Loading...
HomeMy WebLinkAboutProduct Approval JOSEPH E.SMITH,CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE# 4323285 06/26/2017 08:23:43 AM OR BOOK 4012 PAGE 567-567 Doc Type:NC RECORDING: $10.00 NOTICE OF COMMENC EMr:N•1- Permit No. Property Tax ID No. State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement 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.q9a Legal Description of property and address if available [ala LA)0 O at t�K' LL--'- -� LOT A4 RP l o ZS dZ- :335-- 2 2 0 W General description of improvements Owner/lessee L_1 S GC. C� �/�`SO Y r Address ZO Interest in property: Fee Simple Title holder(if other than owner) Z 14 Address Contractor � (`? �•��, / u rd���/L( 'CIGi 1j�!Q �51���d , v �Phone# 2 7-2-- 7 f 9 -/,192 Address -3/00 /V • fI• e'1 ,?✓'Cb . FL Z — 7G/H- JS9-0 Surety Phone# Address Fax# Amount of Bond Lender V Phone# Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(a)7.,Florida Statues: Name Phone# . Address Fax# In addition to himself,owner designates V of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Expiration date of notice of commencement is one.year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13;F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTO ORE COMMENCING WORK iOR RECORDING YOUR NOTICE OF COMMENCMENT. Owner/Les o ne r essee's Authorized Officer/Director/Partner/Manager/Signature Signatory's Title/Office State of Florida,County of Indian i✓er Acknowledged before me this 30 day of QLD 20 l ,by �-IS• !SD fl , son ally known to me or who has produced as identification. Signature of Notary Type or Print Name of Notary (Seal) �4 (�$ �/]� YP�.• MCKIELMEDIATE Title:Notary Public Commission Number �I Y Ol lig w :=o� � Notary Public —State of Florida • Commission#GG 082070 ''roF F�� 20211 2021 �f MBonded m Expires Mar 13,ks, dboto Naw alNolaryAssn. itikDROARTM6 oil Css: &'ProfessionalRogulatip BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map j Links Search dDIAFlorida r 1bli, ProductApproval IUSERPublic User Product Approval Menu>Product or Application Search>Application List.>Application Detail 'q FL# FL8523-R5 Application Type Revision Code Version 2014 Application Status Approved I Comments Archived 17 I Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive I West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report-Hardcopy Received i Florida Engineer or Architect Name who developed Walter A.Tillit Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. I] Validation Checklist-Hardcopy Received I Certificate of Independence FL8523 R5 COI A.S.S.A. INC. C.I. DRWG.15-088.pdf i Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 i Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/09/2015 Date Approved 06/23/2015 " I I Summary of Products I FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 15-088 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL8523 R5 II A.S.S.A.INC. DRWG.15-088.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large missile level"D",Wind Zone 1,2 and 3, Max. FL8523 R5 AE A.S.S.A.INC. P.E.R. DRWG.15-088.Ddf width is 42"and Max.height is 96"for+45,-55 p.s.f.ASD Created by Independent Third Party:Yes design load,Max.width is 120"and Max. height is 70"for +45,-50 p.s.f. i I Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: pow ® p Credit Card Safe I i i i i i GENERAL NOTES: 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 8.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO.CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI DADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4' LONG SHOULD STUCCO BROWARD COUNTY) EXIST; AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED 8.4) IN CASE THAT PRECAST.STONE OR PRECAST.CONCRETE_PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH.TO REACH THE MAIN STRUCTURE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, 8.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED-ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8, EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR -- - INTO WOOD, A 1.60_WIND-LOAD-DURATION-FACTOR-WAS USED--TO-CALCULATE-SCREWS SPACINGS. _ ___ BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED —TENANT TO SECURE SHUTTER WITH SILL-BRACKETS DURING-.PERIODS_OF.HURRICANE-WARNINGS. IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE 0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN' IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A-S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063=T6 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING'REGULATIONS PROVIDED BY:THE JURISDICTION WHERE 25-0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER.LABEL,SHALL BE LOCA D ON A READILY VISIBLE LOCATION AT 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME ©,UOO OR QE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715:0.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i. e- WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.U. 1/4"0 TAPCON ANCHORS AS MANUFACTURED, BY I.T.W. BUILDEX, INC. 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT; BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A2). (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 (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I:T.W. BUILDIX, INC. ACTING AS A DELEGATED, ENGINEER TO THE P.E.D: ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0x3/4" ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. gN�1 � t1I1 i IGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE A 1/4"0x1 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ��``A��ERA• /J� SSIONAL ENGINEER OF RECORD THAT PREPARED IT. :��p'••�\CENs •T�'�_ THIS DRAWING SHALL ONLY BE USED TO E3.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR F _� Z OBTAIN PERMITS IN THE STATE OF FLORIDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4". FLORIDA,�(�/ BUILDING CODE (Non High Velocity Hurricane Zone) 8.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SET ANCHORS INTO POURED 3=a' ��aIAIE/O�S'*'� ®7o1s mTEm INC. CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY %90'• F ASSA/ BERTHA H.V. ,BAHAMA SHUTTER DR�41 By EMBEDDED. ` NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCRLIN USED SHALL� $�b 'N�j���.`` /1L ECO tNe. AMERICAN SHUTTER SYSTEMS ASSoc.. INC. ami 1s �. NAE. 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND T" MINIMUM FOR WALLS WITH NO STUCCO. �4gry�1t L liffi 0 p�`� T1u3T TESTING h ENGINEERING COMPANY 4266 AES NON)5 DRM WEST PAY BFAON,FLORIDA 37407 15-088 PH:(600)432-7204-IAY.-(561)200-6380 o-mvR:1iN«oo"d.u.,, DRAWNG No Ee-aao671D ^�"w wAtrR A 1Q11f Jr.,P.E. ,I-+r 7W, 1 1 smu 1 or 7 rtoRmA u� a41e7 .302" 45'1 10-,-Ro'--, 07f8_ ��^213' 41.41 rI i--8 ---2.330"-_D0 .fits' .108" o 111` O 8:s ±.030d.045" ( ) .. - i25" J 4� Oh .oSO, ,! 31' ro •p i 1 078" T4R• 5" 39' 2.557t-1-- .119" n .071" -' R_343^ 1.700' R.05 3• r •�°S. L _�5,p 1 I 1 in I -y - _ 0_ -I --2.125• (±.020)---i OA OL UVEB Al HIGH VISIBILITY OB 14 8.0. FEMALE HINGE �_-_1.820" --I j_,24-o^ d °s�� 1 1 BLADE LOUVER BLADE 6063-T6 Alum. ALLOY 6063-T6 Num. ALLOY © TOP RAIL/MALE HINGE DO. BOTTOM--RAIL O MB I----2.000"-- VIEW Y y 0.5 j 1.250'--1I– 1.250"—{ r� I 1/4.0 1.250" HOLES 2.330" h,1p L E0. E0. � o T_ $ .__–_--------- -- I__ .---4.000" Min.---' -- Iq 125' ci n 1 4'0-20x1" LONG ±30 9/16"0 ,� / .093" a 1 n (tYp-) Min. -,-_.�:5. TIiUMBSCREW OR T— HOLE 3/8"4-16x1" LONG I o o o ACETAL THUMBSCREW. 9/1Min. HOLE $ HU LOCKING ROD AT EXTERIOR FIXATION 9/16'0 .. Min. in HOLE IJ 10" Min.PRE—PUNCHE (2) 1/4"0-, (3) 1/4-0-1 HOLES CENTER MULLON o 1/4 0-200• LONG f30" VIEW X BLOCK WOOD �'�-.S.S. THUMBSCREW OR 3/8"0-16x1" LONC VIEWS Z ACETAL THUMBSCREW. N N (H LOCKING ROD AT INTERIOR FIXATION .085" ,I O'90 2' ' I + o ^ Co m o ---� 0 41 10 N I T/Q; ��. T .`�v��R••••• x FLORIDA BUILDING CODE (Aon Nigtl Velocity Hurricane Zone), lO.875" SERRATED TUBE JO 1" SERRATED TUBE --.940" ©ems ILTECA Ivc. INSIDE ARM OUTSIDE ARM _ ASSA / BERTHA H.V. aqw* sHuTTER DRAW,BY CAMEL BACK HINGE = N0.44]67 COMPONENTS -�*_ �L ECO.�Hc. AMERICAN SHUTTER SYSTEMS Assoc., INC. 04'041" �!�-/�T�TEOF PLITT TESTING A,.ENGINEEFING GOYPANT 4200 W"1R61D5 Dp'V /, �`•�/ ASi Rx.3W.2 m 5m NiCtl. 11[bym, Miml PAW OEACK FLORIDA 11,07 15-088 SCAT F: 3/4' = 1• �• Q� F UQ!:\\�4. Wim. cmm.-:aa..m` - PN:(MO)432-2104__rax:_(SG1)m9-8380 �(` RI r�\ -mel:tilteco0otl.com' DRAWING Na EI -WALTER a�,IJ9.. P.E iLOMA Lie.IF 441 G/ SHEET 2 Or 7 1 �A OR Al C (CONT.) C (conn) 1(?ACR Al �C/5,6 B (coYr.) �p/g,g C ®C/5,6 1� B (CONT.) �D/5,6 uNr. tm.) _ I taut. trP.) _ (2) #14x2' F.H. o _ D�/5.6 (2) #14x2'F.H. -'-- '- D'/5,6 0 S.S. S.M.S. o _ --_ -.--_—.. S.S. S.M.S.-- o FROM JAMB(EE - FROM JAMB E TO TOP RAIL ,' - TO TOP RAILLCC _ _ (2) #14x2' F.H. I-. + (2) #14x2'F.H. - - _ S.S. S.M.S. - - S.S. S.M.S. FROM JAMB O I - I — _ I FROM JAMB(E) TO TOP RAIL TO OP RAILC 2. 1/8' Min. t- 2 1/8" Min. 2 1/8" Min. T �J 2 1/8' Min. h BLADE - - --- - - BLADE BLADE F - I BLADE PENETRA110N PENETRATION ^ PENETRATION � + _ PENETRATION F N -- - , T + 1 x -4 o (z) 114x2' _ #14x1." v w S.M.S. w r.l1. S.S. S.M S. - -• - M- w "I" - I cJ-FROM.JAMB E TOI ... .. -. --I- CALOR/Aj:TO� - - r Y r , (2) #14x2' N BLADE A/CR I_ - - - (2) #14x2".--. C. t- - --- - F.H. 5.5. S.N S. - .H. S.S. S.M.S. w (p MID I ILICI I TO BRACE JAMB � g MID 1EIGI1 BLADE AO'iT L J FROM JAB`�TOv TO BRACE JAMB I _ _ .--I .. - .. BLADE A OR ® 1l.IDCifICFTT I _ —� I ®MID HEIGHT TO BRACE JAMB f__ -, ; TO BRACE JAMB H a B/4 SIMILAR r )1 (2)#14.2"F.H. f__ q/ eTe A/4 -- -- A/4-—---- I r'icoy l S.M.S. �- __4 SS. S.M.5. - -- ! FROM JAMB�E "e __.._ -_-_- TO BOTTOM L D . B/4 L - - B/4 TO BOTTOM SIMILIR -� 1PA1 NJ H� �n (CONT.) a e G __j --(2)#14x2'r.H. C ---W" (SEE SCHEDULE SHEET 7)-- 'W" (SEE SCHEDUI-t', SHEET 7)---1V" (SEE SCHEDULE. SHEET 7) (2) 614x2' F.H.I-- _ _ S.S.S.M.S. �. . ------120" Max. WIDTH ----- - p/5t6 S.S. S.M.S. FROM JAMB FROM JAMBQ --- ---- �------� TO ROROM L D C/5�6 D� 5,6 TOL..'.. . oM I HJ p H G WOOD SUBSTRATE / G •{— "W" (SEE SCHEDULE, SHEET 7) • 1_ - 1— s B'/4 ' C/5.6 SIMILAR B'/4 sIi41LA1i D'/5.6 - WOOD SUBSTRATE (2) #14.2'F.H. ss.s.Ms. FROM • 'o +—_ a S(z.S).#S1.4Mx.2S'. F.11.A/4 A/4-- v O M JAMB OE To OBOTTOM RAILB/4LAR MMB �B'/4 RAIL(D) (2) #14x2" F.H. J -(2)#14x2'F.H. G •W" (SEE SCHEDULE SHEET 7)--I--W- (SEE SCHEDULE, SHEET /) "W" (SEC`SCHEDULE, SHEET 7) S.S. S.M.S. - - S.S.S.M.S. 120" Max. WIDTH - FROM JAMB G_ - - -•- --------- -/•FROM JAMB CE1 p/5,6 TO B07TOM ------ ----- TO BOTTOM LQD (�` 5,6 RAIL.v� y H / CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 J MULTIPLE UNITS: CASES II & III G •�_ -"W" (SEE SCHEDULE. SHEET 7)------ 1A11)•��C%,����i C/5,6 D/5,6 �Q�.• �CENS lJ�,�, FLORIDA BUILDING CODE (Non High Velocity Hu cone Zone) CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 F ®2o1s TLTEC°'"°• ASSA BERTHA H.V. BANANA SHUTTER oaAMN BY No.44167 _ SINGLE UNITS:. CASE I _ wp7/Is ELEVATIONS FOR INSTALLATIONS WITH _ Y IL ECO INe. AMERICAN SHUTTER SYSTEMS ASSOC., IHc. DATE 'O Ar F TILUT TESTING A,ENGINEERING COMPANY •2 '�°°DS°ftxE - %'Q•/ ��C/ asTe Ny y,y y_y�xe t�axA fvcoa atm+lNao WTST PALM BEACH.FLORID4 77407 15-083 '��,o QCT T �\�``. tt�.:l�¢xnLtO� b��C,pfp,t-wt PM�NJO)472-22 --rAx_(561):� DRAWING No EXTERIOR LOCKING ROD �_) FIXATION �., \'�$' • ..... • •-� N.T.S. '�A�A//�,ONA�.. \,\\\\ WALTERRA TIW�J/41OP.7 F. atD n-tJ, /uA .. SHEET 3 OF Tj C Al C(CON 1.) �C/5A,6A CONT.) VD/5A,6A C (CONT.) �C/5A,6A 'OR Al �B (CONT) D/5A,6A .TYR). Ll coN1.PIP.)(2) # D'/50,60 (2) #14x2'F.H. —'-- "'� -- D'/50,60 14x2" F.H. 0 0 0 0 S.S. S.M.S. -- —_—__-___ S.S. S.M.S. FROM JAMBE FROM JAMB CE�_. ° TO TOP RAIL - TO TOP RAIL C -. — _ _ _ _ (z) #14x2" F.H. �r" - (2) 014.2- F.H: S.S. S.M.S. N '(' S.S. S.M.S. FROM JAMBE L'- -'t-' -J FROM JAMB_E L- --j TO TOP RAIL '--- .� I TO TOP IWL(C I r ' r 1 -_1 I ---I 2 1/_8" Min_ 1L-- 2 1/8" Min. 2 1/8" Min. I- -j - _+ j 7. 1/8' Min. r BLADE t-_ BLADE BLADE - -- I - 1- -1 :. BLADE PENETRATION _ PENETRATION ^ PENETRATION r + � PENETRATION - _ - w IF- O �- (2)#140- _ 1 Fn®z)#14 F.H.SS MS IT l (2) 14x S.S. H (2)6142' j10 p FOJAW 0 v TO BRKF JAMB R;M} CE JAMB ST p - T- T I a To eRocF JAN13 r - TO SIAM JA143 c 1 a B/4A B/4A N J1n SIMILAR (z)J14.2'FH. r A/ A/4A A/: {{ A/ 1 O 014x2"F.H. - -I S.S.S.M.S. ___-y__ _--_- °l _'— �_"- JAMB E)SroFROM E3/4A FROM Jiou OE :---- �^ — BOTTOM RAIL�� Sluvw wJ � B/4A L H /� r� (2) 014x2" F.H. F - .. -757 1 �81a:z'F.H. G "W" (SEE SCHEDULE SHEET 7)�"W" (SEE SCHEDULE, SHEET 7)- ---'W" (SEE SCHEDULE, SHEET 7) S.S. S.MS. ' ' ' S.S. s.M.s. �: I- --- _ FROM JAMB, 1zo" Max. wIDTH-- D/5A,6A FROM JAMB E()" - � To_BOTTOML� C 5A,6A RAIL BOTTOM jG- I -�1 p �J / WOOD SUBSTRATE D'/5A,6A I— v7)-- ---- ---- ------ _ - ----- W (SEE SCHEDULE, SHEET --- � '- D/50,60 B./ i - T y B'/4A C/5A,6A T -I snelAR D'/5A,6A . 18 WOOD SUBSTRATE (2)#14x2--f_ _I- / A/4�i —A/. A/4A - -1 (2) #14x2- FH. S.S.FROM JAM _ .... - ° IRO S.M.S.AMB B' 4A B'/4A To BOTTOM / r- SIMILAR RAIL 6(� �-� To eonoM RAIL QD �J �`-- I D l(CONT-) e o G -_77 F-- G "W" (SEE SCHEDULE SHEET 7)-- (2) #14x2" F.H. L. -J -(2)§14x2'F.H. I r--"W" (SEE SCHEDULE. SHEET 7)-----"W" (SEE SCHEDULE, SHEET 7) -� S.S. S.M.S. S.S..S.M.S. _ ..-_ _ 120" Max.MWIDTH------- / FROM JAMB Q •_ -- --�-" - FROM JAMB pe - - TO .pM ___ __ • ro Brn1oM N,�L,7 C/50,60 D 50,60 - 1 H G CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A (G -- "W" (SEE SCHEDULE, SHEET 7). ```��d"P'A111011'",?"A MULTIPLE UNITS: CASES II & III C/50,60 D/50,60 P�•' �pENs ' �9, % FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) CONCRETE OR CONCRETE BLDCK SUBSTRATE D'/50,60 �' F pzols m1Eco INC ASSA � BERTHA H.V. wmm SHUTTER M.L.No.44167 M+A RT SINGLE UNITS: CASE I *- .__•'*= 04�13,IG ELEVATIONS FOR INSTALLATIONS WITH / �� E C O FNe. AMERICAN SHUTTER ASSOC.. INC. DAIS TILLIT TESTING h ENGINEERING COYPANT 4n'r' _ e..Ir'w`iaam�i n aloe PH,(WO)a72�xi0wf'axo(se)2�m�e3eo 15-088 INTERIOR LOCKING ROD �H� FIXATION L9 ........;N��,. MR GAAtl NG Ne WALTER N.T.S., '//IIIIIIONA�a�a4`` �DA LC.//N187 E. /��/� SHELF 3A OF 7 CONCRETE HOLLOW BLOCK REQUIRED ®CORNER (Typ.)N / SI REQUIRED COR 3•FOR TAPCONS (2) 1/4.0 IAPCONS OR rya 1/2• FOR'501-10-S ill".— --2• F. GD (2) 1/4.Oxs/4-All. POINTS loin, E.D. SOUD-SET OR (2) 1/4.0 PANEL MATE INSERT + / W/ INTERIOR WEB v ® (OW1 INTERIOR WEB NOTCHFA AT (4) 3/16"0 (UTADE 1\'P.) NOTCHED AT _ BOITOM RAIL(p) ALUMINUM O - ------ _ —� -! - - -- --- - - -- -- -_ --- POP RIVETS -C F - -- - MRN Bono L(b� - - 5/16"x2"SLOT BACK & FROM -— -- 5/16"x2"SLOT_---�- - - - --. �. �- - - r� 0 1 -- _ r----- �. ; _ y---._ _____• .----- � CONS OR _------ (3S 1%44 4xT�7/16•PANELMATE --'---- - -------- 1)J ERTS TO w000 G ------ =_--=_- ----- ------------- -- _____-- - --=____- -' '(2) /14x2" FH. 5.5. S.M.S. '� 1------ - ------ ---------=---- --- - ------ ---- - ------� .(2) 0..142' F.H. S.S. S.M.S. FROM *ms( E)JAMB TO BOTTOM RAIL DQ _-----___- ._ .._... _.. _.._ -----_--_`-` )TO BOTTOM RAIL OD + (2) $14x2" F.H. S.S. S.M.S. E 1"i.'LOT (FAY!/WEB Q D �NaoElv�a�ETR rov E + (2) §1.4x2" F.H. S.S. S.M.S. FROM JAMB(DTO BLADE rJOR U NOTCHED AT O FROM JAMB E TO BLADE QA OR 0 MIO HEIGHT TO BRACE JAMB --4'THUMBSCREW LOCATION- BOTTOM RAIL @ 4•TNUMBSCIrfr'LOGTxIN SECTION B'-B' SECTP N A-A CONT. SECTION B-B 0 MID HEIGHTTO BRACE JAMB LAN (F�W/ INTERIOR WEO (2) 14x2' F.H. SCALE:3/8' ,• O OR (2) (14x2" F.H. S.S. S.M.S. (BLADE TYP.) CONCRETE It LOW BLOCK NOTCHED AT /� �W/WEB S.S. S.M.S. ---'- W/ INTERIOR WF.B 2•x 4• WOOD FROM JAMB U NOTCHED AT FF20M JAMB NOTCHED AT REQUIRED ® CORNER (Typ.). BOTTOM RNL.Q F © STUDS REQUIRED TO BOTTOM RAIL @ BOTTOM RNL(� TO BOTTOM RAIL QD BOTTOM -L7 U TD CORN[li (Typ.) ;,. ;•': .\y f [!VKnUT MF RNITPAW 11 xxl I I I �RI 1�I .:. `r •. G Ji. IIN/fI1/IIII.Fi1- , - 1 —J iG >� 1 629":629• 0 \—_ u .1'— 'Juru111u II-. .'��a•'•. 11!-i, ssr. :s/is`xz-`j 1. OH\. .'... . - -.1x/i•4.020 S.S. . .sS/LO1T6 'x2' x1•LONG. SLOT (4) 3/16.0 THUMBSCREW, ALUMINUM U LBOSNCG1j4o-zo POP RIVETS. COM. TIUMREW s• NUYQBACK k FRONT O l31H''sl4i' � ... -(2) 1/4"0-TAPCONS OR - (3 if 4.0'TAPCbNS'-OR--= (2) 1/4.0x3/4"ALL POINTS '.,(3 1/ x 1 7/16" SOLID-SET OR ,. ..,, _ •(2) 1/4"@ ANEL IMTE INSERT I PMIELMATE INSERTS TO WOOD. � \HII1111111Np --• - a`\\\ TI((ELEVA � 1��� FLORIDA BUILDING CODE (Nan High Velocity HurricGne Zone) �@ ' r.....•. fp SCALE: i•4�• rEN S �2OIS TX.TECO INC. WN V F ASSA / BERTHA H.V. 9AHAMA SHUTTER DRAWN BY N0.44167 *_ 04 5 IL E.0 O INc. AMERICAN SHUTTER SYSTEMS ASSOC:, INC. DATE _ ,268 WESIRBADS DRIVE TIL LIT TESTING.h ENGINEERING COMPANY WEST RUM BFACK FIG21M 3]407 (���""(((,,, 6F :•Ev= �,N...,H, a xc Mc.a oTxxi nsma ana PN:(800)473-220-4-FAX:(56t)209-8380 15-088 �(p• r�mL-;;67aal.com �q Mrt DRAWING N. i��O• Q(�1V`.\�,��� EB-7006718 Mt r wR ',�Ai FF'•.••• •'``��` WALTER RORA.7IUA TDA LU..0 til C a0 11-7 l' SHEET 4 01 1 11111TIlll 11 111111\\\\\ CONCRETE HOLLOW BLOCK_ 1Y'r REQUIRED 0 CORNER (Typ.) 2"x 4'WOOD— •'••� STUDS REQUIRED - 0 CORNER (Typ.) - 3"FOR TAPCONS (2) 1/4'0 TAPCONS OR �13 1/2' FOR SOLID-S -- 2' in. E.U. (2) 1/4'0x3/4'ALL POINTS I Min. E.D. _ SOLD--SET OR I - - - -- (2) 1/4"0 PANEL NATE INSERT I W/INTERIOR WEB ,� OR )W/INTERIOR WEB NOTCHED AT (4) 3/16'0 (BLADE TYP.) NOTCHED AT� / DOTIOM RAIL QD U BOTTOM RAIL'� \ —� ---- --- - -- ---- - --- - - ---- RPAETS-- - {�.' 1 BACK &. 5/16'x2' SLOT �- -- ----- --- - ----= —.-_— t 4"0 TAPCONS 0 f----- --__—_._. -- — ----c-. --- --— (3) / R -- - - - \{ - - __ - I EL _ WOOD 3 14�0z 1716' ___________ a�JIIt!7_71 (2) �f14x2' F.H. S.S. S.M.S.--,-----�' � (2) #1422" F.H. S.S. S.M.S. --_ _----- ---- --- __.. ---------- ------ --FROM JAMB(�jE TO BOTTOM - ---------'------'---- ---- - ------ ------ ---- - --- ----- FROM JAMB E TU BUTTON RAIL QD + (2) #14x2" F.H. S.S. S.M.S. ��, I 'I _ - -- .:. 2.,/6•Na. + (2) #1.4x2)F.H. S.S. S.M.S. AT FROM JAMB 22D TO BLADE OR UO _ C W/ WM Q D IRAOE PErnNanon FROM JAMB n TO BLADE.®OR 0 MID HFJGH`TT TO BRACE _--10'THUMBSCREW LOCATION— - -- BOTTCOMORAIL 00 SECTION A— o nA CANT. - - 1uN rscReW Hun«--=------------- ® MIO HEIGHT TO BRACE JAMB SECTION B'—B' SECTION B—B (2) #14.2" F.H. ;,CA1F�3/g8-- 1• A OR (2) #14x2- F.H. Q W/INTERIOR WED S. S.M.S. (E)W/ ® INTERIOR WEB CONCRETE HOLLOW BLOCK -- NOTCHED AT— WEB (BLADE�) S.S. S.M.S. NOTCHED AT 'LJ ____2 x 4'WOOD FROM JAMB NOTCHED AT FROM JAMO BOTTOM RNL�) STUDS REQUIRED RLOUIRED 0 CORNER (Typ.) BOTTOM RAIL� 5'.625" ` E TO BOTTOM RAIL(D) BOTTOM RAIL O J TO BOTTOM RAIL(D 0 CORNER (Typ) I 5/16"x2" I x 1/e'um. I . Ll 1`-RC. LAW PENEmnnON SLOT LINA - G I S�OT sx '6 AOE PEN' l oq I 2' - �\�\U4t1fE111G'- .___a ._ _ ____—_I y:-- �-�— _I_•.� a Y-+• __— _ JYIt/If11—I -: v .:..1/4'0-20 THUMB S.S'... - .I ..- :•. .. o1 X1' LONG' ..: I (4) 3/16"0 ,, ,.,• -• •.., UMBSCREW. FT ALUMINUM' . ' O '..z1' LONG •�...: I POP RIVETS— `� CONT. � �THUMBSCREW. ,•. ._ I. .• . LDc�i10N k FRONT' e"sLm iouno:ti• =-t ' .. 1: ... .. .. - (3) 1/4.0 iAPCON5'OR--•' .•. ,.....I�.—(2) 1/4'0 TAPCONS OR f .. . 4 (2) 1/4'0x3/4'ALL POINIS I P3ANELMATE INSERT51 TO WOOD :. t. •-:: SOLID-SET OR ' I. .... ..,.' '.•.• . . '(2) 1/4"0 PANEL MATE INSERT- ' .: ._• _, I �••._� ._.�.. _ _...._ ,,ol` la A. r �/i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �``Q,\•�,•••::••••�1��•/i// LEV TO pm15 TILT=INC. - .. .. - �` \GENS .�� ASSA/ BERTHA H.V. WAMA SHUTTER N.L ' F• 's SCALE 3/6• 1• IxiAwN 9Y M/13/15 AMERICAN SHUTTER SYSTEMS ASSOC., INC. LATE TNLT TE5TING h ENGINEERING COMPANY 42&0 WESrROADS DRNE z x 7/a o,w xa.iaum a ruxn v,le MFST PALM REACH.n.03M 33407 9•• "" PH:1900) 15-088 432-2204 FAX:(561)209-8380 r-m t GTteco6ad.eom DRAWING N. i�'•• '••��� EH 0000719 0 W9CVnN ba 'c�.•.•�ORIDA •`'i. WALTER A I11L!Jr..P.E 019 nar, sE1 AA OF 7 1rz '/// s ••�`.\\� FLORIDA U 44167 ///rrr1111111111111\\\\\\ - A WOOD HEADER WOW HEADER WOOD HEADER REQ- REOUIRED REQUIRED 1/4.f TAPCO-%-. 1/4-0 TAPCORS (SEE SCHMAE SHEET 7) (SEE SCHMAILE ShM 7) B Cant t5 Cont C 114.2'F H. J14.2-F.H. S.S.S.M.S. S.S.&Us. SC FROMme(0 & FROM JAMB 70 Top ml�q TO TOP PAL rj�) 4� NTUMR WEB arcilil) IOTCRED AT TOP RAIL C ' ly _ m,9ACJ C Ml�l SEPAMM A OR 0 CLASS Er SCH 01? ® - ( � ' \` \ ../rl _ __ ` lI_ ♦\\4 = SHEET 7) (TVP.) 1' l C " J \�/ '' 1 ? E FXI%NG CLASS 11 a f _Nr-1. (2)#14 2- FROM WTOSBLADE(A)O F H.S.S..SM.S. ;�Gllff To'E8SkMSCXEMsAM0 M JAMB I TO ME%Olt E .3 RD HEIGHT TO '71 OR (I-yp OR EINTERIOR WEB .250, W/", INCHED Af 0 1/4' POP Rwams -20 Ll 01.u—jLn,Ki ws) .} ' i ' 171 Ile p-20 DOLT W^vT I AT Borrow RAz@ GI m@ K WOOD a AUB PLATE -t 0'. 1 j �D a EACH awe WOD POP I'M LocAnaN RNETS BACK FRONT 1/4"020- THUMB SCREW 2- 1 Cont. ' i RLIMS SCREIV S.S.S.M.S. 1 Can A)I'I "t -.:, - v D I 1! 1 a. r 114 F.H.F.H D L z FROM JAmB(b C-.L 1/4'0-20 BOLT N/WINGNUT To ROTTEN RAI.(-D`,-D \-1/4--20 BOLT W/"KNIII (2)114.2-F.H.-S as.S.M.S. 7 To M JAMB( (g) 1/4'0 TAPOONS OR 1 7/16' (3)1/4-0 TAPCOf4S OR(3)1/4-ft 1 //IG- BOTTOM ��11.),ELMATC INSERTS TO M(3)DI/(u4m"0;mT"Of 9 1 I PMELUAIE 11"SEHIS TO Mv(MID,"am OF SMID,2-M .0NOMINAL) woon 57mm a WOOD S�v J WOOD STUD 0 IX SSTUD; W 2' N.NOIANA-) ,0.C MAC 24'U. C. 24 24'O.C MAX FXMIRED SECTION C-_ C REGUIRED SECTION Q D RLWRED ALTERNATE SECTION Q`—Q ({PALL MOUNT) (WALL MOUNT) (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITIONNON HURRICANE POSITION SCALF-318-m 1- scALE.-3/al- I• SCALE.3/8-- I. ......... -NN - IFLORIDA BUILDING CODE (Non High Velocity Hu M.Zone) ` INC. L. s 02015 XTECO M H.V. BAHAMA SHUTTERMAWN BY CONNECTION TO WOOD W1 EXTERIOR No. ASSA BER LOCKING ROD H) FIXATION O4i13/TS AMERICAN SHUTTER SYSTEMS ASSOC, INC. DATE n4T O�-- lILUT TE INC&ENGINEERING COMPANY 4263 WLSTROWS DRIVE WEST PALM BEACH.FLORDAM401 PH:(8003 432-2204 FAX:(561)209-8-'80 15 -088 DRAW No N. SHEET 5 o r 7 WALTER P FLOR-DA A WOOD HEADER REGUM WOOD HEADER WOO)HEIDER I--REQUIRED REOUCRED 1/4'0 TAPCONS 1/4'0 TAPCONS , I" SIT SCHEDULE SHIFET 7) (SEE SCHEDULE SH FT 7) (SEE SCHEDULE SHIFT 2) -fo-,C,� B Cont \,. V L @) !4: 3/16 1 S IA. 114.2 F.N. ALAJWWM S.S. PoP RNETS FROM'As VACK&FRONT 10 TOP RAIR) TO TOP RA1& L E TNtFkCR WEB WTERIOR WEB -<F)W/WEB NOTCHED TcHED OP(LCL© I OP RAP.C TOP RAX(ID OR @ UA OR To (`�1 \ C -. \ (Tir) ' r.a �) - (SEZ SCHEDULE OR sum E�TING I GLASS (2)8I.44 E.H.S.S.S.M.S. FROM JAMB(E)TO BLADE OA OR I& 0 MID HEIGHT TO BRACE JAMB U1=L IWO-S4) a MID HEIGHT TO (T-) OR F,.M��tzL MIS) OR I F 1 ' °I0 �.�"–^��`, W)I.TEMOR WEBNIP) 1/4 0-20 DOLT W/NU7- POP RVETS 1/1'-20 EMT WJNVT L D .,Ole (F)W/WEB ;:. wr"IS) NOT -0 AT r G IOU RAL@ MAX.GAP 0 IN (4)3/10*. 0 EACH EACH t wsu. 01 LGOCATION au POP RVETS LOCATION -0. BACK&TRICK D F-1 F1 7' 1/4-0-20 THUMS SCREW /1/4-.-20 THUMB SCRIEW (2)J14XV F.H. ' 1 I ` SS.S.U.S. OD FROM JAMB Q 1/4-0-21)DOLT wl WINm TO BOTTOM RAIL(0 L Cont C-L In 1/4'0-20 UaJ W/WWGNUT (2)11412'r,L 2%4'm WOOD FROM KATE11` 1/4-0 TAPOONS OR(3)If,=1 7/16" (3) 1/4-0 TAPOONS OR(3)1/4'00 1 7/16' TO BOTTOM ML(b .-A- Vkl rLMATE INSERTS TO STUD OTH OF -PANELMAYE INSERTS TO STUD(MOMCTIf OF REO'D ,,I -".NOMIMMJ STUD.2-MIN,NOWIDL) WOOD SA D a STUD.2 WOOD 24'0.C.'MAX.-/ 24'0.TC MAX�Z REOWPED SECTION D Q REQUIRED ALTERNATE SECTION V� II (WALL MOUNT) (WALL MOUNT) NON HURRICANE POSITION NON HURRICANE POSITION SCALL:3/6--I- SQUf--3/8*- I' /�'� I� '� i FLORIDA BUILDING CODE (Won High Velocity Hurricane Zone) WOOD STUD a Q2015 TILTECO NC. UJ- 21'0.C ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN By SECTION Q Qj--- (WALL MOUNT) CONNECTION TO WOOD Wj ALTERNATE INTERIOR /71LrEC0,,,.\ AMERICAN SHUTTER SYSTEMS ASSOC., INC. 04/0A'T/I 5 HURRICANE POSITION TI-I TE-...E....EERI.r COMPAITIF 4268 DS DRIVE IL_I -n-O L)A 33407 SCALE-��8- LOCKING ROD R FIXATION W(8MM)4p3Al2M220oA4`"FAX(561)209-11MO —OB8 PH! DRAMNo No EH-0006719 1 --i - WALTER A TIL-Ur J`IP-E- r I SHEET 5A OF 7 I FLORIDA13�j I caves ani'� j % HEADER nEOURfD Ile TAPCONS_ 1/4Y TAPOONS___ / 1/470 TA'CONS (SEE SCHEDULE (SEI SCNEIXILE (5TF SCWAULE01 ON SHEET 7) oN Sf�ET 7) ._•I �'© I. an SHEET 7) --.1 B SAE 16 o / C \� / © / C / (4)3N" .._ _-Ss.S -I. 814x2•FJL _ ALVMRNY SS.S.uS S.S.SJdS. POP RMJAU EfS .FROM O� FROM=(Q - I BACKh ffA'RTf j 70 TOP fEA1L(�I TO TOP RAIL J -\-_E"MMOR_WER I w/- D." / \� TOP RAi C Ta�R•c r . I TOP RAIL CONCRErz aR OR ® CRETE BL OR (TY u;,.s�akAnon v I CaiCkilE DLOIX \ •� A CONCRETE oTacR �AT oR 70 CLAYS I WAEI.RFOUIRED �\ (TYP.) WALL kEOURiEO �• • �-) SCHEDULE SMELT 7)- A) � Zap EXISTING GLASS--41 (2)®142•/FyN.S.S.S.N.S. —,f•--- I JAMB l TO DDR�� S.S.S.M.S. \ MIO HEIGHT TO BLADRACEF.JAMB \ --'• -(2)01#14.2'F JAMB(FJTO NTADE(&R R MID HEIGHT TO BRACE.JAMB 1OR _ Oyp. com. ) (aLT EOR AIDE BO LMS) / —ma OR OA I .25U•MAIL GW i i F c-L \\ - `\ /E UTERICR W S / (2)3/16•.MJ.. ;-va�'r GYP.) \I 1/4' LT W/NUf `�\ Q, AT / P(N RIVETS \ (Gar FOR vJEmE WITS) oonoM RnaOD C' 1/4•o-20 BOLT W/NAT .\•C • '�LYfNOTFRtM WfB AflOTTWRRO Nx/m �� \ t1mTDu P.N.@ K cLYI LI CONCRETE / (4) / J L EACH)AMU �• Y 3 10.4 LOGPa•+ \ J L EACH JAYO•, REWIRED Auuflop w1M POP N&FR '--- �. D LDCAOCN -. - P. MIX&FRONT `v 1/4.0-20 THUMB SCREW Cont. T.,• ` 1/4•0 20 TIAUB SCREM 4 / o D ^ /i I ("L)�14aY F.N. / I ss.s.M.s. ca,L �=/ I O FROM,VJA9.`E I O C'"•L _I/4•P--,0 BOLT W/'NUONUT TO BOTTOM RNI(0) /! 1/4•0-20 BOAT W/WhCmrt S2)SI4S.-F.x. 1/4•e IIK'CN5 OR t FROM.NMB _ (2)1/4.0.3/4•ALL PDNT SOLID-SET OR 1— (2) (2)1/4'.tAPClM5 lt TO BOTTOM ftNL iD) 1/4.041 7/16•PANELW1rz MSER[S -- ((7)1%O b.1 7116 PANEIw2n IMS T SECTION C — C SECTION D — D ALTERNATE SECTION D'—D' (WALL MOUNT) (WALL.MOUNT) `"TpTTn111T^I11 qAM''' . (WALL MOUNT) HURRICANE POSITION NON HURRICANE POSITION `�PSE..• ••-.•�/T �� NON HURRICANE POSITION SCALE!3/e'_ ,• SCALE-3/8' ,• ��Sl:••��G ENS• i SCALE-3/8•a I' . v . F = FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) N0.44167 =9 p2015 Timm me ASSA / 6ERT14A H.V. BANANA SHUTTER DRAWN BY CONNECTION..TO CONCRETE OR 'CONCRETE BLOCK =9--�S,,/xF- 04/13/15 ���� 'y 0�4�0(/r�i�ji;•::c��`� IL E C O AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DATE `�J EXTERIOR LOCKING ROD 44) FIXATION ',,Fs G��. TILUT TESTING @ ENGINEERING COMPANY 4268 WES7k505 DRW- ��A S� NAL CN ` `� N•f ry I�L1bN JOSz:fd•,Im"�"1°` wEsr PARI OC1D1.FLORIDA 33467 15-088 PK(800)432-2204 FAX(56,)207-8780 AArM111111111111N11IN a-mes 4lltcoaocl.eat� DRAWING Na EB-ODOOTIR m.w fCi700f Rac WALTER A TXL1T L.•P.E. m„-,.n M,1n SHLET 8 OF 7 F`CRIDA Uc./44167 HFA�DFR HCONCRETE E 1/4-0 TAPCONS_ 1/4.0 TAPCONS • 1/4.0 TAPCONS _. (SEE SSHEET7 (SEE SCHEDULE.�. (SIX SCN(:RWF it 514ST 7) } B Cont SHEET 7) ....J. _.O cont. SHEET 7) \ B Cont. � C / C z j 4)!/itlr -.— $14.2•F.H. / _ _ __814.2•F.H. YYtIIY S.S.S.M.S. S.S.51.15. POP RNETS / FROM JAMR(E1_ j FROM JPlU3(1. B4CK h FRONT TO TOP RAL C / !p TOP RAp.C WEB_ "0 F W/EDW1H . `1 1 TOP RAL(J \ � \TOP RAL ?K)iCHm \\iOP WYL(v urn.STPARATION ti'I L ;1 rTE OR_ ` \ A OR ® CVNCRVIE p1 �l//�`��^^ CONCRETE BLOCK CONCRETE�OIX TE°SOIEwtL. wul REOuvlm \ :•- `, (T'f)'J WALL REow EXISONG 2FROMIJAMP CF�HS-STo BLN1F. ON!CL _ (1a j14YL•FH.S.S.S.Y.S. 1 1A-4 O NIU HN TO BHAT:F.NMB / \ FROM.UMB TO ElaE OR I r•V I OR \` m MID"EIGHT TO BVON OR A RAC .UJJB I / I IQ,. (Ora�fg19tCit UUR) e �`_ `\ ,\�v'"-'�R `\'�"� OR A t i --t F 1Cm. SI \ ^,-h. F7,INTEROR WEB (2)3/16b Hum— �\�.�.a,,.,,,�\\ (T P-) 1-0 rm MLOIHE urns / V4•P-2o eaT w/nvr ;� Drano Ar 1>CP RM'Is ( ) +a.-r BOTTOu RAI(a t/4'e-20 BOLT W/NUT (E�.H1L/mR WLB i F w/NTP -'+.. FIOTINL NI4.rp� i I ` NOTQIED A! � .aria'nm(p) / I G P _ DE pOoMK/NY bLGaON JWB s. I T J al AU(:p RNETS LOGRGI 11IRONT Cop SCREW 1HW8 SCREW /4-e-20 THA ID 14.•F.H. FROM1.4 1/4.0.x0 BOLT TOBO TM RA-1 \ I/4'0-20 pOLr W/MU )iI1.`\ 114,2'\Y• `F H. FRO CONCRETE OR 5S.Sl'-)C0J NCRCrE BLOCK j 4•e.1NNON -2)1/4•I TAYONS OR TaBpTTOM RfJLMWREO 14•P7/0•ALL PONT SOLU-SR OR (2)1/4•P.1 7/16•PAANELMIE INSERTS ((2)1//44•b.7/7E/AGISOR x) I 16•PAnNAiE INSERTS - wd. / SECTION D — D ALTERNATE SECTION V—DSECTION V—D' (WALL MOUNT) (WAIL MOUNT) NON HURRICANE POSITION 4LIIN1111111111/r/// SECTION C — C �� SGM i?3/B., ,. \```N A�ZER A. 711���,' NUN HURRSCldE:11 eE POSITION (WALL iaouNl) L�CEN / FLORIDA BUILDING CODE (Non High Velocity HBrricone Zone). I IURR(CANE POSITION ;• s�•'•.9 - - pzou mrLTb INc ASSA / BERTHA H.V. BAFIAMA SHUTTER M'' SCALE J/B•a ,• =*^N0.q .- .. "AWN IW CONNECTION TO CONCRETE OR CONCRETE BLOCKTO CONCRETE OR CONCRETE BLOCK IyL E C Ow�q.mc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE W INTERIOR LOCKING ROD (FI) FIXATION ROD FI) FIXATION =���F . ��c ,T�w:Un A oHGiaE !>zA COMPANY n wee PH:(EfO)I�2�9CFlH.Fl (561)200-a380 34 15-088 400061wi.com DMwIMO No NAL E LII\� WAL,TREALIT7J9..P.C. m. aD 11-fa /IL Ocr:r urt �� /rNll)11111111 ttONN4 Lk.d 44IB7 SHEET 6A OF 7 SCHEDULE#1 MAXIMUM SHUTTER SPAN"L"(in),MAXIMUM SHUTTER WIDTH"W"(in)FOR SINGLE(CASE 1)& MULTIPLE(CASES II&III)UNITS FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE .UNITS ELEVATION MULTIPLE UNITS ELEVATIONS B CASE I : WALL MOUNT B CA$_F,11 VIALL MOUNT CASE It WALL MOUNT B BAHAMA- J SHUTTER ELEVATIONS II--w--1—w�1. II-w---1—w I•— --F--w1 -- -- --- - -- - - - - -- -- DOUBLE UNITS-4 I---TRIPLE UNITS SINGLE - -- - UNITS_ MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.S.f.) 1 +45.0 -55.0 42" 96" N/A 4 5/8" II & III +45.0 —50.0 40" 70" U 3 5/8" SCHEDULE#2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES(B� 11p1gpNNU„y, FOR.SINGLE(CASE 1).&MULTIPLE(CASES II&.III)UNITS �..�P��ER A. TjC��T rr� FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING.&SUBSTRATE TYPE �.• FN''• �'; SF No.4416 MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSUREThT e RATING WOOD POURED CONCRETE SOUTHERN PINE No.2 OR CONCRETE BLOCKill�,r 5'j'•;••••••'G\ ��: litEN%,IA.AN 1 +45.0 --55.0 12" 7 1/2" II & 111 +45.0 -50.0 7 1/2" 7 1/2" FLORIDA BUILDING CODs (Non Nigh Velocity Hurricane Zone) p 2015 TDTECO INC. ASSA / BERTHA H.V. BAHAMA SHUTTER . DRAWN BY IL E C O�Nc. AMERICAN SHUTTER SYSTEMS ASSOC.; INC. wDATE TllllT TESTING&ENGINEERING COMPANY4268 WESTIMAM DRYS aaY wa W"v s..m,ow+rru16 rtonOi Lik WESTPAW BEACH.I LORIDA]]107 __ �•.:wom„-,.+.,.w:lml+I-RNR PH:(80)432-7201 rAx:(561)1.09-8.380 15-088 c--rno3: EB-0500071913719 6Racom DRAWING Ila -�� MA WAITER A.T41R Jr..P.E an„-uI /IA/, SHRST 7 of 7 RLOIEOA Ital N167 REVISI01 sEvr.u x I � , .. p c� u< bC ❑ 3 }0• JP—L� a 0 zV 96'MAfL �D � Q 4 <w oaU) ng IL mow` DOVBLE PANEL WIDTH 80'MA1L(SEE nes2J7 _ TPI0.F GANEL w10GH 121Y'MAC IGGF GIAS:I) EFj7i C] slncLE vAxn vnmx ar MA%.(sEE nese) < " s/36'DUI.(MIH.)ii EYEBOLT ' (SEE MOTES GOR—I) U 4FjWU r2 rl rry PM T•E•(SEEFLe52J)SPARE•D•(SEE FLBs2lJ z--— PART•A•ISEE ne52J) Q m>[ LADIES: � U O L DOES NOi REPLACE RAPFPOVAL FGLB62J-EIF OF F ALL RGI1 LIEH� 2 SEEiLB52J-M PRODUCT APPROVAL GORALIST OiPLL NAlER61L5 ; 3[ 3. 1MI5 t5 AN ALTFPNAIE METHDO NRTNE•INRRIGNE tOSIIION' I. ALL eNR 4 Ls LNEl WMPLIIWCE WDH ASTM-1886-05, Upr ASTM-E-1996-05,lASTM-E-]]D-02,FND ASCE)-IO �J E 5. PLESE SEE nB521 PRODUCT APRbVAL TOR PROPER WALL w J O[ /8'MIN s/S ATTACRMEM METHOD a MARTW2N PANEi BITS Z _ U Q( EYEBOLT NOTES: 0:2. TNESOFMBOLTSTHATGWTBELRED: O i.l. S/lfi'n]'Lk STYLE WRH J/6•LEAD TYPE,SPPFADER INSFIti rn WRH 2•EMBWD (MD,.)PRO CONCRETE/—STP=CE a rJ 12. 5/16•X J'SHOULDER STILE EYEBOLT DOWEL B MV J•(MIND •-9 EMBEDMENT INTO CO—lE/CMII S'TPUCTIPE 21.J.�5/�165DMHM E-)BE INTO NOSTHStP11C111PE ]. MIHTMUM OF 304 STAINLESS STEEL MUST eE MED(NIGHER GPAOES I `\ •• a�' v'o,w•Jltt.. 1 RECOMMENDED) 1 E�1115s ALi�Sjeg ALTERNATE LOCKDOWN ATTACHMENT METHOD 'Db MOD GOR no.% PfifRCE70 Efi. I- N D6TOTSD N ACCOPOANCElw12l a.[ CION IB INE d:G gp.\BUILDING CODE. 5HEET I; ATE OF S-1 it 'i I i ,I i I j I I � I I i I II , ' I I