Loading...
1183 VIOLET ST - STORM SHUTTERS , sA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 i O,3 > INSPECTION PHONE LINE 247-5814 RESIDENTIAL - ALTERATION RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RES17-0302 Description: STORM SHUTTER PANELS Estimated Value: 2645 Issue Date: 12/14/2017 Expiration Date: 6/12/2018 PROPERTY ADDRESS: Address: 1183 VIOLET ST RE Number: 171008 0000 PROPERTY OWNER: Name: NORRIS BRITTANY M Address: 1183 VIOLET ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CUSTOM STORM SHUTTERS DIRECT Address: 826 HULL RD QA MICHAEL EDWARD O'CONNELL ORMOND BEACH, FL 32174 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. �;0..A J City of Atlantic Beach APPLICATION NUMBER cs * a� Building Department (To be assigned by the Building Department.) 800 Seminole Road (� r� Atlantic Beach, Florida 32233 5445 \ 1 7 030Z_ Phone(904)247-5826 • Fax(904)247-5845 Js3 �r E-mail: building-dept@coab.us Date routed: t 7 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1 i V l o L€T j w T Department review required Yeses No i ding r Applicant: �I.OS T COM To21m SNUrTOS g &Zoning Tree Administrator Project: ( © (Z Icy\ (P (� N Cr-- L s 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 4cf- 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: R pproved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by:__ Date: /2'/2'/'7 TREE ADMIN. Second Review: ['Approved as revised. Denied. ❑ pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY CUSTOM STORM SHUTTERS I R F 826 Hull Road Ormond Beach, FL 32174 877-670-3737 Toll Free December 4, 2017 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 1183 Violet Street. 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, iivS(4 Rose Smith Enc. BUILDING PERMIT APPLICATION OFFICE F F I�� � �.,. ,,.._ CITY OATLANTIC BEACH Y 800 Seminole Road,Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904)247-5845 Job Address: //8? (/i o fe f ST 477,a ,c, /3crz 3l ,?' 3 Permit Number: RES' 7 — U 3 0 t. Legal Description /8-3,07-2 S-291 S6-I./feirtioepicEtA (ofs/,2 2ili /43 Parcel# /7/008-Dodo Floor Area of Sq.Ft. Sq.r't Valuation of Work$ 2.,Gs/Szo Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): d Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esi • If an existing structure,is a fire sprinkler system installed?(Circle one): es No 441) Florida Product Approval# FL//9G/-4 3 For multiple products use product approval form Describe in detail the type of work to be performed: C;J✓cJ 9 opeA;� S w 44 aLpt nu..i .Siker is Property Owner Information: Name:?%71wA4y #1./6C11.5 Address: //83 d+oIot-ST City A-T an h c cit State, Zip 322-33 Phone 412-f“-304 7 E-Mail or Fax#(Optional) Contractor Information: Company Name: (?cSi to a 'galas &red -Inc. Qualifying Agent: /4. .XctL( C. °Comte,(/ Address: gL6 14111 de City SAiaruf Z04.0.4.4— State Zip !,2-,i v Office Phone x}07- 4,i9.sn3 Job Site/Contact Number Fax# State Certification/Registration# CC,C/5/4,Z$1 £M 4:1 a1-Ctcc,.CJ cSscdcts•Cow. Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated I certt&that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandonedfor a period of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO1JR NOTICE OF COMMENCEMENT. I herebycertify that I have read and examined this plication and know the same to be true and correct. All provisions of laws and ordinances governing this type ofworkwill be complied with whether specified herein or not. The granting of a permit does not presume to give authority to v': . .r cancel the provisions of any other federal,st• , or ocal law regulating construction or the performance of construction. / 1) Signature of Owner ,��`/� Signature of Contractor r Print Namet M A o r ,S Print Name \IV\ -114. Sworn to and subscribed before me Sworn to and subscribe before me thi Da of 0 ,20 C this 14 Day of v✓ ,20/1 Nclary Public No r W.R.POWERS •�,6% PATTI L.O'CONNELL IA commission#FF 904 ,ise 01.26.10 f w .;f Commission#F F 984902 Expires y ��9 -� Darted Thu Tray Fein Mimes 800.385-7019 Expires June 8,2020 a _,� emits flint fief iii§stinee ees-4es-lels Doc # 2017272674, OR BK 18201 Page 628, Number Pages: 1 Recorded 11/29/2017 08:32 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DO COPY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. /SES/7 -O3od . Tax Folio No. (UOO&-0000 State of Florida,County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement. . 1. Description of property(legal description of property and address if available): /8-34ii-2S-296 Sei d,4itan1i- Aad. C,bfs,. L 6/k193 j ffS3 a;bfel-3t Aircan7ic 3ccu./4- 32233 2. General Description of improvements: . ...n.510-(/ `]u/!;can e. pnr fec4,'v— 3. Owner Information: a)Name and Address: litany//ft itgfi S ,/I$3 14 del-Si.,/}i71tirketta.4-' 32233 • b)Interest in property: (rz lb c)Name and address of simple titleholder(if other than owner): SNA 4. Contractor Information/: 3 a)Name and Address:&sffr1 S1 t.t 51413rs b,r .•J %C,$tG,tju((M. is,At 35a*,G-,3c-32,1'W ' b)Phone Number: 90i(' 649-S9 Z 3 5. Surety Information: p14a)Name and Address: b)Phone Number: c)Amount of Bond:$ 6. Lender Information: a)Name.and Address: PtA b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as - provided by 713.13(1)(a)7,Florida Statutes: a)Name and Address:_ PO b)Phone Numbers of Designated Person: 8. In addition to himself/herself,Owner designates Pg of to receive a copy,0±,ae4.ienor'.s.Notice.as.proy ded; $eetion713.13-(1)(b),Florida Statutes. a)Name and Address: b)Phone Number,of person or entity designated by owner: 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one(1)year from the date of recording unless a different date is • specified: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under piIf perjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein al': to the best of,,y owle.ge i�� .ture� r .fir�2 w'ne rs A u ori2ed Officer/Director(Partner/Manager Signatory's ' ted Name&Title/Office The foregoing instrument was acknowledged before me this 7 day of 1V o- ,20( b DM- aK1-�WPIA lorr(4 as t;I-t�r� / for 5-e�� y(Name of Person) (Type of Authority,i.e.Officer/Attome (Name of P ment was Executed for) ii C s0oi N.4TARY P I ATE(V LORIDA s c ,CmmssoOFF984902 �• p Expires June 8,2020 Print Name: V BondealmaroyFeinlneuranoe800385.701e '"""""""""' ❑Person ly Known p L----- icatiordType: k (Affix Notary Seal Above) . Revised 3/15/12 • Florida Building Code Online OFFICE COPy Page 1 of 2 r.Orl,_A C9PAGry9M OF x •"�i .. • Business & Professional Regulation rpaP+NINE: ABOUT DGF+ GBP+DIVISIONS GONIAL:!DOM Florlda prt0'entd BUS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff &CIS Site Map Links Search Busines K,1 Professi nal ' Public User al Regulation urrnre r'5ec ni?ry:.'r !; Product Approval Menu>Product or Application Search>Application List>Appliotion Detail ` FL# FL11964 R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 4 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L Bennardo,P.E. 4 Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODc... 1/8/2016 Florida Building Code Online O F F I C E C Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 045.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASO for retained panels. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of Installation drawing for other spans and INC. P.E.R. DRWG.15-045.odf pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041.odf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile.Max.span is 9'-10'for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8°for+58.0,-58.0 p.s.f.ASO See sheet 2 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.odf pressures. Created by Independent Third Party:Yes QM OM Cor ct Us::1940 North Monroe Street.Tallahassee FL 32399 phone;850-487-1824 The State of Florida is an ANEW employer.Caovrloht 2007-2013 State of Floryl8,::Ettfactliateffserd;;ASWISSILIMILMHEMIDI::g ttaNLANIIKOMII Under Florida law,email addresses are public records.It you do not want your e-mail address released In response to a pudic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Departmeq with an email address if they have one.The emits provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address,please provide the Department with an email address which can be made avaiable to the public.To determine if you are a licensee oder Chapter 455,FS.,please did(dere. Product Approval Accepts: 11111 ,cccurihvur i ter r.'. CreditSAFE https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODc... 1/8/2016 Opening Size 1 (W x HJ 1. 44 x 54 2. 44 x 54 3. 41 x 72 4. 77 x 72 5. 38x84F 6. 45 x 36 9 8 7 6 7. 81 x 84 8. 45 x 54 9. 57 x 54 cn O c 5 3 4 1 2 COPYRIGHT E.TEMPEST.00N SCALE: NOT TO SCALE DATE: Sep 19, 2017 PAGE DESCRIPTION: Site Plan PAGE: IOFi 1 , VIEWED FOR CODE COMPLIANCEOFFICE COPY 1 CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDI-BONS REVIEWED BY: fill(")r,DATE: I )' ( 2"(7 t� 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR COMPLANCE IN NOTES: ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL tiff BE INSTALLED AT 13.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.C.TAPCONS,ELCO PANELMATE, ELCO WAS. HIGH VELOCITY HUfTRMAFJE ZONES(MIAMI-DADE/BROWARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4'. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4'0 SOLID SET ANCHORS SHALL BE ENIERLY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHU F 1HHS WILL BE INSTALLED ARID NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-O.95.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. WITH NO STUCCO. 13.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITWN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHSHALL B TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.7. 9 THRU 17. IN 6.1) & 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.AS ILOILO WERE NOT OVER STRESSED.A 33E (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NW.USED IN THEIR ANALYSIS. A DURATION FACTOR CO=1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL UKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS #0321.01-05, / 0812.01-05 AND E 0119.01-06,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS. QUALIFIED FOR WIND ZONES 1, 2 AND 3: MISSILE TYPE 0(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITES AS DEFINED BY SECTIONS 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAAS SHOWN ON SECTIONS 1 THRU 13 82.1.1 AND 6.2.1.2 OF ASTM E 1995-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2. 3. 3A(k 4 SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHAD.HAVE 5052-H32 OR 3004-H34 ALLOY. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3. All ALUMINUM EXTRUSIONSBE ALUMINUM TION 6053-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR EN STORM PANEL COMPONTS iSTUDDED PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN N CONTINUOUS DIN 50018.W/ 50 Es,YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ANSI 304 SERIES STAIN'FSS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (a) THIS PLO. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SIE CONDITIONS DEVIATE FROM THE P.E.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4"e TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT, BASED ON THIS PLO. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/410 S.C. TAPCONS AS MANUFACTURED BY ITV/BUILDER. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (a)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. -1/4'0 X 3/4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT &SPECIALTY COMPANY. NOTA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE.OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4'; FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2". - 115E OF THE P.E.D. ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER A.2) 3/4"O SOUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. (e)THIS P.E.D. SHALL BEAR THE DATEENGINEER AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL OF RECORD -1/4'0 -20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1"MINIMUM FOR THAT PREPARED T. WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILD€(. -1/4"0 S.G.TAPCONS AS MANUFACTURED BY FEW/ BUILDER. -1/4'0 PANEL MATES ANCHORS MALE OR WAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THIS DRAWING SHALL ONLY 8E USED TO -1/4'0 N 3/4"SOUD SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT& SPECIALTY COMPANY. �T�y OBTAIN PERMITS IN THE STATE OF FLORIDA ootillqi t..'' \.'•'"'•••./TI FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �;•'� GENSF ..`•4?,//� 01013 nu=0Na 0.050" BERTHA ALUMINUM STORM PANEL FAL No,44167 (2.00" DEEP) OMAN Or " 03/2.05 EASTERN METAL SUPPLY, INC 5170 4 W / IL ECO INC.\ ,105 eEs,AaS�5�E NEST PALM 6L4O1.F7.33407 15-045 D �L MUT TESTING&ENGINEERING COMPANY WOW:(3511100-0103,quo-(50115+1-1703 0.101 N.H.]NI"10,100 105,rows,awcam.A.331M max. NOS 11R11eeS No 'J'/G • �\ !1,0100:(300p71-15,10.F=: Jab 1-1531 C.= 1310 ma /FF'F4447 II1,'I,t,*•\ 1j0 FLORIDA U.44187E • ow 1,_ar 1� SHEET I 1r 17 A t i ......... / F'FICE COP 14.10x'(TOTAL WIDTH) 8.151"(TOTAL 970171) 72.000"(EFFECTIVE WIDTH) 6.000(LFFtcTIVE WIDTH) r7o" 1.070'- 1.070' 4.880" 1 n0" L070'--� (' MAXIMUM A.S.D. DESIGN PRESSURE BATING (p.a"t\) km CILwa rpelr I /0.800' J ®"S •=,•- VPCORRESPONDING MAXIMUM PANEL LENGTH L SCHEDULE -I OW) J l o 0.250" T D.Zso- 1, o °R PANELS RETARRID AT Miff PANELS -MMI IT$D d2'I�Orf t' -I 2.020'I-- --I 2.020"I- f ° -4 2.020'I- ENDS VTR macs IN ON OF?MR ENDS FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES ®gyp®©® 1l TRACES OR DIREOT MOURTED* ®®® OR ®* AXONAL OPOOMUM0. Mex rwcl WWII WIDTH) 8.425"(TOTAL , ASD.cam. MV App S WIG L(11) 12.000"(EFFECTNE 01DT14) -6.000(EFFECTTVE WIDTH)- (PAL) 1.07, 1 p_IZ_10" 1.070"--{ � 1.070"�.11I 4.880" rr +30.0. -30.0 13'-0" +30.0, -30.0 13'-0" Gt®As - j I IGj050"(r•R) I I 00AS APPUGa[ --1 (7Jq) ,? g +„ +35.0, -.15.0 12'-0" p O /y O +40.0, -40.0 12'-4" +40.0 -40.0 11'-J" O N O N pf o +45.0, -45.0 10'-0" --I 2.020"I- --I 2.020"1-- -I 2.020"I- +43 0, -45.0 12'-0" OPTIONAL FULL PANEL W/O HEMMED EDGES OPTIONAL HALF PANEL W/O HEM ED EDGES +504 -50.0 I1'-0" +50.0, -50.0 9'-o" +550. -55.0 10'-0" +55.0, -55.0 8'-2' Q STORM PANEL SCALE: l/4"= 1" +60.0, -60.0 9'-4' +60.0, -60.0 7'-6" +700, -70.0 8'-0" +70.0, -70.0 6'-5" +800, -80.0 7'-0" +80.0, -80.0 5'-8" CONCRETE ANCHORS(SEE SCHEDULE) I I: +90.0, -90.0 6'-3' +90.0, -90.0 5'-0" I ANA .I +90.0, -100.0 5'-7" +90.0, -/00.0 5'-0" III . +90.0, -110.0 5'-1" +90.0, -110.0 5'-0" ,, ,,,__-,_..- Q +90.0, -120.0 4'-8" +90.0 -120.0 4'-9" AI H +90.0, -130.0 4'-0" +90.0, -730.0 4'-4 1/2" *MIL MAX.A.S.D. DESIGN PRESSURE RAMC&MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER b MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS '�� R +50.0, -50.0 p.s1. W/88"MAX. PANEL < LENGIIL d Zi MAX.ASD.DESIGN PRESSURE RATING 3 MAXIMUM y - FOR MOUNTING AS PER ALIERNAThE/11 AND 14 -- _ PANEL LENGTH } * 7 1 ON SHEET iM AND 15 OF 17, RESPECTNELY,ARE +50.0-60.0 p.s.1. FOR 78"Max. PANEL LENGTH, II AND +50.0, -50.0 p../. FOR UP>n 706'PAHF). I-.5"� CONCRETE ANCHORS(SEE SCHEDULE) I J"-1 N\.Ic�1 iii1Ul WAAi! ANDLEN +. Ma+. `'7'\,\ - .A,..1144/7jFiF 1 . STORM PANEL 'A!"1' :�P•'.\�CENs '•l FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) TYPICALN ELEVATION F ', , N r s `` •' IVO 44167 02015 11L/ELY1.INC. 0.050" BERTHA ALUMINUM STORM PANEL E.R.L./RL *:' (2.00" DEEP) ! I l-1/4"Max GAP Max. CAP OMAN/Is MAN LIG c C EASTERN METAL SUPPLY, INC OAIE FXV /'t-\` �\ // //E.p�� /j \ //c�q\,� ?.9 - / 11.. L C O INC.\ vee westL SUPPLY, Oalc Y ` / \ / t J \ J 1 l f. ��J Mir TEgnNO a ENGINEERING COMPANY PHONE T��165.FN:(7,REACH FL 4077r-rne 15-045 SECTION A-A 4/ 1ic/6'13��V;1q',('L`: $. we we C k..r-' "r.. (�1-1531'"" v.. me•r UK r OaMW No €.0;1\ PO 11-n1 '0¢n✓u e N T.5 !!!!1!1111{IIIIIINI\ WILIER A 14117 Jr..PS. ' SHEET 2 OF 17 FlOPoOA Uc.44187 OFFICE COPY L - 2._, i 7/: J J2• SOW SET OR¢CO mob IF OR SG TAPC10r,'S A: •• O CONCRETE ANCHORS COAIGXE7E.IAC/AG6tS E 0' \ O®�® W/1/1 -20 SDIEMOY.K 9X7 fW O O PANEIW (SEE SCEOUif)�` 1 7'Yin. CONCRETE ANCHORS —E D. \ ( I ,FE G� ®�®W/OW t/fi-10 TRL65MEA0 ear++ OR 5'.G ----'La ©cont ;�,� eat \f1 PDLNLED 11 I ' \ i;I I LF-76i7-1dSu,`� \V�,1 \\ REQUIRED\ 1,1-I'i, I'1 1'� \', ci REQUIRED CONCRETE NiPOURED I ��� � \\`�\ \i:�\\1, ���� �\1l' � :� \\ L W REQUIRED LL ¢ IYROJ REpaIhD eLarx leut " �I� ALTE77NA7E I: S ©Cart 413-207L3/4"Cont , O 7. 0 I- B/OLIS W�7/B!•• I�.r ewc I! 116%2"O.G [-C) MUM-0 • DIwLCONICAVE ANRo Rs SECTION 5A ---\ ( R. W CYl I 1 �-aS I --I,-MN.SEPAR4TION t-Ibn.SEPARAIKM I L--- 3 11•1H.SE ..- O ro aASs TO CUSS ' TO PASS ss POURED a ,.i CONCRETE 7/d'x yr ' .7/I•S.S.BOOS• 4"_-`rl j • 72 STUD W/7/83/72 u I O 0 11"G C. 17`6 NUT O 19 POURED cont. t2'b.C. �;; WP CahptE7E c BLD0(WALL 0 ,.,25• 4 OCoM • REOUIRED W ////////)/////7//ili// ii////2/i , I�> _L02 POURED LnA TE i T' / POURED CONCRETE SECTION SA Bim"UIRED ANCHORS�-' E D.--f CONCRETE ANCHORS SOLID SET OR 4 REWIRED i 1 aco h FANELWIE OR S.E TAPCONS (SEE SCHEDULE) / (SEE SCHEDULE) E 0. • 0 OR® W/1 11-20 SV H%%tX TEXT OR 0 O OR®W/1J W/,4Y-20 TRIISSNFAD BOLT++ & (SEE SCHEDULE EOR SP NG) CEILING & FLOOR MOUNTING CEILING FLOOR MOUNTING DIRECT LL MOUNTING INSTALLATION (D M.) 1-A.PASS SEA1RADOR 0 INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTIO @ SOBS: I/2•- 1' 7/8.x Jam. SCALE: 1/2"- ,' Nvt, SCALE: 1/2"- ,• OA EERY 57.D G 012.O. CNN. RPOMO CONCRETE EQUIRED � 1 r E.O.- (SEE SCHEDULE ON ````....P111' /o•�'0,, CONCRE/E ANCHORS E a • SHEETS 9& f0& t t) ".•'/9 4 (SEE=MEOW) 4Q-,.•,y,ENSF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r,� 44,167 '' 02015 1rsEco.H'.C. 0.050" BERTHA ALUMINUM STORM PANEL T.R.L NOTE FOR COE/SWAITON OF SECTIONS: :• Q. *..=. (2.00' DEEP) awwN Br.- BUILD—OUT & FLOOR MOUNTING wuL o cETUNG MOUNTING SECOONS r- BE = / \ EASTERN METAL SUPPLY, INC aiE76 COMBINED IN ANY WAY ro SUIT ANY INSTALLATION. I L ECO INC. 420e WEST RO4DS ERNE INSTALLATION — SECTION 5 A` QQ •'�"'' (HEST PALM HCH"-17'07 .'�\ MIXT TESTING a ENGINEERING COURANT 15-045 �^ 6M XT 066.N 6w w0.I EERING C.rt ANM PHONE(•�UT�-era;FAX:(ser btt-r7te '='i* ,[S'•••••••••0\���� rye•. Lms)n,-,6n.r- Mer-,m, .n means sac OM6f.0 No sex": ,/z - ,' �iplap1QNA�• `AA�� WALTER A.T1LLIT Jr..PE m� , OW II-22I awe r SHEET 5 IF 17 FLORIDA LX.44157 o a 8 i I<9 o 'uC j J g Iflfl ! ( fli4 ; ! ! 4Ufl ( I ! IJ " 1 A. li Z b i O z 4 .. ▪ i i Y 12 �i. �2 `-` a ". ,^ r T Z b .1 = 7 W = t`f. ! R " Z p • R `o . C' - ` ` \ v r _ \ \ .moo Q 1,2 1,2 4 0 O , 4 4 4 1' � Z Z 3' N h q � r i' w , e b % Q =v � 1 p ■ lV — U ti- z 0. �4 ii h i , z1 , a ^ i �" i i � i v., P h _ 1. i1 4 i g i m oe 1 - , , , b4 , bba i es 0 — h 4 `: h 4 h 4 h p 4 1•. h h m O ` O C \`Y1 i 71.: • S h O S ... N • ` I T N N '; 1:: ` Y ` O Y \ ¶ O ►CB o La I¢{ ii w :i NN 1 §/T4 O ZBK •• `� ��� � .h. 1'..,1'.., 4 O , ••'• h O. 4 h N h 4 N N h h N 4 4 0 4 4 14 O W R le a % ip Y t' Y 1• �. , ". • i Z 2 ZN N ^I b ZY Z O 2 Z l e W O Z • _ t• .. 4 4 ,4 4 P A N h N S • b , 4 o• b \ gg1 1 - Z I R \.. e " " \\ 11i11i! 11/4f'/ ^ w , O - • • • i i ^., b. b •,• , O 'O ` T •31 ' i R ...t,',.. 'P. 1!o Z 4 vt: OA a. 15 ,$),)(1....•-. t. .A.cs .e eta` i .! 1 4---,:14, co . :::,; __,•,: u { ii! 11 ! ! ! ! ! ! ! ! ! ! ? 111 ! ! Imo} , / `y i 1. 0 - -, i t:., 14. 11, 4 , , 1,. i = - ; 1 4 e 4 `Z1 V W — i1= i41 > � = iiiiii "- "- 1:1 � iii4ii Ctstl I C.—) _ R •12 y{ L R , gg,g 15 w O 1!L � It'? 4 I. 4 = 1 iiiiii = 1= 1.... 1,, S1. 4I1 4,° 1`• A .". b.. b 4 , 4 .". 1.. 4 a ^ N 11 1.`. : b , 4 b b G P $ 'n R i • • 4 h • g i A i = i 4 i .. 1. b = " = •= iii 4 i ¢ 1 e a 0 , , 4 4 4 4 4 4 4 4 4 • h 4 4 • • • • � ili11 - 1 , i4 - - iii1 - iii hii illz21 1 1 I 9 1i _ _ 4 4 , _• • 4 _ 1 i i i g 4 4 4 b b 1! Q o f10; W hts$� % I " . OFFICE COPY , W000 TRUSSES OR RAPIER WOOD TRUSSES OR RAFTER r/s"r wows THREADED a 24•a C.REOUREv O 24'0.C/�D1KKED 51111111~.! 1,� wPiNCTR PENETRATION Um. Milli �l 41♦�``"41 WOW NFADER(SEE SCHED4EE) IRMA'I © 1 -J1�—Lil%f_�IiIJ//I I///vlNl�/%il%LI{H�iIJ//I ,R.,.=,,,' ""-1�: ,II—n_Ilf,l 1'1.4'1.1/6• '�III—T'C T1-11,� i♦ 1 ALFA!! Morn. NEC II/ EACHJOIST. IS. .;,0 1/t 4 r ilk TEX SCREWS I LOCATE SCREW 0 6'0.C. It I 1111-E11051 LER O B'O.C. l QCOM �v DOSING WOOD W00 HEADER 0 REWIRED A01044L(WOIH) 1�4'0 20 r 1 O W/r M. J/4'S5 BOLTS 1•MA THREADED W/7/s 3/72" `v SOVRATIONPENETRATION. WING WE 0 O aiss i O 12"0.c. ALTERNATIVE 6A V ALTERNAALTERNATIVE 7A TIVE 5A , ti SCALE: 1/2'- 1. • 1 1 ; (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD �Y (LIMITED TO +60.0, -66.0 p.s.f. DESIGN LOAD ; 1 __ AND UP TO 9'-0"Max. PANEL LENGTH) AND UP TO 9'-0'Max. PANEL LENGTH) I'Alin. W III NS w/1 v2•CO T—� THREADED PENEIRARQ4 O TO EXISTING WOOD I 1 7/B'xWM ,,J�J2' Iliffil( -_' I`EAOER� LSCrt01AU a 1'Mh 1-5E'PARHnow i • EwfERy^SjtpO-T--- rsEA1Ri7ON 0 TO CLASS 1 yM A ro CJllSS 1 3 IFI"IIL--. .--i---FA 1 '/NO rNUf 0• 2 T/4"/-TO x rAllilli ��- 11rEll — 12 a gggT.��pp� 2 x e MOOD t1E I. 1 p ;OEt7C Rant ,.. 1y DEC(REOV. O ,14000 REQUIRED HEADER 3 �;.— Cont 1 /T'x 4'PU REpWlED --� / 1/1'/E1G0 PANEL �' , MATES T2"MIN THREADED ES S.C. / AENF/I ELC O NEL 770N 100160 ALTERNATIVE 5A X42— ��!`- ( a 1/4"4 TA0NONS 1/410 TAPCOYS -A. . ' W/1 1/2•MIN W/1 1/1'MIN. : 1/2'- r — THREADED PENETRATION THREADED',INDRAWN EDuu.) (SEE ) O ALTERNATIVE 6 ALTERNATIVE 7 SCALE: l/2 -1' sCAL.E: 11.'- 1 7 x 3/111NG MR 32' EVERY 5140 NOTES 2 5 e WDoo Cont I ! 1.INSTALLATIONS ARE ONLY VALID FOR MISE A.S.D. DESIGN PRESSURE RATING NOTE FOR COMBINATION OF SECIIONS: DECK 13OD. AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) Lill'..,,,...........' ♦ IYALL/TLOOR/CETUNG MOUNTING SECTIONS CAN BE L„— 2.ser ANCHOR SCHEDULE ON SHEET 16& 17. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. g1AA) �,•�.. ����"= . .5 FOR NEW 1V000 FRAME CONSTRUCTION: SOUTHERN PINE No. 2, W/SPECIFIC DENSITY 0e,,,.. ...�E.. i'74, FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) ��� • �1LFN v'� •201517TECG,INC. 0.050" BERTHA ALUMINUM STORM PANEL F.R.L. ��• _ `P< '.. D (2.00" DEEP) DROWN B 1' =*. No.4g1R7 DROW N Ee I/1'TAP ONS EASTERN METAL SUPPLY, INC LNTE w/1 1/2MIN. ' C Q INC.\ 42se WEsr Roue 1.xM (EASED PENETRATION � �� (SEE SCHEMA) '','..:14 pt'. R nun TESTING t ENGINEERING COMPANY *EST 209-BEACH.1.L.1.11.04 15-045 PHavle(EST)PAT BEA .FANF(33401./-r4/e ALTERNATIVE 5 0 t / �Ni.�:` .� 1.w~1B-0ODe719 avWva N SRN twa-rc No fid �� N--, ,_,X ..O (324)1r/1-1531 .n. SCALE: yr= r x1,N�,I��,1 10 G'„'L~` 11.2604 I11.1./T 10 044167E . 1 / l 03rr m • Q m •• b N N � zm b b b H b b b• `". i..: _,,,. ,.... „�jjy p . . x ; y trittstssttttstsil iiiiiiiiii ' iii4fl .3 11 c %B thi '4 4' o . N wi a u N g A l I N m 't Ai � I l � "t � % H N b b � H N N •at99t rr•»v $ 3 n i CP\ � -L..,. by Atl ^ i . a i a s • • N a a a a a a s a il \ lc 14-6-.34,7\ -t 7. �/:^ i a 4 Q b m m V m N `.:,4 N - r UHIIiiIIIiiuiflhidI*'';Ifi;* ...•••cS' %a R ii "' -t i 'W 'R ; 1 i 'R •R •R .z 1- 1 .4 1 -4 I •4 112 J\ iiilOt o o. a.N bao 0. _ c --Ti apo F vi,Ce rii a y m {a eTj�$�S•`� � ��� O�C 111 ` CD,g`9 iSl■agC= O r2i ` r m Q1 = o1, o o s ' '§°1;.. 4; t t t I t t i 4, "i \ \ \ \ \ \ \ \ \ \ \ t i 1 ... ...< q Z z n gN° t. '' +16 r 1 g - 1%r a _ z b m v m N u z uN V � .. �' rag a� ^ ` u - p b 14 mg ' ai , -3117, -47 A 13i 31Sii31-1 • - 1,8 0 F. AA c gi$a a LA b ttr a § 0 m U