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1937 SEMINOLE RD RES17-0115 ROLL DOWN SHUTTER PERM RESIDENTIAL PERMIT PERMIT NUMBER RES17-0115 CITY OF ATLANTIC BEACH ISSUED: 3/27/2019 800 SEMINOLE ROAD "4r S119, ATLANTIC BEACH. FIL 32233 EXPIRES: 9/23/2019 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 CODEJ. 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: 1937 SEMINOLE RD RESIDENTIAL ALTERATION ONE ROLL DOWN $1366.00 RESIDENTIAL HURRICANE SHUTTER TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 1695420522 BEACHSIDE COMPANY: ADDRESS: CITY: STATE: ZIP: CUSTOM STORM 826 HULL RD ORMOND BEACH FL 32174 SHUTTERS DIRECT OWNER: ADDRESS: CITY: STATE: ZIP: FRANKEL MURIEL TRUST 1937 SEMINOLE RD ATLANTIC BEACH FL 32233-5903 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS 'Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 7 7 7 DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 $60.00 BUILDING PLAN CHECK 45S-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0600 0 $2.00 STATE DCA SURCHARGE 45500002080700 0 $2M TOTAL: $94.00 Issued Date:3/27/2019 1 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road [C-- tlantic Beach, Florida 32233-5445 Phone(904)247-5826 - Fax(904) 247-5845 -7 E-mail: building-dept@coab.us Date route City web-site: http://vvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3�7S&1-020LE Department review required_ Yes -'No uildLing� Applicant: LUL CC'62� S�IQV'cr) nning &Zoning I ree Administrator Project: 1A [) LD'(0—a Q c Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other.- APPLICATION STATUS Reviewing Department First Review: BaA"pproved. []Denied. E]Not applicable (Circle one.) Comments: CU I LD I DNG PLANNING &ZONING Reviewed by: -A-r le�� Date?. 0q TREE ADMIN. Second Review: FlApproved as revised. ODeniej/ E]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. ElDenied. E]Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 OFFICE COPY Office (904) 247-5826 Fax (904)247-5845 Job Address: Iq 3 7 A ble / - U 14rZa4T;c_ ;3&ytk 32Z33 Permit Number: R ES i-7- 0 1 LE? 0q_2_S-Z'3d 09 3ecA&6;d,_ Z-0-r4.4 Legal Description Nit I V& /"V ,101.5 Parcel# 11-1:5q2 _05221 Hoor Area ot SO.Ft. Sq.Vt Valuation of Work ci> Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): dgjD Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structureQ)(circle one): Commercial es' en ' D :64R If an existing structure,is a fire spnnkler system installed? (Circle one) No ED Florida Product Approval# ��L 1 For multiple products use product approval form Describe in detail the type of work to be performed: 4-ji-I'md &rr;e,a,ie_ s/uAr Property Owner Information: I'nur-Le-1 Name: 3arbojo- TroL± Address: 1937 Se*i;,g6le, City aTcafil-r-r- ReaLf., State-Wip �ZZ33 Phone -qoj_ (j_jj- 9Ljj2_ E-Mail or Fax#(Optional Contractor Information: Company Name: 1),red- 17%c- Qualif�ing Agent:_M-C&111 0 C' OnAe-I Address: ZL led r CitY- AKNWA PAAVI- State kL- Zip U/74 Office Phone fttl-66 j- 51 Z 5 Job Site/Contact Number Fax# 5 I. - J6,72- 3 State Certification/Registration# is-nezgq FFie_le 40 a_.r.TC:4t J% e-a^I Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address d ain a d work d allati Ins as indic or installation has commencedprior to the rm t 0 t t to m t i;,ta 7 dar a,law thisjurisdiction. This permit becomes null f k iss a period ofsixj6)months at any time after .5 ca she �� ho e t orm 0 Z mont , or 17 c ton or 0 is e d 70t I r r i m t cure f I W 'io nc e a e 0 o't pe b i e or cmc 11 r uanc r ' ork wi' i pp e 0 a rm,a, a p m a id rk n n ed w thin s vo w 0 c �s d u rs t t r I w k i co�me e n to sepa a e pe Zis us e eWjs,PoWs, Aurnaces,Boilei-s,ReaAers, T �Ajr Con . ne ,da 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 Y6U NOTICE OF COMMENCEMENT. I here cert6 that I have read and examined th* plication and know the same to be true and correct. Allprovisions ofl a ordinances governing this ns a dinances a erni 1�work will be cotnplied with whether sreicsiXed herein or not. The granting of a permit does not presumies'Oto 00f' ity to * teg canc7el the a provisions ofany otherfederal,state, or local aw regulating construction or the peFfb�mahce ofconstruction. Signature of OwnerK4"ee�� Signature of Contracto, C Print Name B14A_ Print Name Sworq to and subscri�ed before me Swo and subscri re me thi f , f_�.,(S:/ ,41 20/ thi 0 �el 6�� !WN�� Nbtar)i Public No Public - - - ----- PATTI L.O'CONNELL Mkied 01.26. 0 PATTI L.O'CO Commission#FF 984902 Commission#F 2 Expires June 8,2020 e Expires June 8,2020 Bonded Thru Troy Fain Maum."8&3&5.7019 Bonded TW Troy Fain Insurance 800-385-71019 Size Opening (WxH) 34 x 34 OFFICE COPY U m m C.-IGHT E TEMPEST COE_ 5CALEr NOT TO SCALE DATE Jul 16, 2017 PAGE DESCRIPT- Site Plan PAGE r Cumm SToRm SHuTrERs D I R E C T Property Information -1 F- Building Infonnat-lon Owner: Haasis Barbara Wind Zone: 130 MPH. Address: Exposure Category: C Minimum Building Dimension: 60 ft. Mean Roof Height: 34 ft. JIL Risk Category: Design Pressure Calculations Operuimg Max Positive Max Negative Number IF Pressure(psf) Pressure(psf) 34.5 -36.7 0 TI -n 6 M 0 Preparedin accordance with:ASCE 7-10,Chapter30. Wind Loads-Components and Cladding.51h Edition(2014),F7orida Building Code. Page I of I Hot i Submit Stats FB BC1 BCIS Log User I & Publication I C IS Link I Searc I Home In Registration Surcharg Fact s Staf Site s h S e S f Map Product Approval USER: Public User Product Approval Men > Product or Application Search > Application List > Application Detail FL # FL12246-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived F 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 0 callexpert@aol.com -n n Technical Representative Michael Heissenberg F) M Address/Phone/Email 1626 SW Biltmore St 0 Port St Lucie, FL 34984 0 (772) 871-1915 Ext 106 -0 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 Call Expert@aol.com Category Shutters Subcategory Roll-up Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Walter A. Tillit Jr., P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. rl/- Validation Checklist - Hardcopy Received Certificate of Independence FL12246 R3 C01 EXPERT SHUTTER SERVICES, INC. NAUTILUS ROLLING SHUTTER SYSTEM C.I. DRWG. 15-071.pd 0 In Referenced Standard and Year (of Standard) Standard Year M 0 SECTION 1609.1.2 2005 0 ASTM E-1996, E-1886 -0 SECTION 1626 TAS 1994 < 202 SECTION 1715.5.3 2002 ASTM E-330 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect Sections from the Code Product Approval Method Method 1 Option D Date Submitted 06/08/2015 Date Validated 06/23/2015 Date Pending FBC Approval 06/28/2015 Date Approved 08/18/2015 Summary of Products FL # Modell,, Number or Description Name 12246.1 Nautilus Rolling Nautilus Rolling Shutter System Shutter System Limits of Use Installation Instructions Approved for use in HVHZ: No FL12246 R3 11 EXPERT SHUTTER Approved for use outside SERVICES, INC. NAUTILUS ROLLING HVHZ: Yes S14UTTER SYSTEM DRWG. 15-071.pd Impact Resistant: Yes Verified By: Walter A. Tillit PE- Design Pressure: +160/-160 44167 0 Other: State Missile Level "D" Created by Independent Third -n wind zones 1, 2, 3 and 4 (basic Party: Yes protection only). Pressure rating: Evaluation Reports +30,-30 p.s.f. at 20'-0" span and FL12246 R3 AE EXPERTSHUTTER M +160, -160 p.s.f. at 8'-0" span SERVICES, INC. NAUTILUS ROLLING 0 with 1/2" slip. See sheets 15, 16 SHUTTER SYSTEM P.E.R. DRWG. 15- 0 and 20 for additional pressures 071.pd -0 and spans. Created by Independent Third < Party: Yes ..-..-Ww&-so 0 W" %'wur %o%JlVll-LlANL;M CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL OFFICE COPY REQUIREMENTS AND CONDITIONS REVIEWED BY.-__ fPy DATE: GENERAL NOIES: v B.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1. NAUTILUS ROL NG SHUTrER SYSTEM SHOWN ON THIS PROD�C(T,,E ENT(P.E.D.) HAS BEEN 9. ANCHORS REQUIRED FOR STORM BARS CONNECTIONS SHALL 13E AS SPECIFIED ON APPLICAOLL SECTIONS SHOWN ON SHEET 9. VERIF ED FORLICOMPLIANCE IN ACCORDANCE WITH THE 201 hVALUAITION Docum LORIDA BUILDING CODE EDIT ON) NAUTILIUS ROLLING SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCI OF THE F /BRONARD COUNTIES). Ty HURRICANE ZONES(Momi-OADE -3/8*Oxl 1/4*CALK-INS MANUFACTURED BY POWER FASTENERS. INC. -1/4"00/4"SOUD-SET MANUFACTURED BY ALL POINT, INC. -318"0 KWiK SOLT TZ MANUFACTURED BY HILT), INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 1 6"0 TAPCON MANUFACTURED By TTW BUILDEX, INC FOR A DIR CTIO WILL HE INSTALLED FOR A BASIC WIND SPEED AS REQUIRED 13Y THE JURISDICTION WHERE THESE SHUTTERS _S/ E NALITY FACTOR Kd-0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FEIC MINIMUM EDGE DISTAN�E AND SPACINP 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 18 ar 20 THRU 26. EDGE DISTANCE AND EMSEDMENTS ARE BEYOND ANY FINISH MATERIAL. IN ORDER TO VERIFY THE A130VF CONDITION. ULTIMATE DESIGN WIND LOADS DEIERMINED PER ASCE 7-10 EMBEDMENT GROUT FILLED OR SHALL BE FIRST REDUCED TO A,S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ANCHOR SPACING 0 1 COX EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK To COMPARE THESE W1 MAX. (A.S.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRU 18&20 THRU 26. 3/roxi 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"00/4"SOLID-SET 3' 3' 7/8" (3000 psi) NOT ALLOWED A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS F USED IN THEIR ANALYSIS. FASTENERS 318-0 KWIK BOLT TZ 1. H 4 1/2' (3000 psi) NOT ALLOWED NAUTILUS ROLLING SHUTTERS - 2012. 5/16-0 TAPCON XL 3 3/4- 3 1/8- 2 1/4'(2899 psi) NOT ALLOWED SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORDANCE W H N.D.S 2 ACCORDANCE WITH SECTION I YSTEM'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN 609.1.2 OF THE ABOVE MENTIONED CODE AS AMERICAN TEST LAB OF SOUTH 10.ANCHORS REQUIRED FOR MULLION CONNECTIONS SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 10, FLORIDA. REPORT # 103001-08 AS PER ASTM E 1996-05. E 1886-05 AND E 330 STANDARDS,QUALIFYING IOA, 11, IIA, 12. 12A. 13 & l3k ;NSTALLATIONS FOR WIND ZONES 1. 2. 3 &4. MISSILE TYPE 0 AND ONLY APPLICABLE TO 13ASIC PROTECTION NSTALLATIONS,AS DEFINED BY SECTIONS 6.2.1.1. 6.2.1.2 AND 8.3 OF ASTM E 1996 SEE SHEETS 19 & 20 -KWlK SOLT TZ EXPANSION ANCHOR MANUFACTURED BY HILTI, INC. FOR ADDITIONAL LIMITATIONS. -HUS-H SCREW ANCHOR MANUFACTURED BY HILT[, 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@) TO BE STAINLESS STEEL 304 OR 3 16 SERIES WITH 50 ksi EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL. YIELD STRENGfH AND 90 ksi TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN EMBEDMENT a 100% 50018'ALL S.D.S. ARE TEK SCREWS MANUFACTURED By TTW BUILDEX & SHALL COMPLY W1 FLORIDA BUILDING GROUT FILLED OR CODE SECTION 2411.3,3.4. ANCHOR SPACING 0 ICOX EDGE DISTANCE 0 100% CONCRETE CONCRETE BLOCK 1 3/4-0 KWIX SOLT TZ 27* 9 4 3/4'(30DO psi) NOT ALLOWED 5. BOLTS TO 13E ASTM A-3071 GALVANIZED OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 36 k5l MINIMUM /2-0 KWIK BOLT TZ 22 1/2- YIELD STRENGTH. 7 112- 3 1/4-S3000 PSI) NOT ALLOWED 3/8-0 KWIK BOLT TZ 6' 4 3/8" 2 (3000 PSI) NOT ALLOWED 6. NAUTILUS ROLLING SHUTTER SYSTEM SEARS U.S. PATENTS #6.095.225 AND J7,409,950. 318-0 HUS-H SCREW 4' 5. 2- (3000 PSI) NOT ALLOWED 7. 318-0 WEDGE-BOLT 4 1/2- 4 1/2" 2 1/2- (3000 PSI) NOT ALLOWED ANCHORS TO WALL FOR(P)SIDE RAIL SHALL BE AS FOLLOWS: 1/2-0 HM-H SOO OR WME BDLI 6' 6' 3- (3000 PSI) NOT ALLOWED (A) TO EXISTING POURED CONCRETE: MIN. 3000 P.S.i. COMPRESSIVE STRENGTH. 5/80 HUS-H SMV OR MW DMI 7 112- 7 1/2- 2 1/2-(3000 PSI) NOT ALLOWED 1 1. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL PRODUCT COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH T E ILDING -5/16-0 TAPCON XL ANCHORS AS MANUFACTURED BY ITW SUILDEX, INC. TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL PRODUCT TRACKS ALL AROUND FULL LENGTH. H qu -3/8-0 KWIK SOLT 3 ANCHORS AS MANUFACTURED BY HILTI, INC. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 15 TO BE ATTACHED To A.1) 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 Y16"0 TAPCON XL ANCHORS & 2 1/2"FOR 3/8'0 KWIK BOLT 3 ANCHORS. NO EMBECIMEN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 13. THIS PRODUCT*S INSTALLATION SHALL 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 & 5" FOR 3/8"Is KWIX BOLT 3 ANCHORS. EDGE DISTANCE IS BEYOND 14. LIFTING MECHANISM NOT PART OF THIS APPROVAL. ANY FINISH MATERIAL. 15. (.) THIS P�E.D. PREPARED BY THIS ENGINEER 15 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 LIFE SAFETY OF THIS PRODUCT, BASED ON THIS (8) 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 -5/16-0 TAPCON XL ANCHORS, AS MANUFACTURED By ITIN BUILDEX. INC. CONTRACTOR'S RESPONSIBILITY. B-1)MINIMUM EMBEDMENT OF 5/16-0 TAPCON XL ANCHORS INTO THE GROUT FILLED CELL CONCRETE BLOCK (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. UNIT 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 REQUIRED 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 XL ANCHORS INTO GROUT FILLED 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. (a)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF 8.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS VENEER OR PAVERS BE FOUND ON RECORD THAT PREPARED IT. THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TFREACH THE MAIN STRUCTURE BEHIND 16. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1710.8.3 OF SUCH PANELS, FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710-8.2 OF THE FLORIDA BUILDING CODE.1 (C) TO EXISTING WOOD FRAME BUILDING: SPRUCE PINE-RR-SOUTH (C-0.36), DOUGLAS-FIR-SOUTH (G-0.46) OR C SHALL ONLY BE USED ro-1 SOUTHERN PINE 02 W/G - 0.55 MIN. IN THE SrATE OF FLORIDA I FLORIDA BUILDING CODE (Non High V810city Hurricane Zon, -5/16"o TAPCON XL ANCHORS.AS MANUFACTURED By ITW BUILDEX, INC. vwalvs t - CA) MINIMUM EMBEDMENT OF TAPCON XL ANCHORS. INTO THE WOOD FRAME UNIT SHALL BE 2 1/4-PHYSCAL 02015 TILTECO INC. RAWN By THREADED PENETRATION. zgi� Noutilus F.R.L. NO EMBEDMENT INTO FINISH MATERIAL SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. No.. Rolling Shutter System /10/t5 C.2) MINIMUM EDGE DISTANCE E.D.) OF TAPCON ANCHORS, z TILIECOIN C DATE BEYOND ANY FINISH MATE4L. INTO WOOD SHALL BE 2 1/4-.EDGE DISTANCE IS MU TESTING A ENGO'ER11 G EXPMERT SHUT�TER"SERVICES INAC. S I S DILI I P 4526 S.W.DiLTMORE 57REET 15-071 S Lu", FL 49,14 PORT ST.LUCIE,FL 34984 C.3�11,1 CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE FOUN OR10, - ,I. . _. _ ( I __q. HE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE D ON -E.(ON)742-905 FM:(771)071-0090 DRAMNG No SUCH PANELS. BEHIND ES WALTER A TILLIT J, P.C. P 11-NAt'o" ATE FLOROA U,.f 44167 SHECT I Or 26 OFFICE COPY #4 #5 #6 #7 #8 #9 1 #1 #2 #3 Aw DUA DETAIL A (TYP I"STN"USSS [TTltUSSHEAD 2�XLOGE T�MW49W unm� u,#lE,,— R. -.2w DET.0 OPTION#1 immarm (Typ.) DELAIL,Q q4 SCREW ;C ROSION 'to". ANUFACILRED StRE4GN. 1-4- off.1111 A." Fy-191.4 ksi(YELD n (TYP) Flu 196.8 KsiMNStf p4843" A SLATS 'W7. ER & STARTER S low T063-TO ALUMIIAN ALLOY 4083-TOALU L F"3l.SW(,l*,.) @ RASE SLAT SCALE 1�.I- 00113-TIALUMINUMALL w-r In- f 1.2w $Aw— 4.000- NG .129 (USE"OPTIONSIHAND,a) aw ...BUSHINGSPECS .125* 2w DENSL�14g� TEN LE OOULI� f2s, 2w— 2.426' @ "'D""S SCALE ur r 4,OW— SIDE RAIL BUILD-OUTTUSE @ BUILD-OUT TUBE 611076ALU.NUMALLOY W0178 ALUM! ALLOY GOILITIIALUMINUM AL OY SCAL I�-V SCALE IM.I' SCALE ta'.1- .125- *MUST BE RE%nEWED BY SHUTTER MANUFACTURER TO ALLOW FOR A MINIMUM CAVITY WALL AT NON HURRICANE POSTITIONS. D.050*CLEARANCE BETWEEN SCREW HEAD AND —",w------- 2.M* @ BUIL UT TU SCALE IQ-V 1/4-OX3/4'ITW/BUILI)EX TEK SCREW CARBON STEEL SCALE IM'-V 250. (m) 5f16'0 fTW/BUILDEX TAPCON XL ANCHOR CARBON 31FEL SCALE Im.1� ------------I L STORM BAR 318-0 HILTI.INC.KWIK BOLT 3 ANCHOR 60GlJGA1UM:NU AHGY TRAPPED ANGLE @ 4.x6 MULLION (Gl) 4x8MULLION (G��, 4x7 MULLION CARBON STEE SCALE 1�- -3 T6 ALUM NUM ALL Oy 6061-TfiALU INUM�LOY "."""A"OY SCALE v ,"TILt/i FLORIDA 13ULLDING CODE (Non High Velocity Hurricane Zone) "ENse 02013 INC DRAWN Y; Ncutilus F.A.L." Rolling Shutter Systern ft/10/16 EXPERT SHUTTER SERVICES INC. DATE COMPONENTS 1626 S.W.61ILTMORE STREET 15-071 —61:Ult... POKY ST.LUCIE.FL.349a4 0M ED-00 6719 -"W:(M)749-MG F. (7n) DRAWING W,7ER A TILIIT 1, P,- P. FLORMA U, I S"EET 2 or 26 ......fill OFFICE COPY 21 0 0 12 3 16 I SIDEJEND CAP 2 HOUSING(BACK&TOP).040 THICK 3 HOUSING(FRONT&BOTTOM).040 THICK @3 4 SPRING BRACKET 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 11 ALUMINUM BASE SLAT 12 TUBULAR MOTOR 13 MOTOR BRACKET 14 SPRING,GEAR&MOTOR BRACKET BOLTS 15 HOUSING(BACK&TOP)FASTENERS 16 SIDE RAIL(MAIN SECTION)FASTENERS 1-00 17 HOUSING(FRONT&BOTTOM)FASTENERS 18 END RETENTION ASSEMBLY —.00 19 OCTAGONAL AXLE FASTENERS 100 20 60MM OCTAGONAL DRIVE CROWN 071, 21 CONNECTOR SLEEVE 05,01 22 GEAR-PLASTIC OR ZAMAC CASING wol 23 UNIVERSAL WITH DRIVE SHAFT 24 60MM OCTAGONAL IDLER END 25 IDLER BRACKET WITH BEARING dp*" BOX & END CAP ASSEMBLY COMPONENTS FLORIDA WILDING CODE (Non High Velocity flurricone Zone) 0 2015 TILTECO INC OPIA"BY Nautilus F.R.L Rolling Shutter System 0�"10/15 11LTEc o DATE z 'ANY —11 S11LITTER SERVICES INC. = .- —1 1626 S.W SILTMORE STRIECT STATE OF : S � PORT ST.LUCIE,FL. 349114 15-071 —401!tilt—owl— Ell-0005719 N�W(11W)74-91M.—(172)871-MO DRAMM WALT"A C. FLO.I.LnL '4447 OFFICE COPY �-Box �Y/6 & Y/7 0 R AR ("P� ) �V/9 -0(0 Y/6 & Y/7 VBOX V/9 OK TY, "X, ND CAP EN CAP- END CAP-- ----END CAP SLATS 01 J2 SLATS SLATS 12 SLATS SLATS SLATS #4 SLATS #4 SLATS #5 -SLATS J5 SLATS #6 S 0/8 0/8 SLAT 0/8 O./s 0 78 o./a SLAT 0/8 #7 V 0 8 SLATS #7 3w SLATS (Typ. Ea. END) (Typ. Ea. END) -SLATS #9 SLATS (A�) (Typ.) .#to (Typ.) SLATS #10 STORM BMAR SPACIN j OY/6 & Y/7 (SEE SHEET_22T_____ Mo,SLAT SPAN 7__�Vlg ----VV,/g IJOY/6 Y/7 (SEE SCHEDULES ON SHEETS 15&20)-— - -_ I IT ELEVATION ZO STORM BARS TYPICAL SINGLE (SEE SCHME.D.UJT'1S`TOSPAs`NEE1 15) NOTE: SEE SHEETS_2-k 3 FOR COMPONENTS NOMENCLATURE. .T S, TYPICAL SINGLE UNIT E�WT 2K,,W/ STORM BARS NOTE: SEE SHEETS 2 & 3 0 4PONENTS NOMENCLATURE. PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT: N.T.S. CASE 1: SHurTER HEIGHT EOUAL OR LESS THAN 1 1'-0"APPLICABLE TO INSTALLATIONS WIO STORM BARS.W/STORM BARS OR W/STORM BARS& MULLIONS W1 HEIGHTS UP TO I V-O". (o)CURTAIN SHALL START W/ #I SLATS AT TOP, FOLLOWED BY#2, #3. ..... THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST OF MIN. FIVE(5)SLATS OF THAT SLAT NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE CONTINUED UNTIL TOTAL SHUrTER HEIGHT IS COMPLETED. OUANITITY OF FINAL SLAT NUMBER INSTALLED BEFORE BOTTOM SLAT@MAY VARY WITH SHuT-rER'S HEIGHT. (b)BOTTOM SLAT@MUST BE ALWAYS INSTALLED. CASE 2: SHUTTER HEIGHT LARGER THAN I V-O"APPLICABLE TO INSTALLATIONS W/O STORM BARS AND W1 OR W/O MULLIONS W1 HEIGHTS LARGER THAN 11'-0-. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) % C2015 TILTECO wC (o)CURTAIN SHALL START W/ #1 SLATS AT TOP, FOLLOWED BY#2. #3, THEREAFTER, ALL THE WAY DOWN. EACH SLAT # SHALL CONSIST Of MIN. FIVE (5) SLATS OF THAT SLAT E N a u�ti,!�Y� F.R.L. NUMBER. PROCEDURE FOR ADDING SLATS DOWNWARD BELOW#1 SLAT SHALL BE Rolling Sh S C ED UNTIL #10 SLAT IS INSTALLED. AFTER#10 SLAT IS INSTALLED, ADDITIONAL #10 �12 uiit 10/15 SONTINU ILIECOIN /.A. LATS MUST BE USED TO COMPLETE THE TOTAL SHUTTER HEIGHT EXPERT SHUTTER SERVICES INC. (b)BOTTOM SLAT(DMUST BE ALWAYS INSTALLED, MV 1626 S.W.BILTMORE STREET 15-071 Olt...0.0 PORT ST.LUCIE,FL.34994 STATE F ES-OOD6719 -ow:tiiw He 1ALTER A 7ILLff" 'E f,fteml*-L FLORIDA U.,1 44167 SHEET 4 Or 26 OFFII%'O*'E COPY EXISTING WOOD Wool) SES OR RAfTER7 11RUSSES OR RAnfR7 5/'6'1 TLONTS XL W1 5/'6 0 TAPCONS XL W1 TRUS EXISIM [.I E'/2 AT P'�'�'_ 2 1/2 W, PENETRATION //-.3/4"t. 4"ITW BUILDE /4*Ox3/4* 1,.I*.I/B,OR 11.1'.1/8"OR ETw OULDEX EXISTING WOOD EXISTING WOOD l"O.A.0.050'GAILY, 2.2".1 TEX SCREWS W/ TE SCRIM W/ -'Russm OR STEEL WASHER "y 7, -T /a KO.D.wM060"GALVANIZED EIR. RUSSES OR RAFTER STEEL WASHER 9 24"0- ALUMINUM V O.D..0,060"GALVANIZED 1� STEEL WAS14ER 0 24*o.c. STEM WASHER 0 24'ox. S/6"0 (L 5/t-0 TAPCONS XL 2 1 M . 2 1 2"Min. PEN9�ATNDN 0 24'0 2RATCN 0 4 (2) '.4'OR (2)2'X4'OR 2'.6 CONT 2'.6"CoNT-" (2)2- WOOD HEADER (2 WOOD HEAD RIOUIRED REQUIRED 2.4'9;.0-1— 2'. WOOD HEAM M"D REOthRED RE ED ',j .... .. I m EDGE Of Nz EDGE QE.-' m EDGE Of OP" OPENING I OPENING OPINING M EXISTING EXISTING E ISTING @ GLASS— x E GXS"NG (BEYOND) GLASS 'LASS (BEYOND) �BEYOND OR (1 2-.4 .11 mi. () B (2)2-A-OR Mi. 2)42'.S: SEPiPATION 4� 2*45 0"1 ANATION T.WOOD ='. �-, T =EN STUD 0 16- WOOD STUD WOOD �T SEE 0 D TO CIS$ D.C.MUu(1 $HIM m v 0 16*OC. CE SO C M".REOLURED SHEET 20) SHIvE 20) -SEE ANC ORS (SEE$MEET 20 0 ""1-C� S'"DUD' REOLARED. Mi.. -UiRED n I E SHEET I MAX .0 SE SCHEOULH SEPARATION �IEE loll 20). 20) ON SHECET 21 TO GLASS (SU SCHEDULE ON WET 70) 0/8 0/8 (2)2'.4-OR -SEE ANCHORS 0/8, 0/8 —WAUL PUSH i SEE ANCHORS EDGE Of (2)2-.6- SCHEDULE -SCHMULE OPENING CONT.WOOD ON SWEET 21 1XI EDO OE ON SHEET 21 STUD 0 16" O'C.MAX. I OPENING E. REOLARED. SEE MCHORS L, 1/2- 1/2"-o-062' 0" 2""'.0.062"XCONT. SCHEDULI (-S— .CONT.ALUM,ANGLE 2.) f. ALUM,ANGLE ON 1HECT 21 -0 UPCONS XL I ��5/16' TAPCONS XL 5/16 S XL i . I -I W/2 112"m- 0/8 0/8 w- PENETRATION W/2 112"Mi. -v"LL 6 24'1— PENETRARO 2' 0 24- go 0/8 2.4'OR 2".6' RUSH -4'OR 2'-6' 1 RUSH 2'.4*OR 2'.6' RUSH CONT,Wl,)ODTE ,.,'r ,I OR 2 EXISTING WOOD 13 EXISTING WOOD COME.WOOD GO .WOOD EXISTING WOOD ONT WOOD DECK OTTO 8 TEGM PLATE SONT REQU R DECK OR I EXISTING WOOD TTOM PLATE OR 11 FED RE E SLAB REQUIRED DECK OR BOTTOM CC) - — @ DECK OR REQUIRED FC REQUIREPLATE CONCRETE SLAB I '�IRE ONCRIFTE SLAB 0 (SEE SHEET 20) D (SEE SHEET 20) CONCRETE SLAB (SEE SHEET 20) REQUIRED. (SEE SMELT 20) @REQUIRED. REQUIRED.-I B EDGE, WALL MOUNTING WALL MOUNTING BUILD-OUT MOUNTING BUILD-OUT MOUNTING SECTION Y-Y \�MG WOOD B DINGS INSTALLATION DETAILS ON EXIS NJ S FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A- ;V1 C 2045 TILRECO RIC DRAM BY- .. ........ r.R.L Nautilus \rEN Rolling Shutter System 04/10/15 EXPERT SHUTTER SERVICES INC. TILLIE TESTING ENGINEERING COMPANY 1626 S.W. BILTMORE STREET -071 15 u...0-1 PORT ST.LUCIE.FL.34984 STATE OF -0006719 (172)11'- DRAWING ft EB WALTER A LIT k�P.E. #44 67 ILDRIOA L,�� I F- IT 0 N ALI,- OFFICE COPY M,C D. PO RED CONC m E 0. 0 ROU, "'N 'i"' R G F OR R PDU!E[� I 'I OR j E.D.. POURED CONCRETE BLOIK D U.R101E OR PO I OR j -ED LJES NON COURED CONCRETE OR C)-\ L///(jS1EE SC IEDULES ON (SEE i�,.O,:U� (SEE--EDULES ON OR I GROUR H GROUT nLUED NCR I 1� R. E GROUT LE. T FIL ED -IS UT ETE CONC ETE OR I 0-9 18) J(SEE SCHEOWLES ON L SHEL 17 111 18) S ETS CONCRETE 8UOCX M 1 7 18) LEO K CONCRETE SH ETS E 7 Go EFE SHEETS 17&18) BLOCx 2.750' CONCRER'BUOCX A c �411 548" 0 I_ IR C 2' if A ORC3 OR I 214' H OR 1/8 SLIP E� /2". 1/4 0 4*O.C. —J� ' D 1/2% 1/4- OR . 1@ C ILE. FLUSH MMIT (WALL) '/a SLIP OR 1/8-SLIP 1/2),i/v D RS I , OR f/6'SUP -SECTION W/ sTOgM BA BUILD-OUT MOUNT SECTION P—�,.(PLAN) SECTIONS —0 (PLAN) BUILD-OUT mOUNI SCALE 3/�6� INSTALLATION DETAILS INTO EXISTING POURED CONCRETE OR GROUT FILLED CONCRETE BLOCK BUILDINGS Semc. 1/4'. I" @)OR(y- G OR(o @OR(§G)-, ... . .......... F A 2.7 0 4" H t-UN OR H A (!-n) 0 4"ox, (0) --@ 0 4"0 "4 L C D.C. fli�-1/4- \,. OR 1/8-SLIP @) 112�1/4' SECTION -Q' (PLAN) OR 1;0-SLIP OR 1/8-SLIP /2'. 1/4' ili� 2 D OR 1/8-SLIP OR 1;82 "P 112'.1 1/4- 1/2,1/4' ORIENTATION SL OR SLIP SL, OR I/a*SLIP On I/$"SLIP WALL MOUNT END SECTION Q— PLAN) E 0 SECTION R—R (PLAN) SECTION R'—R' (PLAN) IULLION ORIENTATION ORIE 1 #2 ORIENTATION #2 rA"L. IENTATIONS #1 & #2 0 Co.c. A WALL MOUNT END MULLION WALL M D MU ON WALL NT INTERIOR MULLION TRAPPED MOUNT INTERIOR MULLION n I TALLATION DETAILS INTO MULLIONS G,G1,G2 SCALE�1/4'-J� 1/2-, 1/4- 1/2. 1/4' (2) 2".4" OR D OR 1/8-SLIP OR '/&"SLIP D 2*x6" S D (2) 2"x4" OR (SEE SHE 20 0. 2*x6" D (SEE SCHEDULE ALTERNATIVE ON SHEET 21) LY TO @, A (SEE SHE 20) (SEE SXCHEE MIN. 1/2- 1/4"0-2Ox3/4" S.S. m.s. Ohl SHEET PLYWOOD W1 NUT MAY BE USED SECTION -Q'-O' (PLAN) MIN. 1/2- FOR THIS CONNECTION PLYWOOO-i ORIENTATION f2 WALL MOUNT END & INTERIOR MULLION @ORW 1.750'—1-2 2SO'- 2*OR I' ___j I I 1/4" H /a-SUP a.c. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0 4'a.c. @ OR FLUSH MOM (WALL) SLIP C-2015 TILTECO WC. - JT MOUNT No.44167 In Nautilus FALL - Rolling Shutter System 04/10/15 TI S 0'-0' . - I DATE Z TILLIT EXPERT sHuTTER SERVICES INAC. 1626 S.W.91LTMWE STRECI ST I__ INSTALLATION DETAILS TO EXISTING WOOD BUILDINGS PORT ST.LUCIE.FL.34954 15-071 E_)." CO-0006719 I—,E (am)7"-sieise."A"i(772)I971-mo DRA—C N. SCAL'K,�� I WALTEM A.FILM J,PZ P DATE FLORIDA Lk f 44167 MEET 8 OF 26 OFFICE COPY RMANCE C SLAT PERFORMANCE CHA T lb 1 & IC I (ONLY VALID FOR 1/2'SLIP) SLAT PERFO ART IONLY VALID FOR 1/4"SLIP) MAXIMUM SLAT SPAN AND MINIMUM SEPARATION TO GLASS FOR A FORAGIVENMAXIMUNIASO DESIGN PRESSURE RA EING(P.D AND SHUrTF OUNTCONDiTIONFOR FOR A GIVEN MAXIMUMA.S D DESIGN PRESSURE RATING(P I I)AND SHUTTER MOUNT CONDITION FOR GIVEN D SLATWSLl;.1 8'*AND S SIALL6 W/2"x4-'TI JQ_S INSTALLATIONS VWO STORM BARS PER DETAIL 2 BELoRvM SRUT=f—EF D INSTALLATIONS VVIO STORM BARS PER DETAIL 2 BELOW �E VOK VV00D FRAMI!-ES-W—AL CHART lbl USE W/ lbl CHART lel CHART llbl USE T/ USE MUMIUM WILDE Iffil CHART flel Liz Mi�VUE loom POWNE me hisiigittE&M IM bli�POSM ASA KRIM FOOK AV NEGIUME A=Lao USE WI)MV WILIE KMD POSINE AM NEIGUME XM Lao UND" 5/16-0 TAPCON XL ANCHOR USE MUIMUM P=W ASO. MA;x SLAT SPAN 'SPX—fff RED MIK SEPARAMNI MIN. SLAT LOAD VALUE 6"0 TAPCON Xf-ANCHOR USE k-AMUM POSITIVE A_&D. -LuAx'(it) TO CLASS TO D GRA SPAN -1 MIN. SLAT LOAD VALUE 011:DE BACK OF 7(i.) DE MA)aMUM MAX. SLAT SPAN "LMIN." SPAN [T (PF I WALL aUkD- A.&D. 'L.MAX.*(it) (it) FOGUIRED MIN.sawAnom TO mAssl MA�Uiu REQUIRED Mo. SLAT SPAN LAW. MOUNT Mw IN 0 STORM BARS DESIGN OF SLAT(m) &&0 REQUIRED MIN.SEPARATION TO 1111"I'llit, PRESSURE WALL BUILD-OUT BUILD- MESURED 7MO (it) MESURED TO 54CK OF SLAT(in) I ONES "N04 ZONE RATING mom �WO STORM BARS OUTHERN PIK#2(G-0.5 4. 5) MM S (P,f) W BARS �All MAI -0%A 1-3 —4ZONE A WI*MNiD Z E DOUGLAS-Fw-5oUTH(G.O.46) j ISO 4'-5- 4'- 01-0. 30.0 4 15PMXE PK-FIR-SITH(G.O.,Mj 60 lo'-O 10-0- 10--o 11-11 2r* 10*-0" a 8'-3' 7- 1/8 10--o- 7--g- 7--g- 7'-3- 10'-0' 7 A 1/2" 7'- 11-1. 7. a i/a lo'-o* 7 2. 7. 101-01 101-0" 7'-0- B 1 2' 7,-4 7'-4- -4 6'-91 a I/a- 0 a 1 2" 7'-3" 11-1. Y17 10'-Q" 6'-9- a 10--o- ---- ---- 8 1 2" 7-1 #'-4* 10--o- 6'-9- 1 - - 7--l' a SLAT PERFORMA V-2- a i ea- ------------- ----------- NCE CHART Ml (ONLY VALID FOR If8"SLIP) SLAT PERFORMANCE CHART IV: ANCHOR TYPE AND FOR INSTALLATIONS 00 STORM BARS PER DETAIL 2 BELOW FORAGIVENMAXIMUMASD DESIGN PRESSURE RATING(P AND SHUTTER MOUNT CONDIT ION FOR FOR A GIVEN A S D DESIGN LOAD(P 6 0.SHUTTER MOUNT CONDITION INCLUDING INSTALLATIONS VWO STORM BARS PER DETAIL 2 BELOW USE W/ CHART Illb w Er: I CHART 111C I Mbl USE WXMIM%KOE BETWED, 5/16"o TAPCON XL ANCHOR SLAT SPAN DEFINITION DID USE M0UQMUM POSITIVE AS.D. USE POSITIVE 4--1 0. 5/18-0 TAPCON XL ANCHOR F.INI!. SLAT LOAD VALUE Mh'aMUM VALUE BETWEEN P"'M*0 w AND NEGATIVE LOAD PWkSMDkl="VALUE MAIL SLAT MAX SLAT SPAN 'LMIN. WL SLAT BOULD-our MAXARIM REOL4RED MIN.sEPARADON TO GLASS SPAN .. WA A.S.D. *Umx* Fr) (it) SPAN ox wow DESIGN WESURED TO BACK OF SLAT(in) LMAX* LM N.'( PRESSUItE WALL BUILO-Oull ii�-oun wALl.r DESIGN FT FT) RATING MOUNT W/ L-�:::w-/o RM BARS LOAD *"IWPED "L.Tit PLYWOOD AND &BUILD OIJI a BUILD=LWIO STORM BARS (2)2-.4-WOM STUDS TAPC USE--V— LGA D h-l'G N Mato 'lot WIND ZONES WIND (EYP E4OH SIDE,BEYOND)t �Al(IVE mm A HIRES A) 4ZONE U."6 NO z WIND ZONE 7-6' 7'-6' 6'-7" 1113IN0,01A 41 7#�2" L 6'-6" DETAIL 1 (ELEVATION) 7-2- 7'-Z- .0 6.-0. 5'-9" 6. .0 W.-G. V-101 A NOTES: W-7- W-9. 1. ABOVE INDICATED MAX. a Ix V-7' SLAT SPANS MAY BE USED AS LONG AS a I a* ANCHOR SPACING SCHEDULES ON SHEET 21 INDICATE THAT A SPACING is AVAILABLE FOR THE CORRESPONDING SLAT SPAN AND A.S.D. DESIGN LOAD, MAXIMUM A S.D.DEqlr LOAD VS WOOD GRADE SCHEDULE. t:WOOD FRAME WALL TO BE BUILT STRICTLY IN ACCORDANCE WITH ------------- VAJD FOR DCIJaAS--nR-SOURq(G=0,46) SPECS dIVEN ON DETAIL AND PROVISIONS FROM CHAPTER 23 OF SOUITHUN FINE#2(G=OM) THE FLORIDA BUILDING CODE. MINIMUM LENGTH OF WALL AT EITHER SLAT SIDE OF OPENING SHALL BE 33'. 92RLM PINE41R-SETH(G-O 36) VALID FOR DOUCLAS-FR-SDUTH(C-0,46) SOUTHERN FINE#2(G-0.55) VAUD FOR SX%f];N FINE#2(G-0.55) To--?3/4- SIX SPAN nFFINI FOR WALL MUNI A W-or ron sAo-OUT MAX. ol b, Tij FLORIDA BUILDING CODE (Non High V810cily Hurricane Zone) ........... . C 2015 TILTECO iNC N E N INSTALLATION INTO WOOD FRAME STRUCTURES Ncutilus r.R.L. 11LIEC 0 iNc Rolling Shutter System z z XPERT SHUTTER SERVICES INC. TE 1/2"PLYWOOD AND w E (2)2.6"WOOD STUDS 1626 S-W�BILTMORE STFtlErT (EYP.EACH SIDE,BEYOND)t -TATOF E t tm-.o 1— PORT ST LUCIE.FL. 964 71 DETAIL 2(ELEVATION) EB-OW6719 PWK.14100)749-906.1" NG WALTER&TILUT Jr.P.E. I— I—J."PI I—', I 'IT ILORIDA Lic.0 44167 .......... OFFICE COPY MAX.ANCHOR'S SPACING SCHEDULE FOR A�GIVEN�SHUT�TER MOUNTING TYPE,WOOD GRADE,A.S.D. .3�1 DESIGN WAD(PSf)AND SLAT SPAN RANt3E WALL MOUNT&BUILD-OUT MOUNT TO 2"x4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WTH MINIMUM 1/2"PLYWOOD (SEE DETAIL 1 ON SHEET 20) (SEE DETAIL 2 ON SHEET 20) SIAT Spm Wm 1A SLAT SPAN RANGE WOOD GRADE IF"'DESIGN ESSURE RATING"" WOOD GRADE Or It.4' >'r to 5! >51 to 61 >6'to 7' >ir to 9p >9,to 1w ("r) U-T to V-S" W) I '- >r V > 6" 6" 6 I-S 30.0 6 SOUTHERN PINE J2 40 6' 6' (G=0.55) 6" 6" 6" 4 3/4- (G=0.55) 6.. 3/4" 3 112" 60 _6" 6 4 SOUTHERN PINE #2 4 60 �6" 4.. 5 5 3/ 1/4 3 4 3" OUGIAS-FIR-SOUTH S 30.0 6" 3 DOUGLAS-FIR-SOUTH !R53 0.0] 6" 6" 6"_� (G=0.46) 40 6" 6" 6" (G=0.46) 40 6" U E�NE;6F)IR-SOUTH IR : 6" 6" 1 4" 5 T1�14V' 4 1�4� OUT s 30.0 SPRUCE C G_O 6" PINE-FR-SOUTH G=0.3f6) 30.0 'i BUILD-OUT MOUNT TO 2"x6"WOOD STUD WTH MINIMUM 1/2"PLYWOOD (SEE DETAIL 2 ON SHEET 20) SLAT SPAN RANGE WOOD GRADE 0--f >4!-15' >5--o >6-7' >7'-W >91-so' AE-Tour our .M.; AE =Z ,<E W"E —mxw WAj= nEl= nE Mr—-AC =OWAV TAf— Af 30.0 6��__ �6 6 6' 6 6" 6'� F6 �4_ 4- SOUTHERN PINE #2 40 6 6" 6c" i-___ ___ -- 6" 5 1�4 (G=0.55) 50 6" 6" 6" 6" 6" - —4':-1— r6. 6- 6" 60 6 6" 6*' 6" f 5 .61/4Zt5 3/4" 3' DOUGLAS-FIR-SOUTH S 30.0 6" 6" 6" 6" 16 6" (G=0.46) 6" 6" PRUCE PINE-FIR-SOUTH 40 6' 6 6" �/2-' 4 112 4 112' [il I __ 6- 6- (G=0.36) 30.,T-6' 6" 1 6" 6" 1 6" 6' 6" 5 1/4" 5" ;v _j NOTE* MAX. SPAN FOR SLAT FOR A p'.Tit GIVEN A.S.D. DESIGN LOAD FLORIDA BUILDING CODE (Non High velocitY Hurricane Zone) SHALL NEVER EXCEED MAV C,2015 TILIECO INC DR"N EFY SLAT SPAN INDICATED ON Nautilus f.P L SLAT PERFORMANCE CHARTS Rolling Shutter Sy�stem 04/10/15 ON 20 SHEET. 111LIECO _TE TIWI LE L X P!I Ct Z -TING&ENGINEERING C, 1A.1 ERT SHUTTER SERVICES INC. S! .11— 1626 S,W,BILTMORE STREET z 15-071 —1 ST.LU.'E,IL ... OR FB-0006 19 (w)7419-�j—_("2).11-M WALTER A IT PE. U��L, & P,A511, FLORIDA 9 _"T 21 or 25 2., 6Q - — _ F