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480 Ocean Blvd RES20-0053 5 Roll Down Shutters RESIDENTIAL PERMIT PERMIT NUMBER 'AVG CITY OF ATLANTIC BEACH RES20-0053 ISSUED:SEMINOLE ROAD 3/11/2020 ATLANTIC BEACH, FL 32233 EXPIRES: 9/7/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 480 OCEAN BLVD RESIDENTIAL ALTERATION 5 ROLL DOWN SHUTTERS $15794.00 RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170173 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: CUSTOM STORM SHUTTERS DIRECT 826 HULL RD ORMOND BEACH FL 32174 OWNER: ADDRESS: CITY: STATE: ZIP: FISHBAIN FAMILY SUPPORT TRUST 3798 MATHESON AVE COCONUT GROVE FL 33133 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $130.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $65.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 Issued Date:3/11/2020 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER �0_ - CITY OF ATLANTIC BEACH RES20-0053 o 800 SEMINOLE ROAD ISSUED: 3/11/2020 -!`'; �r ATLANTIC BEACH. FL 32233 EXPIRES: 9/7/2020 TOTAL:$199.93 Issued Date:3/11/2020 2 of 2 rj,»iiJ City of Atlantic Beach APPLICATION NUMBER ,�„ Building Department (To be assigned by the Building Department.) 800 Seminole Road E SZO 1 0053 j_� Atlantic Beach, Florida 32233-5445 E lJ Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 4 Uii CEpt(Q &ODepartment review required Yes No LI uiApplicant: rD m (©2.111 Et+0 raw_ tanning &Zoning Tree Administrator • Project: D ��OLJQ- ©(.c�l�S H O Tom.\ Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS - Reviewing Department First Review: [Vl pproved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING yo Reviewed by: Dater! 3 d TREE ADMIN. Second Review: nApproved as revised. Denie . Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/1912017 OFFICE COPY C.o.` CUSTOM STORM SHUTTERS R I 826 Hull Road Ormond Beach,FL 32174 877-670-3737 Toll Free February 20, 2020 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 Dear City of Atlantic Beach: Please process the enclosed permit application for: 480 Ocean Blvd,Atlantic Beach 32233 I can be reached at the phone number above if any additional information is needed. Once application is ready to pick up, contact me either by phone or by emailing me at: rose@cssdus.com. Thank You very much! Sincerely, 4)L Rose Smitht w' a" Enc. FEB 21 2020 Bu1!c!inrt Ponfirtrrpnt City of -OFFICE COPY Building Permit Application updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone:pp (904) 247-5826 Email: Buildin Dept coab.us QC Job Address: � �Q� Permit Number: Eszo Legal Description ,c- 9/6-AS '296 4-red 3 2 3 RE# /70 111- Davi? Valuation of Work(Replacement Cost)$_/,5-i-gieO Heated/Cooled SF Non-Heated/Cooled • Class of Work: DNew DAddition ❑Alteration CIRepair °Move DDemo OPool R'61indow/Door • Use of existing/proposed structure(s): ❑Commercial E residential • If an existing structure,is a fire sprinkler system installed?: DYes DNo N/i • Will tree(s)be removed in association with proposedproiect?DYes(must submit separate Tree Removal Permit) 52110 Describe in detail the type of work to be performed: .a.0-7 7/ 7/ Ata)rd+d `41-^S 74 it owrl /(Lt1P/GGzvl ,_9(04,0 Florida Product Approval# for multiple products use product approval form Property Owner Information Name 1)2t);‘,( ,4 1,V‘Aa;a,n Address 37qg MgYt4 it City ex,)cfo Iwt-6-roac, State Zip 331 3 3 Phone 36s- 33S- O/4L E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) _ Contractor information Name of Company CUSTOM STORM SHUTTERS DIRECT, INC. Qualifying Agent MICHAEL E.O'CONNELL Address 826 HULL ROAD City. ORMOIJD BEACH State FL Zip 32174 Office Phone 944669-592'3 Job Site Contact Number State Certification/Registration# CGC1516284 E-Mail rose@cssdus.com Architect Name&Phone r# Engineer's Name&Phone# Workers Compensation Insurer BRIDGEFIELD EMPLOYERS INSURANCE OR Exempt o Expiration Date 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 the 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. 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. 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 0 AN ATTORNEY BEFORE RECORDING YOUR NOTICE _asc=t�y�' NCEMENT. le,"09.1" gip (Signature of. r or (Signature of Contractor) Signed and sworn to(or affirmed)before me this/5—day of Signed and sworn to(or affirmed)before me this _day of jq ✓� �02U ,byi ic(ea.i/1 ,by— ........��:it e f : �®o .:"P�,;sig itt ilikkiid viRs • 4. Commission#GG 321827 ,� �-,, PATTI L.O'CONNELL • •.. 4. ''Commission#FF 984902 --.."-4,••2.1-• Expires July 29,2023 ( 1 ,yPersonallyKnown OR JPersonally Known OR 'F9�-?.' Bonded ThruTroy FelnInsurance 800-385-7019 .� . R Expires June 8,2020 [17riaduced Identification (y;,. Bonded Thru Troy fain Insurance 800.385-7019 ( I Produced Identification �\ � Type of Identification: . Type of Identification: \y u _ 1 Recorded 02/12/2020 10:20 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL, COUNTY RECORDING $10.00 7.:5•, r v... , e r<•ac•t:tt :c A.ir.6i." -ss;i,:)-3-'i; .p•Eµ:;-: U ::�;.- iv': ,;ic"t :yt�i:iii•.:- _.1+te�^.. r. ,S• '', xid�'•`e »::a " ,a'',;' `.5 r :-: - ;•,?l : :N.1'',.�i :,;{rt_ir,g'•-•''..:• • • .'•S;is. :2,,:' :Ks, .a,: , .:E. • ,Y; APEKE COpY ��•' ;= �r:�'' •�'.:'- t-:�;c '.:' •paj��I't1II,tTaS`�o •Y.1v��3'Clicb• ..' �'�y\:e�:r'.-�! p'r��i�` ,<t2SrJ.:- k:�.T ;G•. :ati»• 4.•:2?,;a.,��.,: :7.-. 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O 'TW1Ca F,gotiqg 1•` . } 9iti g.q Eh illi sQ 0I1R;PR6PEli1'Yr A NOi.10 k6.1rdl18Li9etti Irf itig itRECORDEIL A1R:':'-;.. . • OS'CL'FI ON 1 1Z IO; S Tap OR.•E Zit E VTPST LYSPP.G'TQN t,iFYOt7CND•TO OB'tAIlN.,`D NCNZ,'.i Aa CONSULT:W,flU:Tt`OtIR LENDER O)l AN'ArrOF,NTEY BEFORE CAMRMENCIEiQ#-*BRIG•tPRr ith rte:: ;r` SOUI'.NCJTICLfO COMMENCENIE iirin: • ;::•• ::- '?'•;> -`•:i:: Under penalty otperjury]declart;iiii44ave r oro rtotr i{f cbannene erit enit<ihet'the • :. i' ?, tttel in ercrruo tp the benLofrrny latgywled f d belteE. ',r ;t r `'u":'.("� ▪ i„s,}•C•;'�•'i^G 1• .+,Aa.• • ylf .•r^,-° 1.7. : '7.-: t::i• ,J„ ?�s.`;, i�q¢dic4 t�',a( esac AtI, '.7,� ulyctortPa¢oedlNenageit f1?Si ory' 1�aTote,&r` til�lliee ', » !�{.yT+.t l,F,:r>:4::u •,a -a, .,i, e. ..,..._,'_• . :S.x'y.3..5-!..ti.?Z .C y'r �y sl. M 4_• {-�_,� ; -1,.-,• .i:j. 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'..•.._. .,...T,,,:;',.:-4:,,,:;:_ .,: :S:461. :r �~>�,,,•e•','r•:l ta.' a.•r' r s ;:i%'..•n- Peisoilaii' vioY ''�f%x.'�t.a�rc.. .•x xrn.�, ': !`:....'w ''::5;;>�, .....• -. ,>r .':. :.113NN00;0111YLVd 1k. denttfieati4 1.1!• :� { s`h r w 'bt'7. n:` J rw '-+r.l+ '.A a u+»•a+tn,,r yv i : i P,l' ,,jjr�':moi',• r(1..!n!•`�` - - ,�Il.:-`•eA r,• •1.^ `v,A xl " '`ir.' u 7' �•f...: �. .::'.;;-,•• �. YS'4 �• °4�"�%J! �'f A��p- iJ,•v rpt. ,.::: :-r '-Y •n:4'.13''''''.' 3 4 'd �(y'k 18edc 72 &.... i' Sy PATTILOCONNELL »'• �fZrv�xT y` ,'3u; ' �r ' . Fp. .;1 Comnlisslon'tf FF 984902 r::_7.,:. :r.':._ •7 F,' ;'li a. ` • . trr': liamiseigitio) lam::....:111_ CUSTOM STORM SHUTTERS D IR EC T Property InformationBuilding Information j _._._._______n Owner: Fishbain David Wind Zone: Address: 130 MPH. Exposure Category: B Minimum Building Dimension: 58 ft. Mean Roof Height: 30 ft. j J Risk Category: Il i Design Pressure Calculations Opening I Max Positive ( Max Negative Number Pressure(psO Pressure 22.9 -24.4 2 22.5 - --___ -24.1 3 22.1 -23.7 4 21.9 -23.5 5 23.2 -- - - -24.8 6 22.1 -23.6 7 23.2 -24.8 22.6 -24.2 22.7 -24.2 10 23.4 -24.9 11 23.4 -24.9 12 23.5 _ ------ -25.0 I 13 - - --23.5 -25.0 14 -- 4 23.5 -25.0 15 - - 23.2 - - --_-- -- -24.8 16 23.2 -24.8 OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: Prepared in accordance with:ASCE 7-10.Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Opening `� 1 1. Compact Pull Down Shutter (Compact Hand Operated Roll Damn Shutter) . 2. HV-ACCORDION (Accordion Shutter) 3. Compact Pull Down Shutter 4 3 (Compact Hand Operated Roll Down Shutter) E _ I +� /I\ 4. HV-ACCORDION 16 15 14 13 12 (Accordion Shutter) 5. HV-ACCORDION 111111111111 MI= MI w (Accordion Shutter) U u 6. HV-ACCORDION (Accordion Shutter) O 7. HV-ACCORDION Lj_ ,, :_. (Accordion Shutter) 1'+ Cf) 8. HV-ACCORDION ° O (Accordion Shutter) 9. Compact Motorized Roll Down (Compact motorized) U 10. Compact Motorized Roll Down (Compact motorized) 11. Compact Motorized Roll Down (Compact motorized) 12. HV-ACCORDION (Accordion Shutter) 13. HV-ACCORDION (Accordion Shutter) 14. HV-ACCORDION (Accordion Shutter) 9 11 15. HV-ACCORDION (Accordion Shutter) 16. HV-ACCORDION (Accordion Shutter) 10 -a 5 6 7 8 9 tB a 1 2 cc .o _) LL. SCA,.EN,J l E TONT.Coln • NOT TO SCALE OA It Feb 20, 2020 PAGE DESGRIPTiON' Site Plan PAGE' OF 1 1 , OFFICE COPY .�, PRODUCT APPROVAL INFORMATION SHEET FOR THECITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) U *Project Address: % O 0 a-it £GiVc G z5r- • t Permit#: 2 Es O -DO s-3 *Owner/Project Name: f/S L h./& v� G As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging 2.Sliding 3.Sectional 4.Garage Roll-Up 5.Automatic 6.Other B.WINDOWS — 1.Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11, Dual action 12.Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description limitation of Use State# Local# E.SHUTTERS 1.Accordion A 35 4 , -o ;a A V4Z f L/r50R//63� 2. /2,//`p ES 5 /hu• /a// Gip vA' FL- /7077-AZ 0 3.Storm panels 4.Colonial 5. Roll-up 6. Equipment OFFICE COPY 7.Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates 3. Engineered lumber 4. Railing 5.Coolers-freezers 6.Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12.Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): MICHAEL E. O'CONNELL *Contractor Signature: *Company Name: CUSTOM STORM SHUTTERS DIRECT, INC. *Mailing Address: 826 HULL ROAD *City: ORMOND BEACH *State: FL *Zip Code: 32174 *Telephone Number: 904-669-5923 *E-mail Address: rose@cssdus.com Cell Phone Number: Fax Number: 386-672-3738 OFFICE COPY Page 4 of 4 Updoted 10/17/18 Il 3 / `1 l0 i J OFFICE COPY GENERAL. NOTES: 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. 1. NAUTILUS IMPACT PROTECTIVE ROLLING SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN -3/B"Oz1 1/4"CALK-INS MANUFACTURED BY POWER FASTENERS, INC. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. -1/4.01/3/4" SOLID-SET MANUFACTURED BY ALL POINT. INC. 2. THIS PRODUCT MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS -3/8'0 KWIK BOLT 12 MANUFACTURED BY HILTI, INC. PER SECTION 1620 OF THE ABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) -5/16'0 TAPCON MANUFACTURED BY ITW BUILDER, INC DESIGN PRESSURE RATINGS INDICATED ON SHEETS 10A, 11A, 12A, 13A,AND 15 THRU 26. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED BE FIRST REDUCED TO ASS.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEE1. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT0 100% W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 10A, 11A, 12A, 13A AND 15 THRU 26. GROUT FILLED OR IN ORDER TO VERIFY THAT COMPONENTSAND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, A ANCHOR SPACING 0 100% EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS tial USED IN THEIR ANALYSIS. FASTENERS SPACING 3/8'0x1 1/4" CALK-IN 3 3/4" 4 1/2" 1 1/4"(„000 psi) NOT ALLOWED TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015. 1/4'010/4'SOLID-SET J' 3' 7/8"(3000 psi) NOT ALLOWED THIS PRODUCTS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 3/B"0 KWIK BOLT TZ 9" 4' 2 1/2"(3000 psi) NOT ALLOWED 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA. REPORT # 1030.01-0B 5/16'0 TAPCON XL 3 3/4" 3 1/8" 2 1/4"(2899 psi) NOT ALLOWED AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS. 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, 10A, 11, 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY(UNLESS OTHERWISE NOTED), SEE SHEET 2. 11A, 12, 12A, 13 & 13A. 4. ALL SCREWS EXCEPT END RETENTION SCREW(CS) TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksi YIELD -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. STRENGTH N1D Ni90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. ALL S.D.S. ARE TEK SCREWS MANUFACTURED BY ITA BUILDEX & SHALL COMPLY W/FLORIDA BUILDING CODE -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS. INC. SECTION 2411.3.3.4. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED 5. BOLTS TO BE ASTIR A-307, GALVANIZED OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH. SHEET. EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL, EMBEDMENT 0 100% 6. THIS PRODUCT BEARS U.S. PATENTS #6,095,225 AND #7,409,980. GROUT FILLED OR ANCHOR SPACING 0 100% EDGE DISTANCE C 100% CONCRETE CONCRETE BLOCK 7. ANCHORS TO WALL FOR©SIDE RAIL SHALL BE AS FOLLOWS: 3/4'0 KWIK BOLT TZ 27' 9" 4 3/4"(3000 psi) NOT ALLOWED 1/2"0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1/4"(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 p.s.i. COMPRESSIVE STRENGTH. 3/8'0 KWIK BOLT TZ 6" 4 3/8" 2"(3000 PSI) NOT ALLOWED 3/B'0 HUS-H SCREW 4' 5" 2'(3000 PSI) NO7 ALLOWED -5/16'0 TAPCON XL ANCHORS AS MANUFACTURED BY ITV BUILDER, INC. 3/8"0 WEDGE-BOLT 4 I/O' 4 1/2" 2 1/2"(3000 PSI) NOT ALLOWED -3/B"o KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 1/2'0 HUS-H SCREW OR 1150CE BOLI 6" 6" 3' (3000 PSI) NOT ALLOWED A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: 5/8%1815-H SOREN OR 11101.,E BOLT 7 1/2" 7 1/2" 2 1/2• (3000 PSI) NOT ALLOWED 2 1/4'FOR 5/16"0 TAPCON XL ANCHORS & 2 1/2" FOR 3/e"0 KWIK BOLT 3 ANCHORS. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE NO EIABEDMEN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT, BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: 4"FOR 5/16'0 TAPCON XL ANCHORS & 5" FOR 3/8"0 KWIK BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 7HE STRUCTURE WHERE PRODUCT IS TO BE ANY FINISH MATERIAL. ATTACHED TO INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND 13. THIS PRODUCT'S INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING SUCH PANELS. REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL:ASTM C-90 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITS BUILDEX, INC. 15. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e. 9.1) MINIMUM EMBEDMENT OF 5/16.0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SHALL BE 2 1/4'. NO EMBEDMENT INTO : •• •• • . - •• ;ED EMBEDMENT. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDRIONS DETALED ON THIS DOCUMENT. CONSTRUCTION B.2) IA. -�,BE i, •ISTANCE (E.D.) OF 5/16"0 TAPCON XL ANCHORS INTO GROUT FILLED CELL • BLOCK SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. • BE 4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. :.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE SUCH PANELS. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO ALL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER (C) TO EXISTING WOOD FRAME BUILDING, SPRUCE PINE-FIR-SOUTH(0-0.36), DOUGLAS-FIR-SOUTH (G=0.46) OR OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC SOUTHERN PINE #2 W/ 0 = 0.55 MIN. DRAWINGS FOR REVIEW. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITV/BUILDER, INC. (a)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. C.1) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL THREADED PENETRATION. 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED 017 A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 110 EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 1709.9.3 f f,LORISA BUILDING CODE. ONE•,FAS L k$$HS'-B5 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. C.2) • M EDGE DISTANCE (E.D.) OF TAPCON XL ANCHORS, INTO WOOD SHALL BE 2 1/4". EDGE DISTANCE IS ,.( N. r! BEYO • • FINISH MATERIAL. , ....... .2'..' C.3) IN CASE THAT PREC •. PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS 0 • •H x�,Nr��"taC EA► Y•� • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) THE EXISTING WALL OR FLOOR, •' _ _ BE LONG ENOUGH TO REACH I. • -• RE BEHIND • • • C<Ol i PL*ECO INC. �!► SUCH PANELS. f• �,,��I� Nautilus C4A c fn I11( 8. ANCHORS SHALL BE INSTALLED FOLLOWING AI.L OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S *• • L ��t�Impact Protective Rollin S stem MANUFACTURER. //�4�ppyy..jyy.'yy�L��., t* Z / I L ECO I N C. \ 9 ceDAIS •',. pF/>,:4, ,S TIL11T TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. DAN -� Q A cT r" n.II,715 T9:.SScva rµ4?rx.n 10,tb 1626 S.W.EILIAORL SIHEEI THIS DRAWING SHALL ONLY BE USED TO ,�, •(aRiO '; 44.l .": IIISISn-sx.r,. Im>Im,-,v, PORI ST.IUCIE,FL. 74984 11-243 as,x. l� •-moa:liR .I,;. lcom OBTAIN PERMITS IN THE STATE OF FLORIDA •r •-......•• h 1 P�m.e le;nl ns-9oec rzx:pTx 57I-4990 DRAWING No [yi p \ EB-0MLRJ ) F' r.L%516 � F 006719 W/LTER A.TILER Jr.P.E. ar.,,. a:orma urt m... zu+mw urt -- -�_ -- FLORIDA Lic.4 4.167 ,n/r./'+ SHEET I 0176 .../1./111.' , an,aa,o 3 s ) , ld, � I #7 #6 #9 *110 nr..n' x.su -01.11 #5 #6 eel �4. >' �I7 1 zsoo• �.ow #2 #3 #4 .see ero e.r eeT. oEiw o 'farI I oeo { 40.0' #1 .SNS 3>o I 9 et11ThflmhdflwwIfl_ -xso I ofio_r ovoo In s mAa b -.ur_ ms• f I gyp.) •‘56 • `'� : L �. ;� I .J. i �V 11 •��QETNLA ,-fit+'5�jS tbdSTAWFSSSTF 3.WASI01 • R+.3a3' R1A18' IR 5SI• I I B1.B • BY."4. I INx.x90• I R2.358• ,A2Ae6' IIT-69e- 0. m �� ( !tiRt.5a5' R= I TRUSS HEAD TIOSIXL08E 7HREADNIOTT KOZWI**I IA12(916•)HEkHFADAB THREAD/109 saeM**I na 3 F~ OPTION#1 M rS g n L ,c (01our1tlC( *WOPTION#2(W wASNtea`• I " ^ / :1 a. I n (TYP) L41OR STAINLESS STEEL SCREW i / I I /I DETAIL:G Ayr .S" e a �� . rL_/ l j p4 wo 1� coATEnttttH AC5lv9t -.see'L I I e ") ~ I1 I I w o>0, • Om. �C!IROME E A1R100P> IM - .eo+•- ,623•- &• l. I I / ,,LS 5,4 )11100. BYSUNSELT COATING.LLC .654• Jur (cam f L-OELB ''23- .41•.113FY'19/A IOI(rEtDBRaJOR6. .>m•- .72r .75,•J ''_.7E,• A (TYP•) • !0Tie 196.81siDEt62E51RE+b111 ! SLATS �• �A @1 STARTER SLAT °�, cso �� 61T6 ALUMINUM ALLOY i 606176 ALUMINUM ALLOY O :teLlg SLAT .u_. I Fy+31bkN lmn.1 DETAIL,B. SCALE IQ'•t' &WEAL MALLOY I SCALE 1/1'•1' - Ar7,7• 125• t1 - /MP.) I 200• 428•-j AO' .12• •,.2e0• JD°•92s• Q° u -+. 0•-� CETAL BUSHING w** �� 5.aoo• - e.o0a' 32 �t� ' _ O BUILD-OUT Tse• .125' =.Ha'� * w/ovnoNsnaJoez, C x g d M I SCALE,!I'.,• HIND • I •Yd • ISL • , - +25' _ 250 I a.a0' DEN9RYIA4McA TENSILE 1•_ '(IYP.) ') TENSILE STRESS AT3YIEID:9.1341ai .125• 1.260- 2.426' '"ct 1 FLEJ6RUtLM® lS:5�101 125' ZOONOTCIENACT:85 kW .070• .. (iYP.r ` � -1.siD•-- lam' ©RETAINING SYSTEM:SCREW+BUSHING SIDE RAIL * OE BUILD-OUT TUBE E1 BUILD-OUT TUBE (REDID.AT EVERY SLAT) 608176 ALUMINUM ALLOY 6053T6 ALUMINUM ALLOY 606176 ALUMINUM ALLOY 1 SCALE 10'=1' SCALE:10•t' SCALE 17•r SCALE HT•1' E3 BUILD-OUT TUBE *MUST BE RENEWED BY PRODUCT MANUFACTUR ' (963-36 ALUSINUM ALLOY TO ALLOW FOR A MINIMUM O.OSO'C 4.c00•-- 6.oco- 6534• SME 111'•I. BETWEEN SCREW HEAD AND CANTY AT NON i I _ ._ HURRICANE POSInONS. I 1 (l ___2ow_ -5.003•- -2.SUc--' -x000-- -2.o33---; (}-t•FT�R 000- I ��_.J!ti -a I 0 1/4"0x3/4`ITW/BUILDEX TEK SCREW CARBON STEEL • SCALE 111-•1' 1 - .210• .253• ! t - '(m.) 5- 8 I`..`9,%!//.//P";,, b'- it...) I Q 5/16•0 ITN/BUILDEX TAPCON XL ANCHOR CARBON STEEL ISCALE NT•1- ^ e6 1 I _� M •, >,, 1600• I- �- ..000• x000 --� � `l 318'0 HILTI,INC.KWIK BOLT 3 ANCHOR G STORM BAR OF TRAPPED ANGLE © 4"x6"MULLION . 4"x8"MULLION © 4"x7""T"MAL LI ER A.7, G3 2"x7""r MULLION CARBON STEEL 500+-Tfi ALUMINUM ALLOY 808+-Tfi ALUMaJU )n`aic�`•J� T6 ALUMINUM SGtE1a', fi08,-TB ALUMINUM AL 5081- 6081TBALUMINUM ALLOY 6061-TB ALUMINUM I'1 •�2•' 1' SCALE t?•t• 6GlE'12'•1" SGLE L6'•1' SCALE 16••t. SGLE 38'45' / -• SGLE 3Ar•1' f• ••��i�l4e�•.;1r: FLORIDA BUILDING CODE (High Velocity Hurricane Zone) tel` T C 2017 T%LTECO INC. '�\t►� • CRAB B. *f •0.44157 ti: :: e Nautilus ` I jfj�][[��_ 17:17F03." ,NC. ,�#i,Impact Protective Roiling System 66/24/17 72 a'•, 1,t �� TILLIT TESTING a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. DAIS COMPONENTS _ CC '•5" Sen`S-sl•3I'."Pl a pPOWy n 3311° 626 S W BILTIAORE STREET 17-243 _F� RID E6 _:134„57t_y3a.r..:(mM7,_mit e-mail Ulleco0eal.cam PORT ST.LUCIE,FL.349811 / •••, e.. tE EB-0006719 mine(°00)Tae-9035,10:(772)571-0690 DRAWING H. %ws_.QHA�E EII----' WALTER A TILLY Jr.P.E. --"• wv P.E:/jf�! IR`JE/R E/DATE FLORIDA Lie./44167 m urt. ...nor m• �� ua SHEET 2 Or 76 / 3 ?/ / OJ / / J 1 . I 14 41 14 -,--",-Z1' 14 L:::1 ioioioior „..---2.- itc), ', ...,' k. et 11._:: --I 15 • /i IB ,o 17) 1 SIDE/END CAP (CAST ALUM. OR EXTRUDED) j 2 HOUSING (BACK & TOP) .040x' THICK 1 �© °O .� 3 HOUSING (FRONT & BOTTOM) .040" THICK '�. /� ; '� 4 SPRING BRACKET ,0 5 SPRING ASSEMBLY O i*Dis:,,cfr . 6 60 MM OCTAGONAL AXLE Irill. 7 SIDE RAIL (MAIN SECTION) " • • .� 8 SIDE RAIL (COVER SECTION) III '�- �. 9 ALUMINUM STARTER SLAT .040 10 ALUMINUM SLATS 1-10 ��_ .� 11 ALUMINUM BASE SLAT '':• d 12 TUBULAR MOTOR �, d / 13 MOTOR BRACKET 14 SPRING, GEAR & MOTOR BRACKET BOLTS O- O d ®' 15 HOUSING (BACK & TOP) FASTENERS ice- ® 16 SIDE RAIL (MAIN SECTION) FASTENERS d ! 17 HOUSING (FRONT & BOTTOM) FASTENERS 18 END RETENTION ASSEMBLY AT EVERY SLAT 19 OCTAGONAL AXLE FASTENERS d 20 60MM OCTAGONAL DRIVE CROWN ...00 21 CONNECTOR SLEEVE 22 GEAR - PLASTIC OR ZAMAC CASING �,, 23 UNIVERSAL WITH DRIVE SHAFT ...,„4 �'ro 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING d '� BOX & END CAP ASSEMBLY COMPONENTS m � T d tr'•,4 f„.................` FLORIDA BUILDING CODE(High Velocity Hurricane Zone) ,�•* f •.9 cion nLEco MC ��v►4 Nautilus �"" . _ L c. Afro.Impact Protective Rolling System 09/24/1 T I/� • /�D INCINC. \ GATE d� 's I* 1 EXPERT SHUTTER SERVICES INC. '� S �� r, TICCIT TESTING & ENGINEERING COMPANY d =O�• Q ,,� e1v rp•.Je(:=1;-'1%.r.;,'::':"-'"' oua>: rilicajF'ar�'riii TrN 1618 S.W.fiLLTYORE STREET ) —243 -40.\•.•AIRIDI�,,. �� N. e-mail:Till .r.;l.com PORE ST LULIE,R.J�964 ..,„...,...../1. l" , •,� E6-0006719 PHIeIE:(800))t9-10:6 FAX:(773)en-09•e DRAWING He �/y��"L/ii 1 WALTER A.11LLIT Jr.P.E. cry 0=1111101 YR M.No SL•l/JI iY ATE FLORIDA Lic.II 44167 , m ifsre anV�1 � urt SHEET 3 OF 26 ``J '."�,..Nv1 BOX ® 6 & Y/7 ,--BOX I>V/9 ©o REAR 1 V/9 0 REAR 1 Y/6 & Y/7 mP.) / K (TTP.) AV- \ \\\\\\\U>>\\\\ y‘A\\\ :�:v\" ;'�ANv,.�\\\\ �1\�\$\\\\\\\1A\ A\A�\\\��2C\\\\\:A\v\\V'�AV` E D CAP EN a CAP {END CAP.- .1 I/ I/ ..SEND CAP - #1 un time stirs — sun Sun SLATS t a #4 n SLITS I SLATS { J #LATS 4 III #5 ® \\\/// ' / w '��-" SLATS 0/8 SLATS o/8 zo 86 `"SLITS 0/8 01/6 5)61') O/8 W O'/8 01/8 o Sun 7I .F ' ' -.---SLATS r/x W/R r/x_ r/R SLLATS Q �A �� 1 I S�LITS--- O (Typ. Eo. :ND) J (Typ. Eo. END) #9 I #9 SLATS — --Sun © i #10 MATS O(TYP) ,. — — NTD _"-SLITS (T //2////✓✓'//// 4%✓✓✓✓/✓✓////////////////////////// //: STORM BAR SPAC ✓i7/✓✓////7"/////://7/1,1i✓✓//✓✓/"/1/... ✓✓/i✓✓7./✓✓✓✓✓✓Z.//�✓✓// 0 I>Y/6 & Y/7 SEE SHEET 22) B 1)>V9 I)V/9 �Y/6 & Y/7 M6..SLAT SPMI I / (SEE SCHEDULES ON SHEETS IS&20) Nov. SLAT SPAN TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS *, ** (SEE SCHEDULES 0':SHEET 15) 1 NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS * N.T.S. NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A PRODUCT HEIGHT: * CASE 1: PRODUCT HEIGHT EQUAL OR LESS THAN 11'-0'APPLICABLE TO INSTALLATIONS WIG STORM BARS, W/STORM BARS OR W/STORM BARS &MULLIONS WI HEIGHTS UP TO 11'-0-. (o) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY/2. #3, THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#I SLAT SHALL BE CONTINUED UNTIL TOTAL PRODUCT HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT®MAY VARY WITH PRODUCT'S HEIGHT. (b) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. 0A••r''•• ** CASE a: PRODUCT HEIGHT LARGER THAN 11'-0"APPLICABLE 10 INSTALLATIONS W/O STORM ,,��f,. .. /4\ ,' ..... ...... /4 > FLORIDA BUILDING CODE (High Velocity Hurricane Zone) BARS AND W/ OR W/O LIULLIONS W/HEIGHTS LARGER THAN 11'-0". 1� r ..1•• i y C 2017 PLTECO INC. :',"% • DRAWN et (a) CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY)'2, N3, THEREAFTER,ALL �,441 • : Na u til us L C. THE WAY DOWN. EACH SLAT# SHALL CONSIST OF MIN. FIVE (5) SLATS OF THAT SLAT �cclL NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE ` q►�Impact Protective Rolling System 05724/17 CONTINUED UNTIL #10 SLAT IS INSTALLED.AFTER #10 SLAT IS INSTALLED, ADDITIONAL#10 i I L ECO{Nt:. , DATE SLATS MUST BE USED TO COMPLETE THE TOTAL PRODUCT HEIGHT. ill eft ,• TILLIT TESTING A ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Q J 6131 1H. e 91_6'.XS A05'5 6A 1>.6.n 51115 1626 S.W.BILTIAGRE STREET ll e :iwamn-ac,. :(X5)67,"1551 1 7-243 lit .QRIO� ,: ,, c., 7c. PORT ST.LUCIE,FL.34954 (b) BOTTOM SLIT®MUST BE ALWAYS INSTALLED. A(4 ...... {� a-mail:IBleeen00Lcem PHWIE:(600)749-9056,115:(772)671-6990 DRAWING No .4.4."--re 41i.. / ��S�'6 II EB-0006719 O11�oryy{---- WALTER A.TILLIT Jr.P.E. P.�. Ll PIGNA7N�jOATE FLORIDA is.#44157 I CO N-6m ovumm4 PAR SHEET 4 cr26 I3 ) / / .„ __,..... ,......_ 5/16'o TAPCONS XL 0/ { 3 16.0 TAP . XL w/ 1/4.0.3/4'ITW BUILDEX 1/16.0 TAPCONS XL W/ 1/11h3/4.OW BIAIDEX 5/16..WWAS IQ ii, I 2•Min.PENETRATION @ .0{ 2 1/2'Min.P • 'TION& TEK SCREWS W/r 2 I/2'un.PENETRATION tr TEK SCREWS W/I• 2 1/2'167.PEKTROOt 6 x1'0.....060'GALV.STEEL J 0.0.:0.080'GALVANIZED 1.0.0.00.060'GV.V.RIS ib.0..0.060'CALv. TEEL 1•.I 51/8.OR EXISTING 11000 I•a1•a1/6'OR 0.0.62060•GALVANZED IbD.10O8a•GW.film '�WASHER 24' .c.TO WALL • EXISTING WOOD STEEL WASHER 0 24• WASHER O 74'oc. EXISTING WOOD EXISTING WOOD WASHER O 24'o.c. • WALL TRUSSES OR-- 2%2%1/8' O TRUSSES OR 7'07'0./B'- MED.WASHY 0 24' wASIER O N'uc A OR TO TRU S/RAFTERS OR TO TRUSSES - \ .c.TO WALL. 10 TRUSSES OPRO'UL • —T'USSES OR RAFTER. 1-TRUSSES OR RAFTER I / RAFTER µUM:NUTA TUBE )( RY1ER-� we( o.c.TO WNL TO WALL lYt CORM.1) 10 WALL ATTACH 5 I6'0 TAPCONS XL : WOMB, _ 5/16'0 TAPCONS XL JC y/� / /�/� W/Z tETR ION .: W 2 1/Z'Min.., \ -4411111111 . .1 ..0.........._,.... II / l ./ PENETRATION I i /PENETRATION �1- '11t • 1)1 O 2C o.c. o. 0 24"ce. / _/ (2)2•.4'OR -- )2•.4 DR I I ( 11." 111E. � -13 I - 2•X6•CONT. '16-CONT.. I •-� ,�! IZ 2 04 OR WOOD HEADER OM HEADER 2 w6'WNT ► 2?'8'•CONT.R REQUIRED _ ! UIRED N'000 I{EAD6R 2 WOOD HEADER l �� v� REQUIRED -le REQUIRED I . \ , • 60CE 0 i ENO CAP EDGE I� •� LENO coEDGE• I ,� 43L—EN' GP 3, EDGE \\, I ` \ i 1 ) OPENINGIII'\ ,�• OPENING I --:1 R OPENING `1 1 \ _..i O : OPENING 4/\\1 • 1.---END CAP OEXISTING 1 1 1 ' 1 / 1 1..- L- g 1 EXISTING 1 GLASS n EXISTINGII I, 1 i EXISTING BEYOND). I '� O % (BEYOND) i ') IV (gE•rpNO)GLASS f�l I III O GLASS D) { D(IkAgRDRIFT Riyf ORI I b O(2)2'X4'OR I I MM. I Ii 5 SZ ® S� __ . ® _6 i � , (Z)7•.6' �' SEPARATION II(' }' }1 I 1 O o w (2)2•X4'OR IL' L �TO GLASS I = 206r (SCE �"CII n TO GLASS 4 WOOTST+F2T ZO) = 3 \\ 11 ` 611 1 '1�3. (STF�6OlDL1E 0v 3 O 16'O.C. \ `. \ (SEE SCHEME RI I' h MAX.REQUIRED ` ) REOUIREO. \ 1 I MAX.REWIRED SHEET 20) (SEE SHEET I EE ANCHORS {': SEPARNi9lroN (SEE SHEET 20) wr (SEE SHEET 20) 20)15 1 ,,i SCHEDULE ` ar' ,_z 1 �i I S ' 1I ON SHEET 2t � 1 (SFE SQImD1E Ox W Q I 'I . g1 Ii� s¢Erw> 0�8 1 1 Fir 0 811 \'i 0/8 '�\ 0/8 2'4/4 oR \1 ,\ -1 I it j I I- : ^— wau nr so Y0 ) SEE A+GMORS 1 SEE ANCHORS 1')2'6' .I \ I SCHEDULE II I I SCHEDULE I i n� n EDGE 0[ \,\ ` 7110 1 N1.WOOD \\1`I r ON SHEET 21 EDGE OF Ii �f ON SHEET 21 j O' • OPENING A III■.■ D O 16' 1 t1 I, X11 OPENING' j `�, • \. ''' TAI 0 1 •G MAX. \ 1 1 D 3 • I '*�_ lit ' 0 I I E,..........,,,„ 1 1 2•.1 I 2•.0.062' R.0 SHE. 1 I i O I, _ 2'.4'.0.062'.CONT. ! C RULE ' CHORS I` _t / / ( ( ' SHEET 1 _ ' I E._ 11, ' S 11\��\E_\.Ili .CONT.ALUM.ANGLE 2.i II \1 E...N+11 ALUM.ANGLE , ON SHEET 21 I 7 �5/16.0 TAPCONS%L 1 f 1 6/18'0 TAPCONS%L \\", \ \ w/Z 1/Z'Mn 0/8 l I' �i 0/8 \ 1 \ •I W 2 1/Z'Min. 1' \• \ PENETf1ARON \ I 1 PENETRAT1011 1 ` Nor y z•.4.OR 2•..• �� MASH O 24' .. 2'114'0' rat.. 1 • i•S wru Rrsy I '', 1 `Wu nrasH 0 2s•1.0. 0�8 j 0/8 CONT.W000 I .1 2'.4'OR 2'.6; CONT.OR 2'.6 '"\ • EXISTING ••. CONT.W..0 \ '.'' 1 I•1 CONT.WOOD ' \ • EXISTING WOOD CONT.WOOD ,�1y1,,,, \ CONCRG W000 BOTTOM PLATE - \;N•'' , DECK OR REQUIRED -HI, DECK BOTTOM • -Tf EXISTING W000 BOTTOM PLATE DECK OR BOTTOM PLATE \ CONCRETE S� • E'SLAB REQUIRED \ / DECK OR REONRED CONCRETE SLAB REQUIRED (SEE SHEET 20) -EpNREO. (SEE SHE 20) ` 0 CONCRETE SLAB (SEE SHEET 20) 111=111 I REQUIRED. (SEE SHEET 20) -.C), RED.l _ REQUIRED. _ B '�.. EDGE,van - - EDD • (0 APFIJENITS WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILDOUT MOUNTING SECTIONS Y—Y INSTALLATION DETAILS ON EX,J.StTe1.N• G WOOD BUILDINGS N.Ti54j/1 k. N,NL.e•��I .! FLORIDA BUILDING CODE (High Velocity Hurricane Zone) G 2017 PliECO INC. ��lI No.44167 t cm, t.VS Nautilus °""L R"` . �- •A:I / ram&Impact Protective Rolling System 08/24/17 •O v'. 1 1 ,� IOIMC. \ OATS 2�0...F' ", • �` TILLIT TENTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. _ •. ORio.. ,•�[. ,\ MSS H•1c W.Sc,0..x5.NAM)utas,n.v.6 1626 S.W.BILTMORE STREET tl #[ Pm. tw2u1.-ISz.r,.:(365.7.-.v1 1 7-243 �_�(N(•f•'••....• \ 16, a-moil:Ulleeo6001.cam PORT ST.LUCIE,FL.34984 �S-()NA - 6661111 EB-0006719 MIME:ma)7411-9006, (712)111-0990 DRAWING Na f FI}I -r`r• WALTER A.SLUT Jr.P.E. Mrt Sousna CM H.E. Jti llP )l)IOPERIe/DATE FLORIDA Lic.N 44167 0u.I-or. ano., . SHEET 7 GT 2,G 1 _. 1 1 ( ) 3 ) Min.1.0. POURED CONCRETE .n.E.O.--1 �� I \ O O O ^ POURED O ORS.J)� I Min.E.D. — OR GROUT FILLED�� F OR I OR`,1 v \ POURED CONCRETE BLOCK \ 1 SES \ CONCRETE OR CONCRE O�O (SEE SCHEDULES ON (SEE SCHEDULES ON (SEE SCHEDULES ON CONCRETE OR \ CRWT HUED CONCRETE O4 (SEE SCHEDULES ON GROUT nLLEO SHEETS 17&18) SHEETS t7& 18) CONCRETE BLOCK SHEETS 17& 18) GROUT FILLED— / K GROUT FI / I CONCRETE BLOCK SHEETS 17& 18) Bloat 2.7so / © . \ \ S. \. \ 0 4'o.e. C) DOR® 2• 0 O JBL `i Mina @DR® L I2 OR,• /� Q1/2• 1/4" M n. I _ F� �' Immimme. p{ ^ 1 e . 0 0 a'o.c. 1/2•, 1/4• 0`i"%.c r OR ix SUP \ ,/x-, t/P & _ oR +/B•suv oR ,/e"sup 1/2'• ,/A• 0 SECTION W/ STORM BARS FLUSH MOUNT (WALL) \ DR 1/B"SUP \ TRAPPED MOUNT BUILD—OUT MOUNT SECTION P-P (PLAN) BUILD-OUT MOUNT SCALE 7/,6-- 1• SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE:v4• /.--©OR�I 0oR� ©OR —. 4I r OOR�� 4___��I 1_ 2:1 .- .750 o 0 4©o.e. *O I © * o a"o.a 0©.c. A O 0 4"o.c..\ 0 4 o.c. 1/2-,/4• D r �, 7� r if ° O OR f/8 SUp QD ,r :t�"� �� ••�t 1 Milfiir.,,I' TP ill � ;r_ s SECTION Q'-Q' (PLAN) /2 —i4 1/2=,1/4 1/2'. tie l/2-,—/4, \ I/27�-i44- 1/2", v4" ORIENTATION #1 DR 1/8•SLIP OR 1/8"SUP OR 1/B-SUP OR 1/8•SLIP 'i� OR I/8•SUP OR/1/B•sup _ O ..0 GI G WALL MOUNT END MULLION SECTION 0-0 (PLAN) SECTION 0-0 (PLAN) SECTION R-R (PLAN) SECTION R'-R' (PLAN) ©* ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & /2 ORIENTATION #2 qa • c a G.e. 0 WALL MOUNT END MUWON WALL MOUNT END MULLION WALL MOUNT INTERIOR MUWON TRAPPED MOUNT INTERIOR MULLION y INSTALLATION DETAILS INTO MULLIONSG),(.G1,(G7&G3 :-2,...7.11. rrg scut:I/8 . I- - 1/i/r'LI 1/2=i/4• •y \ \/ (Tl T/ OR 1/B-SLIP OR 1/8•SUP i, / (2) 2"x4 O `J D 2••x6" STUD EV O. 2) 2"x4"' OR �. � / (SEE SHEET 20) (SEE SCHEDULE * O ®OR C�tl L....1 2"x6" STUDS Eo`hD ----0 ON SHEET 21) ALTERNATIVELY TO H " A (SEE SHEET 20) T (SEE SCHEDULE MIN. 1/2" •1 1/4°0-20x3/4° S.S. M.S. y /` ON SHEET 21) PLYWOOD-1 W/ NUT MAY BE USED SECTION Q'-Q' (PLAN) MIN. 1/2" /• ` FOR THIS CONNECTION ORIENTATION #2 PLYWOOD— ,1/ '\ to WALL MOUNT END & INTERIOR MUWON 1.750• 2.250 x•i 1• _ 1'r'FA A. L.,..._.: •! 111 �i•-. OR/1/8"SLIP y; © L,'I� r j•••••••" '. FLORIDA BUILDING CODE (High VelocityHurricane Zone) -o 0 4"oe. o, 1/2•. OR I/O• -IP O `� �.,A c�•" C 2017 TILTECO INC. ��!►j FLUSH MOUNT jWALLI BUILD-r T MOUNT $ *( - /+ �,,,+ Nautilus L.C. •# / 'L E C 0 I M C- \ ,j ji Impact Protective Rolling System Ge%4/17 SECTIONS 0'-O' (P I.O 11, TILLIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC" as 61`55 uq..Je(J I.Ste.XL VA.,.w1e1Ne,n vin 1626 S.W.BILTMORE STREET �J`r� ace7 ''''l 17-243 -- .•• 1 a-mall Wtec3Oeel eom PORT ST.LUCID,rL 34884 INSTAL DETAILS IN • - TING WOOD BUILDINGS S/0./A1"•"r6\,11' ER-ODO67t9 PRONE:moot Tw-sme,FIX:(nt)e7,-0550 DRAWING No SCALE: I/4'"1- ---- - -NAW—,ol.-..... 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NVdS 1515 'NW 'X59 ./M moon ONI158 NVdS NVdS 232300 rl•w.ua-aide 0111 3641553234 ,1 0101.a.r 1110 'NIW NOHONV IX NOOdVI 0.9115 3(0110 0.01•0-51 1110 'NIW 6105)0611 IX 6103,2510,9119 (99 1915 04).»r), (11)own. 6101530 3(05610 000M 351150/wnmXYw 1850 3611504 wrrllx 71 3591 JO)016 Ot 031Y53w WO NYdS 90'51 0101 9SV 390091 O11 3611503 X339®3046 19991176 391 1801 0055 363031(96 393.604(4339139 18TH w111CM 391 01 NOILWV4'35 191'1 0369)031 105 761 N/ds 155'X111 XSVy t1 (1 inn OM OSv 3WIDY •asv 36 11119011351 060109N 9 1 O3N1SOKI/G39133 311V•1015411 TOIL 123VH0 /r masa TgII 19VHO TA°I 1231VHO /A�esn TQI 18VH0 l 115130 NO SNOI1V11WIl aid S5'504115,IX„Z/M 000138 Z1151.30 634 4859 W601S 0/76 SNOI1VITY1SNI 000139 Z 115130 834 0659(116010 0/00 SNOLLV11VISNI Sl1VM S3VIV84 000M 804 3dA1 SN11Nf10W 10000234 ONV..9/1./115 603 8011(06103113(1013 l3l008d ONS O s 0)ON1191 38fSS38d NOIS30'0 S V W11WIXOW N36)0 5 604 804 N011106001N(101319(10064 am,(19d)ONLLV6 98050384 NOIS30 O S 5 WnWIXWI N3AIO V 804 1VlS'8'54)ONI1V133af1SS3ad NOIS30'0'S'9'30V89 000M N3A10 V 9103 SSY1)01 NOIIY9Yd3S Wf WINIW ONV NYdS 1515 WOV)IXV19 (d1IS.94 9104 011VA AINO) :T oil 4. T qII 19155)0 3ONVWaOJN3d LSiS (4110 2/1 9104 011VA A1NO) Taj JSP t qj 18VHO 33NV018047:13d 1VIS ( Z 3 1 � / / MAX.ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN PRODUCT MOUNTING TYPE,WOOD GRADE,A.S.D. DESIGN PRESSURE RATING(psf)AND SLAT SPAN RANGE * WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) MAXAS.U. MAX.A.S.U. DESIGN SLAT SPAN RANGE DESIGN SLAT SPAN RANGE WOOD GRADE PRESSURE WOOD GRADE PRES RE RATING 0'-0'!04'-5* O' '*>4005• >5'to *> 7'*>7to7*>9'to10'. jRANCE(O.e.Q o.ad S 30.0 6" s 30.0 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 4 3/4" (G=0.55) 50 6" (G=0.55) 50 6" 6" 6" 4 3/4" 3 1/2" 60 6" 60 6" 6" 5 3/4" 5 1/4" 3 3/4" 3" DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 6" (0=0.46) 40 6" (G=0.46) 40 6" 6" 6" 5 1/ 5 1/4"..41/4" SPRUCE(GINOE3 IR-SOUTH s 30.0 6" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 5 1/4" (0=0.36) BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) MAX.A. .U. SLAT SPAN RANGE DESIGN WOOD GRADE PRESSURE d-4'* >4'-6'* >5'4 * >C-7• * >7•-9'* >9-10•* RATING 1111D-OUT oo o-art/,uw-aut yxo-our,_e(0o-art src-aur 4Ra-our euao-art b.* -avr w 0D-our auto-an euao-our RANGE(a..t) mow w,i)MOUNT wM MOUNT w4)WOW.4)MOUNT w/f. MOUNT W4)MOUNT W/[E ucton w4)uwNr VIM MUM W/)MINT WM MOUNT WM) s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" SOUTHERN PINE #2 40 6" 6" 6" 6" _ 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5 1/4" 4" 4" 60 6" 6" 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" 3" 3" DOUGLAS-FIR-SOUTH 5 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" (G=0.46) 40 6" 6" 6" 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE PINE-FIR-SOUTH s 30.0 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5" (G=0.36) *NOTE. „QQ• P T1Lilt MAX. SPAN FOR SLAT FOR v •• 4� ”/ •• FLORIDA BUILDING CODE (High Velocity Hurricone Zone) A GIVEN A.S.D. DESIGN f • iiii•••, PRESSURE RATING SHALL Q cion mreto INC. Dnp • DRAWN e NEYEB EXCEED MAX. SLAT syn 441ST ; ' x;,11;, Nautilus LC. SPAN INDICATED ON SLAT � ' � _ / 111 .ImpactProtectiveRollingSystem Gaffs4SIT PERFORMANCE CHARTS ON *1,-- yCt ( IL E C O�NC. �,< SHEET 20. ;�Q /./61613) :/r $1'' TICCIT TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �1 ` 6754 Nc.730. a.xa fm• 17-243 "rO•••,•� D QT',•' �! :17aiilii-t670 .M(w7Ni's',ii, PORT S.W. UCIE,0RE STREET •.Lin+ • S e mail:tillecoOaol.com ST.LUCIE.R.34984 PG&E:moo)149-60.56.EAe:(7121 871-0iro DRAWING No 12�_F` .y,•9�•.`.•.'...•0_el WALTER ER-0006719 000 0.4.P.E. P .. MMFIX�(RCt9DATE FLORDA Lk.II 44167 a o.xm WP�,r a•. amnia, MT SHEET 21 Of 74 GENERAL NOTES: 1. BERTHA M.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th E. OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. ` DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.55,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 19&20. • • IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.O.DESIGN WIND LOADS AREA ): NV BLADES")- & �! BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. GENERAL NOTES SHEET 1 N ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED, WERE NOT OVERSTRESSED.A 33 5 INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS � USED IN THEIR ANALYSIS. BERTHA SYSTEM COMPONENTS 1-20 SHEET 2 ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER A SYSTEM COMPONENTS 21-37 SHEET 3 REP. TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 -HV BLADE er •214.01-03, #0715.01-03.#1004.01-05, #1214.01-05, #0317.02-06.#0609.01-10 AND #0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS & #1220.01-10 TAX 201,TAX 202& TAO 203 PROTOCOLS LARGE MISSILE. AREA 2: HV BLADE(i)AND WV WINDOW BLADE (j -HV WINDOW BLADE I3 #0505.0-•- : 201, 202 & 203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL. IWHERE APPLICABLE) 2. HV BLADE pi AND HV WINDOW BLADE e ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 3. BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 1452.75 AND# 14X1.75 RESPECTIVELY. 410-NT MINIMUM INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPUCATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE ALTERNATING DETAILS HV SHEET 9 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 317 ksi AND 35.7 ksi FOR 6005-T5 ALLOY. MAXIMUM SPAN. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi MIN. TENSILE ANCHOR SCHEDULE-CONCRETE S SHEET Ti STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kW MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE(0 : 12.13,14,1 M,15 AND 20 ANCHOR SCHEDULE- WOOD SHEET 14A SHEET 15 HV BLADE QI &(3 WORKING IN UNISON: 12. 13 & 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS SM--)(R, WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,552.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO END CONNECTION DETAILS 7-12 & X, WOOD EASTERN METAL SUPPLY, INC. SHEET 18 9.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. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL AREA 3: HV WINDOW BLADE ;1A ONLY HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND HD LOCKS. TYPICAL SHUTTER ELEVATION SHEET 19 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION AREA 4: WINDOW BLADE ;ONLY WHERE PERMIT IS APPLIED TO. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 13. (a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D.. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. THIS DRAWING SHALL ONLY BE USED TO (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 OBTAIN PERMfiS IN THE STATE OF FLORIDA J BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. PSA a t�str. c FLORIDA BUILDING CODE (High Velocity Hurricane Zone) f,Pee'�},ri ENSF••.,4(104„ 0 2017 EASTERN METAL SUPPLY, INC. f* '- BERTHA NVT •' / IILIEc 0 I N c. A•S•S A Accordion Shutter System k.9. aF r *' ■ ■ ■ ■ H V. BLADE#1 vi/OR W/0 FIN. wtix w BLACE- i Q $ TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REVS, DESCRIPTION DATE DRAWN 60- ML O '• F 44,` Association, Inc. OLD 16-0e0 oe/02/1: DATE: oe/oy,7 {�s inglT)a �, , 6155 H.W.]61h.51.,Sle.705.WRGINW GYTDENS,FMPA 3]166 '�-"U•• •- \�,� Phone:(305)871-1530.Fax :(30.5)871-1531 4266 West Roads Drive s - -s/O NCj .-mob:Ultee0000l.com West Palm Beach, FL 33407 3 DRAWING No NAL EB-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 4 1 7-122 WALTER A.TICCIT Jr.P.E. P.E.SEAL7SIt ATURE/DATE FLORIDA Uc.#44167 5 SHEET 6 1 OF 20 z V - g ( 2_ , 1 eo 1 , „ f SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV �A / 41 3/5 r (`—��/�� J/ 12•MIN CLEARANCE 10 HV BLADE t O \ ® TO BLADE T — )625 ND 1675- - © HV BLADE 1A II....!II pp �\ . E HV WINDOW BLADE 0625' s .0625 .0625' ® HV LONG RECESSED NYLON BUSHING 1211 un _� ~ B e OPE rfi 4 te7s' T _ to KN KLE I .0625 Ej HV SHORT RECESSED NYLON BUSHING ^ ) o.ofiz r, .... ..® HV NYLON HAT WASHER Q OR ® Y1.3)--,,,,,l FLAT PORTION (---R,,,-„,,41 HV WHEEL CARRIAGE AISI 302-303 SERIESnill r a —�BLA 3 0.870"x3/16" THICK NYLON WHEEL. SI - •, or a 2 7/: MIN. 44. Nv WINDOW ``7 0.188"0 SISI 302 SERIES S.S. RIVETS II me n • 315.0 SEP O• 03.,,,, rall_. 03 7500" * ft I 11 m. B :N .0625-_, ,0625' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR BC: L_ I ::. j s f 5 3/4• a x r-r -1 ON CENTERS N ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * �' 4 $ 7500i:t �� " 21//4• FRTFRIDR FI104005 POLYCARBONATE IMPACT RESIANT HV WINDOW I� t TeETsN TYPICAL HV WINDOW BLADE ® AND OoR "I i� ® Oil POLYCARBONATE HV WINDOW DETAIL 3 ® ® or N.T.B. ((SEE NOTE FOR REOUIREMENTSj I 0 O ta I • *POLYCARBONATE IMPACT RESISTANT HV WINDOW �4 1\ BAYER MAKROLON 3103 POLYCARBONATE * I v 22"Mw,CLEARANCE RESINS, UV-STABILIZED GRADE OR SABIC }jV PIN jtEOUIREMENTS AT EXTERIOR BLAD KNUCKLE FOR p""�'�"" 1 )\r________ TO BLADE BOTTOM INNOVATIVE PLASTIC LEXAN 103 RESIN }IV(1) HV(. pH Nli 4 5� t. 1 O OR Ig I �� (SEE NOTE "F" ON SHEET 19). o2 i ' i (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR \` ®. N N° BOTTOM KNUCKLES OF HV ACCORDION SYSTE W/ NV 1 OR POLYCARBONATE SOURCES FOR NV t BLADE. TYPICAL SHUTTER ASSEMBLY II EXTERIOR APPLF.�F s. RESULT (2) NV PIN ® MAY BE USED IN UEU OF ® ND ONLY AT N.T.S. 9) NV PIN®oE(s�AT "a .....POLYCARBONATE am wee mese EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIO SYSTEM W/ NV 0 CD 324•_, 1 BLADE'S KNUCKLE. '\,t et661GL: �"� BLADE WHEN CORRESPONDING TO INSTALLATION I I", SHEET 7. (SEE NOTE * FOR scEUF c cRA n Arm 0792 0.043 16/16. 0043 b!' .048--I-- /Qt } REQUIREMENTS) €3333 y TYP. �� , I TENSILE 11EID STRENGTH ASTu 0638 9.400 pw.I. 9,500 IN.: (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THTC• S.S. WASHER Q�� F XSORL STRENGTH AT IELD 4514 0790 12,500 pal 13.400 Py. SHALL BE USED FOR DIRECT MOUNT INSTALLATION • R DETAIL X, .8>9„ . .°+%' aleeze I FLEXURAL NODw 5 ASTM m9D 340.000 p.3. 340000 p... SHEET ® itit 00105(4 1200 ASTM 0256 le 17-10/18 17 FT-10/inFIREFIRE BIIRNI,M µ?Ar,e"K7x9. iilg WHEEL CARRIAGE DETAIL WOKE DENSITYSTS.02843 47.2. 645.SOX f.s. MEMBLY LAYOUT RATE of BURNING SIM D635 C-1 CMS C-1 cuss SELF IGN010N 0574 01929 1040 F 950 y KT= 4. ...... g ( z_ - / & z , , Ty r q,•... *NOTES ON HV LOCKS AND CENTERMATES; ®•®' Q'•1E•1).� °• y, 1.MANDATORY CNDTTION it ONE HV LOCK 24 or 25 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN!� 1L '1t' OR 12"ABOVE OR BELOW �1 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTAL.�4TIONS AT ANY O' O' �.! 7 �:J' Or o I 1 4. IF• ELEVATION. HV LOCK I24 or 2,, MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 21 OR • / � '�, ,r).{.0 CENTERMATES W/(2) 1/4"0-20 x 1/2" LONG FIAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _— I _ ___"_ 1 — I 1 I 2. WAITED MANDATORY CONDITION #2 ALTERNATE; MAI TORY CONDITION #1 (VAUD ONLY FOR r..,. FLOOR/CEILING INSTALLATIONS. TWO HV LOCKS D..OR:2SS OR ONE HV LOCK 24 OR 125 W/ TWO I. II II._ �' LOCKING RODS 3§ AT TOP & BOTTOM SHALL BE USE FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. al®`\ MI.''I 1 I I � HV LOCK 04 OR 0 SHALL BE ATTACHED TO OR(2 CENTERMATES W/ SAME SPECIFICATIONS AS PER ,I�. 1.:' MANDATORY CONDITION #1. LOCATION OF LOCK7LOCKs AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL ,�. •�'' 'Y 3_HBO-fir SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE {�3 ON SHEET 12. Hoe-N� v� J �J 3. QPTIQNAL DITION/1• IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV A �/ LOCKS 24 , zOR 2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES j1 r-� � ®• OR( SHALL BE AS INDICATED ON NOTE (1)ABOVE.N 40R 5 v Oat 4 LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. _ '0 IJ,'/ 4. QpT10NAL CQNDI11ON 0/ALID ONLY WHEN MAIJpATORY CONOm0N t1 OR LIMITED MANDATORY GOND1110N A � / f2 IS USED W/11N0 H.V. LOCKS• LOCKING RODS 35 ARE NOT REQUIRED AT URRICANE POSITION. BUT MAY �gn f ,j//7 BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE '�� , MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). MH • 6 DC-HOC & £ 5. MANOVORI'CNDRIN/2;ONE HV LOCK SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN es b iS sS 818 5 AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 12 or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, g 3' ATTACHED TO p CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 _ Oj • "85.B y�' AT TOP& BO OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. N�+�� S MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. i' �1 V 8 g vg��j �-NJyp b ti 6. FIRST Al TERNATE TO MANDATORY CONDITION#1 VALID ONLY FOR HV LOCI{ WW SYMI�TRIGL CE ITERMATES, F,cn V OR�2 • ONE ALTERNATE HV LOCK R6 MAY BE USED,IN LIEU OF HV LOCK Q,(�-or 5 FOR ANY SPAN AND Ik1 INSTALLATIONS AT ANY ELEVATION. AL ERNAIE LOCK `�6 MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT S) \1 OF 1/4"0-20x3/4"S.S. THUMBSCREW TO 23'. OR CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. f I I I RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO • LOCKS AT 1/3 OF SHUTTER SPAN. SEE END' II E — 7.MANagpRr CONDIDQ•I 83 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE HV LOCK or R�or�6' SHALL BE CONNECTIO Ot E H r . x L \Ler/ 1 �� T E98AT AND OR 2 OF SINSTALER SPAN LATIIONS ATOR ANY SPAN ANY ELEVATION•HV"LOCK Dor BELOW MAY BESHU SED AS ANR SPAN FOR NSIDE ORS UP DETAILS ON c> () 0 0 (> m©r C> (.> O, (> OUTSIDE LOCK, ATTACHED TO'0J'� or SYMMETRICAL CENTERMATES W// (2) 11//4"-20 x 1/2' LONG FLAT HEAD S.S. SHEETS 10& '" `,'18 TVP. FULL mr M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUT IEH ELEVATION. USE OF LOCKING RODS S8 W/ 'SBHEIGHT. 1} ___ —UNLACED W10114 OF OF •RNER OR S? TOP AND BOTTOM IS COMPLETELY MANDATORY. C RMATE *NOTES ON HV "T" LOCKS AND CENTERMATES: ©°"®°R®•0-0-0.0°. 1. SECOND ALTERNATE TO MANDATORY CNDmN fl VALID ONLY FOR IN'T'LOCI(SSI QND CENTERMATES a AND �� _ ONE ALTERNATE HV "T" LOCK 3O MAY BE INSTALLED IN LIEU OF HV LOCKS 2d.OR 2$ FOR ANY SPAN AND 10.©0e©•11.�J""©'(i'e" INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK Ll.1AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT (� n Vtw OF LOCK SO INCLUDES USING REINFORCING� LOCKER�7,J, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE v V / V' •O•® CONNECTED TO CENTERMATES)AND )W/ 1/4"0-20 x 1 1/2" LONG S.S. THREADED BOLT W/ 7/8'0 x 3/32" ©•@m0* ®a,®•(L7,,, WINGNUT OR W/ 1/4'0-20x1" S.S.M,S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" `L�::// MAXIMUM ABOVE AND BELOW IUDSPAN USE OF TWO LOCKING RODS it3 TOP ANO ROTOMJS MANDATORY ®•®°"0.0°"0•(0°"O°"0•® *NOTES ON HD LOCKS & CENTERMATES: 1 HD LOCK 34 W/HD CENTERMATES}1 ORla WI 0 : ONE ALTERNATE HD LOCK© MAYBE USED IN UEU OF TYPICAL G) HV BLADE SHUTTER ELEVATION HV LOCKS 24 OR 2 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK i MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK,_141 TO,A IS W/3 #8 x 3/8"F.H. S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT r3�AS SHOWN ON SECTIONS HDB-HVEI AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS LIS COMPLETELY OPTIONAL. FEEE ,, •FrP�0 4 h. FLORIDA BUILDING CODE (High Velocity Hurricane Zone) `t, ''�CEry /v C 2017 EASTERN METAL SUPPLY,INC. 1 SF• ...: i BERTHA HVTM * / IILIEc0INC. \ A■S■S.A. Accordion Shutter System H.V. BLADE#1 w/CR w/o H.V. MUNN BLADE -CI 1 /) . * • American Shutter Systems REV.No DESCRIPTION DATE 49/tri;.//) OF TICCIT TESTING & ENGINEERING COMPANY DRAWN BY: M.L. O Association, Inc. I OLD 15-Da0 08/02/17 DATE 08/02/17 %AL1'.•/C �, 6355 N.W.3etn.Sl..SN.305,0804A GWDENS,FLORIDA 3316E 'ss ©.IDP,..'(1r�,5` PNona (305)871-1530. Fax (305)971-1531 4268 West Roods Drive 2 / 11t •-moil:tilt•co*°ol.com West Polm Beach, FL 33407 3 DRAWING No 6NAL EN6,�F1 wuTEE a0006719r P.E Phone: (800)432-2204 . Fax: (561)209-8380 • 17-122 P.E..SFAL ES 6NWRJfIE/DATE FLCBIISA Lic. 8 44167 5 SHEET 6 5 OF 20 • POURED CONCRETE — POURED POURED OR CONCRETE BLOCK CONCRETE CONCRETE REQUIRED REW7RE0 REWIRED CONCRETE ANCHORS 1/{'e-20x3/4"S.S. I. 1-:-- SEE SCHEDULE ON CONCRETE ANCHORS MACHINE SCREWS \ (SEECONCRETE ANCHORS �\ SHEET 1}) W/ SCHEDULES ON 1/4"-20 (SEE SCHEDULE ON SHEET 13) �\ I • f SHEETS 13& 14A) NUTS-0 12"O.C. ` 1^ / I" I' ®OR® '� Min. 1/4"e-20x3/4"S.S. t 1 t �, Olt 18 EO -� O 2 MACHINE 0.C. REWSNUTS ` 1/2 r- Ilial I- Min. mens x EO i EO 1/2" 41) (L illi I E. D. `,� .250"Max. - L 1 E�e� (III .250"Mox. E. D' r I� 250" E.�r � •+II�NH E..• I� C—uRi NInAl �oanoNAL �roE MIN.SEPARAnW I f OPTIONAL _? TO CUSS(SEE ' MIN. SEPARATION SCHEDULETO GLASS EXISTING I 1 SHE BLADESR O OR ®♦ SCHEDU MIN.SEPARATION EXISi7NG• ( SHEET ILL ON 0 GLASS---.' 1♦LN TO GLASS 0 CLASS `-- r'—(SEE SCHEDULE ON EXISTING SHEET 11) MST LLATION G�� ©HV WALL HEADER INSTALLATION 'B HV WALL HEADER INSTALLATION EXISTING �.i MIN SEPA NUTCN(e----- ♦ X5--'1 l i MIN. SEPARATIONII '^ TO caAss(SEE 0�R O EXISTING TO GLASS 0 r.'[ sa1EDLxE oN ' , 1! 7 11 FOR EIADE MD MIN.SEPARATION GLASS (SEE SCHEDULE ON I ON SHEET 19 FOR p TO CLASS SHEEP 11) • i (SEE SCHEDULE ON I BlAOF.S 10R® - I SHEET 1 7) ice.OPTIONAL 1 I E.ItD. �J� • NH I j 1.,,,-OPTIONAL I/4'Max. 1 Mox. It E.D.•' HH IIII .•. [H� 'r a I . ,.., O3 aR Q t I 1r (e^ E, �E. D.• 1/ ____-• �� I H� 1 jt 1/2 ` it . I, 0J I 12oR 4 2 r� ®�© 1" t f� L 1/4'0-20x}/4'S.S. �� Mitt," .... O.. PHILLIPS TRUSS HEAD 1/1'e-20x3/4'S.S.PHIWPS _—it �•..� MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS �'-CONCRETE ANCHORS `ter 1' 1/4'-20 NUTS O 12"O.C. SEE SCHEDULES ON W/ 1/4'-20 NUTS 0 12"O.C. POURED CONCRETE (SEE SCHEDULES ON EFa POURED CONCRETE SHEETS 13& 14A) OR CONCR:IE BLOCK OR 13 & 14A) OR CONCRETE BLOCK WALL REOUI D NCRETE ANCHORS REQUIRED 'D HV WALL SILL INSTALLATION (SEE SCHEDULES ON HV WALL SILL INSTALLATION. POURED CONCRETE SHEETS 13 B 14A) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINA •. M•. 1- SEE SHEET 4 FOR •- • SHUTTER * E. D. . EDGE DISTANCE INSTALLATION DETAILS W/ ASSEMBLY (SEE SPECIFICATIONS ON SHEET 13 • SEE LIMITATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE =1NED BLADE YA ON SHEET 19 '.1,' HV BLADE IN ANY WAY TO SUIT ANY INSTALLATIO . \LEI, ,, njJ.a FLORIDA BUILDING CODE (High Velocity Hurricane Zone) \\\\��• ��i it1. 4>. ©2017 EASTERN METAL SUPPLY, INC. sF • BERTHA HVTM IL E C O INC. \ A•S•S A Accordion Shutter System e"/ ? ■ ■ ■ ■ H.V. BLADE#1 W/OR W/O FEV. 1MNDOW BADE_ /1[ * TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: M.L ��Q' S•TATE"� ' 6115 N.W.36th.St. N.JOS,AeT NA GARDENS,itOROA 33166 Association, Inc. I OLD 15-Deo Da/oz/17 DATE: 06/02/17 "�.4 Nld ',,%..4..‘7 •�111 Phone:(305)871-1530.Fox:(305)871-1531 4268 West Roods Drive �(a ••le.,�„'.�� \t a-mal:tiltern000l.com west Palm Beach, FL 33407 � DRAWING No s/O_PAL c�G� EI11 E8-0006719 Jr-. Phone: (500)432-2204 . Fax: (561)209-8380 1 7-1 22 ��QQ GC• t1 WALTER A.0067 JP.E. ( ) 4 P.E.-5tAl./,.5I�J(ATDRE'DATE FLOROA uc.I 44157 5 SHEET - 6 6 OF 20 z, 4 - `6) ( Z- IL SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 SCHEDULE #4 *lQIS; (I)L+: MAXIMUM ALLOWABLE SPAN FOR A 4 SEPARATION TO GLASS REOUIREAIENTS MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft.) MAXIMUM SHUTTER SPAN* MAXIMUM SHUTTER SPAN*"L+" MAXIMUM SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE FOR INSTALLATIONS W/ SYMMETRICAL "L+" OR "L-" (ft.) FOR OR "L-" (ft.) INSTALLATIONS OR "L-" (ft.) INSTALLATIONS L-: - MAX.& or® Or ® W ONE INSTALLATIONS W/ •^•s 1. W/ SY METRICAL CENTS MATESI W .,„ CAL CENTERMA N ' TAALLOWABLE G NPFOR PRESSUREA GIVEN GLASS(1) SEE BELOW FOR SHUTTERS SEPARATION TO / T):$, NEGATNE A.S.D. DESIGN RATING, SCHEDULE FOR SHUTTERS INSTALLED WITHIN NV LOCK or r OR or HD LOCK W/ CENTERMATE$,AD & �] B & W/ TWO NV. OR & 9 A W/ ONE NV LOCKS THE FIRST 30'-O" ELEVATION OF BUILDING NO LOCK! ROD CENTERMATES� & ONE HV LOCK I OR ';q OR LOCKS OR TWO OR PP�•1 W/ NO LOCKING (2) PROCEDURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. '® W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR ® W/ NO OCKING _OCKING RODS ® TOP/BOTTOM DOS cZ SPAN FOR WALL MOUNTINGS OR ® FLOOR/CEIUNG: ® TOP & BOTTOM •(SEE NOTES t.tt RODS *(SEE NOTES t.te W/ ONE HV LOCK ® OR ® (VARA) FOR MOUNTING INSTALLED MINIMUM SEPARATION TO GLASS FOR SHUTTERS OR CO(SEE NOTES t.tij SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSURE MEASABOVE ROM OF ELEVATION IS BUILDING. CONCRETE&WOOD RATING, DETERMINE MAXIMUM SPAN "L+' MEASURED AT BOTTOM SHUTTER 3'. MAWMUM CONCRETE&WOOG A.5 o M CONCRETE&WOOD INSTALLATIONS O A.O.D. INSTALLATIONS O q6.D. 'A.S.D CONCRETE FROM SCHEDULE. DESIGN 00ge OESI0N INSTALLATIONS O DESIGN INSTALLATIONS GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE FLOOR/CPRESUM �E E WALL MOUNTINGS PRESSURE pRATING & RANNC FLOOR/CDUNG MOUNTING PRESSURE RATING, DETERMINE MAXIMUM RAMC WALL MOUNTING MOUNTING (P.4.1.) fL00R/CDUNG MOUNTINGS (NAL) FLOOR/CEIU ,�NG MOUNTING (Ref.) OR SPAN "L-"FROM SCHEDULE. •'"• " --E- •1 e ,, e it NTING 1+y-) (+all-) 1+OR-) __ 1+OR-) FLOOR/WALL MOUNTING SHUTTER W/ ONE LOCK WITHOUT LOCKING RODS . OW, E (,q L+ 8"(8) L-(R) L+ (It) 1-(N I.+ (R) L-(6) I+ (8) L-(8) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 41110 13'-2" i1-0-_1 13'-2" 16'-0" 0 12'-3" 14'-9" 30 13•-1" 16'-0" 30 13•_2" 16'_0" TO THE MINIMUM DETERMINED SPAN SHUTTER INSTALLATION W/ INSTALLATION W/ 12'- 14'-10" 35 11'-9' 13'-8" 35 12'-7" 15'-7" 35 12'-8" 14'-10' BETWEEN "L+"AND "L SPANMRDI-AI 40 12'-3• 13'-10" 12'-3" 13'-10" 40 11•_4^ 12'-9' 40 12-2" 15•_2" 4o 12'-3" 13'-10" (3) PROCEDURE TO DETERMINE MAXIMUM - CENTERMATES CENTERMATES 45 11'-11" 13'-1" 11'-11" 13'-1" 45 11'-1" 12'-0" 45 11'-9" 14'-3" 45 11'-it" 13'-I" SPAN FOR COMBINATIONS IN BETWEEN 105" 3 3/8•. 4" 50 11'-7" 12'-5' 11'-7" 12'-5" 50 10'-9" 11'-5" 50 11'-6" 13'-7" 50 11'-7" 12•_8" WALL W/FLOOR/CEIUNG MOUNTINGS: OR LESS 55 11'-4" 11'-10" 11'-4" 11'-10" 55 10'-B" 10'-11" 55 11'-3" 12'-11" 55 11'-2" 11'-10' FOR A GIVEN POSITIVE A.S.D. DESIGN ->105"TO MAX. 3 7/B"e 4" 60 11-1' 11'-4" - 11'-0" 11'-{^ 60 10'-3" 10'-5" 60 11'-0" 12'-4" 60 10'-2" 10'-11' PRESSURE RATING: ALLOWED (�5S�++��'� 65 10'-10" 10'-10" 10'-7" 10'-10" 65 10'-0" 10'-0" 65 10•-9" 1l'-11" 65 9'-5" 10•_1" LTi+ MAETi= MINX.SPAN FOR WALL MOUNTING USESNDICATED VALUES FOR KFtV-GEmERMAYES. 70 10'-6" 10'-6" 10'-2" 10'-6" 70 9'-8" 9'-8" 70 10'-7 11'-5' 70 8'-9" 9-4" INSTALLATIONS. 75 10'-1" 10'-1" 9'-10" 10'-1" 75 9'-4" 9'-4" 75 10'-4" 11'-1' 75 - 8•_9" L2+'" MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. 80 6•-10* 9'-9" 9'-7" 9'-10" 80 9'-0" 9'-0" 80 10'-0" 10'-9" SHUTTER WI ONE LOCK &TWO LOCKING RODS OR 85 9'-6" 9'-6" 9'-3" 9'-6" 85 8'-9" 8'-9" 85 9'-9• 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY TWO LOCKS 90 9'-3" 9'-3" _ 9'-0" 9'-3" 90 8'-6" 8'-6" 90 9'-5" 10'-1" PRESSURE RATING: 95 9-0' B'-9' 8'-9' 9'-0' 95 8'-3" 8-3' 95 9'-2" 9'_10• DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W/ Li-- MAX. SPAN FOR WALL MOUNTING 100 8'-9" 8'-4" 8'-6" 8'-9" 100 8'-1" 8-I" 100 9'-0" 9'-7" INSTALLATIONS. SPAN CENTERMATES� SCENTERMATES 105 8'-7" 7'-11" 8'-4' 8'-4" 105 7-11" 7-11" 105 8'-9" 9'-4" L2-- MAX. SPAN FOR FLOOR/CEIUNG 105' 110 8'-{' 7'-7' B'-2' 7'-11' 110 7'-8' 7'-7" 110 8'-7' 9'-2' MAXIMUM SHUTTER MOUNTING INSTALLATIONS. 2 3/4" •• 3 3/i6" O _OR LESS 115 8'-2" 7'-3" 8'-0" 7'-7" 115 7'-6" 7'-3" 115 8'-4" 8'-11' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL >105"TO MAX. 3 )/4• •,• 3 1/4" SPAN "TI OR "L-"FOR TO THE MINIMUM BETWEEN "Li+". "L2+". ALLOWED 120 8'-0' 6'-11' 7'-10" 7'-4120 7-4" 6'-11' 120 B'-2" B'-9' INSTALtATK)NS INTO WOOD _ _ 125 7-10" 6'-8" 7'-8" 7'-0" 125 7'-3" 6'-8" 125 8'-0" 8'-5" SHALL BE LIMITED TO 105 "Lt AND .LL •• USE 2 15/16"FOR HV "T"LOCK®W/ 130 7'-8" 6'-5" 7'-6" 6'-9" 130 7•_1" 6'-5" 130 7_10" B'-I" psf. DESIGN LOAD. (4) GO TO ANCHOR SCHEDULE WITH FINAL ••• USE 4 1/8" FOR HV "T"LOCK in0 W/ 135 7'-7" 6'-2' 7'-4" 6'-6' 135 6'-I1" 6'-2• 135 7'-9" 7'-g" MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENT MATES® 140 7-5" 5'-11" 7'-3" 6'-3" 140 6'-10" 5-11" 140 7-7" 7'-6' A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. INSTAL I ATION F_NO 148 7-3 5'-9" 7'-1' 6'-0" 145 8'-8" 5'-9' 145 7-5" 7-3" 150 7'-2" 5'-7" 7-0" 5'-10" 150 6'-7" 5'-7" 150 7-4" 7'-0' 155 7-0" S-5" 6'-10" 5'-8" 155 6'-6" 5-5" 155 7-2" 6•_9- CONCRETE&MANSORY WOOD 160 6'-11' 5'-2' 6'-9' 5'-6' 160 8'-5" 5'-2• 160 7'_1• 6•_7• t H.V. CORNER CENTERMATE #3 MAY BE WALL A. B, C. 0, E. M, N, 0, P. 0, R. USED AT ALL MOUNTING INSTALLATIONS. LOCKING 165 6'-10" 1-1" 6'-8" 5'-4" 165 6'-3" 5'-1" 165 7-0" 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON MOUNTING F, K & L. S&V. 170 6'-9" 4'-11' B'-7" 5'-2" 170 6'-2" 4'-11' 170 6'-11" 6'-2" MANDATORY CONDITION #2 NOTE #5, SHEET 5. - 175 6'-7' a'-9" _ e'-S' 5'-0" 175 8'-t' 4'-9" 175 6'-9^ 8'-0' y FLOOR/CEILING G, 180 6'-6" 4'-8" 6'-4" 4'-10" 180 6'-0" 4'-8" 180 6'-8" 5•_10• 1 t EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR 1-"AND MAXIMUM A.S.D. MOUNTING + MH,. I, Ii + J. T, U, W& X. 185 6'-5" 4'-6" 8'-3' 4'-9' 185 185 6'-7" 5•_8• DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS: 5' 190 6'-4" 4'-5" 6'-2" 4'-7" 190 5'-10" 4'-5" 190 6'-6" 5'-6" 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f. ( '� } H V BLADE 195 6'-3' 4'-3" 6'-1' 4'-6' 195 5'-9" 4'-3" 195 6'-5" -5" AND 8'-0" SPAN \'� 200 6'-2" 4'-2" 6'-0" 4'-5" 200 5'-9" 4'-2" 200 6'-4" 5'-3" SEE MOUNTING®ON SHEET 7. 205 6'-0" 4'-1" 8'-0" 4'-3" 205 5-8" 4'-1" 205 6'-3" 5'-1' l,'IrFr,•7 _ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,,1'1,1 P,•(ER A. 71,-.=_ ©2017 EASTERN METAL SUPPLY, INC. A•S S A,.....t / BERTHA HVTM INC. Accordion Shutter System *? � 7 , IL ECO Kv, FADE#1 w/GR W/o H.V. WINDOW BLADE 1k • TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REv.No DESCRIPTION DATE DRAWN 9Y: M,L, - • .e1•� S,AT'E •* 6353 NW 36th 36M.St.,S4.30S.VIRGINIA GARDENS.FLORIDA 3316E Association, Inc. I OLD 15-080 58/02/17 DATE; 08/02/17 /V' F, `�f • Phone:(305)871-1530.Fax :(305)871-1531 4268 West Roads Drive 2 .�'•. ,, e-moll:tiltecalool.com West Palm Beach, FL 33407 3 DRAWING No =;f�,'�•�RIDA c��Lt, E8-0006719 Phone: (800)432-2204 . Fax: (561)209-8380 s/_ ��N ,,.\? It WALTER A nue'Jr.P.E. �� ZZ - 'WIN,41.NCatl►O„i FLORIDA ua.#u1e7 5 SHEET .. "••^ 6 11 OF 20 &..i MAXIMUM ANCHOR' SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN ANCHORS SPACING LEGEND DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS A,B.C,D AND F ON SHEET 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUE TAP ®• WALL MOUNTING ®WALL HEADER MOUNTING (p)WALL SILL OUNTING D WALL SILL OUMIG TAPPER+ B WALL HEADER MOUNTING U SPAN W/ W/C O W/ W/ OHO MOUNTINGDER/SILL (ft) A.S.D.DESIGN NEGATIVE LAND ps f) A.S.D.DESIGN NEGATIVE LOAD(psf)_A.S.D.DESIGN NEGATIVE LOAD(osf) A.S.D.DESIGN NEGATIVE LOAD(+sI) &SD.DESIGN NEGATIVE LOAD(+1f) AS.0.DESIGN NEGATIVE LOAD(osf) 30 40 75 90 1 0 160 205 30 40 60 5 90 1 0 1 0 205 30 40 60 75 90 120 160 205 30 40 60 5 90 120 160 205 30 40 60 5 90 120 180 205 30 40 0 7 90 120 150 205 14 12 8 6 t 14 12 10' ' 6 14 12 10 14 12 10 B 8 14 12 f0 '3-O. 14 12 - 3 8 6 6 8 8 7 5.5 OR �.14 ° s 14 12 to 6 u 12 10 u 12 /o a 6'J 14 12 10 e a 6 es 0 14 12 10 _ 6 )4 12 10 14 12 70 8 8 - 14 12 10 e 6 8 E B 8 7 4,-0• 14 t It 12 10 6 14 12 10 - - 14 ,2 ',0 7 - - 14 12 f0 7 53 - 8 7 5.5 4 14 - 14 12 10 _ 4 14 12 fo a 12 10 _ "s - - u 12-_,o e 6 _e e 6.5 5 'e SEE ANCHOR 14 4 14 /2 10 - B 14 12 10' 14 12 10 a - - 14 12 10 a 6 1' 8 8 7 5.5 14 - 14 "12 10 3.5 14 12 /0 14 12 50 7 - - - 14 12 10 7.5•5.5 - 7.5 5.5 4 3 SPECIFICATIONS5-0• 14 - 14 12 10 4.5 - 14 12 10 14 12 10 _ 3 - - to 12 10 B 7 - - 8 7 5 4 ON SHEET 13 14 12 10 . 4 - /4 12 /0 _ 6 3.5 14 12 10 14 12 10 - - - 14 12 10 8 75 - _ 8 7.5 53 4 6•-0• 14 12 10 5 3 - 14 12 10 4.5 - 14 12 10 14 12 9.5 7.5 - - - 14 12-93 7.5 6.5 3.5 - - 7.5 6.5 4.5 3.5 - 114 12 10 5 - - 14 12 10 4 - 14 12 10 6 5.5 14 12 10- 9•4 - - - 14 12 10 9 8 4.5 - - 8 8 56 4.5 - 7,-O. 14 12 10 4 - - 14 12 10 6.5�3 - 14 12 10 8 - 14 12 8 4.5 - - _14 '12 8 6.5 5.5 - - - 8.5 5.5 4 3 14 12 /0 49 - - - 14 12 10 4 - - 14 12 10 _ 4" - 14'12 10 '5.5 - - - - /4 12 10 a 6.5 - 8 BA 5 3.5 - 4 12 10 79,,5.75 - - 14 12 10 6 - - 14 12 10 :6 - 14 12-.10, 8 - 14 12 10 8.5 7 8 7 5 4 - 8,-0• 12 10 5.5 3 - - 14 12 10 4.5 - - 14 12 10- - - 14 11 7_ - - -14 11 7 5.5 3.5 - - - "53 4.5 3.5 - 12 10 5.5 3 - 14 12 10 - 14 12 10 53 - - 14 12 8.5 3 " - 14 12 8.5 7 4 7 5.5 4 3 4 12 10 9 5 - 14 12 10 { - 14 12 10 _ 8 - 14•12 93 - - - - - 54 12 9.5 7.5 43 - 7.5 6 43 - - ♦SEE IMITATIONS OF USE FOR 9 0• 14 12 10 6.5 4.5 - - - 14 /2 10 7.6 - - 14 12 10 - --- 13 9.5 4 13 9.5 0.S 5 - - - - 0.3 5 4 3 - BLADE CD ON SHEET 19 14 12 8.5 4 - - - - 14 12 10 4.5 - - - 14 12 10 73_ - - - 14 113 43 - - - - - 14 11.5 7.5 6 - - 7.5 8 5 4 14 12 10 8 4 - - - 14 12 10 7 - - - 14 12 /0_ 6_- - - 14 12 5 - - - - 14 12 a 6.5 - - - 8 6.5 5.5 4 - - 10�-0• 14 12 9.5 5 3.6 - - - 14 12.10 53 - - - 14 12 10 B - - - 11.5 33 - - - - - -"1 - 1.5 6.5 5.5 5.5 4.5 3.5 - - - 14 12 5.5 3 - - - - 14 12 10 3 - - - 14 12 10 14 12 9 43 _ 3 - - - 14 12 10 5 - - - 14 12 10 - 73+ 8 5 11•-O• 14 12 7 '14 12 10 '14 12 10 10.5 8 - - - - --'10.5 a 5' - - - S 1 33 -- - - 14 12 4 14 12 10 /4 12 10 123 9.5 12.5 9.5 6 8 5 4 3 - - 14 12 63 _14 12 10 - _ 14 12 10 13.5 10 - - -_- - - 1t 10 7 7 5.5 4.5 - - - 12.-0• :44 4 :22 2 63 _ 14 12 10 14 12 10 4,5 33 3 - - i{ 12 3 _14 12 a _ -14 12 10 71.5 8.5 1.5 8.5 4 5.5 {.S 4 14 12 5 14 12 10 - - - - 14 12 10 - "12.593 - - - - _ -}3.5 9.5 4.3 6 5 4 - - - 13,-0•1a 12 14 12 14 12 9 4.5 9 6.5 6.514.5 3.5 3 - - - 14 10 14 12 •14 12 10.5 5.5 _ 10.5 B 8 5 4 3.5 - - - 12 - _ 11.5 8 - - _ 11.5 8.5 8 15,5 4.6 - - - 14.-0• 14 12 - - - - _ 8 _3 9 8 7a 7 14 12 14 12 10 4 - ID 7.5 7.5 5 4 J - - - ,4113 1472 _ _ _ _ - _ _ ,4 12' 10.e{ 103 8 ° -35.5 ° 4 - HV BLADE OR (1 HV BLADE 15-0. 1,44 /4 14 _ - -p - _ 9 73 53 38 3 _ _ _ 8 7 ab 33 3 - W� i_,& HV WINDOW BLADE 11 _ u - 14 _to io - 6 73•5 a - - 76'-0• �� 14 _ - _-- _ 11- - - e - e _ 7 s3 33• - - WORKING IN UNISON a e3 4 3s - 14 _14 - _ _ 14 93 _ 9.5 - - - - - 8 7 4.6 /////i._ 11°j6,� �� FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) ALL°P�� . .... 2 '= 0 2017 EASTERN METAL SUPPLY,INC. � s_.Eky •`'•.1•5= /_IuLIEcoNC. \ BERTHA HVTM A.S.S.A. _ Accordion Shutter System *? / . H.V. E ADE X11 W/OR W/0 H.V. VANDOW BLADE I*; TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 'E{/�sY REV.No DESCRIPTION DATE DRAWN 8Y: ALL • '13. 1.. STATE OF 6355 N.W.3611.Sl.,Ste.305.MRGINLA GARDENS,FLORIDA 3316E Association, Inc. 1 OLD 15-080 D8/02/17 DATE oe/02/17 '-• ..••�. •�AA Phone (305)871-7530.Fox (}05)677-15}1 4268 West Roads Drive p -- •.'CZ Ps • �/,/°A a-moil tiNecoOaol.con, West Palm Beach, FL 33407 3 DRAWING No (mss .'4.•, 0008719 Phone: (800)432-2204 . Fax: (561)209-8380 17-122 t� WALTER A.TICCIT Jr.P.E. 4 P E..., WIF�(DRtE FLORIDA Lic.A 44167 - ,,xj• 5 SHEET 6 12 OF 20 (0 2___ /-7/ - c � ( I MAXIMUM DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR+ SPACING (in.) SCHEDULE FOR A GIVEN MAX, • ii C •:A A . 9 9 SIGN PRESSURE RATNG AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16 & 17). L_--J I--i T f ..c:=-,-r- SOUTHERN .c:=-,TSOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1/2" MIN. CDX 2 W/ MIN,0-0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOODDOUG FlR W/ "�'101^II MiN. 0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 SPAN(n) MOUNTINGS CEILING MOUNT T CEILING MOUNT T CEILING MOUNT T WALL MOUNTINGS WALL MOUNTINGS WAL UNTINGS M, 0 & R FLOORµMOBcUXTINGS M, N, 0 k R FLOORWM06UNI1NGS M, N, 0 & R FLOOR MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS W dT X P O S &v s &v S &V ASS 0199111:41151/60M6 WIG(p/)ASA.9.9011sm RSA 6965 64ASB 0971619.1469E 117E(14650.697 7SRI Nem mai to ASB 6971 ma RmA BOL 4*A50.ID mat new Wu(oQASS taw nom mem 6995 bojim ID 601116 FWFN ma(I/)ASB ISI its9m REM I414 WI A56 MIME wEaR mac 140 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30,40 60 75 90 105 30 40 60 75 90 105 30..40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 75 90 105 3'-0"OR LESS 12 10 10 9 8 8 6-6 6 r6 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 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 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 66 6 5 4 4 4 3-12 12 12 12 12 12 12 12 12 12 12 12 12 12 12-12 12 12 5'-0• 12 10 10 9 8 8 6 6 6 6--,6 5.5 12 10 10 9 6 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 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10.5 6'-0" 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 10 10 9 8 5 6 6 6 5.5 5 4.5 12-10 10 9 6 3.5 8 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12'12 12 12 12 12 12 12 10 8.5 7'-0' �il�t o 10 9 6.5 4 6 6 6 5.5 4.5 4•12 10 10 9 5 3 6 6 6 5 4 3.5 12 10 10 7 3.5 - 6_6 6,5 4 3.5 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10.0 12 12 12 10.5 8.5 7.5 8'-0' 10 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5-4.5 3.5 3 12 10 10 4 - - 6 6 5 4.5 3.5 3 8 5 4 - - - 12 12 12 12-12 12 12 12 12 12 11 9.5 12 12 11.5 9 7.5X6.5 9'-0" 10 10 5 3.5 - 6 6 5.54.5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4,5 4 3 3 5 3.5- - - 12 12 12 12 12 10:12 12 12 11.59.5 8.5 12 12 10 8 6.5 5.5 10'-0• 12 10 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 3.5 3 - 12 10 3 - - - 6 6 4,3.5 3 - 8 5 - - - - 12 12 12 12 11.5 9.5 12 12 12 10.5 8.5 7.5 12 12 9 7 6 5 11'-0' 12 10 5.5 - - - 6 8 4.5- - - 12 10 4.5- - - 6 5.5 3.5- - - 12 10 - - - - 6 5.5 4 - - - 6 5 - - - - 12 12 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6,5 5.5 4.5 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 - - - - 12 12 12 11.59.5 8 12 12 11 8.5 7 6 12 1.57.5 6 5 4 13'-0" 12 10 - - - - 6 6 - - - - 12 10 - - - - 6 4.3 - - - - 12 7.5 - - - - 6 4.5 - - - - 6 4.5 - - -_-7.5 12 12 12 10.5 8.5 7.5 12 12 10 8 6.5 5.5 12 10.5 7 5.5 4.5 4 14'-0' 12 10 - - - -_6 5.5 - - - - 12 7 - - - _- 5.54.5 - - - - 12 7 - - - - 5.54.5 - - - - 6 3 - - - - 12_12 12 9.5 8 6 12 12 9.57.5 6 4.512 9.56.5 5 4 3 15'-0' 12 - 6 - - - - - 12 - - - - - 5 - - - - - 12 - - - - - 5 - - - - - 6.5- --- 6 5.5 3.5- --- 12 1016'-0' 12 - - - -_- 6 - - -_- -_12 - - -_5 - - - - -'I 1.5- - - - - 5 - - - - - 6 - - - - -_12 12 10.5 8.5_6.5 4 12 12 8 6.5 5 3 11.5.8.5 5.5 4.5 3.5 - (D HV BLADE OR . 1 , HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON. •SEE 401101005 OF USE FUR BLADE'`A,ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFR SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4"o TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BOLDED W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-0.50(9.D.S,) EACH SECTION ON SHEETS 16& 17. -SPRUCE PINE AR NORTH W/0-0.43(6.D.5.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH WI 0-0.36(N.D.S.) -MIN. 1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAG SCREWS AS PER NDS 2015 SPECIFICATIONS. 4.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. „�•tiT�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ''''�t�A• /,/7 m 2017 EASTERN METAL SUPPLY,INC. P cE :4•/?*nu A S BERTHA HVTM a S A� AccordionShutterSystem ; H.V. BLADE#1 W/CR W/O H.V. VdNDOW BLADE • TICCIT TESTING & ENGINEERING COMPANY• American Shutter Systems REV.No DESCRIPTION DATE DRAWN BY: N.L. '0 STA " • 6756 N.W.361n.SL.Ste.]O3.MGNM GARDENS,FLORIDA 23 10 Association, Inc. i OLD 15-080 39/02/17 DATE: 08/02/17 10 OF �Qr,9 Phone:(305)871-1530.Fox: (305)871-153, 4268 West Roods Dave 2 F� "4{j 11 a-mon:ulacoeocLcom West Poln, Beach, FL 33407 ] DRAWING No •'� ' ORIDP`:''<k,1,44 EB-0008719 °hone: (800)432-2204 . Fox: (561)209-8380 1 1 �V �.E1 WALTER A.TILLR Jr.P.E. 4 ��I 22 14.. / Al FLORIDA Uc.#44167 5 SHEET 6 15 OF 20 • 2, 4 __ , 12., - 110 LL, e • DETAILS ON EXISTING WOOD BUILDINGS FOR (j HV & Q HV• BLADES (AS APPLICABLE). MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HY BLADE Q ONLY SHALL BE LIMITED TO 105.0 psf. A.S.D, DESIGN PRESSURE RATING, SEE SKEET :9 FOR MAX SPAN & A.S.D. _.-_T -� 1/e0 TAPCON WITH ADVANCED DESIGN PRgSSURE RATING FOR INSTALLATION WITH BLADE 1� & AN WORKING IN UNISON / THREADFORM TECHNOLOGY W/ 1 1/2'Min. PENETRATION - — ----- —1/4'0 TA➢CON WRH ADVANCED OF THREADED AREA TO -5--->...5,',„„_:15 II THREADFORM TECHNOLOGY EXISTING W000 HEADER. W/ 1 1/2"Min.PENETRATION • • .... , (SEE SCHEDULE ON SHEET 15) ,�_.� OF THREADED AREA TO • GOR (� EXISTING WOOD MEAGER. • MIN SFPARATON I (SEE SCHEDULE ON SHEET 15) r0 GfASO(SEF °6(3 \ $GIEDULE ON it �, j �� 1"a 1/4"0-20x3/4-S.S. MACHINE SCREWS EXISTING '•�— 1ONFSHEET 19 FORS �•. w/ 1/4"-20 NUTS o lz o.c. GLASS--4 BOg • ...• :di R �•..f.r �j� 1 X,"ZJ°R© # WALL-- �Iu MI } �-WALL ,� :rte i _ i�• �' u • FlNISH 7 INI� OR ' 11 FINISH I I 1� I I I�PTIONAL 1 1 h11 :".f, 1/-`p""f 17 7 EXISTING MIN. ) WALL 11 Ti.11.1 II ,'�� I �°RC4 • I: \-2Ix4"WOODIH R O • 141715_5:5_,'1 1 a �> FINISH ! HEADER REOUIRED 0 � I ergimi —1 —\'J OR ® � E%15TING MIN. _��. EXISTING I 2"x4'WOOD 1 I y J MN.SEPAPATION I HEADER REQUIRED —1/4"0 TAPCON WITH ADVANCED GLASS GLASS(� I It I O THREADFORM TECHNOLOGY I, SCHE ON MIN.SEPARATION I I 2"x 4'CONT.SILL W/ 1 1/2"Min. PENETRATION T'I""—11 FOR BLADE(1)1W j %ISTINC TO GLASS PLATE REVD. / OF THREADED AREA O ON SHEET 19 rOR GLASS---,1 (SEE SCHEDULE I MIDWIDTH OF WOOD PLATE. ` BIAOE5�1@® I ON SHEET 11) (SEE SCHEDULE ON SHEET 15) (� . ,_.41 . .0 ; L . _ °, (D.HV WALL HEADER INSTALLATION OOJ.IV WALL SILL INSTALLATION EXI G -T MIN. GLASS ON MIN. SEPARATION GLASS N LASS-- MIN. SEPAIRiBi` 1 MP ��/� x4"CONT.f. TO GLASS ' 1O EXISTING i (SEE SCHEDULE I Q ,1 (SEE SCHEDULE V WOOD PLATE y (SEE SCHEDULE I CLASS-' ON SHEET 11) U % EXISTING ' ON SHEET 11) x REOON SHEET 11) i _ GLA55—i j 1/4"0-20x3/4"5.5. 1/4'0-20 3/4•S.S. I uI MACHINE SCREWS W/ " MACHINE SCREWS \/ \ 1/4"-20 NUTS O IP 12'O.C. I II USING 1/4•-20 NUTS ' 1 ' I ' FINtSN I I - O 12`O.C. yy-1 l 1 �`7°R IFi L .. OR 5:',..5.--,)--, '...—i-" oR � 4"CONT � � � W .. /. i " V' O IOD PLATEREUEL EO 1 !�I I�. • vaw4a.1t+�-'( _1/4.0 TAPCON WITH ADVANCED / THREADFORM TECHNOLOGY ,t/4"0 TAPCON WITH ADVANCED 1/4"0 TAPCON WITH ADVANCED �' W/ 1/2"Min. PENETRATION OF / THREADFORM TECHNOLOGY / THREADED AREA INTO PLYWOOD. �I - W/ 1/2"Min.PENETRATION OF 1IZ_.2-x4"CONT 'I. THREADFORM TECHNOLOGY I (SEE SCHEDULE ON SHEET 15) ._ THREADED AREA INTO PLYWOOD. 1-SEE SHEET 4 FOR TYPICAL PLATE W/ 1 1/2'M'^. PENETRATION 4 _.... _, �1 SHUTTER ASSEMBLY. OF THREADED AREA O ` � EXISTING MIN. 2•x"STUDS (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN RE REVD. \`-YIALL MIDWIDTH OF WOON PLATE. 1OMBINED IN ANY WAY TO _ FINISH (SEE SCHEDULE ON SHEET 15) 5 5 `-1/2'MIN.CDX PLYWOOD REVD. O 16"O.C. MAX.MA% REO'0. SUIT ANY INSTALLATION. '_EXISTING MIN. 2"x4"STUDS 0 18"O.C. MAX. REVD. STUDSPLYWSIIN ADCC'DAN EHED WITHO PLYWOOD REVD. FINISH PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 232 OF THE F.B.C. ®}IV WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. ♦SEE UMDAT10N5 OF uIX OF ©HV WALL SILL INSTALLATION ,T„7aiAi4 HV WALL SILL INSTALLATION BLADE ON SHEET 19 • S�P��E�A. Tki/;+__ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) \CEN ©2017 EASTERN METAL SUPPLY,INC. SF''%'= BERTHA HVTM IL ECO INC. \ A•S•S•A Accordion Shutter System * / ■ ■ ■ ■ H.V. BLADE X11 W/OR W/0 KV. WNOOW BLADE • � �� American Shutter Systems REV.Ne DESCRIPTION DATE DRAWN BY: M.L. •6 t” T F . TIL NIT TESTING & ENGINEERINGGINO COMPANY Association, Inc. I OLD 15-080 ?8/oz/,7 DATE: 0e/02/17 ' GQ$\ 0330 N.W.36N.51.,Sb.JOS,NItGI1RA GARDENS.IL°R0A 33166 6;f,' •/ZoRIOP:' ',\\ Phone:(305)871-1530.Fax.(305)871-1531 4268 West Roods Dive 1 a-mall:ti0eae0eol.com West Palm Beach, FL 33407 2 DRAWING No • nJ'•••••"""•" 11 EB-0006719 Pnone. (800)432-2204 . Fax: (561)209-8380 17-122 e:.9.,:', V,(Q(�pL EN''�1 WALTER A SLUT Jr.P.E. 4 -- :E-SEWSIGNigUR DATE FLORIDA Lia.w 44167 5 SHEET 6 16 OF 20 • z� — �/lZ o 1C END INSTALLATIONS f) HV & .19' HV♦ '..,'KIf 11 ,IN. WOOD STUDS. 2"x4"MIN. WOOD STUDS. '� 1/VM TAPCON WITH i (AS APPLICABLE) �1 \ I VANCEO TIREAOFORM 2'54"MIN.W000 s \ / / TECHNOLOGY NW BUILDER STUDS FEO'D. '`I\ / r'' WOOD MIN. \ / ANHOR$O 6 O.C. 2•x4"MIN.WOOD rM' STUDS REO'0. FINISH \ / W/1 1/2"MN.TNREADEO �• AS APPLICABLE) I\ / PENETRATION INTO STUDS OR \ / Ad W/MIN. 1/2'THREADED EXISTING GLASS = F' PENETRATION TO t/Y CD% ` i!! \ PLYW — S111' s 1/2NLN.2CD% 11 FOR BADE({J AfO PLYWOOD. 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TO TRACKS DA O �'®w 9-0-0•o-0-@"13w •3.0.0-� •®- -®''(l�-©'®" ,(®mow® 6 7 w 6 _ _ TO TRACKS .0.0'0-6•0- ©•O•©w`-'•©♦60•' l' t -o.�©•t - ©•Q ©©0•®w OHO•®w'lO�-•O•®w ci.}.@-0•@-0e•@- ©'07 •®'0.07•®- ®•E�-E3"®-0•©w ®'ESL-®•@-Oe•®s 0•Et-E3•® ®(� - • 0•E�-0-(i-0,�j.0- 0.43-®•o-0•® ®-®®-® END CONNECTION DETAIL( ) END CONNECTION DETAIL® END CONNECTION DETAIL(9) END CONNECTION DETAIL 0 EXISTING GLASS 1/4'•TAPCON WITH 1/4-44 TAPCON WITH EXISTING I♦REQUIRED ONLY FOR SPANS GREATER THAN 12'-0• ADVANCED THREAOFORM ADVANCED THRE DFORM �CIA55 �-- .?— — / TECHNOLOGY ISW MOD, TECHNOLOGY RW BUILDER 2•x4'NRI.WOOD ANCHORS W/I 1/2'1415. ANCHORS W/I I/2'MN. MN.SEPARATION THREADED PENETRATION THREADED PENETRATION • SEE LIMITATIONS OF USE OF STUDS ROM. I ISD STU05 O 1Y O.C. INTO STUDS O 12"O.C. oiex1.o.S.Y.S. MN.SEP ON TO GLASS(SEE __ 018 O C. 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S TICCIT TESTING & ENGINEERING COMPANY •� 'C VF' /� ,• 6355 NM_3515.51..Ste.305,MONO.GRDENS,RORIDA 331 96 Association, Inc. 1 OLD 15-080 96/02/17 DATE: 0B/02/17 1 \ Phone 305671-1570.Far (305)871-1531 4268 West Roads Drive �,�•'•.,OR10►:.•' X41\\, ( e-mail:tilt.coecol.com West Palm Beach, FL 33407 2 J DRAWING No CSS+ `G\.0' EB-0006719 Phone: (800)432-2204 . Fax: (561)209-83130 7— 22 ��IeA1 1� 1• WKTER A MUT Jr.P.E. ( ) 4 f;-.E:SE/t, NAf1U9f/DATE FLORIDA Us.#44167 5 SHEET 6 18 OF 20