N / 1 1 /2" MIN. . I \ I PENET?.ATICN IN l i `./ -,U { , // � 1 `i2. FENE RATIO'IN • j 1 • . f, { �G , 1 / - �- �.- I / • 1 P ,• 'VCC 0 IF NO - GL ..S - - I I iI LTUCS = .!ST. \ I / J \ 1 ` 1 , ` I iE':r00 \ �� 1 MIN. SE ?AR,TICN TO GLASS (SEE SCHEDULE CN SHEET 9) ®OR ®CR ©CR OR OORO +® MIN. SEPARATION TO GLASS ( SCHEDULE ON SHEET 9) END CONNECTION DETAIL 'rVALL- � 1-!INISH 2 "x4" MIN. WOOD STUDS REO'D. EXISTING GLASS - 1/2" MIN. •.; /= MIN. CD. PLrWCCC. 1/2" MIN. #10x1/2" S.S. S.M.S. 0 16" 0.0 do 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" O.C. WALL ®OR(OR ©OR B FINISH OR 00R0+ END CONNECTION DETAIL 5 F.B.C.(High Velocity Hurricane Zone) �: 1 40.6 7 ,64,/ 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 c Te : (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle Buildin Owner's Name (Fee Simple Titleholder) /' � Owner's Address d City ' t J ib iX 5 State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Type of Work: ❑Addition ❑Alteration Describe Work: Submittal Fee $ Notary $ State Scanning S • OC Radon $ Miami Shores Village Building Department IR C 11 -Wi dD JUN 1 3 2006 Electrical PA/A) $ Value of Work For this Permit 6 fd / 9_ s- County Miami -Dade NO Permit Fee $ Training/Education Fee $ 1 • G Zoning Permit No. \gt 154,6 Master Permit No. Plumbing Mechanical Roofing U /7 A 4 Zip 33 e Phone # aS 757 0 — P Vf Phone # Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zip 6 J' t25'd Zip 3.3/77 Qualifier /� / Al A4 / 1 . J C State Certificate or Registration No. Certificate of Competency No. ae<0 / 0 3 9 Architect/Engineer's Name (if applicable) Phone # 7/ 3c77 ❑ Repair/Replace El Demolition CCF $4 , CO /CC Technology Fee $ ' 7 5 Bond $ Code Enforcement 8 Structural Plan Review. $ Total Fee Now Due $ 2.48 • l S (Continued on opposite side) ,J A Bonding Company's Name (if applicable) "Bonding Company's Address • City State Zip Mihrtgge I�endlhrti�e (if*licable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _ , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 r Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant nnlst promise in good faith that a copy of the notice of commencement and construction lien law brochu •e will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com once lent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 4- l'Signature_4D orx„, / J LL44__ Owner or Agent NOTARY PUBLIC: I P • V P OFRCIAL NOTARY SEAL Sign: ` ( : EUGENE I SHAPIRO ;I f Print: j 1-, r ff\ MY COMMISSION EXPIRES My Commission Expir:'.: Or r'■• O JULY 16,2006 APPLICATION APPROVED BY: chc 10/14/03 Signature The foregoing instrument was acknowledged before me this 3 The forelring instrument was acknowledged before me this day of "f _ , 20OTby ti ll ifk&A, day of ' , 20 0 , by ti/ � / /Al crz who is pecs411a vIly known to me or who has produced who is pers ly - known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. / No • Public - late o one a • .. s Mar 16 /007 • Commission t i'r) 172352 Bonded By National r` , . +ro Assn NOTARY PUBLIC: Sig Print: My Commission Ex *********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. Contractor Plans Examiner Engineer Zoning GCpi = ±0.55 (See Note 2G) MEAN ROOF HEIG FT.) POSITIVE ZO & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (51 > 0 -15 61.0 -65.0 (-76.8 . >75 64.9 -69.0 -81 >20 -25 68.0 -72.4 -85.5 >25 -30 70.6 -75.2 -88.8 >30 -40 75.0 -79.9 -94.4 >40 -50 78.7 -83.7 -98.9 >50 -60 81.7 -87.0 -102.8 GCpi = ±0.18 (See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 46.5 -50.4 -62.2 >15-20 49.4 -53.6 -66.1 >20 -25 51.8 -56.1 -69.3 >25 -30 53.8 -58.3 -72.0 >30 -40 57.1 -62.0 -76.5 >40 -50 59.9 -65.0 -80.1 >50 -60 62 67. -83.3 I� y i / y� [ � � , -1 I • V / \ I 4 - - Print Information: P: \FL1 \KA \CADD \Cadd02 \Asce \02- 541 \R6 \02- 541_JWK.dwg MCantu 01/19/2006 04: 02: 44pm DESIGN WIND LOADS FOR COMPONENTS & CLADDING WALLS AND VERTICAL SURFACES GENERAL NOTES: BUILDINGS WITH A MEAN ROOF HEIGHT <_ 60 FEET BASIC WIND SPEED = 146 MPH - EXPOSURE 'C' - Kd = 0.85 1. THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7 -02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. C. BASIC WIND SPEED 3 SECOND GUST) AS NOTED. D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. GCPI = ±0.18: FOR USE ON "ENCLOSED BUILDINGS" ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. H. DIRECTIONALITY FACTOR, AS NOTED I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL. EAVE HEIGHT (E) • • Thornton•Tomasetti Grdtlp 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 522 -3690 • Fax (954) 522 -3691 • COA # 7519 • ' Website: www.TheTTGroup.com • Copyright O 2006 Thornton - Tomasetti Group, Inc: FLORIDA BUILDING CODE 2004 • ... • • • • • • • • • • • • •' :••BUfLDINGSW< 60 FT. FLORIDA BUILDING CODE 2004 :COM CLADDING • "' •EXI_Q6URE "C" • M.P.I{.; Kd =0.85 01/19/06 16: 02 MAXIMUM DESIGN WIND LOADS (PSF) 7y; MEAN ROOF HEIGHT = (E +P) /2 ND ZONE : 10% OF MIN. BUILDING • W IDTH OR 40% OF MEAN ROOF HEIGHT h), WHICHEVER IS SMALLER, • BUT NOT LESS THAN EITHER 4% • OF: iNIMUM WIDTH OR 3 FEET. •••• PERMIT �1N� PEAK IG ONE P ERM HEIGHT (P)FOR 1&IM°R £J j. W. Knezevich • • • • VALID ONLY WITH ORIGINAL SIGNATUR • - Professional Engineer Ft I.icerue No.: "E 00419&1 drawn by MCR) (design by JWK (checked by JWK no 4 5 date 10/05/05 12/19/05 6 01/19/06 by VJK VJK JWK description GENERAL REVISION GENERAL REVISION MODIFIED GCPI OPTIONS drawin no. 02 -541 sheet 1 of 1 j R AWNING COMPANY, INC. MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -09001(800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: 6 Municipality: Building Official: • • • •• • • • • • • • • • • • • • •••• • • • •• • • • • • • •• • • • • • •• • • •• • ••• • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •. •• • • • •• • ••• • • • ••• • Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: /a 7" /4d /YG Gi/?(1/4-.)J Product Approval: 6,) /c c2 7 `° This letter authorizes: f.ili/LS To use the above mentioned product at the following job: c PU Aiz �� Hurst Awning Company, Inc. Frank S. Comelius or Magaly Gar n,e' President Executive Vice'A ?esident•' 1: This form must accompany the application for building permit and shill bdd me part of the permit documents . • ••: • • • • • • • 2: The authorized signa # ire vat bear �lza raised ••• corporate seal of the company holding the Dade County of Acceptana • • • • • • • Ul/Q@IMV-v ? Or K° SW4I: math fM=1 R AWNING COMPANY, INC. MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -09001(800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: 6 Municipality: Building Official: • • • •• • • • • • • • • • • • • • •••• • • • •• • • • • • • •• • • • • • •• • • •• • ••• • •• • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •. •• • • • •• • ••• • • • ••• • Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: /a 7" /4d /YG Gi/?(1/4-.)J Product Approval: 6,) /c c2 7 `° This letter authorizes: f.ili/LS To use the above mentioned product at the following job: c PU Aiz �� Hurst Awning Company, Inc. Frank S. Comelius or Magaly Gar n,e' President Executive Vice'A ?esident•' 1: This form must accompany the application for building permit and shill bdd me part of the permit documents . • ••: • • • • • • • 2: The authorized signa # ire vat bear �lza raised ••• corporate seal of the company holding the Dade County of Acceptana • • • • • • • AWNING COMPANY, INC. MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634-9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Municipality: Building Official: C S/f v/j Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: a- �� 4,6 d Srd ? jPi� Product Approval: This letter authorizes: U >44./ T ,� JJ/ L - To use the above mentione product at the following j Hurst Awning Company, Inc. Frank S. Comelius or Magaly Gann President Executive VicePqesident.• ' 1: This form must accompany the application for building permit and shrill bddo ne part of the permit documents •• ••. . . • . . • • 2: The authorized signat n>, signature the :r4isQjl corporate seal of the company holding the Dade County of Acce 2znce. • •: • • • : : ••• • • • • ••.• .• • • • • • ••••• • ••• • •• • ••• . • • • . . . . • • • • • • ••. •••••• • .. • • • • • • • • • • •••• • •••• • • • • •• • • • • 3— 3 ? Acc y — 3 ' K 4 / 0 5— 3Y< 0 (— 76 K 3� 7— 76 K 3qi Er— 76 ..... 7 31 O— 7 6 . .. •• • •• .... •• )-- "V C A cc_ /3 X k .. • . • •• 9 4 /F 4-i R J ' // t 2 / c( d n oC • • F /E 9c) s M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36 Ave. Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County . Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance � if it is determined by Miami -Dade County Product Control Division that this product or material fails t. eft the requirements o licable building code. This pro a uct is approved as described herein, and has be Zone ., the Florida Building Code. DES RIPTION: HT100 Aluminum Accordion Shutter APPR prepare Miami -Da by the Miami -Da VAL DOCUMENT: Drawing No. 02 -643, titled "HTI00 Accordion Shutter ", sheets 1 through 7 of 7, V.J. Knezevich, P.E., dated October 17, 2002, last revision #1 dated December 04, 2002, bearing the ounty Product Control Revision stamp with the Notice of Acceptance number and expiration date ontrol Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. .. ... • • • • • .. INSPECTION: A copy of this entireatIOA;s11:alt bg 3rq ?itled'to the user by and shall be available for inspection at the job site at the request of the Buildi This NOA revises & renews NOA 02-931509, 8t Fonsi$tS.o page 1 & The submitted documentation was vigvvedb'.Helfny A.'MaFas P.E. • • • • .. designed to comply with the High Velocity Hurricane ... • .. • • • ... • • • • • • • • • • • ... • • • • • • • .. .. • • • .. .. • • • • •.. • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 an rer its _ ffi ova o . _ me ,opc butors mentioned above NOA No 02- 1227.02 ration Date: 01/13/2008 Approval Date: 01/16/2003 Page 1 1.193" 2.420" HEADER -WALL MOUNTED SCALE: HALF SIZE .048" .107" .125" 1.840" .875" 3.840" MAX. .483" .945" 600" 6 0 1 I t 1 2.984" 2.'195" S N .165',"I.D. 190" - ?• .095' .442 1 .942" 1 ..; .060" J.65"600' 620 r 15 055' (TYP.) 1.685" 1.533" .05S .61.1" 1.t = .055" h2 = .076' HEADER -CLG. MOUNTED SCALE: HALF SIZE 45' 3.993" • 4.478" ° ADAPTER SLAT SCALE: HALF SIZE 4.078" 4.531. " ® TYP. SLATS SCALE. HALF SIZE 52" GENERAL NOTES; THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -OAOE COUNTY PRODUCT CONTROL OIVISION FOR THE FLORIDA BUILDING CODE. 2001. TO VERIFY THAT THE ANCHO ' •T OVERSTRESSED IN THESE APPROVAL DOCUMENT . REASE IN ALLOWABL WAS USED IN THE FASTENER ANALY . DETERMINE T POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REF NCING THESE DOC - ENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOV NING WINO VEL• ITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FL •RIGA BUILDING ODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.8S SHALL BE US D. . THESE A PROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUDE INFORMATION FOR SITE PECIFIC APPLICATION OF THIS SHUTTER SYSTEM. THESE APP VAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA OE. AOMINISTRATI THESE APPROVAL DOCUMENTS ARE SUITABL e = ■ BY TRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL V0I0 THE APPROVAL DOCUMENTS . WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL ANO JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PROOUCT ENGINEER FOR REVIEW AS A CONOITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -DAOE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "8" SHALL BEP•CCEPREB ' B THE BIALIAING•OFFICIAL • • • • • • • • • EACH SHUTTER ASSEMBLY SHALL BE PER41ANE .T�Y Ett AS.f HURST AWNING COMPANY,MNR. MI, MIA FFORIDA • • • • • • • • • • MIAMI -DADE COUNTY PRODUCT APPROVED 1. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING ►1ECHANISH SI- LL•BrE•LOCKEI) TO HROVI0E HURRICANE PROTECTION. • • • • • • • • • • • . STORM SHUTTER EXTRUSIONS SHOWN SPI.Le Bt 6063'76 ALI JMIRUr1,, SY L•U.O.N. ALL SCREWS AND BOLTS TO BE 2024!,1. AL LLOY. STA11fLESSSTEEL. OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I.. U.O.N. POP RIVETS TO BE 3/16 "0. 5052 ALUM. ALLOY. U.O.N. .. TOP ANO BOTTOM DETAILS MAY BE INTER;4-14■N .%S EIEI cQ1pljIONSJtEQUlRE FLOOR TRACKS HAY BE REMOVABLE A 4N- S:'gCNGiOCPTlOC/S. USE REMOVABLE ANCHORS SUCH AS POWERS C•ALI�r 1t�AbICb�013 • • • • THIS SHUTTER SYSTEM IS PATENTEO Wrilr THE u.G P4TErrj#.4 OFFICE. PA TENT No $.755.270 2/04/02 16:40 1.1 = .055" h2 = .076" 1-3 = .124" () BUILD -OUT WALL HEADER 2d SCALE: HALF SIZE 7. 0 N 0 0 0 N .21.8" .060" .326" 84" 2.775" 2.586 0 .285" I b b` 6 N� 6 25 1060" 1 T 80 1,c 1.391' _;91" 9 OCENT ER MATE 1 SCALE: HALF SIZE (OPTIONAL) 60" ()LOC ()LOCKING CLIP KING HALF SIZE (TYP. 21 620" 0 rn co N m 151° 1.350" SOO" 0 4 STAINLESS STEE( AS SEMBLY CO �I II' .320"0 HOLE 1 NYLON W HE V II RIVETED IN ` r 058" PLACE ♦ � 1 1 2" MIN. -5' ® ANGLE MAXI 1.100" EVERY O SIDE JOINT AT TOP. - . 472" I.D. - .612" O.O. 1.1 .211" I t1 =.055 1.2 = .076' SILL -WALL MOUNTED SCALE: HALF SIZE .251" ROLLER ASSEMBL SCALE: HALF SIZE r7 SCALE: HALF SIZE f 0;6n'fi • J •• 1:039 2 1 I 4 WALKOVER StLL 3 FLOOR MOUNTED SCALE: HALF S12E. I. 2 fir} 211" ADJ. SILL -TOP SCALE: HALE SIZE 0 • Os N I I I 1 I I I I t 1 1 1 I " X. ' 1 .. MAX. CARRIER BUSHING SCALE: FULL SIZE .360" .10.550" 1 .248' () CENTER MATE 1 (W / LOCKING ROO) 9a SCALE: HALF SIZE .485" 3.049" 60r .060" 0' 3.245" (.D In': :285" l o..b. 15" ADJ. SILL -BOT. SCALE: HALF SIZE .080' 250" .949" 1 1.391" 055' (T YP.). 1.891" .055" .500" / / .060" 0 H-060" m 0 'O 0 .375" R N Cr: 956" t () INSERT 13 SCALE: HALF SIZE ALTERNATIVE ADJ. SILL -BOT. () Sa SCALE: HALF SIZE 0 J - /097" t = .200" 1.533" .040114 R .135" R LOCKING ARM ALIGNaGENT INSIDE I DLE BUSHING (NYLON) 12E () SHIM (NYLON) 8 SCALE: HALF SIZE L 1.250" 1 090. 6d END SLAT SCALE: HALF SIZE 1.250" .136" /- x.250" 3.283" N N 625" 4 .9 2 4 L . - 2.. .659" 2.101" O FLAT END SLAT 7 SCALE: HALF SIZE 3.465" 3.267" .510" 1.0 .630" 0. .165" I.O. .285" 0.0 - . 060' 1 1 60" `:O60" 345" CENTER MATE 2 (wt LOCKING ROD) SCALE: HALF SIZE /8' THICK STAINLESS EL () LOCKING ARM \ 14 SCALE: HALF SIZE 322" - PRODUCT REVISED as complying with the Florida Balding Code Acceptance No c 2 - / 22.7 •C Expltrtioa Date OI! 13 /Zo o By Miami D Product Control Division U Z N V1 ~ H � < 0 .0 U d O N cc a z = W U W ~' N W Z O t 8 VJ. KNEZEVICH PROFESSIONAL ENGINEER FL license 10f11 fl rA 8 0 (1) OE C 2 0 2002 l asr< 10/17/2002) 1 . �(d�...n t S •+OT[O 1.t •v (design Or 1 rchec D� [checked K ( df a. n° 02 -643 sheet 1 of 7 7 L u r L z 0 U1 N z 0 1-- 1 w V1 W a 1n 0 V1 N N BOTTOM (TYP.) 12/04/02 16:40 — VARIES - NO LIMIT SECTION0.- TYPICAL ELEVATION N.T.S. FASTENER • O.0 (SEE ANCHO• S FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTA ON INSIDE OR 0 OF SHUTTER EE FASTENER SCHEOU LOPTIONAL DRILL S/8 "0 HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR •• TRUSS HEAD BOLT (TYP.l.• PLAN VIEW E • TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE TYPICAL PLAN VI SCALE: 3" = 1' -0` 3/4" MIN. • • • •• •• • PLAN VIEW y LOCKING MECHANISM NBE(I18"ABOVE OR ELOW CENTER (SE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF "SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP PREYS. @ 0•C JpINT B ,CT1oIEFN 4 f M0 ' AgLE•AND f I L L : • • • • • • •• • ••• • 4 • ••• • • • • ••• • • SECTION S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REN4OV rhs6OI14I4CKDETAIL SCALE 3" 1'- 0" USED WITH PIECES CI ANO LOCKING PIN SCALE: 1 -1/2" FASTENER (off 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 S SSE BLY PTIONAL ACCESS HOLE XIS TING STRUCTURE L ---J ;'- EE SECTION B ON SHEET 3 • • • 10R COMPLETE INFORMATION • • • CONNECTION TYPE •• � REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI SINGLE ARM I TICKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. ASTENER (01 24" O.C. ( SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). `TYP.) SEE FASTENER SLi1EDU E PLAN VIEW SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3 = 1' - 0" 3/4" MIN. 1 -1/2" MAX. ( NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOC10 OPTIONAL CLOSER HANDLE N. T.S. NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. • 1" x 1" x 1/8" 3/16 "0 POP (DOES NOT REPLACE SINGLE ARM L:3 JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL PLAN VIEW SCALE: 3'" = 1' -0 A SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE 3 "= BUSHING 0 I'� L-- �� 7/16" O.D. 1.12E BUSHING I•S 0.63" LONG NYLON #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.O. x 0.90" LONG NYLON eoTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460`0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE S SSE LY / OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING STRUCTURE XISTING -SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" M FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No0 - 122 Expiration Date O By Miami Da Division .c 2008 redact Control lJ z . Z VS W • 1— D < — 0 • 1.11•C Q W z 1J W W N z � V "O Frp I° 0 Q 4 x u W N 0 0 con 0 -ZE . 'o a o 'design by V /K c 0 m • • • • Z 0 0 CO N 0 N 0 0 N Q 0 N I aare 10/17/2002 scare l(ara ,, n by = s r.oTEo ( cnecliea eye t V./K1 de a..inq no. 02 -643 sheet 2 of 7 INSIDE CLO l ' I HANDLE \HIM < UREE W/ 7 L u r L z 0 U1 N z 0 1-- 1 w V1 W a 1n 0 V1 N N BOTTOM (TYP.) 12/04/02 16:40 — VARIES - NO LIMIT SECTION0.- TYPICAL ELEVATION N.T.S. FASTENER • O.0 (SEE ANCHO• S FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTA ON INSIDE OR 0 OF SHUTTER EE FASTENER SCHEOU LOPTIONAL DRILL S/8 "0 HOLE FROM BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR •• TRUSS HEAD BOLT (TYP.l.• PLAN VIEW E • TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE TYPICAL PLAN VI SCALE: 3" = 1' -0` 3/4" MIN. • • • •• •• • PLAN VIEW y LOCKING MECHANISM NBE(I18"ABOVE OR ELOW CENTER (SE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF "SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP PREYS. @ 0•C JpINT B ,CT1oIEFN 4 f M0 ' AgLE•AND f I L L : • • • • • • •• • ••• • 4 • ••• • • • • ••• • • SECTION S • • • • • • • • • • • • • • • • • • • • • • • • • • • • • REN4OV rhs6OI14I4CKDETAIL SCALE 3" 1'- 0" USED WITH PIECES CI ANO LOCKING PIN SCALE: 1 -1/2" FASTENER (off 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 S SSE BLY PTIONAL ACCESS HOLE XIS TING STRUCTURE L ---J ;'- EE SECTION B ON SHEET 3 • • • 10R COMPLETE INFORMATION • • • CONNECTION TYPE •• � REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI SINGLE ARM I TICKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. ASTENER (01 24" O.C. ( SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). `TYP.) SEE FASTENER SLi1EDU E PLAN VIEW SINGLE ARM LOCKING MECHANISM AT CENTER OR SIOE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3 = 1' - 0" 3/4" MIN. 1 -1/2" MAX. ( NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOC10 OPTIONAL CLOSER HANDLE N. T.S. NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. • 1" x 1" x 1/8" 3/16 "0 POP (DOES NOT REPLACE SINGLE ARM L:3 JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL PLAN VIEW SCALE: 3'" = 1' -0 A SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE 3 "= BUSHING 0 I'� L-- �� 7/16" O.D. 1.12E BUSHING I•S 0.63" LONG NYLON #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) 3/8" O.O. x 0.90" LONG NYLON eoTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460`0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE S SSE LY / OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING STRUCTURE XISTING -SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2" M FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No0 - 122 Expiration Date O By Miami Da Division .c 2008 redact Control lJ z . Z VS W • 1— D < — 0 • 1.11•C Q W z 1J W W N z � V "O Frp I° 0 Q 4 x u W N 0 0 con 0 -ZE . 'o a o 'design by V /K c 0 m • • • • Z 0 0 CO N 0 N 0 0 N Q 0 N I aare 10/17/2002 scare l(ara ,, n by = s r.oTEo ( cnecliea eye t V./K1 de a..inq no. 02 -643 sheet 2 of 7 1/4" MAX: SEE TABLE 2 OR DOOR fl w l7 0 �p EXISTI sNCRETE, MASI OR '00 STRUCTURE. SEE HOR SCHEDULE. TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING t RAF f ` f� o ...-- 3 1/4" MAX- 5/8" MAX. WALL MOUNT SECTION SCALE: 3" = V -0 OR DOOR i 17/04/07 1640 CONT. 5/8" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE OR SCHEDULE. TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 1/2" TV43 1/4 -20 MACHINE BOLTS W/ NUT OR *14 TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9 -3/16" MAX 1/2" CI CONT. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR ••• SCHEDULE FOR MAX.• SPACING BUT DO NOT • EXCEED 6" SPA NG •. 1/2" CONT. :r• ••• • • • •. 1/2" SEE TABLE 2 OR DOOR 3/16 "0 POP RIVET OR 1#12 TEK SCREW @ 6" O.C. (TYP.) ASSEMBLY 1 "x1 "x1 /8" ALUM. ANGLE W/ 3/16 "0 POP RIVETS @ 6" 0.0 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT © 12" O.C. (TYP.. TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER P 1/4" MAX. t I.4'i t'tA X. •• • • ••• • • • • • • • • • • • • 11 CONT. • I1 COMT. EMBED. •• • •• • �• • • • • • •• •• • ••• • •• • NOTE: BOTT(S M3UNi 11ETi AIL• • • • MAY BC USED tTe IP • ® I3UILD-OUTMOUNTSECTION. . . •. • • •• SCALE: 3" = 1' - EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EQ. EQ. ® CEIUNGflNSIDE MOUNT SECTION SCALE: 3" = J J J D 40 XI E • N w Z 4 J am to 4 p OR DOOR W b w FOGF DIST FDGF DIST. EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. S /8" MAX, C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16"0 POP RIVET @ 6" 0.C. (TYP.) S /8" MAX. w 1- 1- D X 4 z X1/4" MAX. Z w QJ wNm W Q V" Z OW Q J: a- Q0 XI Q E –1/4" MAX. EDGE DIST: OR D00R 17 O w OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4." OFF CENTER CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. SEE TABLE 2 1r C1 CONNECTION TYPE REFERENCE ANCHOR EXISTING W000 OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL _ TYP. TOP & BOTTOM ‘,Te 1/2' 1/4 . _ Z 4 °- 4 aw a tnJ 1/1 3Q w 0 1- - D 4J N Xw X E • w EL; • w 1/4" MAX w Sk )N _! 1 / 2 -., -.. ott C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE. FOR MAX. SPACING ‘■ °BUIL D -OUT MOUNT SECTION SCALE: 3" = C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING c2 CONT. - FOR LARGER SPANS E TWO 2" x S" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. O BUILD -OUT MOUNT SECTION SCALE: 3 ". = 1' -0 1 3" ##14 SMS @ 24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. CONT. - FOR LARGER SPANS E TWO 2" x S" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT 00 NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/6 -20 MACHINE BOLT W/ / " Y • . .. UT 12" 0.C. (TYP., TOP II BOTTOM) 1/4" ° g EMAX. -1/2' -1/2' z 4 0_ v1 a w 1- 1- D X 4 E z Z Q� Q a t,.1 a tn J N m � 34. w p 1- J Jw L q = 4o J OR ODOR N Qu.l X ELL) 4 w' E W to 1/4" MAX. TOP & BOTTOM MAX. WOOD SOFFIT / ° FLOOR MOUNT SECTION SCALE 3 - _= 1' -0' z 4e- 0_w to J m 34 0 1- J __Au Q J X a EL, w to 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1 /4"0 W000 LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN W000 @ EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS —1/4" MAX. 1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" x 2" x .DSO" ALUM. TUBE TYP. TOP & BOTTOM C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 8 -1/2" SPACING Q BUILD_OUT MOUNT SECTION SCALE: 3" = 1' -0 PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No O2 - 2= • Expi • tion Date 0 By Mhml Dadf ' roduct Control Division L Z - H W ~ <0 — 0 LJ 0 1/1 IJ1 a[ Q W Z 00 u w � N j Z Z NZu u u 0 a OCT) "0 CC I° 4 VJ. KN EZEVICH c 0 — > Y • `design by l VlK m V 0 N 0 0 co U F- t d 10 /17/2002) (scale ) (dr an by ) l AS NOTED `l AV ( checked ta VJK dr a..:nu no. 02 -643 sheet 3 of 7 ALUM. BEAM & SHUTTER SCHEDULE ESCRIPTION DESCRIPTION SPAN BEAM SPAN 2 ., x 5 .. 5 -0" 9 -5" Tw = .125" 8' -0" 8•-l" Tf = .125" 10 -0" 7' -6" 5 -0" 14' -0" 2" x 8" Tw = .072 8' -0" 11-6" Tf = .224 10• -0" 10' -4" 5 -0 15 -5" 2" x9" Tw = .072 8' -0" 12' -5" Tf = .224 10' -0" 1V -2" EXISTING -_ STRUCTURE • TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE GIST. OR FOUR 1/4 "0 ELCO CRETE -FLE (o0 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR D00R GLASS OR DOOR TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 -1/1. MIN. EMBED. -IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE GIST. OR FOUR 1/4"0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE GIST. IN EACH ANGLE 12/04/02 16:40 5/8 MAX. 2 "x3 "x 1/4' 6063 -T6 ALUM. ANGLE 17.7c/7„,... 1 DETAILS VG7 &© THREE -1/4 "0 THRU BOLTS 1" MIN ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. USE THRU BOLT OR ACCESS UDLE AS SHOWN IN DETAIL r -1 /4" MAX. EXISTING STRUCTURE S /8: MAX (MAX. DESIGN LOAD 2 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3" = 1' -0" NOTE: 1. USE BEA SCHE ULE FOR DETAILS(b) AND(1 . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM QOF SUPPORT TO (OF SUPPORT. SEE TABLE 2 2 ".( 3" ix 1/4" 646 )- t 6.ALUM. ANGLE •• •• • •THR t THRU BOLTS •• • Att. LEt DIRECTION • • • • .ACCT HOLE b0T OtA ;UPk R ' BEAM DETAIL • • • : OlAf. AE ?al COAD:r 72 PSF) • • ..•• •• I SC X LE : • 3" 1.50" 3.00" 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1"0 ACCCSS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL H � ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 "= 1'- 0" DRILL S/16"0 HOLE l.00" 0 N ANGLE DETAIL USING CRETE - FLEX ANCHOR SCALE : 3 "= r- 0" GLASS OR DOOR DRILL 7/16 "0 HOLE DRILL 5/16 "0 HOLE t.13" t t PLYWOOD AND STUCCO FINISH 5/8" MAX. 1.12 1 1.88" 1J 1.88" 1.12" 6.00" PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" S/8" MAX. SEE TABLE 2 3.75" I1/2 0 0 OR DOOR -1/4" MAX. FOR W000 PLATE USE 1/4"0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW (01 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD/72 PSF) ® WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0 SEE TABLE 2 L SEE TABLE 2 OR DOOR 3/16 "0 POP RIVET OR #12 TEK SCREW (al 6" O.C. (TYP.) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11/2" CC w 1- 1— N X Q n m 11 Z Q 0 R/1 O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EQ. EQ 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT ca 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4"0 S.S. LAG SCREW (1 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 x 3" x 1/8" OR 1 "x4 "x1 /8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) EDGE OISTi, ® CEILING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16"0 POP RIVET (a 6" O.C. (TYP.) —1/4" MAX. OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as complying with the Florida Baiding Code Expiration a 02 _/ 227. O Expiration Date G Zooms 8 By /III s/ 4>// Miami Dad rodud Control Bitision -1/4" MAX. CC 3 (1) z Ia U Q r4 N • ce en en en 6 -a. z o z • 4 2 N D 0 m 3 tl � z - $0 Iccale AS .401(0 'design by 1 v."( 1 0 D 0 cc 0 m a z U m O W N Z W v p a 0 0 M Z 0 z ti 0 Cl rn s ° .c =Se. � 0 • II. i = VJ. KNEZEVICH PROFESSIONAL . • ER FL License - " 0010963 m 10 N 0 N 0 0 N 6 0 U7 1- =Z • L c 0 • o N (dare 1 0/17/2002) 1 dr a..n by l AV (checked y� t v,KJ drawing no 02 -643 sheet 4 of 1 MAXIMUM ALLOWABLE SPAN SCHEDULE MINIMUM SHUTTER SEPARATION FROM GLASS (IN) TYPE A ALL MOUNTING CONDITIONS -INGLE EXCEPT © © Q (FT - IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS N OA EQUAL T 3 0R ' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS ER GRE 30 T ' ABOVE GRADE (INCHES) 13 - 1 12 - 4 13 - 1 5 - 0 2 -7/8 1 -1/2 11 - 0 7 - 0 2 -7/8 1 -5 /8 30.0 8 - 0 2 -7/8 1 -5/8 48.0 11 - 0 3 2 -1/8 10 -0 13 - 1 3 -3/4 2 -3/4 - 9 -7 5 - 0 2 -7/8 1 -1/2 9 -0 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 -6 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 -2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 -0 3 1 -3/4 11 - 8 3 -3/4 3 100.0 C5 - 0 . -7/8 ' 1 -1/2 � - /8 1 -5 /8 7 (0.0 / 8- 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS -INGLE EXCEPT © © Q (FT - IN) TYPE B DETAIL Q OR DETAIL ©W/ ANGL :REQUIRED REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL Q DOUBLE ANGLE 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 ' - 7 -8 7 -8 8 - 0 IM` 7 - 0 7 -0 7 -4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 - 9 5 -0 130.0 5- 7 4- 5 4 5 4 7 140.0 5- 2 4- 1 4- 1 4- 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -7 3 -7 3 -9 170.0 4- 3 3- 4 3- 4 3- 6 sheet 5 of 7 1 100 C9 )0 12/04/02 16:40 3 4110 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER (01 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" = FASTENER (b 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" = Y - 1" x 2" x 1/8" ALUM. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3` = 1 -0" 2" x 2" x .125" ALUM. ANGLE CONT. • B bL LOC 24' • • •. T A B L E 1 1410 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" ; 1" x 2" x .055" 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x S" x .125" AL. ANGLE 1310 x 1/2" GALVANIZED SMS OR 3/16 "so ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" ; 1" x 2" x .05S 2" x 3" x .055" 2" x 4" x .05S• OR 2" x 5" x .125" AL. ANGLE - #10 TEK SCREW OR 3/16 "m ALUM. POP RIVET @ 24" 0.C. (TYP.) TWO 1/4 "1 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) • • • • • •• • • • • • • •• • • • • O TRUSS•HEAO •� S$•NtfrSWO WASHERS (al 0.0 4.111111rtilF0mIr EXIS S1AUt7i1RE HALF OF 8® •:• •.UScr�gl•E�tF2MAtE AS .RE U • • • • • • • • • • • • • ALT. COLEr•CEDSUREAETAIL•: SCALE= 3" = r -o NOTES: 1 . REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAO TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" z 4 0. o w 1-- I- 3 4 z 4 a - ow J 3 0 J Jw <-1 .3 XD 4w w u1 U) 1/6" ® ALTERNATE FLOOR MOUNT DETAIL SCALE 3" = t' -0" MAX. EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED as complying with the Florida Raiding Code • Acceptnace No O Z- J 22 0 2 Expiration Date • aaca. Z no' By Mla.. Dad Division uct Control ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ti . 1- t^ 6 LOAD ANCHOR TYPE MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (W) P.S.F. MAX. SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) SfP P TO 5' -6" (SEE 1) SPA UP TO 8' -0' (SE TE 1) SPANS UP TO 9' -0 (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 CONNECTION CS (SEE C1 CZ NOTE C3 TYP 3) C4 C5 CONNECTION .(SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 u 0 ice,` 111 )11111)111)11111111)111111111 1/4 - 0 ITW TAPCON W/ 1 - 1/4 - MIN. EMBEDMENT (MIN. 3.100 Psi. CONCRETE) 4 5.0 12 12 12 12 7 12 12 8 12 12 12 7 10 12 12 12 12 9 12 12' 1Z 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 6 11 9 10 6 8 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 9 4 3 4 6 0 0 000 12 12 12 9 S 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 17 0.0 10 8 5 3/ 5 5 4 3 , , 8 6 3 3 A 4 r 8 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 4 B 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 45.0 12 12 12 12 9 12 12 9 12 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 IF 'Ill Ij 57.0 12 12 12 10 7 12 12 7 12 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 1 /4 ^O POWERS CALK W / 7/8 EMBEDMENT i t/4 - 2o STAINLESS STEEL MACHINE SCREW (MIN. 3,000 Psi CONCRETE) 13.0 12 12 12 8 5 12 9 5 12 12 12 12 12 8 12 12 . 11 9 6 12 8 6 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 12 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 4 3 12 5 4 4 12 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 4 5.0 12 ` 12 12 10 6 12 12 12 7 4 12 12 12 6 8 4 12 12 12 12 7 12 12 12 9 5 12 12 12 -8 4 9 5 5 5 3 Q 5 7.0 12 12 12 8 5 10 10 10 5 3 6 3 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 4 6 7 1/4 POWERS iAMAC NAIL -IN W/ 1 -1/8 MIN. EMBEDMENT (MIN. 3.000 Psi. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4' Ad 6 � � 3 • 12 12 12 7 4 9 S 5 5 3 8 3 3 4 7 7 4 105.0 8 4 4 4 6 �' 3 M �' 6 '� 3' 9 5 4 5 3 7 / 4 170 6 / '' 3 INIM' D 6 %N 3 MUNN 4111M1 4 * 1/4 - 0 ELC0 HALE/ FEMALE "PANE LMATE" w/ 4 1 - MIN. EMBEDMENT S• 1/ MACHNE SCREW WITH NUT (M1N.3.300 PST. copcu1 5 7.0 12 12 12 12 6 12 12 12 9 6 12 12 12 8 5 8 4 6 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 ? 4 73.0 12 12 12 10 6 12 8 8 7 4 ® ® � 41 7 12 8 8 8 S 12 6 5 7 4 12 4 L 7 L 1050 - 12 7 7 7 4 11 4 4 6 3® 4 6 3 m 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4' 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 iItl�IUnnnlnnuuuuur. a �ItllltltllUlUUIUIIIII� ELCO TEXTRON 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 6 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 6 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 5 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 7 3.0 12 12 12 10 6 12 8 8 7 6. 4 4 4 6 3 12 12 �� 12 12 8 12 11 I■ 10 9 6 12 7 7 8 5 12 6 5 7 4 EX HEX E TAPCON W/ 1 - 3/4 - EMBED • 0 c• no 105.0 12 8' 8 7 4 12 4 4 6 3 12 4 4 6 3 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 17 0.0 12 4 4 6 3 12 4 4 6 3 12 4 46 3 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1 /4 " W/ 1-3/4 EMBEDMENT 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 .r 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 L 4 6 .3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 _ 12 8 8 7 4 12 4 4 6 3 i2 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 (MIN .3 so P.s.I. CONCRETE 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1 1 A 11 I 1 3 12/04/02 16:40 •• • • • • • •• 0 3•a+ ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •• ••• • • • • • • • • • • • • ••• • • • • WIMP X1".1 lk".11111N1111u LOAD •• 4 P.S.F. MAX. (SEE NOTE • • • it ' }5;o 57.0 7 3.0 1/4 "0 WOOD LAG w/ 1 -3/4" MIN. THREAD �AR 1,DR r :RP. 105:0 12 • 40 0 •GRMN • ; Q O 12 •• • • • • 'i SPANS UP TO 5' -8" (SEE NOTE 1) MIN. 3/4" EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO 8 . -0 .. 9 -0 .. 13 ._ 1 .. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) •C1 C2 C3 C4 C5 • 12 12 12 12 12 12 12 12 12 9 7 7 4 CONNECTION TYPE (SEE NOTE 3 C1 C2 C3 {4 CS 12 12 12 12 12 9 12 12 9 6 5 3 5 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 12 12 12 12 12 6 12 12 6 5 4 3 12 5 4 3 4 3 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 12 12 9 5 S 9 4 4 3 3 3 // /:// 12 5 L. 3 t2 5 4 3 / 3 ••• • • • ••• • SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Baidiag Code Acceptant No O 2, - 12 1 - Expintion Date o By Miami Dad . uct Control Dirisioa 4 r 0 1C ale I • as MOTTO (de eaipn by z 0 0 0: tc 0 U V Iu z r 0 � 0C 1 a I0 0 R VJ. KN CN 0010311 2002 ° „• 10/17/2002 drawn by AV cnc<M ed A vwc tic •..in9 no. OZ -643 r sheer 6 of 7 KNEZEVICH HOLLOW CONCRETE BLOCK EXIST. STRUC. ANCHOR TYPE ;N 1 111111111111111111111111 14 ITW TAPCON 1 /1/4 MIN. EMBEDMENT * 1/4 - 0 POWERS CALK w/ 7/6• EMBEDMENT 1/4-20 STAINLESS STEEL MACHINE 9 4 1/4 - 0 POWERS NAIL- N 1 MN. EMBEDMENT 1 /4 - 0 ELCO MALE/ FEMALE - PAN£LMATE" 1 -1/4 MIN. EMBEDMENT SCREW WITH "�� "' " " " " " 1/4 ELCO TEXTRON HEX - FLANGE TAPCON/ W/1 1 /4-EMBED //, 1/4`0 ELCO CRETE wi EMBEDMENT ►> W/ -IN SCREW REW j -1/8" W/ CHINE " " " " "'= FLEX LOAD (W) P.S.F.' MAX. (SEE NOTE 1) 45.0 57.0 73.0 105.0 170.0 45.0 57.0_ 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 57.0 7 3.0 105.0 170.0 45.0 57.0 73.0 105.0 17 0.0 . SPANS (SEE CONNECTION (SEE C1IC2 12 10 7 5 4 12 12 10 7 5 12 9 7 5 4 12 12 11 8 6 12 10 7 5 12 12 10 7 5 5•-8" NOTE 12 10 7 AIM 12 12 10 3 7 12 9 7 12 12 11 4 Arena 12 10 3 12 12 10 3 UP NOTE C3 12 10 7 12 12 10 3 12 9 7 /�' ,A' 12 12 11 4 12 10 3 12 12 10 3 FASTENER TO 1) TYPE 3) C4 7 5 4 ' 3' 7 6 4 3 A� 7 6 4 9 7 5 - 3 8 , 6 4 3 10 8 6 4 3 CS 4 3 5 4 3 a 4 3 FS S 4 3 PA 4 3 r 5 4 3 r PA SPANS (SEE CONNECTION (SEE Cl 9 7 5 4 . 4 11 9 7 5 5 _ 8 6 5 4 4 12 10 8 6 9 7 11 9 7 5 S MAXIMUM MIN. 8. C2 9 7 3 "" NEM 11 9 4 Enna " 8 6 3 ' "" /,MBE/ 12 10 4 am Rena 9 4 '' 11 9 4 KI'�N 2' UP -0.• NOTE NOTE C3 9 7 3 11 9 3 8 6 12 10 4 q _ 11 9 3 " SPACING EDGE TO . 1) TYPE 3) C4 5 4 3' 5 4 3 I' e' 5 4 3' 6 5 3 ' 3 �a 5 4 3 3 7 5 4 3 C5 3 4 A 4 n ' 4 9 ; a 4 3 Im ' ANCHOR DISTANCE SPANS (SEE CONNECTION (SEE Cl 8 6 1. 4 "' EEE2 10 8 6" 5 S 7 6 4 4 4 11 9 7 6 6 10 8 6 S 5 10 8 6" 5 5 (INCHES) 9' C2 8 5 '• 10 6 "•tem, MME 7 4 " 11 7 3 ',' reiM©M 10 pp ME 10 6 N UP -0 " NOTE NOTE C3 8 5 10 7 _7 5 "" NENE 11 8 3 10 "• 10 7 "• REQUIRED TO 1) TYPE 3) C4 4 3 4 3' 3 ' 4% 3 " 5 4 3' 3' 5 6 3 3' 3 6 5 ' 3 ' 3 SCHEDULE CS A 3 �� A 3 6 S E 3 ES FOR SPANS (SEE CONNECTION (SEE Cl 5 4 4 4 4 7 5 S 5 S'iXta�'f 5 4: 4 4 4 8 6 6 ' 6 6 5 5 S 5 'E��� ' � 7 5 5 5 13•-r C2 3 / "a' 'E "E' 94 "mm %% A4 E 4 % III e Kg �' � � 3 ;A �� VARIOUS UP NOTE NOTE C3 3 "' N" " 4 " 3 •� TO 1) TYP 3) C4 3 "� ,' � , I� "21111WAMIIII" 3 3 o 3 4 � 3 3 3' 4 3 3 3© V rn m m m m $ m m m nr .t m m m m n _ _ w v m m m DESIGN C5 , !! I� y M /- r• AI r ,A SPANS (SEE CONNECTION (SEE Cl 12 11 8 12 12 12 8 1Z 10 8 12: 1 2 12 12 12 12 B. 12 12 12 8 LOADS S " C2 12 11 8 12 12 12 4 12 10 8 12 12 12 12 12 12 4 12 12 12 4 UP -8" NOTE NOTE C3 12 11 8 12 12 12 4 12 10 8 12 12 12 12 12 12 4 12 12 12 4 AND TO 1) TYPE 3) C4 8 6 5' 12 9 7 5 9 7 5 10 8 6 12 10 7 5 12 10 7 5 SPANS CS 5 4 3 ' 7 5 4 3 MI'E S 4 3 6 5 4 vAai" 7 5 4 3 7 5 4 3 SPANS (SEE CONNECTION (SEE Cl 10 8 6 12 11 9 7" 9 7 6 12 10 - 8 12 11 8 7 �' 12 11 8 7 " MIN. 8 C2 10 8 3 " " 12 11 5 9 7 3 " 12 10 4 .�E 12 11 5 N' 12 11 5 ' UP -0 NOTE NOTE C3 10 8 3 12 11 4 9 7 3 12 10 4 12 11 4 12 11 4 3' EDGE TO 1) TYPE 3) G4 6 4 3 3 3 8 6 5 4 ' 4 6 S 4 ' 3 ' 3' 7 5 4' 3 9 7 5 4' 4 9 7 5 4 ' � C5 3 r a 2 la 5 4 3 a 3 2 4 ©Q W 5 4 3 CO 5 4 3 E DISTANCE SPANS (SEE CONNECTION (SEE Cl 9 7 5 5" 5 12 10 8 7 7 8 6 5" 4 4 12 7 6 ''/i 6 12 10 7 7 'E 7 12 10 7 7 'x 7 9' C2 9 5 i' ME 12 8 3 " "• 8 5 ETA 12 7 3 ; 12 8 3 12 8 3 'J UP -0" NOTE NOTE C3 9 6 12 9 3 8 6 " 12 8 3 a 12 9 3 "EE 12 9 3 TO 1) TYPE 3) C4 5 4 3 3' 7 ' 5 4 4 4 5 4' 3' 3 3 6 5 E' 3 3 8 6 4 4' 8 6 4 ' 4' 4 CS 3 A . 4 3 0 ' E 3 ; ' 4 3 ' 4 4 3 r SPANS . CONNECTION Cl 6 5 5 5 5 8 7 " 7 -7 7 01 4 4. 4 4 8 6 6 6 6 6 7 7 7 7 8 7 „ 7" 7" 7•' 13 (SEE (SEE C2 3 i no f' " 4 V, N' 'a 3 ''i S' of 4 o ' %I E' E 4 E' EE 4 UP -1" NOTE NOTE C3 3 A 4 3 " 4 ' , 4 ' 4 TO 1) TYPE 3) C4 3 3 3 ' 3 3 5 4' 4 4 ' 4' 3 ' 3 3 ' 3 4 3 3 3 5 4 4 4 4 5 4 4 4 • 4 CS 4 ' 3 V r ' r rfi 3 Fa E • 3 WI V ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOINVIAATQR411 SILUTT,ER.SPMS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE.1, PAGE G. • • • 2. ENTE* � ANNEEMICIIR BASED ON THE EXISTING STRUCTURE MATERIAL. EQUALTO- NEGATIV E E DESIti ON SHUTTER DESIGN A,ND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXI TIN STRU TU MAY BE CQQNCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFF.RF.t1f.E ANO -40A CHEQOI PROPER ANCHOR TYPE BASED ON TYPE OF EXIS RU TING•STCTURE AN AP F30PRIATE CONNECTION TYPE. SEE MOUNTING SENrc 4 QETA S FC,R II3EN,I:FI AilION OF CONNECTION TYPE. 4. AIVtHOF?S SHALL Bt INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS_ 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHEF� E E•�CISS N � �TRV • WOOD FRAMING WOOD FRAMING CONDITIONS MEMBIER E FiLVW000.44 A In ENING TO PLYWOOD IISEAC FRAMING SIDE•EtOSuRE•PIECE9•• • • 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE. DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 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.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION 6 O.C. ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED as complying with the Florida Belding Code Acceptance No0 -JZZ7• oZ Expi Lion Date n 1 l3 Zoo P 0 N m date 0/17/2002 dralymg no. 02 -643 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) r r Hurst Awning Co., Inc. 6865 NW 36' Avenue Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approv' . as describe Zone of the Florida : uilding Code. DESCRIPTION: 1.050" Aluminum Storm Panels Shutter ••• • • • • ••• • • • • • • • • • ••• • • • • •• •• • • • ••• • • • ••• as been designed to comply with the High Velocity Hurricane • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 APPROVAL DO t► UMENT:.Drawing No. 02 -373, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Kn evich & Associates, Inc., signed and scaled by V.J. Knezcvich, P.E., dated July 19, 2002, last revision #1 dated A t 26, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number an .. •ate by thc Miami =Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile:Impact LA BELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed iq a aivrrysipglitcritUre. If any portion of the NOA is displayed, then it shall he done in its entirety. • • • • • • • • • • INSPECTION: A copy of thi 'e bL ftroilded to the user by the manufacturer or its distributors and shah be available for inspection at the job site at thc request of thc Building Official. • • • • • • • • • • • • .• • • • • This NOA revises NOA # 02,116?4.05.nai consists 1 as well as approval documcnt mentioned above. The submitted documcntation•wastcvicwed by"HclntyA. Makar, P.E. OA No 02 -0731.1 Expir lion Date: 08/19/2001 Ap royal Date: 09/26/2002 I'age 1 PRODUCT MARKING LOCATION 879" SYM 2.000" 740" .315" R 7 2.000" .980" .800" I I NM 359" 1 SYM 740" .375" R 1.625" .500" 12.500" COVERAGE STORM PANEL SCALE : 3" = 1' -0'" O Ilflflil O a 090" TYP. (R /fl /n9 l g. �a m .090" TYP. .120" C / SLIDE TRACK SCALE : HALF SIZE .440" 0 879" ol 1 .88- V°. (ZAMAC 3 ALLOY) WING NUT .120" DECORATIVE C -TRACK SCALE : HALF SIZE n GENERAL NOTES: O 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH N THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -OADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ° ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. ▪ 2. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. e 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. SCALE : HALF SIZE • 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR °• PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES ° DETAILED HEREIN. Ml ✓ 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. N 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE o BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Ia A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND i SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE n PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. I N 0 i 0 U a c 9. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF THE PANEL WITH N A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: HURST AWNING CO., INC. MIAMI. FLORIDA N MIAMI- DADE,Qr,QUaTY.PRJD(LCT COMTROL APPROVED • 10. STORM PANELS SHALL BC 5052- Mi32JTIJ j,'HE_ F;t3Q.OWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES:. NOMINAL 0.050" (0.0485" MIN B METAL •THICKNESS), WITH A MIN. Fy= 29.2 KSI 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 12. ALL EXTRUSIONS SWALL •3E 6060-T6 M,LUMI•,' UM "ALLOY, U.O.N 13. TOP & BOTTOM DETAILS: S(10'VJt INTR'FHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE'MOUN'TE' H RIZOIVTALLY WHERE APPLICABLE. EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. AT LEAST ONE WARNING NOTE PER OPENING .SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF TI M'Cf)MPt;iNCN; S'Gil= 1 HE .TORM PANELS SYSTEM ADVISING THE HOME OWNER OR -TENANT THAT •THC ST'IDRM PANELS WILL NOT OFFER HURRICANE PROTECTION LC REINF:QIAC,I:NG BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED'WHE REQUI.RECy'“ -W ARN.NG LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "8" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. PRODUCT MARKING LOCATION O 1- N E J 1 2.000 - 1, O 500" o N j I f 6.250 - COVERAGE ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. 1 a STORM PANEL SCALE : 3" = 1' -0" 2" B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND1/4" MAX. SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION 1/4 -20 STUD 375" � x 3/4" LONG / .OS" @ 12.5 ' 0.C. J + 125" .750" 1 TYP. 10 2" x 2" x 0.05" TUBE 0 STUDDED STRAP (SLIDER) SCALE : HALF SIZE SCALE : HALF SIZE JV1 � = J J 01- 4 4 LJWO vs-4-4 W z az o_a Na o X 0 -1 J Q„_.< _ Z caw W a a 1 TOP WIDTH UNLIMITED MOUNT (PERP. TO PANEL SPAN) TYP SECTIONS n . BOTTOM -i TYPICAL VERTICAL MOUNT W/ STRAP ELEVATION N.T.S. ALUM. ANGLE CLOSURE PIECE SQ 1/4" MAX. 1 " x 2" x 125" MIN. TO 2 "x5 ";.125" MAX. �� 1 -(1 1/2" MIN. OVERLAP -1, I TRAF MOUNT TYPICAL CLOSURE DETAILS (PLAN VIEW) SCALE: 1 -1/2" = 1' -0" 4 1 STRAP ON BACK OF PANEL DETAIL 1 EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (TYP ) -I WALL / DIRECT MOUNT 0 "h" HEADER SCALE : 3" = 1' -0" TOP WIDTH UNLIMITED MOUNT (PERP. TO PANEL SPAN) j TYP. SECTIONS CC 0 1- u1 vl E J BOTTO 1/4" MAX. 1 -1/2 MIN. fal° rI " - N - 062" ri062' - ` x .375" I 1. 375- 12.063 3 "U" HEADER SCALE : 3" = 1' - 0" BUILD -OUT MOUNT 1/4 -20 STUD x 3/4" LONG @ 12.5" 0.C. t•• 1 ?.125- TYP- 1.5'" 1 M CAL VERTICAL L PLAN VIEW! 0 DETAIL 1 OUNT W 0 STRAP ELEVATION T.S. . ANGLE CLOSURE PIECE 1" x 2" x .062" 2" x 5" x .125 FOR 1" x 2" x .062 ", 140 P.S.F. MAX.. USE 1/4 "0 FASTENER (al 12" O.C. FOR 2" x 5" x .125 ". 56 P.S.F. MAX., USE 1/4 "0 FASTENER (al 10" 0.C. MIN. FOR 1" x 2" x .125 ". 140 P.S.F. MAX., USE 1/4"0 FASTENER (a 12" O.C. FOR 2" x 5" x .125 ", 56 P.S.F. MAX., USE 1/4 "0 FASTENER (al 10" O.C. 1/4 -20 MACHINE SCREW (x112.5" 0.C. ISTUO DIRECTION MAY BE REVERSED) 1 2.00" 4 STUD ANGLE SCALE : 3" = 1' -0" \ (1/4" MAX`' 0 0 By Miami Did Division .125 TYP. 1.00" MIN. 5.00" MAX. ANGLE SCAL 1' -0" .190" - .376E " : 3" = PLACE STRAP ON INTERIOR SIDE & FASTEN THRU PANELS WITH WASHERED WINGNUTS (al 12 -1/2" 0.C. f11. 0.090" (TYP.) STRAP (SUPPORT AT PANEL MID -SPAN) 1 3 "F" TRACK SCALE : HALF SIZE SCALE : 3" = 1' -0" « - 3/32" ?�� n REF. Ian (,1.000"1 1/4" -20 SIDEWALK e BOLT FOR SLIDE TRACK SCALE : HALF SIZE DETAIL 1 SCALE : 3" = 1' -0" PRODUCT REVISED as complying with the flog di BnJdlog Code Acccptioce No 0 - O Eiplration Datc 452" in trt .3125"0 MEM rvduct CoclEV) 5 07 l� Z Z N N •- W u 1 j <0 _0 O . N az 0 W U� W ' - N W r. Z Z v VJ. KNE2E CH P OfEffl EEa EL lke, .. 1011 f d.tt 07/19/2002 As NO1(O (d• sign by I V 111 COr•.•n by AV (ch•c.•a by) t V nil Or wing no 02 -373 sheet 1 of 5 E n h 0 N 0 O N to to rsi 0 0 N 0 N v (V 0 N r` n 0 0. EC ./ n 0 / 0 0 c 3 x 0 v 0 0 U 0 0 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 08/26/02 16: O w w t7 o I AA EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) w 0 w GLASS 0 DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. PENETRATION MBED • 5/8" MAX 2 CONNECTION TYPE / REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" (- S /8•' MAX. • • • • • • 1/4" MAX. FASTENER (nl 12 -1/2 0.C. MAX. BUT DO NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE VABLE ANCHORS W/ WAFER ! 3/4 - 0) OR TRUSS HEAD L. - TE FASTENER IN NARROW PORTION KEYHOLE SLOT.C1 CONNECTION REFERENCE ANCHOR SCHED ••E FOR MAX. SPACING WALL MOUNT SECTION SCALE 3" = V-0" 0® • •• •• • • • •• •• X W Q co -' Jt- w Z < to 0_ -I E J E c W O I -u N ✓� Z Q � 0_ N "h"" HEADER C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2 •r.\ • 3--:a • 4•• • • • • • •• .1/4" MAX. X ro E -J ti 0.625• \ ' - 2 - x2 - STUD ANGLE • ••• . C1 CONNECTION TYPE ' • • • • • •REFERENCE ANCHOR • • • • • • :S H RULE FOR MAX. • •• •SPACING • Vt OR EMBED. (TYP.) Op '4 /i NI;OVIT sAIE • 3w 1:1:-01 • C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOO FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS - -� 2 x 2 - O CONT. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4 MAX. 4 /4 -20 x 3/4'" MACHINE SCREW B CEILING /FLOOR MOUNT SECTION ��..JJ SCALE • 3 = 1' -0 THREE - 1/4 3" WOOD LAG SCREW (al 24 0.C. MAX. W/ #l1. TEK SCREW BETWEEN JOISTS 5 -1/2" x 3/16'" 6063 -T6 ALUMINUM PLATE t414x1" TEK SCREWS BETWEEN TRUSSES 2• x 2' CONT. 7 r 5/8" MAX. 1/4" MAX 4 J Em J W Q W Z X 0 0 E E o J o = u N N w z a t o SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS v C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. w GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 1/4 MAX 1 to #14 TEK SCREW OR 1/4 -20 MACHINE SCREW & NUT (10/ 12 0.C. TYP. \OP & BOT. tau 1" 1/2 0.625' (1/2 0 0 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O WALL BUILD -OUT MOUNT SECTION SCALE • 3 = 1' -0" SEE TABLE 2 FOR MIN. • SEPARATION i FROM GLASS � EXISTING WOOD JOIST 1/4 )MAX X •J E J1- Z Q CL E0 CC w 0 I I-• 0 to w Z w Q VI a_ PENETRATION OR EMBED. ALA O CEILING /FLOOR MOUNT SECTION SCALE • 3 = 1' -0" PENETRATION OR EMBED. /8 (TYP.) MAX. W 0 0 O 0.625 N PENETRATION OR EMBED. Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 1/4" MAX. X E -J Q • w E m J a w I- Z Q w 0_ J Z0 CC w 0I I-- U in w Z W a mo o_ STUD ANGLE WITH 1/4 -20 x 3/4'" MACHINE SCREW C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. f5 /8•" HOLLOW BLOCK OR MAX. WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) WALL MOUNT SILL SCALE • 3 = V -0 1/4" MAX. 1/4 -20 x 3/4'• MACHINE SCREW PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 2 / • S Expiration Date - 7 By .r••! i .> Miami Da ltfuct calm! Division •v z Z cn� w v 1— 7 < _0 K 0 . I^ LelW QW y � y - o V � J N n w N Z 2 W 0 AA d V N 0 0 VJ. KNEZEV1CH 10 07/19/2002 •cal• dr•vn by AS NOTED)` AV (d.•ignV by ltch•ck•d b 14 dc.ving n.. 02 -373 sheet 2 of 5 STORM PANEL SPAN SCHEDULE FOR DETAIL(.)) DESIGN LOAD (PSF) L MAX_ (FT-IN) 60.0 7 - 6 75.0 6 -0 <COJW STORM PANEL SPAN SCHEDULE • • NEGATIVE OFSIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS EXCEPT F -TRACK SEE DETAIL l3- L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 6 41.6 10 - 1 45.0 9 - 10 50.0 9 - 55.0 8 - 11 60.0 8 -6 62.0 8 - 5 65.0 8 - 2 70.0 7 - 11 72.0 7 -9 75.0 7 -8 80.0 C- 5 .--, 90.0 7 -0 100.0 6 - 3 110.0 5 - 8 120.0 5 - 3 130.0 4 - 10 140.0 4 - 6 150.0 4 - 2 160.0 3 - 11 170.0 3 -8 180.0 3 - 6 190.0 3 - 3 200.0 3 - 1 ` 2 -3/4 ' " y � .4 60.0 5" LONG RIVETED O f�:� \ a. >- I- HANDLE TO PANEL to 3" TYP. 1/4 - 20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) PRODUCT REVISED u complying with the Florida Haidlag Code Acceptance Noo 2 -3/4 Expiration Date 0 1 -1/2 7- 0 BY 1EL Mta I Da Control Division MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) (FT WITH STRAP WITHOUT STRAP WITH STRAP WITHOUT STRAP 35.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 •3 2 2 10 - 6 3 3 -3/4 3 3 40.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 - 1 3 3 -3/4 3 3 50.0 7- 0 2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/4 3 2 -1/4 2 -1/4 9- 4 2 -3/4 3 -3/4 2 -3/4 2 -3/4 60.0 6 - 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 -1/2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/2 3 2 -1/2 2 -1/2 70.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 2 -3/4 1 -7/8 1 -7/8 7- 11 2 -3/8 3 -3/4 2 -3/8 2 -3/8 QCOJ MAX. STORM PANEL SPAN SCHEDULE FOR F -TRACK SILL W/ ANY HEADER DESIGN LOAD W (PSF) L MAX. (FT-IN) 70.0 7 - 11 80.0 7 - 5 90.0 7 - 0 N u 7 0 N 0 < 0• v h 0 N N r 0 0. n M I N 0 0 0 0 0. c 3 x N O v 0 0 0 0 - /N g.> H J . JI`•Lr(C 1 C . . HOLLOW BLOCK OR WOOD .FRAMING (SEE ANCHOR SCHEDULE BASED ON . TYPE. OF STRUCTURE) E SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 08/26/02 16: 30 T 1 5/8" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. J w W z a z m << a cr N 1 o X w 1- < D `"F0 w w w N Li = TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT N7 TAP DRILL W/ 1/4 -20 NC THREAD 1/4 -20 HEX HEAD NUT (SPACER) -C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WAFER HEAD BOLT ASSEMBLY SCALE - 3•' = 1•-0" 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT T A B L E 2 #7 TAP DRILL W/ 1/4 -20 ' NC THREAD X W TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB < m SCREW OR A TRUSS a HEAD BOLT / 4.1 w Z t v N Q. Z w J \ - � E O W VN 0: w z o O I u 13 � � t7 .- wO it L ° • ) • • • e t • 1/4 -20 HEX • HEAD BOLT • •• • • ' • ••• ••• 1 /C -20 MACHINE • C O(�Vl NNE TI?ICE: : SCREW STUD PENETRATION L L 5;84. REF ENC ANCHOR• • Ca 12 -1/2" O.C. SCHEDULE• FOR MAX. • SPACING OH WALL MOUNT F -TRACK SECTION • ••• SCALE : 3"= 1'- 0•' • • • • • •• • • • • • • • • • • • • • • • •• •• • • • •• •• •.•. • • • • • • NOTES: 1. FINAL LOCATION OF STUD (TYP.) - SIMILAR (NO STRAP) TYP. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1/4 -20 HEX HEAD NUT (SPACER) PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE O TYP. PM NUT (TYP.) 1 -1/2" NOTCH (TYP. BOTH SIDES) FLOOR OR WALL MOUNTED. 2" x 2" x 1/8" CONT. STUDDED ANGLE © OR WALL MO NTED SLIDE C -TRACK ® (SEE DETAILS 6, C, D, E, OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PA FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. 3/4" STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW) USE OF DETAIL SHALL BE IN CONJUCTION WITH AN "h" HEADE OR "U "HEADER TOP MOUNT. 1 -1/2' SIDEWALK BOLT ASSEMBLY FOR cU O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N T.S. N.T.S. V, Z F vt r- W u F- 7 < � V � 0 . 1 l N C < W 0,11- , V w N 7 W N Z 0 2002. d.t• 07/19/2002 a(.l• drawn by AS 1.0((0 AV (d• sign G ` VJM (ch•d•d »yJ I V /K) drawing no 02 -373 sheet 3 of 5, 05/26/2002 04: 30: 28pm ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. j ANCHOR TYPE LOAD MIN. 3/4' EDGE DISTANCE (W) P.S F. MAX. (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) SPANS UP TO 8 -8" (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION (SEE C1 NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 Cl. CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 0001 a =111{tlllll11)p111UppU1• 1 /4 "o WOOD LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 35.3 16 16 16 16 16 16 16 16 16 11 16 16 16 16 9 47.2 16 16 16 16 11. 16 13 16 16 8 16 10 16 16 6.25 62.2 16 16 16 16 11 16 9 16 16 6.25 16 7 13 16 5 72 0 16 16 16 16 9 16 7 13 16 5 16 7 13 16 5 122 0 16 7 14 16 5 16 7 13 16 5 16 7 13 16 5 * ,,,,01,,,, * 1 /4 "o ELCO MALE/ FEMALE "PANELMATE" W/ MIN. PENETRATION ATION L 1/4 - 20 MACHINE SCREW WITH NUT 35.3 16 16 16 16 16 16 16 16 16 14 16 16 16 16 11 4 7.2 16 16 16 16 16 16 13 16 16 10 16 10 16 16 8 62.2 16 16 16 16 13 16 9 16 16 8 16 7 13 16 6.25 72 0 16 16 16 16 11 16 7 13 16 6.25 16 7 13 16 6.25 122 0 16 7 14 16 7 16 7 13 16 6.25 16 7 13 16 6.25 cliaPmaszaz 1 /4 TRU - FAST TAP GRIP CF W/ 2 -1 /4` MIN. PENETRATION 35.3 12.5 12.5 12.S 125 12.5 12.5 8 12.5 12.S 8 12.5 5 12.5 12.5 6.25 47.2 12.5 12.5 12.5 12.5 10 12.5 4 12.5 12.5 6 11 3 10 11 5 62.2 12.5 8 12.5 12.5 7 10 3 7 10 4 8 �f 4 8 3 72 0 1 2.5 6 1 2.5 12.5 6.25 8 8 f 4 4 8 8 3 3 8 8 // �` J� 4 1. 8 8 3 3 122 0 9 12 5 9 1. • 3 Cr N 0' 0 0 0 Er r1 0 0� / n N 0 • U 0' C c N 0 0 0 0 0 0 Q U cc U z 0 ANCHOR TYPE 1/4 "o ITW TAPCON W/ 1 - /4" MIN. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) * 1 /4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -3/4 MIN. EMBEDMENT 3. 1/4 -20 MACHINE SCREW WITH NUT (MIN. 3.3 KS.L CONCRETE) 1/4`0 POWERS CALK -IN W/ 7/8` EMBEDMENT 3 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.L CONCRETE) 1/4 "0 POWERS ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT (MIN. 3.000 P.SJ. CONCRETE) 3/8`0 POWERS TAPPER W/ 1 -1/4" MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 1 /4 "0 TRU -FAST TAP GRIP CF W/ 2 -1 /4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 08/26/02 16:30 C ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD IWI PSF MAX (SEE NOTE 1) 35.3 47.2 62.2 7 2.0 122.0 35.3 47.2 62.2 72.0 122.0 35.3 47.2 SPANS UP TO SPANS UP TO SPANS UP TO SP 5' -0" 8' -8" 10' -6" (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2IC3IC C1IC2IC3 CI-ICS C1 C2 C3IC4 C 16 16 16 16 15 16 9 16 16 8 16 1113mm ®ID 16 DIM 16 11121113103 7 9 • d- 9 f 5 9 4 9 r, 5 9 16 16 16 16 14 16 16 12 9 4 16 16 16 16 7 16 16 16 16 14 16 16 16 16 12 16 10 13 6.25 13 12.5 12.5 12.5 12.5 12.5 12_5 12.5 12.5 12.5 12.5 12.5 12.5 62.2 12.5 12.5 12.5 12.5 9 12.5 7 2.0 1 12.5 11 12.5 12.5 8 125 122.0 4 9 12.5 5 12.5 3 5.3 16 16 16 16 12 16 47.2 16 11. 16 16 9 12 622 15 7 15 15 7 9 72.0 13 5 13 13 6.25 122.0 8 / 1. 8 3 7 35.3 16 16 16 16 16 16 47.2 16 16 16 16 12 16 62.2 16 10" 16 16 9 13 3 5.3 16 16 16 16 16 16 '.7.2 16 16 16 16 13 16 62.2 16 11 16 16 10 14 7 2 0 16 8 16 16 8 12 • • • • • • • 0 •• ••• •• • • • •• MIN. r EDGE DISTANCE 13 16 16 12 16 7 1 ••• • • • • ••• • • • • • ••• • • • • • • •• • • • • • • • ••• • •• •. • • • •• •• •.. . • •• • • 12.5 8 5 7 2.0 16 8 16 16 8 11 3 122.0 12 3 6.25 12 4 11 3 4 8 418 11 16 16 ' 9 4 9 13 5 11 6 4 3 122.0 12 3 6 12 5 12 3 - ••. . r �• • • . • ••. • • • • • • • • • • • • • • . • • • • • • • • •. • • • • • • •• • • • • • • •• • • • •• • ••• • •• • 16 16 11 16 7 13 7 13 12.5 12.5 12.5 12.5 12.5 6 6 16 16 10 6 6 12.5 12.5 12.5 16 16 11. 12 11 4 9 16 7 6 6 11 4 13 13 13 10 12.5 7 12.5 5 12.5 4 12.5 4 12.5 16 7 13 16 11 11 11 4 11 10 16 ° amm 9 5 9 4 11 3 6 11 5 10 3 5 10 5 7 15 5 12 5 12 1. 12 8 5 4 1 4 10 6.25 1. 4 4 5 3 3 7 4 3 3 3 16 15 7 7 7 16 16 13 13 13 10 16 7 16 6 16 6 16 6 14 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) {SEE NOTE 3) C1 C2 C3 C4 CS C C2IC3IC4IC5 16 16 16 16 10 16 16 10 16 16 12 9 4 16 16 16 16 8 P TO SP P TO -8 " (SEEM DTtk 1) 16 16 16 16 11. 16 16 16 16 14 16 12 14 7 14 12.5 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 8 12.5 4 12.5 12.5 12.5 12.5 12.5 12.5 13 13 6 16 16 16 16 15 16 9 9 4 16 16 16 16 11 13 4 7 3 16 8 16 16 8 10 4 7 3 15 6 15 15 7 8 4 7 3 9 / 5 9 4 8 6.25 16 16 4 6 11 1. 16 9 16 16 10 13 6 11 1. 13 3 7 13 5 13 6 11 4 16 8 16 16 9 13 6 11 4 13 3 7 13 5 12 MIN. 3" EDGE DISTANCE OmmomO ®m 6.25 Om® 6 0 0© 10 5 0 1E11 10 5 10 ©© 10 5 13 7 5 1 4 12.5 11 7 8 12.5 1. 12.5 12.5 12.5 12.5 12.5 12.5 5 8 12.5 44 12.5 6 11 12.5 8 112.5 5 8 4 3 3 3 16 16 11 7 7 12.5 12.5 12.5 10 10 16 13 7 4 16 16 16 14 13 12.5 12.5 12.S 12.5 12.5 16 13 10 8 8 7 16 16 7 16 16 16 16 16 16 12 16 16 13 14 5 16 16 16 16 15 16 3 6 11 4 16 11 16 16 11 15 16 16 8 16 16 16 16 16 16 12 16 16 14 15 6 16 16 16 16 14 16 6 11 4 16 11 16 16 10 15 14 10 8 7 6.25 12.5 12 9 7 7 9 6.25 5 4 L 11 7 16 16 8 1. 10 15 6.25 7 13 5 6.2S 12 5 SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC2 C3 CI 16 7 16 16 8 10 3 5 10 5 16 16 11. 12.5 12.5 12.5 5 10 12.5 7 12.5 5 10 12.5 7 12.5 5 10 125 7 1'. 11 8 8 8 16 16 13 13 13 12 12 9 5 4 1 4 12.5 12.5 8 12.5 5 3 7/ 8 5 3 3 3 16 8 16 16 7 7 7 SEE PAGE 5 FOR COMPUTE ANCHOR NOTES. 16 16 13 13 13 12.5 14 14 10 11 1. 8 4 8 16 16 15 16 6.25 12 11 8 6.25 6.25 6.25 12.5 12.5 9 7 5 4 4 4 8 4 9 7 5 6.25 12 5 6.25 12 5 16 16 9 7 16 16 11 8 4 10 15 6 3 6 13 5 16 5 11. 16 3 6 12 3 6 12 6 5 5 3 6 12 5 12 3 6 12 5 1 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No O 2 - 6731./5 EipiratIoo Date • • /t7 00'7 t L••./ • uct Control By Miami Dad Division z vt . W ~ V < _ 0 O. vs, tre QW z o2J V z o N > • N Z • u z v 0 N .f u i n 0 0 5 VJ. KNEZ POOFES1 • EEa ft UMW' ..10113 9 2002 p DJ Z L Q D a 5cc bo tn O t/1 O 0 N 4 M 0?: n 0 0 u V W O 0 • A es m• 0% W C x V H V • .•tl • g a • e $ 5 [date 07/19/2002 ( NO f(O \drawn by V dd ci /n by lrchdch.d b VW drAwing no. 02 -373 sheet 1 . of 5 ri 08/26/2002 04: 30: 46pm E d n 0 N 0 O .n 0 0 N Cr 0 3 v 0 0 r1 N N 0 N .'1 0 0 0 O. C N 0 '0 0 0 0 0 B = 101/ 5%' MD/ EMU 0 v 10 10 10 5 6 9 9 4 5 0 12.5 12.5 12.5 12.5 12.5 12.5 11 11 16 16 16 16 16 16 UL1 10 10 9 12.5 6.25 12.5 12.5 5 11 4 6.25 4 5 oid D A ' O%�%% ©' AMY 5 MEW 10 V s% r ' 4 sr 10 MEM MERV mum 0.4 EMI • i u , 00 10 ANCHOR TYPE 1 /4 "0 ITW TAPCON W/ 1 -1/4" MINIMUM EMBEDMENT E(=xxxcx)=- 1/4 "0 ELCO TAPCON W/ EMBEDMENT *Ac 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT 1/4"0 POWERS CALK -IN W/ 7/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 1 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD (w) P.S.F MAX (SEE NOTE 1) 35.3 47.2 62.2 72.0 122.0 35.3 4 7.2 62.2 7 2.0 122.0 35.3 4 7.2 62.2 72.0 122.0 35.3 4 7.2 62.2 72.0 122.0 0 0 1/4 "0 TRU -FAST TAP GRIP CF W/ 1 -1/4" MIN. EMBEDMENT 3/e 0 POWERS TAPPER W/ 1 -1/4" MIN. EMBEDMENT 35.3 35.3'16 / • 187 2 .13. 1/4 "0 POWERS 62.2 10 2AMAC NAIL -IN W/ 1 -1/8" • 71.0 MIN. EMBEDMENT • • • • • • 1.7 2.0 5. SPANS UP TO 5 -0 (SEE NOTE 1) 47.2 62.2 72.0 122.0 35.3 4 7.2 62.2 '72 0 122.0 CONNECTION TYPE SEE NOTE 3 C1 C2 C3 C4 CS 16 16 16 16 8 13 10 9 5 16 9 13 13 6.25 B 8 8 3 16 13 11 6.25 16 16 12 13 6.25 13 13 7 11 4 11 16 16 9 10 3 10 10 5 8 j 7 Vail • 13 13 7 7 � 4 6 © EM • 11 11 6 6.25,4 3 6.25 ©m M ©� 3 6.25 3 6.25r 3 6.25 3 6.25f 3 6.25 3 8 16 14 16 16 8 16 16 16 16 11 15 7 15 15 6.25 13 7 12.5 12.5 12.5 11 6.25 5 13 13 5 MIN. 2' EDGE DISTANCE 3 6.25 16 16 16 16 9 16 16 16 16 12 16 16 16 16 12 9 8 3 6.25 12 4 SPANS UP TO 8' - 8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2IC3 C4105 10 4 10 10 5 15 7 15 15 6.25 4 8 6.2S 8 3 7 . 4 7 3 6.25 11 5 11 11 5 SPANS UP TO 10' - 6" (SEE NOTE 1) SPANS UP TO 5 -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 8 8 4 16 16 6.25 5 6.25 16 15 7 5 9 3 8 9 4 16 14 13 5 13 13 5 16 16 3 9 9 4 16 16 16 16 10 15 11 10 6 16 15 11 10 3 16 16 16 16 16 14 1 16 16 16 11. 8 16 16 16 7 6 5 3 15 11 8 4 13 9 7 6.2S 3 12.5 11 8 7 4 16 13 4 12.5 12.5 12.5 12.5 4 16 13 8 12.5 12.5 12.5 125 8 10 6.25 5 5 5 s is 6.25 3 6.25 6.25 3 14 9 5 5 5 . 5 11 9 5 / 4 3 14 9 14 11. 7 11 1. 11 11 S 9 © 9 9 4 S rA 3 5 r/ r 8 3 8 8 4 6.25 4 6.25 3 5 5 16 16 13 11 11 3 dr. 11 16 16 9 7 5 4 6 11 4 d9 /Any % / 5 , 11 11 3 4 16 9 11 3 6 11 4 13 3 16 7 16 16 7 16 16 14 O ®m 5 16 16 EMU 16 11 11. 11 9 3 14 11 9 5 7 5 5 16 16 16 16 7 MIN. 3' EDGE DISTANCE 16 16 16 16 13 16 15 11 10 5 16 16 16 11 it 3 5 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 12 6 12 5 12 4 3 3 16 7 16 3 12 4 12 9 3 6.25 8 8 4 4 16 7 16 12 4 12 9 7 7 12.5 12.5 9 8 8 6.75 1 4 7 12.5 4 12.5 6.25 4 4 8 el J 4 6.25 4 1 10 10 5 8 3 8 8 4 16 15 15 8 11 11 6 8 6 25 5 5 9 6.2S 5 5 16 12 9 8 16 12 9 7 7 12.5 12.5 9 8 8 11 8 6.25 5 5 16 16 15 13 13 7 4 3 12 3 16 16 10 7 6.25 11 8 1. 3 16 16 15 13 12 5 3 5 CONNECTION TYPE (SEE NOTE 3 ) C1 C2IC3 Cl C5 9 3. 9 9 5 4 7 / 6.25 7 3 3 5 3 5 7 5 O 3 5 3 S 8 14 . 14 14 '7 6.25 10 9 10 5 5 8 8 4 C 4 7 5 4 3 7 7 8 12.5 8 4 8 8 5 5 4 12.5 4 7 12.5 8 3 9 9 3 3 3 7 5 4 4 6.25 6.15 3 EVEIV 5 UMW S V r 5 f 3 6.25 10 4 4 5 9 4 5 25 3 11 16 8 6.25 13 5 5 SPANS UP TO 10' -6 (SEE NOTE 1) 8 4 e 13 5 13 10 3 9 7 4 5 3 3 15 6.25 6.75 16 12 12 16 13 13 11 6.25 9 8 4 7 6.25 3 5 5 3 5 3 5 5 3 8 3 4 16 6.25 16 12 7 5 3 9 9 8 4 8 4 13 6.25 10 4 7 5 4 4 9 7 5 5 5 5 3 3 3 08/26/02 16:30 • • • •• • • ••• •• • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • - 0 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EOUAL TO NEGATIVE DESIGN LOAD ON STORM PANEL AND SELECT SPAN GREATER THAN OR EOUAL TO STORM PANEL SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS OR TRUSS HEAD BOLTS. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 7 /. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (2 6 -1/L. OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PRODUCT REVISED as complying with the Florida Brldiag Code Acceptance No 01 07 Expiration Date 0 BY MIA& Division ct Control I.1 7 1 M ~8 5 6 1 V S• • a J A n . • g 8 6 o g � • J IN � vJ. KNEZEV1CH MOFE • EER R Uc• . x ' .1016] 1119 ZOOZ 0 6 1 I i1111 E 111111 ( dace 07/19/2002 (scald As MO1[O 1de.lsn ey t AV the Ied ey Vm drawing no. 02 -373 sheet 5 of 5 Issue Date: 6/15/2006 Owner's Name: DANIEL HOULIHAN Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 80 92 Street NE Miami Shores Village, FL 33138 Comments: INSTALLATION OF ALUMINUM ACCORDION SHUTTERS Additional Information Type of Work: ACCORDION SHUTTERS No of Openings: 13 Additional Info Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Classification: Residential Permit Expires: 12/10/2006 Contractor(s) Phone Primary Contractor HURST AWNING COMPANY INC Yes In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1596 Phone: 1132060130011 Lot: PB: Total Square Feet: 324 Total Valuation: $ 7,198.00 Required Inspections Shutter Attachment Shutter Final Fees Due Amount CCF $4.80 Education Surcharge $1.60 Permit Fee $230.00 Scanning Fee $6.00 Technology Fee $5.75 Total: $248.15 Invoice Number Amt Due WS $248.15 Total: X44- 4-3 i Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. P— ,32~ 0/3 `C) I t STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: �s'e) (- Cj 2 S+- MI V ) F1 -333 2. Description of improvement:vr 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner fr Name and address: Amount of bond $ 6. Lender's name and address: Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 •' • TE O r a ri WINE' • HARV'' _ OR'[)A, C':l Signature of Owner 6 Print Owner's Name )..4)/ u- N- , �c.a L, \s/6 day62,f OF sEA, 20 O' tUNE 1 arwrmv UF v COM MISSION NUMBER DD134293 1Y COMMISSION EXPIRES JULY 16,2006 I I II0IIII I IIII I IIIII II IIIII IIII Ilia CFN 200 OR Bk 246.2 Ps 4928; (ipo) RECORDED 06/21/2006 11:42:14 HARVEY RUVIH, CLERK. OF COURT MIAMI - -DACE COUNTY? FLORIDA LAST PAGE //,7 7. Persons within the state of Florida designated by 0 provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: whom notices or other documents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Prepared by Address: 4e/.e ,q/ Alufab Hurricane shutters, Inc. D. MATERIAL CERTIFICATIONS E. 1. None. • ••, • . • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • NOTICE OF ACCEN7ANCE: _•_ E?VIDEIitCP'SUBMITTED • • • • • • • • • •• ••• •••• ••• •••• • • ••• ••• • • •• • • • •• ••• •• • • • • • • • • STATEMENTS • • • • • • ••• • • 1. Statement letter from Tilteco, Inc., dated 02/15/02, signed and sealed by Walter A. Tillit Jr., P.E., stating that he is still in the engineering business. 2. Statement letter from Alufab Hurricane Shutters, Inc., dated 02/15/02, signed by Mr. Robert Andrade, stating that the product has not changed. 3. Acceptance Letter issued to Mr. Robert Andrade on March 27, 2002 and returned signed by Mr. Robert Andrade on March 27, 2002, who confirmed to issue the proposed Notice of Acceptance as presented and reviewed. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403- 0317.04 A. DRAWINGS 1. Drawing No. 03 -028, titled "Caribbean Accordion, ASSA /Residential Bertha Accordion Shutter", sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated February 6, 2003, last revision #1 dated February 6, 2003 signed and sealed by Walter A. Tillit, ,Ir. P.E. on February 12, 2003. B. TESTS 1. None. See Association's generic approval under 03 -0115. C. CALCULATIONS 1. None. See Association's generic approval under 03-0115. D. MATERIAL CERTIFICATIONS 1. None. See Association 's generic approval under 03 -0115. E. STATEMENTS 1. Letter by Tilteco Inc., dated February 12, 2003, certifying that the drawing (No. 03- 028) prepared for Alufab Hurricane Shutters, Inc., signed and sealed by Mr. Walter A. Tillit, Jr., P.E., is engineering wise identical to ASSA's generic dratii (No. 02- 217). /4.7(4- IA& E -2 U Helmy A. Makar, Product Control Examiner NOA No 05- 1110.02 Expiration Date: 03 /30/2007 Approval Date: 03/30/2006 i.77NERAL NC I 5: • . BER ;1-IA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DCCUMENT 'D. A. 0.) HAS BE VERIFIED - COMPLIANCE NCE NI .('i•1 r.�,pr,1 „�- '�^0c• .I N ,F THE FLO ^ID c, :~ Fttu FOR L,ItiIP�:A. �_ 11 �- 4•�,.�� -. ICr� �1,:�� E �<. {�� � ��I :CI I :; i�c r �,'f -: r1 BUILDING CODE. • • • • • •• �+ HiLI E.R /� M., ❑'E .A E I f` .t :: • .1 • .� , • r Z E2 . ACCO DICN _., , I I � S... +i _ ;NS I L' - - �. ,- � HIGH •�r s�..C : i �liR,�iCs�.I�lt �.O;��Ic� DESIGN WINO I C SHALL 'IN 3 C t1 8.70 F HE .LEO EN _ ,N - O , CRI Ccol� h!(. C _.:,aCS ...r'AL�_ EE urE:-id�,llE E � ?_ R _ -O. c /` � , � �: 1 1 � 0. T, . r�� ''.(_, I I IC11�0 CODE. I� I .,r.�_. TO VERIFY THAT ANCHORS CI`i THIS P.A.0 AS TESTED 'WERE NOT 0 A 337, 11Ni:REASE IN : ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN . •HiiR. ••• •• EERTHA HIGH \iFLOCIiY ACCORDION HUT'- —, • � . DE';L� ! C • : I� t1D IMPACT LOAD HAS - -N SHUTTER I , �.R S•i .] , ��I'S � _r..� �C� Al..l1� AI .� I„I. ,ti,.T L.,, -.�' F+. -,� �__: VERIFI IN ACCORDANCE RIP S F0 V Q i - O , • 1� �, CC :N PER A r _ ;rl�:� I 1 C C..�ANCE WiTi� .�� TC11 1 c0 . 1 . F 1;�3 �Cr /a �;I�.I,.O�tl, Cv.iE �_. rcR 1 L RFcCRTS #0214.01-03 AND #0715.01-03 AS PER TAS -201 , TAS -2 2'AND AS.-1r. " 2. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14 x 2.75" AND #14 x 1.75" RESPECTIVELY, 410 —HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELD® COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEM ASSOCIATION.PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 —T4 ALLOY AND TEMPER, ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT ISSUED TO EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE- SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING; TO PREVENT WIND /RAIN INTRUSION. 9. EACH UNIT MUST BEAR A PERMANENT LABEL IN A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK © OR ALTERNATE LOCK MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK W (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK , OR AN EGRESS H.V. LOCK W SHALL BE USED. 10. SHUTTER'S MANUFACTURER LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE OR OM ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: ALUFAB HURRICANE SHUTTERS, INC. MIAMI, FL. MIAMI —DADE COUNTY PRODUCT CONTROL APFROVED- .. .. • • • • .. .. . • • • • • ... • • • • • • • • • • • • • ... • • • • .. PRODUCT FEVi E;? as coin C . ade E:_pira::o:: Date o3 4 co7 R,J 1 ?izr „s Da- ' ductContrf MIAMI -DADE COUNTY "2-r in P.E. SEAL /SIGNATURE /DATE /1 TE E. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tilteco©aol.com EB- 0006719 WALTER A. T1LLIT Jr. P. E. FLORIDA LFc. # 44167 ALUFAB HURRICANE SHUTTERS, INC. (ASSA #107) 13000 NW 38th AVE MIAMI, FL. 33054 PHONE: (305)688 -4701 `CARIBBEAN HV ACCORDION SHUTTER' BERTHA HVT" Accordion Shutter System REV. No 1 2 3 4 5 5 © 2003 EASTERN METAL SUPPLY, INC• DESCRIPTION OLD 04 -125 GENERAL DATE 5/20/05 7/1 2/0.5 Drown by: U.A.S. DATE: 5/20/05 DRAWING Nc 05-122 SHEET 1 OF 14 11. BERTHA H.V. A.CCORDICN SHU %. _.. SYST`: l''S INSTALLATION SHALL COiiFLY WITH SF -CS INDICATED IN THIS DRAWING I ANY BUILDING ZONING - P T PROVIDED THE IOC. `4'H , !T C �S A. �I�I DI I AND � 1,111L: : EG!��.= ,�iCl'•IS —i�� /iD BY l;- JURI�DICT I I :t -� _ IS ,` °LIED T0. (c) THIS F.A.D. PRE.PAPFE1 BY THIS E:`IG'N'E =,'< !S C'ENE .IC AND DUES NOT RC IDE S, 7 sFECIFC FRU.:U2i; I. WHERE ir: SITE COMi IIICINS rE'.'IA E D L1 THE P.A.D. (b) CONTRACTOR 70 P r._..— ONiE:ELE FOR THE EDLECTi0iNi, PURC, -...:•F AND IN:STAL'_AT;C`i INCLUDING LIFE CAF Ei 1' 0R THIS PRODUCT, THIS '.A. O EAS_D ON '0.. PRC'1 /I HE/SHE r ES NOT DEVIATE FROM THE CONDITiCNS EASED c _� ��� DcE.. I I I cE�i,: I E c.,. iDI T icl ^_TAILED ON THIS ,IS D'C I! i'_N CONSTRUCTION c ETY c 3 ,� , TORS PFSPO'NI` IEI � v t. i I. A.; AT SITE IS THE. G�I11 �'��. ' : L'rt i JIB !TY. (c) THIS P.A.C. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED' BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL 83 RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER CF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. EINGINEE,R SHALL SUEMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. F.B.C.(High Velocity Hurricane Zone) x Y t 1" 1" 0.062" 1" 2" 0.062" 2" 2" 0.062" 2" 3" 0.062' 2" 4" 0.062" 2" OLO 04 0.062" X Y t 2" 2" 0.125" 3" 3" 0.090' c " 126° CN 2" Max .093" ("A )HY E_Di:: I 1 COVERED UNDER US PATENT # 543817S VARIES 1.936" 670" 3.226" 3.529" .085" (TYP.) 4.897" ig) H.V. 2" (Max.) DIRECT MOUNT .093" • 1 500" r ® HD 2" (Max.) 13/0 HEADER/S1LL # 2 0 HV ADJ. ADAPTER W/LIP • • It • • • -44 - • 111 I • • • • i 1 in • • • • • *0 0 • • -- ':-.1 . 7.6 1 e• a • • • • • • • 1 . • -. • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • , 0701 1.585' • • • • • • • • • • • ro 3.320 • • • • .250" 3.000" TYP. 0 3" FLOOR ANGLE • 1.217" .oaz" 0 0 : ( 4 11 60 I U7 Q .125" TYP. .083" C)HY ADJ. TRACK c • . • •• • • • • • :(:3;44Y.CEIUNC HEADER 4 1 CD HV CENTERMATE • 1 (SELF MATING) VARIES FROM 2.000" TO 5 000" B.O. WALL ANGLE SCALE: 3/8"=1" 0 00' - VARIES r-r1 - 1 1 .313" 171 II (- IR - ) SIDE ANGLE 4.660" - 1 .383 , .:-•11 ".1 .080" r.^.! s " - - - ;-- , 1 .,-;,,,,), • 0 •' n .,,,i1 !15 0'1 i 3.52C HY 1 (mc..,.) S/0 HEADIER/SRI / 1 0, .670" ■/' C1.0 HY WALK-OVER TRACK ® HY FLOATING CENTERMATE # 2 to ) 01 01 . ■ 1 i il cr, .09 :1" 1 CI _.) 01 o■ ''- Fr' - 1 ' • .1 -- --=1 r-= C: 1 NC, H 2 1. 1.200" 7 470' (.; 0 HV 90*/180* STARTER ® HY CORNER CENTERMATE # 3 *CORNER POST F. B . .(High Velocity Hurricane Zone) EIRIDIDiji2T RE't.'iliELI ff. CG0r. thc-. Fl.trili. ..--__ N, ALUFAB HURRICANE SHUTTERS, INC. (ASSA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688-4701 © 2003 EASTERN METAL SUPPLY, INC. . CARIBBEAN HY ACCORDION SHUTTER" IL_ECO1Nc.\ / Accor 53 : 1 ' gl ' -.mom • • TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305. VIRGINIA CAROENS, FLORIDA • 33166 P One : (305)871-1530 . Fax : (305)8711-1531 e-mail: tilteco©ool.com EB-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. Na DESCRIPTION DATE Drawn by: J.A.S. .._ _._., ...___, .-: "1-4, --- ._-----_--._ ... .-- 1 OLO 04 5/20/05 DATE: 5/20/05 M:2117:: 1 - J:i1C:4 C.V.Tt&at Division MIAMI-DADE COUNTY 2 DRAWING No 05-122 - i P.E. sEAL/SICNATuRE/DATE 3 4 5 SHEET 2 OF 1 4 5 c " 126° CN 2" Max .093" ("A )HY E_Di:: I 1 COVERED UNDER US PATENT # 543817S VARIES 1.936" 670" 3.226" 3.529" .085" (TYP.) 4.897" ig) H.V. 2" (Max.) DIRECT MOUNT .093" • 1 500" r ® HD 2" (Max.) 13/0 HEADER/S1LL # 2 0 HV ADJ. ADAPTER W/LIP • • It • • • -44 - • 111 I • • • • i 1 in • • • • • *0 0 • • -- ':-.1 . 7.6 1 e• a • • • • • • • 1 . • -. • • • • • • • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • • • • • • • • • • • • • • • , 0701 1.585' • • • • • • • • • • • ro 3.320 • • • • .250" 3.000" TYP. 0 3" FLOOR ANGLE • 1.217" .oaz" 0 0 : ( 4 11 60 I U7 Q .125" TYP. .083" C)HY ADJ. TRACK c • . • •• • • • • • :(:3;44Y.CEIUNC HEADER 4 1 CD HV CENTERMATE • 1 (SELF MATING) VARIES FROM 2.000" TO 5 000" B.O. WALL ANGLE SCALE: 3/8"=1" 0 00' - VARIES r-r1 - 1 1 .313" 171 II (- IR - ) SIDE ANGLE 4.660" - 1 .383 , .:-•11 ".1 .080" r.^.! s " - - - ;-- , 1 .,-;,,,,), • 0 •' n .,,,i1 !15 0'1 i 3.52C HY 1 (mc..,.) S/0 HEADIER/SRI / 1 0, .670" ■/' C1.0 HY WALK-OVER TRACK ® HY FLOATING CENTERMATE # 2 to ) 01 01 . ■ 1 i il cr, .09 :1" 1 CI _.) 01 o■ ''- Fr' - 1 ' • .1 -- --=1 r-= C: 1 NC, H 2 1. 1.200" 7 470' (.; 0 HV 90*/180* STARTER ® HY CORNER CENTERMATE # 3 *CORNER POST F. B . .(High Velocity Hurricane Zone) • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• 1 `,- ON v 7 RODS I H \' 1 !J I (i ) AND 1 1 LOCK: �� %, . � v� •I L� jll •�!' � � / _ r i r.i �1 1, -. i _ ./I� _..� ��'�: • •• • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • 11�1 n�I • • • • • • • • • n77 + °NCAIC-+FY Cf:N{ TCN #4,; CNE HV LOCK © SIAL! EE �.S1- •ti C ANY \ AND INST,i' T �N. � vl� l am, i `i v �r� ! C. • i � ��'All HIi,J :I IJ i�LJ��i;��l ice, AT ` hla. — _EVA. ION. HV LOCK �7ti< MAY 82 USED AS AN INSICE OR OR C I S _OC' HI l �, _ I SI O �, ATTACHED TO r , CENTERMMATES W/(2) 1/4"0-20 x 1/2" LONG FI AT E D • S Ci i43IN CF LOCK SHALL BE AS iNO A.I' I\ `YFIC,=�L SHUTTER ELEVAil'CN. IM�.X M.II.1 -i,ii i 1,-- H,^ ■L 8- 'E ERMI!E IC cD Chi I i. J 1 . mil; \' h i f NED AS P \ 1 SCHEDULES #1 & i#2 CN SHIE=i OOOOOO 2. LIMITED MANDATORY CONDITION #2 ALTERNATE TO (,MANDATORY CONDITION 4 1 (VALID ONLY FOR FLOOR/CEILING INSTALLATIONS; TWO HV LOCKS OR ONE HV LOCK W w/ TWO LOCKING RODS U AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALL4TIOiN AT ANY ELEVATION. HV LOCK r`i SHALL BE ATTACHED TO © OR e CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. QPTIONAL CONDfTION J 1 (VALID ONLY WHEN MANDATORY CONDf 1ON 41 IS USED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ) 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. 4. QPTIONAL CONDmTIQN 42 ©/ALUD ONLY W} MANDATORY CONDITION 41 OR LIMITED MANDATORY CONDITION 42 IS USED W/TWO H.Y. LOCKS.); LOCKING RODS © ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION #2; ONE HV LOCK Q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W /(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS © AT TOP & 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 9. 6. 1 :► :1 • ..:.!: •:4 •►•1140► t: • •• •: 'f1„ a: . ►1 Z..: • ONE ALTERNATE LOCK 1l MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK © MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO © OR © CENTERMATES SHALL SE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. Z J d 1n cc W 0 S w � ® CR � CR OR OOR ©OR ©ORO CD-CD + OOR © +OOR® +© n UNLIMITED WIDTH TYPICAL SHUTTER ELEVATION N.T.S. W) OR ( eV W1 SS OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) FRODUCT xs co gic rapl x: it the Fc- a T - :1:i. ;_tg Cc :12 :E :. � ° S - ' ° a Z ALUFAB HURRICANE SHUTTERS, INC. (AS SA #107) 13000 NW 38th AVE. MIAMI FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN HETAL SUPPLY, INC. CARIBBEAN HV ACCORDION SHUTTER" - f L E C I N C BERTHA HVrw Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. SL. Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871 -1570. Fat (305)871-1531 e —mail: tilteco ©aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. i 44167 REV. N DE SCRIPTION DATE Drawn by: J.A.S. / / / Sr , , �� �� __ — . _. - -'--- ' - -- --" ° - .�- _.. -- -- ^ 1 oLO 04 5 /20 0 / s DATE: D E: 5/20/0 5 (v,i:, ifi i::iL . ! v`L;L'S: i _�ri L'ivisioe MIAMI -DADE COUNTY T DRAWING No 05-122 j • /% � � %; z - � • P.E. SEAL /SIGNATURE /DATE 3 t 5 SHEET 4 OF 14 s • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • ••• 1 `,- ON v 7 RODS I H \' 1 !J I (i ) AND 1 1 LOCK: �� %, . � v� •I L� jll •�!' � � / _ r i r.i �1 1, -. i _ ./I� _..� ��'�: • •• • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • 11�1 n�I • • • • • • • • • n77 + °NCAIC-+FY Cf:N{ TCN #4,; CNE HV LOCK © SIAL! EE �.S1- •ti C ANY \ AND INST,i' T �N. � vl� l am, i `i v �r� ! C. • i � ��'All HIi,J :I IJ i�LJ��i;��l ice, AT ` hla. — _EVA. ION. HV LOCK �7ti< MAY 82 USED AS AN INSICE OR OR C I S _OC' HI l �, _ I SI O �, ATTACHED TO r , CENTERMMATES W/(2) 1/4"0-20 x 1/2" LONG FI AT E D • S Ci i43IN CF LOCK SHALL BE AS iNO A.I' I\ `YFIC,=�L SHUTTER ELEVAil'CN. IM�.X M.II.1 -i,ii i 1,-- H,^ ■L 8- 'E ERMI!E IC cD Chi I i. J 1 . mil; \' h i f NED AS P \ 1 SCHEDULES #1 & i#2 CN SHIE=i OOOOOO 2. LIMITED MANDATORY CONDITION #2 ALTERNATE TO (,MANDATORY CONDITION 4 1 (VALID ONLY FOR FLOOR/CEILING INSTALLATIONS; TWO HV LOCKS OR ONE HV LOCK W w/ TWO LOCKING RODS U AT TOP & BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALL4TIOiN AT ANY ELEVATION. HV LOCK r`i SHALL BE ATTACHED TO © OR e CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. QPTIONAL CONDfTION J 1 (VALID ONLY WHEN MANDATORY CONDf 1ON 41 IS USED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS ) 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. 4. QPTIONAL CONDmTIQN 42 ©/ALUD ONLY W} MANDATORY CONDITION 41 OR LIMITED MANDATORY CONDITION 42 IS USED W/TWO H.Y. LOCKS.); LOCKING RODS © ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION #2; ONE HV LOCK Q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W /(2) 1/4"0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS © AT TOP & 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 9. 6. 1 :► :1 • ..:.!: •:4 •►•1140► t: • •• •: 'f1„ a: . ►1 Z..: • ONE ALTERNATE LOCK 1l MAY BE USED IN LIEU OF HV LOCK ® FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE LOCK © MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4"0-20x3/4" S.S. THUMBSCREW TO © OR © CENTERMATES SHALL SE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS SHOWN ON ALTERNATE SECTION 12, SHEET 7. Z J d 1n cc W 0 S w � ® CR � CR OR OOR ©OR ©ORO CD-CD + OOR © +OOR® +© n UNLIMITED WIDTH TYPICAL SHUTTER ELEVATION N.T.S. W) OR ( eV W1 SS OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) PCURED CONCRETE REQUIRED • JRED CONCRETE CONCRETE BLOCK _L REQUIRED EXISTING GLASS - EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ® WALL MOUNTING INSTALLATION O MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) CONCRETE ANC:ICR • • •: • • • • • • • • • • (SEE SCHEDULE 01 TE • 10. • • • • • • • • • • • • • • • • • • • • Z 7 J i m ' ••. • .1- • •• ••• •• 1 • • • S.. l• • ' • • • • • • ••- • 1 I • • •• . • • • • • • • ,...i •••••••••• ,< 77 -11- 7 1- i CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) ® WALL MOUNTING INSTALLATION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• INSTALLATION DETAILS SCALE: 3/8"=1" PCURED CCINICRET REQUIRED POURED CONCRETE OR CCNCRETE BLOCK WALL REQUIRED i EXISTING 1 GLASS ----1 EXISTING GLASS— MIN. SEPARATION . TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET tJl /4 "n- 20x3/1" S.S. j MACHINE SCREWS USING /1-■ J 1/4 " -20 NUTS 1' 12" 0.0. E0 I 1 I�1 P !ilil _ AAA EQ E0 1" Min 02 WALL MOUNTING INSTALLATION r� T citith 1 /4 "0- 20x3/4" S.S. PHILLIPS ONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4 " -20 NUTS ® 12" 0.C. SHEET 10) ® WALL MOUNTING INSTALLATION NC E FCR COMBINATION CF SECTICNS: 1 - SEE S'r+EET 3 FOR TYPICAL SHUTTER ASSEIBL? 2- MOUNTING SECTION0 CAN BE COMBINED IN ANY `NAY 70 SUIT ANY INSTALLATION. " E. C. = EDGE DISTANCE (SE= NCT_3 d SC N S',-;E. F.B.C.(Hlgh Velocity Hurricane Zone) PRODUCT REVISED 8a - _c:;c . _. '.-� N:-} �� • �. � Y�' - � . -- QLU FAR � U RR� GAH E SHUTTERS, INC. (ASSA � 107) 1 3000 NW 38th AVE. M IAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. CARIBBEAN HV ACCORDION SHUTTER' I C o BERTHA HVT1+ A«o rdi� Shutter System '� y' ..a Li:, CIF3o o TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36t St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871 -1530 Fox (305)871 -1531 tilteco®aolm e—mail: .co Ea- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 R EV. N DESCRIPTION DATE Drawn by: J.A.S. / Cii I L� 4/ Co 1 OLD 04 -125 5/20/05 DATE: 5 /20 /05 tr1::, : Uade�/' UticF%o_1r ^I IN MIAMI —DADE COUNTY - 2 DRAWING No 05-122 i -'' / V���7� • —il: P.E. SEAL /SiCNATURE /DATE a 2 5 SHEET 5 OF 14 5 PCURED CONCRETE REQUIRED • JRED CONCRETE CONCRETE BLOCK _L REQUIRED EXISTING GLASS - EXISTING GLASS — MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ® WALL MOUNTING INSTALLATION O MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) CONCRETE ANC:ICR • • •: • • • • • • • • • • (SEE SCHEDULE 01 TE • 10. • • • • • • • • • • • • • • • • • • • • Z 7 J i m ' ••. • .1- • •• ••• •• 1 • • • S.. l• • ' • • • • • • ••- • 1 I • • •• . • • • • • • • ,...i •••••••••• ,< 77 -11- 7 1- i CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) ® WALL MOUNTING INSTALLATION • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• INSTALLATION DETAILS SCALE: 3/8"=1" PCURED CCINICRET REQUIRED POURED CONCRETE OR CCNCRETE BLOCK WALL REQUIRED i EXISTING 1 GLASS ----1 EXISTING GLASS— MIN. SEPARATION . TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET tJl /4 "n- 20x3/1" S.S. j MACHINE SCREWS USING /1-■ J 1/4 " -20 NUTS 1' 12" 0.0. E0 I 1 I�1 P !ilil _ AAA EQ E0 1" Min 02 WALL MOUNTING INSTALLATION r� T citith 1 /4 "0- 20x3/4" S.S. PHILLIPS ONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS (SEE SCHEDULE ON USING 1/4 " -20 NUTS ® 12" 0.C. SHEET 10) ® WALL MOUNTING INSTALLATION NC E FCR COMBINATION CF SECTICNS: 1 - SEE S'r+EET 3 FOR TYPICAL SHUTTER ASSEIBL? 2- MOUNTING SECTION0 CAN BE COMBINED IN ANY `NAY 70 SUIT ANY INSTALLATION. " E. C. = EDGE DISTANCE (SE= NCT_3 d SC N S',-;E. F.B.C.(Hlgh Velocity Hurricane Zone) EXISTING GLASS EXISTING GLASS -/^ EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED / // z ; . '( E y/ / m i l / / //i /, r. ✓ , / MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION E. O. uJ •• .. • • • • • • • • ••• • • • • • • • CONCRETE .ANC1- f7S•• • • • (SEE SCI- EDULE ON SHEET 1 1 ) • // III • • 11=0 • •• 009 • • • ._ .. ® CEILING MOUNTING INSTALLATION a • E. D.* •• •• • • • • • • • ••• EDGE .OF •• 1_ IF • • • • • • . •. • s • • 14l ;r • • re--, . ;•,, • • . •• • •• ® FLOOR MOUNTING INSTALLATION t • • 1' r 7 .-- - /J10x3 /4" HEX WASHER HEAD 7 TEK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE INSTALLATION DETAILS #14x3/4" S.S. HEX HEAD TEK SCREWS C 9" 0.C. OR 1/4 "0 -20 S.S. M.S. W/ NUT 0 9" O.C. t� I THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE SCALE: 3/8' 1 E:CSTIN0 GLASS. EXISTING GLASS— i :MIN. SE ?ARAT',CNIi I I � TC GLASS 11 (SEE SCNEEIDULE ON SHEET 9) II POURED CONCRETE REQUIRED MIN. SEPARATION 1 TO GLASS I (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED E. D. -5 E. D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) 0 EDGE OF SLAB IF APPLICABLE ® WALK -OVER MOUNTING INSTALLATION 0 O w, MN PO CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPLICABLE NOTE F COMBINATION OF c_CTICMIS 1— SEE SHEET 5 FOR replcAL SHUTTER AsSEI■6LY ti10UNTING SECTIONS CAN BE OCMP!NE: IN ANY WAY TO SUIT ANY INSTALLATiO * E. C. = EDGE DISTANCE (SEE NOTES ?' SCHEDULE ON srE i 1) F. B. C.(Hig Velocity Hurricane Zone s :OD piyi w i6 i•0 Ii ; '_ . a.," r : 51:.: : , .A:.� ...__ N-... • 02 �_.' _ --__; - ______.._.__.. - ALUFAB HURRICANE SHUTTERS INC. (ASSA # 1 O7) # 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC• "CARIBBEAN HV ACCORDION SHUTTER' - - I L E C 0 1 1 C . BERTHA HV Accordion Shutter System v ' "`" z - ' - ° - � 7 TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDE FLORIDA 33166 Phone : (305)871' -1530 . Fax : (305)871 -1531 e -mail: tilteco ®aol.com EB 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic_ R 44167 REV. No DESCRIPTION DA Drawn by: J.A.S. ,: 1 OW 0+ -125 5 /20 /o5 DATE 5/20/05 Rii. ::ni Dzd � rouncci E'C::£rD: Division MIAMI=DADE COUNTY 2 DRAWING 05 -122 7 ✓' �2 / ! / S P.E. SEAL /SIGNATURE /DATE 4 4 s SHEET 6 OF 1 5 EXISTING GLASS EXISTING GLASS -/^ EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED POURED CONCRETE REQUIRED / // z ; . '( E y/ / m i l / / //i /, r. ✓ , / MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION E. O. uJ •• .. • • • • • • • • ••• • • • • • • • CONCRETE .ANC1- f7S•• • • • (SEE SCI- EDULE ON SHEET 1 1 ) • // III • • 11=0 • •• 009 • • • ._ .. ® CEILING MOUNTING INSTALLATION a • E. D.* •• •• • • • • • • • ••• EDGE .OF •• 1_ IF • • • • • • . •. • s • • 14l ;r • • re--, . ;•,, • • . •• • •• ® FLOOR MOUNTING INSTALLATION t • • 1' r 7 .-- - /J10x3 /4" HEX WASHER HEAD 7 TEK SCREWS 0 12" O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF SLAB IF APPLICABLE INSTALLATION DETAILS #14x3/4" S.S. HEX HEAD TEK SCREWS C 9" 0.C. OR 1/4 "0 -20 S.S. M.S. W/ NUT 0 9" O.C. t� I THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE SCALE: 3/8' 1 E:CSTIN0 GLASS. EXISTING GLASS— i :MIN. SE ?ARAT',CNIi I I � TC GLASS 11 (SEE SCNEEIDULE ON SHEET 9) II POURED CONCRETE REQUIRED MIN. SEPARATION 1 TO GLASS I (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED E. D. -5 E. D.* FLAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) 0 EDGE OF SLAB IF APPLICABLE ® WALK -OVER MOUNTING INSTALLATION 0 O w, MN PO CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) FLOOR MOUNTING INSTALLATION t EDGE OF SLAB IF APPLICABLE NOTE F COMBINATION OF c_CTICMIS 1— SEE SHEET 5 FOR replcAL SHUTTER AsSEI■6LY ti10UNTING SECTIONS CAN BE OCMP!NE: IN ANY WAY TO SUIT ANY INSTALLATiO * E. C. = EDGE DISTANCE (SEE NOTES ?' SCHEDULE ON srE i 1) F. B. C.(Hig Velocity Hurricane Zone • •• •• • • 7 NQ 'NA LL CCNNECT1ON CETAILS ?�� + ... • • •-.(• • • • • • 0 1.J T Sa • • � •• • • • • ••• ( :1 I N _aISTING GLASS (5063-71 ALLOY) ALUM. IGL- W, /(2) 1/4 TAFCON AbCHGRS TO CONCRETE (TOP /80TTCM) do 4) #10x1/2" S.S. S.V.S. T01 ISE AT EACH ANGLE. (TYP) EXISTING GLASS IN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 9) L 1/2 1/2" ©© ©O1 ' O +O0R© T J IN OPTIONAL 1 / (INTERIOR) OUT • ••• ; • • • •• • • • 1 • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • L • • • • • • • • • CR OR � % mss' • LLI J •_ ate.. _ •a- • • • • • • • • • • ••• • • • . ee 0 • • • • • • • • • • • • •• • • • • • ••• I•• 1/2 ' #10x3/4-' S.S. S.M.S. 12' O.C. FULL LENGHT. EXISTING GLASS • OUT * (EXTERIOR) OR SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"= 1 " 3 1/.4„ 6 1/3 OPPOSING C ENTE RMATr S W/ LOCK 'N SYMMETRICAL CENTERMATES OPTIONAL w/ LOCK W 1 * r(INTER1oR) ALTERNATE SECTION 12 SEE NOTE_ ON LCCI<ING RCDS it , NV LCCI<S J AND .ALTERNATE L CCI< in. CN S'H.ET 4. — E,..ST;NG GLASS RC) SECTION 12 IN OUT ©OR © OROR I OORO +OORO OUT MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SYMMETRICAL CENTERMATES LOCK Z * ;y .. T 1 NCTC i'. 4�s.J �'i� : � � i y 1�11`i I v I y l'7 i — — -3 U� * U EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE / ANCHORS 16" 0.C. { I )ORO SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane Zone) •�. L ' . - . ..3%31 8 :tisda_ : ..._. ,...., . ". ' A ,:l:pi,i:5i :,Nc 0.0 Z �- � � -� - `r ‘......__/ Ti��_ __'C��•\ ALUFAB HURRICANE SHUTTERS INC. (ASSA # 07) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 2003 EASTERN METAL SUPPLY, INC. - CARIBBEAN HV ACCORDION SHUTTER' i L E C 0 I N I NC C . O l TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871 -1530. Fox (305)871 -1531 e - mail: tilteco ®aol E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44467 REV. No OR O \� DATE Drawn by: J.A.S. '= " �c= o c ' w 7 R_, Yl - 1 - 011) 0♦ 125 5/20/05 • •• •• • • 7 NQ 'NA LL CCNNECT1ON CETAILS ?�� + ... • • •-.(• • • • • • 0 1.J T Sa • • � •• • • • • ••• ( :1 I N _aISTING GLASS (5063-71 ALLOY) ALUM. IGL- W, /(2) 1/4 TAFCON AbCHGRS TO CONCRETE (TOP /80TTCM) do 4) #10x1/2" S.S. S.V.S. T01 ISE AT EACH ANGLE. (TYP) EXISTING GLASS IN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 9) L 1/2 1/2" ©© ©O1 ' O +O0R© T J IN OPTIONAL 1 / (INTERIOR) OUT • ••• ; • • • •• • • • 1 • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • L • • • • • • • • • CR OR � % mss' • LLI J •_ ate.. _ •a- • • • • • • • • • • ••• • • • . ee 0 • • • • • • • • • • • • •• • • • • • ••• I•• 1/2 ' #10x3/4-' S.S. S.M.S. 12' O.C. FULL LENGHT. EXISTING GLASS • OUT * (EXTERIOR) OR SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"= 1 " 3 1/.4„ 6 1/3 OPPOSING C ENTE RMATr S W/ LOCK 'N SYMMETRICAL CENTERMATES OPTIONAL w/ LOCK W 1 * r(INTER1oR) ALTERNATE SECTION 12 SEE NOTE_ ON LCCI<ING RCDS it , NV LCCI<S J AND .ALTERNATE L CCI< in. CN S'H.ET 4. — E,..ST;NG GLASS RC) SECTION 12 IN OUT ©OR © OROR I OORO +OORO OUT MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SYMMETRICAL CENTERMATES LOCK Z * ;y .. T 1 NCTC i'. 4�s.J �'i� : � � i y 1�11`i I v I y l'7 i — — -3 U� * U EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE / ANCHORS 16" 0.C. { I )ORO SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane Zone) •�. L ' . - . ..3%31 8 :tisda_ : ..._. ,...., . ". ' A ,:l:pi,i:5i :,Nc 0.0 Z �- � � -� - `r ‘......__/ Ti��_ __'C��•\ ALUFAB HURRICANE SHUTTERS INC. (ASSA # 07) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 2003 EASTERN METAL SUPPLY, INC. - CARIBBEAN HV ACCORDION SHUTTER' i L E C 0 I N I NC C . ERTHA HVTw Accordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone (305)871 -1530. Fox (305)871 -1531 e - mail: tilteco ®aol E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44467 REV. No DESCRIPTION DATE Drawn by: J.A.S. '= " �c= o c ' w 7 R_, Yl - 1 - 011) 0♦ 125 5/20/05 AT O5 DATE: 5/20 2 DRAWING No 05 -122 �7, �t�.yj /��� % P.E. SEAL /SIGNATURE /DATE Alin , / :• ;se .,;f, -: • " `� ° '��`'_� Di ' is = -: MIAMI —DADE COUNTY • 5 SHEET 7 OF 14 5 • •• •• • • 7 NQ 'NA LL CCNNECT1ON CETAILS ?�� + ... • • •-.(• • • • • • 0 1.J T Sa • • � •• • • • • ••• ( :1 I N _aISTING GLASS (5063-71 ALLOY) ALUM. IGL- W, /(2) 1/4 TAFCON AbCHGRS TO CONCRETE (TOP /80TTCM) do 4) #10x1/2" S.S. S.V.S. T01 ISE AT EACH ANGLE. (TYP) EXISTING GLASS IN. SEPARATION TO GLASS SEE SCHEDULE ON SHEET 9) L 1/2 1/2" ©© ©O1 ' O +O0R© T J IN OPTIONAL 1 / (INTERIOR) OUT • ••• ; • • • •• • • • 1 • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • L • • • • • • • • • CR OR � % mss' • LLI J •_ ate.. _ •a- • • • • • • • • • • ••• • • • . ee 0 • • • • • • • • • • • • •• • • • • • ••• I•• 1/2 ' #10x3/4-' S.S. S.M.S. 12' O.C. FULL LENGHT. EXISTING GLASS • OUT * (EXTERIOR) OR SECTION 12 AT CORNER CENTERMATE #3 SCALE: 3/8"= 1 " 3 1/.4„ 6 1/3 OPPOSING C ENTE RMATr S W/ LOCK 'N SYMMETRICAL CENTERMATES OPTIONAL w/ LOCK W 1 * r(INTER1oR) ALTERNATE SECTION 12 SEE NOTE_ ON LCCI<ING RCDS it , NV LCCI<S J AND .ALTERNATE L CCI< in. CN S'H.ET 4. — E,..ST;NG GLASS RC) SECTION 12 IN OUT ©OR © OROR I OORO +OORO OUT MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SYMMETRICAL CENTERMATES LOCK Z * ;y .. T 1 NCTC i'. 4�s.J �'i� : � � i y 1�11`i I v I y l'7 i — — -3 U� * U EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE / ANCHORS 16" 0.C. { I )ORO SECTION 12 AT SLACK DETAIL (IF APPLICABLE) F.B.C.(High Velocity Hurricane Zone) Tic ETE ANC -GP - / 1C o�. ;/ (LOCATE AT i 1:171- SCE 1 -/ OF )) 1 1/2" MIN. #10x1/2" 5.5. —� 1.5. 4' 16' 0.0 :.' MIN., i I: H: 1 I / ®OR ©OR©OR© OR ® + ©OR© END CONNECTION DETAIL ® CONCRETE ANCHOR 0 16" Q.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • ._. ••• . .• • a -.••• • • • • TOURED CONCRET! • CR • 1 / • • CONCRETE BLOCK 111/ALL • •!l • • • • REQUIRED • ••• • XISiNG S.•S • <---• v / • • • • • "i 4 • • / • • • • • • I 4 #1Cx1 /2" S.S. S.M.S. C 1 0.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS • v / / ••• / • •• • • • • • • • • • • • / • • • • AIN. SSF/TAT:CiN 1 TO GLASS E_ SC '.EDUL'E /15 14AX. ••.C3.0 -T6i. •• ON S c :SHEET o •• CCS�iAIV1�• oo E • ▪ • 9 ( T o!-uEI • .. •• • • 5,4•E uF ! MIN. / / / / " DR © °R ©OR© END CONNECTION DETAIL END CONNECTION DETAIL DR(B)+00R© /— POURED CONCRETE 3 CR CCNCF f BLOCK WALL REQUIRED EXISTI1 GLASS 1 - MIN. SEIARAiICN TC Sc: EJLLT ON _ -E= 9) 7 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED #10x1/2" S.S. S.M.S. 0 12" 0.0 CONCRETE ANCHOR 12" 0.C. 6' SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 7 /{ GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2' MIN. ON SHEET 9) 40R - 0R© OR ©OR® 0R(�0R® oR3+00R© END CONNECTION DETAIL 1 END CONNECTION DETAIL 2® OR ©OR ©OR© OR(B)+00R0 ( 3/4" HV PIN. SCALE 3/8" = 1" POURED CONCRETE CR CCINC RETE BLOCK WALL RE.7UIRE: _ ;(ISTING GLASS M:N SERARA - iCN TO GLASS ('SEE 5C:- -EDUL_ CN S -EE 9) .) (LOCATE AT EITHER SIDE OF 4 OR © OR © OR ® OR ® +©OR© PLAN SEE DETAIL X FO SIDE CONNECTION TO TRACKS DETAIL X / W /(1) #10x1/2 S.M.Q. TO 3 & (2)1/4 "0 TAPCCNS ANCHORS TO WALL AT 1' 0.C. (2)#14x1 3/4" HV PIN. CURED CONCRETE / — OR CCNCRET= BLOCK WALL REQUIRE. =;<.5I ■1G GLaSr: 1 / I SE-.ARA iCN • O GLASS _ _ LG. C,',1 ) S HE - T 9 :.'SE 1" CR 2' ,MA,',C 1 i11 j (As NUMCA ? A"x 1 /8'x0' -2" I r ALUMINUM CLILI? ANGLE � — LL (6063 -T6 ALLOY) AT MICHEG -T LJOR ©OR ©OR© OR(13)+00R© END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" ` VIEW Y reOR ©OR®ORO OR ® + ©OR r © F.B.C.(High Velocity Hurricane Zone) €R.0 4 EF' /I RFi E::psaa 0. ALUFAB HURRICANE SHUTTERS, INC 7 (ASSA # 107) 13000 NW 38th AVE MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY, INC. ° CARIBBEAN HV ACCORDION SHUTTER I NC BERTHA System £S,:Ct ;.;;i3 Js:_ U O TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e —mail: tilteco®aol.com EB-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA uc. # 44167 R EV, Na DESCRIPTION DATE Drawn b J.A.S. / __ ia / B _ _ ti � _ —= -- ��- r _1 '' 1 OLD 04 -125 5/20/05 DATE: 5/20/05 _ ._.4/ '�` "``; ' "� = "'=' "" L1 ° ' "'' MIAMI —DADE COUNTY 2 DRAWING Nc 05-122 ) /' /, %' - / • P.E. SEAL /SIGNATURE /DATE 3 4 s SHEET 8 OF 14 5 Tic ETE ANC -GP - / 1C o�. ;/ (LOCATE AT i 1:171- SCE 1 -/ OF )) 1 1/2" MIN. #10x1/2" 5.5. —� 1.5. 4' 16' 0.0 :.' MIN., i I: H: 1 I / ®OR ©OR©OR© OR ® + ©OR© END CONNECTION DETAIL ® CONCRETE ANCHOR 0 16" Q.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) • ._. ••• . .• • a -.••• • • • • TOURED CONCRET! • CR • 1 / • • CONCRETE BLOCK 111/ALL • •!l • • • • REQUIRED • ••• • XISiNG S.•S • <---• v / • • • • • "i 4 • • / • • • • • • I 4 #1Cx1 /2" S.S. S.M.S. C 1 0.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS • v / / ••• / • •• • • • • • • • • • • • / • • • • AIN. SSF/TAT:CiN 1 TO GLASS E_ SC '.EDUL'E /15 14AX. ••.C3.0 -T6i. •• ON S c :SHEET o •• CCS�iAIV1�• oo E • ▪ • 9 ( T o!-uEI • .. •• • • 5,4•E uF ! MIN. / / / / " DR © °R ©OR© END CONNECTION DETAIL END CONNECTION DETAIL DR(B)+00R© /— POURED CONCRETE 3 CR CCNCF f BLOCK WALL REQUIRED EXISTI1 GLASS 1 - MIN. SEIARAiICN TC Sc: EJLLT ON _ -E= 9) 7 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED #10x1/2" S.S. S.M.S. 0 12" 0.0 CONCRETE ANCHOR 12" 0.C. 6' SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 7 /{ GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2' MIN. ON SHEET 9) 40R - 0R© OR ©OR® 0R(�0R® oR3+00R© END CONNECTION DETAIL 1 END CONNECTION DETAIL 2® OR ©OR ©OR© OR(B)+00R0 ( 3/4" HV PIN. SCALE 3/8" = 1" POURED CONCRETE CR CCINC RETE BLOCK WALL RE.7UIRE: _ ;(ISTING GLASS M:N SERARA - iCN TO GLASS ('SEE 5C:- -EDUL_ CN S -EE 9) .) (LOCATE AT EITHER SIDE OF 4 OR © OR © OR ® OR ® +©OR© PLAN SEE DETAIL X FO SIDE CONNECTION TO TRACKS DETAIL X / W /(1) #10x1/2 S.M.Q. TO 3 & (2)1/4 "0 TAPCCNS ANCHORS TO WALL AT 1' 0.C. (2)#14x1 3/4" HV PIN. CURED CONCRETE / — OR CCNCRET= BLOCK WALL REQUIRE. =;<.5I ■1G GLaSr: 1 / I SE-.ARA iCN • O GLASS _ _ LG. C,',1 ) S HE - T 9 :.'SE 1" CR 2' ,MA,',C 1 i11 j (As NUMCA ? A"x 1 /8'x0' -2" I r ALUMINUM CLILI? ANGLE � — LL (6063 -T6 ALLOY) AT MICHEG -T LJOR ©OR ©OR© OR(13)+00R© END CONNECTION DETAIL • REQUIRED ONLY FOR SPANS GREATER THAN 12' -0" ` VIEW Y reOR ©OR®ORO OR ® + ©OR r © F.B.C.(High Velocity Hurricane Zone) ilAXIMUTM SHUTTER SPAN "L±" OR "L—" 0.)* INISTALL aTICINS W/ i l;' <1CAL CEN7: 7=` TWO HV LOCKS CR TWO LOOKING RODS TO F /SC I T OM W/ ONE HV LOCK 4 (SEE NOTE E t) .1A.:( 'MUM DESIGN LOAD (p.3.1.) (+ OR -) coNcE EE & w,v ^:.G NS ALLAT:CNS .A FLOCR /CEILING M CUNTING , L+ (ft) L - (tt) 30 1 13' -1" 16' -0" 35 12' -7" 15' -0" 40 12' -2" 15' -2" 45 11' -9" 14' -3" 50 11' -6" 13' - 55 11' -3" 12' -11" 60 11' -0" 12' -4" 65 10' -9" 11' -11" 70 10' -7" 11' -5" 75 10' -4" 11' -1" 80 10' -0' 10' -9" 85 9' -9" 10' -5" 90 9' -5" 10' -1" 95 9' -2" 9' -10" 100 9' -0" 9' -7" 105 8' -9" 9' -4" 110 8' -7" 9' -2" 115 8' -4" 8' -11" 120 8' -2" 8' -9" 125 8' -0" 8' -5" 130 7' -10" 8' -1" 135 7' -9" 7' -9" 140 7' -7" 7' -6" 145 7' -5" 7' -3" 150 7' -4" 7' -0" 155 7' -2" 6' -9" 160 7' -1" 6' -7" 165 7' -0" 6' -4" 170 6' -11" 6' -2" 175 6' -9" 6' -0" 180 6' -8" 5' -10" 185 6' -7' 5 190 6' -6" 5' -6" 195 6' -5" 5' -5" 200 6' -4" 5' -3" 205 6' -3" 5' -1" • ••• • • • • ••• NIX IMLIM SHUTTER SPAN "L -" OR "L —" (t.) ` • •: l � ;Auu. ' I O INS iP/ (• • • OP . CS+gIC rE •TV +sue CI &.H`1: ,, ''Y L OK:NG ROCS 9 SE NOTE ') • • • "`•• ••• i 1 .• • • * • • • • • • •.• • • • ' • w!iuU we CESTG,N LOAD (o.,.f.) (' CR - ) • ,v, .T 003 •N�AL ATi01+S a e • ••• •• ''NAL_ MOUNTINGS & ' :10CR /CEILING MOUNTINGS L+ (ft) L - (ft) I 30 12' -3" 14' -9" 35 11' -9" 13' - 6" 40 11' - 4" 12' - 45 11' -1" 12' - 0" 50 10' -9" 11' -5" 55 10' -6" 10' -11" 60 10' -3" 10' -5" 65 10' -0" 10' - 0" 70 9' -8" 9' -8" 75 9' -4" 9' -4 80 9' -0" 9' -0" 85 8' -9" 8' - 9" 90 8' - 6" 8' - 6" 95 8' - 3" 8' - 3" 100 8' -1" 8' - 1" 105 7' -11" 7' -11" 110 7' -8" 7-7" 115 7' -6" 7' -3" 120 7' -4" 6' -11" 125 7' -3" 6' - 8" 130 7' - 1" 9' -3" 135 6' - 11" 6' - 2" 140 6' -10" 5' -11" 145 6' -8" 8' -9" 150 6' -7" 5' -7" 155 6' -6" 5' -5" 160 6' -5" 5' -2" 165 6' -3" 5' -1' 170 6' -2" 4 175 6'- 1* 4' -9" 180 6' -0" 4' -8" 185 5' -11" 4' -6" 190 5' -10" 4' -5" 195 5' -9' 4' - 3" 200 5' -9" 4' -2" 205 5' -8" 4' -1" 4 SEPARATION 70 GLASS RE'.'UIRE:'•AGNT_ �E SEPARATION TO SCHEDULE (i) -�_ 'vIINII,IUM Sc.r.rtA,;CN ��.. Gi},SS FOR ,HUITEPS INSTALL E:3 'WITIN THE FIRST 30' -0" ELE' /.A!ION OF BUILDING M \SURER AT BOTTOM OF SHU T TE.R. (2) MINIMUM SE. ARAT'CN TO CL -S2 FC . SHUTTERS I NSIALED ABOVE 30 -v ELEVATION CF BUILDING, N,IF SURE0 AT BOTTOM OF SHUTTER IS` 3". MlN!MUM SE?ARA.TICN TO GLASS SCHEDULE _ Cc. NC IOCKINC, RCCS NOTE -t) SHUT EP W/ ONE LUCK CONCRETE & NANSORY (SHEETS 5 & 6) SHUTTER SPAN INSTALLATION W/ Y u INSTALLATION W/ CPPOSINQ CENTERMATES CENTERMATES 105" OR LESS 3 5/16" 4" >105" TO MAX. ALLOWED 3 7/8 4" MINIMUM SEPARATION TO GLASS SCHEDULE: SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR WITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION W/ SYMMETRICAL INSTALLATION W/ OPPOSING CENTERMATES CENTERMATES 105" OR LESS 2 3/4" 3 3/16" >105" TO MAX. ALLOWED 3 1/4" 3 1/4" INSTALLATION LEGEND Cc. NC IOCKINC, RCCS NOTE -t) 'AAXIMUN C.E, L =AO p.31.) (+OR -) CONCRETE & NANSORY (SHEETS 5 & 6) WOOD (SHEETS 13 & 14) WALL MOUNTING # 1, 2, 3 & 4 # 1W, 2W, 3W, 4W, 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 8 8 # 8W, 9W & 1OW • ,I, X I'UM SHUTTER ,..T,A± L- TI0,NS W/ ONE iH'/ LOCK (SEE SPAN "L -" CR "L —" (11) S' ;v;METr CAL C_NT•!‘IA -_S, Cc. NC IOCKINC, RCCS NOTE -t) 'AAXIMUN C.E, L =AO p.31.) (+OR -) CONIC ETE a 'NCO 0 :NST:.u,. > T1ONS ., WALL MGLINTING FLOOR /CEILING MOUNTING L + (ft) 1 L - (ft) L + (8) L - (tt) 30 13' -2" 16' -0" 4 13' -2" 16' -0" 35 1 2' - 3" 14' -10 12' -8" 14' -10" 40 12' -3" 13' -10" 12' -3" 13' -10" 45 11' - 11" 13' -1" 11' -11" 13' -1" 50 11' - 7" 12' -5" 11' -7" 12' -5" 55 11' -4" 11' -10" 11' -4" 11' -10" 60 11' -1" 11' - 4" 11' -0" 11' -4" 65 10' - 10" 10' - 10" 10' -7" 10' -10" 70 10' -5" 10' -6" 10' -2" 10' -6" 75 10' -1" 10' - 1" 9' -10" 10' -1" 80 9' -10" 9' -9" 9' -7" 9' -10" 85 9' -6" 9' - 6" 9' -3" 9' -6" 90 9' - 3" 9' -3" 9' -0" 9' -3" 95 9' -0" 8' -9" 8' -9" 9' -0" 100 8' -9" 8' -4" 8' -6" 8' - 9" 105 8' - 7" 7' - 11" 8' - 4" 8' - 4" 110 8' - 4" 7' - 7" 8' -2" 7' -11" 115 8' -2" 7' -3" 8' -0" 7' - 7" 120 8' -0" 6' -11" 7' -10" 7' -4" 125 7' -10" 6' -8" 7' - 8" 7' - 0" 130 7' -8" 6' -5" 7' - 6" 6' - 9" 135 7' -7" 6' - 2" 7' - 4" 6' -6" 140 7' - 5" 5' - 11" 7' - 3" 6' - 3" 145 7' -3" 5' -9" 7' - 1" 6' -0" 150 7' - 2" 5' - 7" 7' -0" 5' -10" 155 7' -0" 5' -5" 6' -10" 5' -8" 160 6' -11" 5' -2" 6' -9" 5' -6" 165 6' -10" 5' -1" 6' -8" 5' - 4" 170 6' - 9" 4' - 11" 6' - 7" 5' - 2" 175 6' - 7" 4' - 9" 6' - 5" 5' - 0" 180 6' - 6" 4' -8" 6' -4" 4' -10' 185 6' -5" 4' - 6" 6' - 3" 4' -9" 190 6' - 4' 4' - 5" 6' - 2" 4' - 7" 195 6' - 3" 4' - 3" 6' - 1" 4' - 6" 200 6' -2" 4' -2" 6' -0" 4' -5" 205 6' - 0" 4' -1" 6' -0" 4' -3" SCHECUL • • • • • • •• •• • • • •• •. • • • SC * NOTES • (1) L -: MAXIMUM ALLOWASL- SPAN TOR A GVEEN POSITIVE CESIGN LOAD. L -. .MAX. ALL'OWAB'LE SPAIN FOR A G ;`,E:N tlECATIVE DESIGN L0,- 0. (2 FRCCEDUAE 70 CE ERMIiNE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /oE:UNG: C' /E1 A PGSiTi4_ DEIGN LOA:, CETERauNE MAG12UM STAN "L+" FROM S0 -' TDUL E. GiVEi'l A NEGATIVE CESIGN LCAD, DETERMINE MAXIVU■i SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS ECUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TC DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1 + ", "L2 + ", "Li -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF 14. F.B.C.(High Velocity Hurricane Zone) 4 2i'Eli;CT' E 1. ` ,: . 1 ` „.2 r _ ALUFAB HURRICANE SHUTTERS INC. (AS SA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY. • .CARIBBEAN HV ACCORDION SHUTTER IL O ! II! C BERTHA I IVrN em --� 7 ���e/ •' f4 NY TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 3 St., S 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 e —mail: tilteco@aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. No DESCRIPTION Drown by: J.A.S. 1�- �.�_� -- - . _ "-' —` ---� 1 OLD 04 -129 5/20/05 DATE: 5/20/05 rn.a: at�.. pct f:Gt1;� r .: 3 MIAMI —DADE COUNTY 7 ,/-1--/ v?`S _� . /J P.E. SEALjS(C;NA.TURE /DATE 2 DRAWING No 05-122 3 4 5 SHEET 9 OF 14 5 SCHECUL • • • • • • •• •• • • • •• •. • • • SC * NOTES • (1) L -: MAXIMUM ALLOWASL- SPAN TOR A GVEEN POSITIVE CESIGN LOAD. L -. .MAX. ALL'OWAB'LE SPAIN FOR A G ;`,E:N tlECATIVE DESIGN L0,- 0. (2 FRCCEDUAE 70 CE ERMIiNE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR /oE:UNG: C' /E1 A PGSiTi4_ DEIGN LOA:, CETERauNE MAG12UM STAN "L+" FROM S0 -' TDUL E. GiVEi'l A NEGATIVE CESIGN LCAD, DETERMINE MAXIVU■i SPAN "L -" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS ECUAL TO THE MINIMUM DETERMINED SPAN BETWEEN "L +" AND "L - ". (3) PROCEDURE TC DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEILING MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOAD: DETERMINE: L1+= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: Lt -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 -= MAX. SPAN FOR FLOOR /CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN "L1 + ", "L2 + ", "Li -" AND "L2 -" (4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ MAXIMUM SHUTTER SPAN "L +" OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEET 4 OF 14. F.B.C.(High Velocity Hurricane Zone) • _• • • • •• - • r- •-• • •• •• • • • •• $P4 N(� I A . , .c ; c I1 -f1N 1 1 * 1� ^ c 1I SEE .=�, I C .-I G R -SPECIFICATIONS -IN SH=Ei 11 .I , f-1, F R � s r 1- � N 1 • TAPCCk s+ L ' C A CsRRFSRCNOING MOUNTING T PE FOR A GIVEN 'AX. SHUTi•r SPAN 0 SI N NEC ALL POINTS SOUL -SET .INN .ND OR CQNCRETF OR CQNCRE= FLOCK INSTALLATIONS W DCE -8(L. . ... . . . • i • • • • • • •• • • • (SEE 4OUNTINCS 1, 2, 3 & 4 ON SHEET 5) • • • • • • • • • • •• ••. _ UAZL4A . Sa.aN t - � . . • _ NICPcTE /CCNCRETE BL:�C< - 'N ,^LL MOUNTING I;N (G N/ V :. V A` W MOUNTING 1 'r ' MOUNTING' .. , �,. (, 1 8 %C HE-JET SiU_ #1 _ (�Ic:. t.^ER 'N _ / , WN,AL - �) H\/ ,, , ��, SLL :.. LL MOU INE T .3. lj •- 12 - N,AL'_ 'riC•U" 4 NEGATIVE ,=■CN , ..::AO {pei) NE. NE' 'ow' I :ION LOAC NECA;bE OES:GN (per 30 43 Fv 90 j I2C 160' 7 1 0 2C 1 1 CS =G 1 6c 2' 3 OR Lc55 4'- 12 I 10 1 9 1 8 3 3 6 4 1_ 1 1 i2 1 10 1 2 10 1 5 3 I 3 1 8 i 5 I�. 12 ,0 9 8 3 s - 4 12 1 c0 0 12 1 I7_ f 1 of 2 1 6 1 1 3 8 ° I I ' 1 N I m l 6 E 2 2 1 10 3 I 6 ( 4 3.5 i 12 12 10 10 8 1 12 12 1 10 112 10 10 7.5 6 3 4.5 - 8 8 14 14 12 1 1�- I �° 12 10 I° I7 L 12 10 1— l 10 I 3 5.5 - C1 - 1 8 i If) 14 °I v, 1 12 10 E i 12 10 I 12 10 10 3 4 - 8 6 1 3 E 5' -0 4 /0 1 12 10 3 12 10 14 12 10 14 12 14 10 1-- l co _.5 12 1 1°_ 3 12 T 4 12 1 - - V- J O f - 14 12 14 70 6 4.5 12 10 E 12 10 14 12 10 14 12 6 -0" Lt. 12 1 2 10 10 1 I - i - I-1- 5 5.5 I - - I�I� 12 12 10 10 1 °1 Io1Q 1 :13 0 3 3.5 4.5 - - 12 12 10 10 oI- I+ 1-I- Ir) ' 12 12 10 10 I 4 8 1 - - - - v- 12 --- 72 - 1 0 0 N N -I-1 6.5 8 3.5 - - 1 a - 8 3 - 1 o f ---L 4. 2 10 8 .3,5 12 10 6 4 12 10 12 10 1 7.5 - - 12 8 7 - - 14. 3 7 14 12 10 3.5 - - 12 10 5.5 - 12 /0 14 1 - - - 14 12 5.5 - - - 14 3. - - it 12 10 L 4 - - 12 10 17 L 6.5 - 12 10 L L L .4 1- ._ - - - 14 12 O N 8 5 - - 14 N 8 5 3. 14 12 10 6.5 4 - 12 10 8 - 12 1 14 12 10 - - - 14 12 8 3.5 - - 14 6.5 3.5 - 8'-0" 14 10 5 3 - - 12 /0 3.5 - - 12 10 - 11. - - - 11 3.5 - - - 14 /1.5 7.5 - - 14 L 10 L 5.5 - - - 12 10 1 ° 4.5 - - 12 10 L L - 12 O �I - - - 12 O I 8 3 - - 14 12 10 1 6.5 14 10 8 5 - 12 1t 7 - - 12 1 - 1. 7 - - - 14 12 10 5 - 9 -0" 14 12 10 5.5 3.5 - - - 12 11 6.5 - - - 12 11 6.5 - - .5 1( - - - 13 - - - - 13.5 5.5 - - - 14 12 '0 6.5 4 - - - 12 10 I- 7.5 3 - - d 12 10 yr 7.5 - 14 12 .0 5 - - - - 14 12 O N 5.5 - - - 14 O 9 5.5 - - 14 12 10 9 7 4 - - 12 10 8 5.5 - - 12 10 8 - - 14 12 7.5 3.5 - - - - 14 12 4 - - - 14 9 4 - - W 14 12 8 4.5 3 - - - 12 10 4.5 - - - 12 10 9 - - - - - 12 3 - - - - 12 9 6 4.5 3 - - - 14 12 9.5 5 3.5 - - - I 12 10 5.5 - - - 12 10 - - - 12 ^ 3.5 - - - - 14 O 8 4 - - - 14 1? 10 9 7.5 - - - 14 12 10 8.5 5.5 - - - 12 10 8 - - - 12 10 - - - 12 14 5.5 - - - - 14 12 10 8 5.5 - - - 11"-0" 14 12 3.5 - - - - 12 10 - - - - 12 10 - - - - . 11 8.5 11 8 5.5 71 5. 5 3.5 - - - - 14 12 4 - - - - 12 10 - - - - I 12 10 - - - - . 14 12 _ 3.5 - - - - 14 12 10 5 - - - - 14 10 9 - - - - 14 12 7 - - - - 12 10 - - - - 12 10 - - - - 14 12 3, 5 14 12 10 3.5 - - - - 14 10 6.5 -. - - - 12' -0" 14 12 5 - - - - - 12 10 12 10 10 7.5 10 7.5 3.5 10 7.5 5 14 12 5.5 - - - - - 12 10 - - - - - 12 10 14 12 14 12 10 14 ? 10 14 12 9 - - - - - 12 10 - - - - - 12 10 14 12 14 12 7 14 12 9 5.5 - - - - 13' -0" 14 12 4 - - - - - 14 12 7.5 - - - - - 12 10 9 5 9.5 7 9.5 4 14 12 4.5 - - - - - ' 4 12 9 - - - - - 12 10 14 12 4 14 12 6.5 - - - - - 14 10 14 12 7.5 - - - - - 14 12 10 - - - - - 12 10 14 9 14 12 4.5 14 7. 5 14• -0" 14 10.5 - - - - 14 12 5.5 - - - - - 12 10 8.5 3 5 8.5 6.5 8.5 6.5 3.5 14 12 - - - - - 14 12 6.5 -. -' - - - 12 10 14 _ 4 14 12 6 14 12 9 14 12 6.5 - - - - - 14 12 10 - - - - - 12 10 14 6. 5 14 12 3.5 14 12 6. 5 15 -0" 14 8.5 - - - - - - 12 - - - - - - 14 12 8 8 6 8 6 14 9. 5 - - - - - - 12 - - - - - - 14 12 14 I1 14 12 14 12 14 12 12 14 12 14 14 11.5 - - - - - - 14 11 16 -0" 14 14 14 7.5 7.5 7.5 14 - - - - - - - 14 14 14 14 - - - - - - - 14 14 I 14 14 14 _ 14 14 F.B.C.(High Velocity Hurricane Zone) ALT .. -_ '_ . =S Cpr � i :":131.c _ 1. i :pi. a'Lre;;aF?_0 rO z_00 7 T - _ -_ _ L \ - -- `�== © 2003 EASTERN METAL SUPPLY. • "CARIBBEAN HV ACCORDION SHUTTER 1 L E C 0 ALUFAB HURRICANE BERTHA h3VT� Acc Shutter System TIL TESTING & ENGINEERING COMPANY 5355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530. Fox : (305)871 -1531 e -mail: tilteco�aol.com EB 0006719 WALTER A. T1LUT Jr. P. E. FLORIDA Lic. # 44167 i SHUTTERS, INC. REV, Na DESCRIPTION DATE Drawn by: J.A.S. // J By y �v / l e. :Yiiarae .:4 i.::: :1 �:Sisi3r, MIAMI -DADE COUNTY - c =. - -� -- _ �-' - " -"" 1 MO 04 -125 5/20/05 DATE: 5/20/05 (ASSA # 1 07) 2 DRAWING No 05- 22 2 /-1,..1%./ ` _. -. ., P.E. SEAL /SIGNATURE /DATE 13000 NW 38th AVE. 3 MIAMI, FL 33054 PHONE: (305)688 -4701 5 SHEET 10 OF 14 5 • _• • • • •• - • r- •-• • •• •• • • • •• EDGE DISTANCE VERSUS SPACING FOR ANCHORS MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR 1/4 "0 TAPCON AND SOLID SET AND WEQGE -BOLT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E. 0. FOR ALL POINT SOUO SET ANCHORS IS 3"). REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. ACTUAL E. D. FACTOR WEDGE -BOLT 1/41 TAPCON SOUD SET MIN. SPACING - 3' WIN. SPACING - 3' M. SPACING - 3.5' 3" 0.83 0.83 0.78 2 1/2" 0.66 0.66 - 2' 0.50 0.50 - =1:85 2ESCZtc t BMIC TAPCON ALL POINTS SCUD- SET MAXIMUM 3RAN (ft) 3 -C OR LE :5 4 ' - O' 5 ' -0" WEDGE - SOL 4 1 i 2 , 10 1 9 1 8 • c • Y . � Il,, SPACING in. SCHEDULE FOR A GJVFN SHU i T'"R PAN FSIGN N`GA: 6' -0" 7 -0 8 -0' 9 -0" 1 r -0" 12' -0 1.3'-o 14"-0" 15' -0" 16' -0 CEiL.`I\IC iv;CUNTIING FLOOR a FLOOR viCiNiiNG 6 FLCCR MCUN -iNG 7 NECATNE JUICY LOAD (p() 30 2-0 i ,60 , 5 19,0 11 i i 5 _ __° 1 • 7 1 w200 1 19,9 2C5 030 43 j 63 - c 90 150 2O 14 12 1 10 9 8 8 5 6 14 12 10 9 8 8 6 6 14 12 10 9 8 1 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 M® E® ®® HI® �® =® ELV® ILI® El CHM BEIM MEM IZI® D® 10 9.5 10.5 10 8 10 9 8 8 6 5.5 10 9 8 8 6 10 9 8 7.5 5.5 4 10 9 8 8 5 10 9 8 8 6 12 10 9 8 5 4.5 10 9 8 7 5 10 9 8 8 6 10 9 7.5 5.5 4 10 9 8 6 4.5 10 9 8 8 6 12 10 8 6.5 5 10 9 7.5 5.5 - 10 9 8 8 9 7 6 4.5 - 10 8 6.5 5 12 10 9 8 7 8 6.5 5 4 9 7 6 4.5 - 8 6.5 5.5 - 10 9 8 6.5 5.5 4.5 - 7.5 6 5 10 8.5 7 6 5 7 5.5 - 10 8 6 6.5 - 5.5 - 6 9 6 El 6 6 12 10 9 8 6.5 - 14 11 7.5 6 5 12 9.5 14 12 10 9 8 8 5 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 10 9 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 74 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 I 4 12 14 12 10 9 10 9 10 9 10 9 8 8 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 10 10 10 10 - 10 - 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 6 14 12 10 9 8 a 6 6 14 6" 14 6 14 6 14 QM DI UM O - 14 0 - 14 gm vim® 0 - 14 ®® Ell - 14 ®EEI O - 14 um EN - 14 10.50 0 0 0 El 6 14 6 14 6 14 - 14 14 - 12.5 - 14 - 11.5 13 14 - 10.5 12 14 10 11 14 9 - 10.5 14 - 8.5 10 - 14 EA 12 10 10.5 8.5 5.5 10 8 u ®© El ea Una ®® 0 0 8.5 8 6.5 10.5 10 10 10 10 10 10 9 8 8 8.5 10 10 10 8 10 6 0 0 9.5 6 8.5 8 9 8 9 7.5 5.5 9 8 6.5 9 a 8 8 6.5 5 9 7.5 5.5 7 5.5 4 8 6.5 5 9 8 7 6 5 3.5 7 5.5 4 9 8 6 5.5 4.5 3.5 6 5 4 9 7.5 5.5 5 4 3 4.5 3.5 - 5 4 7.5 6 4 3.5 - 4.5 4 7 6 4 4.5 - 6.5 - 4 .3 3 5 5.5 4.5 .3.5 - 7 5 14 12 10 9 8 8 6 14 12 10 9 8 5 4.5 .3.5 14 12 10 9 5 14 12 10 9 14 12 14 12 74 12 14 12 14 12 14 12 14 12 14 12 14 10 5 9 5.5 10 7 10 9 10 9 9 7 6 10 8 6.5 10 9 8 10 9 7 5.5 4.5 14 10.5 14 12 8 10 9 7.5 13 9.5 6.5 5 4 5 4 .3.5 4.5 3.5 3 4.5 3.5 - 5 4 7.5 6 4 ES 4.5 - 7 4 4.5 - 13 9.5 6.5 - EMMEN 4.5 .3.5 6 5 5.5 4 1 1 11,11 =111:5 11 3 WIENER MEI Ell EEI 5 El El EN Ell Ell EN 11=2 10 9 9 8 6. 0 14 0 9 8 FLOOR MCUNTNC 1. TP1 0E-Si GN - 1/ TAPCCN ANCHORS. AS MANUF.ACT'JRED SY 1.7. RAM DE. RED HEAC. - 1/4 'NE:G=3-E-CLI ANC:-'CRS .A.3 MANUFA.CTURED PCWERS FASTENING, INC. A.2) MINNum EASEEkADIT OF 1/4'5 X 3/ AL. P':INTE SCI.J3-SET ANG/-iCRS SHALL SE 7/3' INTO 7-IE. PCUR 1, LONG MiNIMUM SHOULD STUCC EXIST, AND I " 1NIM UM FOR WALLS WITH NO STUCCO. A.3) IN CASE THA7 PRECAST STONE, PRECAU CONCRETE PANELS, PAVERS CR ANY VENEER BE FOUND CN THE EXISTING WALL CR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL SE AS INDICATED ON NOTES A i) & A.2) ABOVE. FCR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTiNG CONCRETE BLOCK WALL: - 1/ 4 3/4" ALL POINTS SOLID-5E7 ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, SOLT & SPECLALTY - 1/4 WEDGE-BOLT 04/ 1/4 BLOCK-PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE-BOLT ANCHORS. IS 1 1/4". 6.2) 14iNIMUM EMBEDMENT OF 1/4'o x 3/4' ALL POINTS SOLID-SU ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMI7TED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, ANO 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAIO WALL FINISHES. ANCHORAGE SHALL IEE AS INDICATED ON NOTES 13.1) & 0.2) ASOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIC.ATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.0.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. F.B.C.(High Velocity Hurricane Zone) P , a^TRFA ;= t "_j':::= .,,,z,,,:,..„:„ - , T o9 1 0 L .:p >;' - = =,� 30 Z ao) - � ALUFAB HURRICANE SHUTTERS INC. (AS SA # 1 07) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 ® 2003 EASTERN METAL SUPPLY, INC• 'CARIBBEAN HV ACCORDION SHUTTER' 'L E C 0 1 C BERTHAHVTM Acc ordion Shutter System TILLIT TESTING & ENGINEERING COMPANY 6355 . 36th. St.. Ste. 305. VIRGINIA GARDENS, FLORIDA 33166 N.W. Phone : (305)871 -1530 : Fax : (305)871 -1531 e-mail: tilteco@aol.coM E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 R EV. N D ESCRIPTION DATE Drawn by: J.A.S. y , A. -----'-`-.... 1 oLD 04 5 /20/05 DATE: 5/20/05 DRAWING No 05-122 4 DiVi5iu; MIAMI -DADE COUNTY , _ P.E. SEAL /SIGNATURE /DATE a 5 SHEET 11 OF 14 5 =1:85 2ESCZtc t BMIC TAPCON ALL POINTS SCUD- SET MAXIMUM 3RAN (ft) 3 -C OR LE :5 4 ' - O' 5 ' -0" WEDGE - SOL 4 1 i 2 , 10 1 9 1 8 • c • Y . � Il,, SPACING in. SCHEDULE FOR A GJVFN SHU i T'"R PAN FSIGN N`GA: 6' -0" 7 -0 8 -0' 9 -0" 1 r -0" 12' -0 1.3'-o 14"-0" 15' -0" 16' -0 CEiL.`I\IC iv;CUNTIING FLOOR a FLOOR viCiNiiNG 6 FLCCR MCUN -iNG 7 NECATNE JUICY LOAD (p() 30 2-0 i ,60 , 5 19,0 11 i i 5 _ __° 1 • 7 1 w200 1 19,9 2C5 030 43 j 63 - c 90 150 2O 14 12 1 10 9 8 8 5 6 14 12 10 9 8 8 6 6 14 12 10 9 8 1 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 M® E® ®® HI® �® =® ELV® ILI® El CHM BEIM MEM IZI® D® 10 9.5 10.5 10 8 10 9 8 8 6 5.5 10 9 8 8 6 10 9 8 7.5 5.5 4 10 9 8 8 5 10 9 8 8 6 12 10 9 8 5 4.5 10 9 8 7 5 10 9 8 8 6 10 9 7.5 5.5 4 10 9 8 6 4.5 10 9 8 8 6 12 10 8 6.5 5 10 9 7.5 5.5 - 10 9 8 8 9 7 6 4.5 - 10 8 6.5 5 12 10 9 8 7 8 6.5 5 4 9 7 6 4.5 - 8 6.5 5.5 - 10 9 8 6.5 5.5 4.5 - 7.5 6 5 10 8.5 7 6 5 7 5.5 - 10 8 6 6.5 - 5.5 - 6 9 6 El 6 6 12 10 9 8 6.5 - 14 11 7.5 6 5 12 9.5 14 12 10 9 8 8 5 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 10 9 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 74 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 I 4 12 14 12 10 9 10 9 10 9 10 9 8 8 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 9 10 10 10 10 10 - 10 - 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 6 14 12 10 9 8 a 6 6 14 6" 14 6 14 6 14 QM DI UM O - 14 0 - 14 gm vim® 0 - 14 ®® Ell - 14 ®EEI O - 14 um EN - 14 10.50 0 0 0 El 6 14 6 14 6 14 - 14 14 - 12.5 - 14 - 11.5 13 14 - 10.5 12 14 10 11 14 9 - 10.5 14 - 8.5 10 - 14 EA 12 10 10.5 8.5 5.5 10 8 u ®© El ea Una ®® 0 0 8.5 8 6.5 10.5 10 10 10 10 10 10 9 8 8 8.5 10 10 10 8 10 6 0 0 9.5 6 8.5 8 9 8 9 7.5 5.5 9 8 6.5 9 a 8 8 6.5 5 9 7.5 5.5 7 5.5 4 8 6.5 5 9 8 7 6 5 3.5 7 5.5 4 9 8 6 5.5 4.5 3.5 6 5 4 9 7.5 5.5 5 4 3 4.5 3.5 - 5 4 7.5 6 4 3.5 - 4.5 4 7 6 4 4.5 - 6.5 - 4 .3 3 5 5.5 4.5 .3.5 - 7 5 14 12 10 9 8 8 6 14 12 10 9 8 5 4.5 .3.5 14 12 10 9 5 14 12 10 9 14 12 14 12 74 12 14 12 14 12 14 12 14 12 14 12 14 10 5 9 5.5 10 7 10 9 10 9 9 7 6 10 8 6.5 10 9 8 10 9 7 5.5 4.5 14 10.5 14 12 8 10 9 7.5 13 9.5 6.5 5 4 5 4 .3.5 4.5 3.5 3 4.5 3.5 - 5 4 7.5 6 4 ES 4.5 - 7 4 4.5 - 13 9.5 6.5 - EMMEN 4.5 .3.5 6 5 5.5 4 1 1 11,11 =111:5 11 3 WIENER MEI Ell EEI 5 El El EN Ell Ell EN 11=2 10 9 9 8 6. 0 14 0 9 8 FLOOR MCUNTNC 1. TP1 0E-Si GN - 1/ TAPCCN ANCHORS. AS MANUF.ACT'JRED SY 1.7. RAM DE. RED HEAC. - 1/4 'NE:G=3-E-CLI ANC:-'CRS .A.3 MANUFA.CTURED PCWERS FASTENING, INC. A.2) MINNum EASEEkADIT OF 1/4'5 X 3/ AL. P':INTE SCI.J3-SET ANG/-iCRS SHALL SE 7/3' INTO 7-IE. PCUR 1, LONG MiNIMUM SHOULD STUCC EXIST, AND I " 1NIM UM FOR WALLS WITH NO STUCCO. A.3) IN CASE THA7 PRECAST STONE, PRECAU CONCRETE PANELS, PAVERS CR ANY VENEER BE FOUND CN THE EXISTING WALL CR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SHALL SE AS INDICATED ON NOTES A i) & A.2) ABOVE. FCR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (B) TO EXISTiNG CONCRETE BLOCK WALL: - 1/ 4 3/4" ALL POINTS SOLID-5E7 ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, SOLT & SPECLALTY - 1/4 WEDGE-BOLT 04/ 1/4 BLOCK-PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON & WEDGE-BOLT ANCHORS. IS 1 1/4". 6.2) 14iNIMUM EMBEDMENT OF 1/4'o x 3/4' ALL POINTS SOLID-SU ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMI7TED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, ANO 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAIO WALL FINISHES. ANCHORAGE SHALL IEE AS INDICATED ON NOTES 13.1) & 0.2) ASOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIC.ATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.0.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. F.B.C.(High Velocity Hurricane Zone) •.• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 do 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ 0 =0.50 (N.O.S.) - SPRUCE PINE FIR NORTH W/ 0 =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone \fIAXIII1,jU,'4I DESIGN: F RAl :INC. (p. =vf) -ID CORRESPONDING \1AX1MU\ ANC, SF C' (.i;1,) ��CSCHEDULE, MEGA) IVF 1J SI N 1 OIAD A.1ND A CORR SFCNO N MOUNTING ! i FF. FOR j A LUFAB HURRICANE SHUTTERS, INC (AS SA f107) 13000 NW 38th AVE. MIAMI FL. 33054- PHONE: (305)688 -4701 A GIVEN MAX . SHU�R SHUTTER CARIBBEAN HY ACCORDION SHUTTER' SPAN • • • • • • • (SEE MOUNTINGS ON SHEETS 13 & 14). • • • • • •• • • • • MAXIMUM SPAN (ft) • • • • : •• • . :•• • :. •• 1-____.! 1 i --3 R EV. No DESCRIPTION DATE ----. By 1 1 5/20/05 1 ��� �i � • - �- -•• MieiniDtide '..r: =LitCo:-Atii DiYi3 ar MIAMI -DADE COUNTY -- ,' '1 jG'__ P.E. SEAL /SIGNATURE /DATE SOUTHERN \. F .E � 7U: r,': =nl I l`�� t lo. .:4 1�J� ��LN..G= LL., � GOUCLJ.S FIR 70.4. e41 e c-:^ :_.:c. • t i r E F! NORTH • SP,RvC_ PINS FIR �R NJ W / MIN. G =O. 43 �U(.E PINE FIR :SOUTH S�-P W/ MIN. C.:=0.3' 6 / ^ I D X 1� ��' MINI. Cu ;� ;-1 '.(VOCD _ WALL M0UNI INCS 1W, 2W, Off! & 6W _ • •CErLIr'I •� /lfiiU�l •i*,V't.. I FLOOR MOUNTINGS 9'N 24 1 C 4V n WALL M0 IIN i IINI GS ;Nl, 2W, 3W & 6W MOUNT CFI' ly'iOUI'�1 SW FLOOR IMOUNTINCS 9W & 1 OW ' �I ��IJI ii I�IG� 1'vV, 2'AI 3 & 61 '/ oo C -ICING MOUNT C; 1117 FLOOR IMOUINTIINGS 9'N 24 1 OW WALL MOUNTING 4W & 5W S. NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (pst) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) NEGATIVE DESIGN LOAD (psf) • NEGATIVE DEIGN LOAD (psf) NEGATIVE DEIGN LOAD (psf) 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 05 3' -0" OR LESS 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 4' -0" 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 5' -0" 12 10 10 9 8 8 6 6 6 6 6 5.5 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 6' -0" 1 2 1 0 1 0 9 8 6.5 6 6 6 6 5.5 4.5 1 2 1 0 1 0 9 8 5 6 6 6 5.5 5 4.5 1 2 1 0 1 0 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 7' -0" 1 2 1 0 1 0 9 6.5 4 6 6 6 5.5 4.5 4 1 2 1 0 1 0 9 5 3 6 6 6 5 4 3.5 1 2 1 0 1 0 7 3.5 - 6 6 6 5 4 .3.5 6 5 4 4 - - 8' -0" 1 2 1 0 1 0 7.5 4.5 3 6 6 6 5 4 3.5 1 2 1 0 1 0 6 3.5 - 6 6 5 4.5 3.5 3 1 2 1 0 1 0 4 - - 6 6 5 • . 5 3.5 3 6 5 4 - - - 9' -0" 1 2 1 0 1 0 5 3.5 - 6 6 5.54.5 3.5 3 1 2 1 0 9 4 - - 6 6 4.5 4 3 3 1 2 1 0 4 3 - - 6 6 4.5 4 3 3 6 5 3.5 - - - 10' -0" 1 2 1 0 7.5 4 - - 6 6 5 4 3 - 1 2 1 0 6 3 - - 6 6 4 3.5 3 - 1 2 1 0 3 - - - 6 6 4 .5 3 - 6 5 - - - - 11' -0" 12 10 5.5 - - - 6 6 4.5 - - - 12 10 4.5 - - - 6 5.5 3.5 - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12' -0" 12 10 4.5 - - - 6 6 4 - - - 12 10 3.5 - - - 6 5 3.5 - - 12 10 - - - - 6 5 3.5 - - - 6 5 - - - - 13' -0" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - - - 14' -0" 12 10 - - - - 6 5.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 12 7 - - - - 5.5 4.5 - - - - 6 3 - - - - 15' -0" 12 - - - - - 6 - - - - - 12 - - - - - 5 - - - - - 16' -0" 12 - - - - - 6 - - - - - 12 - - - - - •.• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 do 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ 0 =0.50 (N.O.S.) - SPRUCE PINE FIR NORTH W/ 0 =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone PRODUCT - - ` • -4' M a sk ,,, , ` `,. ! '-.. -1 . _ ira' :I: i :3n . <:: 03 f C7 '� A LUFAB HURRICANE SHUTTERS, INC (AS SA f107) 13000 NW 38th AVE. MIAMI FL. 33054- PHONE: (305)688 -4701 © 2003 EASTERN METAL SUPPLY. INC. CARIBBEAN HY ACCORDION SHUTTER' I L E C O { N C BERTHA HVTM A ccordion Shutter System Tull TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St.. Ste. 305, VIRGINIA GARDENS, FLORIDA 3.3166 Phone : (305)871 =1530. Fox : (305)871 -1531 e -mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 R EV. No DESCRIPTION DATE Drawn by: J.A.S. By 1 OLD 04-125 5/20/05 DATE: 5/20/05 �i � • - �- -•• MieiniDtide '..r: =LitCo:-Atii DiYi3 ar MIAMI -DADE COUNTY -- ,' '1 jG'__ P.E. SEAL /SIGNATURE /DATE 2 DRAWING NO 05- 122 3 4 5 SHEET 12 OF 14 •.• NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. ANCHORS TO WALL, FLOOR OR SOLID W000 SOFFIT SHALL BE AS FOLLOWS: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILOEX W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 do 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE 7W, SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - SOUTHERN PINE No. 2 W/ 0 =0.55 (N.D.S) - DOUGLAS FIR W/ 0 =0.50 (N.O.S.) - SPRUCE PINE FIR NORTH W/ 0 =0.43 (N.D.S.) - SPRUCE PINE FIR SOUTH W/ G =0.36 (N.D.S.) -MIN. 1/2" COX PLYWOOD (1986 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. F.B.C.(High Velocity Hurricane Zone i j STING II LASS -- II TING ASS-- - CONT. PLATE 1 EXISTING MIN. II ` 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) —WALL FINISH 1/4Th TAPCON '•N/ 1 1/ loin. PENETRATICN CF THREADED AREA TO EXISTING WOCD HEADER. • • f (SEE SCHES'.;LE on SHE 12. • • • • • • 1* WALL CONNECTION AT TOP WALL FINISH OR © 4W WALL CONNECTION AT BOTTOM 3 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) • ID-_ ••• • •� N DETAILS ON EXISTING W000 BUILDINGS ••• • • • 2x4" CONT. W000 PLATE REQ'0. 1/2" MIN. CDX PLYWOOD REVD. EXISTING MIN. 2 "x4" STUDS ® 16" 0.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.8.C. • • • ••1 • • • • • • • • ••• y • • • • • L • \ \ • 4s • • \ • • / a • • • • •t • 7 2 • ••• • • • \• ,I• \• 0 • • • •- •.' • • • • • v (• • • • Q n EXISTING II GLASS --II If EXISTING GLASS — • •• 1/2" MIN. CDX PLYWOOD REQ'D. WALL FINISH 1/4'4 TAPCON ''N7 1 1/2" Min. P2:NETRA11GN OF THREADED AREA TO EXiST1NG W000 HEADER. (SEE SCHEDULE CN SHEET 12, : 1ACHINE i SCREWS W/ 1/ - 25 :NUTS 12" C.C. / " Min. WALL FINISH EXISTING MIN. 2 "x4" W000 HEADER REQUIRED MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ht•— r -_Q"i I * WALL CONNECTION AT TOP 0 WALL CONNECTION AT BOTTOM 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W,/ 1/4 " -20 NUTS 0 12' 0.C. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8"=1" 0 T 1' EXISTING GLASS —d SEPARATION TO GLASS (SE_ SC:nE••S'JLE ON SHE—. 9) WALT FINISH OR S' 1/4 "i TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4" CONT. SILL PLATE REQ'D. WALL CONNECTION AT BOTTOM MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) -- EQ- -}EQ-- t 1" Min.— 1/4"0-20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" 0.C. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 12) , ICT- 1 —SEE GHEE- 3 FOR TYPICAL SHUTTER ASSE::ELY 2 — aiCUNTING SECTIONS CAN 82 CCMRINED IN A.NY WA': TO SUIT ANY INSTAL'— ATICN. 0 WALL CONNECTION AT BOTTOM F. B.C.(High Velocity Hurricane Zone) P.ODUC'T `EVISE!) _s r.orcii1; .. tots.:.: ; : as . s <+ Q - F 0 5 1 o. o 1... =e=.h == �, A�UFAB HURRICANE SHUTTERS, INC (ASSA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 -4701 © 2003 EASTERN IIEtAL SUPPLY, INC. ° CARIBBEAN NV ACCORDION SHUTTER C 0 1 N c BERTHA HVTw Accordion Shutter System w.xc'iesr. T ^ / B — .. ----- TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 361h. St., Ste. 305, VIRGINIA Gnf20EN5. FLORIDA 33166 P hone : (305)871-1530 . Fax (305)871 —1531 e —mail: tilteco�aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 REV. No DESCRIPTION GATE Drawn by: J.A.S. _ -� . �- -.-- -- 1 OLD 04 -125 5/20 /05 DATE: 5/20/05 2 DRAWING No 05-122 Miami .r : i ". its: i.vy:it:1 Division MIAMI —DADE COUNTY -- 2 ,� ��� _rl - P.E. SEAL /SIGNATURE /DATE 3 4 s SHEET 13 OF 14 s i j STING II LASS -- II TING ASS-- - CONT. PLATE 1 EXISTING MIN. II ` 2 "x4" WOOD HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) —WALL FINISH 1/4Th TAPCON '•N/ 1 1/ loin. PENETRATICN CF THREADED AREA TO EXISTING WOCD HEADER. • • f (SEE SCHES'.;LE on SHE 12. • • • • • • 1* WALL CONNECTION AT TOP WALL FINISH OR © 4W WALL CONNECTION AT BOTTOM 3 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) • ID-_ ••• • •� N DETAILS ON EXISTING W000 BUILDINGS ••• • • • 2x4" CONT. W000 PLATE REQ'0. 1/2" MIN. CDX PLYWOOD REVD. EXISTING MIN. 2 "x4" STUDS ® 16" 0.C. MAX. REQ'D. PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE WITH SECTION 2322 OF THE F.8.C. • • • ••1 • • • • • • • • ••• y • • • • • L • \ \ • 4s • • \ • • / a • • • • •t • 7 2 • ••• • • • \• ,I• \• 0 • • • •- •.' • • • • • v (• • • • Q n EXISTING II GLASS --II If EXISTING GLASS — • •• 1/2" MIN. CDX PLYWOOD REQ'D. WALL FINISH 1/4'4 TAPCON ''N7 1 1/2" Min. P2:NETRA11GN OF THREADED AREA TO EXiST1NG W000 HEADER. (SEE SCHEDULE CN SHEET 12, : 1ACHINE i SCREWS W/ 1/ - 25 :NUTS 12" C.C. / " Min. WALL FINISH EXISTING MIN. 2 "x4" W000 HEADER REQUIRED MIN. SEPARATION TO CLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ht•— r -_Q"i I * WALL CONNECTION AT TOP 0 WALL CONNECTION AT BOTTOM 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W,/ 1/4 " -20 NUTS 0 12' 0.C. 1/4 "0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) SCALE: 3/8"=1" 0 T 1' EXISTING GLASS —d SEPARATION TO GLASS (SE_ SC:nE••S'JLE ON SHE—. 9) WALT FINISH OR S' 1/4 "i TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4" CONT. SILL PLATE REQ'D. WALL CONNECTION AT BOTTOM MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) -- EQ- -}EQ-- t 1" Min.— 1/4"0-20x3/4" S.S. MACHINE SCREWS USING 1/4 " -20 NUTS ® 12" 0.C. 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA 0 MIDWIDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 12) , ICT- 1 —SEE GHEE- 3 FOR TYPICAL SHUTTER ASSE::ELY 2 — aiCUNTING SECTIONS CAN 82 CCMRINED IN A.NY WA': TO SUIT ANY INSTAL'— ATICN. 0 WALL CONNECTION AT BOTTOM F. B.C.(High Velocity Hurricane Zone) OPEN HOLE AT EACH STUD TO 5/16 "0 LAG AT CENTER OF EXISTING GLASS ---- EXISTING GLASS— MIN. SEPARATION TO GLASS -- (SEE SCHEDULE ON SHEET 9) '4 "0 TAPCON W/1 1/2" Min. PENETRATION THREADED AREA INTO WOOD DECK. EE SCHEDULE ON SHEET 12) )It 9W FLOOR CONNECTION • • 1� • • • • • . •• • • . • —•-1 • • • • • • • • • • • •• .7 F — (:cAcLE P 7 _ • ••• YS ;ti iNiG • 00 ., • 4. • • • I•USS •• " A „ • • • • P'�r.R • • • • '%_ � r` ^ a • • / • • • / • Z • s 1 • _ ••• •S• rcG fi,_ . • • • I X, i— AD • • . • _. 71 N5i• . . __ �• • S.U.AV 1.. - c'' I' ••. • • '' x}11 � iLi : Ai .VI. • T'JBE 1 (606 .3-1 o ALLOY) Wr 0)5./ i o "a 8' O.C. • LAG SCREWS TO EACH RAFTER ER CR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING W00D MEMBER, (2' Min. NOMINAL 1I _ WIDTH) W/ 2" Min. PENLINATION ACCEPT I OF THREADED AREA. VALID FOR SCREW 1 INSTALLATIONS WITH 72psf MAX. TUBE. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION 15 ONLY MIN. SEPARATION VALID FOR WOOD W/ MIN. TO GLASS ON SHEET 9) f SPECIFIC GRAVITY OF 0.50 AS (SEE SCHEDULE I DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 1 2" MIN. CR HOLLOW CEILING MOUNTING INSTALLATIQN O 2 "x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE NOTES: 1 -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3 ° •2" (Min.) EXISTING W000 8E.A■ REQUIRED. STRUCTURAL ADEQUACY OF E(ISTINC WCCO BEAM TO 8E CERTIFIED SY REGISTERED ENGINEER CR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/ / !/ / � r / / / i /' , r / / i / / / 1 I /1'''A TAPCON 'N/ 1 1/2" Min. / i EXISTING GLASS --I EXISTING GLASS O + O 2 "x6" MIN. W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE SCALE: 3/8" = 1" ALTERNATE ANCHOR — LOCATION PEiVE RA ION OF THRE CED / j, ;,,:`. TO EXISTING WOOD (SC_ SCHEDULE CN si- r 12) / MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) I MIN. SEPARATION I TO GLASS H (SEE SCHEDULE ON SHEET 9) 2" MIN. —E.Q. w 7 1/4 "0 TAPCON W/I 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) v f—' CR U SOFFIT MOUNTING INSTALLATION #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. 2" MIN. FLOOR CONNECTION EDGE OF DECK IF APPLICABLE 2 ";t.a MIN. ' �..'� '� \ \ \ N \I Wccc sTUCS._ „ \ \ _ � .AP CN (AS APPLICABLE) 'I IAN/ NC " iCR T 6" C.C. I / j ':Y;' 1 1/2 MIN. 1 I PENET?v TICN IN73 I \ / 1 \ /� I STUDS OR W/ MIN. :r . , r TC 1/2 COX r 1 s' 1 P'_"' -vccc \ i \ -- _'TUDS = ,GIST. IF NO T . _ / \ /F._ \ E•._T;NG G_ — ®OR SCR ©GR OR OOROI +® lI MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) M! I. SE7ARATIC ,\I 117 GLASS (SEE SCHEDULE CN SHEET 9) END CONNECTION DETAIL (1 W) ac WALL -1 1 . EXISTING GLASS 1/2" MIN. 2 "x4" MIN. WOOD STUDS REVD. 11■1111 Elk WALL FINISH F®OR©0R ©ORB OR 00 0Roy- END CONNECTION DETAIL 1, T M'±1 . CC' PL ' ^WCCC. gIOx1 /2" S.S. S.M.S. ® 16" 0.0 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" 0.C. 2" MIN. F. B.C.(High Velocity Hurricane Zone) PRODUCT °'' `= .. - :, as o: cN1pt .... ; _ V e•i a : s -.._ '"'c'' � ^`' 1`'p O 5- i I i 0' C Z.. - =---, , .--- 7 ::: . __. -� ' - - -- " - - - -- ALUFAB HURRICANE SHUTTERS, INC. (ASSA #1 0 7) 13000 NW 38th AVE MIAMI, FL. 33054 PHONE: (305)688 -4701 2003 EASTERN METAL SUPPLY, IN-C. CARIBBEAN HV ACCORDION SHUTTER" ' C D I ^ BERTHA HVIW Accordion Shutter $)'S `� TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530. Fax : (305)871 -1531 a —m tilteco�aol E8-0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. i 44167 RE No DESCRIPTION � DATE Drawn b J.A.S. ,: - ; 'ii.: :.a =E's ..7 By 1 01.0 04 -125 5/20/05 DATE: 5/20/05 -_-- .- 2 DRAWING No 05-122 .� LF �-_/ `� P.E. SEAL /SIGNATURE /DATE _ )• ? :i.^,7: u2!:- �... mil :.ODi7:;a L 'e l'I5v:l MIAMI —DADE COUNTY 3 5 SHEET 14 OF 14 5 OPEN HOLE AT EACH STUD TO 5/16 "0 LAG AT CENTER OF EXISTING GLASS ---- EXISTING GLASS— MIN. SEPARATION TO GLASS -- (SEE SCHEDULE ON SHEET 9) '4 "0 TAPCON W/1 1/2" Min. PENETRATION THREADED AREA INTO WOOD DECK. EE SCHEDULE ON SHEET 12) )It 9W FLOOR CONNECTION • • 1� • • • • • . •• • • . • —•-1 • • • • • • • • • • • •• .7 F — (:cAcLE P 7 _ • ••• YS ;ti iNiG • 00 ., • 4. • • • I•USS •• " A „ • • • • P'�r.R • • • • '%_ � r` ^ a • • / • • • / • Z • s 1 • _ ••• •S• rcG fi,_ . • • • I X, i— AD • • . • _. 71 N5i• . . __ �• • S.U.AV 1.. - c'' I' ••. • • '' x}11 � iLi : Ai .VI. • T'JBE 1 (606 .3-1 o ALLOY) Wr 0)5./ i o "a 8' O.C. • LAG SCREWS TO EACH RAFTER ER CR TRUSS. LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING W00D MEMBER, (2' Min. NOMINAL 1I _ WIDTH) W/ 2" Min. PENLINATION ACCEPT I OF THREADED AREA. VALID FOR SCREW 1 INSTALLATIONS WITH 72psf MAX. TUBE. DESIGN LOAD AND 9' -0" MAX. SPAN. THIS INSTALLATION 15 ONLY MIN. SEPARATION VALID FOR WOOD W/ MIN. TO GLASS ON SHEET 9) f SPECIFIC GRAVITY OF 0.50 AS (SEE SCHEDULE I DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL. 1 2" MIN. CR HOLLOW CEILING MOUNTING INSTALLATIQN O 2 "x6' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE NOTES: 1 -SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 3 ° •2" (Min.) EXISTING W000 8E.A■ REQUIRED. STRUCTURAL ADEQUACY OF E(ISTINC WCCO BEAM TO 8E CERTIFIED SY REGISTERED ENGINEER CR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/ / !/ / � r / / / i /' , r / / i / / / 1 I /1'''A TAPCON 'N/ 1 1/2" Min. / i EXISTING GLASS --I EXISTING GLASS O + O 2 "x6" MIN. W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE SCALE: 3/8" = 1" ALTERNATE ANCHOR — LOCATION PEiVE RA ION OF THRE CED / j, ;,,:`. TO EXISTING WOOD (SC_ SCHEDULE CN si- r 12) / MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) I MIN. SEPARATION I TO GLASS H (SEE SCHEDULE ON SHEET 9) 2" MIN. —E.Q. w 7 1/4 "0 TAPCON W/I 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON SHEET 12) v f—' CR U SOFFIT MOUNTING INSTALLATION #10x3/4" HEX WASHER HEAD TEK SCREWS 0 12" O.C. 2" MIN. FLOOR CONNECTION EDGE OF DECK IF APPLICABLE 2 ";t.a MIN. ' �..'� '� \ \ \ N \I Wccc sTUCS._ „ \ \ _ � .AP CN (AS APPLICABLE) 'I IAN/ NC " iCR T 6" C.C. I / j ':Y;' 1 1/2 MIN. 1 I PENET?v TICN IN73 I \ / 1 \ /� I STUDS OR W/ MIN. :r . , r TC 1/2 COX r 1 s' 1 P'_"' -vccc \ i \ -- _'TUDS = ,GIST. IF NO T . _ / \ /F._ \ E•._T;NG G_ — ®OR SCR ©GR OR OOROI +® lI MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) M! I. SE7ARATIC ,\I 117 GLASS (SEE SCHEDULE CN SHEET 9) END CONNECTION DETAIL (1 W) ac WALL -1 1 . EXISTING GLASS 1/2" MIN. 2 "x4" MIN. WOOD STUDS REVD. 11■1111 Elk WALL FINISH F®OR©0R ©ORB OR 00 0Roy- END CONNECTION DETAIL 1, T M'±1 . CC' PL ' ^WCCC. gIOx1 /2" S.S. S.M.S. ® 16" 0.0 1/4 "0 TAPCON ANCHORS W/ 1 1/2" MIN. PENETRATION 0 12" 0.C. 2" MIN. F. B.C.(High Velocity Hurricane Zone) � 1 1/4.'-20x1/ FLAT HEAD 5.S.M.3. (2 TYP.) .315' PLASTIC HEAD MOLDED TO SCREW VARIES, 12" MIN. I/ 4' a -20 5.3. OR 3/3 "n -13 ACETTAL THUMBSCRE':VS. (SEE DETAILS) LCCKIN.G P4C (SEE NOTES ON SHEET 4) 1/4' -20 THREADED 1/4 "0-20 x 3/4" S.S. THUMBSCREW elE CAST HOUSING ENAMEL BAKED PAINTED u., 5 18" (SEE NOTES ON SHEET 4) 3/3' :•1 �.:A y! •.• `1.74" 0 -20 S.S. _ JS \�!. � ••• • 1 «? • 'USAESCRFWS — 1 T :360' BEFORE RIVETING GENERAL SCALE: 3/8 " =1" • • • ••• 1/4" - 20 THREADED m ® ALTERNATE LOCK (TO HV LOCK ® ) (SEE NOTES ON SHEET 4) • • mei SRI NEUI SRAS CYUN0ER Ag KEYS (CHROME PLATED) ® H.V, LOCK/ EGRESS H.Y. LOCK 1/4 "0-20 RIYNUT* • • • • • • ••• • • • • • • • • • • • • ••• DIE CAST HOUSING ENAMEL BAKED PAINTED •• •• AFTER RIVETING •- •• • ` - • • • • • • • • • • • • • • • • EGRESS TURN KNOB. BRASS CYLINDER (CHROME PLATED) 11/2 *:SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. WH EEL —\ #3 NYLON ASSEMBLY \ HAT WASHER AT EVERY KNUC KLE li'I + 111 #- SH ORT' RECES NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN BLADE # LONG RECESSED NYLON BUSHING. #! LONG rREOE.SSEO NYLON BUSHING. HV ACCORDION FIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" WHEEL CARRIAGE DETAIL N.T.S. 3 / 3 "?; 4-x 3/4-" ACCORDICN PIN 'N / #3 HEAD 0.183" 5 A151 302 SERIES S.S. RIVETS AISI 302 SERIES S.S. WHEEL CARRIAGE D n in d °_ �J NYLON r 'HAT iA�ASHER l #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD NI #14x2 3/1" H. /.—' ACCORDION PIN \ HEAD r— I—:__1.315 .87G "x3/16 9 ' 5.. �� T HI CK NYLON WHEEL. 47p "0 #2 SHORT RECESSED NYLON BUSHING BLADE A� A V BLADE #1 LONG RECESSED NYLON BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD r r FTC n 47 "0 (oo - 1 1 #1 LONG ,—RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone) P;' :O . ICT ,- ,.1i51 :i) et; •' .. "i' ;:_...sue: , ALUFAB HURRICANE SHUTTERS INC. 7 ■ (AS SA #107) 13000 NW 38th AVE. MIAMI, FL. 33054 PHONE: (305)688 © 2003 MET A L P L S Sys UPtem Y. INC. "CARIBBEAN HV ACCO SHUTTER' I L E O ° a ` BERTH HV ru cco EASTE rdio n Shutter f2.1�i -,;; �: i SO 1,007 TILLIT TESTING & ENGINEERING COMPANY o355 N.W. 36th. St., Ste. 305. VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco ®GOl.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. 9 44167 REV. No DESCRIPTION DATE Drawn by: J.A.S. / $y • �r - . -.. -_. 1 OLD 04 -125 5/20/05 DATE: 5/20/05 n1 : : : : ; ',i Lr.zu 0? : -_r.O -:S i .: �_ ?c MIAMI —DADE COUNTY _ � " � �✓/'�% � P.E. SEAL /SIGNATURE /DATE 2 DRAWING No 05-122 3 4 5 SHEET 3 OF 14 5 � 1 1/4.'-20x1/ FLAT HEAD 5.S.M.3. (2 TYP.) .315' PLASTIC HEAD MOLDED TO SCREW VARIES, 12" MIN. I/ 4' a -20 5.3. OR 3/3 "n -13 ACETTAL THUMBSCRE':VS. (SEE DETAILS) LCCKIN.G P4C (SEE NOTES ON SHEET 4) 1/4' -20 THREADED 1/4 "0-20 x 3/4" S.S. THUMBSCREW elE CAST HOUSING ENAMEL BAKED PAINTED u., 5 18" (SEE NOTES ON SHEET 4) 3/3' :•1 �.:A y! •.• `1.74" 0 -20 S.S. _ JS \�!. � ••• • 1 «? • 'USAESCRFWS — 1 T :360' BEFORE RIVETING GENERAL SCALE: 3/8 " =1" • • • ••• 1/4" - 20 THREADED m ® ALTERNATE LOCK (TO HV LOCK ® ) (SEE NOTES ON SHEET 4) • • mei SRI NEUI SRAS CYUN0ER Ag KEYS (CHROME PLATED) ® H.V, LOCK/ EGRESS H.Y. LOCK 1/4 "0-20 RIYNUT* • • • • • • ••• • • • • • • • • • • • • ••• DIE CAST HOUSING ENAMEL BAKED PAINTED •• •• AFTER RIVETING •- •• • ` - • • • • • • • • • • • • • • • • EGRESS TURN KNOB. BRASS CYLINDER (CHROME PLATED) 11/2 *:SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART # 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. WH EEL —\ #3 NYLON ASSEMBLY \ HAT WASHER AT EVERY KNUC KLE li'I + 111 #- SH ORT' RECES NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN BLADE # LONG RECESSED NYLON BUSHING. #! LONG rREOE.SSEO NYLON BUSHING. HV ACCORDION FIN HV ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" WHEEL CARRIAGE DETAIL N.T.S. 3 / 3 "?; 4-x 3/4-" ACCORDICN PIN 'N / #3 HEAD 0.183" 5 A151 302 SERIES S.S. RIVETS AISI 302 SERIES S.S. WHEEL CARRIAGE D n in d °_ �J NYLON r 'HAT iA�ASHER l #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD NI #14x2 3/1" H. /.—' ACCORDION PIN \ HEAD r— I—:__1.315 .87G "x3/16 9 ' 5.. �� T HI CK NYLON WHEEL. 47p "0 #2 SHORT RECESSED NYLON BUSHING BLADE A� A V BLADE #1 LONG RECESSED NYLON BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ #8 HEAD r r FTC n 47 "0 (oo - 1 1 #1 LONG ,—RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C.(High Velocity Hurricane Zone) BUILDING PERMIT APPLICATIO FBC 2001 1 N.E.2nd Avenue, Miami Shores, Florida 33138 I I G coy' Tel: (305) 795.2204 Fax: (305) 756.8972 ti Permit Type (circle Owner's Name (Fee Sim l itleholder) Owner's Address , S 1 AnZ City d et 5 State Tenant/Lessee Name Job Address (where the work is being done) •.( ///, 9 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name l f_S 7 4! 1/fr it/ Phone # 6 C d Contractor's Address 6 ' etv I" City /1 4 ) State Zip 22/72 Qualifier /' /S C' 2i Jq iA0 State Certificate or Registration No. Certificate of Competency No. �� U 3 5 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 7/ Square Footage Of Work: 3= /-3 Buildin Total Fee Now Due $ 2 4 t • 15 (Continued on opposite side) Miami Shores Village Building Department RTF:CIEWED JUN .1 3 2006 Electrical Plumbing Mechanical Roofing p k - i U // 4 P, Zip c3 3 4. Permit No. 4/81 06 Master Permit No. Phone # Type of Work: DAddition ['Alteration ew ❑ Repair/Replace Describe Work: .4-c 4,0 Sid W * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** aS 7s'i 6 °, 5'/ Submittal Fee $ Permit Fee $ CCF $4 .2 CO /CC Notary $ Training/Education Fee $ 1 • Technology Fee $ '7 5 Scanning $C4::' • OD Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ ❑ Demolition �6 Bonding Company's Name (if applicable) 'Bonding Company's Address City State Zip '1 l • ' • • .' yy • • MOrtggge ],end ithe (if„a[ licable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AN'NIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant.: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 _, by day of , 20 _, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Plans Examiner Engineer Zoning Chc 05/13/03 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochu e will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comn . nce tent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue he absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. - «1 Signature NOTARY PU Sign: Print: My Commission Expir APPLICATION APPROVED BY: Chc 0/14/03 L Owner or Agent The foregoing instrument was acknowledged before me this day of' , 20O '\\t■ l\ V who is persoImfl _kno _n to me or who has produced As identification and who did take an oath. >} COMMISSION NUMBER e :LIC: Y p °FACIAL NOTARY SEAL U B EUGE3dE I SHAPIRO cam MY COMMISSION EXPIRES Oc ` - JULY 16,2006 Signature ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. ** *** *********** ** *** *** **************** ****** ***** *** *********** Contractor The fore•oing instrument was acknowledged before me this day of " , 20 OG , by L"iVPS / �ho is person known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sig Print: My Commission Ex No • : Public • tale o one a L... ,:. ', Mar 16. 2007 • Commission # ['n172!151 Bonded By Nation r rd r assn Plans Examiner Engineer Zoning GCpi = ±0.55 (See Note 2G) MEAN ROOF HEIG FT.) POSITIVE ZO & t5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 -15 L,61.0 -65.0 (-76.8_; -81.6 >0 64.9 -69.0 >20 -25 68.0 -72.4 -85.5 >25 -30 70.6 -75.2 -88.8 >30 -40 75.0 -79.9 -94.4 >40 -50 78.7 -83.7 -98.9 >50 -60 81.7 -87.0 -102.8 GCpi = ±0.18 See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) -50.4 NEGATIVE ZONE (5� -62.2 >0 -15 46.5 >15-20 49.4 -53.6 -66.1 >20 -25 51.8 -56.1 -69.3 >25 -30 53.8 -58.3 -72.0 >30 -40 57.1 -62.0 -76.5 >40 -50 59.9 or -65.0 -80.1 >50 -60 6 /W 67. -83.3 1, CD > N W l ( it h o - Print Information: P: \FL1 \KA \CADD \Cadd02 \Asce \02 - 541 \R6 \02 -541 _JWK.dwg MCantu 01/19/2006 04: 02: 44pm DESIGN WIND LOADS FOR COMPONENTS & CLADDING WALLS AND VERTICAL SURFACES GENERAL NOTES; BUILDINGS WITH A MEAN ROOF HEIGHT _< 60 FEET BASIC WIND SPEED = 146 MPH - EXPOSURE 'C' - Kd = 0.85 THESE WIND LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7 -02 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. C. BASIC WIND SPEED (3 SECOND GUST) AS NOTED. D. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE. F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. GCPI = ±0.18: FOR USE ON "ENCLOSED BUILDINGS" ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. H. DIRECTIONALITY FACTOR, AS NOTED I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE MEAN ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON THE EXPOSURE NOTED AND ARE NOT VALID FOR OTHER EXPOSURES. EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT ORIGINAL SIGNATURE, DATE AND EMBOSSED SEAL. EAVE HEIGHT (E) • • . . . . . . -_ . Thornton•Tomasetti Grdap 330 N. Andrews Ave., Suite 450 • Ft. Lauderdale, FL 33301 Tel. (954) 522 -3690 • Fax (954) 522 -3691 • COA # 7519 • •• Website: www.TheTTGroup.com • Copyright © 2006 Thornton - Tomasetti Group, Inc _•_• FLORIDA BUILDING CODE 2004 • .• • • • • •' :••BL fLDI.NtS< 60 FT. FLORIDA BUILDING CODE 2004 • :CAI11 NaNTS?& CLADDING "' •EXI 6 ' E "C" ' ' • M.#�. Kd =0.85 MAXIMUM DESIGN WIND LOADS (PSF) PEAK ON E PE HEIGHT (P�FOR & I MpRESSIOI� ,EMT Zt'. Knezevioh H • • • VALID ONLY WITH ORIGINAL SIGNAT p ro f Engineer h ; - ?VAN ROOF HEIGHT = (E +P) /2 •_ _ • b� VD ZONE 10% OF MIN. BBUILD(ING 1DTH OR 40% OF MEAN ROOF HEIGHT h), WHICHEVER IS SMALLER, • BUT NOT LESS THAN EITHER 4% OF "Iv1 NIMUM WIDTH OR 3 FEET. JA)/19 2 0 0 6 sue cM es description no 4 5 6 date 10/05/05 12/19/05 01/19/06 by VJK VJK JWK drawn by MCR design by JWK) checked by JWK 01/19/06 16:02 Fl License No.: ^E. 0041961 GENERAL REVISION GENERAL REVISION MODIFIED GCPI OPTIONS araw,ng no. 02 - 541 _ sheet 1 of 1 R AWNING COMPANIC, IN . MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Municipality: Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: / 7 ) r4 Product Approval: 6,)/j. ,a 7 This letter authorizes: /,4// ?� To use the above mentioned product at the following job: /ll,) 4 S ?6 E ��3 /0'. LS/iv Hurst Awning Company, Inc. Frank S. Comelius or Magaly Ganhie'c President Executive Vice'P?.esident.• 1: This form must accompany the application for building permit and shall become part of the permit documents • • ••: • • • O • • • • 2: The authorized signa ire moist bea ;11," rai raised corporate seal of the company holding the Dade County of Acceplatac4. • • • • • • • • • • •••• •• • • • • • •• • • • • • • • • •• • ••• • • • • • •• • • • •• • • • •• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • • • • ••• • . '. r,^ ,° Icy DATE t.®Ot.WP 'ten, O' , rtl fir• atomzeikuvrAt ; , (I rf i= P Not R AWNING COMPANIC, IN . MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Municipality: Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: / 7 ) r4 Product Approval: 6,)/j. ,a 7 This letter authorizes: /,4// ?� To use the above mentioned product at the following job: /ll,) 4 S ?6 E ��3 /0'. LS/iv Hurst Awning Company, Inc. Frank S. Comelius or Magaly Ganhie'c President Executive Vice'P?.esident.• 1: This form must accompany the application for building permit and shall become part of the permit documents • • ••: • • • O • • • • 2: The authorized signa ire moist bea ;11," rai raised corporate seal of the company holding the Dade County of Acceplatac4. • • • • • • • • • • •••• •• • • • • • •• • • • • • • • • •• • ••• • • • • • •• • • • •• • • • •• • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • • • • ••• • AWNING COMPANY, INC. MANUFACTURERS OF HURRICANE SHUTTERS AND BUILDING PRODUCTS New Product Line for the 21 st Century 6865 N.W.36 Avenue. Miami, Florida 33147 Phone: (305) 635 -0900 / (800) 327 -0905 / Fax: (305) 634 -9078 WWW.hurstawning.com SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: o C./ Municipality: Building Official: Hurst is the Dade County Notice of Acceptance Holder for the following: Product Description: a Q J 4X J M S7 .?•t -� �.���� Product Approval: c). 6 73/ This letter authorizes: �, 7' >44. m ,v f To use the above mentione product at the following j Hurst Awning Company, Inc. Frank S. Comelius or Magaly Garry► 1 President Executive Vicc'p ,esident.• 1: This form must accompany the application for building permit and shall liSd ne part of the permit documents . • ••: • • • • • • • 2: The authorized signature must.be:a, the :rapist i corporate seal of the company holding the Dade County of Acceptance. • • : • • • :: ••• • • • • •• • • • • • • • • • • • • • • •.•• • • ••. ••••• • • • • •••• • • • • .. • •• .• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 0 • •• • • • • i /3 J 94(C4-i t4)'' ii - / o X ‘V. A c C: 3— 3? 90 ,4 cc 3 ;K `f0 3 Y x a) (— )( 3� 7— •7 3qi Er— 76 3 5.... • — 76 X" 3.1 .:. /0-- 7 • ... • • ••• .. . ... . •• . • ��- //Y /�— ,fix 6: .•. • • / •• • .. A cc_. g • • •• • • • •• ... � /iz 7 ,3c);/ Sf = FO N l 'c) ST Sio/rzs MIA M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36 Ave. Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials_ The documentation submitted has been reviewed by Miami -Dade County . Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Division that this product or material fails t. e t the requirements o licable building code. This pro uct is approved as described herein, and has be designed to comply with the High Velocity Hurricane Zone I, the Florida Building Code. DES 1 RIPTION: HT100 Aluminum Accordion Shutter APPR • VAL DOCUMENT: Drawing No. 02 -643, titled "HT100 Accordion Shutter ", sheets 1 through 7 of 7, prepare.. V.J. Knezevich, P.E., dated October 17, 2002, last revision 111 dated December 04, 2002, bearing the Miami -Da. ounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Da. e ' - ' • . ontrol Division. MISSILE IMPACT RATING: Large and SmalfMissile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety • INSPECTION: A copy of this entire tIOAslialt bg grc?itled'tU the user by and shall be available for inspection al the job site at the request of the Build - This NOA revises & renews NOA*# 02s- 315 ?9 8trvnsiSts.ot;t#ljs page 1 & a The submitted documentation wasjr vigv1ed b'.Heldny a1.'lytaFat, P.E. •• ••• • • • • • •• • • • • • • . • • ••• . •• • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • 1/09- MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 an . rer its d. butors me mentioned above NOA No 02- 1227.02 'ration Date: 01/13/2008 Approval Date: 01/16 /2003 Page 1 w l7 0 w SEE TABLE 2 OR 000R w O WALL MOUNT SECTION SCALE: 3" = 1/2 OR D 1 12/04 /07 16- 40 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE OR SCHEDULE. TYP. _ C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT 00 NOT EXCEED 6" SPACING 0 CONT. 0 CONT. 1/2' r..r,.= 1/2" 11 CONT. EXISTI _ •NCRETE. MAS OR •OD STRUCTURE. SEE HOR SCHEDULE. TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY It TYP. EVERY OTHER PTN C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. T• 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW (al 12" 0.C7 1r1 (TYP.. TOP & BOTTOM) SEE TABLE 2 9 -3/16" MAX C1 CONNECTION TYPE REFERENCE ANCHOR ••• SCHEDULE FOR MAX.• SPACING BUT DO NOT • EXCEED 6" SPA NG •. 1/4" MAX- ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). ••• • • • • z z Q` 4 aw SEE TABLE 2 IA 34 OR DOOR o f - 3/16 "0 POP RIVET OR #12 TEK SCREW 43 (al 6" O.C. (TYP.) = O to Q w 0 2 X 4 1/4" MAX-- .® ASSEMBLY toy) 1 "x1" x 1/8" W ALUM. ANGLE u W /3/16 "0 POP RIVETS @ 6" 0.C. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MA W W n - m I _ W 1/14 =Z Ow JJ 4 JD �� •� • -•• . 1Pb11i4'i htAX. • •L • •• .• : ice 1/2" 1/2' CONT ,1 1 / 2 "� mss.: _.. • • • • • � CONT. • •• • M1 CONIT • •�� EMBED. • • • •• •• • • ••. • •• • 5/8" MAX. NOTE BOTTOM MQUNi CiEF.AIL• MAY Bt USED �T�T(3p BUILD -OUT MOUNT SECTION • •• • • SCALE: 3" = 1' - EXISTING CONCRETE. MASONRY OR.W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EQ. EQ F1)(iF MIST. Q CEILING/INSIDE MOUNT SECTION SCALE: 3" = 1' -0" 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER P • • • • • • • • • •• • •• • • X 40 < X= 4 v E w OR DO w L7 b w EXISTING CONCRETE. MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "0 POP RIVET @ 6" 0.C. ITYP.) 5 /8" MAX -1/4" MAX. EDGE z � GIST- Q w J La Islam I - 41 Q 1- IA i M ZOL" in Q�3 N 4 X= E 4" E -1/4" MAX. 1/4" MAX. 2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE. FOR MAX. SPACING OBUIL D -OUT MOUNT SECTION SCALE: 3" = OR DD 0R -- SEE TABLE 2 z 4 a cc 1- 3 to 4 w 0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE n° 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL t \ \� E' TYP. TOP & BOTTOM Ii r .. 1/4" MAX. - Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. ® BUILD*OUT MOUNT SECTION SCALE: 3'. = 1' -0" #14 SMS U.L. MAX. Iry BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPAC NG il, SPACING 1/4 -20 MACHINE BOLT W/ I ! fiat 1 3" —1/4" w z Z 4' 4 aw o- v1J � 3 o: 4 41 01- 1--- - ♦— —.AO D 4 � N QW X Eu 4 wo E W 1/1 MAX. --1/4" MAX. TOP & BOTTOM WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE. 3' = 1' -0" OR DOOR w w O O w 5/8" MAX. Q BUILD-OUT MOUNT SECTION SCALE: 3" = 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (al EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 1/4" M A V 1/4" MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM /2" e! U 1. �� 1/4" MAX- i� 1/2" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING PRODUCT REVISED as complying witb the Florida Balding Code Acceptance No O Z - Z2 cc. 8 Etpi tioa Date O 1/4" J MAX. By Mhml Dadg 'rodud Control Division z <•"" (Liu V1J .03 34 J Jw 4 J XO 4 w Eu wP/ 0 Y `date 10/17/2002) (state 1(dravn by l AS NOTED)) A (design by 1 VJK [checked b I Y./o1 dr avinq no. 02 -643 sheet 3 of 7 j ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 5 -0" 9' -S" Tw = .125" EV -0" 8• -1•• Tf = .125" 10 -0" T -6" 5' -0" 14•-0" 2" x 8" Tw = .072" 8' -0" 11 -6" Tf = .224 10 -0" 10•-4" 5 -0" 1S' -5•' 2• x 9' Tw = .072" 8 -0" 12 -5•• Tf = .224 10' -0" 11• -2" EXISTING STRUCTURE • 'TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" O.C. W/ 1 - 1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1%4••0 ELCO CRETE -FLE p 3" O.C. W/ 1 -3/4•• EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR D00R OR DOOR TWO 3/8 "0 POWERS CALK -IN (l 3-3/4" 0.C. W/ 1 -1/4 MIN. EMBED. •IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE GIST. IN EACH ANGLE 12/04/02 16:40 EXISTING STRUCTURE 5/8: MAX • • 5/8" MAX. 1=7/Th. r- DETAILS & SEE TABLE 2 • .Acct HOLE 2 "x3 " x 1 /4' 6063 -T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS 1" MIN. (MAX. DESIGN LOAD * 72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE: 3 = 1' -0 tia ;►:Ins: 1 -1/4'• AS EMBL & S OR • • • • ( 13E ?1tt1 COADi 72 PSF) • • • • ••• • • • • ;U PF4 BEAM DETAIL SCXLE:3" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. USE THRU BOLT OR ACCESS UPLE AS SHOWN IN DETAIL -1/4" MAX. NOTE: 1. USE BEA SCHE ULE FOR DETAILS F3AND( . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM ri OF SUPPORT TO fL OF SUPPORT. 2" a 3" w 1/4" 6463- T6•ALUM. ANGLE •THREE1v 4"o THRU BOLTS Att. LEt DIRECTION Z 4 :4_ CC E � rF a a 40ta m EI3 W um J 1- � �J 1- SC 4X _ JW In 1-z Ea. X WLOLoN = o 3/16 "0 POP RIVET OR tt12 TEK SCREW @ 6"O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT 12" O.C. PROVIDE 1 "0 ACC HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAILQ) ANGLE DETAIL USING CALK -IN ANCHOR DRILL 5/16"0 HOLE 1.00" GLASS OR DOOR ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" � 11 EMBED / PLYWOOD AND STUCCO FINISH 5/8" MAX. DRILL 7/16"0 HOLE DRILL S/16 "0 HOLE 1.13" 0 SEE TABLE 2 3.75" O DO PLYWOOD AND STUCCO FINISH 3.00" 3.00" 1.00" 5/8" MAX. 71.1 11/2" s,' FOR W000 PLATE USE 1/4"0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. —TWO 1/4 "0 S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2 "x6" P.T. W000 PLATE (MAX. DESIGN LOAD = 72 PSF) -1/4" MAX. ® WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE SCALE: 3" = 1' -0 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SEE TABLE 2 L SEE TABLE 2 - OR DOOR 3/16•'0 POP RIVET OR fi12 TEK SCREW @ 6" O.C. (TYP.) ( R. ASSEMBLY Z1/2" TWO 1/4 S.S. LAG SCREW @ 24" O.C. MAX. W/ 1-3/4" PENTR. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1"x4 "x1 /8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD 1 72 PSF) @ WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EQ. EQ. w 1- 1- X 4 1/4 -20 S.S. MACHINE SCREW & NUT p 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING 0 m R z 4 0 In 1/4" MAX. 5/8" MAX. ® CEILING /INSIDE MOUNT SECTION L SCALE: 3" = T -0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CC w 1- 1- N 4 z -1/4" MAX. ZW 4 J w dEO N 3 ZO 1 JJ 4 JJ 0- Au V X= <LJ E 3/16 "0 POP RIVET @ 6" O.C. (TYP.) •-1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as complying with the Florida &tiding Code Acceptance No oZ— 2 27•o% Expiration Date o Zoo B By Miami Dad rodod Control Dilision [stale AS HOTEO design by v 1K 1- vJ. KNEZEVICH PROFESSIONAL ER FL licaw 1)s. 0010983 N 0 N 0 0 N N Q O 1- 1- Z ( •` 10/17/2002 (dra"nby tt v J tchecl.ed y� V /KJ dr•..ing no 02 -643 1 sheet 4 of 7 I MAXIMUM ALLOWABLE SPAN SCHEDULE MINIMUM SHUTTER SEPARATION FROM GLASS (IN) TYPE A ALL MOUNTING CONDITIONS SINGLE EXCEPT 0 ©a (FT - IN) POSITIVE DESIGN LOAD (W) LOAD (W) (P ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS AN OR EQUAL THAN TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GRE AER 30' T THAN GRADE (INCHES) 13 - 1 12 - 4 13 - 1 5 - 0 2 -7/8 1 -1/2 11 -0 7 - 0 2 -7/8 1 -5 /8 30.0 8 - 0 2 -7/8 1 -5/8 48.0 11 - 0 3 2 -1/8 10 - 0 13 - 1 3 -3/4 2 -3/4 - 9 -7 5 - 0 2 -7/8 1 -1/2 9-0 7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 -6 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 -2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 -8 3 -3/4 3 70.0 CS_.- .0 110.0 1 -1/2 5- 2 /8 1 -5/8 B - 0 _ 1 -7/& 9 - 6 3 2 -1/4 10 - 4 3 2 -5 /8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 [. 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 -6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2-7/8 2 9 - 0 3 2 -3/4 10 -3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS SINGLE EXCEPT 0 ©a (FT - IN) TYPE DETAIL OR DETAIL © W/ ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL 0 DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE 0 DETAIL OE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 it -2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 - 4 9 -9 10- 4 10 - 0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9-0 9 -3 61.5. 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 - 3 8 - 5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 0 -° ?- 0 7 -0 7- R 7 - 0 8- 0 7 - C C8 -11 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5-0 130.0 5 7 4 5 4- 5 4 7 140.0 5- 2 4- 1 4- l 4 3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4 -6 3 -7 3 -7 3 - 170.0 4 - 3 3 -4 3 -4 3 -6 3 #10 TEK SCREWS OR 3- 3/16 "o ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 12/04 /02 16:40 " MIN 1" x 2" x 1/8" ALUM. ANGLE 4 d '`1 ) 111 >ti 0 • FASTENER t 1 24" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 0 h ac ate AS NOTE01 (design by ) 1 V JK 4- 0 0 V �-z o •t w l;~ iIIH' 0 4 N 0 0 0 x 0 F- r date 10/17/2002, rdra..n by 1 t AV (checked b� [checked /K Ora..ing no. 02 -643 sheet 5 of 7 ® ALT. CLOSURE DETAIL SCALE. 3' a MIN 1i 10 x 1/2" GALVANIZED SMS OR 3/16 "1) ALUM. POP RIVET @ 18" 0.C. 1 " x1 "x.055";1"x " " - 2" x 3" x .055" - 2" x 4" x .015" OR 2" x 5" x .125" AL. ANGLE FASTENER @I 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) OALT. CLOSURE DETAIL SCALE: 3" = 1' -0" 1110 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET @ 18" 0.C. 1" x 1" x .055" ; 1" x 2 " x .055 "• 2" x 3" x .05S" - 2" x 4" x .055 OR 2" x 5" x .125" AL. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL SCALE: 3" = 1' -0' A B L E 1 -1#10 TEK SCREW OR 3/16 "O ALUM. POP RIVET @ 24" 0.C. (TYP.I TWO 1/4 "0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) 27 x 2" x .125" ALUM. ANGLE CONT. \ • . •• ••• • • • •• • • • • ••• • • . 1/4' O TRUSS•HEA43 • c7 Bt& St' Nth S •• LOC • WASHERS @ 24" 0.0 • • • • • • • •• • • STRUtARE \ -- HALF OF 8® ••• : USC F€MAtE • • RE U • • • • • • • • • • • • • ALT. COMErCLpS1PE.QETAIL•: SCALE: 3" = r -o AS NOTES: REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. z a a w . tit 1- 1- 7 S 4 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER (al 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE ® ALTERNATE FLOOR MOUNT DETAIL SCALE 3 = 1' -0 z Q �w J 3 0 1- .3 Jw. Q J X0 Qw wt./1 N 1/4" MAX. PRODUCT REVISED u complying with the Florida Braiding Code Acceptance No0Z -JZ27. o Expiration Date 1 0o B y Ml " - uctCoratrol Division no ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS U I- 1A �ry 6 LOAD ANCHOR TYPE LOAD MIN. 2 " EDGE DISTANCE MIN. 3" EDGE DISTANCE (w) P F MAX. SPANS UP TO 5 ._ 8 .. (SEE NOTE 1) SPANS UP TO SPANS UP TO SPANS UP TO 8 • -0 .. 9._0.. 13. -1.. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) S P TO 5. -8.. (SEE 1) SPA UP TO 8. -0. (SE TE 1) SPANS UP TO 9 . -0 .. (SEE NOTE 1) SPANS UP TO 13 . -1 .. (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 T YPE 3) C4 CS CONNECTION (SEE 0 TYPE CONNECTION NOTE 3) C2 C3 C4 CS C1 SEE C2 TYPE NOTE 3 C3 0. CONNECTION (SEE CS 0 C2 TYPE NOTE 3) C3 C4 C5 CONNECTION .(SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION Cl SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE 0 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE CZ NOTE C3 TYPE 3) C4 CS E U V 9 45.0 12 12 12 12 7 12 12 8 12 12 7 10 5 5 5 3 12 12 12 12 9 12 12 "12 1. 10 6 72 12 12 9 5 11 6 6 6 3 il♦. 111111111111111111111111111111111i 1/4 - 0 ITW TAPCON / 1 -1/4" MIN. EMBEDMENT W (MIN. 3,100 PSI. coKCREm 57.0 12 12 12 9 6 12 12 6 11 9 • 6 8 3 4 j, 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 13.0 12 12 12 7 4 10 5 S Q 9 4 4 8 3 / 4// 12 12 12 12 9 5 71 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 8 3 44 8 3 , 4 8 3 4 11 6 6 6 3 9 3 3 S 3 9 3 3 S 3 9 3 3 5 - 3 17 0.0 8 3 /4 Awe 4 8 3 a 1. 2 8 3 2 4 /9 3 3 5 3 9 3 3 S 3 93 3 S 3 9 3 3 S 3 * tilt ! I I 1 /4 "o POWERS CALK - W W/ 1/e EMBEDMENT L 1 /■. - 20 JIAlIV4CJS STEEL MACHINE SCREW (Mw.3.000 Psi. cotctEIE) 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 9 5 4 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 5 7.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 13.0 12 12 12 8 5 12 9 9 S 4 12 6 6 5 3 12 5 4 4 3 12 12 12 12 8 12 12 . 11 9 6 12 8 8 8 5 12 6 6 7 5 L_ 10.5.G - •L +2 9 8 c c 1? 5 4 4 3 12 5 4 '4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 1Z 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 1. 5.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 1. 8 4 4 4 1/ 12 12 12 12 7 12 12 12 9 5 12 12 12 -8 4 9 5 5 5 3 0 ) 5 7.0 12 12 12 B 5 10 10 10 5 3 9 7 8 5 3 6 3 r / / 12 12 12 10 6 12 12 12 7 4 10 8 9 6 3 7 / // 4 1/4'0 POWERS ZAMAC NAIL - IN W/ 1 - 1/S - MIN. EMBEDMENT (MIH .000 S.1 CONCRETE) 73.0 11 8 11 4 11 4 6 4 3 8 6 4 4 4 3 J 7 3 6 3 4 3 6 6 ✓// •3 3 / 12 9 12 12 5 4 7 5 4 3 9 5 5 5 3 7 rnir 8 3 3 4 7 7 ��i 4 4 105.0 17 0.0 6 / / 3 6 r���rM , Illreg / 4 * * 1 /4 ELCO MALE/ FEMALE - PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3300 ►Si. CoMc xFTe 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 1 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 B S 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6J 12 8 8 7 1. 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 B 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4' 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 d it uumuwlnuauuue 45_0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 6 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8- 5 12 1. 1. 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 - ELCO TEXTRON EX FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 - 3/4 - EMBED . • ETE) 7 3 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0' 12 8" 8 7 4 12 4 4 6 3 12 4 1. 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 1. 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 Iv 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 1/4 - N ELCO CRETE FLEX W/ 1 - 3/4' MIN.' EMBEDMENT (MIN. 3.3 SO P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 -. 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 S 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ----. _. WOOD : .' * EXIST. STRUC. • ..I. • •• ■• ••• • • • • • • • • • •AEJCI4GR WPE• • ••• ••• • • • • • LOAD MIN. 3/4" EDGE DISTANCE •• :w) P.S.F. RIAX. (SEE NOTE /• 1p SPANS UP TO S . -8 - (SEE NOTE 1) SPANS UP TO 8 • -0 •• (SEE NOTE 1) SPANS UP TO 9• -0•• (SEE NOTE 1) SPANS UP TO t3 1- (SEE NOTE 1) CONNECTION 0C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) 0. CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS • • • •- • • • • • • l► • C� 1P',I'11p1111 ",IHilllllll 1 /4•'45 WON LAG W/ 1 -3/4" MIN. THREAD QQ • P gtie R S^ RP i " AR '13 L Et.tI 1 • • i, Y41 fbGR MN • - '=.s o • • - • '12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 5 7.0 • 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 S 1. 3 // �/ 73.0 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 5 4 3 105.0 3 1 2 9 8 3 12 5 4 3 v 12 5 4 3 / 12 S 4 3 • - IMO 12 5 4 3 / / 12 5 4 3 / 12 5 4 3 12 5 1. 3 6 0 ILI Z 5 a t as } r% 01 • N ... o as nl 6 0 Y Fa Y N C •• C 'V z VJ. KN a V 0 0 M O 3 c u Q n 10141 2002 ilIIII • (' •- 5 12/04/02 16 : 40 ••• • • • ••• • SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED u complying with the Florida Baidiag Code Acceptance No O 2.-122 Expiration Date /g1 By Miami Dad • ad Control Division •a2 08 c 0 (d.1• 10/17/2002) l drawn to AV, scale As "o> design by v I.c V beched E V 1 1 02 -643 r sheet 6 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. LOAD ANCHOR TYPE MIN. . EDGE DISTANCE MIN. 3" EDGE DISTANCE (W) P.S.F.' MAX. SPANS UP TO 5 - 8• (SEE NOTE 1) SPANS UP TO 6 - 0 . • . (SEE NOTE 1) SPANS UP TO 9 - 0" (SEE NOTE 1) SPANS UP TO 13 - 1 - (SEE NOTE 1) SPANS UP TO 5 - 8" (SEE NOTE 1) SPANS UP TO 8 - 0" (SEE NOTE 1) SPANS UP TO 9 - 0" (SEE NOTE 1) SPANS UP TO . 13 - 1" (SEE NOTE 1) (SEE NOTE 1) CONNECTION SEE C1 NOTE C2 C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C1._CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE CZ NOTE C3 TYPE 3) C4 CS HOLLOW CONCRETE BLOCK 1'1/4` h � ` ( ) ) ` 1 1 1 1 1 1 1 ( 1 ( ) ( ( , � ( ( 1 ` ) ( , ( ` ( ( ` I � MIN. EMBEDMENT 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 • S 3 3 3 12 12 12 8 S 10 10 10 6 3 9 9 9 5 3 6 3 3 3 3 3 3 4 4 57.0 10 10 10 5 3 7 7 7 4 , 6 5 5 3 r 4 " a A 1 1 11 11 6 4 8 8 8 4 / 7 5 6 4 5 4 73.0 7 7 7 4 5 3 3 3 4 ' Mr All; 4 "" '���VIOJEURI" ����M' 105.0 5 3 4 '�' 4 OI NI Fa 4 "" 170.0 4 ��� 'AG' 4 tl' FA2 4 "�' 0��" 3 • * kj V 1/4 - 0 POWERS CALK -IN W/1/6" EMBEDMENT STEEL MACHINE 4 S 57.0 12 12 12 6 4 9 9 9 4 8 6 7 3 4 12 12 12 9 S 11 11 11 6 4 10 8 9 5 3 7 li 4 7 3.0 10 10 10 4 3 7 4. 3 m m 6 S 5 "�" Wrenn r/ 3 5 5 5'�APAIW'! • ", ' I, A 12 8 12 12 7 4 9 5 4 5 4 3 8 7 3 I 3 4 MU" / - 7 . / • 3 3 4 4► . 4' 3' 3' 3 ' 3' 3 ' 4 3 / 3• 3 IX gli 105.0 7 3 , 3 3 r� 5' A da 4 4 S 3 7 � 170.0 5 Aroma S 4 r 7 "V 4 7 'E 45.0 12 12 12 7 4 8 8 8 5 3 7 7 7 4' 5 " 3 ' 12 12 12 9 5 9 9 9 6 3 8 6 8 5 3 u 57.0 9 9 9 6 3 6 6 6 4 6 4 5 3 4: re "ra. 10 10 10 7 4 7 7 7 5 P e 6 S 6 4' 4" ' 4 -' '� d 4 4 9 j 1/4"Z POWERS NAIL-IN W/ 1 -1 /6" MIN. EMBEDMENT 73.0. 7 7 7 4 ra 5 3 ' 3 4 "" 4 "�" 8 8 8 5 3 6 3 4 5" 3 105.0 5 /W' 4 (l "" I "'f' 4 A d • 3 " 3' 4 3 , 4 S EPA Al E' 170.0' 4 /A /Arm «/I' �' EN' 12 12 - 4 11 WARM 11 11 5 4 8 r'NE 4 4 3 p 12 12 12 12 10 6 12 12 12 8 5 10. 3' 4 12 12 7 12 10 10 5 9 " 3 ' 12 12 6 7 8 5 4 8 6 * * Q,c�,... 1/4`0 ELCO M ALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT SCREW w TH 45.0 12 12 12 9 5 12 57.0 12 12 12 7 4 10 10 10 5 9 7 8 4 6 3.0 it 11 11 5 3 8 4 4 3 7 3 3 3 A 6 " , 12 12 12 6 4 8 4 4 4 7 3 3 4' 6 105.0 8 4 4 3' 6" 3 F 6 r ;' 3 ► 6 " • ;" r 3 6 " 3' 6 170.0 6 3 4 6 rag. 02 6 PA1©� 6 mg 3 ' • iew ©` 6 g m 3 I 6 r ' 3 0 1 g V r II ' 3 57.0 12 12 12 8 4 9 9 9 S 3 8 6 7 5 %I 5 - • 3 4 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 • AV " 4 4 4 73.0 10 10 10 ,6 �' r 6 p, 3' 5'�� S ' 3 3 r 12 12 12 7 4 8 4 4 5 3 7 5 4 5 3 7 " 4 7 3 3 4' ► 4 ' 7 7 1/44" ELCO ELCO TEXTRON HEX - FLANGE TAPCON/ WI1 1 /4"EMBEDN 105.0 7 3 3 4 / 5 3' B _ 170.0 5 3 li MMUS 5 Ea 3 'A 5'/�TSI %i.//�/� %' 4 //, 7 "�!' 7 /R 4 4 4 ' 5 1/4`0 45.0 12 12 12 10 5 11 11 11 7 4 10 10 10 6 9 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 8 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 , 4 3 4 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 %I' 4 ELCO CRETE FLEX W/ 1 - 1/4` MIN. EHflEDMENT 73.0 10 10 10 6 7 4 6 3 Fp p 3 P 12 12 12 7 4 8 S 3 7 3 3 4 7 4 105.0 7 3 3 4 S 5� A 8 4 4 S 3 7 4' 7'� 4 � 7 �' r' 4 ' . 4• 17 0.0 5 3 MA 5 la'� 5 'M©/ 5 3 I� ' �a 7 'J 4 r 7 • ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. L LOM, T N T/�LE:R411 SUUTT 6 R . ,MS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 2. ENTEERp ANEyH1101:2 61Ct1EE�GII4L•E QA-LAN BBASED ON THE EXISTING STRUCTURE MATERIAL, GEATER TAN OR EQUAL TO DESIGN - LOA D ON I ANO S SEL O ECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EX FF• STIN STRU TU MAY BE C NCRETE HOLLOW BLOCK OR WOOD FRAMING. RF.RF At 01401'• CHEI]0`E PROP ANCHOR TYPE BASED ON TYPE OF EXISTINGrSTRUCTURE ANSI A P ROPRIATE CONNECTION TYPE. SEE MOUNTING SEL':I0:4 Q ETA + IrS FT IDEN1TItAVON OF CONNECTION TYPE. 4. ANCHORS SHALL Bt INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHE • E E•(IST2N 9TR JCT RE • � 5 W000 FRAMING WOOD FRAMING CONDITIONS VAR' FI LL E 2i Y CHAT cA $ TENERS ARE INTO ADEQUATE wOOD FRAMING MEMBl O FeLYWOOD.•GA1n ENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SID13EPOSURE•PIKE4•• • • 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE. DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 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 BOLTI, U.O.N. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHEREO WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION 8 -1/2" O.C. 12 FOR BUILD -OUT MOUNT SECTION 6" O.C ANCHOR SPACING SHALL NOT EXCEED ANCHOR SPACING SHALL NOT EXCEED PRODUCT REVISED its complying with the Florida Betiding Code Acceptance No O 2 -/227- 0 Expi lion Dat -o o g By Miami Da .,l'roduc1 Control Division [checked b vxJ a� a..inq no 02 -643 N 0 Q > U O n r'1 0 a o_ r�1 N O 0 0 0. c • c _ x N O 0 0 0 0 0 0 0 .375 0 N 2. 3. 6. 5. 6. ■ 1 1r 8. 9. nil /9F icy? rF• ")c n �? O 5 r, r > C_ C D3 Ill ? Q _ w v �. n � b J n • r ri+:. r F.,. 0 •o r A r;y O . 0 N ° 3 0 O a. n z(3 O > • '11 • N � w n a a. EP vl 0 o• _ `< w cri 0 _- Ft ^' 7 a ^ w (° 3 a co o Z c n °- C ':, T ,..y w i? Z �• y . a• O 0 y n 3 3. o O Z-.� rn 0> O -• c z _ . > a•_' 0 ' 0 a O g CM 0 �_ w (9 (D (° Q •`� 0 = 0 0 n O ((5 ( a v ov b ^ O C1. ( < • R y •� n n K G0. O _ ^ • O w v = OQ C 0 0 7 . a a. 3.. . 'a. .w N o O O a O >ry O N v a co O a > O w r9 -1 n a . w (D w o 0 .> 0 a Or - •• d a r•- a B. 2 C7 0- a. n A.1 O qg FL a 0 Er O O �. -o o w a a. ze Z7 o ( < -o . •v C7 _ a (D 7 n .fit G. ra Q . - f9 a O Q• ' N R' 4J = F\ > tJ N t-^ 0 0 O (y vo Q• w • ^ a. a' a 07 n C/1 w _ _ 4< n n 0 • v1 E. ' r, p C7 H 3 3 (3 n O. O O- n a CD 0 ! •'= a . -0 . (3 . 0 a te n a : 0 <. 0 y . R 0 o a. y' N C 0 '< o b < t.3 O S CO rD a tra 7' O 0 t..l W -4 w a . 0 0 9 C 3 7 3 0 w N (D O c to 10. S 1 uKl"1 PANELS SHALL Be 5052 -133? ilTel j'IIP FAL.OWING BARE METAL THICKNESS AND MECHANICAL PROPERTIES:. .. • • • • ••• • NOMINAL 0.050" (0.048`}• MIN! Br4RrE Pip' Piprit THIVNESS), WITH A MIN. Fy= 29.2 KSI 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 12. ALL EXTRUSIONS SE ttL4BE•6069 -i6 ALUM11 :, LOY, U.O.N 13. TOP & BOTTOM DETAICS:SCICArili AS FIELD CONDITIONS DICTATE. PANELS MA+' BEIMOUNiff HfRIZO'N'TALL•Y WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 14. AT LEAST ONE WARNING NOTE N P R OPEN t �G SHA L BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF 11- cDMPcc'N=S•QF 1:HE STORM PANELS SYSTEM ADVISING THE HOME OWNER OR• EMAN T•NIAT•THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION Ut4..E 4LI.:RE:NFIJ,FtSItIG /L( BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED•4A1-IEN REOUPRED!4/14RNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. N 0 N1 ^+ 0 s c (D c el •I _ O N M. •o o 0 C < a N CL n 0 A cr (3 (D a Cr ° 0. • CO `•G n • 0 w 0 ( 3 D n C CD R .a C a a 0 cro -5 ((8 w - O A w (D a a n 0 a (° 1/4" MAX.- - ro < 0 3 0 " o a. w ' O N iv c � N A • b d < < U n N S B v n N a a o 0 Do 0 O a. 7 a B. 3 c w O n (D M. n 0 _ 3 0.c a w in O C y a a. H c 0 (D O n a. -' n . o a S c o . K c n y 4- a •-• C 1 N -' ° a. • ? Al 3 A n 0 w A n R co a. R • p 1L7 0 p' no C E n (D ( • 0 y b a . a . w d3 O _ •-• 1 o . 0 (D d • a- 3 0 a. r „-• CL7 _ a (•) a - 6r S y \___/\, CL • y •••< N • CD 7 0 w a. 3 c 3 Q, 0 a O (/) n a 0 C 3 o . 0-4 ^1 ° a. n 0 o A 7 A -' O - w -• a N < H n a G ' tea 0 0 w n 0 (D (13 cr '< . JD 0 ALUM. ANGLE CLOSURE PIECE 0 1" x 2" x .125" MIN. TO 2" x 5" ..125" MAX. OVERL -I, TRAP MOUNT 1 -1/2" MIN. w O tas w H 0 O TYPICAL CLOSURE DETAILS SCALE: 1 -1/2" = 1• -0" 0 F. Z 00 2 to 0 r v� < � z 0 2 t ri 0 n rn Q n s . 0 CTS -4 r z C'1 .�1 4 O fr'1 - 0 > . 4. W LA O MI N O 0 0 00 v 4+ - ‘5■ )(s @ 12" O.C. FOR 2" x 5" x :125" 56 P.S.F. MAX., USE 1/4 "0 FASTENER (ol 10" O.C. BUILD -OUT MOUNT 25" MIN. YP. L1 1/4 -20 MACHINE SCREW (0112.5•• O.C. (STUD DIRECTION MAY BE REVERSED) J 1 125" TYP 1 2.00" I 1/4" MAX~ FOR 1" x 2" x .125 ". 140 P.S.F. MAX., USE 1/4•"91 FASTENER @ 12" O.C. FOR 2" x 5" x .125 ". 56 P.S.F. MAX., USE 1/4 "m FASTENER @ 10•' O.C. (PLAN VIEW) 0 STUD ANGLE "SCALE SCALE : 3" = 1' -0•' 0 STUD .190" •" LONG O.C. r .0 .125 TYP. . 376" 1.00 " MIN. 5.00" MAX. ANGLE SCALE : 3" = 1' -0" • FASTEN THRU S (al 12 -1/2" O.C. 4 ly 0.090" (TYP.) 13 EL MID -SPAN) "F' TRACK SCALE : 3" = 1' -0" « 3/32 � REF. MIUW11%) J "1 1/4 " -20 SIDEWALK 14 BOLT FOR SLIDE TRACK SCALE : HALF SIZE DETAIL 1 SCALE : 3" = V -0" PRODUCT REVISED as complying with the Florida Balding Code Acccplaoce No 0 Eip)ration Dale 452° rn .3125"0 13y MIam1 Did Division roduct Control 5 0 .c•l• AS 4405(0 (d•.:9n by ) VIA J 4- 0 u W N 0 4 a dare 07/19/2002 dr•wn by AV 1. cn•ch.d e vJrc drad..9 n. 02 -373 sheet 1 o 5 n 1.19 3" 2.420" HEADER -WALL MOUNTED SCALE: HALF SIZE 3.993" 4.478" .048 .107" .125" 1.840" .875" 3.840" MAX. 2.586" .483" 4 0" 945" 600" 6 0 1f t1 SILL -WALL MOUNTED SCALE: HALF SIZE .41.2 2.984" 2, 795 (V 285 ".0.D. .060" O55' (TYP.) 1.685" .65"600' 620 15 ,.711" 1.533" 1.533" .055" .641" .250" 3.283" .942" 1.250" 1 1 .659" 2.101" 050" .025' (TYP _ 1 1.250" 1 0 90' 6a END SLAT SCALE: HALF SIZE 60" 345" .985" .1.00 VJ. KNEZEV1CH PROFESSIONAL ENGINEER R. ticeme 10313 . 0 2 2002 02 -643 t1 t2 = .076' HEADER -CLG. MOUNTED SCALE: HALF SIZE 4.078" 4.534" ® TYp- SLATS SCALE. HALF SIZE GENERAL NOTES; THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE, 2001. TO VERIFY THAT THE ANCHO• . •T OVERSTRESSED IN THESE APPROVAL DOCUMENT . ALLOWABL WAS USED IN THE FASTENER ANALY DETERMINE T POSITIVE ANO NEGATIVE DESIGN LOADS TO USE WHEN REF NCING THESE DOC- ENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOV.'NING WINO VEL• 1TY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FL 'RIGA BUILDING ODE 2001 A DIRECTIONALITY FACTOR OF Kd =0.8S SHALL BE US D. THESE A PROVAL DOCUMENTS ARE GENERIC ANO DO NOT INCLUOE INFORMATION FOR SITE PECIFIC APPLICATION OF THIS SHUTTER SYSTEM. THESE APP' ' VAL DOCUMENTS COMPLY WITH CHAPTER 61615 -23 OF THE FLORIDA AOMINISTRATI• •DE THESE APPROVAL DOCUMENTS ARE SUITABL • BY-THE-CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE 00E5 ..E NOT UtViA E IfV EITHER FORM OR HAT,m1AL r.•c11 . STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED ANO SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL ANO JUSTIFY THE DEVIATION. SAIO DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. 131 REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI -DAOE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BEAVCCEPIEE9 BK THE BIML9ING•GFFICIAL. • • • • • • • • • EACH SHUTTER ASSEMBLY SHALL BE PE Rf1ANE .T3..Y.L•/SBEI ES A�.i.>ULtOWS: HURST AWNING COMPANY,MN11. MIAMI, FrOIIIDA • • • • • MIAMI -OADE COUNTY PRODUCT APPROVED 1. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIOE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING ►IECHANISM SHMLLGINf•LOCKEE6 TO FIROVI0E HURRICANE PROTECTION. • • • • • • • • • • • • • • • • • • • • • STORM SHUTTER EXTRUSIONS SHOWN SPILT Br 6063'T6 AlhMINUM 14 LSYLU.O.N. 1 m o ALL SCREWS ANO BOLTS TO BE 202(.!1 ALIJMINU1 STAINLESS STEEL, OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS TO BE 3/16 "0. 5052 ALUM. ALLOY, U.O.N. TOP ANO BOTTOM DETAILS MAY BE INTER [t1,6 I'1 ED A.S 4IEI.0 [QJ1IIIONSI(EQUIRE FLOOR TRACKS MAY BE REMOVABLE A NZ) 1 -S1 q NGiOCPTIOCIS. USE REMOVABLE ANCHORS SUCH AS POWERS C•ALKrIKAi,ICy011S. • • • . THIS SHUT TER SYSTEM IS PATENTED W1 THE • •• .G P4TENLPN& OFFICE. PATENT No. 5.755.270 2/04/02 16:40 REASE IN • • a• t1 = .055" I t2 = .076" t3 = .125" °BUIL D -OUT WALL HEADER SCALE: HALF SIZE 0 0 0 N 1 4 .326" 2.775" ®CENT ER MATE 1 SCALE: HALF SIZE (TYP. 2) .620" NYLON WHE RIVETED IN PLACE 1 2 " MIN. -5" MAX.j O ANGLE ROLLER ASSEMBL SCALE: HALF 512E SCALE: HALF SIZE 2.373" ' 44 (OPTIONAL) @ LOCKING CLIP SCALE: HALF SIZE 472 " I.D. I _. 612 "' O.D. t1 t 151" 1.350" I 4500" EVERY O SIDE JOINT AT TOP. .211" 1 t1= .055'j t2 = .076'1 STAINLESS STEEL } >,.:4.30" • 375" ASSEMB '.';1'.-375' "x115 - T .3Z0 - o HOLE • _ 1 ■ .251" ..I 42 1 !: 4 WALKOVER SILL � FLOOR MOUNTED SCALE: HALF 512E 2 211" ®ADJ. SILL -TOP SCALE: HALF SIZE M AX . BUSHING SCALE: FULL SIZE -150" .485" CARRIER 3.245" 3.049" 0 .060" 0' 15" 230" 300 MAX. 80" .315" R .055" .500" ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE OADJ. SILL -BOT. SCALE: HALF SIZE 0" I.D b. : 2 30" OS5. 85" W.b( .248" 060" 0 .080' 250" .949" 1.391" 1.891" .505" R R, CO 0 N O� *060" a: © CENTER MATE 1 (W /LOCKING ROD) SCALE: HALF SIZE m ° INSERT 3 SCALE: HALF SIZE r = .200" 0 4 tit LOCKING ARM ALIGNQGENT INSIDE11)'INDLE BUSHING (NYLON) IZE °SHIM (NYLON) SCALE HALF SIZE .095• 3.1.65" 3.267" /8' THICK STAINLESS EL ®LOCKING ARM SCALE: HALF SIZE .0 50" O FLAT END SLAT 7 SCALE: HALF SIZE 0 CENTER MATE 2 (W/ LOCKING Roo) SCALE: HALF SIZE 322" , RODUCT REVISED as complying with the Florida Balding Code Acceptance No02- /2 L Explrptioa Date 01/ 113 / /2-O By II II Miami DNldc"Product Control Division 7 L n u n L Z 0_ N 04 z 0 . tJ w VI w Z WQ VI eL V1 N ALT. LOCATION OF 1 LOCKING MECHANISM AT SIDE LOCKING MECHAN BOTTOM ECM 11110111M11 MIL 0 0 O (T'YP.) 6 -1/ 2" FASTENER " O.C. (SEE ANCHO S E FOR ANY ACCEPTABLE ANCHOR). EE 12/04/02 16 O (TYP.) SECTION VARIES - NO LIMIT K TYPICAL ELEVATION N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTA - • ON INSIDE OR 0 OF SHUTTER FASTENER SCHEOU E 40 PLAN VIEW TOP TRACK ISM N BE p 18" ABOVE OR ELOW CENTER (SE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF - SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 'T" HANDL W/ EXISTING' S I SIDE C 0 UR SHIM 10_41°. I d E J TYPICAL PLAN VIEW SCALE: 3'" = 1' -0 3/4" MIN. 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP RSigTS @ • •• •• i •• • • PLAN VIEW • OPTIONAL DRILL S /8"o HOLE FROM (•• DINT B T EAN0 • • BEFORE ASSEMBLY FOR •• f irE.P S ; • ••; TRUSS HEAD BOLT (TYP. •• ••• :•• :. ••• •.. • • • • ••• • • • • • • • • • • • • • • • • • • • • • 9 • • • • REla:.rvd4B 4604 WI'C DETAIL SCALE 3 - = 1'- 0 SECTION S USED WTTH PIECES 9a ANO LOCKING PIN SCALE: 1 -1/2" = 1' -0 FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). &GOO SSE BLY PTIONAL ACCESS HOLE XISTING STRUCTURE EE SECTION B ON SHEET 3 • FOR COMPLETE INFORMATION • r5 CONNECTION TYPE • EFERENCE ANCHOR SCHEDULE FOR MAX SPACING SINGLE ARM 1 Tlf KING MECHANISM AT= CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. 2" MI V. PLAN VIEW / FASTENER (01 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 'TYP.) EE FASTENER SLi1EOU E 1_1 MIN S �1 -1/2" MAX. (DOES NOT REPLACE SINGLE ARM LOCI) OPTIONAL CLOSER HANDLE N. T.S. SINGLE AR M LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR UUTSIUt. OF SHUTTER SCALE: 3 1" x 1 " x 1/8" 3/16 "0 POP r - NYLON / HANDLE NYLON HANDLE (DOES NOT REPLACE SINGLE ARM LOOP OPTIONAL CLOSER HANDLE N.T.S. JOINT BETWEEN REMOVABLE AND FIXED SILL MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE 3 "= 1'- 0" OPTIONAL PLAN VIEW SCALE: 3'" = 1' -0" SECTION T - R BUSHING 2� I lir-wJi 7/16" 0.0. 0.63" LONG NYLON 101 BUSHING 1 #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) -SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. - SPACING 3/8" O.O. x 0.90" LONG NYLON 0017004 BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE SSEMBLY 7 OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING F EXISTING STRUCTURE FASTENER (di 24" O.C. (SEE ANCHOR SCHEDULE 2 MIV. FOR ANY ACCEPTABLE { ANCHOR). I C`0 URE EXISTING" SHIM ANDLE W/ GLASS 13 ammiumma Fr AR Y WMPAra l kal 1111111111111/1117111111111111/41111 14 `mmonmani .R1�� 1111 9a �, �■ PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No() 2. -122 . 0 L. Expiration Date O Zoo8 By Miami Da Division rodad Coatrot l J Ls z let Z; w u 1--D Q _0 v 0 • N N � Q �yy •SJ W U � w N � w. Z z tj ,t 2 i a o a a W ry • A W o q • T � � u •� W O 8 6 v"1 N . a m a VJ. KNEZEVICH PROFESSIONAL R. license IOfu I //' 1 • to 1- Z dare 10/11/2002 ( :cafe •S wOTED (design or I v,K ) dr a••.n9 no. r dra,..n by ) t J cneaed eye v,K 02 -643 sheet 2 of • EXISTING CONCRETE. NOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR • SCHEDULE BASED ON TYPE OF STRUCTURE) u 0 ET 0 0• 0 EV 0 0 0 0. n_ 0 0 0 0 0• c c E GLASS OR DOOR w 0 O w 1- VI O SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - 08/26/02 16:25 PENETRATION OR EMBED TYP.�T-- MAX 2 CONNECTION TYPE / REFERENCE ANCHOR / SCHEDULE FOR MAX. • SPACING — 1/2 < -1/ 4 MAX O GLASS 0 DOOR w O FASTENER ® 12 -1/2" O.C. MAX. BUT DO NOT EXCEED ANCHOR SCHED. (PG. 4) SPACING USE VABLE ANCHORS W/ 3/4 - 0) OR TE FASTENER IN KEYHOLE WAFER TRUSS HEAD L NARROW PORTION SLOT.C1 CONNECTION REFERENCE ANCHOR SCHED ••E FOR MAX. SPACING WALL MOUNT SECTION SCALE 3" = V -0" PENETRATION MBED •• I • •r J_• _0_11_11 ric • • • • • • • • • • • v • • I rr •0 0 1 3 •I• .\ • �•• • • • . • • •• OR EMBED. (TYP O D eti•AI;L R/tOt /T•SE CTI ON SEAL E 3 a •�i i .- • - • • a r0 • • • • • •• •• • • • •• •• . uu AS NO TEO {d..tgn by } ` VPI J z 7 i z z r VJ. KNEZEVICH PROFESSI EEa PL Wens. PE 1.133 r , 9 2002, (eat• 01/19/2002 (ar•..n by ( AV J (ch.cti.d b l V/KJ d. •■•Inq ne. 02 -373 sheet 2 of 5j V1 "h HEADER C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2'• .1/4" MAX. 0.62S• l \ - -2'x2" STUD ANGLE • • ••• . C1 CONNECTION TYPE • • • • • • • •REFRENCE ANCHOR •• • • • •• • • • • .S H OULE FOR MAX. • • • • •• •SPA•CING 1"EsIEYRATIeI1 . 2 x 2 - O CONT. C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 I Q0 o w w Z Z w a 0 EXISTING CONCRETE, HOLLOW BLOCK OR WOO FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) — GLASS OR DOOR SEE TABLE 2 FOR MIN SEPARATION FROM GLASS — C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 1/4" MAX. L ■ 1/4 - x 3/ MACHINE SCREW 5 -1/2" x 3/16" 6063 -T6 ALUMINUM PLATE i t114x1" TEK SCREWS BETWEEN TRUSSES 2" x 2 "0 CONT. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) - T. /1;1" MAX. 1/4" MAX - '1`X r W THREE - 1/4"0x 3•' WOOD LAG SCREW (nl 24" O.C. MAX. W/ 1114 TEK SCREW BETWEEN JOISTS PENETRATION OR EMBED. 670 B CEILING /FLOOR MOUNT SECTION SCALE 3" = 1' -0" GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS w 0 O w #14 TEK SCREW OR 1/4 -20 MACHINE SCREW E. NUT (al 12" 0.C. TYP. J / TOP & BOT. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. f-5/8" (TYP.) MAX. ,' EXISTING WOOD JOIST .k= O CEILING /FLOOR MOUNT SECTION SCALE : 3 . = 1' -0° WALL BUILD -OUT MOUNT SECTION SEE TABLE 2 FOR MIN. SCALE : 3" = V -0" SEPARATION \ FROM GLASS /4" (MAX X w Q E 0 Q PENETRATION OR EMBED. Z w tL J E O IY w 0 1— U w Z Lai < 1/1a u PENETRATION OR EMBED. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11/ EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR , SCHEDULE BASED ON TYPE OF STRUCTURE) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 SHORT LEG MAY BE REVERSED TOWARDS THE OPENING 1/4" MAX. O to E J STUD ANGLE WITH 1/4 -20 x 3/4" MACHINE SCREW C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0.62S• By Miami Da Diliaon /4 -20 x MACHINE EXISTING CONCRETE, /5 /8" HOLLOW BLOCK OR MAX. W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) WALL MOUNT SILL SCALE = 3 • = V -0" 1/4" MAX. 3/4•• SCREW PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 02-0 Expiration Dale l . uct oalnjl 5 Z N 1 H F- w V I— < . V ec 0 . N N ut d1z = W UJ 0 o N w N Z z , Y1j STORM PANEL SPAN SCHEDULE FOR DETAILQ DESIGN L MAX. LOAD (PSF) (FT-IN) 60.0 7 - 6 75.0 6 -0 QCaJW STORM PANEL SPAN SCHEDULE - NEGATIVE 12qSIGN LOAD W (PSF) FOR ALL MOUNTING CONDITIONS EXCEPT F -TRACK SEE DETAIL L MAX. (FT -IN) 30.0 10 - 6 35.0 10 - 6 41.6 10 - 1 45.0 9 - 10 50.0 9 - 55.0 8 - 11 60.0 8 -6 62.0 8 - 5 65.0 8 -2 70.0 7 - 11 72.0 7 - 9 75.0 7 -8 C . 0 ---- 7 - S 90.0 7 -0 100.0 6 - 3 110.0 5 - 8 120.0 5 - 3 13 0.0 4 - 10 140.0 4 - 6 150.0 4 -2 160.0 3 - 11 170.0 3 -8 180.0 3 - 6 190.0 3 - 3 200.0 3 - 1 2 -3/4 ' 2 -3/4 ,e;5 ;��; 5" LONG RIVETED O a >- F- HANDLE TO PANEL la 3" TYP. 1/4 -20 x STAINLES STEEL S SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) PRODUCT REVISED as coa*ptylag with the Florida Balding Code E No o 1 -1/2 :plrako Date 0 E e 0 Expiration 7- 0 2 -1/2 BY Ka Divisioa 1 -3/4 4EL i Da Cuatrol MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE DESIGN ACTUAL SHUTTER SPAN IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) LOAD(W) (PSF) (FT - WITH STRAP WITHOUT STRAP WITH STRAP WITHOUT STRAP 35.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 •3 2 2 10 - 6 3 3 -3/4 3 3 40.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 - 1/4 3 2 2 10 - 1 3 3 -3/4 3 3 50.0 7- 0 2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/4 3 2 -1/4 2 -1/4 9- 4 2 -3/4 3 -3/4 2 -3/4 2 -3/4 60.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 -1/2 2 -3/4 1 -3/4 1 -3/4 A- 6 2 -1/2 3 2 -1/2 2 -1/2 70.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 2 -3/4 1 -7/8 1 -7/8 7- 11 2 -3/8 3 -3/4 2 -3/8 2 -3/8 1 f-0 00J W M MAX. STORM PANEL SPAN SCHEDULE FOR F -TRACK SILL W/ ANY HEADER DESIGN LOAD W (PSF) L MAX. (FT-IN) 70.0 7 - 11 80.0 7 -5 90.0 7 - 0 � r.t.a 1nMV LVlvlr[C 1C. HOLLOW BLOCK OR WOOD .FRAMING (SEE ANCHOR SCHEDULE BASED ON . TYPE. OF STRUCTURE) r u a 0" 0 v Ki 0 N n 0 • n re n N 0 0 U c c V E SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS w l7 O w 08]26/02 16:30 SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE. HOLLO OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • •• • a • • ••• w r Z x <w • a E E Q W O 1- 0 V)u • a. Z• • • • •, • • • � • • • • • � • • ••• _ �• • • • • 1/4" MAX. w w Z J < Z m aQ< x , in 1 cc E O w J X 1 F o W W w V1 = u TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT #7 TAP DRILL W/ 1/4 -20 NC THREAD N\\1\ C1 CONNECTION TYPE /4 -20 HEX HEAD NUT (SPACER) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WAFER HEAD BOLT ASSEMBLY SCALE . 3" = 1 -0" 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT T A 8 L E 2 #7 TAP DRILL W/ 1/4 - 20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/6 -20 THUMB SCREW OR A TRUSS HEAD BOLT NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 1/4 -20 HEX HEAD NUT (SPACER) TYP. PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 0 TYP. -� PM NUT (TYP.) 1 -1/2" NOTCH (TYP_ BOTH SIDES) FLOOR OR WALL MOUNTED. 2" x 2" x 1/8" CONT. STUDDED ANGLE 4Q OR WALL MO NTED SLIDE C -TRACK ® OR (SEE DETAILS B. C. D. E, OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE: 1/4 -20 HEX �' w HEAD BOLT �•• _ • • •• ••• •�• 1/4 -20 MACHINE ; p C M�QqNNE TI0(�J4I E; : SCREW STUD PENETRATION �`y86• •REFERENa•ANCHOR• • @ 12-1/2» OC FINAL LOCATION dr !! OF STUD (TYP.) OR EMBED. (TYP.'F1AX' SCH£EIULP FOR MAX. • SPACING , FOR AN F DE OPENIA IL SH NG WITH PANELS CONDUCTIO INSTALN W LED ITH FROM AN "h " HE INSIADEDE. OH WALL MOUNT F- TRACK N ••• SECTION 3/4" STRAP ASSEMBLY (SILL ONLY - ISOMETRIC VIEW MOUNT R � --i ' 1 -1 SCALE 3 "= 1'- 0" •• _ • • • ••• • • • SID T.S. BOLT ASSEMBLY FOR GO- SIMILAR (NO STRAP) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) •4• • • ••• • • THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PA /5 0 04 • ll 13 Z Z � 1- V 1 - 7 <0 -o U � 0. Letw <W z V t , W j IV 0 w PIOEESSI FL tk.n.. (de .+9n er ) 1 V.N z 0 0 O • VJ. KNEZ H E NEER :rE 10513 10: 2002 INNUMEI ear• 07/19/2002 SC al• A NOTED •r•vn by AV ch•cI•A •� Vm drawing no 02 -373 sheet 3 of 5 I 04: 30: 2i3Pm KNEZEVICH ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. LOAD ANCHOR TYPE LOAD (W) P.S F MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 8 -8" (SEE NOTE 1) D IW) P S F MAX SPANS UP TO S' -0" (SEE NOTE 1) SPANS UP TO 8 " -8 "' (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) SP P TO 5' -0" 1) SP P TO 8 - -8" SPANS UP TO 10' - 6" (SEE NOTE 1) iU 6 (SEE 1) (SEE NOTE 1) CONNECTION (SEE Cl TYPE NOTE 3) (21(3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C1kC2 C3ICLICS CONNECTION (SEE 0 C2 TYPE NOTE 3) C3IC4 C CONNECTION (SEE Cj C2 NOTE C3 TYPE 3) C4 CS ` CONNECTION TYPE ..._( NOTE 3) / Cy ` C2 C31C4105 CONNECTION (SEE 0 C2 NOTE C3 TYPE 3) C4 CS (li CONCRETE 16 3 5.3 16 16 16 16 15 16 9 16 16 8 16 6.25 16 16 7 16 16 16 16 16 16 10 16 16 10 16 7 16 16 8 i 11t1t1t1tt1UU1tN111t11 1.1.2 16 16 16 16 11 14 5 14 11. 6.25 12 3 11 12 5 16 16 16 16 13 16 5 16 16 8 13 4 12 13 6.25 1 /4 "0 ITW TAPCON W/ 1 -t/4 MIN. EMBEDMENT (MM. 3.100 P.S.I. CONCRETE) 62.2 16 8 16 16 8 11 3 7 11 4 9 // 5 9 4 16 9 16 16 10 12 3 8 12 6 10 3 5 10 5 72.0 16 6.25 16 16 7 9 16 5 9 4 9 13 5 9 1. 16 7 16 16 9 10 3 S 10 5 )0 3 5 10 5 12 2.0 9 , 5 9 4 9 16 5 9 4 9 7 5 9 4 11 3 6 11 5 10 3 5 10 5 10 3 5 10 5 * 35.3 16 16 16 16 16 16 16 13 16 16 12 16 8 16 16 10 16 16 1 16 16 16 16 13 16 16 1L 16 3 16 16 ii * ' °°LL° 1/4 ". ELCO MALE/ FEMALE `PANELMATE" w/ 1 -3/4 MIN. EMBEDMENT 1 1/4 - 20 MACHINE SCREW WITH NUT (MIN, 3.3 K.S.L CONCRETE) 47.2 16 16 16 16 16 7 16 16 9 16 5 15 16 7 16 16 16 16 16 16 7 16 16 10 16 5 16 16 8 62.2 16 12 16 16 12 16 4 11 16 7 13 1. 7 13 6 16 12 16 16 14 16 5 11 16 8 14 4 7 13 6.25 72.0 16 9 16 16 10 13 4 7 13 6 13 4 7 13 6 16 9 16 16 12 14 4 7 14 7 +4 4 7 13 6.25 122.0 14 4 7 14 6.25 13 4 7 13 6 13 4 7 13 6 14 4 8 14 7 14 4 7 13 6.25 '4 4 7 13 6.25 35.3 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10 12.5 10 12.5 12.5 8 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 47.2 12.5 12.5 12.5 12.5 12.5 12 - 5 8 12.5 12.5 7 12.5 6.25 12.5 12.5 6 12.5 123 123 12.5 12.5 12.5 11 12.5 12.5 12 123 8 12.5 12.5 9 1/4 POWERS CALK-IN W/ 7/0" EMBEDMENT 1 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.L CONCRETE) 62.2 12.5 12.5 12.5 12.5 9 12 - 5 5 123 12.5 5 12.5 4 8 12.5 4 12.5 12.5 12.5 12.5 12.5 12.5 7 12.5 12.5 9 12.5 5 10 12.5 7 72.0 12.5 - 11 12.5 12.5 8 12 -5 4 8 12.5 4 12.5 4 8 12.5 4 12.5 12.5 .---1 12.5 12.5 12.5 12.5 5 10 12.5 7 - 5 10 12.5 7 12 2.0� 12.5 4 9 12.5 S t2 - S 4 8 12.5 4 12.5 4 8 12.5 4 12.5 6 11 12.5 8 12.5 5 10 12.5 7. 12.5 5 10 12.5 7 35.3 16 16 16 16 12 16 7 16 16 7 13 5 13 13 6 16 16 16 16 15 16 8 16 16 9 it. 5 14 14 7 Q 1 4 7.2 16 - 11. 16 16 9 12 1 . 12 12 5 9 3 9 9 4 16 16 16 16 11 13 4 13 13 6.25 11 3 10 11 5 1/4 ". POWERS ZAMAC NAIL - IN W/ 1 - 1/8" MIN. EMBEDMENT (MIN. 3,000 P.S.L CONCRETE) 62.2 15 7 15 15 7 9 6.25 9 4 7 7 7 //, � 4 4 1 . 7 7 7 3 16 8 3 1S 6 3 9 0 16 15 5 16 15 9 8 7 4 10 8 8 3 7 X 7 4 4 10 8 8 5 4 L 8 8 8 / /j 4 f 7/ 4 /// 4 8 8 8 4 4 4 72.0 13 5 13 13 6.25 7 4 7 3 122.0 8 / � 4 B 3 7 A 4 1 3 35.3 47.2 16 16 16 16 16 16 16 16 16 12 16 16 11 6.25 16 16 16 16 ' 9 7 16 14 7 4 16 13 16 14 7 16 16 5 16 16 16 16 16 16 76 15 16 16 12 7 16 16 16 16 11 8 16 16 8 16 S 15 16 16 9 7 [t laW 3 /0 POWERS TAPPER 1,4/ 1 -1/4` M1N. EMBEDMENT (MIN. 3.000 P.SJ. CONCRETE) 62.2 16 10 16 16 9 13 4 9 13 5 11 3 6 11 4 16 11 16 16 11 15 4 10 15 6.25 13 3 6.25 12 5 72.0 16 8 16 16 8 11 3 6 11 4 11 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 3 6.25 12 5 12 2.0 12 3 6.25 12 4 11 3 6 11 1. 11 3 6 11 4 13 3 7 13 5 13 3 6.25 12 5 13 3 6.25 12 5 C 1/4`. TRU - FAST TAP GRIP CF W/ 2 - 1/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 35.3 16 16 16 16 16 16 11 16 16 10 16 7 16 16 8 16 16 16 16 16 16 12 16 16 11 16 8 16 16 9 61.2 16 16 16 16 13 16 6 16 16 7 15 4 14 15 6 16 16 16 16 11. 16 7 16 16 8 16 5 11. 16 6 62.2 16 11 16 16 10 16 4 10 14 5 12 3 6 11 4 16 11 16 16 10 15 4 10 15 6 12 3 6 12 5 72 0 16 8 16 16 8 12 3 6 12 5 12 3 6 11 4 16 8 16 16 9 13 3 6 13 5 12 3 6 12 5 12 2.0 12 3 6 12 5 12 3 6 I t 4 12 3 6 11 4 13 3 7 13 5 12 3 6 12 5• 12 3 6 12 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S F MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO S " -0" (SEE NOTE 1) SPANS UP TO 8 -8" (SEE NOTE 1) SPANS UP TO 10' - 6" (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 COON 1 .11/151111NNN111111yy 1111NHs 1 /4 ". WOOD LAG W/ 1 - 3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 35.3 16 16 16 16 16 16 16 16 16 11 16 16 16 16 9 47.2 16 16 16 16 14 16 13 16 16 8 16 10 16 16 6.25 62.2 16 16 16 16 11 16 9 16 16 6.25 16 7 13 16 5 72 0 16 16 16 16 9 16 7 13 16 5 16 7 13 16 5 122 0 16 7 14 16 5 16 7 13 16 5 16 7 13 16 5 .!°'^^°'. * U 1/4`0 ELCO MALE/ FEMALE "PANELMATE' W/ MIN. PENETRATION ATION t / // C - 20 MACHINE SCREW WITH NUT 35.3 16 16 16 16 16 16 16 16 16 14 16 16 16 16 11 4 7.2 16 16 16 16 16 16 13 16 16 10 16 10 16 16 8 62.2 16 16 16 16 13 16 9 16 16 8 16 7 13 16 6.25 72.0 16 16 16 16 11 16 7 13 16 6.25 16 7 13 16 6.25 122.0 16 7 14 16 7 16 7 13 16 6.25 16 7 13 16 6.25 comOssawasza 1 /4`o TRU -FAST TAP W / 2 - 1 6 111N. PENETRATION 35.3 123 12.5 12.5 12.5 12.5 12.5 8 12.5 12.5 8 12.5 5 123 12.5 6.25 47.2 12.5 12.5 12.5 12.5 10 12.5 4 12.5 12.5 6 11 3 10 11 5 62.2 12.5 8 12.5 12.5 7 10 3 7 10 4 8 4 8 3 72.0 11.5 6 12.S 12.5 ( 6.25 8 l/ 4 8 8 3 3 8 8 / ,� f// 4 // 4 8 8 3 3 122.0 9/ 5 9 4 f 8 4 4 N 0 0 co CO N 0 0 C 0 N Oc 0 0 r1 t\ 0 0 a 1. n N 0 AC 0 U CT C C n L S N o 0 0 .) U L C J � 08/26/02 16: • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • it • • • • • • • • •• • • • • • • •• • • • • • • •• • • • •• • ••• • •• • •• • • • • ••• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • •• ••• . U z;7: aaa V < U °C 0 . N N N < S W U N � W .1 c O M ( •c•.• At NOTCO (a.s.gn by 1 l VI< J 0 V N z 0 0 . 2, 1 ;8 2 9. 2 uo Qh • • < c4 sc- • 3 �. ° v c b °o C, en 4 `43 o 1- eZ • • 3g d k ( ••t• 07119/2002 •c•wn by A V ch.ch•d b1 V !K dra wing no. 02 -373 sheet 4 of 5 SEE PAGE 5 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED u complying with the Florida Balding Code Acceptance No O Z - o r 3 I • /S Eipirstion Dale • ! /[y 007 I .r! 0 Lam ucl Control Hy Miami Dad Division n3 E 0 n 0 0 0 0 N co of O N c O > tri v 0 r 0 O n r 0 0 0 0 a c c 2 0 0 0 '0 0 0 a U 0 W K 0 V 2 0 0 1 1 0 ANCHOR TYPE 1 MIONI11111111111austuuNU- 1 /4 "m ITW TAPCON W/ 1 -1/4" MINIMUM EMBEDMENT 1 /c "• ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1 /4"o ELCO MALE/ FEMALE "PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT 1 /4"0 POWERS CALK -IN W/ 1/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 08/26/02 16: 30 C 1/4 "0 TRU -FAST TAP GRIP CF W/ 1 -1/4" MIN. EMBEDMENT 1ntu» 3 /6 "0 POWERS TAPPER W/ 1 -1/4" MIN. EMBEDMENT ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD (WI P.S.F. MAX. (SEE NOTE 1) 35.3 1.7.2 13 62.2 10 72.0 9 122.0 5 35.3 35.3 SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3) C1 C2 C3 C1IC5 4 6 3 5 16 16 4 7.2 16 16 16 9 13 4 10 3 9 16 16 12 16 16 13 10 9 5 MIN. 2' EDGE DISTANCE e 6.25 5 4 16 12 SPANS UP TO 8' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) (1 C2IC3)C4 C5 10 4 10 8 6 5 5 10 5 ••• • • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• • • • •• •• ••• • • • ... . • 13 6.25 13 13 7 62.2 7 2.0 fill!7638 122.0 3 3 5.3 16 16 11 47.2 62.2 mill 5 5 122.0 4 7 8 7 7 3 1 1 1 212 12. 6.15 12.5 10m 12.5 5 10 © � 6.2S � 6.25 3 6.25 / 16 9 11 5 11 11 5 14 7 5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 8 16 9 10 3 10 10 5 SPANS UP TO 10' -6" (SEE NOTE 1) 11 3 8 VA 8 8 3 6.25 / 5 6.2S / /.�// %' 5 va 5 / / 4 11 8 5 5 11 4 3 5 CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CS 16 SPANS UP TO 5 -0" (SEE NOTE 1) 15 11 10 6 16 16 10 5 4 16 16 1S 11 10 3 16 16 15 11 10 6 16 MIN. 3' EDGE DISTANCE 10 7 6 5 3 15 SPANS UP TO 8' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC2IC3 C4 C5 12 5 12 9 3 9 6.25 5 5 16 16 16 15 13 13 ... 1 � = 6 1 4 1 2 1 1.25 7• 4Ira 6.25 if© 10 ®® 1 /4 " m POWERS 10 U 11 10 10 5 UMUNE 5 I /��/ UMW NAIL -H A W/ 1 -1/8" • 7T.0 8 ��aE1© MIE 5 AI EMU • • • • • :V r • MIN EMBEDMENT 5 r 5• 4 5 4 / 5 3 S 3 5 • • • • •• • • • •• • ••• • •• • 7 12 7 4 3 3 3 16 16 16 10 7 6.25 12 6 9 4 7 A625 25 3 5 3 Sr/SW 3 16 16 16 15 13 12 3 8 3 5 3 5 5 3 5 SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3 C1 C2 C3 C4 C5 9 3 9 5 14 8 16 6.25 13 5 13 4 7 3 5 11. 9 7 5 5 5 S 14 7 47 2 62.2 72.0 62.2 72.0 122.0 35.3 4 7.2 62.2 72 0 122.0 35.3 • 472 6 16 16 11. 9 11 © ooa V 3 5 ?7 9 S 16 16 16 16 12 3 6.2S 12 4 8 8 16 16 16 16 MUM CHM 7 6.2S 6.25 15 11 8 7 7 3 15 4 3 6.25 3 15 6.25 5 7 3 6. 25 8 3 8 8 6.25 5 MENEM �°% 5 S 16 16 9 16 11 16 13 11 11 3 4F• 10 4 110 10 5 6 11 4 6.25 13 3 6.25 5 13 13 3 S 4 3 3 CHUM 7 I 4 7 3 11 1. 11 11 1. 8 6.25 6.25 6.25 9 6.25 3 6.25 3 9 9 4 6.25 6.25 3 5 16 5 7 16 16 7 5 4 Em 14 �® MEM 11 DIM M 4 m am 11 8 3 3 3 6 11 1. 8 8 4 8 4 8 4 16 16 16 16 13 mommumpli 8 12. 12.5 8 4 16 16 16 11. 9 14 4 8 3 12.5 12.5 12.5 AMIN 5 3 5 16 16 16 16 16 16 15 16 11 16 10 13 3 7 13 5 16 16 16 16 11 8 6 5 VA © %mOmm WAN 9 ©EM 8 4 16 10 14 7 5 5 7 12.5 4 7 7 12.5 12.5 5 4 3 3 8 8 13 t o 8 4 8 4 16 7 16 16 7 12.5 9 8 8 4 8 11 5 11 11 8 3 8 8 6 4 5 4 122.0 35.3 1.7.2 62.2 MUM ©M®© ©NE® 8 7 8 4 16 15 mmm®U®E 10 ©0 10 !J!II!!IBW 8 D 4 4 8 4 5 13 13 6 �lD . 25 ©D l o 7 ' // . ©o© 1 . 111 2.5 5 12.5 12.5 10 1 8 1888 8 r 4 8 4 9 3 9 9 4 A 6. 25 6 3 .25 0M 3 5 %/ tra / © 5 % 5 5.25 11 16 8 16 16 9 5 5 13 3 6.25 12 S 11 5 11 11 6 9 3 9 9 5 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON STORM PANEL AND SELECT SPAN GREATER THAN OR EQUAL TO STORM PANEL SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING, W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS OR TRUSS HEAD BOLTS. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (1 6 -1/4" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PRODUCT REVISED as comptYiat with tilt Florida Baidiag Code Acceptance No O Z - 07 Expiration Date Miami Division • FI3 VJ. KNEZEV1CH f•OFEE • EER R Uc.nu . ••. 10111 dal c 0 N (d•r 07/19/2002 AS NOTED h td•.Ign e Y ( Vin u 2 1- 0 •s 0 0 9 2002 (dr•rn •y� AV 1' h..h•d O y� ( VpcJ dr•..Inq no. 02 -373 ( sheet 5 of 5 �� k asa 'j Issue Date: 6/15/2006 Owner's Name: DANIEL HOULIHAN Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 80 92 Street NE Contractor(s) HURST AWNING COMPANY INC Miami Shores Village, FL 33138 Phone Primary Contractor Yes Comments: INSTALLATION OF ALUMINUM ACCORDION SHUTTERS Additional Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/10/2006 Type of Work: ACCORDION SHUTTERS No of Openings: 13 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Shutter Attachment Shutter Final Fees Due Amount CCF $4.80 Education Surcharge $1.60 Permit Fee $230.00 Scanning Fee $6.00 Technology Fee $5.75 Total: $248.15 Building Department File Copy Applicant Signature Invoice Number Amt Due WS-6-06-25239 $248.15 lo 2 3 MO Total: 4 -3 1 Permit Status: APPROVED Permit Number: WS -6 -06 -1596 Phone: Parcel #: 1132060130011 Block: Lot: Section: PB: Total Square Feet: 324 Total Valuation: $ 7,198.00 Re • uired Inspections Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES. OR FEDERAL AGENCIES . NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. l / —� `(p~ 0/3 - 6(')11 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 20 2. Description of improvement: - k)r t C.Q. 3. Owner(s) name and address: `) !. n t-d i4C)U IA , QU (� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety: (Payment bond required by owner fr Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by 0 ner u•,j' whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner r Print Owner's Name ),/h �- Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 oFF1 B r SE.,L tU(;Hlt1Sf1A IHu COM MISSION NUMBER 00134293 1 r cOMMISSION EXPIRES JULY 16,2006 1 IINNI111 CFP4 20 DR Bk 24652 Ps 4928; (1Pyi RECORDED 06/21/2006 11 :42 :14 HARVEY RUVIH, CLERK. OF COURT MIAMI -DACE COUNTY, FLORIDA LAST PAGE Address: Prepared by - -54 ?//go 20 0\. "/ ,2y /C / 77