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2019 Beach Ave RES19-0205/ERES19-0194 Storm Shutters ,4,:,, !'",.-. RESIDENTIAL PERMIT PERMIT NUMBER � RES19-0205 \ 1 � CITY OF ATLANTIC BEACH ISSUED: 9/27/2019 800 SEMINOLE ROAD .2 3}'~ ATLANTIC BEACH. FL 32233 EXPIRES: 3/25/2020 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: 2019 BEACH AVE RESIDENTIAL ALTERATION MOTORIZED HURRICANE $7123.00 RESIDENTIAL SHUTTERS TYPE OF REAL ESTATE ZONING: = BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: • NORTH ATLANTIC BCH 169708 0000 UNIT 3 COMPANY: ADDRESS: CITY: STATE: ZIP: CUSTOM STORM SHUTTERS DIRECT 826 HULL RD ORMOND BEACH FL 32174 OWNER: ADDRESS: CITY: STATE: ZIP: LOWTHER CARRIE L 12737 FORREST DR EDINBORO PA 16412 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. '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 $90.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $45.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.03 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 Issued Date:9/27/2019 1 of 2 s— ELECTRICAL RESIDENTIAL PERMIT PERMIT NUMBER j;, ERES19-0194 \ " CITY OF ATLANTIC BEACH ISSUED: 9/27/2019 _ 800 SEMINOLE ROAD EXPIRES: 3/25/2020 1`'' ATLANTIC BEACH. FL 32233 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: 2019 BEACH AVE ELECTRICAL RESIDENTIAL ELECTRIC FOR SHUTTERS $1000.00 TYPE OF I REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: I NUMBER: GROUP: 169708 0000 NORTH ATLANTIC BCH UNIT 3 COMPANY: { ADDRESS: CITY: STATE: ZIP: CLAYTON'S ELECTRIC 367 SISCO RD POMONA PARK FL 32181 SERVICE INC OWNER: ADDRESS: CITY: STATE: ZIP: LOWTHER CARRIE L 12737 FORREST DR EDINBORO PA 16412 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT ELEC MOTORS 455-0000 322-1000 4 $4.00 ELECTRICAL BASE FEE 455-0000-322-1000 0 $55.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $63.00 Issued Date: 9/27/2019 1 of 2 ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904) 247-5845 E R 1 9-0 (O( JOB ADDRESS: Z®l 9 /3eac .4T a-n•A c 32233 PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK /,Mb,ac OFFICE COPY NEW SERVICE D Overhead ❑ Underground ❑J Underground up Pole Residential(Main)Service 0-100 amps 101-150amps 151-200amps amps #of Meters Commercial(Main)Service 0-100 amps 101-150amps 151-200amps amps CT Service amps Conductor Type Size Multi-Family(Main)Service 0-100 amps 101-150amps 151-200amps amps #of Unit Meters Temporary Pole amps SERVICE UPGRADE amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 ampsH:150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. l Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps (./)\ A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS amp 7 Swimming Pool Sign Smoke Detectors Qty Transformers KVA "Motor `s / 2.0 -1 PROVIDE POWER TO 2.0 AMP MOTORS FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ /Oco,pp REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change L IOH to UG Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. /� Property Owners Name CQUtie L. Log4pihr Phone Number 8W (13,/- z977 Electrical Company CLAYTON'S ELECTRIC SERVICE Office Phone 904-813-6069 Fax Co. Address: 367 SISCO ROAD City POMONA PARK State FL Zip 32181 License Holder(Print): CLAYTON BOICE State Certification/Registration# EC13004162 1.4Notarized Signature of License Holder41:7? , Sworn and subscribed before me this li day . c�!�'� _Jr:« fi W L R. Signature of Notary Public ` \ 0�1�1`'� f? : ,Commission t GG 321827 -%� o Expires Jury 29,2023 % � Bonded TMu Troy Fain Insurance 800-385-7019 j!-m,,,+ City of Atlantic Beach APPLICATION NUMBER uS Building Department (To be assigned by the Building Department.) a 800 Seminole Road r Q r� r1 Atlantic Beach, Florida 32233-5445 R GS I — v z� Phone(904)247-5826 • Fax(904)247-5845 ' o;t �� E-mail: building-dept@coab.us Date routed: CO /Z G Fcl City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Z o IA e, Re_,_..( (-Ave Department review required Yies/� No STO uildin� 1�Applicant: e. 1o 2a(-6l OTT i ('''annirig &Zoning IAA Tree Administrator Project: 1 V \oTok Z -1.7) (4 U P..C2 I C AA-) Public Works Public Utilities S E(0 T 7"S 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: VrApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: :UILDI► PLANNING &ZONING Reviewed by: / Date: 7• a•oho/? TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑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 ,(,,,,-.,:7,'',i,-2:\ Building Permit Application Updated10/9/18 "-',:..2:::.1 City of Atlantic Beach Building Department **ALL INFORMATION . //' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. c� Job Address: 2019 BEACH AVE, ATLANTIC BEACH 32233 Permit Number: SCS t ot- v 105 Legal Description 15-93 09-2S-29E N ATLANTIC BEACH UNIT 3 PT LOT 67 RE# 169708-0000 Valuation of Work(Replacement Cost)$ 7,123.00 Heated/Cooled SF Non-Heated/Cooled • Class of Work: gNew DAddition DAlteration DRepair ❑Move ❑Demo OPool ❑Window/Door • Use of existing/proposed structure(s): DCommercial $(Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No V NA • Will tree(s)be removed in association with proposed project?Dyes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: INSTALL 4 MOTORIZED ROLL DOWN HURRICANE SHUTTERS Florida Product Approval# FL12246-R4 for multiple products use product approval form Property Owner Information Name CARRIE L. LOWTHER Address 2019 BEACH AVE City ATLANTIC BEACH State FL Zip 32233 Phone 814-434-2977 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 ORMOND BEACH State FL Zip 32174 Office Phone 904-669-5923 Job Site Contact Number State Certification/Registration# CGC1516284 E-Mail rose@cssdus.com Architect Name&Phone# Engineer's Name&Phone it Workers Compensation Insurer BRIDGEFIELD EMPLOYERS INSURANCE OR Exempt 0 Expiration Date 04/14/2020 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 OB IN FINAN NG, 'ONSULT WITH YOUR LEN, - • O. ANA OR :E e RE REC DI G YO O E OF COMMENCEMENT / LI/'� _ I• X /iii Sig'.t eo Qv rorAgent) C p rnrw6n 4. d r_zr,r genyva_n i� 3 ignature of Contractor) eS1:4-qt yy o ' £free- ST ned and Sd✓orn o(or affirm$ )before me this 3r day of Signed and sworn to(or affirmed)befppre me this / day of 2 0/9 by Ca�r,L G. L.6 GJ i- ,mac, 2041 ,by' l(..k e-( 6 t/ (Signature of Notary) (Si natu\ fAr of Notary) MMONWEALTH OF PENNSYLVANIA ']�ersonall Y dncw Personally Known OR WILLIAM R.POWERS ( ]Produced laentifi ation NOTARIAL SEAL [ ]Produced Identification Pr.' "m`-'• Type ofldentificatio Leslie A. Bartley, Notary Public i•: •• Commission It G6321827 Type of Identification: • :tee Brie-Ceunty = _q. My Commission Expires Sept. 1, 2019 •••.P%F`°• 9ondedThruTroyFalnlnesanc.8003E57O19 ENlER,PENNSYLVANIA ASSOCIATION OF NOTARIES NOTICE OF COMMENCEMENT OFFICE COPY Permit No. R /9—oc90 S Parcel ID/Tax Folio No. 169708-0000 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): 15-93 09-2S-29E N ATLANTIC BEACH UNIT 3 PT LOT 67;2019 BEACH AVE,ATLANTIC BEACH 32233 2. General Description of improvements: INSTALL HURRICANE PROTECTION 3. Owner Information: a)Name and Address: CARRIE L.LOWTHER,2019 BEACH AVE,ATLANTIC BEACH,FL 32233 b)Interest in property: 100%0 c)Name and address of simple titleholder(if other than owner): NA 4. Contractor Information: a)Name and Address: CUSTOM STORM SHUTTERS DIRECT,INC.,826 HULL ROAD,ORMOND BEACH,FL 32174 b)Phone Number. 904-745-9779 5. Surety Information: a)Name and Address: NA b)Phone Number: -- c)Amount of Bond:S 6. Lender Information: a)Name and Address: NA b)Phone Number: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as j provided by 713.13(1)(a)7,Florida Statutes: 0 a)Name and Address: NA b)Phone Numbers of Designated Person: 0) D 8. In addition to himself/herself,Owner designates NA rn copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. of to receive a Er_ I_- a)Name and Address: NA r` b)Phone Number of person or entity designated by owner_ N Ct U `o a U 9. EExpiration date of Notice of Commencement(the expiration date may not be before the completion of construction Y oo Y . and final payment to the contractor,but will be one(1)year from the date of recording unless a different date is m cri tu specified: O (7)0 o O o J O WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE co a)1-7.\c NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I, CT) Sao r? z SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR CV ",-o_ 0 w r CC o IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND a-o z z POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING, o E 8 8 O O 0 CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING CIz a'CCS CC YOUR NOTICE OF COMMENCEMENT. IJnde ena.N of perj I desn that I have read the foregoing notice of commencement and that the facts stated ther m are t ,c to•thet ofjfny owledge and belief. SV.ature of wn or Owner s Authorized Officer/Director/Partner/Manager er Si CARRIE riLL d Name /OWNER OMntD a� p� j/V«,� S gnatory's Printed Name&Title/Office J tti,-�- A E r',' �J The oregomg instrument wa acknowled ed before me this ro` day of a/A-� 20/,, by r/`e- L, Z Ld 61 5 kiAr-- for (Name of Person) (Type of Authority,Le.Officer/A tey) (Name o arty Ins ment was Executed for) COMMONWEALTH OF PENNSYLVANIA 1'PUBLIC,,ST/AOF/TE Ywr>rr NOTARIAL SEAL Print Name: L � � Leslie A. Bartley, Notary Public Personally Known Washington Twp., Erie County ' ldentificationType: My CornAdtettmirEstokelsDSOPI 1, 2019 MEMBER,PENNSYLVANIA ASSOCIATION OF NOTA1e Revised 1/18/18 - _ CUSTOM STORM SHUTTERS • iz 826 Hull Road Ormond Beach, FL 32174 877-670-3737 Toll Free June 20, 2019 OFFICE COPY 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: 2019 Beach Ave, 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, Rose Smith Enc. RECEIVED JUN 2 6 2019 Building Department City of Atlantic Beach, FL via UPS - GG 111111 .411 CUSTOM STORM SHUTTERS D IR E C T Property Information Building Information Owner: MPH. Address: Exposure Category: Minimum Building Dimension: 54 ft. Mean Roof Height: 34 ft. Risk Category: Design Pressure Calculations Opening Max Positive Max Negative Number Pressure(psi) Pressure(psi) 1 ___. 40.6 -43.2 2 37.9 -40.5 3 40.6 -43.2 4 39.3 -48.5 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 7'd ' gol9 OFFICE COPY 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 Size (WxH) 1. 25 x 32 2. 78x72 3. 25 x 32 4. 38x72 44 F V oC I 4 c' I3 I 2 I 1 COPYRIGHT 6TE..E,T.COM SCALE. NOT TO SCALE N GATE Apr 20, 2019 PAGE DESCRIPTION. Site Plan PAGE OF 1 1 i 120/2018 Florida Building Code Online • • Business & Professional Regulation rDBtR,HOME ABo0T peen DBPR01VI5i0HS ceNTACT:BFR BCI5 Home I Lop In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us SCIS Site Map I Unice I Search dbd a r Product Approval �L {- USER:Public User �r Product Approval Menu>Product or Application Search>Application List>Application Detail SECE2ETA13Y FL# FL12246-R4 • Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Expert Shutter Services, Inc. Address/Phone/Email 1626 SW Biltmore ST Port St. Lucie, FL 34984 (772)871-1915 Ext 106 callexpert@aol.com Authorized Signature Michael Heissenberg callexpert@aol.com Technical Representative Michael Heissenberg Address/Phone/Email 1626 SW Biltmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Quality Assurance Representative Michael Heissenberg Address/Phone/Email 1626 SW Bilmore St Port St Lucie, FL 34984 (772)871-1915 Ext 106 CallExpert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL12246 R4 COI EXPERT SHUTTER SERVICES DRWG 17- 244 CERTIFICATION OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E-1996,E-1886 2005 ASTM E-330 2002 TAS 202 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVIi1tCeHwT5BBAhhv918%2fxUQDampBl9gCQ%3d%3d 1!2 '9/20/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description `) 12246.1 I Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use —� Installation Instructions Approved for use in HVHZ: No FL12246 R4 II EXPERT SHUTTER SERVICES INC DRWG 17- Approved for use outside HVHZ:Yes 244.PDF Impact Resistant:Yes + Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party:Yes Other:State Missile Level"D"wind zones 1, 2, 3 and 4(basic f Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f. at 20'-0"span FL12246 R4 AE EXPERT SHUTTER SERVICES DRWG 17- and +160, -160 p.s.f. at 8'-0"span with 1/2"slip. See sheets 244 PRODUCT EVALUATION REPORT.PDF 15, 16 and 20 for additional pressures and spans. Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455-275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee-However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: til! I Irl k l Credit Card Safe securityME'n lcs- http://wvnv.floridabuilding.orgfpr/pr_app_dtl.aspx?param=wGEVXQwIDgvzRNLe5g4OVI.1 tCeHwTSBBAhhv918%2fxUQDampBl9gCQ%3d%3d 22 GENERAL NOTES; 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN 9.ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEET 9. VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA�UILDING CODE. -3/8'00 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROWNG SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE -1/4.0x3 /BROWARD COUNTIES). -3/8'0 KWIK BOLTO 17 MANUFACTU ED HILTI, INC.RED BY ALL. M INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16'0 TAPCDN MANUFACTURED BY ITW BUILDEX, INC FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU IB&20 THRU 26. EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. EMBEDMENT IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.8 IN ORDER TO ANCHOR SPACING 0 1008 EDGE DISTANCE 0 1008 CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 & 20 THRU 26. 3/8'0x1 1/4'CALK-IN 3 3/4' 4 1/2' 1 1/4'(3000 psi) NOT ALLOWED 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, 1/4'013/4'SOLID-SET 3• 3" 7/6"(3000 psI) NOT ALLOWED 3/B'0 KWIK BOLT 17 9" 4' 2 1/2' (3000 psI) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 41 USED IN THEIR ANALYSIS. FASTENERS SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WI ADS, 2015. 5/16'0 TAPCON XL 3 3/4' 3 1/B' 2 1/4' (2899 psi) NOT ALLOWED ACCORD CEROSHUTTER SYSTEM'S ADEQUACYFTHE FORVMPACT AND ODE C RESISTANCE HAS BEEN VERIFIEDOH IN 10.ANCHORS REQUIRED FOR MUWON CONNECTIONS SHALL BE AS SPECIFIED ON APPUCABLE SECTIONS SHOWN ON SHEETS 10, FLRIDARE WITH SECTION -06 1609.1.2 .AS ABOVE MENTIONED CODE AS AMERICAN TEST DABS. SOUTH 10A, 11 111 12, 12A, 13 6 13A. FLORIDA. ONS F /WIND ZONES AS PER"SIM E DS, MISSILE 0 AND ONLY APPLICABLE TO BASIC PROTECTION -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 & 20 -MUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS, -WEDGE-BOLT ANCHOR MANUFACTURED BY POWER FASTENERS, INC. 3. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY (UNLESS OTHERWISE NOTED), SEE SHEET 2. MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. 4. ALL SCREWS (EXCEPT END RETENTION SCREW oC )TO BE STAINLESS STEEL 304 OR 316 SERIES WITH 50 ksl EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 Xsi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT 0 1008 50018. ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILOEX k SHALL COMPLY W/ FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3.3.4. ANCHOR SPACING O 1008 EDGE DISTANCE 0 1008 CONCRETE CONCRETE BLOCK 3/4.0 KIVE BOLT 17 27' 9' 4 3/4'(3000 psi) NOT ALLOWED 5. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 318 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2.0 KWIK BOLT TO 22 1/2" 7 1/2' 3 1/4" (3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 KWIK BOLT TZ 8• 4 3/8' 2' (3000 PSI) NOT ALLOWED 3/8'0 HUS-H SCREW 4' 5" 2' (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM BEARS U.S. PATENTS #6,095,225 AND #7,409,980, 3/8'0 WEDGE-BOLT 4 1/2' 4 1/2' 2 1/2'(3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR©SIDE RAIL SHALL BE AS FOLLOWS: 1/2'0 1116-HY.MW OR WEDGE BOLI 6' 6' 3"(3000 PSI) NOT ALLOWED 5/B'0 IRISH SCM OR MEM BUT 7 1/2' 7 1/2" 2 1/2' (3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 ps.l. COMPRESSIVE STRENGTH. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16'0 TAPCON XL ANCHORS AS IAMOUFACTURED BY ITW BUILDER, INC. TO PREVENT WIND/RAIN INTRUSION. CAULX AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. -3/8'0 KWIK BOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO Al), MINIMUM EMBEDMENT INTO POURED CONCRETE SHALL BE: INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. 2 1/4' FOR 5/16'0 TAPCON XL ANCHORS&2 1/2'FOR 3/8'0 KWIK BOLT 3 ANCHORS. NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCTS INSTALLATION SHALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, A.2) MINIMUM EDGE DISTANCE (ED.) 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 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERIAL. 15. (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 A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUND ON CONDITIONS DEVIATE FROM THE P.E.D. THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE 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 (B)TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 CONTRACTOR'S RESPONSIBILITY. -5/16.0 TAPCON XL ANCHORS, AS MANUFACTURED BY RW BUILDER.INC. (c)THIS P.E D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNR SHALL BE 2 1/4", (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A'FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWIRED EMBEDMENT. RECORD (E,O.R,) FOR 7HE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGA ENGINEER TO THE P,E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 9.2) MINIMUM EDGE DISTANCE (ED.) OF 5/18'0 TAPCON XL ANCHORS INTO GROUT FILLED CELL CONCRETE BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e)THIS P.E.D. SHALL BEAR THE DATE ANO ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. B. SE THAT PRECAST •• •- .. s•" •- - ' VENEER OR PAVERS BE FOUND ON THE EXISTING .• DOR,ANCHORS SHALL BE LONG ENOUGH.. .... I E MAIN STRUCTURE BEHIND 16. PRODUCT MANUFAqGTA69;$•LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF S FLORIDA BUILD)(�•O('COO 0 SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CCM, (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-FIR-SOUTH (0-0.36), DOUGLAS-FIR-SOU -0.46) OR ��V 'E•�:;�?�• 9hL9LL ONLY BE USED FO SOUTHERN PINE #2 W/0 - 0.55 MIN. 0.41"••''• -. THE STATE OF FLORIDA (As ~' ,- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone) -5/16'0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. 04017 PLIECO INC. WWII No.44167 • _ Nautilus DRAWN C. MINIMUM EMBEDMENT OF TAPCON XL ANCHORS, INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PHYSICAL * 4'. READER PENETRATION. ``,,; -- �_� 4/80, RolingShadier System 06/24/II EMBECMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. -ie -LI i__ / ' EMC. \ LAID C.2)MINIMU -• E DISTANCE (E.O.)OF TAPCON ANCHORS. INTO WOOD SHALL BE 2 1/4'.EDGE DISTANCE IS =Q3.. M�LnIC VF%'� TILLS TESTING&ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. BEYOND ANY • • MATE � �•• 1\ x•.,I.lb.M. u..SOL•nncm.cumcri. T1,r 1626 S.W.BIII4ORE STREET ��(�"�'•....,.,.,• I e..'. lT4,7,7' .rs.:Iagn'''E' 17-244 - �-, ff/ �"�LIIII a-mol la0006719.com (eGaoRT)T o_Lu[IE.FL.3T4�9Bn1-nao DRAWING w C.J IN CASE THAT PRECAST STO •NCRETE OR BRICK PANELS.VENE I 'S BE FOUND ON - 17 • 1)0513,F�,17 THE EXISTING WALL DR FLOOR, ANCHORS S _ • • .-. . - Es MAIN STRUCTURE BEHIND ` ON FII WALTER A TILLS Jr.P.E. .r r mer OM SUCH PANELS. P.E. Sra/A,I9,N4AN#AE/DATE FLORIDA Lk. 4 44167 1 ..0, swn+ • SHEET I or 20 #8 #9 #10 • rr.0sr • .,". �o SAW #2 #3 #4 w6' Ao• 667'- nEiw -�,_,W^.111• 7.60 ao 6 172:111=1.111:2-""..' 0 MIx Ae FrAo y #1 sr r '•°' e>a• -';,J, �� li, ' l�- ( (ttP.) • 9� • d ud111UM IILnnt i� :[�1m 1 1)1111llIlIltlllBID• �•mr " p0 )- / ' Rl �� I_M1, -i 96 \, I �. `,DE7 LSA rL - to SIMESSBf�WASHER 19 640 \1l p,Y`' x._fS 'gip) TRUSS NEAO MOW LOBE 1NRE604tdif 6c2w� nzw,6')NEx 014042TWEH1i,ort«�6K1 BIA69'! R6666' 'A1.6U' 1991' Irl,•0• p166' 6x.)ae• aSA96` Nx196� • :12I ' R• OPTION g1fY0N0LRMlc .+ 1 a:o• ?I 1U OPTION 42 WIWASNERI �� �R F ) �A6 �8 j .5S �1^ r 1 f`-DET.0 _ Start sr I\ 1 ., ARYFSS BTTho BOE. rThA / ti ,, I DETAIL C •x^ • s» c�rEDwlnlAc..0• Y .... CNROMEOFREE 11 p _ COATLVG SY57EA1.AS MVLYALTl7rID Ao>6. BY SUN BELT COA1M.LLC to,, L ,., i /AM L I `�� •>-° i= Ey.191.4 Id DUD BIMNPINI. / .m1' .666'- .an' ,• 1 l I 1 • 9 '12,x( �• ' .w UI EW•196.81aRBaE8PIENLTO OA SLATS .786' .>I6•- .7ID•J _.xa• • I �1 STARTER SLAT .wi• - LosO•-., W6}T6 ALUMNUM ALLOY •. 6063-TO ALUMINUM ALLOY Fr 311 Id tMl) SCALE.T•I. OB BASE SLAT pp ETAIL.B 6063.78 ALUMINUM ALLOY y SCALE MY•1' .Soo•=-.exs• ,-.20r6u1 ACETAL BUSHING bei -.17 1.2W ASV :26122E0 1.000. .0 -- 4ou (USE./OImON561 AND R)I u ' 'p y 1I� e6a awr:lw =3 14 C li +� 4 DENSITY:1A ■ _ 249• �$ _ x58• -- TENSILE MODULUS,777 q1 I .) ',1_,. TENSLE MOD:LUS,YIELD:8.11510 O BUILD-OUT TUBE FLEXURAL MCCLAUS 6801 .113' ' '1.M0' 7.4tY 6063.T6 ALUMNUM ALLOY IWO NOTCHED IMPACT:6S kLM i.000•f'•1• me000 ©RETAINING SYSTEM:SCREW 4 BUSHING TL 1SCALE,r•, rd) SIDE RAIL * BUILD-OUT TUBE BUILD-OUT TUBE \/ 606118 ALUMINUM ALLOY 606116 ALUMINUM Al LOY 6063.78 ALUMINUM ALLOY SCALE 111••' SCALE 117.1' SCALE.1?•1- B - ') *MUST REVIEWED BY SNUTTER .eell7 MANUFACTURER TO ALLOW FOR A M. •M - ecoo o 04'CLEARANCE 8 - HEAD AND 4 r - r-I.oM' • - • E POSITIONS. 1 la r „•_ ----2.600----' E3 p-. ,BUILD-0UTTUBE 6063.78 ALL *I ALLOY 4 000'----- SCALE.W•1. xso OH 114'0x374'ITW/BUILDEX TEAL SCREW .180' CARBON STEEL - SCALE 117•f' x W' - ..(T"T'.) Are /� Seo' i:!%//.Vl ii�/�%/�/�1^ _ 'Tnv) 0 5/16'0ITWBUILDEX TAPCON XL ANCHOR CARBON STEEL • SCALE:111.1' x � I rri11111_17-1_61).1 .7ow•- I _ j 1--0.806• OK STORM BAR JO AT HILT!,INC.KWIK BOLT 3 ANCHOR 6061.Te ALUMINUM ALLOY © 4x6 MULLION Gi 4x8 MULLION 4x7 MULLION 0''t�A.r/( GRBONBTEEL SCALE IN'•1. OF TRAPPED ANGLE O 6061-1e ALUMINUM lHn ,• vT'•.. MALL 1R••1• 6061-T6 ALUMINUM ALLOY 6061-T6 ALUMINUM ALLOY r ............ rCL //�S 606178 ALUMINUM ALLOY SCALE YC=1 '' •.GENS.'.�7•.` (Non9 Y ) SCALE In-=r SCALE 1a'•r SCALE 7+a•r 7 V L FLORIDA BUILDING CODE High Yeloca Hurricane Zone C 2017 nLIECD INC. �\'E DRAWN BY: Lc �..,, 1 No.44167 % • Nautilus �eip� RoLtng Shutter System 08/24/17 �;. IL ECOIMC.\ ' DATE COMPONENTS = 13 •••� t-I ,`Y TILLIT TESTING:ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. Q •N(.t YY a6s6 Nom.ww s,sl..u9,wcee,cwN9.n.ulw 1626 S.W.BB.TUORE STREET _ .�• •.,(ORI M1 :pw,041 LLS.0.:,16.)1,1-19: I7-244 - 6 6-mob:l0lwo069Tccm PORT ST.LUCIE.EL.14984 oeAY686c Ns _ c t*)41 d EB-OD06719 (600)Tu-ewe.TAIL »zl m-6wo 1t. ` (11 WN-1171 A nLLLr 0Jr,P.E. my•N Ie H••( m'm ••a P.L� ,(7!6%7 }7p�/DATE HlDMDA Lie./u167 , se.wn 78., WET 2 0E26 . 1 - Li I •. 14 ` ..44...„, tiN 9. --III '� I 14 g `` //� '� '- � � 21 ' - - ��,� , -4---- * -'r i � Cj/ , „,it: -:-„„ • +e 18 , 1 SIDEEND CAP I a 1e 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK © -moo i 4 SPRING BRACKET � I '''''s, 5 SPRING ASSEMBLY O `O , p ti .>‘° � 6 60 MM OCTAGONAL AXLE '�_'� . 7 SIDE RAIL(MAIN SECTION) -� 8 SIDE RAIL(COVER SECTION) II 11---- +� ,� l p 9 ALUMINUM STARTER SLAT �� �._ O "� 10 ALUMINUM SLATS 1-10 <74 1,...41-'.11 11 ALUMINUM BASE SLAT �p 12 TUBULAR MOTOR 13 MOTOR BRACKET �J O 14 SPRING,GEAR&MOTOR BRACKET BOLTS o- 0 15 HOUSING(BACK&TOP)FASTENERS �0 16 SIDE RAIL(MAIN SECTION)FASTENERS ice- 17 HOUSING(FRONT&BOTTOM)FASTENERS 4C; 18 END RETENTION ASSEMBLY '� d .,04119 OCTAGONAL AXLE FASTENERS '°‘9 ,� 20 60MM OCTAGONAL DRIVE CROWN ‘7 ‘‘ 21 CONNECTOR SLEEVE !� 22 GEAR-PLASTIC OR ZAMAC CASING d ___.::,..0-'4" 23 UNIVERSAL WITH DRIVE SHAFT -R` "� 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET"WITH BEARING d d / BOX & END GAP r8iS.SEMBLY COMPONENTS IIP..' OA451�; G ENSF....../.l' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) m No.44167 ; .2017TLTECO NC ,•*• Nautilus DRA LMI C BY / .0 t, -.-. 0---- —".-‘1,,.. �- / j 6 IMC. \ ,���, Rolling Shutter System ��DATE v ‘15/3:.'•°,�.r�[�s -5:_,,,7 6` T1LLT TESTING GINEERING CO,APANY EXPERT SHUTTER SERVICES INC. _ �-G,T. .. • ,1 AM n Si.sn.sn,wc,s.,weans, a 1626 S.W.BILTUORE STREET \� . Oro ...."..c.N* 1+1 e=Jr. w a-Iss s 7:"-'js v PORT ST LUCK.R.34984 17-244 — 4 N- 11 C WICCOOool.tam wUhE.WO)].9-9056.FAA 072)A7-0929 GBAMNG Ne -., ONAL f,l+ WALTER A.ALLA'9..PE. w. .�„n .,.. .E 5909.0refURE/DATE ROR10A LK./44167 ae�..,, an.i„ �. SNETT 3 or 2c . ) ---- ii _..... OX Y/8 at Y/7 BOX V/9 ©••R' ' ►V/9 ©• REM •Y/8 & Y/7 _, ,\\\\\\\\\\\\\\\\\\\v\\\\\\\\\\\\\\\\\\\\\\\ \ ` . \ IL .41.. END CAP I I► END CAP END CAP ( IPP I END CAP T NUTS I N2 TS SLATS I 13 15 9.0 I SLATS lill...1111111111111111 i �TS 4 ISLATS SLITS SLATS G I SATS ■ • Y O 8 ' stirs 0/8 1. 0/8 : : —' VATS 0/8 0'/8 0/8 p/8111111 _1 0/8 97 GIMIIII i ii Y7 ID SLATS •�—�--�•=ma-- SLATS I ib( - 1 "a / IimMINNIMMEMENEma ' 5UTTSS _ P ; ■' ' SLATS _ t P M9 C�YP• Ea. END) (TyP• Ea. END) ''I ' suis O 11 ' CATS 0 .�- 10 (EYP.) ..11.1111.m...—_... 1111111111111111111111111= (To.) n SLATS -�I I SLITS N, / f STORM .o- Sp r X4W / far Ir / 0 10Y/8 At Y/7 (SEE S EET 2 Y/8 & Y/7 Mo..SLAT SPAN I 0 (SEE SCHEDULES ON SHEETS ID A 20) Max.SLAT SPAN TYPICAL 1C NLE UNIT ELEVATION W/O STORM BARS *, ** (SEE SCHEDULES ON SHEET I5) NOTE' SEE 5 2 & 3 FOR COMPONENTS NOMENCLATURE. _N_T.S. TYPICAL SINGLE UNIT ELEVATION W/ STORM BARS --______ NOTE: SEE SHEETS 2 & 3 FOR COMPONENTS NOMENCLATURE. N.T.S. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: * CASE 1: SHUTTER HEIGHT EQUAL OR LESS THAN 11'-0"APPLICABLE TO INSTALLATIONS W/0 STORM BARS, N/STORM BARS OR W/STORM BARS & MULLIONS W/ HEIGHTS UP TO 11'-0". (a) CURTAIN SHALL START W/#1 SLATS AT TOP, FOLLOWED BY 92, 93, THEREAFTER,ALL THE WAY DOWN. EACH SLAT A SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 11 SLAT SHALL BE CONTINUED UNTL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT®MAY VARY WITH SHUTTER'S HEIGHT. '''''''''''''' EIGHT, ''•• (b)BOTTOM SLAT®MUST BE ALWAYS INSTALLED. PI1)'.EE N.TI((�Tf•-. a3P n 9 ** CASE2: SHUTTER HEIGHT LARGER THAN 11'-0•APPLICABLE TO INSTALLATIONS W O STORM G S / \� F,'••.• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) BARS AND W/ OR W/O MULLIONS W/HEIGHTS LARGER THAN 11'-0•. Z J• No.44167 L *` O 2017 TTLTECO INC. �,'r�: Nautilus Mae.ITS (a)CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY f2, #3, THEREAFTER,ALL ,c r L'a' THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE(5) SLATS OF THAT SLAT C * * •• 7�Nti" NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW 91 SLAT SHALL BE �'•S A►� RotlingShuftorSysfem w/AAE17 CONTINUED UNTIL 10 SLAT 15 INSTALLED.AFTER/10 SLAT IS INSTALLED,ADDITIONAL /10 '� ECO IMC. DATE _ t `� EXPERT SHUTTER SERVICES INC. SLATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. O f� OF')./.4.44 TICCIT TESTING&ENGINEERING COMPANY _ •'p.,,�R..•, \ 11 eus� i N1,a)e..•O1Os•A(=„v v,es 1626 S.w.WRLTMORE STREET 17-244 (b) BOTTOM SLAT®MUST BE ALWAYS INSTALLED. �4;..4.,,,,,,,‘„ ulONA`��6'`I ■-^�P�_�,,,p r PKONC:11001149-666.IE,i1.(],2I MR tl,to weboa.cem •0.sC.ER: )n1 em-0999 DRAWING rie tiP,� fl WALTER A T1L1IT Jr.P.E. P.E. SEAL/SIGNATURE/DATE FLORIDA LII.!44167 m,1-er1 r/,11 a• WV 4 of 26 EXISTING WOOD—, TRUNG WOOD 5/16'o TAP ••S XL w/ 6/16'0 TAPCOWS XL w/ TRUSSES OR RACIERTRUSSES OR BAITER 2 1/2'Wn.P -DON 2 1/2'Mie.PENETRATIOR1/•042/4•ITV BUILDEx 1/4'043/4•RW BUIDEX +'=1'.1/6'OR 2'42.1/e'OR EXISTING & 1.O.0.40.060' V. k 1'0.0..0.060'GALV. lEK SCREWS W/ SEX SCREWS W 1 BUSSES OR RAFTER. ,c, EXImNG W000212'zl/6' 2'42"41/8" / STEEL WASHER 0 24 � SES OR RATTER STEEL WASHER 0 24'o.c. ALUMINUM TUBE 1.O.D.z0.0e0•GALVANIZED ALUMINUM TUBE t'0.0..0.060'GKVANZED 110.11.04A141!ill _ STEEL WASHER O 24'o.c. STEEL WASHER O 24'c.c. 5/16'0 TAPCONS%L �' S/16"o TAPCONS%L 7 � ti ,. w/2 I/2'M'KI.;, —J w/2 I/2'Min. WI /�/' PENETRA OON PENEfRAtp7N 171110&•....4 .011111111rdelgelli (2)2'r 4.OR I (2) •=4.OR 11 7 2'46'CONT. ,,,,,,,,i111111.1.71 _ 7 2'=6' ONT. 2 2%4'OR W000 HEADER'� WOOD FADER I () f (2)2•a4'OA • REQUIREDll ` • REM!, I� • • V0o0 HEADIER Iiww WOO/HEADER � { ` _ AEODIRED : REQUIRED `' _ R / 1tR R EDGE • F FO' S N hi%)OPENING - I © , EDGE• 1 - MEDGE• © EDGEO OPENRN. I� ✓r OPENMO g OPEIRN _ © gExlmNc D IX1155NO1E%ISnNG i1 Q OE%ISi NG Q(BEYOND). 1 E><MW (BEYOND) li .GLASS sJ'bO ii gONO)�''� I O C gE'rt7ND)�'' ) O Nin. �y I w■ 2 r. SEPARATION fi EXIdIpR 6 (2)2'44'OR wn. 2®I' Min.`OMT.=W000 A TO GLASS 2'r6'CONT. `� 1i��• SEPARATION 2x6•CONT. Rik • SEPARATION ,I(1 i TO GfA55 _ TO GLASS 3 STUD O 16' I (S(E�if al 3 Q ; 0006 E CD O ,�,IIMi3' W WOOD m1D ��,�� �� 52 O.C.W.X. 3 O 16.O.C. (saSE11-. OH REQUIRED. g' i 'O.REOUIREO 51611�) Q NIX.REQUIRED S1A��) qq 20EC SHEET iI EANCOflS SEPAMTON (SEE SHEET 20)1 4 (SEE SHEET 20) L+SCHEDUL I a0ki'oWzl (Sa E 0I m �_2'Ir� g�) ode oma 1.. O/8 I 11/2.--47 , . O/B g (2)2'=4.OR EE ANCNOPS I - SEE ANCHORS _I FlWSH(2)Y=6' SCHEDULE I" - 4- SCNEOULEEDGE • E COM.WOOD ON SHEET 21 n EDGE ON SHEET 21 • 1 OO OPENING O STUD 0 16' ' O 1 ` O.C.ILAX. D 1 1114 I oRs E._l". 11/2•.1 1/2'=O.Oe2' (SEE SHEET Q E...1111• 2'04•00.062',CONT. 1 • SCCHHEOULE E+-111• .COWL.ALUM.ANGLE 2D) - 1 _ E.•- 11 ALUM.ANWF _ I. 1 . ON SHEET 21 6/+e'o rAPcoNs xi. 6/+6•R TAPcgR XL I W/2 1/2'Mm. OAS lk 0/8 w//2 I/O'Mn.PENETRA CDN ENNI2'.4'OR • \\ iV451-I 024Y.4'OR'•.. 1 WISH 2'84'DR 2••• Flr45NO 24'e . 2.44.OR 2O=/e \ 1 I • D/EXISTING WOOD CONT-WO••' ` EXISTING W000 CONT.WOOD E CONT.W000 EXISTING W000 CONI.W000 BOTTOM PLA • DECK OR BOTTOM PUTS EXISDNG WOOD BOTTOY PUl[ � DECK ORREOLRRED �^ DECK OR BOTTOM PUTS ..6 DECK OR SV8 f CONCRETE SUB REQUIRED DECK OR REQUIRED T CONCRETE SLAB REQUIRED REOUIRED.- (SEE SHEET 20) REOUIRlO. (SEE SHEET ��`. ril OCONCRETE SUB (SEE SHEET 20) I REQUIRED. (SEE SHEET 20) , 5. 1,• REOUIREO., O EDGE, A • WALL M• NTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTIONS Y-Y INSTALLATION DETAILS ON ES,IST t�. WOOD BUILDINGS N.T,�' ,CEN T✓' t ••V S�`••••• . = FLORIDA BUILDING CODE (Non High Velocity Hurricane Zonc) r NO.44167 1 I� c201 i,LTEO iN[. t:''t Nautilus CRAM 6T: `2.74. •1 � /TL E C O L N G. \ ,V��'` Rolling Shutter System 00/24/17 BDAIL 2 1144::., Lnn, �% TI LUT TESTING& ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. 11 4045 P xu v.sa.404 004•..6 04 00,n 44 1626 S.W.BILTMORE STREET 17-244 E 0•�� (1 '1641 OSx .. UoaHT.-�v�1 PORT ST.LUCIE,EL.34884 4S/� • �V 41 a-moE fil000671el.eem ORAWOiG No ONAL ,LI EB-00067M1 (6W)>N-0016.EAx(TT2)6f1®_0000 W -1/4-...`9/6 '� SiWALTER w TILUT Jr.P.E. " •o• . P.E. SEAL I RE/DATE FLORRI 4 Lie.li 41167 4.i.+I ton,. Fa SHEET 7 of 44 • 1 4✓ Ci In.I.D. POURED CONC- /�)()R in.E.O. OR GROUT FRIED Q OORO v O POURED O ORO ED. OORO CPOuRED ONCRETE OR POURED . CONCRETE BLOB( , (SEE SCHEDULES ON (SEE SCHEDULES ON GRo1R CotICRnum E OR (SEE SC,EDULES ON CONCRETE OR (SEE SCHEDULES ON GROUT FRIED SHEETS l7 a le) SHEETS 17 a le) CONCRETE BLOCK SHEETS 17 L le) IFILLED CONCRETE BDA SHEETS 17& te) BLCoL•xRETE 2.750• \ CN \hN ID F ' '3 tH2 a I�° miN_Li! ma viii fir',.. �� OR,h fur 1/2. 4 0 0 4•C.C. 1/2".1/4• ‘:-(a) ^ 0 4'o.C. — FLUSH MOUNT (WALL) \\ oR 1/a 1/SLro OR 1/e•SUP �L� OR 1/8'I SUP\..0 SECTION W./ STORM BARS TRAPPED MOUNT BUILD—OUT MOUNT SECTION P—P (PLAN) BUILD—OUT MOUNT Scv.E ym-.1• SECTIONS 0-0 (PLAN) INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALE:,/4'-1. � 1 OOR& \ E---- 44.0 OR© ooR al ___,y�. O Lill F � 11 0 4•o.c. 1' © OO 4•o.cI I 0 4 0. 4 me. 0 OR /B1 SUP O di 0 4...e. 0 ��ola „z IMP. /1111111.:771-11111 T ,I�� , pJ �� S J:., SECTION Q'—Q (PLAN) 1/2•, 7/4• 1/2, 1/4' y LJ/ . OR i/a•SUP OR 1/e•SUP `! vz, 1/4• 1/271/4• �z•,'su 1/2•, 1/4' ORIENTATION #1 �oR i/e•SUP oft 1/e•SUP O O i DR VD'SLR OR 1/e•supe WALL MOUNT END MUWON SECTION 0-0 (PLAN) SECTION Q—Q (PLAN) SECTION R–R (PLAN) SECTION R'–R' (PLAN) � CO* ORIENTATION #'1 ORIENTATION #2 ORIENTATIONS /1 & #2 ORIENTATION #2 �^_ 0 WALL MOUNT END MULLION WALL MOUNT END MULLION WALL MOUNT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION 56 INSTALLATION DETAILS INTO MULLIONS G, G1, G2 :---74X111-11 Sc :,/4• , 1/2'.i/4• r a1/2i 1/4• e 0 OR 1/a LP OR 1 s suP O (2) 2•x4 OR I � L< 2"x6" STUDS— /�/ (2) 2"x4. OR , (SEE SHEET 20) (SEE SCHEDULE S2"x6• STUD * ALTERNATIVELY TO OH , A L...1 (SEE SHEET 20) (SEE SCHEDULE MIN. 1/2" 1/4.0-20x3/4• S.S. M.S. ON SHEET 21) PLYWOOD 1 W/ NUT MAY BE USED SECTION Q'—Q' (PLAN) MIN. 1/2' 1 FOR THIS CONNECTION ORIENTATION #2 PLYWOOD � 1 ' WALL MOUNT END & INTERIOR MUWON _ _.. 0I,oRg `1.750• 2.230' 2'OR ,• ,1'j,,,,,,,,,, ,T,//(�•, O /2. 1,. © c OR 1/L-SUP 0 4•me. 1/2. 1/P J Itt. •• �s�••••T 9FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) fLUSHMOUNT (WALLl © oe 1/a SEP /1 ' No'94167 0 2017 nL ECO as ����'! Nautilus BUILD—OUT MOUNT :—0 ti 7.�;• .t01/� Rolling Shutter System 06/24/77 SECTIONS _ - /1111=',.. DATE Qa—�' (PLAN) �.''. ,� i1LL1T TESTING&ENGINEERING CDNPANy EXPERT SHUTTER SERVICES INC. (V,A \ en4 aa.Jou.4.sH.acs.wCM,.GPM&n um. 1626 S.W.&LTNORE S7R i I/O AL 1'11,14 ti...faosla'EB�OD067�7 caoaMn-�ssi ��= PORT ST.LUCIE,R 34964 DRAWING Ho INSTALLATION DETAILS INTO EXISTING WOOD BUILDINGS _ (no)746-4054.EAa:(771 n1-aur SCALE:I/4•.1• ' WALTER A.MUT Jr.P.E. la,"• rN�/ mre •w P.E. GNATURE/DATE FLORIDA 04./44,61 m. . ., fano„ r SHEET 8 or 26 1 ._...-- 111 MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE, WOOD GRADE,A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RAN3E 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) Asaovw SLAT SPAN RAKE ASA DESIGNSLAT SPAN RANGE WOOD GRADE PRORU.gMO RANGE , WOOD GRADE it".""'E am4,a)4'm5* >5m5*>6'm7*>7m7*>7m10'* (w0 0'-0"to 4'-5" (Pee) s 30.0 6" s 30.0 6" 6" 6" 6" 6" 5" SOUTHERN PINE #2 40 6" SOUTHERN PINE #2 40 6" 6" 6" 6" 6" 4 3/4" (G=0.55) 50 6" (5=0.55) 50 6" 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" I1.-e -FIR- .. s 30.0 6" 6" 6" 6" 6" 6" (0=0.46) 40 6" (G=0.46) 40 (-6" 6" 6" 6" 5 "" 5 1/4" 4 1/4" SPRUCE PINE-FI(0=0.36) (G=0.36)s 30.0 6" SPRUCE PINE-6R-SOUTH 30.0 / 6" 6" 6" JC_ 6 5 /a" (G=0.36) BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) muumuu SLAT SPAN RANGE 1E.0.OF9a11 WOOD GRADE RA Rw 0'-4'* >4-5' >5'-5 * >5-7' * >7-6'* >9-1o'* toe) 1�.0-Our salt-ouT nun-our eutO-atr w[o-Ovr *ub-Ovr i'.na-an wLLa-our IVII- eJt*-0W emus-are watb-our MOUNT W/F,uOUNT VO/C: MOUNT WAD*0*0 WAD MOW MVO YOUKr VC MOUNT N/�E *0*0 MKIYOIMI II/c9*00*W/3 YOIMo 11/4)WONT*KO. s 30.0 6" 6" 6" 6" 6" 6" 6" 6" / SOUTHERN PINE #2 40 6" 6" 6" 6" _ 6" 6" 6" 6" 6" 6" 5 1 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" DI GLAS-FI' SOUTH s 30.0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" _.....at=1.'' •0 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 R=SOUTH 30.0 6" 6" 6' 6" 6" 6" 6" 6" 6" 6" 5 1/4" 5" (G=1.6) t A:,rit *NOTE. 0 li, ' !Jr MAX. SPAN FOR SLAT FOR A \\\t \�C ENSU('.,' FLORIDA BUILDING CODE (Nan High Velocity Hurricane zone) GIVEN A.S.D. DESIGN LOAD SHALL E EXCEED MAX. NO.44167 c 2017 TILTECO INC -fl DRAM.u, SLAT SPAN INDICATED ON *E * _ *`' �, Nautilus S LC SLAT PERFORMANCE CHARTS .1. o cry.-` �jjtx Rolling Shutter System 06/24/17 ON 20 SHEET. 0 "Krt�— ` IL E C 0 INC. \ EXPERT SHUTTER SERVICES INC. DATE ' rp7yLEy� \\ TIWt TESTING 6 ENGINEERING COMPANY . (CC "'/ \ ""a N• N• Ycta=n."'" 1626 S.W.RILTYORE STREET _ J v\ 11 Pw.,. e�ima.'�a'f°io.rY".°ir'1saY.�-I.v� 1 7-244 �i�S `1A t - is ulleco0ool.cam PORT ST.LUCIE.R. 3.96. o11M� ttlt(( CR-0006719 P0oNE:(HO)les-aa5e,rrs:(772)e,-0990 DRAWING No `51.iK�/ WALTER k YILLn Jr.P.E. P.E. 5. /AtTagRE/DATE RORIOA 12 I.0167 wP�»� e.n.nr '�. WEFT 21 Or 26 • .1../ I v SLAT PERFORMANCE CHART Ib 1 & ICL:jONLY VALID FOR 1/2 SLIP) SLAT PERFORMANCE CHART lib 1 & RC1. (ONLY VALID FOR 1/4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A GIVEN WOOD GRADE,A.S.D.DESIGN LOAD(p.6.1),SLAT SLIP 1/8"AND FOR A GIVEN MAXIMUM A .O.DESIGN PRESSURE RATING 4,enAND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM AS DESIGN PRESSURE RATING(p 1.5 AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"x4'STUDS. INSTALLATIONS WO STORM 5AR8 PER DETAIL 7 BELOW INSTAUATIONS WO STORM BARS PER DETAIL 2 BELOW AS PER LIMITATIONS ON DETAIL 1 CHART Ibi 1178 l/ CHART ICI CHART IIb i Ibl EMI/ CHART TIC 1 ISE IMXIMLIJ 'EM EDI MOVE N0 PECUTE ASD.18) az WWI RIDITIE MA tOOD MBE 15E 11WI•/-.WALE WIWI P(@1AE NO IEGATWE ASA LOW USE MOM 1si,E EVIEDI FMB NO IEGNNE ASA MI 1lA1GFW MAX.AAT SDAN T T VAN TO cu M.SEPIIRAT7M TO SATO 1 SLAT N m 5114'0 TAPCON XL ANCHOR LIDS POSITIVE A.S.D. 175E WAWA/°O TE A.S.D. W000 GRADE Cpl 'Lae (f 1) ��e(TT) B4pX OF SLAT(n) MIN. SAT LOAD VALE 5118'0 TAPCON XL ANCHOR MIN. SLAT LOAD VALUE SURE W BOAS-DUTW/0 STORM BARSSPMwow. RA1702 MOUNT * MAX. SLAT SPAN 'LWIII' REQUIRED YN.SEPARATION TO GLASS 1LL1(MAW REQUIRED MAX. SLAT SPAN •LYM.' REQUIRED IAL SEPARATION TO 6U� (P•0 PRO AI '€3� WINO X040$ SOC 4201E ASO. 'LMAX.• (It) 0t) NIMROD TO SACK OF SAT(") Al 1 'LMA.• (n) (f1) I*sJRED TO BACK OF SLAT 0n) SOUTHERN PINE 2(0-0.55) 60. .154-s' 4._5. li, IN FR B E 11W L 1IIKAWf °'a°-°'R �.4.. W W/O STORM BARS -II0UHr mot� R W/0 STORM BARS DOUGLAS-FIR-SOUTH(G•0.46) 60 4'-5' 4'-s• o'-o' 1" 5 1/2' (P•O 'F9 s Ei E'MD ZONES WTNO ZONE (PKIA^ MND ZONES WIND ZONE (Ia*mat pa win a) ( 5 Norm At a 1-3 4 da N 11381 (SCR Nome) Oa WO A) S& . 1-3 4 SPRUCE PINE-RR-SRN(0.0.361 60 4'-5' 4'-5• 30.0• 10.-0' 10'-0' 10'-0' 5'-I' 1' a 1/2' 30.0• IT'-3' 8'-3' 8'-3' 7'-7' 1' a 1/B' 36.0• 10'-0' 10'-0' 1o•-0• 7'-r I' a 1/2" 38.0• 7'-9• , 7'-9" 7'-9' T-3' 1' 6 1/8- 40.0- 10'-0' 1('-r 10'-0• r-5' r 8 1/2' 40.0- 7'-7' r-7' 7'-7" 7'-0• 1' 6 1/B' 45.0.. 1V-0'10•-0' 10'-0' 10'-0' ' 7'-r-r I. 8 I/2' 45.0•- r-4' 7-4• r-4' 8'-r 1' a 1/5' Yn Z-10'-0" D O7' 10'-0' IO'-' -0" - 1' a 1/2' 50.0•., r-3' �'-3' r-3' e'-B' 1' a I/6' X TSNO� 1a'-0' 10'-0• e'-r 1' a 1/2' 55.0•- 7'-3' 7'-3' r-3' 6'-4" 1' a 1/e" / / 60.0-• 10'-G' _ 10'-0' ID'-o' _ e'-r 1' a 1/2' 60.0•• 7'-3• r-3' 7'-3 e'-2" 1' a 1/e' --....1 i ._.... SLAT PERFORMANCE CHART 1111:JONLY VALID FOR I/6"SLIP) SLAT PERFORMANCE CHART IV-(LESS THAN 1/8"SLIP) % T is CSPAN FOR A GIVEN MAXIMUM A.S.D.DESIGN PRESSURE RATING(p s.1)AND SHUTTER MOUNT CONDITION FOP FOR A GIVEN A.S.D.DESIGN LOAD(P.s.I).SHUTTER MOUNT CONDITION INCLUDING �1 p j INSTALLATIONS WI0 STORM I BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW ill - CHART IIIb l � "/ CHART IIIC 1 5/16"B TAPCON XL ANCHOR 111 / SLAT SPAN DEFINITION (AX WAIN wax E16EE1,PO9119E NO IElO06E ASA WO 1 i L/4•IBI USE DAD PMUM�'�.D, USE MAIOMUM VAUE BETWEDI POSTRHE USE MAwww POSITIVE' i s FOR I b 5/16'0 TAPCON XL ANCHOR MIN. SLAT AND HELAINE 4.5.0.LARD A.S.D.LOAD VALUE IWIIB-BUT '( i, SPAN VAX. SLAT MN. SLAT Ka..eDAV,,.. TWX 11011E MAX. SLAT SPAN •LYIN.• REQUIRED 1N.SEPARATION TO GLASS ulAlr SPAN SPAN TO OMR IGWAE9 TO S I I •OBI I l i WOMANASD. 'LMAX.• (F T) (rt) IEAIRED TO BACK OF SLAT(In) DESIGN 'I BUR (F) 'LYBL•(Fr) SASE 5 I") N_i/2 PL 11000 AND Flamm WALL WONT WILD-OUT 110116 4/ 1 e.0-041T SAP^" 6/0 STORM BARSDESIGN WALL•s.o.s�m� eua104.1.o-our W/O STORM BARS 5,Y/7 PM (2)2',4'vgOD STUDS (PO) F� g �3 (rn.EA[H SCE.S.vora)I (Pe) NO i MND ZONES MND ZONE 6 8 W7110 ZONLS MND ZONE pa NPine) as NBIUA)OR N0164) f 1-3 4 a Nom A sa No10 A 1_3 4 DETAIL 1 (ELEVATION) 30.0• r-6' r-6' r-9' 6'-7 I' -_- e I B 30.0• 35.0- 7'-2' 7'-2' 7'-2' 6'-4' I' B 1/8' 35.0- 6'-�• 40.0- 6'-I' 6'-O' 6'-B" 5'-1• 1' 8 1/8" 404• B-0. A IYflIES• 45.0••• 6'-B' 6'-8' B'-a' 5-11' 1' _ a 1/9' 45,0 r 5'-10' D' D' I' • 60.0-• e'-5' e'-S' e'-s' s'-9• I' a 1/e' 504-. s'-9' 1. ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS 85.0•- 6'-3' 6'-3' 6'-3' 5'-7' I' 8 1/8' 560••• 5'-7• ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 80.0•- 6'-i' 6'-I' B'-I' S'-S' 1' 8 I/8' 80,0••• 5'-5' IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Yn MAXIMUM A.S.D.DESIGN LOAD VS WOOD GRADE SCHEDULE: t'' WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH SPECS GIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF -- -- 'lAUD 0 5$ �l ASR-90UIH(6-0.48) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER :•I .-_ ;1.:-'- FOR 17SOUTHERN PPE#2(h,.O.55) SIDE OF OPENING SHALL BE 33'. SPAN SPRUCE PNS-�t-9TM(G=0.36)i ` •! I I I ••VALID FCR DDUOI AASS�Tt-SOUTH((0.48) i El SOLTR j IB'-I 3/4• i Tt 1 i SLAT SPAN DEFlNITLON A.VAUD FER SOUfHF3�L R "�.. ..) f TOA Oa IOW e I!! 1,,, i 1 �b... ••'O F �'•,- FLORIDA BUILDING CODE (Non Kph Velocity Hurricane Zone) 11 j 10'-(1'TOR flUILD-OUT 1WL Dm&,MORI V p' . ` 0 7017 m1ECo 1N0 .)'EP_ • = = Nautilus �"""Sr I I INSTALLATION INTO WOOD FRAME STRUCTURES Lc N0.44167 .`" xoom SLOHEF m iI - OSA S $.8s 00/24/17 I, * �L E r. ECO. \ EXPERT SHUTTER SERVICES INC. DATE n \ �•I_ .\ • �.. \ ` Q 0 Cr\\ naas k•TES NG&b'l.„aC.wENGINEERING urtl4 nCOUPONS __ '..r , Pt.. 33.SW. .,•., 1828 S.W.847110RE STREET 1 TtmODDNA ,�F'AF��} .�4�y\\ - aaNN-Issn�as 17-244 A•YR (( ..F/'pl SIDE�1O10)1 �:Q�i'C!.''.�lyFl� ,. 6@114\ •-mon:-00067aoLcom P00,11(em)„v-01R-FAX 1112)IS-aPo BOWING IN C EB-o0O6719 �S�1 11 4�•1 WALTER A . Jr.P.E. DETAIL 2(ELEVATION) PA. SEAL/SIGNATURE/DATE F.0004 Li51 E 4,167 0151,.-.n ;35/35/35., •. m"" "" SHEET 20 OF26