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1445 Seminole Rd RES21-0171 Hurricane ShuttersOWNER:ADDRESS:CITY:STATE:ZIP: KELLY J STACY 1445 SEMINOLE RD ATLANTIC BEACH FL 32233-5501 COMPANY:ADDRESS:CITY:STATE:ZIP: FIRST COAST HURRICANE SHUTTERS 12170 LONGMONT LANE S JACKSONVILLE FL 32246 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171901 0000 SELVA MARINA UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1445 SEMINOLE RD RESIDENTIAL ALTERATION RESIDENTIAL hurricane shutters $6885.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $85.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $131.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 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. 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. 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. 1 of 2Issued Date: 6/4/2021 PERMIT NUMBER RES21-0171 ISSUED: 6/4/2021 EXPIRES: 12/1/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 6/4/2021 PERMIT NUMBER RES21-0171 ISSUED: 6/4/2021 EXPIRES: 12/1/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $131.50 RES21-0171 Address: 1445 SEMINOLE RD APN: 171901 0000 $131.50 BUILDING $85.00 BUILDING PERMIT 455-0000-322-1000 0 $85.00 BUILDING PLAN REVIEW $42.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $42.50 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R16006 $131.50 Printed: Friday, June 4, 2021 9:13 AM Date Paid: Friday, June 04, 2021 Paid By: FIRST COAST HURRICANE SHUTTERS Pay Method: CREDIT CARD 463944451 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16006 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION l" Building Permit Application Updated 10/9/18 ~ City of Atlantic Beach Building Department • ; **A llt tf.lFORM ATION 800 Seminole Road, Atlantic Beach, FL 32233 ; HIGHLIGHT-ED IN GRAY Phone: (904) 247-5826 Email: ' L I_~_----...-a· "WI!-~ I$ R:EQaJREl). Job Address: 1445 Seminole Rd,_1 Atlantic Beachr. FL, 3,2233 Permit Number: ------------ Legal Description 23 1-4 1s .. 2s~29E -.41 '6 $aLVA MARINA UNll; 1 LG:'.f .1-S{EX SWl Y 30FT},,k~T ·,1,tJ(EX N-ELY 20F-T) BLK ~ RE# . _ 17190J-oooo · .. · '- ----"" , . -. --. . -----. -..... _ ............ ------~~ ........... ----~- Valuation of Work (Replacement Cost) $~-£~~8,,_·~-·0 ...... 0 ~-~~~ ...... : Heated/Cooled SF _____ Non-Heated/Cooled ____ _ • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Poof □Window/Door • Use of existing/proposed structure(s): □Commercial □Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will trees be removed in association with ro osed ro·ect ? □Yes must submit se arate Tree Removal Permit □No -' -: . ' Describe in ~etaif the type of wort to be performed: Hurricane $hutter Protection/lnstaHatio-n "' ea.hama Shutters Florida Product Approval# ___________________ for multiple products use product approval form -~ -Pro ..... --nfo ---ion Nam · :.:, ,---· --: ·--Address · --· "'··--Y _· ..........,...,.... : -~. ·~ --..,.. .. ...:i. --- City .;...,;: __ ~~.;;:~~~~~~"-¼,;•K1 --,i....., _ :· ~ip . --Phon _ ~~~ -' E-Mail ;..;,....z: ~~,~•~:.~..;;;:;: ..... ~~ ~~"~~~~~~~..;;;;.-~-_:_-...;..,..;.__~_;,..," __ ..,...;_a~-.,.....;·-.~ .. ..;..;;; __ ;,.;,.. __ ,_.-......._,....;;_;....;_:;;..,._~~~~~~~~.,,;.,.;....,..~~~ .......................... Owner or gen f Agen , f Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Company First Goast Hurrj~ane snutters . ' I • Address 121.7() Longmont Ln. S . ., - Office Phone ,904 274 6620 ',,, State Certification/Registration# CGC1517163 Qua I ifyi ng Age nt _Ti_,...--mRy_;;;._cz~e_k ............. · _.....,..__ _ _..;.;_ ______ ........... ......._ __ ___,..; City Jaok~onville State _F~L~~ Zip 3224 ~ Job Site Contact Number ----...------~~~-------------~-E -Ma i I info@fchurr,c aneshutters~com Architect Name & Phone# ------------------------------------ Engineer's Name & Phone#-------~~~-----------------·-------- Workers Compensation Insurer O!~ ~orninion Insurance· -Co ~par:iy _ . OR Exempt □: Expiration Date 21112022 -.·· a · . .-v I, ---• , ~ ~~ '-----.......__-~------ 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 CONDITI ON ERS, etc. NOTJCE: In a·ddition to the requirements of this permit, there may be additronal restrictions applicable to this property that may be found in the public records of tfiis co·unty, and there may be additional permits required from other governmental entities such as water management districts, state agencies., or federal agencies. OWNER'S AFFIQAVIT: I c~rtify that all the foregoing informati·on 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 OBTAIN FIN ~ ULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDI · ~ COMMENCEMENT. Signed and sworn to ( or fill iA/ , ~?. I [ ] Personally Known OR H' Produced Identification -- ::·~~j;l ~~~ re me this JL[ day of '5 'T4c.. l '' • H HJ, . --'.\~v Plii••, ALBERT MORENO :~ • ~:. ~',;. Notary Public -State of Florida (~ • j1 · j } Commi ss ion # GG 3048 75 ·-.. :r,pF f\:.~~---My Comm. Expires Jun 9, 2023 ....... Bonded t hrough National Notary Assn . Type of Identification:-~---------------- -- na ure of Contractor) Signed· ands --~.... (or affirmed before me this 11_ day of 0 kl , by ~_.......'---:~~== K...,;~--- ~ersonally Known OR [$J..:Ptoduced Identification ( • Notary Public State of Florlt1a Brooke E Taylor My ~ommiss;on ,fiH 018610 ExPtres 07 /0712024 Type of Identification: \1<tN1:l ... t .-.«--------· _....... .. --~""'""~ Page 1 of 4 Updated 10/17/18 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: _________________________________________________________________________ Permit #: ___________________________ *Owner/Project Name: _______________________________________________________________________________________________________ As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s) for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at: www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # A. EXTERIOR DOORS 1. Swinging 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B. WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12. Other ! ~ ' ~ ~ - ~ - - - - ~ - ' L_ Page 3 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State # Local # E. SHUTTERS 1. Accordion 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F. STRUCTURAL COMPONENTS 1. Wood connector/anchor 2. Truss plates 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11. Wall 12. Sheds 13. Other G. SKYLIGHTS 1. Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 4 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name):_________________________________ *Contractor Signature: ___________________________________________ *Company Name: __________________________________________________________________________________________________________ *Mailing Address: __________________________________________________________________________________________________________ *City: _______________________________________________ *State: ______________________ *Zip Code: _______________________________ *Telephone Number: ___________________________________ *E-mail Address: _______________________________________________________ Cell Phone Number: _____________________________________ Fax Number: _________________________________________________________ GENERAL NOTES: 1. EXTRUDED BERTHA BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUME N T ( P . E . D . ) H A S B E E N V E R I F I E D FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7Ht EOfTION) OF TH£ FLORIDA BUI L D I N G C O D E . THIS BAHAMA SHUTTER SHALL IJIJI. BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE S ( M I A M f D A D E / B R O W A R D C O U N T Y ) . DESIGN WINO LOADS SHALL 8£ DETERMINED AS PER SECTION tin OF TH£ ABOVE' ME N T I O N E D C O D £ , FOR A BASIC WIND SPECD REQUIRED BY THE JURISOICTfON WHERE SHUTTER WILL BE I N S T A L L E D . USING ASC£ 7-tl ANO SHALL NOT EXCEED THE MAXIMUM (A.S.O.) DESIGN PRESSURE R A T I N G S IND/CA TEO ON SHffTS 7, 8 & 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMIN E D P E R ~ 7 - t l SHALL BE FIRST REDUCED TO A.S.D. DESIGN WfND LOADS BY MULTIPLY/NG THEM BY 0 . 6 I N O R D E R T O COMPARE THESE W/ MAX. (A.$.0) D£SIGN PR£SSUR£ RATINGS INDICATm ON SHEETS 7 , 8 4 c 9 . IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTR E S S E D , A 3 3 ¼ INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS. HO W E V E R , F O R L A G S C R E W S I N T O WOOD, A 1.60 WIND LOAD DURArlON FACTOR WAS USED TO CALCULATE SCREWS SPAC I N G S . £XTRUOEO BERTHA BAHAMA SHUTTER'S ADEQUACY FOR IMPACT ANO FATIGUE RESISTAN C E H A S 8 £ £ N V E R f F I E D I N ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED COO£ AS PER ATL R E P O R T S / 0 9 2 3 . 0 1 - 9 7 A N D #0309.01-04 AS PER TAS-201, TAS-20Z ANO TAS-203 PROTOCOt..S. 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 606J-T6 ALLOY ANO T E M P E R , W I T H F y = 2 5 . 0 k s i MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WfTH D I S S I M I L A R M A T E R I A L S S H A L L COMPLY WITH SECrlON 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. J. ALL SCREWS TO 8[ STAINLESS STEEL 304 Of? J 16 A/SI SERIES OR CORROSION RESI S T A N T C O A T E D C A R B O N S T E E L A S PER DIN 50018 WITH 59 ksi YfELD POINT AND 90 ksi TENSILE STRENGTH AND SHALL C O M P L Y W / F L O R I D A B U I L D I N G C O D E CODE SECTION 2411.J.J.4. 4. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR A/SI 304 SERIES STAINLESS ST££ L W I T H 3 S k s i M I N f M U M Y I E L D STRENGTH. 5. All ALUMINUM POP RIVETS TO 8£ 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. ANCHORS TO WALL SHALL 8£ AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EXISTING POURED CONCRETE: (Min. f'c=.3O0O p.s.i) -1/4•# TAPCON ANCHORS AS MANUFACTURED BY I. T. W. 8fJILDEX. -1/4"/d x 7/8" CALK-fN ANCHORS AS MANUFACWRED BY DEWALT, INC. NOTES: A.1) MINIMUM EMBEDMCNT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 1 / 2 " . A.2) CALK-IN ANCHORS SHALL BE ENTIHELY EM8£DD£0 INTO THE POI.IRED CONCR E T E . N O E M B E O M E N T I N T O STUCCO SHALL 8£ PERMITT£D. 1/4H lf-20 SCREWS USEO SHALL 8£ 1 1/2" LONG MINIMUM SHOULD STUC C O E X I S T A N D t " M I N I M U M F O R WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS B E F O U N D O N T H E E X I S T I N G W A L L OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCT U R E B £ H I N D S U C H P A N E L S . ANCHORAGE SHALL 8£ AS INDICATED ON NOTES A. 1) & A.2) A60VE. (8) TO EXISTING CONCRETE BLOCK WALL: -1/4" fl/ TAPCON ANCHORS AS MANUFACTURED BY /. T. W. BUILDEX. -1/4" fl/ x 7 /8" CALK-IN ANCHORS AS MANUFACTUR£D BY DEWALT, INC. N O T E S : 8 . 1 ) M I N I M U M £ M 8 E O M £ N T O F T A P C O N A N C H O R S I N T O T H E C O N C R E T E B L O C K U N I T S H A U 8 £ 1 1 / 4 " . B . Z ) C A L K - I N A N C H O R S S H A L L 8 £ E N T I R E L Y E M B E D D E D I N T O T H £ C O N C R E T E B L O C K U N I T . N O E M B E D M E N T I N T O S T U C C O S H A L L 8 £ P E R M I T T E D . 1 / 4 " 1 1 - 2 0 S C R E W S U S E D S H A L L B £ t t / 2 • L O N G M I N I M U M S H O U L D S T U C C O E X I S T A N D 1 " M I N I M U M F O R W A L L S W I T H N O S T U C C O . 8 . 3 ) I N C A S E T H A T P R E C A S T S T O N E O R P R E C A S T C O N C R E T E P A N E L S B E F O U N D O N T H E E X I S T I N G W A L L , A N C H O R S S H A L L B E L O N G E N O U G H T O R E A C H T H £ M A I N S T R U C T U R E B E H I N D S U C H P A N E L S . A N C H O R A G E S H A L L B E A S I N D I C A T E D O N N O T E S 8 . 1 ) & - 8 . 2 ) A B O V E . ( C ) A N C H O R S S H A L L B E I N S T A L L E D F O L L O W I N G A l l O F T H E R E C O M M E N D A T I O N S A N D S P E C I F I C A T I O N S O F T H £ A N C H O R ' S M A N U F A C T U R E R . 7 . E A C H S H U T T E R S H A L L H A V E A L E G I B L E A N D R E A D I L Y V I S I B L E M A R K / N C I N S T R U C T I N G O W N E R O R T E N A N T r o S E C U R E S H U T T E R W I T H S I D E d : S i l l B R A C K E T S D U R I N G P E R I O D S O F H U R R I C A N E W A R N I N G S . 8 . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H £ C O N T R A C T O R T O V E R I F Y T H E S O U N D N E S S O F T H E S T R U C T U R E W H E R E S H U T T E R I S T O 8 £ A T T A C H E D T O I N S U R E P R O P E R A N C H O R A G E . C O N T R A C T O R T O S E A L / C A U L K A l l S H U T T E R C O M P O N E N T E D G E S W H I C H R E M A I N I N C O N T I N U O U S C O N T A C T W I T H T H E B U I L O I N G T O P R E V E N T W I N D / R A I N I N T R U S I O N . C A U L K A N D S E A L S H U T T E R T R A C K S A L L A R O U N D F U L L L E N G T H . 9 . 8 £ R T H A B A H A M A S H U T T E R ' S I N S T A L L A T I O N S H A L L C O M P L Y W I T H S P E C S I N D I C A T E D I N T H I S D R A W I N G P L U S A N Y B U I L D I N G A N D Z O N I N G R E G U L A T I O N S P R O V / O E D B Y T H E J U R I S D I C T I O N W H E R E P E R M I T I S A P P L I E D T O . 1 0 . S H U T T E R M A N U F A C T U R E R ' S L A B E L S H A L L 8 £ L O C A T E D O N A R E A D I L Y V I S I B L E L O C . m O N A T S U R F A C E O F T H E B A H A M A F R A M E ( ! ) O R @ f N A C C O R D A N C E W I T H S E C T I O N 1 7 0 9 . 9 . 3 O F F L O R I D A B U I L D I N G C O D £ . O N E L A B E L S H A L L 8 £ P l . A C E D F O R E V E R Y O P E N I N G . L A B E L I N G T O C O M P L Y W I T H S E C T I O N 1 7 0 9 . 9 . 2 O F T H E F L O R I D A B U I L D I N G C O D E . 1 1 . ( a ) T H I S P R O D U C T E V A L U A T I O N D O C U M E N T ( P . £ . D . ) P R E P A R E D B Y T H I S E N G I N E E R I S G E N E R I C A N D D O E S N O T P R O V ( D £ I N F O R M A T I O N F O R A S I T E S P E C I F I C P R O J E C T ; i . e . W H E R E T H E S I T E C O N D I T I O N S D E V I A T E F R O M T H E P . E . D . ( b ) C O N T R A C T O R T O 8 £ R E S P O N S I B L E F O R T H E S E L E C T I O N , P U R C H A S E A N O f N S T A L L A T I O N I N C L U D I N G L I F E S A F E T Y o r T H I S P R O D U C T , B A S £ 0 O N T H I S P R O D U C T E V A L U A T I O N D O C U M E N T , P R O V / 0 £ 0 H E / S H E D O E S N O T D E V I A T E F R O M T H E C O N D I T I O N S D E T A I L E D O N T H I S D O C U M E N T . C O N S T R U C T I O N S A F E T Y A T S I T E I S T H E C O N T R A C T O R ' S R E S P O N S / B f l l T Y . ( c ) T H I S P R O D U C T E V A L U A T I O N D O C U M E N T W I L L 8 £ C O N S I D E R E D I N V A L J D I F A L T E R E D B Y A N Y M E A N S . ( d ) S I T E S P E C I F I C P R O J E C T S S H A L L B £ P R E P A R E D B Y A F L O R I D A R E G I S T E R E D E N G I N E E R O R A R C H I T E C T W H I C H W I L L B E C O M E T H E E N G I N E E R O F R E C O R D ( E . O . R . ) F O R T H £ P R O J E C T A N D W H O W I L L 8 £ R E S P O N S I B L E F O R T H E P R O P E R U S £ O F T H £ P . E . D . E N G I N E E R O F R E C O R D , A C T I N G A S A D £ l £ G A T £ D E N G I N f f R T O T H E P . E . O . £ N G / N E E R , S H A L L S U B M I T T O T H I S L A T T E R T H E S I T E S P E C I F I C D R A W I N G S F O R R E V I E W . ( e ) O R I G I N A L P . £ . D . S H A L L B E A R T H E D A T £ A N D O R I G I N A L S E A L A N D S I G N A T U R E O F T H E P R O F E S S I O N A L t N G I N £ £ R O F R E C O R D T H A T P R E P A R E D I T . I T H I S D R A W I N G S H A L L O N L Y B E U S E D T O I O B T A I N P E R M I T S t N T H E S T A T E o r n o R I D A F L O R I D A I J I J I U J I I G C O D £ ( N o n H i g h V • l o c l l Y H u r r i c a n e Z o n e ) C O M B I N A n O N D R A W I N G : ~ / E X 1 ' f f J D C D B E R T H A B W W \ S H U T T E R ( S H £ £ 1 S t T H R U 9 O F J . J ) ~ / B E R r H A ~ S H U T T E R ~ 1 0 1 H R U 3 3 O F J J ) c 2 o z o r i m : c o , I N C . A S S A / £ X T R U D £ D B E R T H A B A H A U A S H U T T E R M . P . D R A W N B Y : 7 / 2 / 2 0 2 0 O A T E : : / 1 1 L I E C O \ A M E R I C A N S H U T T E R S Y S T E M S A S S O C . 1 I N C . _ I N C · _ 4 2 6 8 W E " S T R O A O S D R I V E . . . . r , - L L - , r - - r E - S T . - I N _ G _ . t - _ E _ N _ G l - H E _ E _ R _ I N _ G _ C _ O _ l t / P . - ~ - N . . . Y W E S T P I . U , ( B E A C H , F L • . J : 1 4 0 7 - - - - - - ~ N . W . J f l l l . S L , s a . . - - - , F l . Q f l Q I J J / 6 6 P H Q H £ : ( 6 0 0 ) 4 3 2 - 2 2 0 4 " " " " ' ' ~ ~ a ' i f ~ ' t ~ ~ a ~ l ~ . : • - • . m F " . I . X : { 5 6 1 ) 2 0 9 - 6 5 8 0 C A - 0 0 0 6 7 1 9 R I V , , . , I / J e l C l l l l ' f l O I I I ° ' , r I . . . - ; , . , I _ , , . , . I A l l ! " 2 0 - 1 6 7 O R A W / N G N o W A L 7 D ? A . T I L L I T J r . , P . £ . , I D U > t 1 - r u P ' ~ ~ I - I - F l . O R / 0 , t . U c . / ' " 6 7 , I I I • I - I - S H E E T I O F J . J - . : J 0 2 " r b · ~ - ' 4 3 l - f ' ~ . - 2 . 9 6 9 " - - ~ ~ - - J . J 7 4 • - - - - - - t @ REGULAR INTERIOR MULLION @ HEAVY INTERIOR M U L L I O N @ F E M A L E H I N G £ S C A L E : 7 / 2 " = 7 " @ 1 " B . 0 . F E M A L E H I N G E S C A L E : 1 / 2 " = 1 " @ F L A T F E M A L E H I N G E S C A L E : 1 / 2 " = I " I . (!) 6005-TS Alum. ALLOY SCAl[; 1/2" = 1" .080" (f) BAHAMA MALE TOP FRAME SCALE: 1/2" = 1" -.062" TYP ... . ,, ~ "' . ..; Ill .56.J I ~ ..; L__ . ~ I § ... ' i HALF SHUTTER BLADE SCALE: 1/2" = i" § "' L I . lQ L ~ .062" TYP _i 1.125• ~.202· .010· 6005-T5 Alum. ALL O Y SCALE vr = 1 " ([) SNAP CAP SCALE. 1/2" = I " . " : : s " " . ~ . 2 7 0 " - - : • 1 - - . . . L ~ ~ r ~ L J ~ . 0 6 2 · 1 J 2 2 · - - - - - 1 @ B A H A M A F R A M £ S C A L E : 1 / 2 " = 1 " \ H O l . . £ 5 A R £ O P 1 1 0 N A L . 0 8 5 " . 2 7 0 " ~ A L T E R N A T E B A H A M A F R A M £ L _ 1 a 1 · - ' L S C A L E : 1 / 2 " = I " @ B U I L D - O U T A l u m . B R A C K E T 7 " L O N G S C A L E : 1 / 2 " = 1 " r § I _ 1 i - , 1 8 r · ' ~ . L ~ - = = : J L - 2 . 0 0 0 · - - 1 1 @ C O R N E R K E Y 1 " L O N G S C A L E : 1 / 2 ' ' = 1 " - - - - - , . 0 0 0 · - - - - ~ ~ , - - - - - - - - - - - - - - , - 1 _ J ! - , 2 5 0 • ® B U I L D - O U T S I D £ B R A C K £ T 7 " L O N G S C A L E : 1 / 2 " = 1 " 1 , . s o o · - 1 , - . - - - _ - _ - ~ - - , _ l ' 1 I : - . . . ~ § - L _ j 1 - . 1 8 7 " ( i J ) W A L L M O U N T A l u m . B R A C K E T r L O N G S C A L E : 1 / 2 " = 1 " 1 r - . 1 2 5 • r g l ~ ~ 1 - 2 . o o o · _ _ J t @ S I L L A N G L E S C A f f : 1 / 2 " = I " F L O R I D A 8 t J I I J J I N G C O D £ ( N o n H i g h V • l o t : l f y H u r r i c a n e Z o n e ) , , ~ , , 1 1 1 1 1 1 1 1 1 1 1 1 1 , , , , , , . c o l 1 r p o 1 J \ T E r " A . T f " f ' l ' S C O M B I N A T I O N D R A W f N G : ~ ~ ' ' 0 \ ? : ~ : . ! ( ~ . ' - 1 / ' ' , , ~ - = - - - - ' - - " l " - = Y . l . _ _ . . . . ; ; ; . . . . . 1 = - . ; . . v = . . = 1 . . . . . ; . . . . ; v . l ; ; ; ; . . ; ; . ; J ~ / E X 1 R U O £ D B E R T H A S 4 H , W 4 S H U r l E R ( S H E C T ' S 1 1 H R U 9 O F J J ) ~ - - ' - ~ . • • C , E N . · . . ~ , ' l ' ! l l - - - - - - - - - - - - + - - - A _ L S 5 4 _ _ _ . _ _ _ B £ R T H A . . . . . . . . . . . . . . . . c a . i i i . i i i , , . O M 4 L _ , _ _ _ S H U T T E R _ _ . ; . ; ; ; ; . ; . . . _ . . . . , _ . ; , , ; ; . , _ 1 _ 0 _ T H R I J _ _ , . . . . . , . J . J . . . . . . . . O F . . . . . . J 3 ' " " ' - . . . . . . . . ~ . 0 S . r - . . . , p ~ : < . ' • • ~ @ z o z o n m : c o , I N C . A S S A / c X T R U D E D B E R T H A B A H A M A S H U T T E R " · . ! / N O . 4 4 1 6 7 \ 1 1 r ; ; . ~ . ; ; ; . ; ; . ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; , \ O R A W N B Y : ~ ? ~ - ~ * . = . . . h L I E C O I N C . A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 0 SHUTTER BLAD£ SHUTTER B L A D £ E L E V A T I O N - = = = - ~ ~ ~ . , , . _ _ , . . . . . , ~ - - - , - - - - - - - , , , . . , . . , _ - - - - - - - - - - - - ' 4 2 6 8 W C S T l l ( ) A D S l > R l l ' C U A 1 E : ~ ~ : : ~ . S T A T E O F . . ~ , - f l l . . L I T T E S T l H G . . E N G I N E E R / H G C O M P A N Y W l : S T P A L M B E A C H , F L . : s . 5 4 0 7 1 - - - - - - - - - 1 ✓ ~ ' , f : " t I \ . • ' l - ; ' - / ~ " " ' : M N , , S I . • . . . . _ ; , t J 3 , - G < R l l ! ' N S I F L - . l J ! t / 8 P H O N F : ( 6 0 0 ) 4 » - 2 2 0 4 2 0 - 1 6 7 ; , . ~ - - t . . O R \ O r . · _ , - v P 1 , . , , o , ( J O S ) a 1 _ t - r i l / . , , a , ~ ) a ? l - 7 5 J I F A X : ( 5 8 1 ) 2 0 ! 1 - 8 3 8 0 ~ ' L ' • , , , ' r - : : - : : - - e - m o o l : t l l l e c o O < l o l . c o m D R A W I N G N o SCALE: 1/2" = i" SC A L E : 1 / 2 " = / " , . , . < ; ' s s · · . . . . . . . • . . . , ' Q , , . . . . C A - 0 0 0 6 7 1 9 " " ' · , , . - " ' " - , , . _ _ , , . , r , , , , f Q N A L t _ \ . , . , , , . . _ W A L T E R A . T I L L f T J r . . P . E . o u , 1 7 - 1 1 4 1 ~ • 1 1 1 , , , F l O R l l J A U c . I 4 4 1 6 7 • 4 S H £ £ T 2 O F J J V" A OR A1 ORB s. 0 F +@ OR@ ~C/4 OR 0/4 OR E/4 I oRQ) 0 ~ ") .....-, -+--ID I '@1 OR W. 11£8 NOTCHW r~rt 1.160' 0£PTH ro KNE"TRATE INTO HEi',D AND SILL ["--..__ (1)/10 " .J" S.M.S. W/ WtlSHER Typ. TOP 4c 80110/J. . s . " ) I 'r--. --------< N OR O ,__ __ _ _ _ 1---3•-----J"--+-----< 1/2" 1/2" DETAIL 1 SCALE : 1/2" -1 • 0 v " . , v 1 - - , - J " 1 / 2 " f - 1 ~ W ' c f . A O R V J A 1 I O R B S - ~ ' ! , , . J " . . . A O R A 7 S o R a - 1 - - ( J ) C A L K - I N A N C H O R S D ( T y p . E A . B R A C K E T } I ( J ) / 1 0 x 1 1 / 2 " S . M . S . ( r y p . E A . 8 R A C K £ T ) V A O R A 1 N O R 8 ' : : i - ~ 2 0 2 0 T I L T C C O , I N C . S E C T I O N A - A ( W A L L M O U N T ) S C A L E : J / 8 " = 1 " ( 2 ) 1 / 4 " , - 2 0 R I V N V T S W / ( 2 ) 1 / 4 " l ! - 2 0 x 1 • S . S . U . S . f l J " O . C . V E R T 1 C A L L Y W / 1 / 2 " £ O G E D I S T A N C E : O R ( 2 ) / 1 0 x 1 1 / 2 " S . S . S . M . S . T O P . t B O T r o M ( T y p . A T £ A C H 8 R A C l ( £ 1 } c . D - - - - " 1 { : S } C A L K - I N A f - ! C ! ! f ! R S j P O U R E O , v , u r - < = r ( S E C S C H f D U l . E O N ~ - ~ P " S H E U 9 ) , l O R C O N C R E T E 8 1 . . ( ) C / ( " - R E : Q U I R E D ] ½ 2 · J < J J / 1 6 ' ( U m , . ~ u , , w - ~ ; / A I ~ / / - ~ x 1 / 8 ' C L O S U R E N u m . A N G f f ( C o n t . ) H ( 6 0 6 J - T 6 A L L O Y ) " - . . _ ~ 4 ' " ' - . . . . . . . _ _ . _ _ " V ! . J . , - ' ' " O R ® ( t ) J t 4 " J . t ~ · s . s ~ I S . 1 . 1 . S . 0 g • O . C . I o R { ] ) 2 . _ ( 1 ) / 1 0 " ' r ! . / 2 ~ . / s . u . s . r o 0 0 R ~ G ( 2 ) 1 / 4 " t l - 2 0 R M I U T S W / ( 2 ) 1 / 4 ' t l - 2 0 x 1 • S . S . M . S . 0 : s • 0 . C . \ I E R 7 1 C 4 l l . Y W / 1 / 2 " ~ D I S T A N C E O R ( 2 ) / 1 0 x 1 1 / 2 " S . S . S . M . S . T O P . t 8 0 7 T O / . I ( T y p . A r E A C H B R A C l < F T ) S E C T I O N B - 8 ( B U I L D - O U T } S C A L E : J / 8 . = 1 • I ~ o r g : = J 7 / 2 " M i n . I A S S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R / h L I E c O , N c . \ A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 4 2 6 6 W E S T R O A D S D R I V E W E S T P A U t / B £ A C H , F L J S - 4 0 7 P H O H £ : ( 8 0 0 } 4 . ! 2 - 2 2 0 4 F A X : ( 5 6 r ) 2 0 9 - 8 J 8 0 " · " · M A I V N 8 ' 1 ' : 7 / 2 / 2 0 2 0 D A T E : T I L L J T T E S T I N G . t E : J I G I N £ £ R I N G C O M P A N Y U S S " · " · ' 6 t h . s t , S > o • . J Q > . . , , . . , . . . _ . . . . . _ 1 U > ' 1 I Q 4 ; J J ! 6 1 l P l l a n o . - ~ ! i ) a 7 ! - l $ S O . ; . , . - ( : J 0 / ; ) 8 7 t - ! S . , 1 e - m o i l : l i l l e e o O o o l . c o m C A - 0 0 0 6 7 1 9 , m , . , . . I - I / > O T I J l < V . H , I - I . , . , . , 2 0 - 1 6 7 D R A W I N G N o w A L l l " R A n w r J r . • P . £ . F l . O R / D A L i e . / 4 4 1 5 7 1 - - . : . . ; - - 4 : - . : : 0 I . 0 : : : . . . . : . . : ; ' 1 . . . ; - 1 c : . ; 1 - ' : . _ . j : ! . : : ~ h n m o t = + - l . . . : : ~ ~ : - - = - - . . . ; : 1 - - = - - l S H U T . J O F J J v-£XIS71Nv Cl.ASS I I I I I I I Al.. TERNATr,1£; LOCATION I r-FDI? ® I ✓-< (1) J/8' POWER I / ~) F,' BOLT II'/ I 1/2" Min. I / ', £MB£DMNT TO t , POUREI) CONCRETE I .J M" I I I 1 • I I -~ I I ~ L~ • l. ., E.D. E.0.-[ _ (I) .J/B" POWF:R 8<JL ANCHOR W/ I t/2" Min. EMBEDMENT ro POURcD OR CONCRETc BLOCK WALL. /, @OR(@ Cont. .,, // // (( \ \ \ \ \ \ \ \ 0 fACH JANi° \ .t MULLION \ \ LOCATION \ 1/4" 11-20 THUMB SCRE:.W -> 1/4' t1-20 BOLT W/Nlff 1--SC£ S C H £ D U I . £ O N ; SH£F:r 9 F O R M i l l . [ SEPARA T I O N T O G L A S S I I EXISTING GLASS~ I I I I C o n t . C o n t . r 0 C o n t . P O U R W C O N C R E : T E : R £ Q U / R c 0 ~ T N ' C O N A N C H O R S " \ . ( S f f S C H £ D U l £ O N S H f f T 9 ) E X / 5 7 / N G I w s s ~ L 5 £ £ S C H E D U L E O N I S H £ £ T 9 F O R / J i n . I S E P A R m o N r o o w s I @ O R @ C o n t . C o n t . I - 0 C o n t . @ O R ( @ / C o n t . C o n t . v - E ) ( / S 7 1 N G G L A S S , _ _ _ _ _ 5 £ £ S C H E O U L £ O N - - - - 1 1 1 S H E U 9 F O R M , ' n . S E P A R A T I O N T O G L A S S C o n t . C o n t . C o n t . @ O R @ C o n t . C o n t . , . x , . x . 1 2 s · C o n t . A l u m . \ _ C L O S U R E A N G / . £ . { 6 0 6 3 - T 6 A U . O Y , l A L L O Y ) W / J / 1 6 - A l u m . P O P R M T f > 1 2 " o . c . T O @ O l i ' @ ) ( 2 ) 1 / 4 " 1 1 - 2 0 x 1 • S I D E W A L K / J ( J L T S / N r o ( 2 ) , 1 . / 4 . f l - 2 0 R / ' > I N U T S £ A C H ( Q ) 1 · x , . x . 1 2 5 " C 0 / ' 1 1 . A l u m . C L O S U R E A N G / . £ ( 6 0 6 J - T 6 A L L O Y ~ W J / 1 6 " , A l u m , R ~ o 1 2 • O . C . T O C O R O 2 • x . J " M a x . 1 1 • 1 2 5 • 0 SECTION C -C (WALL MOUNT) S E C T I O N C - C ( W A L L M O U N T ) C o n l A l u m . B . 0 . T U B £ , . . _ _ _ _ _ _ ( 1 ) ~ - · ~ · u w . M 0 . w ~ · ~ ( 6 0 6 . J - T 6 A L L O Y ) _ _ _ _ _ _ , : 1 ~ , , . . , / , _ , . S E C T I O N £ - £ ( B U I L D - O U ~ " ' ' ! ? ' - \ ; • • • . ; • • • ; • • . ' , r . . . ~ S E C T I O N D - D ( B U I L D - O U T ) NON HURRICANE POSITION (74 m.p.h. WIND SPEED) I SCAJ..£: J/8""" 1• Ir D<r.mNC Gt.ASS I ✓ AL"TFRNAT1V£ LOCAllON I -FOR@ /~, I ,, \JF' (1) TAPCON ANCHOR / ', TD POURED COflCRUc I ( ' REQ'D. I~ ..!:__-_ I /1 ✓ //": ... I !_1/_~ I I 1 I 1 1 I I L J Cont. Cont. 1/4' 1-20 BOLT W/N/Jr HU R R I C A N E P O S I T I O N S C A I . E : J / 8 " - t • 0 . 0 5 0 0 ( r y p . ) H U R R I C A N E P O S I T I O N S C A L E : J / 8 . = 1 M H U R R I C A N E p o s 1 T , 0 N f ~ . - - · · 0 c E N s ~ > - 1 \ ' 0 . 8 7 5 0 0 \ r o . 0 • 9 0 r , y p . J 0 . 9 0 1 9 - = © = f 1 . 0 0 0 0 t . O ! I S · - 1 1 - - ~ . o s 2 0 , . 1 2 5 0 s C A L E : . J / s · = 1 · ~ . - N · . L l l - . - ~ : " 0 . 4 4 1 6 7 · ; o . a r 7 0 0 I ~ ~ * · * . j _ . 1 8 7 0 0 . 2 5 1 . i a 7 o . . . . _ Q - : ; * o . 3 8 0 0 o . 3 s o Q L _ _ _ _ _ _ _ _ _ J _ ~ \ S T A T E O F / o : : . . . t i I T T 1 1 ~ o · . ; : - . L o I ) " - . . , ~ ~ r - - r o . 9 . . a o f - - t . 1 s o o - t ~ ~ · • . . . R l r _ . . · · ~ - v , $ \ \ \ \ \ \ \ \ \ EACH JAMB \\ I.I~ \) Ol?@Co n t . ® . s z s • S £ R R A T £ D T U B E © I N S / 0 £ A R I . I 6 0 6 . J - T 6 A L L O Y S C A / . £ : 3 / 8 • - t • (3)#10 1< I v r S . M . S . - - - - - - - - - - N O T E : E . D . " " J 1 / 2 " M i n . ALTERNATE SECTIO N C ' - C ' ( W A L L M O U N T ) NON HURRRICANE POSITION S C ' J . £ : J / 8 • . . t • " i : i 5 ' • . . · : : · ; . _ ~ ' 0 . " ° : \ . . . 1 " S E R R A T E D T U B £ @ ) C A M £ L B A C K H I N G £ n O R I O A B U I L D I N G C O D E N o n H l i h v i l t , . 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D R A W N B Y : 7 / 2 / 2 0 2 0 D A 1 T : / h L I E c o 1 " c _ \ A M E R I C A N S H U T T E R S Y S T E M S A S S O C . . I N C . _ _ 4 2 6 8 w c s r R O A D S D R I V E : n L L I T T C S T I N G I r £ N G / N £ £ R I N G C O M P A N Y W C S T P A L M I K A C H , F L . J J 4 0 7 i - - - - - - 1 1 3 5 5 " - " · . , . . . _ s t , $ t o . J W . - - n . O R ! D A : , s r e o P H O N E : ( 8 0 0 } 4 : S Z - 2 2 0 4 , , . _ ' F - : ; ; r , - • ~ ~ g ' : ' a ~ t : ~ 7 1 - r . u , F A X : ( , 6 1 ) 2 0 9 - 8 : S B O C A - 0 0 0 6 7 1 9 R i V , N . _ , , . , , M v . N P / J E S C J l f l " l 1 0 H A O < 2 0 - 1 6 7 D R A W I N G N o W A L r r R A . 1 1 L L I T J r , , P . £ . O t D 1 1 - 1 1 4 • F l . O R / D A U c . / 4 4 1 6 7 S H E C T 5 O F J 3 POVRED CONCRETE RcQVIRED ------,. '\ r,7 E. o.~.-,.....l;j TAPCON ANCHORS (SC£ SCH£DUL£ ON SHEIT 9) ___ ..., COllt. I I j I I I D<ISTING I GUSS~ , I I SEE SCH£DUL£ ON -SHEET 9 FOR r MIN. SEPARATION TO GIASS I I f(.4;_ 'c.2i/~f. t20 lx 2" S. S. /rt. S. FULL I LEN(ml (LOCA7F ALWA I'S AT LEAST TWO BOL1S 1 • I AT E:ACH SIDE OF /NTFR/0 I MULLION. Sff £1/YATION ON SHEET :; F"OR I BOI.T LAYWT). I I I I I I POUR@ _J CALX-IN ANCHORSJ : E, 0,--,,...,,... CONCRcTE (SEE SCHEDULE OW U MQUIR£D SHffT" 9} SECTION F -F HURRICANE POSITION SCALE: 3/8" = 1" (TRAPPED MOUNT) Cont. (J ) 1 / 4 " I J - 2 0 x 2 • S . S . M. S . W / 7 / 8 " x : J / : J 2 " WI N G N U T O . : s • 0 , C . 11 £ R T / C A L L Y W / 1 / 2 " E v « DI S r A N C E T O P . t 8 0 7 T O M {1y p . A T E A C H B R A C K E : T ) , O R 0 (1 ) 1 1 0 x ½ - l t 2 A . s : S.I J . S . T O < J J , . , R f . i ! J S E C T I O N G - G ( T R A P P E D M O U N T ) H U R R I C A N E P O S I T I O N S C A L E : J / 8 " = 1 • N O T E : £ . o . = J 1 / r M i n . ( J ) C A I . . J < - I N A N C H O R S ( S E E S C H E D U L E O N S H f f T 9 ) - - - - - - - - - - - = 1 1 1 I I - - - - - - - - - - - - - - - - - - ~ I I I I I i - - - - - - - - - - - - - 1 - - - - - - - - - - 1 1 1 I I I I l l I I I l h - - - - - - , - - - - - - - - - - d I I I I f _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - _ : @ i l L 1 - - - - - - - - ~ _ _ _ _ _ _ _ _ _ _ j I I T T 1 I l l 1 1 I I l l I I I : ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ : : : : ~ ~ : : ~ ~ ; ~ ~ : : ~ ~ : l : : - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - _ - _ - _ - _ - : _ - - : _ ~ 7 1 1 I I I I l l I I I - - - - - - - - - - 7 1 1 I I I = = = = = = = = = = = = = = = = = = ~ = = = = = = = = = = = - - H i = # ~ = = = = = = = = = o = = = = = = = = = = = = = = = = = = = = 1 1 1 H I - - - - - - - - - - 1 1 1 I I I 1 - - - - - - - - - - - - i - - - - - - - - - - ~ I I I I I t I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ f l I I I I o R Q ) D E T A I L 2 W A L L M O U N T . S C A L E : v r = 1 » - - - - - - - - - - I - - - - - - - - - - - - - - - - = 1 1 1 I I 1 - - - - - - - - - - - - 1 - - - - - - - - - - i l i I I I 1 - - - - - - - - - - - 1 , - - - - - - - - - J I I I I I S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - · - - - - - - - - - - - - - - 1 - - - - - - = = = : = = = = = = = ~ = - - - = = = = - - ~ - - ~ = = = = = = ~ = = = = = = = = = = = = = = : = = ) < > = = = - - - - - - - t - - - - - - - - - - - - 1 - - - - - . J / 4 " D E T A I L 3 T R A P P E D S C A l £ : 1 / 2 " - t • ~ - ' , J / 4 • : . . , " l ' ~ N O R @ ( J ) C A L K - I N A N C H O R S ( T y p . c , I , B R A C K U ) • ~ ( J ) / 1 0 x 1 1 / 2 " S . M . S . ( T y p . £ A B R A C K F : T ' ) ( 3 ) C A U < - I N A N C H O R S ( T y p . 0 . B R A C K E T ) F L O R I D A I J t J l l l } / N ( } C O D £ ( N o n H i g h V e l o c i t y H u r r i c a n e Z o n e ) C O M B I N A n O N D R A W I N < ; : 0 2 0 2 0 T I L I £ C O , I N C . / h L I E c o I N C . \ T / L L I T T E S T I N G & C N G I N £ £ R I N G C O M P A N Y U 5 S N J « _ , . , , . s t . $ : I O . , - - G W l l l O i l t F I D t f l D A J J > . . . . - , . , . , , . , ( . 1 0 5 J P • - • = . ~ : ( . J I J 5 ) 6 T r - r 5 ' 1 e - m o ; I : t i l t e c o O a o l . c o m C A - 0 0 0 6 7 1 9 W A L ~ A . T I L U T J r . , P £ . F L O R I D A L i e . J 4 4 1 6 7 / E X T R U D E D 8 E R 1 H 4 8 W W o 4 S H U T T E R ( S H E E T S 1 ' 1 H R f J 9 O T J J ) A S S 4 B E R T H A C O U J N W . S H l m E R 1 0 1 H R U 3 3 O F 3 J A S S A / £ X T R U D £ D 8 £ R T H A B A H A M A S H U T T E R A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 4 2 6 6 w c s r R O A O S D R l v t w t t 1 " P A L M B E A C H , F l . . J J - 4 0 7 P H O N F ' : ( B O O ) ' - l 2 - 2 Z 0 4 F A X : ( 5 6 1 ) 2 0 9 - B J B O " ' " ' M . P . D R A W N B Y : 7 / 2 / 2 0 2 0 D A T E : 2 0 - 1 6 7 O R A W I N G N o 1/4" II/ lAG SCRcWS O e• 0. C. W r 1/2" Min. THREADED PENE:mATION ro £X1SnNG WOOD HEAOF:R. ont. 1 / 4 " f l L A G S C R £ W s f l 6 " 0 . C . W 1 1 / 2 " M i n . T H R E A D E D P c N f J R A T / O N T O £ X J S T J N G W O O D C o n t . C o n t . C o n t . 1 / 4 " I l l I . A G S C R £ W S O 6 ° 0 . C . W 1 1 / 2 " M i n . T H R V ! D £ D P E N I T R A I S T 1 N G W O O O H E : A C a n t . C o n t . 1 / 4 " f l L A G S C R E W S O 6 " 0 . C . W I 1 / 2 " M i n . T H R E A D E D P E N U R A T / O N T O E X / S r ! N G W O O D H E : A D m . 2 · x . J " 1 1 • 1 2 5 " C o n t A l u m . T l / B E , - - - - ( 6 0 6 . 3 - T 6 A L L O > : ) C o n t . D<ISnNG GIASS E:X/snNG GiASS ---,.--..[ ,-:, L 1/4" fl-20 THUMB SCREW '-----1/4" ¢-20 BOLT W/NUT _.L_L---,ll+~-.lll!.L.l.~------(2) 1/4 • • LAG SCl<EW IVOOD STUD 0 24" 0. C. REQUIRED AT £4CH STUD (MIDWIDTH OF sruo. 2• Min. NOMINAL) AND W/ 1 1/2" M.-n. THRE:AOED PENETRATION INTO EXISnNG sruo. NON HURRICANE POSITION DETAIL: (74 m.p.h. OR LESS WIND SPEED) SCALE: J/8~ = I " E:'XISTING GLASS 1/4" ¢-20 THUMB SCREW 1/4• ¢-20 BOLT W/NUT (2) 1/4" ,s LAG SCRcW (2) J/16" ¢ Alvm. POPRIVUS 1/4" ¢-20 BOLT W/Nllr Cont. OR@cont. ( @ C o n t . ' - - - ( J ) / 1 0 x I 1 / 2 " S . l . ( . S . " ' - - - - - - - ( J ) 1 / 4 - 0 f l - 2 0 E L C O m a l e / f e m a l e P A N E i . M A T £ W / 1 7 / 8 " M I N I M U M P E N I T R A T I O N A T M / O W / D l H O F E X I S T I N G W O O D P I A T E . . , A L T E R N A T I V E 1 H U R R I C A N E P O S I T I O N S C A L E : 3 / 8 " = 1 • S f f S C H E D U L E O N S H ~ 9 F O R M I N . S E P A R A T I O N T O G i A S S A L T E R N A T I V E 2 H U R R I C A N E P O S I T I O N S C A L E : 3 / 8 " = 1 n ( @ C o n t . 1 u X • 1 2 5 ° C o n / . C L O S U R E A / o l G L E - T 6 A l . L O Y } W / J I A l u m . P O P : t ; o . c . . . . . . £ ) ( ! S T I N G G l A S S ~ S E E : S C H E D U L E O N S H £ I T 9 _ _ F O R M I N . S E P A R A T I O N T O G L A S S x . 1 2 5 " C o n t . A l v m . E A N G L E ( 6 0 6 3 - 7 6 A U D Y ) 1 6 " i i A l ' : ! ! , ! _ . P O P R I V I T S O . C . r o ¼ ) O R @ • 1 1 / - 2 0 x I • S I D E W A l K I N r J [ & 1 / 4 • 1 1 - 2 0 2 • x J " M o x . x . 1 2 : , • C o n t A J 1 J m . B . 0 . T U B E { 6 0 6 J - T 6 A U O Y ) . . _ _ _ _ 1 / 4 " I I L A G S C R E W S O 6 ° 0 . C . W / 1 1 / 2 " M ~ " n . _ T H I ? . Q P F N E I R A T I O N . J ~ ~ . I . P L A T E . . . _ , , . . , ; , ; , { f [ . 1 r / 1 ; , . ~ . . . . . . ~ \ , ' , . . . . . . . . . . < . / ) ' - , , . , A l T E R N A T I V E 3 ~ ~ . . · · \ G E N · · . . v . : H U R R I C A N E P O S I T I O N ~ _ . · \ , : $ ~ · . . . s c A L E : J / s ~ = 1 " ~ ~ : N o . 4 4 1 6 7 W A U M O U N T I N G I N S T A L L A T I O N & B U I L D - O U T ~ : * _ - S E C T I O N A I ~ - p _ ' - . _ S T A T E O F / j I N S T A L L A T I O N D E T A I I S O N E X I S T I N G W O O D B U I L D I N G S ' \ ' * - ' • . / i O A I D ~ / ~ ~ " ~ ~ ' • . . 1. INSTAll.A T I O N S A R £ O N L Y V A L I D F O R I N S T A L L A T I O N S W I T H M A X . A . S . O . D E S I G N PRESSUR E R A T I N G L E S S O R E Q U A L T H A N + 6 2 . 0 , - 7 5 . 0 p . s . f . A N D M o x . S H U T T £ ~ SPAN AS P E R S C H E D U L E S O N S H U T 9 . 2. FOR NEW W O O D F R A M E C O N S T R U C T I O N : W O O D M E M B E R S T O B E S O U T H E l ? N PINE No. 2 , W / S P E C I F I C O t H S I T Y O F 0 . 5 5 O R E Q U A L . 0 2 0 2 0 T I L T f C a , I N C . I h L I E c o I N C . \ T I L L I T T t : S T I N G 4 r E N G I N E E : R I N G C O M P A N Y F L O R I D A / J I J I U ) / N G C O D E ( N o n H i g h V • J o ' ' ' ' C O M B t N A n O N D R A W I N G : , , , , , 1 1 . t . u 1 1 1 u l \ \ \ \ / E X r R U D E D B £ R 7 H 4 S W W A S H U T T E R ( S H E C T s 1 ' T H N U 9 O F J J ) A S S 4 B E R T H A C O i . f J N I A L S H l R T E R ' S H E E T S 1 0 1 H R U J J O F 3 3 A S S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R A M E R I C A N S H U T T E R S Y S T E t . t S A S S O C . , I N C . A I . P . D R A W N E f Y : 7 / 2 / 2 0 2 0 l l 4 7 F : 2 0 - ( 6 7 AT EACH ST/JO (MIDWIOTH OF STUD. 2• Min. NOMINAL) AND W/ 1 1/2" Mir,. THR€A{)EO PCNURATION INTO £XJsnNG STUD. ALTERNATE NON HURRICAN E P O S I T I O N D E T A I L SCALE: 3/8• = 1 " I U 5 S N . W . : , s / 1 > . S t . ~ - J u 5 ; - - " - " " " " " - " 1 6 6 " " " " " : ( - ) 8 7 ' - I S J O . F o r : ( J D S } W l - 1 $ J 1 e - m Q i l : t i l t e e a O a o l . c o m C A - 0 0 0 6 7 1 9 W A L 1 E R A . n L L I T J r . , P . £ . 4 2 6 8 W £ S T R O A D S D R I V E W i " S T P A L M B E : A C I I , F L . : J J 4 0 7 P I I O N C : ( 8 0 0 ) 4 : 5 2 - 2 2 0 4 F A X : ( 5 6 / ) 2 0 ! J - 8 J 8 0 D R A W I N G N o F L O R I D A L i e . / 4 4 1 6 7 z 1/4" ,i LAG CREWS O 6" 0. C. I/ 1 1/2• Min, 'READED PE:NETRA TION ® Cont. WOOD TRUSS£$ OR RAFTtR 0 24" 0. C. RroUIREJ) SEE SCH£DUI.£ ON SH£r r 9 FOR WNIMUII SEPAP.AT/ON TO GtASS 1/4" --20 R/VNI.IT § g• 0. C. W/ 1/4" /1-20 IC 2• S. S. M. S. __ ...,._ FULL LENGTH (LOCATE ALWAYS 2 • x 4 " W O O D S T U D S R E Q U I R E D O C O R N E R ( r y p . ) ( J ) 1 / 4 " ¢ E L C O f e m a l e P A N £ L M A T £ W / 1 7 / 8 " M i n . - - . . . . _ _ T H R E A D E D P E N E T R A T I O N . " - . , . C o n t . J / 1 6 " t i P O P R I V E T t i 6 " O . C . ( 1 P E R B L A D £ ) 0 R E A R O N L Y \ 2 · x 4 • W O O D S T U O S R E Q U I R E D O C O R N E R { T y p . ) ( J ) 1 / 4 " t i E L C O f e m a l e - - P A N £ L M A T E W / I 7 / 8 " M i n . T H R E A D £ D P E N E T R A T I O N . . . . , ' . . . ( / f ) O R @ ' . \ . , . . . - 1 , r l 1 4 x J / 4 " s . s . J / 1 6 " - P O P R M T O S . M . S . 0 g • D . C . ~ F ) ~ ® ~ • f E A ~ · J ~ L : m S I A D ~ ) ( ] ) O R Q ) \ r i . ( J ) J / 4 " 1 1 - 2 0 R N N U T S w / 1 l I / 1 0 / 3 : . S Q ) O R ( : J ) 1 / 4 " 1 6 - 2 0 x 1 1 / 2 " s . s . s . M ~ - ' r J ( . ! ) O R J I I . I . s . t i 3 • 0 . C . V E 1 i ' 1 1 C A L L Y d , 1 P ' W / t / 2 " E D G E D I S T A N C E C o n t . ( } ) C o n l . . , . . . . G O R @ ~ O R ( 2 ) # 1 0 x 1 1 / 2 " / J O R r ] , 1 . t s . ~ ~ - s . . M . S . T O P & : B O T T O M . : _ , , t \ : : ! , ) T O · . J J O R l . , ! J ( T y p . A T £ A C H B R A C K E T ) S E C T I O N A - A { W A L L M O U N T ) 5 C A L £ : 1 / 4 " = = 7 n 1 / 4 " 1 - 2 0 R N N U T t i 9 " 0 . C . W / 1 / 4 " t l - 2 0 x 2 " S . S . M . S . C o n l F U L L L E N G T H { L O C A T E A L W A Y S A T L E A s r 7 W O B O L T S 1 • A T £ A C H - - + - S I D £ O F I N T f f i / O R M U L L I O N . S E E " 2 " x 4 " W O O D S T U D S - - - - - ~ R E Q U I R E D O C O R N E R 1 f ' O R ~ { T y p . ) \ , l 7 ) \ ! l . . V / £ 1 . ~ A T I O N O N S H £ I T S O F 9 F O R / B O L T / . A Y O U T ) ( J ) 1 / 4 " t l - 2 0 x 2 " / M . S . W / 7 / B " x J / J 2 " ( i : ' \ F e o n t • W I N C N U T o : r o . c . j # 1 0 " I 1 / ? : . , s . , S . , . S . M . 5 . T O V J O R ( . , ! j \ I O R 0 I 1 0 X I 1 / 2 " , _ _ S . ½ , S - ~ s . T O \ J ) O R ( . , ! j S E C T I O N B - B { W A L L M O U N T ) S C A L E : 1 / 4 " = 7 " ~ ) O R ® 2 • x J J / 7 6 " ( M o x . ) x t / 8 " C L O S / J R £ A / ~ m . A N G L E ( C o n t . ) ( J ) 1 / 4 " t l - 2 0 R M I U T S W / ( . J ) 1 / 4 " t l - 2 0 K I 1 / 2 " S . S . M . S . 0 J " 0 . C . V F F 7 T I C A I . L Y W / 1 / 2 " E D G E D I S T A N C E O R ( J ) / 1 0 x 1 1 / 2 " S . . M . S . T O P « B O T T O M ( r y p . A T E A C H 8 R A C K I T ) AT LEAST TWO BOLTS 1 • AT EACH SID£ OF /Ni£RIOR I.IUWON. SEE ELEVAnON ON SHEET 5 OF 9 FDR BOI..T lAYOUT) . , . , . , . . . , . . . _ , _ , 1 · 2 x 6 " W O O O 0 £ C K V E R T I C A L L Y W / 1 / 2 " E D G E _ . . . , . i - - R E Q U I R E D D I S T A N C E T O P & : B O T T O M 2• x 6" WOOD DE'CK REQUIRED { T y p . A T E A C H B R A C K I T ) - - - - £ [ ) ( ; £ D I S T A N C E I F A P P L I C A B L E . 1/4" ti LAG SCREWS O 6° 0. C. W/ 1 1/2" Min. THR£ADcD PENETRATION. 1 - , · 1 / 4 " t i L A G S C R E W S O 6 " 0 . C . W / I 1 / 2 " M i n . T H R E A D E D P E N E T R A T I O N . ALT£RNA TIVE 4A ALTER N A T I V E 4 8 FLOOR/CEILING MOUNTING INSTALLATI O N -SECTION A SCALE: 1/4" = 1" INSTAT.T,ATION D E T A I I S O N E X I S T I N G NOTES : t. IHST"ALLAT/ONS ARE ONLY VAUD FOR INSTALLATIONS WITH MAX. A.S.O. DESIGN PRESSURE RArlNG LESS OR EOUAL THAN +62.0, -75.0 p.s.f. AND ltlax. SHUTT E R SPAN AS PEFr SCHEDULES ON SHEET 9. z. FOR NEW WOOD FRAM£ CONSTRUCrlON: WOOD I.WtlBERS TO BE SOUTHERN PIN£ No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL j _ _ O R ( } ) ( 7 ) / 1 0 X 1 , , . ? _ / 2 ~ . S . S . M . S . T O 0 0 R v / . . J ® ( J ) 1 / 4 . I I f : L C O f e m a l e - - - - ~ / P A N E L M A T E W / 1 7 / s · M i n . T H R E A D E D P E N E T R A T I O N . S E C T I O N G - G ( F L O O R / C E I L I N G M O U N T ) S C A L E : 1 / 4 " = 1 " W O O D B U I L D I N G S R . O R J D J . I J I J I L D I N ( J C O D C ( N o n H H u r r l c a n • Z o n • 0 2 0 2 0 T I L T E C O , I N C . / h L I E C 0 1 N c . \ T I L L I T T E S T I N G 6 : E N G / N £ £ R / H G C O M P A N Y U S S N . W . J \ ! 1 1 1 1 . $ 1 . , s , . . . , a , ; - G V i l 1 < M ' i . l ' l D " O I J . J I S S - , ( ~ 1 1 - 1 5 , J I ) . , . . , , : ~ ) I n , - , . . , , e - m o i l : t i l t e < : o @ o o l . c o m C A - 0 0 0 6 7 1 9 W A L T E R A . T l l l / T J r . • P . E . F L O R I D A U c . / 4 4 1 8 7 C O M B I N A T I O N D R A W I N G : / E X T R U D E D B E R T H A B 4 H W 4 S H l f l 7 F R { S H E E T S 1 7 H R U 9 O F J J ) A S S 4 B £ R T H A < X J L O N W . S H U n E R 1 0 T H R U 3 J O F . J J A S S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 4 2 6 8 w c s r R O A D S D R I V E W E S T P A L I , / I I C A C H , F L . M 4 0 7 P I K » / £ : ( 8 0 0 µ ! ! 2 - 2 2 0 4 F A X : { t s 6 r } Z o 9 - B J 6 0 . . , , . ! 1 . P . D R A W N B Y : 7 / 2 / 2 0 2 0 D A T E : 2 0 - 1 6 7 O R A W I N G N o SCH£DUL£ # 1 S C H E D U L E # 1 A MAXIMUM SINGLE UNIT FOR A CORRESPONDING A.S.D. DESIGN PR£SS U R £ R A T I N G A N D M A X I M U M M U L T I P L E U N I T F O R A C O R R E S P O N D I N G A . S . D . D E S I G N P R E S S U R E R A T I N G MOUNTING TYP£ BAHAMA SHUTTER TYPE MAX. A.S.D. DESIGN PRESSURE ALTERN4TE 510£ BRACKET SINGlf UNIT EL(VATJON C4SC H : T1W'PfD T O P / 8 ( Y 1 7 0 l , I + S10ES ( S H t E : r 6 ) . -w MAXIMUM SPAN "L" (IN) A N D M O U N T I N G T Y P E B A H A M A S H U T T E R T Y P E M A X . A . S . D . D E S I G N P R E S S U R E 0 I S E " I : ~ + " ' 4 L L / I I O I J N T O R T 1 W ' P ! V A T S I D £ S J I s M U L T I P L E U N I T E L E V A T I O N O I S E H : T R A P P E D T O P / 8 0 T T O M + S t O E S ( S H t r r 6 ) - . J I M A X J M U M S P A N " L " { I N ) - . J RATING (p.s.f.) MAXIMUM UNIT MI N I M U M S E P A R A T / O N ro G L A S S { I N ) R A T I N G ( p . s . f . ) M A X I M U M U N I T W / 0 S I D £ B R A C K E T W / S I D E B R A C K E T I N T f R I O R M I J L L J O N M I N I M U M S E P A R A T I O N AND CASE # WIDTH "W" {IN} W/0 SID£ BRACKET W/ SIDE BRACKET A N D C A S E # W I D T H " W " ( I N ) T Y P E R E Q U I R E D T O G L A S S ( I N ) CASES I &: II +56.0 , -63.0 CASES I &: II +75.0 , -100.0 SCHEDULE# 2 42" 42" 52" N/A N/A 96" C A S E I J 1 / 8 " + 5 0 . 0 , - 4 3 . 3 3 6 C A S E I + 6 2 . 0 , - 7 5 . 0 3 6 C A S E I f + 6 2 . 0 , - 7 5 . 0 J 6 LIMITATIONS FOR SINGLE AND MULTIPLE UNITS BAHAMA SHUTTER'S U N I T W I D T H ( I N ) . S P A N L ( I N ) A N D CORRESPONDING MAXIMUM A.S.D. DESIGN PRESSURE RATING {p.s.f.) F O R T H £ I N S T A L L A T I O N O F S I D £ & S i l l B R A C K E T S INTO CONCRETE & MASONRY BUILDINGS BY MEANS OF (3) 1/4" J6 x 7 / 8 " C A L K - I N A N C H O R S * MAXIMUM NEGATIVE SINGLE UNITS M U L T I P L E U N f T S A. S, 0. DESIGN SID£ & SILL BRACKETS •• S I D E & - S I L L B R A C K E T S • • PRESSURE TO CONCRErE TO BLOCK T O C O N C R E T E T O B L O C K RATING (p.s.f.) Max. -w· Mox. "L • Max. "W" Max .• L" M a x . " W " M a x . " L • M a x . ' W " M a x . " L " -55.7 42R 96" 42" 96" J 6 1 / 2 " 8 4 " J 6 " 8 4 " -65.0 42" 96" 42" 96" 1 / 2 " 8 4 " . 3 6 " 7 2 " J 6 3 1 " 8 4 " 42" 96" 42" 96" J 6 r / 2 " B J " 3 6 1 / 2 " 6 2 " -75.0 2 7 " 8 3 " -83.0 42" 96" 42" 96" N / A N / A N / A N / A -100.0 42" 96" 42" 63 N / A N / A N / A N / A 36" 73 FOR ELCO PANELMATCS ((J) 1/4" II W/ 1 7/8" PEN£TRAT10H) US€l) AT SILL & SID £ B R A C K E T S F O R I N S T A L L A T I O N S I N T O W O O D . S £ £ S C H E ' D U L C S , , & , IA F'OR SHUTTER SIZE'. . 1 i m i l i m " . 1 . IN ANY CASE, MAX/Ir/UM ·W" It .L" VALUES Ir/ CORRcSPONDING A.S.D. 0£5/GN PRES S U R E R A T I N G S H A L L N O T E X C E E D , ~ . ~ - ~ ~ ~ l ; D ON SCHEDULCS I 1 & 1A. , $ ' - ~ ~ - - · · " ' E N S · - . . ~ ~ ~ . · ' - \ v · r - • • . ~ ' t y r . . . . . • , i . N o . 4 4 1 6 7 l ~ ~ ~ ~ 2 ~ = ~ ~ ~ s : * ~ * : : . - S T A T E O F - ' ! } 5 E : , . - $ . · ~ ' 1 / 2 " v 2 · 1 / 2 " 7 2 1 / 2 " N / A A 1 2 1 / 2 " N / A 8 3 " A 2 2 3 / 8 " N / A 8 4 " A 2 2 3 / 8 " S C H E D U L E # 3 M A X I M U M A N C H O R S P A C I N G A T T O P F E M A L E H I N G E S @ • © , O R @ A S W E L L A S S I L L A N G L £ @ A T B O T T O M ( A S A P P L I C A B L E ) F O R I N S T A L L A T I O N S I N T O P O U R E D C O N C R E T E H E A D E R S A N D S I L L * * * M A X I M U M A . S . D . S I N G L E & M U L T I P L E U N f T S D E S I G N P R E S S U R E R A T I N G { p . s . f . ) T O P & B O T T O M T O C O N C R E T E A L L P R 5 S U R E S C O V E R E D 9 " O . C . T O P & 7 " O . C . B O T T O M . I N S C H E D U L E I 1 & # 1 A * * * S t £ S H E E T S 7 & - 8 F O R A N C H O R S P A C I N G F O R I N S T A L L A n O N S I N T O W O O D F R A M E : B U I L D I N G S . H u r r l c a n • z o , , . ) C O M B I N A n o N D R A W I N G : / E X 1 R U D E I J 8 £ R T ' H A B W W A S H U T T E R ( S H E £ 1 S 1 T H R U 9 O F J J ) A S S 4 B E R T H A C O L t J N I A L S H t m E R 1 0 1 H R U 3 3 O F 3 3 0 2 0 2 0 T I L T C C C , I N C , A S S A / £ X T R U D £ D B E R T H A B A H A M A S H U T T £ R o : . : ; / f f : 7 / 2 / 2 0 2 0 G A I F : / h L I E c o , " c . \ A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . _ _ 4 2 6 8 W C S T R O A D S D R J V C T I L U T T E S T I N G a : £ N G I N £ £ R I N G C O M P . A N Y W E S T P A L U B C A C H , F L . J . J . f 0 7 1 - - - - - - - 1 f ! I J 5 5 " " ' · . , . . . _ s t . • . s : r . . J O . : . - - F l . 0 / f J D A . J J r . . P H O N E : ( I J D O ) ~ Z - 2 2 0 4 P n o , , . 1 ~ / 4 : t ' t i r e ~ : o o i ~ : : r - , s . J r F A X : ( 5 6 1 ) 2 0 9 - 8 . S B O C A - 0 0 0 6 7 1 9 I I E Y . . . - . . . , , N o _ , , , , . , A O ' ! ' 2 0 - 1 6 7 D R A ' N f N G N o W A L 1 E 1 ? A . T I W T J t . • P . £ . t l l U I 1 1 - 1 1 • 1 F l . O f / l D A L i e . I 4 4 1 6 7 1 S H C C T 9 O F J J GENERAL NOTES: 1. COLONIAL SHIJTT£R SHOWN ON THIS PRODUCT EVALUArtON DOCUMENT (P.E.D.) HAS B E E N V E R / F ' / £ 0 F O R C O M P L I A N C E I N ACCORDANCE WITH TH£ 2020 (7th EDIT10N} OF THE FLORIDA BU/LO/NG CODE. THIS COLONIAL SHUTTER SHALLJJJJl. BE INSTALLED AT HIGH VELOCITY HURRICANE ZON E S ( M I A M I D A D E / B R O W A R D C O U N T Y ) . DESIGN WINO LOADS SHALL BE DETERMINED AS PER SECTION taol OF TH£ ABOVE M E N T I O N E D C O D £ , FOR A BASIC WIND SPEED REQUIRED BY TH£ JURISDICTION WHERE SHUTTCR Will BE I N S T A l l f O . USING ASCE 1-,S AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE R A T I N G S INDICA1TIJ ON SHEETS 13, 14, 22 -& 28. IN ORDER TO VERIFY THE ABOVE CONDITION, ULrJMATE DESIGN WIND LOADS DETERMIN E D P E R A S C C 1 - 1 6 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0 . 6 I N O R D E R T O COMPARE THESE W/ MAX. (A.S.O) DESIGN PRESSURE RATINGS INDICAT[D ON SHEETS 1 3 , 1 4 , 2 2 ! c 2 8 . IN ORDER TO VERIFY THAT ANCHORS ON THIS P.£.D., AS TESTED, WERE NOT OVE:RSTR E S S E D , A J ' J ¾ I N C R E A S E I N A L L O W A B L t STRESS FOR WIND LOADS WAS USEO IN THDR ANALYSIS. HOWEVER.FOR LAC SCREWS I N T O W O O D , A 1 . 6 0 W I N D L O A D D U R A T I O N FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. COLONIAL SHUTTER'S AD£0UACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VER I F I E D I N A C C O R D A N C E W I T H S E C T I O N 1609.1.2 OF TH£ ABOVE MENTIONED CODE AS PCR ATL REPORTS #0624.01-98R, #100 5 . 0 t - o o , # 0 3 0 9 . 0 1 - 0 4 A N D 0926.01-07 AS PER TAS-201, TAS-202 AND TAS-ZOJ PROTOCOLS 2. All ALUMINUM EXTRUSIONS SHALL B£ ALUMINUM ASSOCIATION 606.J-T6 ALLOY ANO T E M P E R , W I T H F y = 2 5 . 0 k s i M I N I M U M YIELD STRENGTH (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTAC T W I T H D I S S I M I L A R M A T E R I A L S S H A L L COMPLY WlrH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 3. ALL SCREWS TO 8£ STAINLESS STEEL 304 OR 316 A/SJ SERIES OR CORROSION RESI S T A N T C O A T E D C A R B O N S T E E L A S P E R DIN 50018 WITH 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &-SHALL C O M P L Y W / F L O R I D A B U I L D I N G C O D E SECTION 2411.3.J.4. -4. BOLTS TO BE ALUMINUM ASSOCIATION 2024-T-4 ALLOY AND TEMPER, ASTN A-307 G A L V A N I Z E D S T E : E L , O R A / S I 3 0 4 S E R I E S STAINLESS STEfl WITH 35 ksi MINIMUM YIELD STRENGTH. S. All ALUMfNUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED) S££ DETAILS F O R A P P L I C A B I L I T Y : (A) TO EXfSTING POUREO CONCRETE: (Min f'c= 3000 p.:s.i) -1/4"* TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BU/LDEX, INC. -t/4"~ x 7/8" CALK-IN ANCHORS AS MANUFACTURED BY DEWALT, INC. NOTES: A. I) MINIMUM £MBEOM£NT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 1/ 2 " ' . A.2) CALK-IN ANCHORS SHALL BE ENT/RELY EMBEDDED INTO THE POURED CONCR E T E . N O E M B £ D M £ N T I N T O S T U C C O SHALL BE PERMITTED. 1/4"/6-20 SCREWS USED SHALL 8£ 1 1/2" LONG MINIMUM SHOULD STUCC O E X I S T A N D 1 " M I N I M U M F O R W A L L S WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS 8£ F O U N D O N T H £ E X I S T I N G W A L L O R FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH TH£ MAIN STRUCTURE B E H I N D S U C H P A N E L S . A N C H O R A G E SHALL BE AS INOICAT£D ON NOTES A. I) .J: A.2) ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL: (Min. f'= 1500 psi) -1/4 "ti TAPCON ANCHORS AS MANUFACTURED BY I. T. W. BUIL0£X, INC. ( C ) T O E X I S T I N G W O O D ( M I N . S P E C I F I C G R A V I T Y , G = 0 . 5 5 M I N . ) F R A M E B U I L D I N G . A N C H O R A G E S H A L L 8 £ P E R F O R M E D B E Y O N D A N Y F I N I S H M A T E R I A L A T W A L L L I K E B R I C K V E N E E R , P L Y W O O D , S T U C C O O R A N Y O T H E R F I N I S H . - 1 / 4 " / 6 T A P C O N A N C H O R S M A N U F A C T U R E D B Y I . T . W . B U I L D E X O R 1 / 4 " 1 1 1 L A G S C R E W S { N O S 2 0 1 2 ) . U S £ T A P C O N A N C H O R S F O R I N S T A L A T I O N S W I T H S T O R M B A R S A N D U S E L A G S C R E W S F O R I N S T A L L A T I O N S W I T H O U T S T O R M B A R S N O T £ : C . 1 } M I N I M U M T H R E A D E D P E N E T R A T I O N I N T O W O O D F O R T A P C O N A N C H O R S O R L A G S C R E W S I S 1 1 / 2 " M I N . ( 0 ) A N C H O R S S H A L L 8 £ I N S T A L L E D F O L L O W I N G A l l O F T H £ R E C O M M E N D A T I O N S A N D S P E C I F I C A T I O N S O F T H E A N C H O R ' S M A N U F A C T U R E R . 7 , E A C H S H U T T E R S H A L L H A V E A L E G I B L E A N D R E A D I L Y V f S I B L E M A R K I N G I N S T R U C T I N G O W N E R O R T E N A N T T O S E C U R E S H U T T E R W I T H H E A D & - S I L L B R A C K E T S W H £ N U S E D W / 0 S T O R M B A R S O R T O S E C U R E S H U T T E R S W / S T O R M B A R S A N D S A F E T Y B O L T S D U R I N G P E R I O D S O F H U R R I C A N E W A R N I N G S . 8 . O W N E R T O B E F l £ S P O N S I B L E F O F l P R O V I D I N G A S U I T A B L E P U . T F O R M O f ? B A L C O N Y W J . I E N S E C U R I N G U N t r D U R I N G H U R R I C A N E W A R N I N G S . 9 . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H £ C O N T R A C T O R T O Y E R / F Y T H £ S O U N D N E S S O F T H £ S T R U C T U R E W H E R E S H U T T E R I S T O B E A T T A C H E D T O I N S U R E P R O P E R A N C H O R A G E . C O N T R A C T O R T O S E A L / C A U L K A L L S H U T T E R C O M P O N E N T C O G E S W H I C H R E M A I N I N C O N T I N U O U S C O N T A C T W I T H T H E B U I L D I N G T O P R E V E N T W I N D / R A I N I N T R U S I O N . C A U L K A N D S E A L S H U T T E R T R A C K S A l l A R O U N D F U L L L E N G T H . 1 0 . B E R T H A C O L O N I A L S H U T T E R ' S I N S T A L L A T f O N S H A L L C O M P L Y W I T H S P E C S I N D I C A T E D I N T H I S D R A W I N G P L U S A N Y B U I L D I N G A N D Z O N I N G R E G U L A T I O N S P R O V I D E D B Y T H E J U R I S D I C T I O N W H E R E P E R M I T f S A P P L I E D T O . 1 1 . S H U T T E R M A N U F , J , P T U R ~ ' S L A B E L S H A L L B E L O C A T E D O N A R E A D I L Y V I S I B L E L O C A T I O N A T S U R F A C E O F T H E C O L O N I A L F R A M E ( . _ f ) O R I N A C C O R D A N C E W I T H S E C T I O N 1 7 0 9 . 9 . 3 O F F L O R I O A B U I L D I N G C O D £ . O N E L A B E L S H A L L 8 £ P L A C E D F O R V E R Y O P E N I N G . L A B E L I N G T O C O M P L Y W I T H S £ C T I O N 1 7 D 9 . 9 . 2 O F T H C F L O R I D A B U J l l J I N G C O D E . 1 2 . ( a ) T H I S P R O D U C T £ V A L U A T I O N D O C U M E N T ( P . E . D . ) P R E P A R E D B Y T H I S E N G I N E E R I S G E N E R I C A N D D O E S N O T P R O V / O E I N F O R M A T I O N f O R A S I T £ S P E C I F I C P R O J E C T ; I . e . W H E R E T H E S I T E C O N D I T I O N S D E V I A T E F R O M T H E P . £ . 0 . ( b ) C O N T R A C T O R T O B E R E S P O N S I B L E F O R T H E S E L E C T I O N , P U R C H A S E A N O I N S T A L L A T I O N I N C L U D I N G L I F E S A F E T Y O F T H I S P R O D U C T , B A S E D O N T H I S P R O D U C T E V A L U A T I O N D O C U M E N T , P R O V I D E D H E / S H E D O E S N O T D E V I A T E F R O M T H E C O N D I T I O N S D E T A I L E D O N T H I S D O C U M E N T . C O N S T R U C T I O N S A F E T Y A T S I T E I S T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y . ( c } T H I S P R O D U C T £ V A L U A T I O N D O C U M E N T W i l l B E C O N S I D E R E D I N V A L I D I F A L T E R E D B Y A N Y M E A N S . ( d ) S I T £ S P E C I F I C P R O J E C T S S H A L L B E P R E P A R E D S Y A F L O R I D A R E G I S T E R f O E N G I N E E R O R A R C H I T E C T W H I C H W I L L B E C O M E T H £ E N C I N f f R O F R E C O R D ( £ . 0 . R . ) F O R T H E P R O J E C T A N O W H O W I L L B E R E S P O N S I B L E F O R T H £ P R O P E R U S £ O F T H E P . £ . 0 . E N G I N E E R O F R E C O R D , A C T I N G A S A D E L E G A T E D E N G I N E E R T O T H E P . £ . 0 . E N G I N E E R , S H A L L S U B M I T T O T H I S L A T T E R T H E S I T £ S P E C I F I C D R A W I N G S F O R R E V I E W . ( e ) O R I G I N A L P . £ . D . S H A L L B E A R T H E D A T E A N D O R I G I N A L S E A L A N D S I G N A T U R E O F T H £ P R O F E S S I O N A L £ N G I N £ £ ! ? O F ! ? £ C O R D T H A T P R E P A R E D I T . h l l l i W J H , ~ i , , , , ' ! > . . . . . . ~ ~ . n t . . L J > - , , , . ~ ' \ • • • • • • • • , I . , , : , ~ * ~ • • • • V , 1 > ' ; , -1/4"16 x 7/8" CALK-IN ANCHORS AS MANUFACTUREO BY DEWALr, INC. NOTES: $ " ' ~ , ~ / \ \ C E N s ~ · · . . . ~ ~ ~ . " v • • ~ ~ - ~ ~ - j - s : ~ - - i 4 . . : . ! 1 0 . 4 4 1 6 7 \ \ 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO TH£ CONCRETE BLOCK UNI T S H A L L 8 £ 1 1 / 4 " . 8.2) CALK-IN ANCHORS SHALL B£ ENTIR€LY EMBEDDED INTO THE CONCRETE BLO C K U N I T . NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/-4" 11-20 SCREWS USED SHALL BE 1 1/ZU LONG MINIMUM SHOULD STUCC O E X I S T A N O WITH NO STUCCO. 1 " M I N I M U M F O R W A L L S 8.3) JN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND O N T H E E X I S T I N G W A L L , A N C H O R S S H A L L BE LONG ENOUGH TO REACH TH£ MAIN STRUCTURE BEHIND SUCH PANELS. AN C H O R A G E S H A L L 8 £ A S I N O I C A T C O O N NOTES B. 1) &: 8.2) ABOVE. 7 / ~ = : * = * E - v ' ~ - . S T A T E O F / 0 : : i 1 ~ . - 0 • • f . . l . i - C O I I B / N A T I O N D R A W I N G : \ _ ~ 0 · . . . F , L Q R \ n ~ . • - ~ < . i J ; ~ S S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R ( S H f f T S 1 T H R U 9 O F 5 . 5 , , ~ · , \ . J · ~ · / \ o ! , . . ~ ~ . . . . " ' " ' " s - _ _ _ _ _ _ _ _ _ _ _ + - . . ; . A , ; ; ; S , ; , ; S A ; ; . . . . . . / 8 ; . ; f ; . ; . ; R , ; , ; . T H . ; ; . ; ~ . . . c ; . ; o ; . ; ; L ~ O N . ~ 1 A ; . ; ; L ; . . , = : S H ~ U ; , , ; , T . ; . ; T f ; . ; . ; ' R . , . ; ( i . : : ; S , ; , , ; ; H f ; : ; E ; . : . ; T S ; , . . ; . 1 , ; ; . 0 . . ; . 1 i , ; , , ; ; H R . u ~ " : : ; . . . ; O ; ; . . F . . . ; : : 5 ; , ; ; ; 3 " " ) - , I ~ , , . 1 1 , , f , s S i a . N A L ~ ~ \ , , , , ' \ : t - 2 0 2 0 n L T £ C O , I N C . ~ / B £ H T H A C O L O N I A i . S H U T T E R J I . P ' ' ' " 1 1 1 1 1 1 1 \ \ \ \ \ , r , ; ; ; ; . ; ; ; ; ; ; ; ; . ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; - " ( W I T H C U P S O R S T O R / , J B A R S ) M I \ W N U Y : / 1 1 L I E C O \ A M E R I C A N S H U T I [ R S Y S T E M S A S S O C • • I N C . 7 / t . : 2 0 I N C . 4 2 6 B w c s r R O A D S D R I V E T I W T T E S T I N G . t - £ N G I N E £ R I N G C O l t l P A N Y l t ! ' S T P A L M 8 £ A C H , F L . : J 3 ' ° 7 8 ' 5 5 1 1 . w . J 6 t h . S I ' . . $ t o . . - _ _ l ' I D R D I , . , , , ~ P H O N E : ( B O o } 4 : s z - z z o , " " ' " ' , ( . J M } o ! - ! s » . / ' l , r : ( 3 0 5 ) ' 7 1 - t S J I F A X : ( 5 6 1 ) 2 0 9 - I J ; J / 1 0 C A - 0 0 0 6 7 1 9 « v . N o , - I 1 1 1 1 r T J I I Y . " ° I - I " " r r f L O R I I M / J I J I I . . D I N G C O D £ ( N o n H i g h V e l o c i t y H u r r l c a n • Z o n e ) 2 0 - 1 6 7 D R A W I N G N o W A L 1 E R A . n L t . J T J r . , P . E . I I O U > , , _ , . . , , , . , , _ , . ~ I I F L O R I D A U c . / 4 4 1 8 7 l - . ! . 1 ~ , ~ ~ ~ : : . . _ . ; a l ~ : : : : T 1 - - ~ , _ _ _ . l _ _ _ _ - + I - ~ S H I T T 1 0 O F J J !-._ ~ © @ ELAI HINGE ALUMINUM EXlRUSION J' LDNG AT @ OR ~ ; 1 1 /2" LONG O PANEL JOINTS .oeo· . ~ .270• '": I,, ::; .062. 1 . .J2r COLONIAL ERAME ALUMINUM EXTRUSION 1.,2s·-.062· TYP . ~ I @ HALF SHUTTER BLADE AL UMIN UM EXTRUSION ([j) ~ - - - - - 4 - . 3 7 0 " - - - - - , 1 - - - - - . J . 8 3 5 " · - - - - - , -----,_.J70•·-----1------J.e.1s··-----.240" . 2 . f O ' © SINGLE ALUMINUM EXTRUSION, 3• LONG @ D O U B L E H I N G E A L U M I N U M E X T R U S I O N , 3 " L O N G .085"-, . t B 7 • L - 2 . 0 0 0 · ALTERNATE COLONIAL FRAME (f) SNA P C A P @ C O R N E R K E Y 1 1 / 8 " L O t l C A L U M I N U M E X T R U S I O N AUJM1NII M E X T R U S I O N ALUMINUM EXlRUSlON .202• H O l £ S A R ~ O P T I O N A L ' F R O N T r 1 c = = = = = ~ ~ ~ - + - - - - ' ~ 1 - - - - 2 . 8 7 5 . C T ® F L A T H I N G E 2 . 3 7 5 " L O N G A U J I I I J N U M E X T R U S I O H S I D E V I E W . 5 0 0 • @ ® H . V . S T O R M B A R C U P 2 1 / 8 " L O N G . A L U M I N U M E X T R U S I O N ~ t l f " ( S l ~ " ~ -'.s--,. : , , ? ~ e e t : : : , c : : : : : : , c : : : = > c : = : > c : = ) ( l ) p J ! ! : ' . 4 J 7 " @ A L U M I N U M P I N F O R H I N G E . 0 § S I Q R M ~ - - - - 4 . 3 7 0 " - - - - - - - t I - - - - - - J . 8 3 5 " - - - - - - < ~ D O U B L E H I N G E 2 . J 1 2 · L O N C A L U M l l M , 1 E X T R U S I O N 2 . 0 0 0 - ~ ~ ~ I i l l . 2 , f ( ) " J . o o o · 2 . 9 2 0 " U A X . I I . " ~ t 1 1 8 A B T Y P E 1 ® S I Q B M B A B T Y e E 2 A L I J M l l ' I U M E X T R U S I O N A I . 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A S S A B E R T H A C O L O N I A L S H U T T E R ( S H £ £ T S 1 0 T H R U J J O F : S J / ' ~ ~ . . . · < \ C E N s / · . ~ - ~ ' \ , _ ( ) 2 0 2 0 1 1 a c c o , , N e . A s s A / B E R T H A c o L o N 1 A L s H u r r £ R , u ~ . " ' , - . _ r , ; ; ; . ; ; ; ; ; _ ; . ; ; ; ; ; _ ; ; ; ; ; ; ; ; ; ; _ ; ; ; _ _ - - , ( W I T H C L I P S O R S T O R M B A R S ) D R A W N B Y : f ~ . : N o . 4 * 4 1 6 7 · . } * ~ / I I L I E C O I N c . \ A M E R I C A N S H ~ E ! c s ~ ~ ~ ! Y E A S S O C . , I N C . 7 / ~ : : , 2 ° TT B E E . - . . . - - , - - , ~ . . , . - - - W C S T P A L M B C A C H , F l . S J 4 0 7 SHU E R L A D L E V A T I O N 7 n ; . _ S T A I E O F : ~ T I L L I T T C S T I N G a : E N G I N E E R I N G C O M P A N Y P H O N C : ( 8 0 0 } 4 J Z - 2 2 0 4 . . . . . , I , • ( : t : : - ~ I U 5 5 N W . , - . , _ s , . , s t e . - • - - F W f l r D A J 3 1 6 < J r • v , . ( . : S 6 1 ) ' . , , , 9 - " r a 0 A L U M I N U M E X l l ! U S I O N ~ ~ ' . . ' l . i ; j ~ " " ' ° " * : ( : , o ! J W l - l ! U O . ~ : ( J a ! > J a 1 t - 1 : u 1 ' " " ' , w . , . , . . , \ ~ - . . F L O R I D ~ . . - • : . _ ~ f c , , , - o o o 5 7 1 9 ; , _ , ~ • , • • ~ L ~ W A L T f " R A . n w r J r . , P . c . , ~ , . , , F L O R / D , f , L i e . / 4 4 1 6 7 . . . , _ " ' 2 0 - 1 6 7 D R A W / H G N o ./}6J' Ol4. l/4•-20 ALL THREAD£JJ BRASS ROD W/ MALE PANELMATE W/ FEMAL E P A N E L M A T E (D SPRING TEMPERED BRASS "U" CHANNEL (1" LONG) & f / 4" ELCO TEXTRON MAL£ OR FEMALE PANELM A T E ANCHOR W / 360 BRASS THREADED NUT _525• .1..::. [:,--ORILL I, TAP rHRU ~ FOR 1/4-20 TOP VIEW .soo DIA MALE SNAP COLONIAL PANEL C-f!JORE .4J7 OJA. 15•== SECTION .658. .126 /.0 . . 250 O.D. WALL CLIP 6063-T6 ALLOY ALTERNATE ALUMINUM "U" CHANNEL (t" LONG) W I M A L E P A N E L M A T £ & 1 /4" ELCO TEXTRON MALE PANELMATE ANCHO R OR W/1 /4"¢-20 S.S. MACHINE ROD . , s 1 · 0 W A L L M O U N T A l u m . B R A C K E T 4 " L O N G A L U M I N U M E X T R U S I O N 1 - - - - - . l o o o · - - - - - - . . , s r @ B U I L D - O U T A l u m . B R A C K E T 4 " L O N G A L U M I N U M E X T R U S I O N W / 1 / 4 " ¢ - 2 0 S . S . A L L T R E A D E D M A C H I N E R O D . C O M P O N E N T S S C A / . . £ : 1 / 2 • = 1 " 0 2 0 2 0 T / L T C C O , I N C , / h L ! E C 0 1 N c . \ r l L L I T T E S T I N G 4 - £ N G I N C C R / N G C O M P A N Y f f l $ N . ' / 1 . . ~ $ 1 . . . , . . " " 5 , - - l 1 . M I I M , J / M " ' - , ( 3 1 » ) 1 1 7 1 - 1 5 . J I I . - , ( J M ) l 1 t - • ~ · e - m a i l : t i ~ e c o @ o o l . c o m C A - 0 0 0 6 7 1 9 W A L r m A . n u r r J r . . P . C f l . O R I O A L i e . J 4 4 1 6 7 H u r r i c a n e Z o n e C O M B I N A T I O N D R A W I N G : S A / [ X T R U D E D 8 £ R T H A B A H A M A S H U T T E R ( S H f f T S 1 T H R U 9 o r J . J A S S A B E R T H A C O L O N I A L S H U T T E R S H E E T S 1 0 T H R U 3 . J O F . J . S A S S A / B E R T H A C O L O N I A L S H U T T E R 1 , 1 , p ( W I T H C L I P S ) O R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 ° 2 0 D A " T E : 4 2 6 8 ' N E S T R O A D S O R I V C w r s r P A L M I I C A C H , f l , . J . J 4 0 7 P H O N £ : ( 6 0 0 ) 4 S Z - 2 2 0 4 2 0 - 1 6 7 F A X : ( 5 6 1 ) 2 0 9 - 1 1 1 8 0 - , n , . " ' - l l l l l F D R A W I N G N o @oR llh..8 B,(J2B1,, C/18, D18 OR £18 @ ® - - \ I l l . B / 1 8 , C / 1 8 , D 7 8 O R £ 1 8 ~ ®, p, /• C1/21, ~o•@ f "'0 ; J \ ® 7 0 0 R ~ 1 ' B 1 / 2 1 , C 1 / 2 1 , ~ D R ® f " " 0 ~ " " ® ...,...l_,,__\r::i-l--+--------"=,.._/..,...."--:=:..=:..2=._-=._-=._-=._-=._-=._--=-,+//_-_-_--<~/ ----- r T ~ \ C i , . . . , . _ _ _ _ _ _ _ , / " ' - - - - - - - r / [ " ' - - - - - - , f - - < / " " ' - - - - - - - r / b I T l t ) L I ~,0-l~-----------l / ~ L_l I _ L J ~ o • : 1 : 0 1 • ! : o 0 ~ 0 0 _ J _ I o ~ I 1--------+-1 1--------1 ~ ~ ~ f ~ -------,1-----l ~ I Sff " 1 S E E ~ ~ D£TAJ~ : ! / l D G A J L : .J/15 .---I i £ . J / I S . , - ~ 1 - - - - - - - - - - - 1 I (TYP) / -I ~ ( T Y P ) / . _ ' • : / f : o , i-------~:r-----;..o...::~cUI-~ i . . . 1 ~ o , , . , : ' - • + - - - - - - - - - - - l f IJ_~-~ ~ ~ \ ~ - ' - - - - - - - - - - - 1 \. .J"x4 t/4"x.J/16"-"'"m.-\ ~ \ . X 4 f / · • X . J / 1 6 " - ' 1 • m . - \ F l . A T B A R W / f 2 ' f / 4 " , - 2 0 x '--_ .,. Fl.AT BAR W/ f2J 1/4 .-20 x " 1 V A/16 _LR 1 • SIDEWALK BOLr INTO A ! < . J 1/4" 11-zu AJum. RN-NUT £A b l BOLT Rt-nllJRED AS ,.,~,, SCHEDUL£ RFIOW 11 o Io II . . . . [ lw~:,_:0~t----------1 L@+® ~~o l,~ O R @ ~ (Typ. ALL AROUNO ~-- --------\_ l!/'jj\ m . ) OR 'f:..!) f"ACH PAN£L) ft/\ ;!VJ p /ltr. J OR \IS_; t•YP· "8/18, C/18, 018 OR £1c -SEE D£7A J L 1 / 1 5 B'/21, C'/21, D'/21 OR 'C21 ' - - - ✓ - - - - - - - - - - I 1 · S / D / Y i A U < B O L T J r ( T ' ( } A 1 / 4 " ( l - ? n A J u m . R N . N i n - £ A • : B O L T R E O U I R £ D A S P E R V A 7 / 1 6 _ L ~ ! • S C H E D U L £ B E L O W 1 1 o I o I ' f 0 ( : . 1 1 ~ • : , _ : o ~ - - - - - - - - - - - - 1 " 1 ~ ; ~ I O O I • : T ~ 1 - - - - - - - - - - ' t - l , _ . : c . : : . • + - - - - 1 - - 1 1 - - - - - - - - - - - 1 : I : 4 - T Y . ' - - T V " } / I < : S L l ® - @ + ( [ ) ~ ~ o ( T y p . A L L A R O U N D O R ( [ } ) £ 4 C H P A N E L ) J O R ® ~ B / 1 8 , C / 1 8 , D 1 8 O n £ 1 8 8 1 / 2 1 , C 1 / 2 1 , 0 1 / 2 1 O R £ 2 1 . : ~ l : . ~ . : : . ~ ~ i _ ~ o R @ ' - - - L @ - - - - - - - l - l @ ( T Y P ) L _ S E E D E T A I L 1 / 1 5 i-----8 (SEE SCH£DUL£) ---i------8 (SEE SCHEOULC) __ __, 1 - - - 8 ( S E £ S C H E D U L E ) - - - t - - - - 8 ( S f f S C H E D U L C ) - - - t - - - - B ( S E E S C H f D U L E ) - - - t - - - - 8 { S E E S C H E D U L E ) - - - 1 ---------TOTAL WIDTH= 2B----------1 DOUBLE PANEL MINIMUM SEPARATION TO GLASS SCHEDULE FOR PERFORATED OR NOT SHUTTER BLADES BLADES MINUMUM (8) OR(/) SEPARATION CONDITION TO GLASS PERFORATED Bl.ADES AS SHOWN ON J" SHEET 11 NOT PERFORATED 1 ,, (SOLID) BLADES - - - - - - - - - - - - - - - - - - - - T O T A L W I D T H = 4 8 - - - - - - - - - - - - - - - - - - - - 1 ELE V A T I O N S N . T . S . MA X I M U M A . S . D . D E S I G N P R E S S U R E R A T I N G ( p . s . f . } AN D C O R R E S P O N D I N G M A X I M U M P A N E L ' S W I D T H ( B ) AN D S H U T T E R ' S H E I G H T ( L ) S C H E D U L E MAXIM U M A . S . D . F L A T B A R DESIG N P R E S S U R E B ( i n . } L ( f t . ) R £ Q U J R £ M £ N T S A T C E N T E R RATIN G ( p . s . f . ) O F S H U T T E R +36. 0 , - 4 0 . 0 1 8 " 8 ' - 6 " Y E S +36. 0 , - 4 0 . 0 3 6 H 6 ' - 0 H Y E S +65. 0 , - 6 5 . 0 3 6 . " 4 ' - 6 " N O +69. 0 , - 7 5 . 0 1 8 1 / 4 " 6 ' - 2 1 / 2 " N O +80. 0 , - 8 7 . 5 1 8 1 / 4 " 6 ' - 1 H N O + 70 0 . 0 , - 1 2 0 . 0 1 8 " 4 ' - 8 " N O Q U A D R U P L E P A N E L C 2 0 2 0 T I L T C C O , I H C . / h L I E C 0 1 N c . \ T / L L I T T E S T I N G . t : £ N G I N £ E R I H G C O M P A N Y S W M W . ~ S l h . S I . $ l o . J / 0 5 , - - < I O O I I M . l l l O B - . . ' ~ ~ , - • = . - : { = ) B n - 1 . s . , 1 ~ - m o i l : t i l t e c o @ o o l . c c m C A - 0 0 0 6 7 1 9 1 ! ( 4 L T E ' R A . n L L I T J r . , P . £ F L O R I D A l i e . I 4 4 1 6 7 A S S A / 8 £ R T H A C O L O N I A L S H U T T E R " · " ( W I T H C L I P S } M A W N B Y : A M E R I C A N S H U T T E R S Y S T E . , . S A S S O C . , I N C . 7 / 2 / 2 0 2 0 O A T £ : 4 2 6 B W C S T R O A D S D R / V C W C S T P A L M B £ A C H , F L 3 3 4 0 7 P H O N E : ( 8 0 0 ) 4 . 5 2 - 2 Z 0 4 F A X : ( 5 1 i t ) Z 0 9 - - 8 S B O 2 0 - 1 6 7 D R A W I N G N o ~ ~ ~ i!: ~ t..J ~ s ~ V) ttl V) f ~ ..,J .._ ~ i:jj L..i ::r: :5 ~ CJ t:: :r: i5 ::'.) VJ ~ ~ Cr) 8/18, C/18, 0/78 OR E/18 Q)oR B'/21, C'/21, 0'/21 OR E'/21 ► A/16 DETAIL 2 _\ I 7-----------------1 I/ '1----------------J I I \ \ ~--r 1--------------1 I II • A / 1 6 . . . SEE SCHEDULE FOR QUANTITY '---@ (JJJoRI SEE SCHEDULE FOR QUANTITY 8/18, 8'/21, C/18, D/18 OR c/1 IJh.. C'/21, D1/21 OR E'/21 Ill"~ -- - - - - J - - · \ _ _ _ , , _ _ _ _ _ _ _ _ \ D E T A I L 1 / 1 5 ® + Q)oR O R f ! J -----N (Sff SCHEDULE) 1-------------TOTAL WIDTH = 28'- - - - - - - - - - - - - i DOUBLE PANEL ELEVATION SCALE: 1 N-== 1 ·-o" N O T C H E D T O A C H I E V E A R C H , I ~ t < - i ~ F . P I t ) I 0 0 D U A I L J / 1 5 I MINIMUM SEPARATION TO GLASS SCHEDULE FOR PERFORATED OR NOT SHUTTER BLADES MAXIMUM A . S . D . D E S I G N P R E S S U R E R A T I N G ( p . s . f . ) AND COR R E S P O N D I N G M A X I M U M P A N E L ' S W I D T H { B ) SHUTTER' S H E I G H T S ( L ) & ( H ) S C H E D U L E BLADES MINUMUM @ OR(]) SEPARATION CONDITION TO GLASS PER FORA TED BLADES AS SHOWN ON 3" MAXIMUM A . S . D DESIGN PR E S S U R E B ( i n . ) L ( f f . ) H { i n . ) RA TING {p.s . f . ) SHEET 17 +70.0, -8 5 . 0 J 6 " 4 ' - 6 " 2 0 1 / 8 " NOT PERFORATED 1N (SOLID) BLADES +80.0, -8 7 . 5 7 8 " 5 ' - 9 " 5 1 1 / 4 " ! I 0 ~ I I O I I < l ) w / o @ O R B E N T T O A C H I E V E A R C H I I I i I i r @ o R ( } ) I I I I / ' ® O R ( [ ) I I / 1 1 I I I I I I I I 0 0 I I H I I 0 ~ I I 0 © o R @ - ' I I \ _ ® D E T A I L 2 Q U A N T I T Y O F H / N G £ S W / M a x . S E P A R A T I O N B E T W £ £ N H I N G E S A N D C O R R E S P O N D / N G H E I G H T H ( i n ) Q U A N T I T Y O F C H I N G E S M a x . $ £ P A R A T I O N H ( i n . ) 8 £ T W £ £ N H I N G E S 2 1 1 1 / 2 " 2 0 1 / 8 ' ' J 2 7 7 / 8 " 5 1 1 / 4 " - - ~ 0 2 0 2 0 T I L T C C C , . I N C . / h L I E C 0 1 N c . \ A S S A / B E R T H A C O L O N I A L S H U T T E R 1 , 1 . P ( W I T H C L I P S ) D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 T / L L I T T E S T I N G • £ N G / H £ £ R / N G C O I J P A N Y / J J $ $ N . l l ~ S t . $ l o , J i l 5 , - - 1 1 . 0 l ! H M D I i i « , . , , . , , . , ( . J O S ) a 1 t - 1 5 J o . - : / ) / J S ) l l n - , $ J f 4 2 8 8 W £ S T R O A D S D R J V { D A T E : ~ P A U i B E A C H , f L J J 4 D 7 P H O N E : ( 6 0 0 ) 4 3 2 - 2 2 0 4 2 0 1 6 7 F A X : { 5 6 t ) z D 9 - 8 3 8 0 - e - m o i l : t i l l e c o @ o o l . c o m C A - 0 0 0 6 7 1 9 D R A W / H G H o W A l T E R A . T l l l f f J r . . P . E : . F l . O R I O , , . L i e . / 4 4 1 6 7 1 ,o x , v2· s.s.s. "'· s. FOR ®OR(!) Typ. ,§~= ---------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - ------------ - - - - - - - - · · - - - ----------------------- - - - - - - - - - - - - - - - - - - - - - - - --------------------··----- - - - - - - - - - - - - - ~ - - - - - - - - -----------------·------- - - - - - - - - - - - - - - - - - - - - - - =====4r=====ft=~======== = = = = = = = = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---d~~--=--=lb ~--=--=~--=- = - - = ~ - - = - = - - = --------- - - - - ' ~ ~ ~ ~ ~ ~ T l l _ _ , 1 0 x ~ / 4 ' S . / J , S . = - = = = = = i ; ; ; ~ -------- - - - - 1" ----- - - - - - .J! 10 IC f 1/ 2 • 5 . M . S . O R {.J 1/~· tl-20 " , · s . s . w . c H I N £ S RE.w INTO TAP P E D F R A M E O R 1/,4° tl-20 ,c t • S . S . / , I . S , I N T O (/4• 11-20 ALU M I N U M R I V - N / / T S '/'yp. TOP & BOT T O M E l l . B R A C K E : T . 0 OR K --'----+--------+--.... (2) CALK-IN AN C H O R S (Typ. Ell. BRACK E T ) 5/16"¢X6" -ALUMINUM PIN (/J)oR{J)-, (3) 3/16" ALUMINUM POP RIVERS -0 p II II II II II 0 1 II !I !I II II I l'f ,. / OR(l}J DETAIL 3 DETAIL 1 SCALE : 1/2" = 1 • ( 2 ) 1 / 4 " ¢ X 2 - 1 / 4 " T A P C O N A N C H O R s j 5/16"¢X6 " - ALUMINUM P I N ,_ _ _ . . . , , 0 (3) J/76" ALUMINU M POP RIVERS I 3 / 4 " / ; ALTER N A T E D E T A I L 3 0 2 0 2 0 T I L T C C 0 , I N C . / h L I E c o I N C . \ r t L . L I T r E S T I N C ~ £ N C / N £ £ R I N G C O M P A N Y 6 J 5 ' " ' - W . Y i t J > . S I . S I & - • - / W f D O I $ . / ' L O R D I . D i d ~ - . . . . - ( 3 1 1 , , , 1 , n - r = . F o , t : ( " ' 5 } 1 1 7 t - t , u , e - m a i l : t i l t e c o G o o l . c o m C A - 0 0 0 6 7 1 9 W A L T E R A . 7 1 1 . L I T J r . . P . E : . F l . O R I C A L i e . I 4 4 1 6 7 H u r r l c a M Z a n • C O l , I B / N A T I O N D f l A W I N G : S S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R ( S H f f T S 1 T H R U 9 O F J J A S S A B E R T H A C O L O N I A L S H U T T E R S H E E T S I D T H R I . I . J 3 O F 3 . 1 A S S A / B E R T H A C O L O N I A L S H U T T E R U . P ( W I T H C L I P S } D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C • • I N C . 7 / 2 / 2 0 2 0 D A T E : 1 ' £ Y , , . , 4 2 6 8 W C S T R O A D S O R / V F W C S T P A L M B C A C H , F l . . . J 3 4 0 7 / ' H O N £ : { 8 0 0 ) 4 1 2 - 2 2 0 4 F A X : ( : S 6 1 ) 2 0 9 - 8 J t s 0 2 0 - 1 6 7 " " " D R A W I N G N o SECTION A (J) J/16" AU.JI.IINUM _/ POPR/VITS DETAIL 1 (PLAN) N. T. S. @oR I OR ([j) SCALE : J/8" '" 1 • -----------__ .,,...,. , __ ~----<L IV/ FEMAJ..£ PANELJ.IAT( AND t/4"-20 ALL THREADED ROD BRASS O 22• 0. C. (/1011.) W/ (2) .J/16" I Alum. POP RIVCTS W/ 3/16" E. D. d< 5/8" 0. C. VVi'~LY TO PANU ' \ I I , , N . T . 5 . I I \ \ - - - - - - - - - . . . - - - - - - - - - - - - - P O U R E D C O N C R E T E O R C O N C R f f c B L O C K R E O U I R £ D ( J ) . J / 1 6 " A I . . U l t l ! N U M P O P R I V U S ( 7 \ H O R \ } _ ; I 1 0 J t 1 1 / 2 · s . s . } ; : , I I . ~ T D V ! ) O R l ! J R ( [ } J J N " 4 f / 4 " 1 1 J / _ 1 6 " 7 1 - f K A l u m . F I A T B A R W / t , / 4 • - 2 0 1 t 1 • S I D E W A L K B O L T I N T O A 1 / 4 " - 2 0 R I V - N U T T O E A C H J A M S A T M I D H D G H T O F P L A T E R E Q U I R W A S P c R S C H E D U L E O N S H E E T 1 J . @ o R D E T A I L 3 DET A I L 2 S C A L E : 3 / 8 " - , . (PL A N ) ( P L A N ) t r - , . _ , . ~ - - - - - - t ~ ~ ~ f J T m : o N I I I I / F R O H T O R R E A R A S A P P L I C A B L E 8 ( S E £ S H f f T S 1 6 , 1 7 , 1 9 & 2 1 ) ( P t . A N ) P O U R E D C O N C R E T E O R C O N C R c T C B L O C K R £ 0 U I R £ 0 7 ( J ) J / 1 6 " A L U M I N U M P O P R ~ @ D R H D E T A I L 4 ( P L A N ) W / M I V . £ P A N E L M A T f : 0 2 2 • O . C . ( 1 1 / Q ) < . ) W / ( 2 ) 3 / 1 6 " I f A l u m . P O P R N I T S W / 3 / 1 6 " £ . D . & - 5 / 8 " 0 . C . V E F f f l C A L L Y T O P A N E i . ~ f f i ~ f ~ ~ H u r r l c a M Z o n e A L T E R N A T E D E T A I L 5 : N O N H U R R I C A N E P O S I T I O N O N L Y ( P L A N ) S C A L E : 3 / 8 " = 1 • 0 2 0 2 0 T t L T C C O , I N C . / h L I E c o I N C : . \ T I W T T E : S T I H G ~ £ N G / H C C R I N G C O l t l P A N Y S J S 0 N . W . J « h . S I . • 5 k 3 l l 5 . - - F t " " ° ' > J I ~ C O / t l B I N A T f O N D R A W I N G : S S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R { S H E E T S 1 T H R U 9 O f J S A S S A B E R T H A C O L O N I A L S H U T T t R S H E E T S 1 0 T H R U 3 3 O f . J . J A S S A / B £ R T H A C O L O N I A L S H U T T E R M . P { W I T H C U P S } D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C • • I N C . 7 / 2 / 2 0 2 0 D A T F : 4 2 6 8 W E S T R O A D S D R I V C W l S T P A L M B C A C H . F L . 3 3 4 0 7 P H O N C : ( 8 0 0 } 4 : S 2 - 2 2 0 4 2 0 - 1 6 7 DETAIL 5 : NON HURRICANE POSITION ONL Y " ' - , ( . m ; a n - 1 = . F w r : ( ; , a . , J a n - 1 ' 3 1 e - m a i l : t i l t e c < > O q o l . c o m C A - 0 0 0 6 7 1 9 W A L T E R A . T / L L I T J , . , P . £ F L 0 R I O A l i e . j 4 4 1 6 7 F A X : ( 5 6 1 ) 2 0 9 - 8 : 5 8 0 - - . , . . - , , . , . D R A W I N G N o (Pl.AN) SCALE : J/8" -I• z POVRro C<JNCl?ITF OR CONCR£TE BLOCX R£QUJRW DETAIL 6: NON HURRICANE POSITION O N L Y (Pl.AN) J.500• Min. l J / 4 • M i n , E M 8 E D M £ N T S O N R ' Y W / U A L E ' P A N E ' U J A T f 0 2 2 • O . C . ( M a x . ) W / ( 2 ) 3 / 1 6 • , A L U M . P C P R I V F J S W / J / 1 6 " £ . D . & : 5 / 8 " 0 . C . V E ~ T O P A N F : I . . O R I : J / 4 " M i n . £ M 8 E O M E / \ I T W / 1 / 4 " , - 2 0 s . s . A L L T R E A D E D M R O O 0 2 2 " O . C . ( M o x . ) W / ( 2 ) . J / 1 6 " ' A L U M . P O P R / V I T S W / J / 1 6 " E . D . & 5 / 8 " O . C V t R 1 1 C A l T O P A N E L . : J . ~ • M i n . / ~ I N T O M A S O N R Y / 1 / . , , , , . . W/1/4"~20 s.s M ALL TREADED ROD 022· o.c. (/,lox.) W/(2) J/l6"r, ALUM. POP R/VUS W/ J/16• E.D. &: 5/8" o.c. M W / ! M l . £ P A N E L M A T E 0 2 2 " O . C . ( M < J J < . ) 1 ' 1 / ( 2 ) J / 1 6 " / I A L V M . P O P R I V I T S w / J / 1 6 " £ . O . . t - 5 / 8 " O . C . V f J W C A L T O P A N E L . O R M w / v 4 • - - 2 0 s . s . A L L T R E J l O E o R O O 0 2 2 · o . c . { M a x . ) W / ( 2 ) J / 1 6 • 1 1 A L U M . P O P R / 1 ' 1 J S W / J / 1 6 " E . D . . t 5 / 8 " O . C . \ l £ l l ' 7 7 C A L T D P A N £ 1 . . 1 3 ' / 4 " M i n . E J , / 8 E ' D J . / £ N T 1 / f l O M A S O N R Y £ P A N E ' L / . I A T E • o . c . ( l t l a J c . ) ' . ) J / 1 6 " * A L J J M . R I V D S J / 1 6 " E . D . . t 5 / 8 " V E ' R 1 7 = T O P A N E L D E T A I L 8 : N O N H U R R I C A N E P O S I T I O N O N L Y ( P L A N ) ~ ~ f l T ~ O N P O U R E D C O N C R E ' T F r 1 / " ' ' l O R C O N C R E ' T E . B L O C K I I I I R E Q V I R E D , I I 1 ' 1 1 / / / @ $ / 4 I . L . M i n . D I B E ' D M E N r / / ✓ I N T O M A S O N R Y t ' / / / , / , / , M W A / A L £ P A N £ 1 . M 4 T E 0 2 2 " O . C . ( M a x . ) W / ( 2 ) J / 1 6 " 1 1 A L W . P O P R J V I T S W / . J / I 6 " E ' . O . & 5 / 8 " 0 . C . l l r n T I C A L T O P A N £ L . VER11C4L TO PANEL A L T £ R N A T £ D E T A I L 8 : N O N H U R R I C A N E P O S I T I O N O N L Y DETAIL 7: NON HURRICANE POSITION O N L Y FOR INSTALLATION AT QUADRUPLE PANE L O N L Y (WI 8 (Max.) = 18':) (PLAN) SCALE : .J/8" • t • t : J 2 0 2 0 T I L T E : C O , I N C . / h L I E C 0 1 N c . \ T I L L J T T E S T I N G ~ £ N C I N £ £ R I N G C O / l , I P A N Y ~ N , W . - - S t , $ 1 & . " ' 6 ; _ , . ' " ' - F U M I I M : , J I " , . . , _ , ( J t > $ J a 7 1 - r : D O . , . , , : p o s ; w , - , ~ • e - m o i l : t i 1 t e c o @ o o l . c o m C A - 0 0 0 6 7 1 9 W A L T E R A . 1 1 L L I T J r . , P . E . F L O R I D A U c . I 4 4 1 6 7 H u r r i c a n e Z o n e C O U B I N A T I O N O R A W I N G ; S S A / [ X T R U D E O B E R T H A B A H A M A S H U T T E R { S H £ £ T S t T H R U 9 O F J J A S S A B E R T H A C O L O N I A L S H U T T E R S H E E T S f O T H R U J J O F . 3 J A S S A / 8 £ / ? T H A C O L O N I A L S H U T T E R M . P ( W I T H C L I P S ) D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 D A T E : R £ Y . , . , 4 2 6 8 W E S T R O A D S O R J V £ w t s T P A l l i B C A C H , F L 3 : 1 4 0 7 P H O N E : ( 6 0 0 } 4 3 2 - 2 Z 0 4 F ' A X , ( 5 6 1 ) 2 o 9 - - B S 8 0 2 0 - 1 6 7 D R A W ( N G N 1 > POURED CONCRITE R£QUIRED~ (2) 1/4. II x 7/8" CALK-INS EACH BRACKU ~ -~ ~ l~s-.s :; 11/N/MUM L SCPARAnoN ro GLASS 1-(SE'£ SCHEDULE ON I SHEET 1J & 14) I EXISTING I WIMOOWl I I I POURcD cONcRm: / ~ OR CONCRD'E BLOCK Rrol/lRED SECTION B -B (FLUSH MOUNT) HURRICANE POSmoN SCALE: J/8• c::-1 • 1/tS //# / POIJRcD CONCRETE I OR CONCRUE BWCK ~OU/RED 1,/JN/MUM SEPARATION ro W S S (SEE SCHfDVLF: O N SHffT /:J & 1 4 ) ~ .., [ (2) 1/4"~x 7,'ll" ~ CALX-/NS EACH C e n t . O R ( ! ) C o n t . BRACKE:T ½ 1/~ ' - - - - - - - - 1 K SECTION C - C HURRICANE POS m O N SCA/.£: 3/8• = 1 " ( B U I L D - O U T ) 1 / 1 5 : i : ' . , . _ ~ ~ « : ~ ~ ~ l l , l r i L u l o , . ~ 1 , - , ~ i Q : Q : ~ ~ ~ ~ , . . . , ~ r t - § ~ § i : l i i l i " ' . . ~ ~ ~ " ' ~ : 5 e ~ ~ ~ ~ ' - " ' " P O U R r o C O N C R E T c R [ O U I R € D ~ ( 2 ) 1 / 4 " I I I I 7 , ' l l • c A U < - J N S E A C H B R . ' . C K I T - - - . _ , - , ~ - ~ - - - - ~ " - · l t l / N J M U M t - S E P A R A T I O N T O C L A S S ( S f f S C H E D U I E O N ) S H E E T 1 : J & 1 4 ) I D t ! S T I N G I W / N D O \ l I I I l ~ / ~ P O U R E D C ~ O R C O N C R m B L O C K R E O U / R r o C e n t . ' S : ' = ~ ~ ~ ~ . l r i ! t I l l " ' : . . : I 0 . : P O U R E D C O N C l / f : T f : R £ Q U I R E D ~ ( 2 ) 1 / 4 " I I ; r 7 / 8 " C A U < - I N S t A C H , B R A C K E T - - - - , \ _ \ - - s . E X I S T I N G B A N D f i ' f " O U I R E D r - ' , 7 } , p . A L L A R O , M I N I M U M t - S E P A R A T I O N r o G U . S S { S F : E S C H E D U L E O N . . Q : : O R ( j ) · I ! ; I S H E E T I J & 1 4 ) C , , n t I ~ ~ ~ ; 1 : - ; t : ~ V i " ' ~ ~ ~ E X I S n N G W I N D O W ~ I : i ~ ~ e e I ~ ~ I ~ ~ E X I S n N G B A N O E D I ' - ' - 7 } , p . A U A R O U N O ~ / / & / / / P O U R E D C ~ O R C O N C R E T E B L O C K R [ Q U / R r o ( 2 ) 1 / 4 " ¢ X 7 / 8 " C A L K - I N S E A C H B R A C K E T S ~ 0 £ : T A / l 1 / 1 5 F C o n t . C o n t . i i ~ ~ ! t ~ . . . . . . ~ I ~ ~ ~ ~ : i : . . , . . . i i ~ ; J : " ' < , j " ' : . : . . i s 0 : l ! l u . . . . . . g : ~ ~ ~ ~ ! : J l : : l ~ ~ 1 / 1 5 S E C T I O N D - D ( F l . U S H M O U N T ) S H U T T E R B L A D £ R E V £ R S E L Y O R I E N T E D S E C T I O N £ - £ ( B U I L D - O U T ) S H U T T E : R B L A D £ R E V E R S E L Y O R I E N T E D H U R R I C A N E P O S I T I O N H U R R I C A N E P O S m o N S C A L E : 3 / 8 " = 1 • 0 2 0 2 0 T / L T C C O . I N C . / h L I E C 0 1 N c . \ T / 1 . L I T T E S T I N G & £ N G I N £ £ R I N G C O M P A N Y 6 J S S " · " · ' 6 1 1 1 . s t . $ l o . . J Q . ' I . - - f l < W / O I n , n - : p o : , ) 6 1 t - • 5 J I I . F N : ( = ; e ; - t - 1 » 1 e - m o i l : t i l t - , c o @ o o l . c o m C A - 0 0 0 6 7 1 9 W A L T D ? A . n u r r J r . . P . E . F L O R I D A L i e . I 4 4 1 6 7 S C A L E : 3 / 8 " = 1 • H u r r i c a n e Z a n • C O M B I N A T I O N D R A W I N G : S S A / £ X T R I J D E D B E R T H A S A H A M A S H U T T E R ( S H E E T S 1 T H R U 9 O f J J A S S A B E R T H A C O L O N I A L S H U T T E R S H F : £ T S 1 0 T H R U J . J O F - " A S S A / B E R T H A C O L O N I A L S H U T T E R M . P { W I T H C L I P S ) D R A W N t m A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . ' 2 6 8 W C . S T / / t O A D S D R I V E W E S T P A L M B C A C U , F l . . 3 S , 1 ( ) 7 P H O N E : ( 8 0 0 ) 4 3 2 - 2 2 0 4 , A X ; ( S 6 1 } Z 0 9 - 8 J B 0 1 1 4 , r 7 / 2 / 2 0 2 0 D A T E : : 2 0 - 1 6 7 D R A W I N G N o 2• x ,4° WOOD STUDS REQUIRED O CORN£/? (Typ,) EXISTING BAND-----REOUIR£D FULL HEIGHT 2" x 4" WOOD STUDS REQUIRED ti CORNER (Typ.) (2) 1/4" , LAG SCREWS W/ 1 1/2" Min. PtNURATION INT'O STUDS I 10 x 1 1/, S.S. S. M .. TO @OR(!) ([)+ F OR{i) \ ,, .. • • 1 :1 @oR I DETAIL 5A : NON HURRICANE P O S I T I O N O N L Y (PLAN) ... . : .. SCALE: 1/4" = 1• ;--@ @oR I ALTERNATE DETAIL SA : NON HURRICANE PO S I T I O N O N L Y (PLAN) SCALE: 1/4""" 1" 1 / 2 • M i n . P L Y W O O D S H E A T H I N G R £ Q U I R E O L W / F U M L E : P A N E L M A T E A N O f / 4 " - 2 0 A L L T H R E A D E D R O D B R A S S @ 2 2 " 0 . C . ( M a x . } W / ( 2 ) J / 1 6 " f l A l u m . P O P ~ / V E T S W / 3 / 1 6 " E . D . & : 5 / 8 . 0 . C . v u m C A L L Y T O P A N E L 1 / 2 " M i n . P L Y W O O D S H E A T H I N G R E O U / R E D 1 / 4 " f l E L C O " m a l e " P A N £ L M A T F W / 1 7 / 8 " M i n . P E N E T T ? A T I O N 1 / I I T O W A L L L 0 2 2 " O . C . ( M a x . ) W / ~ ~ ~ U I I U I I W 1 1 1 1 , 1 1 2 1 3 / 1 6 · , , v ) J u ' ! ' - P O P , , , , \ \ , . . . ? , . A . T ! L , 1 ' 1 , , 1 t ? I V I T S W / 3 . 1 6 £ . D . & : , . . _ , " \ . _ _ . , , • • • ( . . ' ) ' , 1 5 / s " o . c . V f : R T I C A L L r T o P A N E L i ' ~ ' " " < ' : - " . · · · · · · · · . v k ~ ~ . · , \ C E N S , r - · . · r ~ 8 ~ . · " " ' < . . . . - . , • • • ~ ~ ~ N o . 4 4 1 6 7 · \ \ " " C . J ~ * : * = E X I S T I N G B A N D R £ 0 U I R E D F U L L H E I G H T _ / ( : J ) 3 / 1 6 " A L U M I N U M . . . . . . . . P O P R ! V f : T ' S 0 £ T A / L 1 A ( P L A N ) ( J ) J / 1 6 ' A L U M I N U M _ / P O P R I V £ 1 S F O £ T A I L 4 A { P l . A N } 2 " x 4 • W O O D S T V O S 1 ? £ Q U / R E : D O C O R N E R ( T y p . ) ( 2 ) 1 / 4 • , L A G S C R E W S W / 1 1 / 2 " / l l i n . P £ N E : T R A T I O N I N T O S T U D S @ o R I S C A L E : 1 / 4 " - 1 • 2 " x 4 • W O O D S T U D S R E Q U I R £ 1 ) @ C O R N E R ( T y p . ) ( 2 ) 1 / 4 " g i L A G S C R E W S W / 1 1 / 2 " M i n . P E N f J R A T I O N I N T O S T U D S @ o R I H u r r i c a n e Z o n • © + ® ~ S T A T E O F . . . $ J C O I I B I N A T J O N D R A W I N G : O R r a I \ . O A ~ · • • • . / : . . , l o R \ D ~ . • . . • ~ ~ 3 l S S A / E X T R u o r o B E R T H A B A H A M A S H U T T E R ( S H E £ r s , T H R u g o r J J ' - ' · , . , . , r _ , , ~ A S S A B ( R T H A C O L O N I A L S H U T T [ R S H £ [ 1 S 1 D T H R U . u o r 3 : I ) . - ; . . , . I . S ' s . . . . . . . ~ " ' ~ : , . _ _ _ _ _ _ _ _ _ . . . . . . _ . . . . : ; : : ~ : . . . . : : : : ~ . : ; : . . : ; ; . = : = ~ ; . : . ; . : . ; . ; . . i . . ; ; ; . ; . ; ; . : ; . : . ; . . . . ; . ; . . . ; , : . , ; , - = - - - ~ - - t . , , , , , , I O N A L ' t : \ \ C 2 0 2 0 T l l . 1 W J , I N C . A S S A / B E R T H A C O L O N I A L S H U T T E R t l . P : , 1 1 1 1 1 1 1 1 1 1 1 1 \ \ \ \ \ \ \ ( W I T H C L I P S ) D R A W N B Y : / i I L I £ C O I N c . \ A M E R I C A N S H ~ E ! s ~ ! ~ ~ v r A S S O C . , I N C , 7 / t : ; , 2 0 T I L L I T T E S T I N G & £ N C I N £ £ R I N C C O M P A N Y W C S T P A l . l t l B E A C H . F L . ! ! 4 0 7 « m N . W . . , . . . _ s t . s o . . J O , ; , - G < R 0 0 > ! 1 r u l l i l 0 4 . l l l f l P H O N E : ( 6 0 0 ) 4 3 2 - 2 2 0 4 , _ , . ' e ( ~ r i ; - i ~ c o ~ ~ l ~ - ' ~ r n - r . s , , F " A X : ( 5 6 1 ) 2 0 9 - B J B O 2 0 - 1 6 7 INSTAt 14 nQN Q£TAJLS Q N E X I S T I N G W O O D F R A M £ B W L Q J N G S C A - 0 0 0 6 7 1 9 W A L T E R A n L L f T J r . , P . C . F L O R I D A L k : . / 4 4 1 6 7 A I I T ( ) R A W / N G N o (2) 2 •,,4 • WOOD S1UOS REO/JIRED O CORNER. W/ //4•,-20 S.S. ,.,ll. Tf/€/11) M ROD 022" O.C. (Mox.) W/(2) J/15", ALUM. POP RM:TS w/ J/16" E.Ll. & s;a· o.c VE:RncAL ro P,.,NQ. (2) 2"x4-. WOOD sn.JDS REQUIRED § CORNER. OR W/1/4"'1-20 S.S. M ALL TREADt:D ROD 022" O.C. (ltlax.) W/(2) .3/16•, AWM. POP RM:TS W/ 3/16• E.D. & 5/8. o.c. VERTICAL 1V PANEL. 1 / 4 " " ' E L C O M A L E P A N E L / J A T E : H oR(f) 1 1 / 8 ' I r / i n . E M B r o M E N T I N T O W A H P A N E i . M A T £ . ( M a x . } 1 6 " 1 1 , . , L U U . " £ . 0 . c t 5 / 8 " T I C A L 7 0 P A N c / . . O R DETAIL BA: NON HURRICANE POSITI O N O N L Y (PLAN) SC.ALE : J/8• <= I " 1 / 4 . , , E ' l . C O E . P A N t : I . M A T F : I 1 / 8 " M i n . E 1 , 1 8 € 0 U f : N T I N T O W A L L M W / M A L E P I W W ' 4 A T E : 0 2 2 " O . C . ( U a J t . ) W / ( 2 ) . 3 / 1 6 " " ' A L U M . P O P R I V E T S W / J / 1 5 • E . D . 4 ' 5 / 8 " O . C . V l l / T T C A L T O P A N E L . O R DETAIL 7A: NON HURRICANE POSIT I O N O N L Y (PLAN) ( 2 ) 2 ' > t 4 • W 0 0 0 S T I J D S R £ Q U I R E D o C O R N f f i . ( 2 ) 2 • , , 4 • W O O D S 7 U D S R E . Q U I R E D O C O R N E R . ( f ) + < i ) H O R ( j ) 1 / 4 ' " ' a c o M A L E P A N E ' l . M A T E I 1 / 8 " M i n . E M 8 E J J A l l ' N T I N T O W A L L W / W , L E P A N E U J A ' T c 0 2 2 • o . c . ( I . l a x . ) W / ( 2 ) . J / 1 6 " - A L U M . P O P R I V E T S W / . 3 / 1 6 " E . D . 4 ' 5 / 8 " O . C . I I E ' R 7 i ' C 4 L T O P A N Q . D E T A I L 6 A : N O N H U R R I C A N E P O S I T I O N O N L Y ( P L A N ) S C A L E : 3 / 8 " - I • I 1 / 8 " M i n . f : M S E D M E N T I N T O W A L L M W / . 1 1 1 1 L E P A N E L / M T £ : 0 2 2 · o . c . { l , « , > t . ) W / ( 2 ) J / W " ' A J . . U l t l . P O P R r v f l S W / J / 1 6 • £ . 0 . & 5 / 8 " Q . C . \ ' f ' R 7 7 ~ L r o P A N £ L , v ® A L T E R N A T E D E T A I L B A : N O N H U R R I C A N E P O S I T I O N O N L Y ( P L A N ) F U J R I I M I J I J I I . D I N G C O D l N o n H / . h V • l o c l H u r r i c a n e Z o n , C O U B J N A T I O N D R A W I N G : t : > 2 1 ) 2 0 T I L T C C O , I N C . / h L I E C 0 1 N c . \ n L L I T T F : s n N G ~ E N G I N E E R I N G C O M P A N Y ! l . . 1 5 , . H . W . J l f l t . S t . , S t . . . m , ~ ~ l l . M a M . I l r 6 8 - . . , ( J o : ) V r - 1 " ' 1 . , - . , , , : { 3 0 6 ) 1 1 t • t ! i l t e - m o i l : t l l t e e o @ o o l . c o m C A - 0 0 0 6 7 1 9 W A L 7 F R A . n L U T J r . • P . f ; . F l . O R / D A L i e . I 4 4 1 6 7 S S A / E X T R U D E D B E R T H A B A H A M A S H I J r T £ R ( S H E E T S 1 T H R U 9 O F J J A S S . A B E R T H A C O L O N I A L S H U T T E R S H E C T S t o T H R U . J S O F . J J A S S A / B E R T H A C O L O N I A L S H U T T E R 1 r t . P ( W I T H C L I P S } D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 D A T E : · 4 2 6 8 W E S T R O A D S D R / V C l n S T P A L M W C H . F L J S 4 0 7 P H O N E : ( B 0 0 ~ 2 - 2 2 0 4 F A X : ( 5 6 1 } 2 0 9 - I J S B O ! M Y , I I , O U > 1 1 - I H 2 0 - 1 6 7 I M ! r D R A W I N G N o S H E E T 2 0 O F J J EXISTING WINDOW~ 2· x 4• WOOD PIATE REOUIR£0 (2) 1/.4" -ELCO mole/femoltt PAN£LMATE: W/ J 7/8• MINIMUM PENITRATION TO WOOD HEADER EDIT. 1/15 Cont. 1/15 (Z) 1/4• -El..CO mole/female PANELIM TE: W/ i 7/8" MINIMUM P£N£TT?ATION AT MIDWIDTH OF D(ISTINC WOOD PLATE SECTION 8' -8' (FLUSH MOUNT) HURRICANic POSmON SCALE: 1/4• = 1" ( 2 ) 1 / . 4 " , E L C O m o l e / f e m a l e P A N E L M A T E W / 1 7 / 8 • M I N I M U M P £ N I T R A T I O N T O W O O D H E A D E R E £ O I T . 1 / 1 5 C o n t C o n t SECTION c' - c ' < e u , L O - o u T M o u N T J HURRICANE POSfTJON SCALE: t/4• == 1., E X I S T I N G W I N D O W ~ 2 · x 4 • W O O D P L A T E R I I O U / R f D ( 2 ) 1 / . 4 • - E L C O m o l e / f e m a l e P A N E i . N A T E W / 1 7 / 8 • M I N I M U M P E N E T R A T I O N r o W O O D H E A D E R E O E T . 1 / 1 5 C o n t . 1 / 1 5 ( 2 ) 1 / . _ 4 " ¢ E L C O m a l e / f e m a l e P A N E L M A T E W / 1 7 / 8 " M I N I M U M P E N E T R A T I O N A T M I O W / O T I - I O F E X I S T I N G W O O D P L A T E E X I S T I N G W I N D O W E X I S T I N G B A N D R £ Q U / R £ D T y p , A L L A R O U N D ( 2 ) t / . 4 " - n c o m a l e / f e m a £ e P A N E L M A T t : W / 1 1 / _ _ 8 J . I I N I M U M P £ N D R A T 7 0 N T O W O O D H E A D E R c D E T . 1 / 1 5 C o n t . C o n t . C o t > t . S E £ D £ T . 1 / 1 5 ( 2 ) 1 / 4 " - E L C O m o l e / f e m a l e P A N E L M A T e W / i 7 / 8 " M I N I M U M / f f , N F : T R A T I O N A T M I D W I D T I - I O F E X t S n N G W O O D P L A T F : S E C T I O N D ' - D ' ( F L U S H M O U N T ) S H I J T T E R B l . A D £ R E V E R S £ l Y O R I E N T E D S E C T I O N £ 1 - £ 1 ( B U / L O - O U T M O U N T ) S H U T T £ R B l A D E R £ V £ R S £ L Y O R I E N T @ H U R R I C A N E P O S I T I O N S C A L E : 1 / 4 - " " 1 M C 2 0 2 0 r t L T C C O . I N C . / h L I E c o I N C . \ T / L L / T T E ' S T / N G a , £ N C I N £ E R / N G C O M P A N Y 6 J 5 S / < I r . J 4 1 I I . s t . ~ . J r J ! i . - - I U l ! f f l > I S J l ! 4 , , _ , ( , O , ) l l r • - • - , , . . . , , ( ~ t - 1 ! i l t e - m a i l : t , l \ G c o O a o l . c o m C A - 0 0 0 6 7 1 9 W A L T E R A . T I L L I T J r . , P . C . F L O R I D A I . J c . I 4 4 1 6 7 H U R R I C A N E P O S f r / O N S C A L E : 1 / 4 " . . , 1 " H u r r i c a n e Z o n • C O J I B J N A T I O N D R A W I N G : S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R { S H £ I T S 1 T H R U f l O F " A S S A B E R T H A C O L O N I A L S H U T T E R S H f f T S 1 0 T H R I J 3 3 O F J 3 } A S S A / B E R T H A C O L O N I A L S H U T T E R 1 1 . P ( W I T H C L I P S ) D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 G A T E : z ' 2 6 ' 1 W £ S T R O A D S D N J V £ l t f i 1 ' P A U i 8 1 : A C H , F l . " 4 0 7 P H O N £ : ( 1 1 0 0 } 4 : S Z - 2 2 0 4 F A X : ( 5 6 1 ) 2 0 9 - B : S B O . . . , . . 2 0 - 1 6 7 D R A W I N G N o ® W/(4) 7/4"¢ ALUMINUM---+-~ 1'-6 1/4" MAX .. -------. - - - - - - - 1 - 6 1 / 4 " M A X . - - - - - - _ - _ - , - + - - - t , 8 W / ( 4 ) 1 / 4 " ¢ A L U M I N U M POP RIVETS (TYP.) ~W/(1) /10 .>t J/4" HEX @ W / ( 1 ) # T O x J / 4 " H E X P O P R N I T S ( T Y P . ) D-----~ W/(4) 1/4"¢ ITW BUILOEX TAPCONS (TYP.) ~ HEAD TD< SCREW EACH LEG H E A D T E X S C R E W E A C H I £ § _ (HEADER & JAMBS) ( H E A D E R & J A M B S ) (2)@- r - - @ + @ I \ @ C E N T E R O F S H U T T E R ~B/26, C/26 . - - - - 0 2 . r @ w / ( 4 ) 1 / 4 ° ¢ I T W B U I L D E X T A P C O N S ( T Y P . ) [\ / ( 2 ) R E : Q ' D , A L W A Y S T Y P . \ 2.7kfo· -IF·*r=~-=. l):i:-r---------__ -__ -.-... -._~_ )~71] * 1 r 1 l ~ i ~ ~ : F ' · ~ - - - - - - - - - _ _ - = - _ - . - , = . Q o , . = . _ Q ( o l : , 1 ! , $ ! ! ! T - - - 2 - , J / _ 4 _ " - . - - - , I :10-~,.------------- I " ' - - - - - - - - - - - 0 o . :L .. ., ... J / ' l _ . . _ _ _ - _ _ _ - _ J - i ~ , - - o _ , _ _ _ _ _ o ~ . - - - 1 I ! : ___ J L - · - - - ~ . , l , i i O 0 0. W !: ! 0 1 2 . 0 0 0 " @~~--l~--·----1 i ~ . . . . - 1 l - l ! : , : ! t - - ' - - - - - ' EACH ; ~ ·-·-•..• , ~ - . . · - · · · - J @(TYP.) -1!~ ~-:® ~-;:) { i - / r ' } § T . 1 / 2 7 · ' ~ - ~ { 1 8 1 / 2 " (2) 1/4"¢-20x3/_4" I.L.i;l,:oiio.::ll=========t:================;;zf:,liiiioiljlj,l o ~ ~ o ~ l ~ I l ; ; ; i o ~ I ~ ~ , = = = = = = = = = = = = = = = = = = = = = = = = , t : . l . : ; l j i . o o l j ~ o . . J - . \ _ - · - - - - - - ~ . . . : _ - f S5 PHILLIPS FLAT HEAD I D E T . 1 / ' 2 7 BOLTS INTO ALUMINUM ~ ::,-·· I\ (~~ -~ . . . f J F - : I \ , - · · v ~ . , - . RIVET NUTS t v /\'t::========l=::..l i C □ . l ' a : = ± = = = = = = = ~ v 1 \ - = · = = = = = = = : : : : : t , . : : : ; ; _ ~ L l --------4'~!~==-=-..:i:i..;::.=-.::=-.::=-.::=-.::=-.::=-.::=-.::=-.::-.::_.::__,,::i_.,V ····--1 i r • · - · - · V - - - 1 [ t--------@---o-.Ji\--,--(-Tri_P_.) ________ +--1 l ! r u . . o . f i " ( T Y P . ) . i ! i I 0 ~!:!_ ____ !!~~f-it~~:it============"\.V=-::=============jl==_j ' . . ! 3 1 r t \ ! _ } ! l 0 --····-i t · - - - - - o - - , I I I ~11-----------------...-·J: i . . J I li:c!t::::::::::::::::::::.~=t::==========::::-YJ:/ /\~":...~~--~~-:...~~--~~--~~--~~°T =~-=-,~= • ~ ~ 1 " ; = - ~ - · - - ~ - ~ : ~ = ~ = ~ = : = : = : = : = : = : = : ~ = - Y J ~ ¼ - . c - ; - ; - ; - ; - ; ~ - ; - ; - ; - ; - ; - ; - ; - o ~ - : : : o : t : 1 ! : : t i ' ! = I \ I ,~Q. 0 :: ( ? . . . Q J / ' 1 0 0 I I Ir I ir--···· 0 0 I ~:--I :re--I I !! I :rcr 0 I \ 0 0 3 9 v r M A X . l ! .. 11o-0··-----------------::= ~ . 1 I i : = = = = = = = = = = = = = = = = = = = = = = = = = ~ - t t - . ~ ~ . ! : . ' · l 0 I I' : I . . . . . . . . . . . _ - " - - - + + - + + - = - o - - - , 0 , . . . , . . . . - - - i 0 j I ! _ . . . ; l !~----- J j 0 011 ': V A/23 0 Oj• 0 0 X J/4• HEX @w/(1) /10 HEAD TEK S LEG (SILL & CREW EACH JAMBS) l !~---·-1---.. ·----o I Io I _.. ... [ t··--·-,: !F:=: jiO 0 ~!i / I•/ :,'0""0 I ►B/26, : l _ _ _ _ ,. ----1 ~ - - · • • - - V/\ ·-----i ,--;1 , . . _ _ . I/ " _,_ ,, - · Io 11:i:> t j l l l C I --~, : : i w o : - i .... , •i : · · · : - - - - - : :, ~ - - ~ J ? ' ! I l / " ··--·---t ------ V I C/26 (2)@)-- Y MAX. WIDTH = J ' - o / I I 0 0 V / \ . j 1 ! I V I 1 0 0 · - · - · - · - · - - · - · - · - · - ( £ - ~ t - . . 2 1 3 / 4 ~ ~ M A X . _ _ J I A / 2 3 - l l - : 0 0 1 5 1 / 2 # ~ : l l o . 1 0 o o ! : ' " ' . . I I f , r 2 J / r - - - · - - _ , . , _ _ _ _ _ _ _ _ ' 1 i I o · · c , Z i I - ® . ( 2 ) R E Q ' D . L L l - ( 2 ) ® w / ( 1 ) / 1 0 x 3 / 4 ° H E X A L W A Y S T Y P . L @ + ( l ) o R ® { T Y P H E A D T E K S C R E W E A C H L E G A U ( S I L L & J A M B S ) A R O U N D E A C H P A N E L ) 1 ' 2 # / . t: 1/4N,-20xJ/4: AS DISTRIBUTED BY ALL POINT SCREW, BOLT AND SPECIAUTY CO. (PART # 25CRFNA) TYPICAL EXTERI O R E L E V . D O U B L E P A N E L (HURRI C A N E P O S I T I O N ) S C A L E : 3 / 1 6 " = 1 " MAXIMUM A.S.D. DESIGN PRESSURE RATING = +60.0, - 8 1 . 0 p . s . f . F O R INSTALLATION INTO CONCRETE OR CONCRETE BLOCK W A L L S U B S T R A T E . e 2 0 2 0 T I L r r : c o , I N C . / h L I E C 0 1 N c . \ T I L U T T E S T I N G 4 c £ N G / N £ E l f / N G C O M P A N Y & 3 5 5 N . ' 1 1 . . , _ _ s , . , ~ J O > . - . . _ I I D R N I < S , t l ' h o r , • , ~ ) 6 7 1 - 1 6 . J O , F o , r , ( X I S ) a T I - I S J I e - m o i l : l i l t e c o O o o l . c o m C 4 - 0 0 0 6 7 1 9 W A L l l ' R A _ T I U . F T J r . , P . E . F l . O R / D A U c . / 4 - 4 1 6 7 H u r r i c a n e Z o n • C O / J B I N A T J O N D R A W I N G : S A / E X T R U D E D B E R T H A B A H A M A S H U T T E R ( S H f f T S I T H R U 9 O F J J A S S A / B E R T H A C O L O N I A L S H U T T E R S H E E T S 1 0 T H R U J J o r . J J A S S A / B E R T H A C O L O N I A L S H U T T E R 1 1 1 . P ( W I T H S T O R M B A R S ) D R A W N B Y : A M E R I C A N S H U T I [ R S Y S T E M S A S S O C • • I N C . 7 / 2 / 2 0 2 0 . . . , , . . 4 2 6 8 W O ' r R O A D S D R I V E I K ' S T P A L M B E A C H , F L . " 4 0 7 P H O N E : ( 8 0 0 } 4 S 2 - 2 2 0 4 F A X : ( S 6 r ) Z 0 9 - 8 J 8 0 2 0 - 1 6 7 A U r D R A W I N G N o 1 1/4"x2"x1/16" 606J-T5 ALLOY A L U M I N U M ANGLE W/ LENGTH = CLEAR DISTA N C E BETWEEN HINGES, CLOSURE ANGLE R E Q U I R E D ONLY IF GAP BETWEEN SHUTTER & W A L L I S LARGER THAN 1/4". FASTEN W/ 1 / 4 • x 1 J / 4 . ( 2 ) 2 " x 4 " W O O D S T U D S R E Q U I R E D @ C O R N E R { T y p . ) POURED CONCRETE OR CONCRf:TE TAPCONS @ B" FULL HEIGHT \ BLOCK WALL RfQUJRED. (4) 1/4"~ TAPCON~S-...-------1. T. W./BUILDEX TO WALL.\ (TYP.) Min. £)(!STING GLASS I ,1) # 1 0 x J : / : m · , 5 l l · L}=irx H E A D L E A D ' M I J , I . • W l f , L POlff T A C C O R D I O N SCRE W ( E A C H B L A D E , TYP.) T O ( j J ) O R ( ! ) ---------MAX. WIDTH= J'-0 1/ 2 " - - - - - - - - ' & SECTION A - A SCALE 1 /4"=1" --------MAX.WIDTH= J'-0 1/ 2 " - - - - - - - - 1 · M I N POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. J ( 2 ) 2 " x 4 " W O O D __fDGE OF WALL. _ _ _ _ _ / [ ] \ c o S T U D S R E O U I R E - r ; - - 1 2 1/4 • , - - - - - - - z y O R I ( T Y P . ) @ C O R N E R { T y p . ) MIN. J ,, •, ,'·, .; -. -:.:: ·.,, •·· _._.... .. •r· ·:: :·:;: •.. ;;;S?t :, .. ::\~'~-EQ. ..--+'-<""""'";.;..J..4;'1 I © W/(4) v,n TAPCON~ I. T. W./BUILDEX TO WALL. (TYP.) I -W/(2) #10 x J/4" HEX ~ HEAD TEK SCREW (HEADER & JAMB) TYP. VIEWA (PARTIAL ELEVATION A T SCALE 1 / 4" = 1 " B O T T O M ) E Q . 1 1 / 2 " E O . I M I N I M U M S E P A R A T / O N T O G L A S S B L A D E T Y P E D O U B L E Q U A D R U P L E ® , C D P A N E L P A N E L S O L I D P E R F O R A T E D · C 2 0 2 0 T I L T C C O , I N C . / h L I E c o I N C . \ T I L L I T T C S T / H G & E N G I N E E R I N G C O M P A N Y 6 J $ 5 N . W . : , : w , . 9 . s t . . J Q 5 , - - l l D l i l l l A . J J f , , _ ' ( , a s J a n - , = . , . , , : ( J O < > ) " , - , . , , e - m a i l : t i l t e c o @ a o l . c o m C A - 0 0 0 6 7 1 9 W A L T E : R A . n t . L l r J r . , P . £ . 1 1 . 0 R I O A U c . / - # 1 6 7 1 , . 1 . , 1 J / 4 M 2 1 / 8 " H u r r i c a n e Z o n e C O J I B I N A n o N D R A W I N G : S S A / £ X T R U D £ D B F : R T H A B A H A M A S H U T T E R ( S H f f T S 1 T H R U 9 O F S J A S S A B E R T H A C O L O N / A l S H U T T E R S H E H S 1 0 ' f H R U " O F . J S A S S A / B E R T H A C O L O N I A L S H U T T E R I J . P ( W I T H S T O R M B A R S ) D R A W N B r : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 4 2 6 8 W E S T R O A D S D R I V E : D A T E : : W C S T P A U i 8 £ . 4 C H , F L 3 J 4 0 7 P H O N C : ( 8 0 0 ) 4 3 2 - 2 2 0 4 2 0 - , 6 7 F A X : ( 5 6 ( ) 2 0 9 - 8 5 8 0 . . , . . D R A W I N G N o POURED CONC!rITE OR CONCRITE ~ BLOCK WALL REQUIRED. Min EXISTING GLASS I I MIN. S 'PARAT/ON TO GLASS (Sff SCHEDUL£ ON SHEU 23) ©oR@ TYP.) -® : r n . £ . D . (!) 1/4" ALUMINUM 1) /10 >< 3M H E X .1/•· J/8" POP RIVETS (ryp.) HEAD LEAD POI N T . l / 8 . - ' / 4 • W I X \ ll/N. --ACCORDION SCR E W 1 1 / N . U J H . ( T Y P ) / (EACH BlADE, T Y P . ) . " ' - ' - / ro®~© ' / ~ ~ x P O U R E D C O N C R I T E O R C O N C R E T E B L O C K W A L L R E Q U I R E D . 1 / 4 " - 2 0 X . V 4 " S P H I L L I P S F L A T H E A D B O L T I N T O A L U M I N U M R I V E T N U T S t @ T O @ O R @ ( T Y P . ) P O U R E D C O N C R E T E O R C O N C R I T E B L O C K \ - - W A L L R E Q U I R E D . / TYPICAL PLAN (NON HURRICANE P O S I T I O N ) / , , ~ 1 " x 2 " x 1 / 8 " A L U M I N U M A N G L E I 6 0 6 3 - T 6 A L L O Y POURED CONCRETE jOR CONCRITt BLOCK ~ WAU. REQUIRED. /2 ~rMin. £.D. I .. DETAIL SCALE 1/4"=1" (4) 1/4#¢ TAPCONS 1.1.W. BUILDEX TO WALL 5/16" • 5 / 1 6 " --1 1 / 2 - J/4" 3/8"8> MIN. MIN. X (NON HURRICANE SCALE 1/8"=1" _ f l ) 1 / 4 " ¢ T A P C O N S / T T W B U I L O E X T O W A L L 1 • x 2 " x 1 / B • A L U M I N U M A N G L E 6 0 6 J - T 6 A L L O Y P O S I T I O N ) I ® r t • / • · ( 2 ) 1 / 4 " ¢ T A P C O N U / . T . W . B U / L D E X T O W A L L . ( 2 ) 1 / 4 " - 2 0 X J / 4 • 5 S P H I L L I P S F l . A T H E A D B O L T - - - ' J - ' - - , - ' N T O A L U M I N U M R I V E T N U T S t @ r o @ O R @ ( T Y P . ) E L E V A i l O N Y - Y S C A L E 1 / 8 " = 1 " t : 1 / 4 " 1 1 - 2 0 x 3 / 4 ~ A S D / S 7 R l 8 U T E D B Y A L L P O I N T S C R E W , B O L T A N O S P E C I A L I T Y C O . ( P A R T I 2 5 C R F N A ) f l 2 0 2 0 T l l T E C O , I N C . / h L I E C 0 1 N c : , \ T I L L J r T E S T I N G d : C N G I N £ £ R / H G C O M P A N Y ~ H - W . ~ S I . S t . . - - - f ! . c l l i ! D < » I , . , _ . , ( J D 5 1 " n - r l l , J ( ) . r . , , , ~ ) $ 1 1 - , s . s , e - m a i l : t i l t e c o O c o l . c o n , C , , , - 0 0 0 6 7 1 9 W A L T B \ ' A . n L U T J r . • P . £ . F t . O R I / J A L i e . / 4 4 1 6 7 A S S A / B E R T H A C O L O N I A L S H U T T E R , u ( W I T H S T O R M B A R S ) D R A W i \ / B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / . 2 / 2 0 2 0 4 2 6 8 W a T R O A D S O f t / V E D A T E : w c s r P A I N B t J . C I I , F L . : S . , 4 0 7 P H O N E : ( 8 0 0 ) 4 3 2 - 2 2 0 4 2 0 1 6 7 F A X : ( 5 6 1 ) 2 r J 9 - 8 $ 8 0 - R E V , , , _ ' 2 a C I W ' f f O N (2) 2" x 4" WOQg STUDS REQUIRED ·, 0 CORNER (Typ.) "'" 2" Min. E.D. {4) 1/4"~ TAPCONS I. T. W. BUILDEX TO WA~ 1 1/4"x2"x1/16" 6053-T5 ALLOY ALUMINUM ANGLE W/ LENGTH = CLEAR DISTANCE 8E1WE£N HINGES, CLOSURE ANGLE RE:OUIRED ONl Y IF GAP 8ITW££N SHUTTER & WAU IS lARGER THAN 1/4". FASTEN W/ l/4"x1 J/4'°\ TAPCONS @ B" FULL HEIGHT (TYP.) ~) 2" x 4" WOOD I ;. TUDS R£QU/RED I @ CORNER (Typ.) I 1/4"x2"x1/16" 6 0 5 3 - T S A L L O Y A L U M I N U M ANGLE W/ LENGTH = C L E A R D I S T A N C E 8E:TW££N HINGES, C L O S U R E A N G L E R E Q U I R E D ONLY IF GAP BE:TW E E N S H U T T E R & : W A L L I S LARGER THAN 1/4" . F A S T E N W / 1 / 4 " x 1 ~ 3/4• TAPCONS O B . F U L L H E I G H T EXISTI N G G l A S S M I N . S E P A R A TO G L A S S ( S E E S C H E D U L E : o N s H H E T 2 J J H o R ( D (0 ORU) TYP.) F ( T Y P . ) \ ( 1 ) 1 / 1 0 x J " H E X ( 2 ) 2 " x 4 " W O O D S T U D S R E Q U I R E D 0 C O R N E R ( T y p . ) 4} 1/4" ALUMINUM POP RfVITS (Typ.} ' \ . H E A D L E A D P O I N T ' \ , A C C O R D I O N S C R E W ' - / ' ( £ A C H B L A D £ , T Y P . ) ' - - _ , , , T O f i l } O R ( ] ) - ~ - - - ~ ' - 0 ~ X - - - - - - - - - - - - - - _ f ? ) 1 / 4 " - 2 0 X . Y 4 " S S P H I L L I P S F L A T H E A D B O L T I N T O A L U M I N U M R I I T T N U T S t @ r o @ O R @ ( T Y P . ) TYPICAL PLAN (NON H U R R I C A N E P O S I T I O N ) W O O D H E A D E R , W O O D P L A T E S , W O O D S T U D S O R 1 / 2 " ( M I N . ) P L Y W O O D S H E A T H I N G R E Q U I R E D ...... SCALE 1 / 4 " = 1 " I I I " x 2 " x 1 / 8 " A L U M I N U M A N G L E 6 0 6 3 - T 6 A L L O Y ® 7 , 1 / 4 " ~ ) 1 / 4 • ~ I l : : : = = r . p ( 4 ) 1 / 4 - ~ T A P C O N S I . T . W . B U I L D E X W / v 2 · M i n . T H R E A D E D P E N E T R A T I O N _ ! . 7 i ~ 0 - ~ · ; 4 , L ' _ f _ - - / . , ~ . . . . [ 1 1 1 f . l [ l L l : t i t n t ! l 1 1 U t t t t t t t n c j ~ - l l + - - - - = = - - - - = - - - - - - - + - . . . . . . : . , . ' ; ' P L Y W O O D S H E A T H I N G R E Q ' D . W / 1 " ' - J . : x 2 " x 1 / 8 " A L U M I N U M A N G L E z » 6 0 6 3 - 7 6 A L L O Y E X T R A D I S T A N C E P A S S E D P L Y W O O D f I 1 ( 2 ) 1 / 4 " - 2 0 X 3 / 4 " S S P H I L L I P S F L A T H E A D B O L T _ _ . , . . . _ _ I N T O A L U M I N U M R I V E T N U T S t @ T O @ O R © ( T Y P . ) 1 - - - 2 · L L . L . L . . L ~ ½ , _ _ _ _ , _ _ _ , _ , _ , _ - ' = . J & . . " - - - l - _ ! ' . . _ _ - - - " . & . . . . - - - 1 . 1 . J t : 1 / 4 " ¢ - 2 0 x . J / 4 ~ A S D I S T R / 8 / J T E D B Y A L L P O I N T S C R E W . B O L T A N D S P £ C I A L J T ' ( C O . ( P A R T / 2 5 C R F N A ) E L E V A T I O N Y - Y S C A L E 1 / 8 " ~ 1 " H u r r i c a n e Z a n • . . . . i ~ " t \ ~ - \ 1 1 ~ 1 1 1 1 1 1 1 , 1 1 , , . C O M B I N A T I O N D R A W I N G : i . w : . - I L L • . , s S A / E X T R u o r o B E R T H A B A H A M A s H u T T E R ( S H E E T S , T H R u 9 o r s s ~ ' ' \ ~ . . : . . . . . 1 ' 1 ; , . , . A S S A / B E R T H A C O L O N I A L S H U T T E R S H C E T S 1 0 T H R U " o r S J $ " ~ . · · · · . ~ / . ! " - $ ' ~ ~ . / , \ C , E N S r - · · . . · . ~ 0 2 0 2 0 r t t m : o . I N C . A S S A B E R T H A C O L O N I A L S H U T T £ R M . P _ ~ v c . , - ( W I T H S T O R M B A R S } ~ K W B Y : DETAIL X (NON HURRICA N E P O S I T I O N ) SCALE 1 /8"== 1" P(}l)f!C0 ~~ ORCONCftar ~ Bi.OCK RCOUll?W E/(/S W/1/DOW £Jos WINDOW (2) V+~x.Y+" SS PH/WPS' FIAT HEN) SOLT INTO MUii/HUi,/ !WU Nl/1S t @ro(b OR@ (TYP.} (;:) !/.ffill • .v-r ss PHIi.LiPS FIJI T HWJSOLT~ Af.lJU/M)/,,f RfVET NUTS t @10@ OR@ (TYP.) oR(DcoITT ✓ /{//'. POIJR~ OONCR~ f· OR CONCRF:rf: ~__,_..,. BLOCK /IEQV/RfO SECTION 8-8 (WALL MOUNT) HURRICANE POSITION SCALE 1/4"=1" t: 1/4•~-20xJ/4~ AS DISTRIBUTED BY All I POINT SCREW, BOLT AND SP£CIAUTY CO. (PART I 25CRFNA) . J ! l / 2 " ~ ! X I 1 1 ' 1 / I D O W E X I S T / f f i f X J W ( 2 ) 1 , / 4 ~ - Z J 1 t ¥ + · S S P f - 1 1 1 . . 1 . J P S F I A T H t : A D B O I . . T W T 0 A U J l , / J N U J , f R M : T N u r s t @ r o © O R ( l ) ( T Y P . } t - < } 1 / ~ - . . - 2 D , . v . r - S S P I I I W P S F I A T H t : A D S O L T I N T O A J . I J J , 1 / I I I J l , I R M T N t m S t @ r o @ O R @ ( T Y i > . ) ( t } / 1 0 / f . J " H E X H E A D _ _ L E " A O P O I / V T A C C O R D I O N S C R £ t l ( E : A C H B U . N J , . . . . . , - < 8 ) O R ( D c o N T . C O N T . I • 3 ' ! 1 1 / T W U ' . ; _ _ · ' " ' I > i \ 1 - 1 , - - - l l l + l ! - > c + - - " ' ~ . s : : : f l / £ O U l R f D ( W A L L M O U N T ) H U R R I C A N E P O S I T I O N S C A L E 1 / 4 " = 1 " n O R J D A B I J l l J J I N O C O D £ N o n H t h V e l o c l H u r r l c a n • Z a n • C O M B I N A r f O N D R A W f H G : e z o 2 0 T I L T C . C O , I N C . / h L i E C O I N C . \ T / 1 . . L I T T £ S T I N G 6 : E N G J N C C R I N G C O M P A N Y U S S N . " / f . ' 1 6 l / l . $ t . . $ l o . ~ - - ~ . J J l 8 " " ° " " , ( : 1 0 $ J a 1 1 - t 5 3 D . r " " , ( J o : , ) I I T r - 1 : , , 1 e - m a i l : t i l t e c o O o o l . o o m C A - 0 0 0 6 7 1 9 W A L 7 D ? A . T I L L I T J r . , P . £ F l . O R / Q A U c . I 4 4 1 6 7 S S A / E X T R U D E D 8 £ R T H A B A H A M A S H U T T E R ( S H f f T S t T H R U 9 O F J J A S S A / B E R T H A C O L O N I A L S H I J T T E R S H E E T S 1 0 T H R U J J O F J J A S S A / B E R T H A C O L O N I A L S H U T T E R M . P ( W I T H S T O R M B A R S ) D R A W N s ~ A M E R I C A N S H U T T E R S Y S T E M S A S S O C . J I N C . 1 / 2 / 2 0 2 0 4 2 6 B W F : S T R O A D S D R I V E D A T E : w r s r P A L M B E A C H , F i . . " ' 0 7 P H O N C : ( B 0 0 ) 4 : J 2 ~ 2 2 0 4 2 0 - 1 6 7 F A X , ( ! S B l ) 2 0 9 - B R I O D R A W I N G N o (2) 1/4"¢ -20 X 3/4" __/ 55 PHILLIPS FLAT HEAD BOLT INTO ALUMINUM RIVET NUTS t @ TO@ OR @; (TYP.) t 1/4"~-20x3/4''. AS DISTRIBUTED BY ALL POINT SCREW, BOLT AND SPECIALITY CO. (PART # 25CRFNA) H o R ( D ( T Y P J l \ ~ + ( E ) o R { p ( T Y P ) D E T A I L 1 ( I S O M E T R I C ) N . T . S 0 2 0 2 0 m r c c o . I N C . / h L I E C 0 1 N c . \ T I L L I T T c S T / N G 4 c E N G I N E E R / N ( ; C O M P A N Y G J S 5 N . 1 1 ' , . J 6 l l t . S I . , . . _ J O $ . _ , - l ' I . C l ! I D I . J J I & - . . , ( : J o 5 J t m - t S J O . r . , , , ( . J O S ) 6 n - 1 s s r e . - m o i l : l i l t e o o @ a o l . c o m C A - 0 0 0 6 7 1 9 W A L 7 r R A . n L L J T J r . , P . C . F I . O R I D A U c . I 4 4 1 6 7 * S H O W N O N I T S D R I V I N G { I N S T A L L A T I O N ) P O S t n O N A S S A / B E R T H A C O L O N I A L S H U T T E R > i 1 . P ( W I T H S T O R M B A R S ) V R A W N S Y c A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 4 2 6 8 ~ T R O A / J S / J R / V E D A T £ : W E S T P A L M B E A C H , f l . : S ; J 4 0 7 P H O N E : ( 8 C 0 ) 4 J 2 - 2 2 0 4 2 0 _ f 6 7 F A X : ( 5 5 1 ) 2 0 9 - / J : S / J O " l Y , , . , . . . , . . D R A W I N G N o t . l W 1 7 - 1 1 4 S H E £ T 2 7 O F J J @w/(4) 1/4"¢ ALUMINU.,.,,'M'-_;-_-~----1'-3 3/4" MAX.------.---- - - 1 ' - 3 3 / 4 " M A X . - - - - - - - - - - - 1 - J J / 4 " M A X . - - - - - - . - - - - - - 1 ' - 3 3 / 4 • M A X . - - - - - - , . . . - - + - - 4 POP RIVITS (7YP.) -~W/(1) #10 x 3/4" HEX I ? \ W / ( 1 ) / 1 0 1 1 3 / 4 " H E X 8 W / ( 4 ) 1 / 4 " f l l A L U M I N U M i\V HEAD Tf:K SCREW EACH LEG \ . 3 1 H E A D T E K S C R E W E A C H @ P O P R I V F J S ( 7 Y P . } @--(HEADER & JAMBS) ( H E A D E R & J A M B S ) D 1-------, !bi. (2)@-- A 1 + @ . . . U J j ( 2 ) R E Q ' D . 1 1 ( 2 ) @ ( 2 ) @ W / ( 4 ) 1 / 4 " ¢ A L U M I N U M V \ ( 2 ) @ ( E ) + 0 O R © - . . . n , , y£/J2, F/32 I\ R E Q ' D . A L W A l ' S 7 Y P . I ' i l w A r s T Y P v P O P R t V I T S E A c H ® l ( T Y P . A L L A R O U N D I \ . J I W/(4) 1/4"¢ ITW BUILOEX \ \ I N T E R I O R J A M B S I E A C H P A N E L ) W . l ' . ( 4 ) 1 / 4 " r , , I T W B U I L D E X TAPCONS (TYP.) I\ \ i T ; P C O N { 0 ( 7 Y P . ) l,--,~::;:t~-.---------711=~r,;1n~:.t~--:r_ - _ - _ - _ - _ - _ - _ - _ - ~ ~ - - - - - - - - _ ; - f - - - - _ - _ - _ = ~ ~ - ~ i i i l ~ f f i = - - - - - - - - - - - - - - " \ ! \ ~ i : i ; t t ~ ~ - - . - - - = _ - _ - _ - _ - _ _ _ - _ _ - = _ " } _ - = _ - - : : ' l : ~ ~ ~ = 1 ; t ; - - + . . : : . . . . : . . . : . . : . . . : . . : : . ~ . . : . . . r 1 - , - - - - , 2. 750" [ 11 j It~~-·· ·-····------'j! ~ l:1 \ • ~ - U ! I ' \ - - · - - · · · • - - - - - - - - - - = r z 1 x : • - - - - - ' : ) ~ - I 2 J / 4 # I ? iiocjrr----------"'!.--____;1[LIJ.,!,1 1') - - - - - - - - - - + - - - ~ I I : : r - - - - - - - - - - - - - ' o o l ! I L......,,-0---'o'-f--1 ~'lc.::....;;;..,1 :o O ·1 ' I i ! ! ! i d = . : ! ! ~ ; ' - o - o - r - - ~ 5 - 1 f , 1 , ; ; ; 8 - ; ; - . - - - - - - - - - , 1 1 < . . : . . . . . . ; ; _ ; . ; , l - - i + - i f - o . , , . . , _ _ - - - - = o - . - - - - 1 1 • i r·-··-1 -----·1 : : r - - - , J : - \ · - i I r L L _ _ _ _ _ • : 1 ! I 11 'r-····-' -11 i f--- - - - 1 l 1 i f - - - - - - - 1 I : , - - - l i 0 0 i !i io 0 i ! I il J , : ! ! l ! 0 d 7 1 i : 0 0 @ i~-. :r_t · · - - ! ~ - - - - - - + - - - - - - - - - - - i a ~ - G H - , t t i : " f i , t : = - : : : : i = - = - = - = ! - - - - - - 1 . _ - · _ · _ · _ - _ _ . . , 1 i l , i ' • Q E A C H (IV\ (:H) -nflr---@ oR(J) (7YP.} .. 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Y L L A R O U N D I l m ( 2 ) R E Q ' D . , . _ - A L W A r s T Y P ( 2 ) G ' - - < > - - - - I G W / ( 1 ) # 1 0 x 3 / 4 " H E X ~ C H P A N E L ) L E G ( S I L L & J A M B S ) I H E A D T E K S C R E W E A C H '-------------------- - - - - - - - - - - M A X . W I D T H = 5 ' - 1 " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' . - _ I < O I I . . . ~ ( ; j l : ~ < I TYPICAL H u r r l c a n • Z a n • t: 1/4"¢-20x3/4: AS DISTRIBUTED BY ALL POINT SCREW, BOLT AND SPECIALITY CO. (PART # 2SCRFNA) I MAXIMUM A.S.D. DESIGN PRESSURE RATING = +51.0, - 7 0 . 0 p . s . f . F O R INSTALLATION INTO CONCRETE OR CONCRETE BLOCK W A L L S U B S T R A T E . ( 2 ) 2 " x 4 " W O O D S T U D S R E Q U I R E D o C O R N E R ( T y p . ) POURED CONCRETE OR CONCRETE I 1 / 4 " x 2 " x l / 1 6 " 6 0 6 3 - T S A L L O Y A L U M I N U M A N G L E W / L E N G T H : o C L E A R D I S T A N C E B E T W E E N H I N G E S , C L O S U R E A N G L E R E Q U I R E D O N L Y I F G A P B E T W E E N S H U T T E R & W A L L I S L A R G E R T H A N 1 / 4 " . F A S T E N W / 1 / 4 " x 1 . 3 / 4 T A P C O N S @ 8 " F U L L H E I G H T BLOCK WALL REQUIRED. W/(4) 1/4"'1 TAPCONS I.T.W./BUILDEX TO WALL. (TYP.) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. Min. I M I N . S E P A R A n o N T O G L A S S ( S E E SC H E D U L E O N S H E I T 2 3 ) E X I S T I N G G L A S S r - © o R ( U L . 7 : ! 0 ' . J 7 5 " W N . I J J I I . ( 4 ) 1 / 4 " ' A L U M I N U M P O P R I V I T S ( T Y P . ) 1 . 4 5 J " G A P L ( 1 ) # 1 0 x J " H E X - H E A D L E A D P O I N T A C C O R D I O N S C R E W ( E A C H B L A D E , T Y P . ) T O ( j J ; O R ( / ) ( 4 ) 1 / 4 " ¢ T A P C O N S I . T . W . B U I L O E X i V ; I 1 1 / 2 " M i n . T H R E A D E D P E N E T R A T I O N r o W O O D '----------------- - - - - - - - M A X W I D T H = 5 ' - 1 " - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ , i l l S E C T I O N 0 - D S C A L E 1 / 4 " = 7 " ---------------- - - - - - - - M A X . W I D T H = 5 ' - 1 " - - - - - - - - - - - - - - - - - - - - - - - EDGE OF WALL. ~ _ 2 1/4" -/ .,,., ~ W / ( 4 ) 1 / 4 " ¢ A L U M I N U M r - - @ o R ( D ( l Y P , ) / \ P O P R I V E T S ( l Y P . ) (TYP.) B O T T O M ) . . . - - @ ( T Y P . ) , . I I I i I I - , 1 / r 1 • r - : - - r - l I ' I I I - - - - 7 1 i l O D - ! - - + - - ' - - E Q . ~ h - _ _ _ J I I I i I I l - 1 - - - - - 1 - - 0 , . . I p ; - - 7 ! e - - - J I I I i 0 : p : e 2 0 2 0 T I L r r c o . I N C . / h L I E c o I N C . \ T I L L I T T C S T I N G & £ : N G I N C C : R I N G C O M P , 1 , N Y ~ l < W . J 6 t J , . s t . s t . . J < 1 ' , - - - S J f - · . - ~ ~ 7 1 - 1 ~ 0 . . . . . - ( : s D $ ) / J 1 t - 1 ~ , e - m o i i : U t t e c c O c o l . i : o m C A - 0 0 0 6 7 1 9 W A L 7 F R A T / l L / T J r . . P . e . F l O R / D A L l c . I 4 4 1 6 7 D - - + - - I _ _ J E O . ! ( 2 ) 2 " x 4 " W O O D - - - - - s ~ r u D s R E Q U I R E D @ C O R N E R ( T y p . ) l J j ) 1 / 4 " / f J T A P C O N S I . T . W . B U l l D E X W / 1 1 / 2 " M i n . T H R E A D E D P E N E T R A T I O N T O W O O D C O J , I B J N A T J O N D R A W I N G : H u r r i c a n e Z o n e S S A / £ X T R U D t D B E R T H A B A H A M A S H U T T f R ( S H f f T S 1 T H R U 9 O F j j A S S A / B E R T H A C O L O N I A L S H U T T E R { S H C £ T S 1 0 T H R U : J 3 O F " A S S A / B E R T H A C O L O N I A L S H U T T E R M . P ( W I T H S T O R M B A R S ) D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C • • I N C , 7 / 2 / 2 0 2 0 l f V , N o 4 2 6 8 w c s r R O A l l S D l l / V ( . " W C S T P A U i B C A C H . F L S S 4 4 7 P H O N C : : ( 8 0 0 ) 6 2 - 2 2 0 4 F A X , ( 5 6 1 ) 2 0 9 - B S B O . . . , . , - £ 1 A 7 c ; 2 0 - 1 6 7 D R A W I N G N o POURED CONCRETE OR CONCRETE BLOCk WALL R£QUIR£0. ®w/ (4) I. T. W. BUILDEX TO POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED. r 1/16» MAX (r(P.) (4) 1/4D¢ TAPCONS I. T. W. BU/LDEX TOW~ MIN. S£PARA T I O N TO GIASS (S £ £ SCHEDULE ON 2 J ) W/ (4) 1/4• ALUMINUM POP RIVITS (Typ.) -(2){i:if) W / ( 4 ) 1 / 4 " A L U M I N U M POP~I V U S ( T y p . ) 1 1/2"x1 1/2"x1/8"x0'-2 1/8" ALUMINUM ANGLE 6063-T6 ALLOY L® OR@ (T Y P . ) ( 2 ) 1 / 4 " ¢ - T A P C O N S I . T . W . B U / l D E X T O W A L L . DETAIL X (NON HURRICANE P O S I T I O N ) SCALE 1 /8"= 1" ( 1 ) # W x J " H E X H £ A D L T A D P O I N T A C C O R D I O N S C R E W ( E A C H B u 1 D E , T Y P . ) T O ( f J J O R ( ! ) P O U R E D C O N C R E T E O R C O N C R E T E ' B L O C K W A L L R E Q U I R E D . , , , , , , , , . . - - - - - - - - - , , ' ( 4 ) 1 / 4 ' - T A P C O N S / , T . W . B U t L O E X r o W A L L . - - - - - - - - - - - - - - - - - - I 1 / 2 x 1 1 / 2 " x 1 / 8 " x o ' - 2 1 / B " A L U M I N U M A N G L E 6 0 6 J - T 6 A L L O Y P O U R E D C O N C R E T E O R C O N C R E T E B L O C K W A L L R E Q U I R E D . ~ " ( 2 ) 1 / 4 " ! i ! - 2 0 x 1 1 / 4 " S S P H I L L I P S F I A T H E A D B O L T S I N [ { L _ A L U M I N U M - . . . . . . . . R I V I T N U T S t - - . . . . , . _ @ ( l ) O R ( p ( T Y P . ) E X T E R I O R t : t / 4 . i 1 - 2 0 x 3 / 4 ~ A S D I S T R I B U T E D B Y A L L P O I N T S C R E W , B O L T A N D S P E C I A L I T Y C O . ( P A R T # 2 5 C R F N A ) : : : , I I ~ ~ t " j - H u r r i c a n e Z o n e C O I I B I N A r J O N D R A W I N G : \ . \ t l t t J J O f l O l i l l l t 1 1 , 1 . i S A / [ X T R l J D E D B C R T H A B A H A M A S H U T W i ( S H E E T S 1 T H R U 9 O F . J . J , , , c : t \ p . , T I L 1 . . 1 , , , , . A S S A / B £ R T H A C O L O N I A L S H U T T t R S H E E T S , o T H R U . J . J O F . J . J ~ . . . ~ ' v • • • • • • • • 7 . . . , . , . _ _ _ _ _ _ _ _ _ _ _ _ . . . . . , _ : : ; : ; ; : : : : . L . . : . : : . : . : . : : : . . . : = : ; : . : : : ; ~ ~ . : . : . : . ; . ; . . i , ; : ; : . ; . : ; . : ; . ; . ; ; ; . . ; . ; ; . . ; . ; . , - . . . . . . - - - : " . " : ' " - ' - " " 1 ~ ~ ~ . · · · · , r - E N n ; · . . ~ ' r . i 2 0 2 0 n L T C c o , I N C . A S S A / 8 £ R T H A C O L O N I A L S H U T T £ R l t l . P ~ ~ · ' \ ; u 0 t - · • · ~ ( W J r H S T O R M B A R S ) D R A W N B Y : ' . N 4 4 1 6 7 . ' Y - I I \ A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 / 2 0 2 0 0 . . . . . I L E C O I N C . D A T E : _ _ 4 2 6 8 W £ S T R O A D S D R I V E * 7 : . L I T T £ S T I N G & E N G I N £ £ R I N G C O M P A N Y W C S T P A L M B E A C H , F L : J J 4 0 7 • S T A J E O F G b H . l l ( 3 " 1 1 1 . S I . S t - . . m . - I W l f ) £ l l 5 . n O l l l ! M s : i , P H O H C : ( I I 0 0 } 4 $ 2 - 2 2 0 4 ~ , 0 . • ~ P • - : ( J O S ) l s 1 1 - t " ' 1 . , , _ : ( » 5 ) B n - , $ J I F A X : ( ! 5 B r ) 2 0 9 - 8 S 8 D ~ ~ • . / : , " - . · ~ ~ e - m a i l : t t l t e c o O a o l . c o m 1 - : - : , - - , - ~ = : : : ' . " " " - . - : : : = : - r - : = : - ' . : : - T - : : " ' . . . . , . = . , , = , . . , : - - - r - : . , . . : : , r : : - 1 \ ~ _ ; . • . . L O R I O ~ . - ~ ~ w A u m ~ i ~ P t P . E 1 - - / / E t l _ _ . ! , . . ' " - - - + _ _ : : ; : - " ° " : : . . : . , : . . . 1 - . : . : . " • . : . . _ - r = = 1 - " " ' - - - ' : - ~ " " - + - - - - r - ; s H c E T J o o r . J J " ' . . ; , < ; ' S ' ' • , • , • • ' ' . ' v , ~ ' F l O R J D , A U c . / 4 4 f 6 7 1 • 2 0 - 1 6 7 D R A W I N G N o WINDOW EXI WIHOOW POURe> COtlCRCTE OR CONcRE:TE BLOCX R£0/J/Rt:1) (2) v~x-lf.4" SS PH/IJ.}PS FIAT H£AD BOLT wro N.IJNIIIIJII RNIT MJTSt @m© OR@ (TrP.) I' ~ V4">-,a1 x JI• SS PH/WPS FUT H£AD SOLT wro ALIIIIINIJM RNU mJTSt@ro~ OR@ (T'/7'.) 1/ SECTION E-E (WALL MOUNT) HURRICANE POSITION SCALE 1/4"=1" 00/IT. 1/4n¢-20x.J/4 ~ AS DISTRIBUTED BY ALL POINT SCREW, BOLT AND SPECIALITY CO. (PART /25 CRFNA} 12· 49 Jft' I · ' . . I I i I • M J N . S O ' A F I . A T J O N 1 t l C t A S s ' ( S E £ S C H C D U L C 0 / f S I / E H 2 . J ) E X I ' N I N D O W W / 1 ' / 0 0 W m , ~ . , - z , , , * S S P H / W P S F v \ T H E A D B O L T w r o A L I J M I N I J / I / R M T N U T S t @ r o © O R © ( T Y P J C l : ) ~ - Z l X , ¥ 4 ' S S P H / W P S F U T 1 / E A D B O L T I N 1 V A W M I N I J N R I Y U N V T S t @ r o @ O R @ ( r Y P . ) - - 2 . " X 4 " J I O O O P I A T E : R E " O / J I R E D i . . - l i m + ' e + - - ~ - ~ g R E Q / J I R E D 0 Z 0 2 0 T I L T E C O , I N C , C O I T T . ' f ! I . J , 1 2 1 " A / A X . + © O R © C C N T . S E C T I O N F - F ( W A L L M O U N T ) H U R R I C A N E P O S I T I O N S C A L E 1 / 4 " = 1 " · ' . . I I ! F L O R I D A 8 t J I I J J I N G C O O £ N o n H / i h C O A I B J N A n O N D R A W I N G : H u r r i c a n e Z o n e S A / £ X T R U D £ D B E R T H A B A H A M A S H I J T T f R ( S H E £ T S I T H R U 9 O F " A S S A / B E R T H A C O L O N I A L S H I / T T C R S H E E T S 1 0 T H R U . J . J O F : J J A S S A / B E R T H A C O L O N I A L S H U T T E R M , P / h L I E c o , N e . \ ( W I T H S T O R M B A R S ) D R A W N B Y : A M E R I C A N S H U T T E R S Y S T E M S A S S O C . , I N C . 7 / 2 1 2 0 2 0 4 2 6 8 W E S T R O A O S D H / V E D 4 T I ; ; T I L i . i T T E S T I N G & E N G I N E C ' R I N G C O M P A N Y f J $ 5 , . . . . . 1 6 " " S t . $ l o o . J l ) S , - ~ 1 1 . 0 ! ! K M " ' , , , _ _ , ~ ; v , - , , . , , , . - : ( 3 0 $ ) 8 1 1 - 1 5 3 1 e - m o i l : t i l t e o o O a o l . c o m C A - 0 0 0 6 7 1 9 W A L 7 l ' R A T I L U T J r . , P . f . F L O R I D A u c . j 4 4 1 6 7 l l ' E " S T P A L M 8 € A C H , F L . 3 S 4 0 7 P H O N E : ( a o o µ : n - 2 2 r u 2 0 - t 6 7 r 1 1 x , ( 5 6 1 ) 2 0 9 - B Y O I I C V . N o (2) 1/4"¢ -20 X J/4" SS PHILLIPS FLAT HEAD BOLT INTO ALUMINUM RIVET NUTS t @ TO@ OR@ (TYP.) t 1/4"¢-20x3/4~ AS DISTRIBUTED BY ALL POINT SCREW, BOLT AND SPECIALITY CO. (PART # 25CRFNA) D E T A I L 2 (I S O M E T R I C ) N . T . S O R C D ( 1 Y P . ) 0 2 0 2 0 T I L T E C O , I N C . / h L I E c o I N C . \ T I L L I T T C S T I N G , t E N G I N E £ R / N G C O M P A N Y 6 . S 5 $ N . I K . J l i t b . S t . s t < . . J Q I J . - G < l l l l O I S , 1 1 . 0 I I O I » I " " " " • , { m 1 & 7 7 - 1 5 ' 0 . F a , , ( . 1 0 $ » > r - 1 ' i l 1 e - m a i l : t l l t . e c o O o o l . c : x , m C A - 0 0 0 6 7 1 9 W A L 7 l " R A . T I L L I T J r . , P . E . F l . O R / D A L i e . I . U 1 6 7 * L Q ] ) c o N r S H O W N O N I T S D R I V I N G ( I N S T A L L A T I O N } P O S I T I O N H u r r i c a n e Z o n e C O I J S J H A T J O N D R A W I N G : / C K T R U D f O B E R T H A B A H A M A S H U T T f R ( S H £ £ 1 S I T H R U 9 O F J J A S S A B C R T H A C O i . O N / A L S H U T T E R S H E E T S 1 0 T H R U J S O F . J J A S S A / B E R T H A C O L O N I A L S H U T T £ R 1 1 . P ( W I T H S T O R M B A R S ) O R A W N B Y : A M E R I C A N S H U T I [ R S Y S T E M S A S S O C . , I N C . 1 / 2 / 2 0 2 0 4 2 6 8 W £ S T R O A O S D R I V E W E S T P A L M B E A C H , F l . . : S J 4 0 7 P H O N E . : ( B 0 0 ) - 4 3 2 - 2 2 0 4 r . l i X : ( 5 6 1 ) 2 0 9 - B S 8 0 N I I ' D A " f c : 2 0 - 1 6 7 D R A W I N G N o