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2393 OCEAN BREEZE CT RES19-0073 HURRICANE SHUTTERS PERM RESIDENTIAL PERMIT PERMIT NUMBER RES19-0073 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 3/27/2019 19" ATLANTIC BEACH. FL 32233 EXPIRES: 9/23/2019 MUST CALL INSPECTION • • 91 + 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL •RK MUST CONFORM TO THE CURRENT • 1 OF • ' + 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: 2393 OCEAN BREEZE CT RESIDENTIAL ALTERATION 6 HURRICANE SHUTTERS $10500.00 RESIDENTIAL TYPE OF • • GROUP: 168908 8230 OCEAN BREEZE REVISED PLAT COMPANY: ADDRESS: CUSTOM STORM SHUTTERS DIRECT 826 HULL RD ORMOND BEACH FL 32174 • ADDRESS: HANSEN KIRK C 2393 OCEAN BREEZE CT ATLANTIC BEACH FL 32233-5968 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF • . 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 4SS-0000-322-1000 0 $105.00 BUILDING PLAN CHECK 45S-0000-322-1001 0 $52.50 STATE DBPR SURCHARGE 4SS-0000-208-0700 0 $2.36 STATE DCA SURCHARGE 4S5-0000-208-0600 0 $2.00 Issued Date: 3/27/2019 1 of 2 RESIDENTIAL PERMIT PERMIT NUMBER 's a RES19-0073 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 3/27/2019 ATLANTIC BEACH. FL 32233 EXPIRES: 9/23/2019 TOTAL: $161.86 Issued Date:3/27/2019 2 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) s� 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: S l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3OC_tAO&C56E-Department review required Ye No uildin Applicant: US O TO 6-{(7Tanning &Zoning tt� ,, Tree Administrator Project: l� U2,(Z��� L 7 ESS 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 B 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: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: EILDIN PLANNING &ZONING Reviewed by: Date: l �! 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 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach,FL 32233 - Office (904)247-5826 Fax(904)247-5845 Job Address: ZAJ c �Ag/ d Permit Number: R ES 19 -00-73 Legal Description SB-OSl 37-2,=191Oa.. Parcel# /68901$23a oor Area o meq. t. 'q F't Valuation of Work$ / Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): ew Addition Alteration Repair Move Demolition pool/spa window/door Use of"ting/proposed structure(s)(circle one):. Commercial Residential If an existing structure,is a fire sprinkler system)Installed?(Circle one): Yes No Florida Product Approval# zef4-/1 For multiple products use product approval form Describe in detail the type of work to be performed: Aylp c;i s j 116/ ch on /,4,rn;ia�.A e- $(,-{4trs Property Owner iInformation":� 2 Name:_ jk e-f_&fi.� t. Scn Address:_Z393 �ccaa�+ U!L/Lc G7 City 4na,1A{,'C x44 StateIL-Zip '�40 Phone %j.LFI- 710 E-Mail or Fax#(Optional) Contractor Information:Ml— ``�� Company Name:��,S`idj S-{n,e.� sftm. fcls !-),l e-f Z7w- Qualifying Agent:--A JJ& / `�0-/veeW Address: 124 Lr [/ City &AAS�16d a g_&.4 State ;Lf- Zip 3217 Office Phone qs�f. 4L 9- -y I Job Site/Contact Number Fax-# State Certification/Registration# E45C /5l7 24 51 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 1 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 laws regulating construction in this jurisdiction. This permit becomes null and void rf work is not commenced within six(6)months, or if construction or work u suspended or abandoned for a period of six j6)months at any time after work is commenced I understand that separate permits must be secured for Eledrica!Work,Plumbing,Signs, WW ,Pools, , ares,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 Y&li NOTICE OF COMMENCEMENT. 1 hereb certify that 1 have read and examined this a plication and know the same to be true and correct All provisions of l nd ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to gm aur ority to violate or cancel the Provisions of any other federal,state,or local law regulating construction or the performance of construction. Signature of Owner Signature of Contractor Print Name _--I -_. ._ ------- Print Name -�/%�! ' • _ �a.��--.- Swornto and subsc 'bed eforeme Sworn to and subscribed be re me this '',5 Day of - 20 this ,/I Day of ��! ,20 b � Notary Public Notary Pu is L w.R.POWERSvised 0126.10 PATTIL.O'CONNELL Commission#FF 904799 Commission#FF 984902 Expires July 29,2019 Expires June 8,2020 B.-d dThu rrwFw euurme.600.W7019 p'•8 .4+'0 BMW Thru Troy Fain Insurance 800-385.7019 ELECTRICAL PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904) 247-5845 JOB ADDRESS: L34 3 �cn 121eP 2t CTGdn7-c 32t33 PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS Z'O AMPS VOLTS PHASE VALUE OF WORKS /,SQo,,�D NEW SERVICE ❑ Overhead ❑ Underground ❑1 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 amps 150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-l 00amps 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 Swimming Pool Sign Smoke Detectors_Qty 'Transformers KVA Motors 2.0 -I FIRE ALARM SYSTEM (Requires 3 sets of plans) PROVIDE POWER TO 6 2.0 AMP MOTORS Qty volts/amps VAL UE OF WORK$ (SOn .co REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change OH 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�.��L' &n f- L• / Phone Number fot{- Z`/1- 7 8S9 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 A State Certification/Registration# EC13004162 Notarized Signature of License Holder yT4ej > Sworn and subscribed before me this o 20 Commission#FF 904799 Signature of Notary Public •""%P,!,�.`.• 9aAMTlruTtgFainhuu�ngY9p385.TB19 Doc # 2019041154, OR BK 18697 Page 959, Number Pages: 1, Recorded 02/21/2019 02:11 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 07i07 NOTICE OF COMMENCEMENT State of Florida I OFFICE COPY®P County of r�tidic� Permit No �I Tax Parcel Number /6914 8-8230 The UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following information is provided in this Notice of Commencement 1. Description of Property: (Legal description of the property,and abase address If available.) 2 3q 3 ��C�W >3,?< yG-65'1 37Z-n296 At c� &a&-,fci!d�sua�/a� 2. Genne�er//a�ll.desenP tion of improvement: v/!J/al��dCtrfiCF,�t �lDf1) 3. Owner information: Cy / FOR CLERK'S OFFICE USE ONLY nr��• nSe.� a. Name and address Z3S3 0(-eaM Greet." Cr ,grcartA,- /32eu�,�G 3LLi3 b. Interest in property /wd� c. Name and address of fee simple titleholder (if other than owner) 4. Contractor: Cltskm .Sii` s I S !�•�et -�it� Name and address 826 �&f1 •?Zt 2y a_ Phone number Fax number 386 lc?Z 373 5. Surety: Name and address /11Q a. Phone number( ) Fax number( ) b. Amount of bond�_- 00 6. Lender:Name and address a. Phone number( ) Fax number( ) 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: a. Name and address b. Phone number( ) Fax number( ) 8. In addition to himself,Owner designates 4� of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes a. Phone number( ) b. Fax number( ) 9. Expiration date of Notice of Commencement(the expiration date is 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 1,SECTION 713.13,FLORIDA STATUTES,AND CAN + " "RESULTiNYOUR-PAYING-TWICE-POR-IMPROVEMENTS-T4YOUR-PROPERTY—A-NOTiEEOFCoNwENCE-MF yT_Mk1Sf8E 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 IN K- COMMENCEMENT. Signature of Owner Print Name of Owner... State of Florida County of Affirmed and subscribed before me this 12> day of yg i'_by who is onaI wn to me or ho has produ a L_ �`' /\.lir t(type of ID)as Id ratification. Slgnat re of Notary,Public state of Florida ' `< b A Type or Stamp Nam �f Notary P.r ••. PATTIL.0'CONNELL '$J Notarial Seal II' A commissiontlFF984902 at Expires June 8.2020 '!'ill Sow Tlw Tray Fain lozanaa 800.388.7010 CUSTOM STORM SHUTTERS D I R E C T Property Information Building Information Owner: Wind Zone: 130 MPH. Address: Exposure Category: D Minimum Building Dimension: 60 ft. Mean Roof Height: 42 ft. Risk Category: II Design Pressure Calculations j Opening Max Positive Max Negative Number Pressure(psf) Pressure(psf) 1 39.0 -41.7 2 --- - 39.0 -41.7 3 39.0 -41.7 4 40.9 -43.7 OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL. REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: 3 11 2o1l 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 I Size (W x H) 1. 63 x 103 2. 63 x 103 3. 63 x 103 4. 45 x 57 y F W U OU) ■ C U L1- U 0 4 1 2 3 COPYRIWT-EST SCALE'. I NOT TO SCALE WE Feb 15, 2019 PAGE DESCRIPTION. Site Plan PAGE OF 1 1 A2/20/2018 Florida Building Code Online Vg4eLINdf, tyle � lig Business & Professional Regulation Ir' Bas HomePUMA ( LoginUser Registration Hot Topics Submit SurchargeStats&Facts Publications contact us ; BQs Site Map Links I Search Florida a�I Product Approval i r USER:Public User Product Approval Menu>Product or Aoplicahon Search>Application List>Application Detail OFFICE C®PY 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 DRW 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://wwv.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVliltCeHwT5BBAhhv9l8%2fxUQDampBl9gCQ°/a3d%3d 1/2 12/20/2018 Florida Building Code Online Sections from the Code OFFICE COPY 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 iFL� Model,Number or Name Description 12246.1 Nautilus Rolling Shutter System Nautilus Rolling Shutter System Limits of Use Installation Instructions Approved for use outside HVHZ:Yes Approved for use HVHZ: No FL12246 R4 II EXPERT SHUTTER_5ERVICES INC DRWG 17 244.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: +160/-160 Created by Independent Third Party: Yes 1 Other:State Missile Level "D"wind zones 1,2, 3 and 4(basic Evaluation Reports protection only). Pressure rating: +30,-30 p.s.f.at 20'-0"span i FL12246 R4 AE EXPERT SHUTFER SERVIC DRW 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 Back Next Contact Us::2601 Blair stone Road,Tallahassee FL 32399 Phone:850-487-1824 The Slate of Florida is an AA/EEO employee�oPm'9s 2007- QA2 tate 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 1,2012licensees 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 dick here. Product Approval Accepts: eCt«p Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvzRNLe5g4OVli1tCe HwT5BBAhhv9l8%2fxUQDampBl9gCQ%3d%3d 2/2 OFFICE COP GENERAL NOTES: e. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROLLING SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT( .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 WTRI INE 2017 (6th EDITION) OF THE FLORIDA BURRING CODE. -J/6'0z1 t/4'CALX-INS MANUFACTURED BY POWER FASTENERS, INC. NAUTILUS ROLLING SHUTTER SYSTEM SMALL NOT BE"STALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS -1/4.0x3 /SROWARO COUNTIES). SLID TZ T MANUFACTURED BY HAUL POM, INC. -3/8'0 KWIK O DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -5/16.0 TAPCON MANUFACTURED BY ITW BUILDEX, INC FOR A BASK:WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONAUTY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FSC MINIMUM EDGE DISTANCE AND SPACING FOR ABOVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR AT ABOVE MENTIONED SHEET. AND SMALL NOT EXCEED THE MAXIMUM (AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 k 20 THRU 26. EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 EMBEDMENT GROUT FILLED OR SHALL RST REDUCED TO A5.0. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING O 100% EDGE DISTANCE O IDOX CONCRETE CONCRETE BLOCK TO COMPARE THESE W/MAX, (AS.U)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18 k 20 THRU 26. 3/8"0x1 1/4'CALK-IN 3 3/4" 4 1/2' 1 1/4"(JON psi) NOT ALLOWED 1 40x3 4' SOLID-SET 3' J 2. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED, / / 7/6"(3000 psi) NOT ALLOWED A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t=USED IN THEIR ANALYSIS. FASTENERS 3/6"0 KWIK BOLT TZ 9" 4" 2 1/2"(3000 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE WITH N.D,S. 2015. 5/16"0 TAPCON XL 3 3/4" 3 1/8" 2 1/4'(2899 psi) NOT ALLOWED NAUTILUS CE LINGWITH SHUTTER SYSTEM'S ADEQUACY FOR MENTIMPACTONED AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 10.ANCHORS REQUIRED FOR MUWON CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, ACCORDANCE WITH SECTON 1609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH FLORIDA REPORT/ 1030,01-08 AS PER ASTM E 1998-05. E 1888-05 AND E 330 STANDARDS, QUALIFYING IDA, 11, IIA, 12, 12A, 13 & 13A. INSTALLATIONS FOR WINO ZONES 1. 2. 3 k 4, MISSILE TYPE 0 AND ONLY APPLICABLE TO BASIC PROTECTION INSTALLATIONS, AS DEFINED BY SECTIONS 6.2.1.1, 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 h 20 -KWIK BOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILT, INC. FOR ADDTTIONAL UMRATIONS. -HUS-H SCREW ANCHOR MANUFACTURED BY HILTI, INC. -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 CCS)TO BE STAINLESS STEEL 304 OR 315 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEDMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGTH AND 90 ksi TENSILE STRENGT R CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT O 1GOX 50018. ALL S.D.S.ARE TEK SCREWS MANUFACTURED BY ITW BUILDEX h SHALL COMPLY W/ FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3.3.4, ANCHOR SPACING O 100% EDGE DISTANCE O 100X CONCRETE CONCRETE BLOCK 3/4.0 KWIK BOLT TZ 27" 9" 4 3/4"(3000 psi) NOT ALLOWED S. BOLTS TO BE ASTM A-307, GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 ksi MINIMUM 1/2"0 KWIK BOLT TZ 22 1/2" 7 1/2" 3 1/4"(3000 PSI) NOT ALLOWED YIELD STRENGTH. 3/8'0 KWIK BOLT TZ 6" 4 3f8" 2- (3000 PSI) NOT ALLOWED 5. NAUTILUS ROWNG SHUTTER SYSTEM BEARS U.S. PATENTS 06,095,225 AND #7,409,980. 3/8'0 NUS-H SCREW 4" 5 2" (3000 PSI) NOT ALLOWED 3/8'0 WEDGE-BOLT 4 1/2' 4 112" 2 1/2' (3000 PSI) NOT ALLOWED 7. ANCHORS TO WALL FOR @ SIDE RAIL SMALL BE AS FOLLOWS: 1/2"0 HUS-H MIDI OR MMIX BOLT 6' 6 3"(3000 PSI) NOT ALLOWED 5/8'0 IMS-H SM OR M=BOLT 7 1/2' 7 1/2" 2 1/2"(3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN.3000 ps.i. COMPRESSIVE STRENGTH. 11. THE INSTALLATION CONTRACTOR 15 TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING -5/16.0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION. CAULK 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 A.1) MINI[MUM EMBEDMENT INTO POURED CONCRETE SHALL BE: // INSURE PROPER ANCHORAGE. THIS PRODUCT SHALL ONLY BE ATTACHED TO CONCRETE, CONCRETE BLOCK OR WOOD FRAME BUILDINGS. IK BOLT 3 ANCHORS. NOI EMBEDME4-FOR NT INTO S16-0 TUCCO SHALL BE CON XL ANCHORS CONSIDERED•AS AR7BOF TME REQUIRED EMBEDMENT. 13. THIS PRODUCT'S INSTALLATION SMALL COMPLY WITH ALL SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED A.2) MINIMUM EDGE DISTANCE (E.D.) INTO POURED CONCRETE SHALL BE: BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4" FOR 5/16.0 TAPCON XL ANCHORS Nk 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 CCONDITIONS 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 LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (B) TO EXISTING GROUT FILLED CELL CONCRETE BLOCK WALL: ASTM C-90 P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -5/16'0 TAPCON XL ANCHORS,AS MANUFACTURED BY ITW BURREX,INC. (c)THIS P.E.D. WILL BE CONSIDERED INVALID OF ALTERED BY ANY MEANS. B.1) MINIMUM EMBEDMENT OF 5/16'0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK UNIT SHALL BE 21 4'. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF NO EMBEDMENT 14 STUCCO SHALL BE CONSIDERED AS PART OF THE REOUNRED EMBEDMENT. RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS 8.2) MINIMUM EDGE DISTANCE (E.D.) OF 5/16'0 TAPCON %L ANCHORS INTO GROUT FILLER CELL CONCRETE A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. BLOCK SHALL BE 4'. EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF A�^� RECORD THAT PREPARED IT. B. ASN'C E THAT PRECAST VENEER OR PAVERS BE FOUND ON THE EXISTING COR,ANCHORS SHALL BE LONG ENOUGH T E MAIN STRUCTURE BEHIND 16. PRODUCT MANUF t;ANA69:8,LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709.9.3 OF S FLORIDA BUILDIpip• O dtREL SHALL HE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE RORIDA BUILDING CODE (C) TO EXISTING WOOD FRAME BUILDING; SPRUCE PINE-FIR-SOUTH (C-0.36), DOUGLAS-FIR-SO =0.46) OR 9WLL ONLY 8£USED To SOUTHERN PINE 02 W/G - 0.55 MIN. 1`I��. TNf'STATE OF FLORIDA 1s FLORIDA BUILDING CODE (Non High Velocity Humcone Zone) -5/16'0 TAPCON XL ANCHORS, AS MANUFACTURED BY ITW BUILDEX, INC. N0.44187 t oton TYTEw wc. C. MINIMUM EMBEDMENT OF TAPCON XL ANCHORS,INTO THE WOOD FRAME UNIT SHALL BE 2 1/4'PMYSICAI. Nautilus L(L READER PENETRATION. 1y EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. ,9 - * - 8� Rolling shutter System be7a.7n IL E C EXPERT SHUTTER SERVICES INC. C.2) MINIMI E DISTANCE E.D.) OF TAPCON ANCHORS, INTO WOOD SHAH BE 2 1/4•.EDGE DISTANCE IS ��• A �: 4A nurt T[rnNa f[NOw[[RINO courANr BEYOND ANY MA ` 1 aw x.e. n.w..ws.wou onion,n»,w 1626 S.W.BLTINORE STREET tt x.... exbmo,_Isxi. .:Ioe)n�-Im, 17-244 t SAL E�6�111A, ee`U ooe I9`°m PORT ST.LUCID.R.N0B4 0.3) IN CASE THAT PRECAST 5i CRETE OR BRICK PANELS,VEND 5 BE FOUND ON rNartOeoo)Ts- s,r�, vn n1�ao s^" N� THE EXISTING WALL OR FLOOR,ANCHORS S ARAM STRUCTURE BEHIND 7[alBl:>Y++O WAITER A 7AL7 Jr.V.E. SUCH PANELS. P.E. S� DATE RORxDA Uc.0 s..67 ee,wl sHm 1 aze M9 810 t mxr nrAw M2 #3 N4 #5.►a• , u4e6 w7 re A►r ^nr w b .>� .A,1"• u sx► K1 7S r .) s,r .!`BET�ILLB � wtwus►aq.wwe( y aTo• •��� y ?9 �. Oq � TWS9 NEM TtlfO(10E T1/EJOIMR Iuv /tlp1rJMIXINOASiMIFIO/f01f Rr�r A,.►M• RI w' flcow RIAW a.rr n.,w' MASS` WZAW .IA►r •o� 8 4 � OPTION/1 NomoU1Nm OPTION N21WTBRMIE{B 3 a M A 7 M� r ` yp Lo } �,CRw GQdL4 AIrA 4 i Aw' k oaano isMs R•Ar W(MNItTOOATMLLO lr .r,• 1� . FV-MA Id11soMBBIa14. SLATS .761• .1N' .TN'� .H,• � �I � ® STARTER SLAT .Nr ig. • nK�,A1A1L0Y . MMSn ALINNUAIALLOY Fp 1/JM1(Inh) BCME:,rr.r BBASE SIAT ! nA1DwNuwAuor ►.N,• WALE'1Ar.r n Wer •.,7 ,.WLW' .IN'►r. .If►'1� � I000• ACETALBU8HIN0 woo• luq W ---.k 31M. arcarws m(r .IN• �7r' Tw4"$T1mATW"1L1WMI J © BUILD•OUT TUBE FLwBwALMaaAMBWBor EN}T►ALIAMMALLOY WW MWLT.@Sk1M WdLE:,R••r � .� `00°� ©RETAMtIN08Y8TEkk SCREW+BUSHING BUILD-OUT TUBE Et '+D•+' OD SIPE RAIL * OE BUILD-OUT TUBE koanauksNwuLw So►sn ALUMNIM ALLOY ►a1nNULMIMALLOY 1�1.yr.,• WALL ur•1• .135,BALE:IW-1- � J *MUST BE RENEWED BY SHURER MAHMACn1RER TO ALLOW FOR A . wa 0.030•CLEARANCE MEAD AND 14k1• POSITXINS. E3 BUILD-OUT TUBE SM1nALIJAM MALLOY aw F (IPJ Ir OH j14'0x3W ITN4BULDEX TEK SCREW .2w CARBON SM aeo y SWI la.r .2W ro� ©SNB'OITMOLDEXTAPCONXLANCHOR CN(BOU BTNL ecALB:+m•r �e aoa• I f ,••••' —T OK STORM BAR ,.......f..._ JO3/g'OHILTI.INC.KWIKBOLT3IWCHOR w+-TOALLAM MALLOY G 4x9 MULLION G7 4XB MULLION x7 O 1�11�1(j1 A Il CARM7NSTM SCALE Ur-r !�F TRAPPEDANGLE O O NN.nAL(MMM ��1jER L(/ '•. WAuw•.r ►oksn ALUMNAM ALL er1•nALuwMwALLOY MI-n ALLIWKWALLOY � ....••••:••••..,.•� 1C.LE.W.1. SCALE-x•r SGLW W—I- 'k . 9 • FLORIDA BUILDING CODE (Non Sigh VolocIty ulricom Zana) 01017 TILTECO N:. No.44167 Nautilus UM W. RoRingSbuNerSyMom N/ra/7 am T u1T n'L E C EOMcq oY►AMY EXPERT SHUTTER SERVICES INC. - COMPONENTS R '� kms.>�>~e.ML A n v. IBIS S.W.SILTMORE STREET pr n,_„,p. Or,R>-,v. 17-244 ��(�•• �\ •-mAi:Ulllcoeaolcam PORT Sr.I-UCIE.F1.3/981 •C •• 6 111 w-000►n9 rro,e:(ro)rlf-►r►.rAu(n W„-•►r aMWWw w wALiFA A TILUT J,P.E. .n r orw As P. L1 DATE FLOwDA uc.i u1W7 MIL1T 2aa 14 1 14 1J 14 I 21 2 12 1e 16 1 SIDE/ENO CAP 1 19 e 1e 2 HOUSING(BACK&TOP).040 THICK �0 3 HOUSING(FRONT&BOTTOM).040 THICK 4 SPRING BRACKET s 3 5 SPRING ASSEMBLY " 6 60 MM OCTAGONAL AXLE 7 SIDE RAIL(MAIN SECTION) 8 SIDE RAIL(COVER SECTION) •�'' : 17 9 ALUMINUM STARTER SLAT 10 ALUMINUM SLATS 1-10 9 l� 11 ALUMINUM BASE SLAT �p 12 TUBULAR MOTOR d 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS d 15 HOUSING(BACK&TOP)FASTENERS � e 16 SIDE RAIL(MAIN SECTION)FASTENERS d 17 HOUSING(FRONT&BOTTOM)FASTENERS d 18 END RETENTION ASSEMBLY d 19 OCTAGONAL AXLE FASTENERS d 0 OCTAGONAL DRIVE CROWN 21CONNECTOR SLEEVE 22 GEAR-PLASTIC OR ZAMAC CASING d 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END p 25 IDLER BRACKET WITH BEARING d d BOX & END GAP-�S.SEMBLY COMPONENTS d 10 l d �,I�Q�;...GENS,, ✓9 •. F FLORIDA BUILDING CODE (Non High Velodty Hurricane Zone) d ryy.44167 C 2017 TILTECO 1NC on..- n: Nautilus Rolling Shutter System -8/21/.7 0 ��!/�/6 ��•` TILLtT T.V 7INa a ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. �O�-L•�V I "� 1s1..Jof.+utv4 cvalds,n v 1626 S W.1310MORE STREET �` "" _.i'-1r -.(x6)171-w� " 1 7 244 C V / e ma r�' PORE SI LUCIE.R.3498E 1 1 - E-00067191.cam S�O �� 1111 E6-GOGB119 PNQYE.(800)7w-Ro56.GNI:(17})6)1-t9i0 oRAwINc 1b 1 W LFER"MUFF Jr.P.E. RE/DATE /lOR10A k./11167 nV•> m SHM 3 or 16 BOX OY/8 do Y/7 BOX D Y/9 K my ®V/9 PK (rrP Y/6 & Y/7 \ \ \\ END CAP END CAP END CAP END CAP 1 suTs S' d2 Surs SLITS 2 LITS SLATS /3 SLATS a 04 Surs SL scars Li #5 y5 SLATS G scars SLATS O fe W o/e SLITS 0/8 0'/8 - 0/8 a °'/e 0'/8 07 scars #7 b N SLATS � Surs p I SLATS p (Typ. Ea. END) (Typ. Ea. END) N9 -SLATS 9 A suTS A M10 (TypJ (Typ) sLATS S 1 D SLITS 01 STORM SPACIN i Y 8 (SEE S EET 2 B / Y/7 ®V/g V/9 �Y/6 & Y/7 Max.SLIT SPAN (SEE SCHEDULES ON SHEETS 15&20) Max.SLAT SPAN PIC A ELEVATION R �x M* (SEE SCHEDULES ON SHEET 15) - NOTE: SEE S 2 & 3 FOR COMPONENTS NOMENCLATURE TYPICAL SINGLE UNIT ELEVATION Wf STORM BARS N.T.S. 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, W/ STORM BARS OR W/STORM BARS & MULUOIJS W/ HEIGHTS UP TO 11'-0'. (a) CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY/2, #3, ..... THEREAFTER, ALL THE WAY DOWN. EACH SLAT j SHALL CONSIST OF MIN. FIVE(5) SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW+1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUTTER HEIGHT IS COMPLETED. QUANTITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT(g)MAY VARY WITH SHUTTER'S HEIGHT. •,``. A.... (b) BOTTOM SLAT BQMUST BE ALWAYS INSTALLED. 11''�T•' /f LAS": SHUTTER HEIGHT LARGER THAN IIS-0•APPLICABLE TO INSTALLATIONS W/O STORM FLORIDA V..tLOING CODE (Non High Verodty Hurricane Zane) BARS AND W/ OR W/O MULLIONS W/HEIGHTS URGER THAN 11'-0'. No. 441 67 C 2017 TILTTCO INC. j■� DRAWN 6r (G) CURTAIN SHALL START W/ #1 SLATS AT TOP,FOLLOWED BY/2, /3, ..... THEREAFTER,ALL * Nautilus LA THE WAY GOWN. EACH SLAT #SHALL CONStST OF MIN. FIVE(5)SLATS OF THAT SLAT * —� * r/� Rolling Shutfar SpsMm 09/2a 17 NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLIT SHALL BE '�''• '� EC O TNG. wrz CONTINUED UNTIL 810 SLAT IS INSTALLED.AFTER#10 SLAT IS INSTALLED,ADDITIONAL p10 ='p L' aL EA _ EXPERT SHUTTER SERVICES INC. $LATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT. O'"•,F�.tqR�•' 1 71L 17 TESTING R[NOINECRING 00MPAHY (b) BOTTOM SLAT 8O MU57 DE ALWAYS INSTALLED. /•' 'G�r IL 11 wa I°"�°"' s• t�y�5 POR S.W.BILTUCIE.RE STREET -244 17 9� 4 v (LI ema !�M>r-Ica ll1e PORI Si.LUCIE.R 349B4 OW. 1 -000 Ca91 Cam q,qQ.Lem)I�_.0,IAF.(112) p>I-a99J •1y TI E I TTLLI719 (7 --- j/Se INKIER A PLLR Jr.P.E. P.E. SEAI�SEiG ATURE/GATE RORICA L;c/ta167 n•n r' SHm a Gr 7s ow"a WOOD Down WOOD, J/1"TA►C0/4 R/ S/te'0 TAPC0IB RL R/ TRViSES RM[A TRIIefESRAPTOI 1/2•MTe.PENEIRA 2 I/1•IAN.PpNTRATgN 111'.1/6'011 t/4'6u1/4'RW BUHLDEX 1•RI•:1/6'OR1/1'0.S/1'ITW 111SDER IroA.11.060•HYLV. ERE6TINGwow r/b.D..0.060"fJLV. 2'.7'.I 7SL SCRERS W/ TER Wolves W/ 1EEl vWSNER•74•ec. OR,N,T,R srtn NIL4e1ETt•44'a<. �y,,y,1N1 y•Ty� 1-o.aw0A60.OALWAGIND K'a'tI I-a0amAw wlrw� STEEL YASIHER O 24•oe. STEEL RASHER•24'es 6/16'0 TAPCONS RL 3 6"P TAPCONS XL W/2 1 1'MN. W/2 1 -YN. 0 24' Zs' o.e. 110N • ae. ( 2114'pt (2�1'w•OR , • Iff�DHl WOOD N (2)2'.4'011 (2)2'.4.OR REqu1R[D REQUIRED 2115•CONE. 316'carrt WOOD HEADER WOOD HEADER REGLMED IIEOLI6IEO OOPENINGPEN { M EDGE Ng t (v( EocE � 1 M � OEDGE PEN EDGE NT D � EXISTING tt� D � M � ,STING GLASS— GLASS EY61WG EXISTING EMIL( �y (BEYOND i ®(6E1•ONO) i M dlF ®(BEYOND) E1fIF1�IQt (((4t)2•N•GR tan. W !!!! CO)2•xe' STO CLAS N i EXI000R t� (2)2'CO T. I ARA (2)Y.4•OR I AA NT.11000 m CLASS t 2'.6'CONT. SEPARATION WOOD CONT. SEPARATION mm t ST1E0 a IHY (�1w 20)9N A WOOD STUD, ro 1MULA w016 S0 OV55 R O.C.MAX. TT 29) ; O 16'O.C. E H>H O 16'O.C.G (WL satmlA[ON 2E REQUIRED. NAX.REOURtED BIS fD SHEET W) ( EE ANCHORS sPMAnoN (SEE SHEET 20) (SE SHEET 70) Q 20) i SCHFAULE t aN Err z, ow 70 0/8 I 0/8 0/8 I 0/8 2 114' ANCHORS I I FINISH 1 (27 1•.s' I SCHEDULE I SEE ANCHORS , EDGE CONE ON SHEET 21 EDGE ; ON SHEET 21 ; D OPENING B OIC K. i D 0 1 E. REOLI MAX I 1/2'.1 t//2'.0.O6Y (SEE SH[CT t 1 E. Y.s•a0.o62'wcONr. i �ANCHORSDULE • .CONE•ALINA ANGLE 10) _`E.Q. N.UM.ANGLE �. ON SHEET 71 6/16'0 TAPCONS%L S/16'0 TAPCONS RL I W/1 11,11m. 0 I O/8IVIALL ETM110N I PEN O 24'e.c. Ei'UT10N o/8 ; 0/18 14'OR 2 FINISH 2.4.OR 21' ft.SH 214'OR 2'.6t, ' PoISH R 24'e.c. OYW R• EXISTING WOOD COONT.. 00 114'OR 2' OECN OR EXISTING WOOD BOTTOM PLATE I• EXISTING WOOD CONT.WOOD 1 EXISTING WD00 R CONCREEE SUB REOVPLATE DECK OR IREO DECK OR REWMED (, gNCRETE stAB R BOTTOM CONCRETE SLAG ( SHEET 20) RfOUIREO. (SEE SHEET 20) B RCDP SUB (SEE SHEET 20) �' REOU,REa (SEE%IEET 20) B RE"RED J t T7FbLkA6ED iL. WALL MOUNTING WALL MOUNTING BUILD-OUT MOUMINO BUILDOUT MOUNTING ,SECTIONS Y-Y INSTALLATION DETAILS ON EX1a;J*G._ WOOD BUILDINGS N.T.�,113yw. 11L' Al ••VC C•��• T•: FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 1 W.44187 1 02017 T1LTECO INC. OMIIN eh. i •* s _ Nautilus * IL E C O EEE RomysBMEErrsYNlrm 00/24/17 TILUT TESTING r ENGINEERING COMPANY EXPERT SHUTTER SERVICES INC. am NSR.Xu n.w.xs.Twmu aum[ns.n mw 1626 S.W.BILTMORE STREET PORT 57T.LU01E,FL.x964 17-244 ANALC. � 4 <-moa:UlMcoeool.cem nwHG f11Ip))x-twa.rAX 1171-ow/ 11u1WIL/M.,1 ,) EB-0006719 e yam- WALTER A TILLTI Jr.PE. asr .I• P.E. SEAL �� E/DATE 11.100A Lie.E 441 07 w u.n r SHEET 7 OF26 N.E.O. POURW CONC � ED. OR cRouT ITIlE0 F i OROJ LJ R J POURm I OR J OOR J PCURM oa coNcaETE BLOOD (SEE SCHEDULES ON (STE SCHEDULES ON (SEE SCI1�lK�ON oa (SEE SCHEDULES ON � -- SHEETS 17 0 16) SHEETS 17 d 16) CONCRETE BLOex SHEETS 17 k 16) OlIOUT w TETIELE�o K OCK CON CRIETE SHEETS 17 3 16) BLLOCK q 2.730' H 0 4D.C. q OOR E a4a• 4ss q OR 2• 2• 2•D 1 A A H OR 1/a•SUP 1/2'. 1/4' D O 4.O.c. 1/Z' 1/4' oR /e•ny 1�,a1P D 0 4•D.C. R 1/4• D SECTION Wj STORM BARS FLUSH MOUNT (WALL) \\ OR 1/e slw TRAPPED MOUNT BUILD-OUT MOUNT SECTION P-P (PLAN) SECTIONS 0-0 (PLAN) BUILD-OUT MOUNT WALE.2/1r-1• INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS SCALL 1/4'-I- G OR G G°R© OG oR G i — _ — l--• - =--I; F F H A HA H •4He.c+ i E A * H H O 4•D.C. 0 4'o.e. A l 0 4'o.e. 0 4'D.C. q 1/2,1 j4• D oR 1/9 9LP D SECTION 0'-0_(PLAN) o'1�ije'/suP OR I�'suP D 1/2,1/r 1/2,1/4• � tri.1/4 1/2, v4' ORIENTATION )—T D aR i/e'SUP oR 1/a aLw D / ON IA-sup OR 1/e'SUP WALL MOUNT END UI SECTION 0-0 (PLAN) SECTION 0-0 MAN) SECTION R-R SECTION R'-R' (PLAN) H III -MENTATION #1 ORIENTATION #2 ORIENTATIONS /1 k ORIENTATION2 qa e 4 a�, q ALL MOU UWON WALL MOUNT END MUWON WALL MOUNT INTERIOR M ON TRAPPED MOUNT INTER R MULLION INSTALLATION DETAILS INTO MULLIONS G.G1 G2 SCALE:1/4• 1' 1/2,1/4• 1/2.1/4• (2) 2"x4'OR D OR 1/e'sLIP OR 1/e•sup D 2'x6" STUD (2) 2"x4' OR I E SHEET 20) (ON�21) * ALTERNATIVELY TO OH , A G 2'x6' STU (SEE SHEET 20) (SEE SCHEDULE IN. 1/2" 1/4"0-200/4" S.S. M.S. ON SHEET 21) P W/ NUT MAY BE USED 0'-0' PLYWOOD- FOR THIS CONNECTION ORIENTATION 12 17wWALL MOUNT END A INTERIOR MUWON OR 2• i• 2EEA�Pn i..- Uo ✓z 1h. SLIPq 0 4'D.C. 1/2 1/4• `,� •�•9 FLORIDA BUILDING CODE(Non Ifgh Velocity Hurricane Zo-) O D oR 1/e'SUP d .4416 02017 TILTECO INC. DRAxtl ec FLUSH MOUNT (WALL) O Nautilus L-C. BUILD-OUT MOUNT i jtOUi g5hUftrSFafm2 08/24/17 SECTION 4_ • _ IL ECCEEEC. m '�'•,•• P , rlurc TEsnxD a ENOINECRMo COMPANY EXPERT SHUTTER SERVICES INC. 1826 S.W.INSTALLATION DE S INTO EXISTING WOOD BUILDINGS �zs_��NAL E ,,T�''�1, �^ 1"�u P,D MITT ST„L`;�R 349&2 -0,,, 1� 244 DRAWING N. SCALE:1/4'. 1' RACIER A TILLIT P.E. 1 GNATURE/DATE FLORIDA Lk.144161 1 1 ROM 8 of 26 MAX. ANCHOR'S SPACING SCHEDULE VI FOR A GIVEN SHUTTER MOUNTING TYPE WOOD GRADE A.S.D. DESIGN LOAD(psf)AND SLAT SPAN RANIGE 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) Z.D0104 SLAT SPM!R41GE 0Y^ SLAT SPAN RANGE WOOD GRADE `S0�°,,,C: Mira Mva N WOOD GRADE RAT(Nf) E or to 4' >4'to5� >5'mC�>B'In 7'�>rto 9''>P'to 10' (pN} 0'-0"to 4'-d' 5 30.0 6" s 30.0 6" 6" 6'" 6" 6" 6" SOUTHERN PINE V2 40 6" SOUTHERN PINE #2 4 6" 6" 6" 6" 4 3/4" 50 6" (G=0.55) 50 6'• 6" 6" 6" 4 3/4" 3 1/2" 60 6" 6" 6" 3 5 1/4" 3 3/4" 3 DOUGLAS-FIR-SOUTH s 30.0 6" DOUGLAS-FIR-SOUTH s 30.0 1 6" 6" 6" (G=0.46) 40 6" (G=0.46) 40 6" 6" SPRUCEG 036PINE1R-SOUTH s 30.0 6 SPRUCE PINE-FIR-SOUTH s 30.0 6" s" G=0.36 BUILD-OUT MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD [SEE DETAIL 2 ON SHEET 20) u SLAT SPAN RANGE As.c.omw WOOD GRADE E o 4'" >4'S >5'-6 ' >V-7- >rte'" >s-10' NOIINT N E YOU1T N E IgOM N IIOUI(r N E 1101R/T N E NOIIM N E 1101JNr N E Ya1Rrf N E e101Mr N E yp"la N E eRll!!!f N E UOIMT W E 5 30.0 6" 6" 6" _ 6" 6" 6" 6" 6" 6" 6" �4- 4' SOUTHERN PINE #2 40 6" 6" 6" 6" 6" 6" 6 6" 6" 6" 5(G=0.55) 50 6" 6" 6" 6" 6" 6" 6" 6` 5 1/4" 5 1/4`60 6" 6' 6" 6" 6" 6" 5 3/4" 5 3/4" 4" 4" DOUGLAS—FIR—SOUTH s 30.0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 6" 6" (G=0.46) 40 6.. 6- 6" 6" 6" 5 1/2" 5 1/2" 5 1/2" 5 1/2" 4 1/2" 4 1/2" SPRUCE GIO-6R-SOUTH s 30.0 6" 6' 6" 6" 6" 6" 6" 6" 6" 6" 5 1/4•' S" A•T1(�T *NOTE: 413 MAX. SPAN FOR SLAT FOR A ,\\' : C+ENSF'•.�9 GIVEN A.S.D. DESIGN LOAD FLORIDA BUILDING CODE (No High Velocity Hurricane Zone) SHALL NEVER EXCEED MAX. * NO.44167 C 2017 TILTECO INC. Nautilus Ill us SLAT SPAN INDICATED ON lr r SLAT PERFORMANCE CHARTS o � Rolling Shutter System C0/24/17 ON 20 SHEET. 0�-7E—'_—-�"c TILE C O�wc. EXPERT SHUTTER SERVICES INC. OAT` ^• I> \\ TIL 11 T[STINO 8 ENGINEERING COUPANY •••. f, sl.si..wf vacru cuq[M,n]]ise 1626 Sw. 411WORE STREET -G t1 e�mv'-�vo'. n (z]N1i-vPORT ST.LUCIE.FL 34904 17-244 /O�AL 4� 11111 [0-,0671s ems' PNaNt:(eoo)lav-no]n.rAv:tnx)eT1-ouw ORANV4G No WALTER A."LUT JrP.E. P.E!SURE/DATE nORwA LK r 44167 �.i� S.M 21 or a6 SLAT PERFORMANCE CHART 1b1 & ICI: (ONLY VALID FOR 1/2'SLIP) SLAT PERFORMANCE CHART IIb 1 & 11Q1: (ONLY VALID FOR 1/4'SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GL FOR A GIVEN WOOD GRADE ASD DESIGN LOAD(p s f) SLAT SLIP 116"AND FOR A GIVEN MAXIMUM A S D DESIGN PRESSURE RATING Ip al)AND SHUTTER MOUNT CONDITION FOR FOR A GIVEN MAXIMUM A.5.0 DESIGN PRESSURE RATING(p a.D AND SHUTTER MOUNT CONDITION FOR SHUTTER MOUNTING TYPE FOR WOOD FRAMES WALLS W/2"X4'STUDS, INSTAL.LAT IDNS WO STORM BARS PER DETAIL 2 BELOW INSTALLATIONS WIO STORM BARS PER DETAIL 2 BELOW ASP R LIMITATIONS ON OETAIL 1 CHART III, D n�� CHART IC 1 CHART Hb 1 uae W/ CHART IIc i USE M"rELa BERM ro9nLE NO IazaRE Asa LM US taAl611M WILLIE IIE7RDI P09D(E 00 11SOM ASD.UM USE 111011101111 WE[KRIM R ISIM E AID MEDATAE ASO WID UM tiAT SPAN 1�T � TO GLASS MOORED TO SUVAMIOH USE MAmaw VALUEPOSIE ASO. LAME MAXnO D VALUE Aso. �D' -1'""x•(I') L•(FT) B<K of Stu n 5116'0 TAPCON XL ANCHOR MttSP T ILVD VALDE 5/16'0 TAPCON XL ANCHOR MIN. SLAT LAID VALUE WOOD GRADE 1EM VOLL W/o STORY BARS AN SPAN RATING UOUw we IAAIanM MAX. SLAT SPAN 'LYIM.' )¢OUNED MN.SEPARATION m CLAM MAXIMUM REWIRED MAX. SLAT SPAN -LMN.' (P•1) ," WINO ZONES wo 201C REQUIRED 101.SEPARATION 10 GLASS Doo+ •LMAX.' (ft) (N MESUM TO 61DK OF Stu b•) o� -LMAX.- (It) (It) YEsuRm ro BACK a SUT(;�) Rom Mom -3 SOUTHERN PINE Z C-0.5S 60. 4'-5' 4•-s' �q �1 qMot W/`"`o"01R NWo"1UJDQ�W/ RATING,^ A� w 0 STURY BARS P mow �w/ W2' l I.v.m w o STORM BARS DOUGLAS-FIR-SOUTH(G-0.46) 60 V-S' 4'-5' 0'-0' 1' 5 1/2' (Pad '€3' a WIND ZONES w&0 20NE (Pd) WIND ZONES WIND ZONE u HMO Nerea >a NORsa 1-3 1 www (> wast A) Xam.1. ° t-3 PINE-FIR-$TTH(00.36 60 s'-s' �'-5' 30.0• 10'-01 10'-0' 10'-0' V-1• 1• a 1 2• 30.0• 8'-3• I.-Ji. 7'-7 t' 8 1 e 10'-0' 10'-0' T-9' 1' a 1/2• 38.0» 79-9• 7•-0• V-7- 1'10'-0' 10•-0• 7'-5' 1' e 1 2- 40.0» Y-7• 7•-7• T-0' 1' 1 1 8•45.0•» tD'-o' fo'-o' 10 a• Y-2' s 1 z 46A... 7'-4' 7'-4• e'-q' 1 e 1 e-10'-0• Y-0' 1• 6 1 2• 50.0'» Y-3' 7'-3• 1'-6' t't0' 0' e 1 2' 66A�» T-]' 7•-3' '-4' r a 1 e" w IO'-0' 10'-0' IC-0' 6'-9 1' a 1 2' A» 7'-3' 7'-3' '-2' 1' a t a' _ __ SLAT PERFORMANCE CHART M1:(ONLY VALID FOR 116"SLIP) SLAT PERFORMANCE CHART IV:ILESS THAN 118"SLIP) 1 I JI--SVAµ FORA GIVEN MAXIMUM A.S D.DESIGN PRESSURE RATING(P a 0 AND SHUTTER MOUNT CONDITION FOR FOR A GNEN A.S.D.DESIGN LOAD(p a tI,SHUTTER MOUNT CONDITION INCLUDING INSTALLATIONS W10 STORM BARS PER DETAIL 2 BELOW ANCHOR TYPE AND FOR INSTALLATIONS W/O STORM BARS PER DETAIL 2 BELOW = CHART 111b UMbl CHART MICS I / L s SLAT SPAN DEFINITION 5118"o TAPCON XL ANCHOR LAS tM1a6Y 1REElE H16FDI R091M NO M=K I=LOOI Pi LI'ITR USE MAXIMUM POSRM A.S.D. USE MAXIMUM VALUE BLTWT7:]I POSRIVE USE MAXIMUM POSITIVEj IIYl 19114 a 5116'0 TAPCON XL ANCHORMIN. SLAT LOWVN.UE AND NEGATIVE AS.O.LOW AS.D.LOAD VALUE I P-V FORIDAM-W I. le ' ssm YMtlaM SPAN FUUIED NN.SEPARATION m SPAN MAX T SPAN T To aAu�m Te f f !'! MAX. SLAT SPAN 'LAaH.' ABA. 'LMAX.• (FT) Ut) MERRM m BACK of SLAT pr,) DESIGN 'LMAX. F) 'LMN.• FT) 'or w(M) 1/z'PLYWOOD AAD WALL TPAPPED WALL,TAV7m PREIRM RUMI O f T o�-altr alai W 0 STORM BARS LOAD aL6NUTNJR-/Cor MaKRUTrRD�-/IUr W/0 STORM fl4t$ Y/7 (2)2'v4'Nt70D SRri)S (PRI) E� �3 €.� �3 (ffP.EACH SDE.BEYOND)t (pN) 4 WINO ,-ES WWNO ZONE a 8 NO ZON WAND ZONE Nmis4 (sa roTaA s Nam° -] 4 «oa. $gidA 1-3 1 DETAIL 1 (ELEVATION) 30.0• 7'-6• Y-6' V-6' -7 1 e t/e' 36A» Y-2' r-z• 7'-z• e'-4• r 35.0» 6•-3• 40A» e•-9• 6'-q• 6•-9• 6•-1• r e Ila- 40A» e•-D' h MOTES: 45A�» e'-e• 6'-e' 6'-a• s-n• r s t/e• 48A W s•-to• SOA•» 6'-5' 6'-S' V-5' V-9' 1' 6 1 a' a» 5•_q• ` ABOVE INDICATED MAX. SLAT SPANS MAY BE USED AS LONG AS ae.o•» 6'-] 6'-]' 8'-J' S'-T 1• 5 1/9• ... 5•_7- ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING 0-1 6'-1' V-1' I 6•-1' 1 51-5' 1• e 1 e• «+ 5•_5• IS AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD. Y� 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 -"--- ""---"'"----" VAUD FOR IRF -SOUTH(G-0.46) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER ---��• -��~-_____�. -- SX"NiN PANE 12(G­ �) SIDE OF OPENING SHALL BE 33'. ( I --sPu,Lvr__� STRIKE PINE -FIR ((0.4.36) "VHA FOR PIPES#2((G-0046)) VA)D FOR SOUTHERN PI ) :I tI-1 yp 33�� SLAT SPAN DEFINITION RM Y11 MOW a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) E "'"°�'" 02017 TLTTCDNautilus DRA'/'7 ^ , LC ' INSTALLATION INTO WOOD FRAME STRUCTURES �jD,441sT\ ^�~ --'-- � I L E C O RolHOg Shutter System oa/2+/12 EXPERT SHUTTER SERVICES INC. aAt` I i j � �- � IMc. O �. \\ ....Nw.TILUT T>w.a.A 001,wCwE.,RIND D�^P]M 1 Rri5WOO IIID \\ :(mtsTl_Iyra.r..-(IP>Nrl-Ia1l 1626 S.W.BILTMORE STREET 17-244 Y/7 ( 2•a6•ND00 STIRS 0 � 1\ � s-mP;l:I;IlecoOaol.rom PORT ST.LUCIE.R.349B4 p ft (T- EACH SIDE� )t = r-.r-�G v - WALTER Ars-hLt_h, P.E. ®(�)TII- .- (n: "G-- DETAIL 2(ELEVATION) P.E. SEAL/SIGNATURE/DATE FLORIDA LK.0.4167 :,, r RIVER 20 ares