Loading...
HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED `l Date: �i�� h' 20 Permit Number: RECEIVED-ter Building Permit Application OCT 18 2018 Planning and Development Services ST. Lucie County, Pormitting Building and Code Regulation Division 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial _� Residential PERMIT APPLICATION FOR: Shutter PROPOSED IMPROVEMENT LOCATION : ... Address: 2973 BENT PINE DRIVE, FORT PIERCE, FL 34951 Legal Description: PLEASE SEE ATTACHED PropertyTax ID#: 1327-701-0043-210-7 Lot No. Site Plan Name: DE LA ROSA Block No. Project Name: DE LA ROSA Setbacks Front Back: Right Side: Left Side: DETALLED DESCRIPTION OF WORK_ INSTALLATION OF SEVEN(7)ACCORDION SHUTTER SYSTEMS. CONSTRUCTION INFOR-MOCON Additional work toe nerformed under this permit—c ec a appy: HVAC Gas Tank EJ Gas Piping Z Shutters Q Windows/Doors FlElectric 0 Plumbing Sprinklers 1-1 Generator E] Roof Roof pitch Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction:$ 5,302.00 Utilities:In Sewer E]Septic Building Height: ODUNfR/LESS:EE r CONTRACTOR Name PETER DE LA ROSA Name: MIRIAM VAN TASSEL Address: 2973 BENT PINE DRIVE Company: DVT HURRICANE SHUTTERS INC. City: FORT PIERCE State: FL Address: 3100 N KINGS HWY Zip Code: 34951 Fax: City: FORT'PIERCE State: FL Phone No. 305-851-1779 Zip Code: 34951 Fax: 772-794-1590 E-Mail: Phone No. 772-794-1581 Fill in fee simple Title Holder on next page(if different E-Mail: dvthurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License: 24394 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SURPLEMENTAL CONSTRUCTION LLEN:CgW INFORMATION DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend-to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Signature o I Owner/Lessee/Contractor as Agent for Owner Signature of yontractor/License Holder STATE OF FLORIDA STATE OF FLORIDA ` COUNTY OF .5V LUQ- COUNTY OF S+_ Lo—z_SL The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this 1 19 day of 20] 9 by this IS day of O4c�t 20%& by ✓"i�, YVt t'a n Ct.55 e J Y' i l �+ 0 Yyt V a r► I cx SS�/ Name of person making statement Name of person making statement Personally Known —. --'—OR Produced Identification Personally Known ✓ OR Produced Identification Type of Identification Type of Identification Produced Produced (Signatu of Notar Public-S (Signature of Not ��;Sta iC ,�, YP�,,,AREN S. NIE SEN State of F ors Ni eLSEN commission ..�' a Florida Public Commission No. =� a: Commission y Public �+ *_ Comm ission #GG 207484 %,;����°,.�° y Com 207484 My Commission Expiros mission Expires June 12, 2022 OFP` ` June 12 2022 REVIEWS FRONT- ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 r Component & Cladding Wind Loads FRECIEIVE",]D Prepared for DVT Hurricane Shutters,Inc Calculations by Seaside Engineers9 2Project: De la Rosa Residence Certificate of Authorization No.32048Location: 2973 Bent Pine Drive 4265 60th Court 19Sy�o Fort Pierce,FL 34951 Vero Beach,Florida 32967 Project ID: (722)202-8008 infoAseasideenoineers.com Date: 10/16/2018 www.seasideengineers.com Design Information Risk Category 2 Windspeed 160 mph Exposure D � Int.Press.Coef.,GC„ t (+/-) 0.18 E a 4.80 feet C 0'Lf? These pressures are calculated using the Allowable Stress Design.Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Product(s)used on this job.Contact Seaside Engineers immediately if the product attachment schedule Is derived on ultimate design pressures instead of allowable stress design. Florida Product Area Approval# Building Design Product Design Opening Description (sqft) Zone or NOA Manu-facturer Model Pressure(PSF) Pressure(PSF) #1 31.4 5 FL389.2 American Shutter Bertha,Blade 1 37.6 -48.4 64.0 -72.0 #2 12.8 5 FL389.2 American Shutter Bertha,Blade 1 40.0 -53.1 64.0 -72.0 #3 31.4 5 FL389.2 lAmerican Shutter Bertha,Blade 1 37.6 48.4 64.0 -72.0 #4 42.3 5 FL389.2 American Shutter Bertha,Blade 1 36.8 -46.8 64.0 -72.0 #5 63.9 5 FL389.2 American Shutter Bertha,Blade 1 35.7 -44.6 64.0 -72.0 #6 63.9 5 FL389.2 American Shutter Bertha,Blade 1 35.7 -44.6 64.0 -72.0 #7 31.4 5 FL389.2 American Shutter Bertha,Blade 1 37.6 -48A 64.0 -72.0 tvD 3 c-2 3 3 i 2 1 3 3 2_L 3 {typ ?2 2 2 I i I ?/ ROOF: I !(I) z� f0l2 21 tQ �z zitQ � z z � tQ ; z RO(���'i I I I I I I I I `� � ��•••••••• t� �I Q EN 2`' I I I I % i 2 z I I I I _ • No.7222 3 2 3 3 1 2 ' 3 3 1 2 1 3 * • • STATE OF 9 4 WALL: h �i��*•.4 OR RO • •.•�•`� oee 5 i 00 ® B ® 1 6 �� isS�ONAI.E�G'��• 'OO _ Edward K Roske,PE October 16,2018 .. ... �.[,i Jr �. .� .� .- ., i� Ila � � �1 J�' al � .. .I _ _. ., a. ' 1 ., ' _. ..__ _ .z =. _ .. _ _ i I i ; .: � - ., r, ., _. �. _. �_. .. _ � .. � _. .. _i._. " .. , -. ._ �i- ... -- a ......_. I .._. i_ .. - - - .- - -. .. .. _ _T .. .. I- _. �_ _, - ._.. _ _ _.-� f i � , ..._. .. ._ �. .. _ .... _. _ ... ..... l.._ _ .i ._ � ... .. _ _. _ � _ __ _ ._ _ .., _ _ I ._ ,- -.-. .. .__.. . I _ _ .� .. - .. .__ .. _. __. _ .... _. _ - ._ r 1 .. - _ .. ... _ .. � � .. _ f L __- , _ .. ,n....._. t 1 _'M` _t�' _ I;' ` 1 i � � 1 .. 1 t1.,{" .. a ., i ,I ', { �'f,, .. � �� M...... � . _.a. ... ..3 • _ .. I� i. � .. � - _ ` < ���y � �J..'. 1. i �' _ _ �`I.k'iCu;+ "i Pic ., . . . ' aCIS Home Log In ;User Registration Hot Topics Submit$urcharge Stats 1,Facts, Publications FBC Staff i, BCIS.SIte Map Links search lorida 1: x K Product Approval ' USER:Public User RECEIVED ProductAoorovai Menu>Product or Application Search>Anbtkation:List>Application Detail FL# Fi369-R9 U C T 18 018 Application Type Revision f code version 2017 ST. Lucie County,Permitting Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, ric. Address%Phone/Emall 4268 Westroads`Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative T Address/Phone/Email � Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3112018 Validated By John Henry Kampmann Jr, 0 Validation Checklist-Hardcopy,Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC..INC. DRAWING, 17-107 .CERTIFICATEQF INDEPENDENCE.PDF FL389 129 CAI.AMERTCAN SHt)7TER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF Ft-389 R9 COT AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE-0 INDEPENDENCE,PDF Referenced Standard and Year(of Standard) Standard Year ASTM-E-1886 2005 ASTM E-3996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified:By Sections frorn the Code Product Approval Method Method i Option p Date Submitted 09/18/2017 Date'Validated 10/18/2017 Date.Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL.# Model,Number or Name Description 389:1 Bertha HV Accordion Shutter- Extruded aiuminum.interiocking:blades retained by tracks Blade 3'-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use. Installation Instructions Approved fer:usein HVHZ-No FL389 R9 I1 AMERICAN-.,SHUTT R SYSTEMS DRAWING Approved"for use,outside HVHZ;Yes 17=fOg: BERTHA HV'ACCORDION SHUTTER 5YSTEM.PDF Impact Reslsta iti Yes Verified Byr American Test Lab of South Elor€da Inc. Design Pressure:N/A Created by Independent Third.Party:Yes Other:Large Missile Level V'.Max span-Is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD;ioad FL,�84''R A RICAN SHUTTER SYSTEMS DRAWING the HV3 biade,w/d window biade;5'-2"for.Ila psf ASD load -108 PRODUCE EVAi:UATIOO .REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9`-11 Created by Independent Third Party:Yes for 55 psf HV3 blade w/wlridow blade working in unison.Max.span.for HV3 blade w/a window blade,for installations into Metal Stud walls is 79"for max..ASD pressure rating of+72,-72 and 84"for+64,-64 psf:See. sheet S:for other spans and ASD pressures.. 389.2 Bertha HV Accordion Shutter-Blade Extruded:aluminum interlocking,blades retained by tracks' 1-Only-(Non-HVHZ)-Drwg 17-107 (top:and bottom)for storm protection Limits of-Use. Installation Instructions. Approved'for,use'ie HVHZi:No F I3$Q R9`"Ii"AME@jCANS UN TTER.SYSTEM ASSOC Approved for use outside HVHZ:Yes INC.. DRAWING 17-107 BERTHA HV ACCORDIONUTTER Impact;Resistant:Yes SYSTEM.PDF, Design Pressures N/A Verified Sy:'American Test Lab of South Florida Inc. Otheei.Large missile level"V.Max.Span is 16'-0"for 30 Created by Independent Third Party:,Yes p.s.f negative ASD load depend€ng on centermates,and Evaluation Reports locking.rod configuration for the HVi blade,W-0"for+64, E{389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. 72 p.s.f.A.S.D;load for HV blade-forKeystone mountings INC.-DRAWING 17 107 PRDD ICT OF EVALUATIt3N 7'-0"ps.f..foranetais stud mountings:and 8'-0"for 110 p.s.f: EEPOREDF forHV1A working in unisom See sheets 7, 11 and'20 Createdby.independent Thh€rd Party:Yes respectively of installation-drawings.for other spans,and pressures: 389.3 ::��Bertha HV AccordionShtitter- Extruded aluminum interlocking blades retained by tracks G9MB0 -(Non-HVHZ)-Drwg:17-106 (top and bottom)Focstorm protection Limits of-use Installation Instructions ,Approved for use in,HVHZ:No 'EL389.119 11 AMERICA -SHUTTER SYSTEMS ASSOC..INC. Approved for use outside;HVHZs Yes. DRAV41NG 17-106 BERTHA HV ACCORDION SHUTTER Imp act Resistant:Yes' Y :PDF. Design Pressure:N/A Verifled By, American Test Lab,of South Florida Inc. Qthers Large'm€ssile.Max. 16'-O."span at 30 p,s.f ASD load Created by.Independent Third Party:Yes for Blade 1 and 18'-0"far-Blade 2,See schedules on sheet EvaluationReports 12,25'and 28 respectively FL389 R9 AE:AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17=406 P(20DtlCT EVALUATION REPORT.PDF Created by IndependentThlrcl Party:Yes [tack ttart contact us 2602 13ta1r Stape Road:Tallahassee AFL 32399 Phon:850-487-1824 The state of Florida is an AA/EEo employer.Colied' t 2007-2013 state of Fiorida.:i Pktvaty Statement:.,Accessibility statement Refund statement Under Florida.late,email,addresses are public records,If you do not want your e-mail address released in response to a public-records request,dotnot send electronic mail to this enthy, Instead,contact the office by phone orby traditional matt.If you have any,questions,pleasecontact 850,487.1395.*Pursuant to Section 455.275 (1),Fla Hda Statutes,effective October 1,2012,ocensees licensed'under Chapter 455,F.S.must,provlde the Department with an email address If they have one.The -emalls provided may beused for official communication with the llc,nsee,However email addresses•am public record.if you do not wish wsupply a personal address. please proada thebepartment withanemalfaddress which'ca0'`ae:made available to.the public.To determine.it you are,a% under Chapter 4$5,F.S.,,please click hlgfg,, 'Product Approval Accepts: GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM.SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EDJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6th ED"ION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGHVELOCITY 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 Kda0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED - 014 SHEDS.11 THRU 15, 19.&.20. IN ORDER TO VERIFY THE ABOVE CONDIION-. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1• HV BLAnF4(�A, Ifel 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 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS. HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. BERTHA H-V:ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD.HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER SYSTEM COMPONENTS 21-37 SHEET 3 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL.WINDOW BLADE&WINDOW DETAIL -FN BLADE(D 80214.01-03,$0715.01-03,11004.01-05, 81214.01-05,80317.02-06.80609.01-10 AND 60210.01-11--AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASIA E-1886 AREA 2: HV-BLADE Cts AND HV WIDOW BLAnF.Lel AND E-1998.STANDARDS(MISSILE LEVEL D.WIND ZONES 1, 2&3)&81220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. .(WHERE APPLICABLFI -HV WINDOW BLADE.®.80505,01-OB AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL Q;.WIND ZONES 1,2.3) BASIC PROTECTION ONLY AND.#0725.01-86 AS PER.TAS 202 PROTOCOL. TYPICAL SHUTFER ELEVATION &NOTES ON LOCKS SHEET 5 2.HV BLADEO AND HV WINDOW BLADE © ARE ENGINEERED TO WORK:IN UNISON WITH EACH OTHER UNDER THE GENERAL_uTATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 S. BERTHA H.V.ACCORDION PINS'(HV SCREWS); USED AT BLADES KNUCKLE AND FOR DIRECT.MOUNT CONNECTION TO TRACKS SHALL BE 8142.75"AND 814x1.75'RESPECTIVELY, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET e' STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kat TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS'.HV SHEET 9 COATING APPLICATORS,REGISTERED WIT"AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON.THOR HEAD. 4.ALL.ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063-T6.ALLOY IS 30.0 k8i AND135.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. - - - MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS.TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT.COATED CARBON STEEL AS PER DIN 50018 WITH 50 ks;MIN.YIELD STRENGTH AND 90 ksi MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE& BLOCK SHEET 12 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411;32.4. ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 13 8.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AIM304 OR 370 SERIES STAINLESS STEEL.,WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 14ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE +O: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R, WOOD SHEET 16 'HV BLADE Q&Q WORKING IN UNISON:12, 13& 15 INSTALLA71ON DETAILS S-X.WOOD SHEET 17 8.THIS BERTHA H.V.ACCORDION.SHUTTER SYSTEM BEARS A U.S.PATENT 86779,582.COMPONENTS OF THIS APPROVAL.ARE COVERED,IN WHOLE OR IN PART BY U.S.PATENT 85'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. 9.1T SHALL BE THE RESPONSIBILTY OF THE'CONTRACTOR 70 VERIFY THE SOUNDNESS OF THESTRUCTURE WHERE SHUTTER IS TO BE ATTACKED TO'INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREk 3'-WV wINDOw GLAD C1A1 QN Y ALL SHUTTER COMPONENT EDGES.WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION: TYPICAL SHUTTER ELEVATION .SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VIABLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT, OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL LW AND HD LOCKS.. - AREA 4: WV WINDOW BLADEin ONLY 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 INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY:OPENING.LABEUNG.TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE '12:BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION'SHALL COMPLY WQH SPECS INDICATED IN THIS DRAWING PLUS ANY.BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDIC1I N`WHERE PERMIT IS APPUE TO. 13.(a)THIS PS 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 Or THIS PRODUCT,EASED ON THIS P.E:D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS.DETAILEO ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS P.E.O. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEPNS, OBTAIN PERMITS IN THE STATE OF FLORIDA (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL.BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE PIED:ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR RENEW. (e)ORIGINAL P.E.D.- SHALL BEAR THE DATE AND ORIGINAL SEAL:AND SIGNATURE.OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 02017 TILTECO.INC. ®2017 EASTERN METAL SUPPLY, INC. ............ jEBERTHA HVM O S S A Accordion:Shutter System IL ECO ,N�. Y W.v: BLAX#t w/OR w/o IH.V. WIrmow BINE CO It I� $� i TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N .DESCRIPTION DATE DRAWN BY: L.C. LE 6355 HW.36 5L.M JOS V '"GARDENS,RMV,33166 Association, INC. I OLD 15-085 7/27/1. DATE: 07/27/17 Nr�J Ph-:(305)871-1530.F..1(305)871-1931 4268 ,Westroods Drive s :�r5 It R" \ ���� -:41000s?i9 iGOT West Palm Beach, FL 33407 3 DRAWING No - s�on�ai�i� 17-107 X11 WAI,iLR A TILUT.Jr.P.E. 4 P.E. !tkR 81P,NA'k/DATE FLORIDA u`'/44167 5 SHEET RECEIVED - s 1 OF 20 OCT 18 2018 5T. Lucie County, Permitting p; 3Y SPR 000W BLADE V^J a6, , - - VARIES 1'4 1' wy g o -2*-I r� :. 4.71" HV,SOLID BLADE �hY UNIYERS�L FLOAT tt Js �ry °�+ �5`HV 20-118W STARTER COVERED UNDER US PATENT # 5458179 QUALIFIED ) USE W/ QUALIFIED FOR USE W/ HV BLADE(D �, V DIR CT--�SE W/ 60 BSE L 1A „HV. WINDOW BLADE 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE WJ HV 6063-T6 ALLOY AND TEMPER BLADE 0 'SEE LIMITATIONS OF USE OF BLADE 0 ON SHEET 19 _ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER t:560„ 2.670' .670" qf6r,' '. 072 842 o915• 92-7 HY AD1 A APTER W/LIP "'4°47L QUALIFIED FOR USE WJ HV (8-}HV WALK-MR TRACK 926 - HY ADJ.- FLQQR- fNdCK BLADE OT QUALIFIED FOR U W/ HV @-HY TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADEQUAUFIED FOR USE V//HV QUALIFIED FOR USE W/ HV :6063-T6 ALLOY A 1_ TEMPER BLADE�}t.ONLY. ITVRdl GUARD BLADE 1 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-176 ALLOY AND TEMPER VARIES m� 7:936`. 'BLADE 1) 1' t.9t " ?' VARIES 1.936' 8063-T6 ALLOY A 0 TEMPER 1.917 `ai I ;o x083. 083• 1 x083` p 1 .083" ni C93� .093'°ani „ °..'� .12K' n �.....�.». m. .100 .. mL__:» -- - 60' 060'- 670 . lwl :060' III 'I �•? °q { - a' 670 L 1:686'. �� o 0.1 670167 e t .7�. ' i a HV KADER/SILL 13) HDC LING HEADER SIk l i - -102. 11 HV CEILING EH AQER J ; OUALIFIED-FOR USE W/HV BLADE�1 jONLY, QUAUFiE 608O3�T6SALlpY q p BEMERONLY QUALIFIED FOR USE W/ HV BLADE 1� 11'4 ,}�D WALL { DER�SILL SEE SECTIONS FOR VALIDI7Y'" SEE SECTIONS FOR VALIDITY. QUAk:IF1ED,FOhR US£WJ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER. BLADE�lONLY. 6063-T6 ALLOY AND TEMPER r COMPONENT A 8 T7. T2 I X Y ( Y MN.XMN.YMM.t y 2' 2' Oi125" 7'' t' OA62' j 2" S"MAX. Y'/8' i/a' 3` 3' 10.090 t8 2` 5'MAX,1 0.192- i 0.192" SDE_ ANGs A UMkN 20 CORNER POSTS QUALIFIED FOR us> W/ HV _� ANGLES 1 _ z:5" 7"MAX. 0.100' 0.190' QUALIFIED FOR USE W/ HV BLADE�}t QUALIFIED FO USE W/ Hv 1 BLADE(f 6063-T6 ALLOY AND TEMPER BLADE&QNLY. 2" 5'MAX. 8.139' 0.131' 6063-T6 ALLOY AND,TEMPER. 6063-T6 ALLOY AND TEMPER 1. irirlssnr -- FLORIDA BUILDING CODE(Non High Velocity hurricane Zone ii + 92017 Tare°o INC. 0.2017 EASTERN METAL SUPPLY, INC. Mfr BERTHA�p •—•—•— Accordion Shutter System. w A.S.S.A . H.V. BLADE#,'W/OR W/0 RV.1MNDOMF BLA17E J TILLIT TESTING h ENGINEERING COMPANY At't'iBCICOtt SMUfaF SYSf8tti5 [y N. DESCRIPTION 'DALE bRNYN By. Lr- Association,&355 Rx,361h:ss. Sm.w6.w"a WDENS,rt.0aru 33?9 AS9dO1dfI011 Inc. a. OLD 15.-085 7(27(1 '�OATE: .07/2'!/17 �* i 4268 Westroods Drive 2 Ph-t:(305)871-1530.Kax:.(305)671-1531 DRAWING No rL` 4tr��� -ow:VII-40-1 an West Palm Beach, FL 33407 3 17-107 •-� s� ..,... tit WALTER A TLUTtJr.P.E. A Jf✓ \+v II FLORIDA.Li¢j 44167 5 SHEET P ElDATE 6 2 Of 20 r 4.660 l/a°-TON1 1/4'-20 ME GST 4.76� ! 7a5" 2.9 't-' p.3 MT l aD THREADED BAXEDL JNTO) Sla'-20 743' o 't S5H.i: eA%ED mNNiEO TNREN7EDH CAST R' !Y 6 _ ml $NtED PNN3EGEL �} ^ GRESS 1uRN U o o� 1 r N of O m xNOs. 1 01 .318' BRASS MINDER Ems CYLINDER m•4 . hn e} KEYS(CHROME (CHROME PLATED) p.2 $.Rp -i{ (1 0 ) U n-' m 0 PLAYED) 27 HV CENTERMATE s's. o. sp. I 1 sis,. m�l �. V C HY EGRESS LOCK QUALIFIED FOR USE W/ HV BLADE 1 &; ONLY 122 V G C - o• •� 3:023 E75"S Qt1AtlFIEO FQR SE Wj HV QUALIFIED FOR USE W/HV .6063-TO ALLOY AND TEMPER QUA IEO.FOR USE W/ HV BLADE 1 & to'ONLY .. 6063-T6 ALLOY AND TEMPER C M BLADE& ONLY. BLADE D& ONLY. Q ALIFIED FOR USE W/ FN BLADE U1 ONLY 250"O'D' •518" 2.874' 6063-T6 ALLOY AND TEMPER PLASTIC HEAD o ' 1.7�. 4.Da5' r - 2. MOLDEDSCREW 'r ^ PLT ,n ti .�"'�' o Q61j1 5" q :360"AFTER RIVETING n I •i�u iv pp','ps rct n ^1 /4•"g"'20 X .3,/4" 6EFORE RMcZiNG 5.5. THUMBS G.RFW I fo"1+x-20 RIVNUT* . 41dt �vg!L *SERIES 9444 N.UMF.4UM.{2034-T]ALLOY)LARGE fLtNGE.7THIN(C —[ w mI t SHE&NUTSERT.PART 1.0820;AS MANUFACTURED BY AWEL �,,.,, 7760_„_ F.�••n0"--------•,1 - 6.-2.t CHERRY TCKTORN,PARSIPPFNY.NEW JERSEY 07054 OR EOWL PLAN n FRONT CM"ATON + HV MALE "T" LOCK CENTERMATE HV "T" LOCK @ HV At- VE LOCK iQGKER EOR "T" LOCK CE TTE,RMATE QUALIFIED FOR USE VJ/ HV BLADE JgNLY . HV FEMALE 7 LOCCENTERMATE QUALIFIED FOR USE QUALIFIED FOR USE 1V/ HV QUALIFIED FOR USE W/ HV BCApE{t�ONLY 6463-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ KV BLADE(S?OhtLY ty/h{y ©CALIF�1 ONLY: BLADE 1Q ONLY. 6063-T6 ALLOY AND TEMPERR'"' 6063-T6--ALLOY AND TEMPER 7.977' 1.917 M `�'�j 3.161 4 :43a�. sem,,,, 'fHUMB'TURN ,aoi .063' `I -�z=- C • CYLINDER OR ^f 214" -I a .06_3 .0621 r 5 KEY CYLINDER ,214" m n C O r cd 0.875'125'Max. 3J CENTERMAIE W. NO LOOKItIG ROD 04 HD CENTERMAT ROD U ° o QUALIFIED FOR USE W/ HV BLADEO&& IA QUALIFIED FOR USE W/ HV BLADEa. & 1A y� t 6063-T6 ALLOY S INSERT AND TEMPER - 6063-T6 ALCOY AND TEMPER `*� E VARIES. 12"MIN. QUALIFIED FOR USE W/ HV BLADE L,& IA i/4'P-20 SS.OR 3/6`m-16 � t.130' 6063-T5 ALLOY AND TEMPER � __•THUkBTURN ACETAL iHVNBSCREYYS. tt/2' CYLINDER I (SEE DETN�S) Da _ OR KEY 1.57 Min CYLINDER 1.7$-M.A. LOCKING ROD LS W 1/4'0 (R HD LOCK L..arsm /� QUALIFIED FOR USE W/ HV BLADE 0t}; 3/$"01-1'6 ACETAL `_3{'p V IA- �'{-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 NOOK BOLT LOCK. 6063-T6 ALLOY AND TEMPER C6 BYHOLE THUMBSCREW ERIE S.S. THUMUSCREWS QUALIFIED FOR USE W/ HV BLADE(1 & (A DSILLEDAATATION TRACKSLFOREQUIRE A pROpER EMBEDMENT QU/WFIE�D SFO HV BLADE '1Q QUALIFIED FOR USE V7/ FIV BLADE�� FLORIDA BUILDING CODE(Non N;gh Velocity _Hurricane Zone (Fj11� tE T1� 4a 2017 EASTERN METAL SUPPLY. INC. T'1 ! 02017 TILTECO.INC. BE THA Ham ............. �C N,. ?T�•�z ..-_ F 9 a A Accordion Shutter System 7 1 L C d I N C. A■ w&■ ■ H V. #1 W OR W/0 H V. WINDOW BLAT * " j+ American Shutter Systemsv,N OESCRIFl ON DATE " DRAWN BY: L.C. 21' - TICCIT TESTING & ENGINEERING COMPANY Association,,, Inc. T OLD 15•-085 7/27/1 DATE: 07/27/77 Y {ry}3 N.W..3UN.SL 51 JOS.Y1"C"'A CNi031S,RORM JJtO STATE OF n. 4?.68 westroads Drive z � Pnpne: 7i 1530 .Fm :(3a5)eii-15st DRAWING No 0,�, F� 'Gi��` p nmL•t teecD .Dom West Palm Beach, FL 33407 3 �. OA►D4i t• Ea- 6719 a i 7-107 .- 1} •'"•••• vt tt{ WALTER A,TIUjT 4,P:E. S/ 14 FLORIDA Lit.B 44167 5 SHEET E. SE, %3��i ftEfDAZE 6 . 3 OF 20 SHUTTER ASSE /M �BLY SCHEDULE FOR — /T ���HV 11.4 HV 3/8 P 12'Inl'N.ALFA' CE 41 4O (� �TO BLADE P --- _ .0623 HV BLADE T CT cE 1A e7� 1 /- (�;I.,. `. kiY WINDOW fltAOE A625' Rim X-Y A825 0625" HV BLADE 1A jf Cl j; L fl�E,s1675' Y HV LONG RECESSED NYLON BUSHING 1z -, KNUCKLE oPENm .0625" nk 39 .1 (TyP) 1 0.062' 30 HV SHORT RECESSED NYLON BUSHINGR7.75o, N N. . I z iFLAT ��� � f� 3 SO' KV NYLON HAT WASHER - Q OR C4 HV WHEEL CARRIAGE NSt 302-303 SERIES (� t a.45 40 i ! f,.l X fel¢z at 0 X 0-870-x3/16- THICK NYLON WHEEL. I NI 2 7/6'MIN. Nv WINDOW 0.188"0 AISI 302' SERIES S.S. RIVETS .315'0 SEPARATION I BETWEEN A625'�I. 3.7500' � A625' 44 HV 1 3/4•• ACCORDION PIN W/ #8, HEAD * EXTERIOR IJ , OPENINGS f 5 3/a' ON CENTERS 7300" HV 2 3/4" ACCORDION PIN'W/ #8 HEAD* t4l 47rth. o i^ I -EARA ofl rt��1oN � 11 ' BETWEEN APICAL HV WINDOW BLADE IAA, AND r4^l POLYCARBONATE IMPACT RESISTANT NV WINDOW i I� 'o I }{ 7 5 POLYCARBONATE HV WINDOW DETAIL OR QA /- or ®3 • ((SEEUNOTE EOR QIREMETS) © ®I I OR 1 ycPOLYcnRBONpTE IMPACT RESISTANT HV WINDOW !' RENI I } BAYER MAKROLON 3103 POLYCARBONATE, �-- RESINS, UV-STABILIZED GRADE OR SABIC * L112'MIN.C CE 0 stAOE M INNOVATIVE PLASTIC LEXAN 103 RESIN Qt OR'Q I (SEE NOTE "F 9N SHEET 19). � C' I (1) HV PIN '?.7 SHALL ALWAYS BE USED AT ALL EXTERIORBOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR I' POLYCARBONATE SOURCES FOR 44 HV i BLADE. I I EXTERIOR ,PPLICAIX M91LT (� NYpCAL SH TTER ASSEMBLY ��••�� *,PCN.P"ReaIEs WAIDA9D N.i'.5. } ,HV PIN @OR AT PDERE]K[ EXTSERIOR (2) HV PIN @ MAY BE USED IN UEU OF (9 AND ONLY AT BLADE'S KNUCKLE.* a>xsrel EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D 40:024 (SEE NOTE *FOR snom mxm AM 0702 04.3 wt' aau mA. ,BLADE WHEN CORR[SPONDING TO INSTALLATION "Ii", SHEET 7. oma it 3 REQUIREMENTS) C TE71s13E mo SSRoxn. .ASSN 0659 9.400 pe.:.. 0.5W i 1 I .il(UL SIRMTH AT MOD ASTM 07P0 1]300 Pe}_ 13.400 pat (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER ® FaYURAL wo us AM D790 3+0.000 p,.;. 3+5,000 W. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8j I t \.l _ ? S� NDrOHEO 2100 w9w n�ol�0208 1e - Ir,T-mom SHEET MEL CARRIAGE DETAIL suo»E.DENSRT ws1M 028,13 4T2 x 64:0 s MAR SS,EMBLY LAYOUT PAX Of ellWNt; w+TN Dass, G-1 CIA C-1 taus N.TS. - - SEX"MON ASSN DIM 1040'F 980 TEN54E Sll&t N fiiiR NEAAD'V tic AM sae 9302 P.,.L am pai. 1 HV BLADE SOLID & f HN WINDOW BLADE DETAILS ;UM S7RM 6170RE WrAT G A501 638 1 8.61 Pal saw p.ti. N.T.S. FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zane' X12017 E1�iTERN METAL SUPPLY,,INC. {/ 02017 TnTEco,INC. BE HA HVTta 'A c1V A► ,A Accordion Shutter System L E C O i m C H.V. BLADE#1 W/OR w/O KV.WNDOW MADE „.� ,7x 4� TICCIT TESTING-k ENGINEERING COMPANY Am Shutter Systems ,N 'oescR,Pnow Ogre Oruwn qr: La. ,•j 'ty fit, c3ss N.w.3am sl,st<3as.KRc0 e,aDe?;s..Ttorta 33,6 Assaclation, Inc. 1 OLD 15-oas 7/z 7(1 DATE-. o7/z�/17 4268 Wes#roads Drive 2 P .....a tt-Ts' Phone:(305)871-1530.Fox:(305)871-1`+31 West Palm Beach.. FL 33407 ;. DRAWING No SIDNAL�t> 17-107 p,,✓ WALTER A.TU”Jn P.E. 6 SHEET FLORIDAORILAO..?44167 P E.. SEAL/SIGNATURE/DATE 6 4 OF 20 t °" � *NOTES ON HV LOCKS AND CENTERMATES: A e c c $"� u N s s u t °k�"`✓ ATOV=ML.OONE HV LOCK nr s�'SHALL BE USEf.I AT 1/2 OF SHUTTER SPAN FOR ANY SPAN L.J t9 OR 12'ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105 AND FOR INST TIONS AT ANY ELEVATION. HV.LOCI((2j or MAY BE.USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO OR @ CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD.S.S.KS.LOCATION OF LOCK SHALL BE AS INDICATEDON TYPICAL SHUTTER ELEVATION, ®^^®QA 2. Q�,�Q�pj�@Qjl/1;,IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWD HV L S SHALL BEOps MAAYTBE ED OSED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LUCKS TO CENTERMATES(8., d r LOCA ION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3; OFrEIONAL CONDITION 02 MUD ONLY WH N#11 OR UMffM MANDATORY CONDITION #2 IS USE[I_WLTWO H.V_LOG1fS?• LOCKING RODS ARE NOT REQUIRED AT�URRICANE POSITION, BUT MAY 4 S td6 oxYSOSos"(�� T?� BE USED IF_DESIRED TQ ENHANGf-SHUTTER P,ERFO FIANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE w MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), ti 4; gj{?�Y.COND010N i2 ONE HV LOCK(a SHALL SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK or fj SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHFA TO CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2 LONG FLAT HEAD S.S. M,S. TWO,LOCKING RODS 9 8 I AT TOP&BOTTOM SHALL BE USED LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. »oe-»vc MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES'SHOWN ON SHEET 12. �— &� beg a 5: RST ALTERNM To MAN NnMON J11 VALID ONLY FOR W IM W/SYMM! jj •ONE ALTERNATE 1N LOCK_ &"MAY BE USED IN UEU OF HV LOCK 0 or 2 FOR ANY SPAN AND t $= eV2 INST TIONS AT ANY ELEVATION.AL NATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK;ATTACHMENT ; ( »�_. OF 1/4'o-2Ox3/4-S.S.THUMBSCREW TO 0 OR @ CENTERMATES"SHALL BE MADE W/ 1/4`4-20x3/4'ALUM. ! x -s• � tDp-Iy^'D $R� RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO } LOCKS AT 1/3 OF SHUTTER SPAN. v MANDATORY EO KEYSTONE MO INT1N-INT"1ATTONS• ONE HV LOCK or or SHALL BE tJ I. USED A7 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1f2 OF SHUTTER SPAN FOR SPANS.UP 6'" TO 9AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK I&or 0 or @ MAY BE USED AS AN INSIDE OR L liOUTSIDE LOCK,ATTACHED TO Q or @-SYMMETRICAL CENTERMATES W/(2) 1/4' 20 x 1/2'LANG FLAT HEAD S;S. 1 .SEE ENO� r M.S. LOCATION OF.LOCK.SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/.g .CONNECTION i OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY, DETAILS.ON .D r E N I 3 188 Ts IFDULL t *NOTES ON HV "T"" LOCKS AND CENTERMATES,• HEIGHT. LV Of CORNER ura�NnrD1' - CENTERMATEONE ALTERNATE HY 'T"LOCK S(a MAY BE INSTALLED IN UEU OF NV LOCKS OR FOR ANY SPAN AND AtLATIQOII AT ANY ELEVATION,ALTERNATE I:=�,.,(AAY BE USED AS AN INSIDE OR 0U SIDE LOCK.ATTACHMENT OF LOCK(„9 INCLUDES USING REINFORCING LOCKERIJ,AS SHOWN ON-SECTION HVG SHEET 9 WHICH MUST BE 10 t ax + oRl t+ os CONNECTED TO CENTERMATES @ AND C W/ 1/4"1-20 x 1 1/2'LONG S.S.THREADED BOLT YW/7/8'0 x 3/32" VANGNVT OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'ox 5/8'RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' �+07 +, � ..0 G8- MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS 0,TOP AND BOTOM IS MANDATORY. +®°R1,11 0- 0.-oa19 5 9 1 *NOTES OON-H—D LOCKS & C��'�(y(�FRMAT t Hb t34*,J Nb RMATEs 01_,QRI 2 W/tax ONE ALTERNATE HO LOCK(D MAYBE USED IN UEU OF TIPPICAL t1�FIV BLADE SHUTTER ELEVATION }{y LOCKS'2 OR 2` FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION,ALTERNATE HD LOCK 14 ALAY BE USED AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HD LOCK 4'70 0.15 Wf 3#8 x 3f6'F.H.S_SM:S..AND INCLUDES N.T,S. REINFORCEMENT INSERT'„AS SHOWN ON SECTIONS H138- AND NDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE.MIDSPAN.USE OF LOCKING RODS @1,IS COMPLETELY OPTIONAL .� fL RI U LDIN ori High etocity urricane one, 101 1 ..• fT: 0201%TILT m INC. CJ 2017 EASTERN METAL SUPPLY,INC. +'� : s�:.., 3 � ERT A HVTM Accordion Shutter Sy stem LIE� ■� ■ ■ ■1i ttvt w/OR w/o H v.vLtl�ow SAX /. `�, 74• American Shutter Systems .N DESCRIHTION DATE DRAWN Sy. L.C. - � F/ /�y�., TICCIT TESTING & ENGINEERING:COMPANY Association. Inc. r OLD 15-085 7/27!1 [wEq. P%/27!17 �y 4' 4355 N.W.1&4R SL Ste 305,W"NA WD3i5,FLOAVA 3014 O _ 4288 Westroads Drive 2 - ( $ � Pwm:1305y871-I530.Fax:(aDs)s71-1561 DRAWING No s�•.,, 6ti�111'1 ,mc�41�6719 West Palm Beach, FL 33407 4 jl?�IAL ic�37-107 • /i WALTER A.TLUT J,..P.E.P "'" FLORIDA U..1 44167 s SHEET P.E. SEAL j51G1Ud�URE/DATE s 5 OF 20 -CONCRETE ANCHORS. POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK REQUIRED 1/4"0-2093/4'S.S. S- POUREOCONCRETE-t SHEET 13) CONCRETE ANCHORS i MACHINE SCREWS CONCREtE\ RE011IAEO _ F� ( (SEE SCHEDULE ON W/1/4"-20 REQUIRED `' NUTS @ 12"O.C. CONCRETE ANCHORS �� 17 iH �A tEY'TGVE(SEE M011HiING Q4N 5HECt 7) r �� SHEET 13j r" r\X - (SEE SCHEDULE ON SHEET 13) I r r rED tf4HI E S/4"S.s. i r #:M;n. T'---"-r - ' f� ED ED MACHINC SCREWS --r -f _ ^EQ. E C- = USING.1/-0"-20 NUTS 1 r 2 t - a 12'O.C. 250'Mex. ( ` 13 oR 15 E t 3 aR 15 .2$0"Mox. E.D �D 4 t M... \\ i i 7-- I i .. r .r: '`,' I t•�.rO r r OPTIONAL I i •r I i� y,/ OPTIONAL 1 , SaEaIhE sF , ♦ , MIN.SEPARATION TO GLASS 1 I—II FaR aAtcmnwWL SEPM�TKN 1 OR 11 EXsnNc_;_I-----•- )—I GLASS (5EE SCFFDULE ON SHEEP T1EXISTING. IHn7L'r , MIN.SEPARATION TO GLASS 1 GLRSS—, ("(SEE SCHEDULE ON SHEET Ii) EXISRNG i I , Com--; OC HV WALL HEADER INSTALLATION A HV WALL HEADER INSTALLATION ) SIV WALL HEADER INSULLATION + KEYSTONE '£XRSTING MIN.SEPARATION TO CUSS I '"—"'-(SEE SCHEDULE ON SHEET 11) Gi.tCS =ZPAR CN 1 OR (1 ♦ I I I 1 FXISRNG_ 10 QA55(SEE I, + 3 MIN,SEPARATION TO GLASS GLASS ',� acuzs ON st+ i I{ I i-(SEE SCHEDULE ON SHEET t I) 1 I I I 11108 BLADE d1,vo-'l sNEVY Ig MR {ry�F!( rLyh i 1 p9-Am(D ;;3 , EXISANC J,rr .'` r /-OP.TtONAL (rkaR(I CU155.,.-+ i E:(O.' {•' ' i i' i, Ifa:. f �^ Ilil III / `• ... YI' i i 1/4"Max. OPTIONAL i, ! - r" 13 oR 15 E.D.- i /rr i i i i fr - ti I I i i 1/2:✓ _ i9 . EO EQ I iiin r r - 13 w 15 r �LE. 1/4'0-2023/4'S.S. M/ 12 OR 14 � PHILWPS TRU55 HEAD 1/d'C-20x3fa"55PHIWPS MACHtHE SCREWS uSiNG r r r.. ' CONCRETE ANCHOAS TRUSS HEAD MACHIM1IE SCREWS FjXNCRUE (SEE SCHEDULE ON.LG� �� �>1 / -- 'v-CONCRETE ANCHORS I ' ,:' r' 1/4'-20 NUTS♦ 12'D.C, W/ t%4"-20 NUTS♦ 12"O.C. SEE SCHEDULE ON SHEET 13 M;n. POURED CONCRETE— SHEET t3j j7�`" { j � / j y OR CONCRETE BLOCK POURED CONCRETE_.1 / REQUIRED OR CONCRETE BLOCK t -"f1 J/ ANCHORS }YPLL REQUIRED FfiV WALL SILL iN$TAI, A�TioN POURED CONCRETE) (SEESCHEDULEHV WALL. SILL INSTALLATION OR CONCRETE BLOCK WALL REQUIRED � HV WALL Sll�,, INSTALLATION NOTE FOR SRI'15ATAnN at:�: .. 1:NSTA'LLATIOAi.LS W/ I-SEE SHEET 4 FOR TYPICAL SHUTtER, *E,D.-EDGE'DISTANCE ♦ SEE bMTATIONS OF USE FOR : HSV BLADE . ASSEMBLY (SEE SPECIflCATIONS QN SHEE !13) DtAOE�'ON SHEE'19 2- MOUNTING SECTIONS CAN 6E OOMBINED IN ANY 1VAY TO SUIT ANY INSTALLATION, t fit fi,. L{r {�y�• ?! -� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 TILIECO.INC. C 2017 EASTERN METAL SUPPLY, INC. V s� BER TM BERTHA 4 �► A A Accordion Shutter System �� E C, LNc. ■ ■ ■ ■ H.V. BLADE#1 W/DR W/O RV.WNDUN BLADE TILUT TESTING k ENGINEERING COMPANY American Shutter Systems Ev.N.. DESCMPTION BATE DRAWN W. L.C. cy \\ Association. Inc. I OLD 15-085 7/271, Dn,E: o7/z7ftt (Q 4} dt }\ 6355 LAW.!flA 5 Ss 305.xRGNa aARB N5,aoAan 35Is 4268 Westroods Drive 2 PMne:(30$)871-1530.rax'.(305)871-1531 DRAWING No s -6�` '4 a mal:we«oeoa.caP West Palm Beach, FL 33407 3 7-1 07 R�r+' ES 006719 4 ^'•••uyr�N wnLTEn A mut Jr.P.E. 5 SHEET P.E. SEAL/SIGNATURE/DATE FLORIDA Ue a41s7 s 6. OF 20 J _ CONCRETE ANCHORS MN.SERAPAIIOV OR �� i ' 1 POURED (SEE SCHEDULE ON SHEET 13) .TO axa(Sw � SEPARATION , uw: I. 1. CLASS CONCRETE I pfE-�EL42T EXiSRNG r ' to`Eout '+ REOUt�ED EDGE OF -'11 FDR STALL 0 r � GL SS"-`� �.yTy i � ~�SHEET 11) f r I -r D f r y APPtICt&it EXISTING ' �ELMO&�� • �ixz�so Wit[ !a-, i � 9 .z rf/ / 1' / OIASS /r�•r f r r ✓f y.' 'i'ALTERNATE i i �+ a I,- EXISTING 1 f`E j t:OCATI ON -i t0Y3f4'HEX WASHEA HEAD. i i i i 1 GIh4S-' r Air i 1 .% 1 1 1 OR f 3 DR 1. ; aJaOn. EDGE TET(SCREWS 0 12'O:C. 1 B Qr ' r r r j',,:f/"rr/ EDGE OF H i CRETE ANCHORS .I r`/ r r` y T r' ; .+ r ,r t f'rr fr. PLAD IIFCE(SEE SCHEDULE ON SHEET 13) 1 Er 'r�" OF 1 e'.f 1 /J + r + t r r / f f `r f•"/ SLAS IF •-'`7`' r 7 / r 1 GLASS BABE IF^-1' I 1 1/2 r'r 1 j. EDGE OF, , ✓ '✓ fr f f r 7 t y -./" APPLICABLE i APPL)CA81.E. `r /%/' �f •"/ / . r !'> * SLAB IF - Mx 49ARAT8tI —€.O €.Q r f APPLICABLE '~-�"'-- ��. POURED FLAT HEAD CONCRETE ANCHORS I ro-�.(� r / POURED E.0. 'CONCRETE. s9LT' ,. CONCRETE REQUIRED (SEE SCHEDULE.ON SHEET 14) •'"I 1T 11Xz BI.t,OE SND 1. ♦ POLIREQ 1 REOUIRED- FLAT HEAD CONCRETE ANCHORS EDG o+y {19 iLq --(D OR CONCRETE RADESLDep ! REWIRED � E.D.'* .(SEE SCHEDULE ON SHEET 14) I1' TRENCH INSTALLATION VAUD ONLY'FOR UP TO +70, -75 P5F A.S.D. O HV WALK-OVER:�NSTALIXION DESIGN PRESSURE RATING do FOR SPANS PER 00 HV CEI INS G INSTALLATION Q HV FLOOR INSTALLATION t SCHEDULE#3, SHEET 11 :EXF11LOu4�r-•--- YSi.SiPNL+MN CONCR£tE ANCHORS I ro 1 r O .SL—EDULE'0-"� 1f4"¢QW 8L¢DFX TAPCCN w/ CR SxTT It) EXISTING ADVANCED 75i5FADfW41 (,� ' ax S,rtET Its 1 i" ,T--"-- TEEIV aM a1 1/4.0 PO%MS 1 f4• EXISTING.-.� EXISTING•^i .slri+uTax ra aAcs. I GLASS--, FASTENERS TAFPER+ANCHORS W/ I. MAX I. .GLASS r GLASS -y''On E-ox r ax s•xv T1) r -""-"' urA.�lvuwnar+�ro. ' 131e wx asmum o s' D '' ' -I(s1p s 0=ar !') r r' OC.FOR UP TO:V-O'SPAN AND r I i rFr C O.C.FOR SPANS 4flaAi THAN AFA� EY SEALANT AT EYFASTENER HAD4 Ov QTR)(SQE:NOTE1 E ' 10>s3/4'kEX E tJ• : 1T11.KKR LWAGICtS 3$ x OR � I I r 1 WASHER HEAD % CONt, + - CO E SEAIANTMA814x3/4' .HEX HEAD 1 3f8"/ I+• Jr{ _ '-44xaf4•SS u5 TEK SCREW$0 9"D.C. ' � 114x3/4'SATS: { f i i i t:T f4" j:{ >' ` OSttaO t1420 N17R5 OR i/4 0-20 S.S.M.S. i CONCRETE ANCHORS' 6 7 '3/11N _ 0 9"0.C: fNUT'®9° .C. (SEBCHEOULE ON � ._,_ it/2 /SHEET.i4) �'� { i ✓ 1 I L 2.00 TRUCTURAL A(IN. WALL I7RIM.((DESCORATIVE 18 1/2•�}- l _1,7 R 18 1.. EDGE OF OF' f �� jtnz3/a"FH.S.O:S. hilN. - :Still iF -�\ �r/"/ / \ - POURED CONCRETE .APPLICABLE .-CONCRETE AmHOR$' �"$EE NOTE 13(D) 1 / ''i SSE NOTE. ayED POURED CONCRETE (SE£'SCti£OULE ON ON SHEET 1 SEE.NOTE 73(b) POURED CONCRETE ON'SHEET 1 '• ' E'O'... OCONCRETE BLOCK SHEET 14) OR CONCRETE BLOCK REQUiR'cD REQUIRED TONE jOUNTfNG_INSTALLATION. OPTIONAL POURED ( } / WAIL A LO R INSTALLATION f{y WAIL WALK—AVER INSTALLATION MA`AIMUM R SPA 755UflC, 6a.72 Psi CONCRETE +1A4t4t)M SHUTTER SEAN 8•-0' REQUIRED IQ NV RAINGUARD .INSTALLATION t FOR COMBINAj)QN OF SECTIONS: 4 REMOVABLE WHEN PERF4RN€D 0107E f;D. �EDGE DISTANCE SEE LRA ONS OF USE,FOR ADJACENT To AN OPIDI EXIT 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS.ON'SHEET 13) OR ENTRANCE' 'BLADE 1A ON.SHEEP:19 'i-NSTALLATION DETAILS W/- (D NV. -BLADE ASSEMBLY. ASSEMBLY. • 2-MOUNM4C SECTIONS CAN BE COMBINED - �.. IN ANY'WAY TO SUIT ANY INSTALLATION. 1'f�1 R'A:,r "' FLORIDA BUILDING'CODE(Non Nigh Velocity Nurricone Zone, 55 '•'•'� '•' 102017'TILTECO,.INC. (4)201 ,EASTERN METAL SUPPLY,INC. NUNsfi'° BE THAH'HHVT * a.. -` A S S A Accordion Shutter System 1;1.,.,�C talc. ■ ■. w. a aneT'W/OR w/o w v�r�ow BLADE American Shutter Systems 2 TI LLR TESTING & ENGINEERING COMPANY REV. DESCRIPTION DATE GRAM By' LC" Association, Inc, t OLD is-0857!27!1 OATS 07/z7/17 _ t1�ls 4tr 155 6355 KW.36IN Se Sts:305 MROM CARDERS.FLOWA"16 (rDi f i Phone:(305)B7t 1530 Fc r(4268 Wes#r0ods Drive z(305)871-1531 DRAWING No. o!(aleconea.com West Palm 'Beach, :I•L 33407 3 t 07 V,vN�L � WALTER A.1�ILUTt4r:P:G 4 - i�� 1✓J ......1i71•A• TLORM Lk.,44187- 5 SHEET P.E. SFJiL/SIGNATURE/DA`E 6 7 OF 20 SEE ON SEFTS 10A 11 1,t( .y SEE NATES ON LOCKING RODS 3® HV LOCKS(D ar 15J' { 1��tt OIV J W CI HV AND ALTERNATE HV LOCK ON SHEET 9, o--u 90- 1 I IV I /""'EXISTING GLASS j C - C �"� **BLADE SLACK OCTAL HVF IS VAUD FOR ALL f �l BLADE W HV CGNTERMATES CENTV"TES APPLICATION WITH B1ME(}i '{ 08 SEE END WALL CONNECTION EXISTING GLASS ON SHEETS 10 /� 1 -77 ---------------.- - - - - __ ------ _ -- 1 Z _ .._3 1/4'.__— 7- B 1f2 _ 2•.2"x718'x0'-2 } $�+�oR ti.:/. (eael-TB/ , nLUM. OPPOSING 1 SYMMETRYCAL ANGLE W/(2) 1/a'o TAPCON 1/r «�'.� A11cHORs TO GiNCRE1E GEN ER RTES ( CENTER ATS (TOP/BOTTOM)& #10x3/4"S.MS:® 12- 1 ^__� 1L MIN.SEPARATION (4)#10x1/2'S.M.S.TO TUBE? C.FULL LENGHT. W N L6 4:Gr S Wj HV LOCK or TO s GLAS ! /�,�; (SEE SCHEDULE AT EACH ANGLE.MIT) !} * I. ' _ 3- ON SHEET 11) 1 -- _ _�----- --- - - - - --- -- ---- — —�-- - ------- 5 tj2 2- i f 2 --t'/•/I w L•1 71 3. L-/-h a (?UT HVC HVA HV EXISTING GLASS POURED CONCRETE OR O (— CONCRETE BLOCK WALL 6 Z � �+,,��6��'//7 1 1 � 10• 5«/1,� 3«1 « f � REOU E0 EXISTiNG01�=V:J°H'�J' «� SYMMETRICAL ------- �N - 6 �O^\-.rJ ^ « AfIN-FPRA710N— �'' 1 cLAss 1r� Q«�, �t9•Q}_J TF cv'ss 1 CENT ERMATES t ©• t�8«iQ:�8 DRQ' 7 « ""GLASS 5 * (SEE SCHEDULE I cfl Q _ * Hv LOCK (INTERIOR) {� Q �} �} ON SHEET 11) LAIN.sEPARanON —.•._.——— I/4J u , 3 1 ar(try* -- I CSEE SCHEDULE EN... OPTIONAL ON SWEET 11 (INTERIOR) _ �Y-i}}tANGCHo� I ^ 1 �'l 16-O.C. 2 i VARIES ,H W F- '9G. 1 - w 'C.'° -7:J'�w L•1-A OU 1 8 11r MAX.SLAC1t o—u-I 'Z _....0 (EXTERIOCCR)) HVE H.VF** HVD J J !!p!!! All�il,/,�e'rr. 7L FLORIDABUILDING CODE(Non High Velocity Hurricane Zone Q' 02017 TILTECO.INC. 02017 EASTERN METAL SUPPLY, INC. ERTHA�,M A S A Accordion Shutter System H v . ■ ■ ■ . #T w/aR w/o H v wtt�aN RAM American Shutter Systems H AS74yQj/ o TICCIT.TESTING & ENGINEERING COMPANY ev DESCRIPTION uArt ORAKw BY: LC. 'Q o Association, Inc. + OLD 15-OBS /2711 DATE 07/27/17 •, �� a3ss uw. sm.l 36,h.sn as xamu cwa ,FD CA 331a 426$ We9troods Drive 2 �� Phone:(305)871-1530.F-.(305)871-1511 DRAWING No '�\111 —.1: aOssl wn West Palm Beach, FL 33407 3 17-107 7_f7 QNai WALTER A TUIT Jr.P.F + FLORIDA Ek./44167 S. SHE P.E. SEAL�SIGNATUREJOATE s 8 OF 213