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352 12th St RES21-0268 7 Hurricane ShuttersOWNER:ADDRESS:CITY:STATE:ZIP: ROBICHAUD WILLIAM T TRUST C/O ROBICHAUD WILLIAM T & LOIS A ATLANTIC BEACH FL 32233-5514 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: 171927 0000 SELVA MARINA UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 352 12TH ST RESIDENTIAL ALTERATION RESIDENTIAL 7 HURRICANE SHUTTERS $1500.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 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: 9/7/2021 PERMIT NUMBER RES21-0268 ISSUED: 9/7/2021 EXPIRES: 3/6/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $94.00 2 of 2Issued Date: 9/7/2021 PERMIT NUMBER RES21-0268 ISSUED: 9/7/2021 EXPIRES: 3/6/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $94.00 RES21-0268 Address: 352 12TH ST APN: 171927 0000 $94.00 BUILDING $60.00 BUILDING PERMIT 455-0000-322-1000 0 $60.00 BUILDING PLAN REVIEW $30.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $30.00 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: R17018 $94.00 Printed: Tuesday, September 7, 2021 11:53 AM Date Paid: Tuesday, September 07, 2021 Paid By: FIRST COAST HURRICANE SHUTTERS Pay Method: CREDIT CARD 508809104 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R17018 ~+; 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 RES21-0268 ,,•;P.:.i,'Jr/~, Building Permit Application •)' i~ ,€ ~•'i City of Atlantic Beach Build ing Department ~ ,,,.. . 800 Seminole Road, Atlantic Beach, FL 32233 'r.JH ur.: -Phone: (904) 247-5826 Email : Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. Job Address: 3 5 2 12th St. Permit Number: ___________ _ Legal Description 23-4 16-2S-29E Selva Marina Unit 1 LOT 5 BU< 2 RE# 171927-0000 Valuation of Work (Replacement Cost) $_15_00_._oo _____ Heated/Cooled SF _1_45_9 ___ Non-Heated/Cooled _____ _ • Class of Work: □New □Addition []Alter ation □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial Q'lResidential • If an existing structu re, is a fire sp rin kler system installed?: □Yes ra No • W ill tree(sl be removed in association with orooosed oroiect? □Yes /must submit senarate Tree Removal Permit\ rnNo Describe in detail the type of work to be performed: Installing Aluminum & Lexan Hurricane Panels on 7 Openings Florida Product Ap proval #_F_L1_1_964_&_F_L1_5_094 ______________ for multiple products use product approval form Property Owner Information Name William T. Robichaud Trust City Atlantic Beach E-Mail c t\.,:l Owner or Agent (If Agent, Contractor Information Ad dress 352 12th St. Phone 904-249-8943 Name of Company First Coast Hurricane Shutters, LLC Qualifying Agent _n_m_ot_hy_R_y_cz_e_k __________ _ Address 12110 Longmont Ln. s. City Jacksonville State _F_L __ Zip 32246 Office Phone _904_-4_1_9-_98_1_s ___________ Job Site Contact Number _______________ _ State Certification/Registration # _c _Gc_1 s_11_1_63 _____ E-Mail ottice@fchurricaneshutters.com Archit ect Name & Phone# ___________________________________ _ Engineer's Name & Phone# ___________________________________ _ Workers Co m pe nsatio n Insurer Old Dominion Insurance Co. OR Exem pt □ Expir ation Date _o_v_o1_I 2_0_22 ____ _ Application is her eby made to obtain a permit to do the work and insta llations as indicated. I certify that no work or inst allation has commenced prior to the issuance of a permit and that all w ork will b e performed to meet the standards of all the laws reg u lating construction i n this jurisdiction. I understand that a separate pe r mit must b e secured for ELECTRICAL WORK, PLUMBI NG, SIGNS, WELLS, POOLS, FURNACES, BOI LERS, HEATERS, TANKS, and AIR CON DITIONERS, etc. NOTICE: In addition to the requirements of this permit, ther e may be additional restricti ons appl icab l e to this property that may be fou nd i n t he p u b l ic r ecor ds of this county, and there may be additional permits required from other governmental entities such as water management distr icts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the fo regoing information is accurate and that all work will be done in compliance with all applica b le laws regulating constr uction 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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RE ~~G YOUR ~~ ICE OF C~NCEMENT. ~ .,,;_ / -~< ~ ----=---~,.L--,f------- 7 (Signatu re f Owner or Agent) ~ersonally Known OR [ ] Produced Identification ~...,,.>...AJ',~V~/Y..,,..,.N"""tlV~ Type of Identification: _____________ _ 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: _________________________________________________________ Doc# 2021225870, OR BK 19887 Page 848, Number Pages: 1, Recorded 08/30/2021 10:14 AM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 171927-0000 ------ State of Florida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. I. Description of property (legal description of property and address if available): 23-4 16-2S-29E Selva Marina Unit 1 LOT 5 BLK 2 2. General Description of improvements: Hurricane Shutter Installation / Protection 3. Owner Information: a) Name and Address: William T. Robichaud Trust -352 12th St. Atlantic Beach, FL 32233 b) Interest in property: ______________________________ _ c) Name and address of simple titleholder (if other than owner): 4. Contractor lnfonnation- a) Name and Address: First Coast Hurricane Shutters -12170 Longmont Ln. S. Jacksonville FL 32246 b) Phone Number:_9_0_4_-3_2_4_-6_6_20 ____________ _ 5. Surety lnfonnation: a) Name and Address: _____________________________ _ b) Phone Number: _________________ _ c)AmountofBond:$ _______________ _ 6. Lender Information: a) Name and Address:------------------------------- b) Phone Number:. _________________ _ 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (!)(a) 7, Florida Statutes: a) Name and Address: ______________________________ _ b) Phone Numbers of Designated Person: _________________ _ 8. In addition to himsel£1herself, Owner designates ___________ of ______ to receive a copy of the Lienor's Notice as provided in Section 713.13 (I) (b), Florida Statutes. a) Name and Address: ____________________________ _ b) Phone Number of person or entity designated by owner: _____________ _ 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one (I) year from the date ofrecording unless a different date is specified: ___________________ _ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713 .13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PA YING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare~tha have read the foregoing notice of commencement and that the facts stated therein are true to the best of my know! ge and belief'. \ . ' ~---· . ;I ' ', { / { 1,:Pt~c~t-\. / / d/~;__, ~···. . lJ\JJn.tr-\O:l\,~rn KobichuLlC ,/ Signature of Owner or Owners Authorized Officer/Director!Partn ,Manager Signatory's Printed Name & Title/Office The foregoing inst ment was acknowledged before me by m"""~ "~hysical presence orOonline notarization, 2..1/"2. ..., 1 A1, 1\ -o,._. .1 this ::::..2 day of ...J-.U:..~1-1£.!::>LL-___ , 20 _k:L, b:,. ·~ \) 1 i I ICC(b f::::W IC Yll'(__lt(/who is,.I?!:_rsonally known to l"ame of Person) me or produced ------------as identification, as1X?o\Q.,Dv:?il e y 3 -....t-v, _\.. (Type of Authority. e.g .. officer, attorney in fact, etc.) for ':J 2 \ 2 I · • S I . (Name of Party Instrument was Executed for) Commissioned Notary Name· .. ,. ::....¥-..l.lL!l!..!..:~~::..:_r:....:....!._:;:....~- ~Y'\Cl V\r' (JV\ V\ Zi~ Revised l /l /2020 GQ I E ' R A L NQ T E ' S ; 1. ST O R M PA N E L SH O W N ON TH I S PR O D U C T EV A L U A T I O N DO C U M E N T (P . E . D . ) HA S BE E N VE R I F I E D FO R CO M P L I A N C E IN AC C O R D A N C E WI T H TH E 20 2 0 (7 t h ED l l l O N ) OF TH E FL O R I D A BU I L D I N G CO D E . TH I S ST O R M PA N E L SH A L L .1 1 1 1 I BE IN S T A L L E D AT HI G H VE L O C I T Y HU R R I C A N E ZO N E S (M I A M I - D A D E / BR O W A R D CO U N T I E S ) . DE S I G N WI N D LO A D S SH A L L BE DE T E R M I N E D AS PE R SE C T I O N 1I O I I OF TH E AB O V E ME N T I O N E D CO D E , FO R A WI N D SP E E D AS RE Q U I R E D BY TH E JU R I S D I C T I O N WH E R E TH E S E SH U T T E R S WI L L BE IN S T A L L . £ 0 AN D FO R A DI R E C T I O N A L I T Y FA C T O R Kd = 0 . 8 5 . US I N G AS C £ 7 - 1 1 SH A L L NO T EX C E E D TH E MA X I M U M (A . S . D . ) DE S I G N PR E S S U R E RA T I N G S IN D I C A T E D ON SH E E T S 2, 7, 9 TH R U 17 . IN OR D E R TO VE R I F Y TH E AB O V E CO N D I T I O N , UL T I M A T E DE S I G N WI N D LO A D S DE T E R M I N E D PE R AS C E 7- 1 1 1 SH A L L BE FI R S T RE D U C E D TO A. S . D . DE S I G N WI N D LO A D S BY MU L T I P L Y I N G TH E M BY 0. 6 IN OR D E R TO CO M P A R E TH E S E W / MA X . (A . S . D ) DE S I G N PR E S S U R E RA T I N G S IN D I C A T E D ON SH E E T S 2, 7, 9 TH R U 17 . IN OR D E R TO VE R I F Y TH A T CO M P O N E N T S AN D AN C H O R S ON TH I S P. E . O . AS TE S T E D WE R E NO T OV E R ST R E S S E D , A 3 3 " IN C R E A S E IN AL L O W A B L . £ ST R E S S FO R WI N D LO A O S WA S .1 1 1 1 I . US E D IN TH E I R AN A L Y S I S . A DU R A T I O N FA C T O R CD = 1 . 6 0 WA S US E D FO R VE R I F I C A T I O N OF FA S T E N E R S IN WO O D . ST O R M PA N E L ' S AD E Q U A C Y FO R lt . l P A C T AN D FA T I G U E RE S I S T A N C E HA S BE E N VE R I F I E D IN AC C O R D A N C E WI T H SE C T I O N II O l l , 1 . 2 OF TH E AB O V E WE N T I O N E D CO D E AS PE R AM E R I C A N TE S T LA B RE P O R T S I 03 2 1 . 0 1 - 0 5 , f oa 1 2 . 0 1 - o s AN D f 01 1 9 . 0 1 - 0 6 , PE R AS T M E 18 8 6 , E 19 9 6 AN D AS T M E- 3 3 0 ST A N D A R D S , QU A L I F I E D FO R WI N D ZO N E S 1, 2 AN D 3: MI S S I L E TY P E D (B A S I C PR O T E C T I O N ON L Y ) AN D FO R IN S T A L L A T I O N AT NO N ES S E N T I A L FA C I L I T I E S AS DE F I N E D BY AS T M E 19 9 6 . 2. AL L AL U M I N U M SH E E T ME T A L PA N E L S SH A L L HA V E 50 5 2 - H 3 2 OR 30 0 4 - H 3 4 AL L O Y . 3. AL L AL U M I N U M EX T R U S I O N S SH A L L BE AL U M I N U M As s r u ; I A T I O N 6D 6 3 - T 6 AL L O Y & TE M P E R UN L E S S OT H E R W I S E NO T E D . ST O R M PA N E L CO M P O N E N T S Q3 ST U D D E D PL A T E AN O ~ SN A P CA P AR E PA T E N T PE N D I N G . AL L AL U M I N U M EX T R U S I O N S IN CO N T A C T WI T H DI S S I M I L A R MA T E R I A L S SH A L L CO M P L Y WI T H SE C T I O N 11 1 - 6 OF TH E 20 1 5 AL U M I N U M DE S I G N MA N U A L . 4. AL L SC R E W S TO BE ST A I N L . £ S S ST E E L 30 4 OR 31 6 AI S I SE R I E S OR CO R R O S I O N RE S I S T A N T CO A T E D CA R B O N ST E E L AS PE R DI N 50 0 1 8 W / 50 ks l YI E L D ST R E N G T H AN D 90 ks l TE N S I L E ST R E N G T H & SH A L L CO M P L Y W / FL O R I D A BU I L D I N G CO D E SE C T I O N 24 1 1 . 3 , 3 , 4 , NO T E S : 8. 1 ) MI N I M U l , I EM B E D M E N T OF TA P C O N AN C H O R S , S. G . TA P C O N S , EL C O PA N E L M A T E , ELCO TVAS. IN T O TH E CO N C R E T E BL O C K UN I T SH A L L BE 1 1 / 4 " . B. 2 ) - 3 / 4 " • SO L I D SE T AN C H O R S SH A L L BE EN T E R I L Y EM B E D D E D IN T O TH E CONCRETE BLOCK UNIT NO EM B E O M E N T IN T O ST U C C O SH A L L BE PE R M I T T E D . 1 / 4 " • - z o SC R E W S US E D SH A L L BE 1 1 / 2 " LO N G MI N I M U M SH O U L D STUCCO EXIST, AND 1" MINIMUM FOR WALLS WI T H NO ST U C C O . B. 3 ) IN CA S E TH A T PR E C A S T ST O N E OR PR E C A S T CO N C R E T E PA N E L S BE FO U N D ON THE EXISTING WALL, ANCHORS SH A L L BE LO N G EN O U G H TO RE A C H TH E MA I N ST R U C T U R E BE H I N D SU C H PANELS. ANCHORAGE SHALL BE AS IN D I C A T E D ON NO T E S B. 1 ) & 8. 2 ) AB O V E . (C ) TO EX I S T I N G WO O D FR A M E BU I L D I N G S , SE E SP E C I F I C A T I O N S ON SH E E T S 12 , 13, 14 & 15. ANCHORAGE SHALL BE PE R F O R M E D BE Y O N D AN Y FI N I S H MA T E R I A L AT WA L L LI K E BR I C K VE N E E R , ST U C C O OR ANY OTHER FINISH, (D ) AN C H O R S SH A L L BE IN S T A L L £ D FO L L O W I N G AL L o r TH E RE C O M M E N D A T I O N S AND SPECIFICATIONS OF THE ANCHOR'S MA N U F A C T U R E R . 7. PA N E L S MA Y AL S O BE IN S T A L L E D HO R I Z O N T A L L Y FO L L O W I N G IN S T A L L A T I O N DE T A I L S SHOWN ON SECTIONS 1 THRU 13 (S H E E T 4 TH R U B) EX C E P T TH A T HE A D E R S 2, 3, 3A & 4 SH A L L NO T BE US E D . 8. IT SH A L L BE TH E RE S P O N S I B I L I T Y o r TH E CO N T R A C T O R TO VE R I F Y TH E SO U N D N E S S OF THE STRUCTURE WHERE SHUTTER IS TO BE AT T A C H E D TO IN S U R E PR O P E R AN C H O R A G E . TH I S SH U T T E R SH A L L ONLY BE ATTACHED TO CONCRETE, BLOCK OR WO O D FR A M E BU I L D I N G S . 9. TH E IN S T A L L A T I O N CO N T R A C T O R IS TO SE A L / C A U L K AL L SH U T T E R CO M P O N E N T EOGES WHICH REMAIN IN CONTINUOUS CO N T A C T WI T H TH E BU I L D I N G TO PR E V E N T WI N D / R A I N IN T R U S I O N . CA U L K AN D SEAL SHUTTER TRACKS ALL AROUND FIJLL l. £ N G T H , 5. BO L T S TO BE AS T M A - 3 0 7 GA L V A N I Z E D ST E E L OR AI S I 30 4 SE R I E S ST A I N L E S S ST E E L , WI T H 35 ks l MI N I M U M YI E L D ST R E N G T H . 10 , (a ) TH I S P. E , D , PR E P A R E D BY TH I S EN G I N E E R IS GE N E R I C AN D DO E S NO T PROVIDE INFORMATION FOR A SITE SPECIFIC PR O J E C T : I. e . WH E R E TH E SI T E CO N D I T I O N S DE V I A T E FR O M TH E P. E . O . 6. AN C H O R S TO WA L L SH A L L BE AS FO L L O W S : (U N L E S S OT H E R W I S E NO T E D ) - 1 / 4 " • TA P C O N AN C H O R S AS MA N U F A C T U R E D BY I. T . W . / B U I L D E X . - 1 / 4 " • S. G . TA P C O N S AS MA N U F A C T U R E D BY IT W / BU I L D E X . - 1 / 4 " • PA N E L MA T E S AN C H O R S MA L E OR TV A S AS MA N U F A C T U R E D BY EL C O CO N S T R U C T I O N PR O D U C T S . - 1 / 4 " d X 3 / 4 " SO L I D SE T AN C H O R S , AS DI S T R I B U T E D BY AL L PO I N T S SC R E W , BO L T & SP E C I A L T Y CO M P A N Y . NO T E S : A . I ) MI N I M U M EM B E D M E N T IN T O PO U R E D CO N C R E T E OF TA P C O N AN C H O R S AN D S. G . TA P C O N S IS 1 3 / 4 " : FO R EL C O PA N E L M A T E AN D EL C O TV A S IS 2" , A. 2 ) 3 / 4 " d SO L I D SE T AN C H O R S SH A L L BE EN T I R E L Y EM B E D D E D IN T O TH E PO U R E D CO N C R E T E . NO EM B E D M E N T IN T O ST U C C O SH A L L BE PE R M I T T E D . - 1 / 4 " • - 2 0 SC R E W S US E D SH A L L BE 1 1 / 2 " LO N G MI N I M U M SH O U L D ST U C C O EX I S T , AN D 1 " MI N I M U M FO R WA L L S WI T H NO ST U C C O . A, 3 ) IN CA S E TH A T PR E C A S T ST O N E , PR E C A S T CO N C R E T E PA N E L S , OR PA V E R S BE FO U N D ON TH E EX I S T I N G WA L L OR FL O O R , AN C H O R S SH A L L BE LO N G EN O U G H TO RE A C H TH E MA I N ST R U C T U R E BE H I N D SU C H PA N E L S , AN C H O R A G E SH A L L BE AS IN D I C A T E D ON NO T E S A. 1 ) & A. 2 ) AB O V E . (8 ) TO EX I S T I N G CO N C R E T E BL O C K WA L L : - 1 / 4 " • · TA P C O N AN C H O R S AS MA N U F A C T U R E D BY I. T . W , / B U I L D E X , - 1 / 4 " • S. G . TA P C O N S AS MA N U F A C T U R E D BY IT W / BU I L D E X . - 1 / 4 " • PA N E L MA T E S AN C H O R S MA L E OR TV A S AS MA N U F A C T U R E D BY EL C O CO N S T R U C T I O N PR O D U C T S . - 1 / 4 " • x 3 / 4 " SO L I D SE T AN C H O R S , AS DI S T R I B U T E D BY AL L PO I N T S SC R E W , BO L T & SP E C I A L T Y CO M P A N Y . 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SE P A R A T T O N j TO GL A S S I EL - - CO N C R E T E A N C H O R S / ( S f f SC H E D U L E ) QP U Q N U SE C T I O N J'A i .2 5 0 " Ma x . ~i I r · I I I I I I I I I I !- - 0 I Di' i "' "' 5 I ::: ~ "' ~ i; j f £ / PO I J R m - / CO N C R E T E £. D . OR CO N C R E T E k BL O C K WA L L RE O U / R £ D 1=::::: CO N C R U £ A N C H O R S / ( S f f SC H E D U L E ) SECTION O ANCHOR PO U R c D CO N C R E T E O R } CO N C R E T E BL O C K WA L L RE Q U I R E D SECTION O STUD TYP. TOP /BOTTOM CONr. (OPEN POSmoN +) com. (OPEN POSITION+) COffl: (OPEN POSITION+) WA L L MOUNTING INSTALLATION SECTION 4 SC.LE : 1/2" = 1• CO M B I N E D IN AN Y WA Y TO SU I T AN Y /N S T A l l A T I O N . FI . . O R I D A BU I L D I N G CODE Non HI h Velocl HurTlcane Zone :0 2 0 2 0 TI L T E C O , IN C . / hL i E C 0 1 N c . \ TI L U T T£ S T I N G & EN G I N E E R I N G CO M P A N Y 15 3 5 5 N.W . 36 t h . 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'i ' I R O I N I A t. l , A C £ N S , " - 3l 1 6 8 Pl l l l r w : (3 0 S ) e 7 1 - 1 ~ • fC I I I : {3 0 9 ) 8 7 1 - 1 1 1 3 1 CA - 0 0 0 6 7 1 8 WA L T E R A. 1n . 1 J T Jr . , P .E . FL O R I D A li e . 44 1 6 7 0. 0 5 0 " BERTHA ALUMINUM STORM PANEL "·' (2.00· DEEP) DRAW>! BY, EA S T E R N METAL SUPPLY, INC "'268 WEST ROADS DRIVE WEST PALM BEACH, F'L 33407 PHONE: (581)209-8283 FAX: (5151)841-1716 7/9/2020 DATC: 20-t83 DRAWING No SHEa s or,, SO L I D SE T OR EL C O ma l e PA N E L M A T E DR S. G . TA P C O N S @ @ O R 0 W / 1 / 4 " ~ - 2 0 SI D E W A L K BO L T OR @ Q' e : J ~ 7/ 8 " ~ X J / J 2 " @ OR 0 W / \'. . ' . V W / 1 / 4 " ~ - 2 0 TR U S S H E A D BO L T + + WI N G NU T S @ 12 " O. C . r= , ~ m u , , = = o ~ ; ~-- - - ' . , _ . . . . . , , , _ _ ~ - ~ ! f c ~ , ) : ' " l ~ = = = = - ! PO U R E D CO N C R E T E RE Q U I R E D I I I I ~ 1" Mi n . SE P A R A T I O N TO GL A S S 7 / 8 " ~ X J / J 2 " WI N G NU T t! / 1 EV E R Y ST U D @ 12 " 0. C. / PO U R E D C O N C R E T E - - OR CO N C R E T E tu I I I I I \- - - ( D I I I I I I I I I I I I I BL O C K WA L L ! RE Q U I R E D c, ~ .! . . . . . . _ ~ r ~ - = = - = - ~ - ~ - ' 0 ' 1 l l l r l l i ~ ~ CO N C R E T E AN C H O R : I -- AI U . . - ' - - __ -_ - _ - ' - _ - _ - - ~ - - - - ~ · 1 (5 £ £ SC H E O U L E ) WA L L MO U N T I N G IN S T A L L A T I O N SE C T I O N 9 SC A L E : 1 / 2 " = 1" CO N C R E T E AN C H O R S \ (5 £ £ SC H E O U L E ) PO U R E O 7 CO N C R E T E I I RE Q U I R E O Mi n . SE P A R A T I O N TO GL A S S 7 / 8 " ~ X J / J 2 " WI N G NU T @ EV E R Y ST U D t! / 1 12 " 0. C. E. D. = ED G E DISTANCE (5 £ £ SCHEDULE ON SH E E T S 9 & 10 & 11} NO T E FO R COMBINATION OF SECTIONS : WA L L / F L O O R / C E I L I N G MOUNTING SECTIONS CAN BE CO M B I N E D IN ANY WAY TO SUIT ANY INSTALLATION. + + SI D E WA L K BOLTS ARE J/4"~xJ/J2'1HICK HE A D MA C H I N E SCREW W/LENGTH AS PE R NO T E S A.2 & 8.2 (SHEET 1) + + TR U S S HE A D BOLTS ARE 1/2"~x7/81HICK HE A D MA C H I N E SCREW W/LENGTH AS PE R NO T E S A.2 & 8.2 (SHEET 1) ED G E OF SL A B IF AP P L I C A B L E FL O R I D A BU I L D I N G CODE Non HI h Veloolty HurTfoane Zone C\ 2 0 2 O TI L T t C O , IN C . / hL i E C 0 1 N c : . \ TI U . I T TE S T I N G &: EN O I N E E R I N G CO M P A N Y o. o s o · BERTHA AWMINUM STORM PANEL M.P (2.00· DEEP) DRA"" ·~ 1/9/2020 £141l': 20-tBS DRAWING No SHE£T 6 OF 17 1 1/ < " Ai1 1 1 . PE N E T R A n O N TO CO N C R E T E BL O C K & 2 " TO CO N C R E ' T E • EX I S T I N G ST c E L AN G L E LI N T E L PO U R E D CO N C R E T E OR CO N C R E T ' f BL O C K WA L L RE Q U I R E D TA P C O N S OR 1 / 4 " fl fl . C O U4 L E AS AP P U C A B L E PA N E L . M A T E S (S E E SC H E D U L E FO R SP A C f N G ) . I I I I I I 1 1/ t · MIN . : PE N E T R A n O N TO I QP T f Q N I f SE C T I O N ll A CO N C R E T E BL O C K l I & 2 · TO rC R D E I : -- l t : = = : ; : : : ; = ; = : ; : = t : : : : ; ; : ~ = 3 ~ ~ r- - - - - - - ~ - - - - , __ !_ T __ _ I ' --- - ~ I 1 ' PO U R E D CO N C R E T E \ \ 1/ 4 " ~ x e • _ El . C O ma l e OR CO N C R E T E BL O C K - ' PA N E U I A T F : 7V A S AN C H O R S OR 1 / 4 • ,, WA L L RE Q U I R E D TA P C O N S oR 1 / 4 • - EL C O MA L E PA N E i . M A T E S {S E E SC H E D U L E FO R SP A C I N G ) . BU I L D OU T IN S T A L L A T I O N S£ C T I Q N 11 SC A L E : .J / 8 " = 1" -Q ) ~ i .. s i; i n "' l: l ~ i! : § i; j ~ " j ~ - - - .• -- . - - - < i < J , r - - , r : - . : : : : : _ - _ - _ - _ - _ - _ - i .. 1 1) 4 " MiN . PE N E T R A T I O N TO CO N C R E ' T E BL O C K & 2 " TO CO N C R E T ' f PO U R E D CO N C R U E : OR CO N C R E T E BL O C K WA L L RE O U I R F D 11 11 11 11 1/ 4 " . , x B • El . C O ma l e L w s n N G PA N E L U A T F : 7V A S AN C H O R S OR 1 / 4 • • TA P C O N S OR 1 / 4 .. I EL C O "' 1 L E PA N E L U A T E S {S E E SC H E D U L E FO R SP A C I N G ) . sr £ E L AN G L E UN T E L A S AP P U C A B L E OP T I O N IZ S£ C T I O N 11 A E. D. "" ED G E DI S T A N C E I (S E E SC H E D U L E ON SH E E T S 9 & 10 & 11 ) NO T E FO R CO M B I N A n O N OF SE C n O N S ' WA L l / F L O O R / C E I L / N G MO U N n N G SE C T I O N S CA N BE CO M B I N E D fN AN Y WA Y TO SU I T AN Y IN S T A L L A T I O N . FL O R I D A BU I L D I N G CODE Non HI h Veloc Hurricane Zone 02 0 2 0 TI L T E : C O , IH C . 0, 0 5 0 " BERTHA ALUMINUM STORM PANEL "·' (2.00" DEEP) DRAWN BY: 7/B/20ZO 20-IBJ DRAWING No sHra BA or 11 4, ·' g~ ~: i AD J A C E N T PA N E L IN T E R I O R L Y r- : - R E M O V A B L E \ ST O R M PA N E i . SE C T I O N 8- B SC A L E : 1 1 / 2 " = 1• G) ~ 8 (B O T T ) r,~ . , , . 1 / 4 " - 2 0 x 1 " S. S . -G ) AD J A C E N T SI D E W A L K BO L T S . PA N E L W / 7 / 8 " X 3 / 3 2 " IN T f ' R I O R L Y WIN G NU T S AT RE M O V A B L E OV f : R U P - - - - - - - - ST O R M PA N E L 0 L _ @ ~ _J_ [ ~ ll ~ r· V ~ (B O T T ) DJ A C E N T 'A N E L G) ~ 4- ♦ a (B O T T ) ~ 1 2 A , 1 2 8 ♦ s (B O T T ) IN T E R I O R L Y RE M O V A B L E ST O R M PA N E L PA R T I A L EL E V A T I O N SC A L E : 1 1 / 2 " - 1• 1/ 4 " - 2 0 x 1 " S. S . SI D E W A L i < BO L T S . W / 7/ B " X 3 / 3 2 " WI N G NU T S AT O \ l f f i U P - - - - , f - - - ~ PO U R E D CO N C R E T E 1" Mi n . ~ OR CO N C R E T E __ _ _ / BL O C I < WA L L RE O U I R E D SO L I D SE T OR S. G TA P C O N S OR PA N E L M A T c S AN C H O R S 0 6 " 0. C . AT AD J A C E N T PA N E L S 2 OR AN Y OT H E R TO P TR A C I < Co n t . ' i- < D §j IC i I. ,, WA L L MO U N T I N G IN S T A L L A T I O N SE C T I O N 12 A SC A L E : 1 / 2 " - 1• WO O D HEADER ' RE Q U I R E D - - - ~ ~ 1 / 4 ' - 2 0 x 1 " S. S . SI D E W A L i < BO L T S . W / 7/ B " X 3 / 3 2 ' • WIN G NU T S AT 1 11 1 1 1 OV E R L A P ro 1/4" • TAPCONS 0 6" 0. C. W/ 1 1/2" Min. THREADED ENETRA770N TO EXISnNG WOOD HEADER. 2 OR ANY OTHER TOP TRACI< Cont. 1/4" • ELCO PANELMATES OR S.G, TAPCONS W/ 2" MIN. PENETRAnON AT MIDWIDTH OF PUT< 0 6" O.C. 0 ADJACENT PAN£1.S WA L L MOUNTING INSTALLATION SE C T I O N 128 SCALE: 1/2" = ,• IN T £ R / O R L Y RE M O V A B L E ST O R M PA N E L SE C T I O N S MA X . A. S . D DE S I G N PR E S S U R E RA T I N G = +5 0 . 0 , - 5 0 . 0 p. s . f . e 2 0 2 0 TI L T [ C O , IN C . FL O R I D A BU I L D I N G CODE Non High Velocl Hurricane Zone o. o s o · BERTHA ALUMINUM STORM PANEL t,/,P (2.00• DEEP) DRA"" BY: 7/0/2010 DAT£: 20-183 DP.AWING No SHEa 1 or 11 1 / 4 " • - 2 0 5. S. MA C H I N E BO l T W / NU T & WA S H E R 0 12 " 0. C. ,_ _ _ _ _ , .. Mi n , S E P A R A T T O N l - - - - - - - - - - 1 TO CL A S S PO U R £ D CO N C R E T E 1 i RE Q U I R E D / U 7 / 8 " X 3 / 3 2 " WI N G NU T 0 12 " 0. C. 7 / 8 " X 3/ 3 2 " WIN G NU T 0 EV E R Y ST U D di> 12 " 0. C. CO N C R E K A N C H ° . ! ! : . . / (S E E SC H E D U l t : ) 1 - - - - - - - - £ o, .. -- - - - - - - + - I CE I L I N G &: FL O O R MO U N T I N G IN S T A L L A T I O N - SE C T I O N 13 SC A L £ : 1 / 2 " ~ 1" £. D. ED G E : DI S T A N C E (S E E SC H E D U L E ON SH E E T S 9, 1 0 & 11 ) NO T E FO R CO M B / N A T / O N OF St : C T I O N S : WA J J . / F l . O O R / C E I U N G MO U N T I N G St : C T / O N S CA N BE CO U B I N ~ D IN AN Y WA Y TO SU I T AN Y /N S T A L L A n O N . PO U R E D CO N C R E T E OR CO N C R I T E BL O C K WA L L RE Q U I R E D 2 CO N C R I T c AN C H O R S 0 12 • 0. C. r CO N C R E T E AN C H O R S O 12 • 0. C. -= h 2 " x 2 " x .o s s · TO 2 · x s· x .o S ! ' J " co n t . Al u m . AN G L E OR 2 " X 4 " X ,1 2 5 " J1 f » - H 1 4 OR 60 6 . J - T 6 AL L O Y Co n t . Al u m . AN G L E CA S E A (P l a n ) SC A L E : 1 / 4 " = 1" - ~ '~ .0 8 0 " J1 0 5 - H 1 5 4 SH C I T ME T A L Al u m . BE t f f Pl A T c CA S E C (P l a n } SC A L E : 1 / 4 " = 1" 2 · x .3 • x .0 9 J " J1 0 S H- 1 4 OR 60 6 J - T 6 AL L O Y Co n t . Al u m . AN G L E Wf T H AN C H O R S O 1 " CA S E D (Plan} SC A L E : 1 / 4 " = 1" POURED CONCRETE OR CONCRETE BLOCK ~L REQUIRED i! :j X BUILD OUT DISTANCE » ", ' \ \ , '- . ' : , \ , "'\.. :8 l i TR A C K S (T Y P ) I [! ii X _J .:. : . : . : - - . : : - . : -.: - . : . . : . : . : - . : - . : _ -~ i t / 4 " 11 BO L T 6 24 " 0. C. W/ J A C K N U T CA S E B (P l a n ) SC A L E : 1 / 4 • = 1" 4" It 4" X .0 7 2 • J1 0 5 - H 1 4 OR 60 6 J - T 6 AL L O Y Co n t . Al u m . AN G L E £N D CL O S U R E S DE T A I L S CASE £ {Plan) SCALE: 1/4" = 1" FL O R I D A BU I L D I N G CODE Non HI h Velocl Hurricane Zone ©2 0 2 0 TY . T E C O , IN C . 0. 0 5 0 " BERTHA ALUMINUM STORM PANEL "·" / hL i E C 0 1 N c . \ (2.00" DEEP) DRAWN "" T I W T TE S T I N G a: EN G I N E E R I N C CO M P A N Y EA S T E R N METAL SUPPLY, INC 4288 WEST ROADS DRIVE WEST PALM BEACH, FL, 33407 11 3 5 & NW :S I S t h St . St a 3D e , . 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I ) N/ A N/ A 12 . . 12 - - ,2 . . ,2 - • , 2 . . ,2 .. ,2·• ,2·• 8 (BOTTOI,/)* N/ A N/ A 12 · 12 · 12 · 12 · 12 · 12 · 12 · 12 · • (T O P ) N/ A N / A 12 " • 12 " * 1 2 · • 1 2 · • 12 " * 12·• 12·• 12"• 9 (TOP)• 12 · ,, . 12 · 12 · 12 · 12 · 12 · 12 · 12 · 12 · 9 (B O T T O M } 12 · 7• 12 · 12 · 12 · 12 " 12 · 12· 12· 12· 9 {80T1DU) 12 · N/ A 12 · N/ A 12 · N/ A 12 · N/ A N/ A N/ A 10 {T O P ) .. N/ A 11 1 / 2 " N/ A 12 · N/ A 12 · N/A N/A N/A 10 {TOP) .. N/ A .. N/ A .. N/ A .. N/ A N/ A N/ A 10 {B ( m O M ) .. N/ A .. N/ A .. N/ A . . N/A N/A" N/A 10 (BOmJM) 9 • N/ A .. N/ A .. N/ A .. N/ A . . N/ A 11 A (T O P ) .. N/ A .. N/ A . . N/ A .. N/A .. N/A 11A (TOP) .. . . . . . . .. . . .. .. . . .. II (B < J T T O I I ) .. .. g• .. .. 9• .. .. .. . . 11 (BOn"Oltl) .. N/ A .. N/ A . . N/ A .. N/ A .. N/ A IJ {T O P ) .. N/ A .. N/ A .. N/ A .. N/A .. N/A tJ {TOP) .. N/ A .. N/ A .. N/ A .. N/ A N/ A N/ A tJ {8 0 1 T O M ) .. N/ A .. . N/ A .. N/ A .. N/A . . 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TH R E A D E D PE N E T R A T I O N @ M/ D W I D T H OF PL A T E . (S E E SC H E D U L E ) AL T E R N A T I V E 9 SC A L E : 1 / 2 " = 1 " 7/ 4 " ( 1 ! X 3 / 4 " IT W / B U I L D E X TE K SC R E W S @ 6 " O. C . I I I 1• Mi n . _j SE P A R A T I O N I TO CL A S S I -C D AL TE R N A T/ V E 1 OA SC A L E : 1/ 2 " = 1 • {L I M I T E D TO + 6 0 . 0 , - 6 6 . 0 p. s . f . DE S I G N LO A D AN D UP TO 9 ' - 0 " Mo x . PA N E L LE N G T H ) I 7/ 8 " ¢ X 3 / 3 2 " WI N G NU T @ EV E R Y ST U D @ 12 " 0. C. I I -C D -- , 1. 0 0 0 · I- - ' I MI N . I 2 " X 6 " WO O D DE C K RE Q U I R E D (N O FI N I S H AL L O W E D ) AL T E R N A T I V E 10 1 / 4" ¢ TA P C O N S W / 1 1 / 2 " Mi n . TH R E A D E D PE N E T R A T I O N (S E E SC H E D U L E ) SC A L E : 7 / 2 " = 1 " IN S T A L L . A T / O N DE T A I L S ON EX I S T I N G WO O D BU I L D I N G S AT MI D W I D T H OF EX I S T I N G WO O D ME M B E R (2 " Mi n . NO M I N A L WI D T H ) W / 2 • Mi n . TH R E A D E D PE N E T R A T I O N . NO T E S : 1. IN S T A L L A T I O N S AR E ON L Y VA L I D FOR MAX. A.S.D. DESIGN PRESSURE RATING & PA N E L ' S LE N G T H S AS PE R SC H E D U L E S ON SHEET 2 {EXCEPT AS NOTED) 2. SE E AN C H O R SC H E D U L E ON SH E E T 16 & 17. 3. FO R NE W WO O D FR A M E CO N S T R U C T / O N : WOOD MEMBERS TO BE SO U T H E R N PI N E No . 2, W / SP E C I F I C DENSITY OF 0.55 OR EQUAL. NO T E FO R CO M B I N A T I O N OF SE C T I O N S : WA L L / F L O O R / C E I L I N G MO U N T I N G SE C T I O N S CAN BE CO M B I N E D IN AN Y WA Y TO SU I T AN Y INSTALLATION. C 20 2 0 TI L T [ C O , IN C . o. o s o · BERTHA ALUMINUM STORM PANEL "·" / hL i E C 0 1 N c . \ TI L L I T TE S T I N G &: EN G I N E E R I N G CO M P A N Y 63 5 5 N . W . l 8 1 h . S t , . 5 1 & 3 0 ! 1 , , W l O I N A O A A D E N S . A . J J 1 8 B PII 0 1 1 0 1 : (. 5 0 5 ) 8 7 1 - 1 ~ • Fa . : (J O S ) 8 7 1 - 1 5 J 1 CA - 0 0 0 6 7 1 9 WM . T E R A. TI L L I T Jr . , P. E . FL O R I D A Uc . 44 1 6 7 (2.00• DEEP) DRA.., .,,, EA S T E R N METAL SUPPLY, INC 4.268 WEST ROADS DRIVE WEST PALM BCACH, rL 33407 PH0t4£! (561 )209-8263 f'AX: (591)84.1-1716 -OU ) F 1 - # 7 7/9/2020 OOF: 20-tlU DRAWING No SHtcr 14 or 11 I 1 / 4 " " TA P C O N S W / , 1/ 2 " Mi, , . , . TH R E A D E D PE N E ' T R A T I O N ro EX l s n N G WO O D HE A D E R . ( S f f SC H W U L E ) ! :~ & R ' i o E A D E R I I I I ,. Mi n . SE P A R A T I O N , _ _ ro Gl A . S S I I QP T I Q N l l AL T E R N A T I V E 5A Ca n t . -- - 1 ~ ~ "" T " ' " QP T I Q N I Z AL T E R N A T I V E SA 2 X 6 W O O D DE ' C K RE O ' D , " - 1 / 4 ,. , TA P C O N S W/ 1 t/ 2 " MI N . 11 - I R E A D B J PE N £ I R A T I O N (S E E SC H E D U l £ ) AL T E R N A T I V E 5 S 0 0 £ , 1 / 2 ' = 1 • ;; -~ il i .., 5 ~ bl I:: : ~ jl ; ~ I ~ WO O D TR U S S E ' S OR R A F T E R \ 0 24 • o. C. RE O U I R W \ lt D O D TR U S S E S OR RA F T E R 0 24 " 0. C. RE Q U I R E D I I I I 1 1 - ~ - - - - l " x 4" 1 t 1/ B " - . . . 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FL O R I D A Uc . 44 1 6 7 o. o s o · BERTHA ALUMINUM STORM PANEL 1/.P (2.00• DEEP) DRAWN "" EA S T E R N METAL SUPPLY, INC 4268 WEST ROADS DRIVE WEST PAUi BEACH, FL 33407 PHONE: (561 )209-8283 rAXi (561 )841-1716 OU J ,,~,,.,. >/•/2020 ll47E': 20-tBJ DRAWING No SHE£T 13 OF 17 WO O D HE A D E R RE Q U I R E : D I I I I I I 1 / 4 "¢ x 8 • EL C O ma l e PA N E L M A T E WA S AN C H O R S OR 1 / 4 " • TA P C O N S (S I T SC H E D U L E ) . 1 1" l l i n . 1 1 \ - - - - - - - S E P A R A T l O N - - - - - - - - 1 1 1 TO Cl A S S E: X I S n N G 2" x 4" ST U D S 0 16 " 0. C . Ua x . RE O ' D ,, 1 / 4 ",, - x 8 " EL C O ma l e PA N £ 1 . . . . M A T c WA S AN C H O R S OR 1 / 4 • • TA P C O N ( S f f SC H E D U L E ) TO E: X I S T I N G PL ' r W O O D . 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O ' ll>SFJ A B O V E G R t . D l A O O V t G I I A D ! ... ,.u 1 3 2 . 0 o , 1 0 . 5 0 I n 9 . 1 5 t n ♦/-26 U O , O l t i , 1 0 . 0 0 k l ' - 2 5 . , •l•3l 1 0 S 5 W l I 9 . . 5 0 1 1 ' 1 1 1 . 5 0 , o •/-3& $ S o , ' 9 . 0 0 I I " I . O O w , ./--0 . . s . . , & . S O , n 1 . n . . ~~6 7 > . 0 1 1 1 , L O O I n , _ 1 s i n •/•51 E L O , n , 7 . 5 0 . , U ) O n ➔/-55 4 . 9 . S l l ' I 7 . 0 0 . , 5 . 2 5 . , t/-EQ 4 0 . 0 . . 6 . 5 0 i n 4 7 5 - l f ' S C H E D U L E 2 : A L L O W A B L E P A N E L S P A N S ( N O N - H V H Z O N L Y ) 2 ' o . . B > ! l P O N E I S I M I I U J t r . t U M S T O R M P . t . N E t S E P A A A O O t l f R O M G l A S S ( W I N D Z O N E 4 & . £ 5 . S l U l l l A L F J ' C I U 1 l £ S ) - - M A X : t M U M O E s « ; I I A U . O W , . B L E I 1 • • s r A U A 1 1 0 r < S t B S U f S T A U A T I O N ! l G . R i . A T I R p , . ; i r u u R : £ . , , . , . ( l m a , ) n t A l f : 3 0 ' A l ! O V E G a . o J l f l } l ~ l f 3 t 1 ' A B 0 \ 1 £ G R A D E I P S f l t - / - 3 5 1 4 4 . 0 i n " 1 0 . . 2 S m 7 . 0 0 m . , . . . , , U 3 , 0 i n 9 7 5 T I 5 . 2 5 . , + - / 4 . 5 i l l . O " ' 9 . 5 0 " 1 5 . 5 0 . , + l - 9 > l l l - 0 i n 9 0 0 1 n 4 7 5 , r - • / - 5 ' 5 1 0 0 . 0 I P & . 5 0 . . 4 . 0 0 , n • 1 4 ! . o 5 ! t 0 I n 5 . 0 0 . . : i . o o . . . -5.EE SHfET d tOI R . A N O k l l i l A G E Q O ' l l O N S - S E E S H U T 5 f Q I A N C H O i l A G E C P l l O N S : @ c o e i c a a . o s u D l " l ' , t , 1 1 l - s , A r i S A N O S E P . F R O M G t A S S l l S T E O 1 : 4 : T H t S T A B l . E A R I O I H . . V A P P U C A & ! J O A C O I H ~ E C T I O U 1 Y P E S C 1 A t i D C 2 0 N L Y - • w • ~ E A O E k ' " l . r H E A D E R A N ' O " ' O " C O t l N E C T I O H O P T I O N S . S H A U N O T B l U S E D w m - t T H 6 T A 6 t . f • M I N I M U M P A I I E L S P A N 1 5 3 6 o • U l l U 2 E G \ A S S S E P A R A T K l l < ' O R 8 9 • 5 - l ' A t l T I U I f f i ' t S P A N S U S $ l W A A S H O W ' - 1 1 . . T A . E k ! Q 2 . S " J ~ , • • A • • • = - , M A ' ( - u . . . . - L t . . . . - • . " . ' . . _ © " " ' ' _ , , , , C l Q S U R E o n , a ! \ t , , @ ' " " ' ° ' . . o t . • l l 0 0 9 . J l t E I O C l ' N I I U S 6 U l l . O · O U T D I S T A N C E ~ 0 2 S " M A X 0 i r , , o , . m r ' ' - - ' l I " - ! , £ " , . - ' ¥ f l t S P A N S C H E D U L E N O T E S : I E N T E R S P A N S C H E I J U L £ 5 W I T H N E G A T I V E D E S J G N L O A D a P t i N E l F A S T B l f R S P A C N G T O O E T E R M l h C M A X J M I J f , 1 • U O W A l ! I . E S T O R / 4 P A N 6 L S P M I S O ! E D U L £ I S A C C E F T A l l l f F O R U S E W J 1 l f P O S I T I V E L O A D S L E S S " T t t / \ N O I i E Q U A L T O N E G A l l V E D E S I G N l 0 , . 0 S 2 U N f ' A R I N T E R l ' O I A T I O N t i E T W E E N L O A D S ( S A C C ! . ' P T • 6 L £ , O T H E R W I S E U S E I O T t l l G H E R L O A D . G L A S S S E P A R A T I O N N O T E S : 1 . E N T E R S P A N S O i E O \ J t E W I T H P O S t n V E D E S I G N L O A D T O O f i E ! U , 1 1 , I E M I N l l ' I U M A l l O V I A l l l E S E P A R A T I O N F R O M T l t f O P a , l J « ; T O B f O R O T E C T E D 2 . 5 0 < £ D U L £ I S R l : Q U I R E O F O R U S E W I T H P O S ! T l \ / E L O , , , D S C f l l Y I N T E R P O L A T I O N B E l W E E : I L O A D S I S A C C E P T A B L E , O l l 1 E R W J S E U S E N E X T H I G H E R L O , , O . 3 F O R I N S T A L L / 1 T l < J l 6 O U T S I D E O F T H E H V H Z A C I D O U T S I D E C F E S S E N T J " 1 . F A C L I T I E S I N A 5 T M W I N D Z O I I E S I r t t = H J , T > ' f G U I S S S E P A R A T I O l t S C f t E D U L E I S N O T R E Q l l l R E D . - N D t l D M l m M U M S E P A P . A T I O N F R O M T H E P R O l E C I E O O P E l l l l < G 1 5 R E Q U l l t E D f T U C 1 T v i t 4 ' f r . ' 1 0 > - - - - ; - - ~ ~ : = ; n ; . ~ ' \ r 1 ' " " ' 5 T 1 " " 1 ' " f r , - ; : © l f ! U l l O O O I M O O ! f f C l O S U l t ( 0 £ f A J I ' [ I l l ' \ , H I B E O / 4 - = - - - , . . . . . . . . . . . . . . . : ; ; ; - " 2 0 - 2 8 3 4 1 . S C A l C H T S I N £ S S N O T E D 5 C, .,, ~ l : X T S 1 I N G c m J D ! f l f H C 1 I o w E l O C : I ( C R W O O D F f ? A M I N G S E E A N O i C R S D - 1 E D . B A S E D O N T ' / F E O F S T R U C T U R E P A N E L C O N N E C T I O N O P T I O N S P E N E T R A T I O N O R E M B E D C O N N E C T I O N T Y F E @ ) 2 R E F E R E N C E A N C H O R S C H E D U L E F O R M A . X . S P A C I N G EX!GTINGCmJCPETE, 1-0LLOW BLOC!< OP. WCOD FP.J\MING. SEE ANCHOP SC,-,ED BASED ON T','PE OF STRUCTUPE ::xlST1NG GLASS OR DOOP. ® WALL MOUNT SECTIO N NI S (TOP OR BOT T O M ) GLA.SS OR DOOP, lll'OOLJ rl-' AMING. SEE ANCf-<OR SCHED. BASrn ON T'.'PE OF STf'\UCTURE ® CEILING/FLOOR MOU N T S E C T I O N NTS ( T O P O R B O T T O M ) r . E f l ' : F l . f M C E A N C H O ' \ S C H E D : . . . l . ~ F O R M . C . . X . S P A C I N G E X i S T l N G G . J \ S S O P , D O O P - - - - - - - - - - E M B : ' : O _ _ , , , _ 4 - - + - , L - l E K I S I J N G C U ' - H . . . 1 - U : : r t : , H O L i o . . : B L U Q ; o : i l . " . ' 0 0 D F R A M H . J G . S E E A N C I - . O R S C H E D . M ~ E D O N T Y P E O F S T R U C T U R E A L T . W A L L M O U N T S E C T I O N N r s ( T O P O R B O T T O M ) C O N N E C T I O N T Y P E @ ) F \ E F E R E N C E A N C H O P , S Q i E D U L E F C l ' l . M A X S P A C I N G C O N I . J E C T I C N T Y P E ~ R E F E R E N C E A N C H O R V ~ ~ ~ ~ i G L £ F C R M A X G l . / \ S S C R D O : J R : : X I S T J N G G L A S S C f ' , D O O R - M I N . ~ ~ ~ ~ ~ 6 ~ ~ T I O N I - , ~ , , _ ~ © R U I U l - O I J T M O U N T S E C T I O N N T S ( T O P O R B O T T O M ) A L T . C E I L I N G / A . . O O R M O U N T S E C T I O N N T S ( T O P O R B O T T O M ) C O t . J N : : c n o N T Y P E ~ P . . E F E J ' t E N C E / \ N C H O P , V ~ ~ ~ ~ N ~ L E F C P - M I \ X . 0 . 7 5 " F R A N K B E N N A R D O , P E P E I 0 0 4 6 5 4 9 C A . 1 9 8 8 5 C O P V R I G H T E N G I N E E R I N G E X P R E S s " l 2 0 - 2 8 3 4 1 S C A L E : N T S U N L E S S N O T E D -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . L . - - - - - - ~g ol: """ "' ... "' er: V z 0 u :,, u 0 ...I Cl 0 Ill ...I ...I ii: ~ :::, 0 C: Cl C: ~ ~ 0 ...I .., 0 :i: ANCHOR SPACIN G ( F O R S C H E D U L E 1 - H V H Z & N O N - H V H Z ) : i• a.EAR. PA,ru5 ~ , . . . , . . S U ' 1 ; T O J _ , . . ~ WA D ~ N £ C l 1 0 h 1 Y l l e AtiCM<l~ (p,f l C l a C 3 l/♦-11''¥ IAll't..lXf WIT" l•l/<r B-tlBED AHO 1' t l . O " " l ? A ' ' 1 ! - 0 - 1-1/r Klrl £OGE OISU!JCf (319.l psi ttlh. ~ , u . . a · 1 1 . J Y ' l Z . O " ' (OIK~El'!') ., l U T ' U . . O " ' 1 1 . . J T ~ s, 1 1 . . 0 " u . . o - · l Z . O " " ,,i 1 z . a · 1 2 . 0 ' ' " 1 2 . 0 - 1/,J" DEWALT Ul1ltJ,COU WITH 1-]J,r EHna> ;,,. 1 2 . . 0 " " 1 2 . . 0 " ' l l . 0 - AND 1• "11N EDGE OCST4NCE(Z846 ps'Mlll 1 2 . . a · 1 2 . 0 " ' 1 2 . 0 " " COMCRETE1 a l l . O " ' , 1 2 . 1 T ' 1 2 . 0 " ' l l . . 0 " 1 1 . . 0 " ' 1 2 . 0 " ' u . . . a 1 2 . 0 " ' 1 2 . 0 " " tJ<f.•DEWA\.T PA.Ha.NATE (F'Ef,f.,f.tE. P,,.\!£,. a-. 1 2 . _ ! T ' l ? . . O " ' 1 2 . 0 " ' "t.!.>5) W/ r" ENBEO AKO !-1/?" MtN EDGf' , 2 . c r · U . O " ' 1 2 . 0 " ' OrsTA',CE (J]_'qJ e,,sr NJ:ti COf'4C) ., 1 2 . 0 " ' 1 2 . 0 " ' 1 2 . 0 " ' * =a tG SJ 1 1 . . 0 " ' 1 2 . . 0 " ' 1 2 . 0 " ' .., l l . 0 " ' 1 2 . 1 1 " ' 1 2 . 0 " ' lJ~'" rT'h TAPC.Qt' STORN-CAaA.OW/:.. J/•• :u 1 2 . a · 1 1 . 0 ' " l l . D " bf SEO AHO 1·1/'-• HIN. EDGE DJSJAJK.r: " 1 2 . 0 " ' 1 2 . . D ' " 1 2 . 0 " ' ('2<" o<I "110 CONCI\ETE) ., 1 2 . 0 " ' 1 2 . . C I " l Z . O " ' *-Sl 1 2 . 0 " 1 2 . a ' ' l l . O " ' .., 1 2 . a · 1 2 . 0 " ' l l . O " ' l/4•7<) AU. l'Oill'JS SOUO-SET'lltll' 7/tr 2.l 1 2 . 0 " ' 1 2 . 0 " ' l Z . O " ' EkeEOAUD 1-1/4'" tUM. fDGE OlSlAll'CE 31 u . o - · 1 2 . . 0 ' " I Z . O " ' rtOC<> OS' H.Ut CONC'Jl,.ETE) ., 1 2 . c r · 1 2 . 0 " ' I Z . O " ' X ~ Sl I U J " U . < 1 " l Z . O " ' .., 1 2 . < T 1 2 . . 0 " ' ' 1 1 . 0 · s ~ " U Q T o 1 - - ' " p f ! : ] tOA O a : J r e t - i C T I O N ~ E AtlOtOa fp,I ) C l C l C l l/,4· rrw TA"C()t,' WlT11 J • CM6f0 AND F 2.l u . . a · 1 2 . a ' " l Z . O " ' '11N. tDGf: OlSJANCf (1900 psi tult CMU> 31 1 2 . 0 " ' 1 2 . 0 ' ' . . 1 2 . a · 1 2 . 0 " a " 1 2 ( T · 1 2 : , 0 " 60 U . < T 1 2 . D " ' l/4. O£WA.LT ULTRACOO \fflH 1-1(◄• Efri';SfO 2] 1 2 . . t r ' 1 2 . 0 ' ' N4DJ '4111 E.DC!: IXSTAHCE (l900 pSt Mlff ~l l Z . 0 " ' 1 2 . C r ' ' CHU) a ., u . . . o · · 1 2 . . c r · 51 1 2 , 0 " ' 1 2 . . 0 ' ' 60 1 2 . 0 " 1 2 . . 0 " 8 O " t/t,• DfW.t.lT p.-,.il6.M.tt"I£ (R_,-.o\f..F, '1'-LE", C.-21 1 2 . . D " 1 2 0 " 1 ? . 0 " " •LOS) 'ti( 1-1/4 .. EMBED ,\hlD 2.'" MJN l:OGE ll ~ 1 ? . 0 " 1 2 . < r DISTNKE (2000 PS\ M:N CM-U) . . l . 2 . 0 ' " 1 2 . . D " 1 2 . 0 " =a ~ , 1 2 . 0 " a . O ' ' 1 2 . 0 " X 1G BJ 1 2 . 0 " 1 ? . 0 ' ' 1 2 . 0 " 114-2-0" AlL -OltfTS SOU~ ~Vl('Ttl 718• 21 u . o · · 1 2 . 0 " 1 2 . 0 " &.BED ,.ND 1-1/4• +m-t. EOGE-DrsTAUCE Jl l ! . 0 " 1 2 . 0 " 1 2 . 0 " UKIO pd MIIJ CMU) . . U . D ' ' 1 2 . . a · l Z 0 . , ~ 51 t ? . D ' 1 2 . < T 9 . . S " X .., U . O " 1 2 . 0 - · e • · , - : r ; ; ~ 0 ~ c c . . Q 0 0 ~ I L 3 A O S ~ s U 2 T o 3 ' ~ " { C f n C O N . U E c t t O N T I ' P E . " " ° " ' a l P ' f 1 C l C 2 C 3 S ~ : " I S U p T o 7 ' . . o " ' ( 8 4 J i , 2 ! ~ ! ! £ . . ! ! ! . . ! c U L l - : : ! C O N U E C T l O N T Y F ' f C 2 C l f 1 J 4 • m ' f T A P . C O h 1 • ' f l ' T I 1 l - l / ' l f " n l - t E - . U Z J t l . . . C ' 1 2 . C " P E N ' . A N D 3 / 4 ' " ' H ! N - a > G f D C S T A M C E 3 1 1 2 . & 1 2 . 0 " ' ( G . a . - 0 . - & ? ' 1 i r t ) . . 1 2 0 " 1 2 § ~ s , 1 2 . 0 " ' l Z . . ' 1 " ' . . . l u , - 1 2 . 0 " t J • • O & t l . l . J U L . T I W : O M \ t m - t 1 - ] l ' S - 2 . l 1 2 0 " 1 2 . 0 " T l l R E A D , E l ! f . M O l / 4 " f C l ! t f D G f ) 1 U . O " U . O ' O ; S T A l l t : ~ ( t i , = 0 4 2 M t r l ) . . n u 1 2 . • G " ~ 5 1 U . O ' " 1 2 . 0 ~ . . , J l . O ' " 1 2 . 0 ' ' l J • . O E W , _ l . T l l l ' A . ~ & . M A T f ( f E K . A U . , t - . M E . Z I l l . f : I " 1 2 . 0 " o r P l U S ) i r f J - 7 { 8 " E M B E D . t . N O ] I ♦ - M I N ) 1 - . . - U . O " 1 2 . < T E D G E O J S T ~ ( r . . - , . 0 . 5 - 4 M 1 N J 1 2 ~ 0 " 1 2 n " : , , : : ; a ! t ; ' j . , 1 2 . 0 " , u r - . . . u . q U . O ' ' 1 / ◄ " I D V T A K O N S T O R J - . G A U R . O W / 1 - J / . - . • 2 . l 1 2 . 0 " e H 8 f 0 " J . O 1 - 1 J 4 " H I J t . 6 ' G f D l S T A l , C I ! ) 1 U . O " ' ( ~ 0 . 4 1 H U I ) 4 l 1 2 . 0 " ' 1 2 . 0 . . * . . 1 U T t 2 J r . . . 1 2 . 0 " 1 2 . 0 ' " I / ◄ Z Q P l t 1 ' E l J t l \ T E l l i S E R T w r n t l · S / 8 ' " 2 l E H B f O " ' 1 ' 0 ] J - 4 " M : Z , B > G E O t s T A H C f l l r · - • " " ' " · ~ " I l i a I J - 4 ° W O O O O i l I . M i S O l ' E W W m t l • l / 9 " " · t i H t W f l f . A D P E N I \ P ' D 3 1 • • t 4 { N E D G E l l . 1 2 . 0 " ' t o ; S T A t K E ( G • 0 . - 4 2 K . m . } " 1 2 . 0 " 1 2 . . 0 " [ L 1 n n m m m r o . u > i t : : : : : : m m , m m > " 1 2 . 0 " 1 2 . 0 " . . . U . 0 " 1 2 . 0 " A N C H O R N O T E S : I , . , . C > f ( ) < I , S C H l ' O U U A ~ E S T O A U . P R O O U c r s C , f R T l f l I D H E R E I N , B U T O N I , y l ' ! \ O V I D E S M A X I M U M A U . O ' N A 8 L E A H O l O A S P A C I N G M A X I N U M A U . O W A B L E S P A N S A N D P R E S S U R l : 5 1 " 1 l I C A T E D I N S P A i i S C H E O U L I ' S l i l l U . A P P l . Y 2 E N T E R A t l C l i O I I S O ! E D U L E l l A S E D a , P A N a f ~ E N E R S P • O H G , T I 1 E E l i l S T T N G S T R U C T U R E " " • E J I W . . ! I A " O I O R T Y P E . S E L E C T D E S I G N l O , \ O G R E A T E R T H I \ N O R E Q U A L T O I I E G A T J V E O E S J G I I L O A D 0 0 S l i l i m l \ • ~ ' D s a e c r S P A i i G R E A T E R T i i l ' , N ( ) { I E Q U • L T O S H U T T 6 t S P A ~ - = C O N H K T T O r + T Y i ' £ l l A S I D O N ~ - - C J P R l H E M O C J I I I T I J < G C O N D I T I O N ( S E E l ' < O O H l l . N G 0 £ T " 1 l 5 O N s t t E E T 3 F O i l 1 . D E ! I T T F I C A T I O I ' a ' < D N N E C T l O t l l ' I P E ) . J ' P A f f E l F l \ - " T E N E I I S " A A f S T \ I O S U S E D I N C O / < . J U l < C T T C \ ' I W I T H A I . L l ' < O U l ' I D I G E J I T T \ U S I O N S c • i - • T A A C I ( . S T U D D E D M G L _ E , E T C . ) - , , M B . f A S T E ! \ S t S • S t l A U . t l E 5 P A C E O A T 1 2 • 0 C l \ 1 . 1 . E N D P A f l E L H O U : 5 5 1 1 1 \ U H A V E . P A N E l . f A S T E N E ~ S . T I P ◄ A N O ! O R S S H A U . B E I N S T ~ ! N A c : c o o ! l i < N C E W I T H l ' W - I U F A C T V R E I \ S ' R E C O + < M E N D A T I O N S . 5 H O U . D Y i B t . O C I < H O S T S T R U C T U R . E ~ L ~ F O R M T O A S T > \ C 9 0 B l O : k 6 H l t l l M U M E H B E D M E N T s , t A l . l . B E , \ S N O T E D I N A N C H O R . S C ! £ 0 U L f 7 M H U M U M E > I B E D M E N T A , ~ 0 E D G E O I S T A H C E e x a . u o e s S T U C C O , F O U 1 , B I U C I ( , A J , O O T H E < t W A l i F l f f l S H E S W A I . I . f l N I S l i E S S H A U . B E U M I T c O T O I / ◄ " M A X O I i . S H A U B E V f R l f l r o B Y O r t U : R S T O A D E Q U A T E L Y T A A N S f E R l . 0 , \ 0 5 T O H O S T S T R U C T U R E 8 C O N C R E T E A N O i O l ' S N O f E O H E R . S I i S H A L i . B E E M 8 E O D E O T O U I H l ! A C K E > < D ' l G R E T E O N L Y 9 . W l t E R E E l ( I S T i t , G S T R U C T \ m E I S Y l o : J O A l » M I M i , E X I S T i l f G C 0 / 4 D l T J O l f S M A Y V A R Y . ' 1 E l D V E R I F Y T l l A T F A S T E l l f f i S A R £ I N T O / l l l f . Q U l f f E ~ F A A M l N G N a - 1 8 ! : R S , J ' I O T P L Y W O O O . F A S T e l l l l G T O P U W O O O I S A C T E ' J ' A B L E O N L Y F O R S I D E c t O S U R f l ' l E C l : S 1 0 W r i E R . E A N 0 1 C R S f A S T E N T O N A A A O Y I F A C E O F S T O O F . _ . M I N G , F A S T E N E R S I W . L S E L O C A T E O I l l C V / T E i i O E N O M I N A L 2 · X • • ( l ' l N ) W O O D s r u o ( Y . · E O G E D I S T A N C E I S A a : E l ' T A t l L E F O i l W O O D F l l A M I N G ) W 0 0 0 s r u o S H A U 6 1 : G - 1 > • 2 O I i G R f A T E R O E . " I S I T T , U J l , O , L A G S C R E W S S t ' A U H . _ V E P H I i . U P S P A N t f E A l l O I i . H E X H E A D I t R E M O l / " 1 l l £ A t 1 C H O R 5 A ~ E • D E W A L T P A N E ~ T E , A U . · l ' O I I T T S S O I . J O . S E T 1 2 . M A C l f l N E S C R E W S S W > t L H A V I ; l / 2 ' M I N I M l J ' 4 E ' I G A G E M E N T O F T l i R f A D S I N T O T H E 6 A S E A t / C H O I \ A 1 1 0 M A Y H J I V E E I T t t E R . A P A N H E A D , T R U S S H E A D , O i l W A F E R K E A D ( S I O E I V A U < 6 0 L l ) U J I 0 . 1 3 M l l l ! M U I ' O t B E D M a l l A I \ D E D G E D I S n \ r t C E E ) ( U I J D E S S T U C C O O R O r H E ! l W I I U . m n s ~ 1 4 . I Z Z l u E S I G M T E S < ' N 0 1 0 R C O t l l > I T I Q I S \ Y t t l O f A R . E N O T A C C D ' T A J l l E U S E S 1 5 . * ~ l l \ E C T M O l m T I I I G < D t l D ! T I D N S , 1 6 . t . : N E A R . 1 1 / T E R P O I A T I O ! t l S N O T P E R M I T T E D F O R U S E W I T H T t t E • N 0 1 0 l t S C H E D l l L E S U : S T E D 0 0 T H I S S H E E T 1 7 P l ! O \ / I D E ~ H O L E W A S > 1 E R F O i \ t / • · W S l O E W A l J I . 0 0 \ . T S ( O i l l R . U S S 1 - l E A O S C R E V I S ) I T . . , , . _ , ; , • . . . . _ , , - j - " " . - . . . . . . . ~ . , - · ~ · · 2 0 - 2 8 3 4 1 S C A L E : W I S U N l . £ 5 , S " ° 1 1 : 0 5 ANCHOR SPACING (FOR S C H E D U L E 2 - N O N - H V H Z O N L Y ) : i-' a.Eb R PO.M:ts fil I E D G E O l S T A J K E S A S , . O T B > i i ; I J . . 0 ] " • r , · ! o U - t o T . P ! M " P O L : . ' • " ' ' U,,.D C O N l t T l ' f f : C O N N T Y P ' f C O l i l i ' . 4 T Y P E "' Al,CtiuSI; (P<I} C l C 2 C l C 2 C l C , 11•·mv TAKO)i. ~fITlt 1-31•· .. 1 1 t r ' 1 7 1 1 " 1 ? 0 ' H f r \ 2 O " u n ~ ft-'B!OANO L·l./2"'Ul4 EOG!: 40 1 2 . 0 ' 1 2 0 ' n : . O " ' U H V / . I / / . I otSTNfCf Ill" p, ~IN 4S l 1 . 0 " , , . , . . l 2 0 ' " l . l . O " " 1 / / / / ~ONCRET~ 50 1 2 . . 0 ' " i 1 2 . . 0 - 1 2 . a · 1 2 . 0 " ' / / / / 0 ss 1 2 . . 0 " " i U H " . , . . , . . 1 2 . 0 ' " / / I / / / 60 1 2 . . o " ' r 1 : u r u c r u . o - / / / / 7 -.../4" OEWAlTUlTRACOtt Willi l·l/◄ .. 35 I U H 1 2 . < Y ' u . c r 1 2 - C I " 1 2 . 0 " U . D " fft:~O ANO l_. Nm EOGEOISTAACE .40, I 1 1 : . a ' I U . : e l 2 0 " 1 2 0 ' " / . 1 / / , I < 1:.e,41, p,sr -..rn co,JC:R.ETE) 45 I t l . . O " ' I 1 . Z . . O " " 1 2 0 " 1 2 . 0 - / / / / ~ SO i 1 2 . 0 " ' 1 2 . 0 - 1 2 . 0 ' 1 2 . c r ~ ' / ~ !J ss 1 2 . 0 " 1 2 . 0 ' " 1 2 . . a · 1 2 . 0 ' " 60 I 1 2 H ' 1 1 8 U O " U . 0 - / / ... 1.J•• Oc-WAlT,AIIEutA.TE (FEWiil. 35 l l . O ' " 1 2 . 0 " 1 2 . f l ' " U O ' 1 1 . 0 " ' L Z . D " .. ~ or IJlUS} W/ r f'MBEO JllfO 40 l l O " 1 2 . 0 " l l O " l l . O ' " / 1 / , V / / ... "' l.• l/'Z" Mlrt EDGE OlSTA~CE. (llSO 45 1 2 . . 0 ' " ' 1 2 . 0 - , 2 . . , . . ! 2 . 0 ' " u psi MINCONQ so , , . . , . . 1 2 . 0 " U . 0 " l 2 . 0 " / / 7 : ; / / / z 0 * ◄ S5 1 2 . 0 ' " l l . 0 - 1 2 . 0 " ' " 1 2 . 0 - 0 60 1 2 . I T ' 1 2 . t r 1 2 . 0 " " 1 2 - 4 1 ' " / / / / / tJ•" rrw T;.,,c()ji STOR"" ~URD \'// 35 1 2 . . 0 " I 1 2 - 0 · 1 2 . 0 1 2 . 0 " 1 2 . 0 " 7 7 } l•l/.t" EMBEO~ND l·l/•• KlN, roG£" ,o 1 2 . a - - I 1 2 . 0 • 1 2 . c r t U r / / Ob"""T"IK£-t32SS pP M'JH COPKAETE) •• l l . ' 7 " " 1 2 . 0 " 1 2 . 1 1 " l . Z . . t r I / / / / * '° 1 2 . 1 1 " 1 2 . 0 ' 1 2 ~ 0 " ' 1 2 . 0 " ' " - ✓ ' h l h 7 " U , 0 - 1 2 . 0 l l . U " " ' U I T 60 1 2 . 0 " 1 2 . . D . . 1 2 . 0 " 1 2 . 0 " / / 1 / / / l/-4~10 AU. ,OVITS SOUO. SET 35 1 2 . 0 " 1 2 . . 0 - 1 1 - 0 - l Z . O " 1 2 . 0 " L Z , c r Wmt 7(B'" EMSEOANb L~l/4" 40 1 2 . 1 1 " 1 2 . 0 ' 1 2 . 0 " l l . 0 " V / , / - 7 / t411r EDGE OISTAJlt:E (JOOO psi ,s 1 2 . ' 7 " " 1 2 . 0 · 1 2 . 0 " " , 2 . a - I / / / / tttJf COlta..ET:} Soi 1 z . ~ u . o - u . a - l l . 0 - 1 1 / / v ½ * ~ ss l 1 2 . . t r 1 1 . 0 · · 1 2 . 0 - 1 2 . 0 " I 60 I 1 2 . . 0 - u . o - I l 2 . 0 " , , . . , . . . y / / 1 / / / B > G f D I S T M I C E S A . 5 H O T H > ~g 1- c , . - r i s u - - T o 3 " - < r s - n s , _ l b T · U D J o 1 2 " . . l ) " ' '°"' G 0 ' 4 H T ' f f ! - C O N N T ' Y f l ' ! ' C O N H ' T Y P f ' " ~ .C.UCltOR Co<f) C L I C , C l C 2 C l C 2 )f,r rrw TAKON wrm 1· EMSEO 35 ~ ~ : : I ~ ~ ~ 6 . 1 1 " 1 1 . . 5 " · • o · , . o - ,um r fflll £OGE DJSTIIJC~ (1900 40 . , , . . 1 0 . 0 0 0 v / , / / / ~'1UtOfU) •• 1 2 . . 0 · 1 1 . 0 " . . . 9 . I T I / / / / " ~ ~ 1 2 . 0 • · . . . . D D " I / / / / u 0 3 ss 1 2 . 0 · U . O " . . . , . . , . r r / / I / / / .J oO 1 2 . 0 " ' u . o · · o . o · 6 . D " / . I 1 / / . I .. " 1 2 . 0 - u . o - 1 2 . 0 " ' 1 2 . 0 · · 6 . 0 . . . J ' . o - - 0 1{4• OO"IILT Ul'TRACO'I WITH 1-1/4" EMBf:D -.Ul) l"'"llN. B:>GE: DfSTAttCE "° 1 2 , Q " ' 1 2 . 0 · · 1 2 , 0 " 1 2 . 0 · · / , / / , .. ..I (1900 psi MlN CJ4U) ., 1 2 . 0 · 1 2 . 0 • · • o · 1 0 . 5 " I / / / / .J 50 1 2 . 0 0 0 1 . ! . 0 " ' • O " . 9 . S - / / ' / / t 3 S5 1 . 2 , 0 " 1 2 . 0 • · 6 0 , , , . 8 . S - . I / v ½ ~ 60 1 2 , 0 ' " l i l . O " " • I I " 7 . 0 " ' / / 0 1(4• DEWALT PA"EIJ4A.TE (FE~~LE. ]5 1 2 , C l f f n . o · U . O ' U . O ' U . 0 " u . . O ' " "' MALf. OS PWS) \"t/ 1-11•· a.am '3 1 2 . 0 . . L i . C J " l l I r 1 2 . D " / , / / , .., rum 2"' MUI. EDGE l)jSTAIICE (2000 45 J 2 . o - l 2 . 0 ' " 1 2 . 0 - 1 2 . D " ' I / / ½ "' P" MUICMU) 50 l l . 0 " L U i 1 2 , c r 1 2 . 0 · / / !?. * -<I ss u . a r 1 2 . D ' u . a 1 2 . 0 ' / / t s , ½ ~ .., n . a . . t . u r · 1 2 0 ' " u , a · . / . I 0 1./'4·2.0AU POJ•n"S SOUD--SIT WITH lS 1 z . o • l 2 , I I " " l Z , O " · n . c r 6 . o · . , . . j 7/fr Vt.5.fO A:tD 1-1/4• Mm EDGE-40 ! l . l Y 1 2 . . Q . . 1 . U l . U . 1 1 " / , / / , 0 OISTAUCE £1800 psi t(W C-.U) .. 1 2 . 0 " 1 2 . I T ' , , . . . . 1 2 . c r I / / / / :c 50 u . o . . 1 2 . c r • o · u a · / / . I . I * ~ :! I ~ ~ : : 1 2 0 " • o · l O I I " / , / ✓ 1 / / . , 1 2 . G " 6 0 " 8 - . S - E D G E O I S T A J K : E S A S N O T E D u . . . T o Y • r : f " " " - - ~ u . . , , T o , - . w t 5 c o r r . ; , 1 J e l b u · v · ~ ~ t o , , J ) c o , 1 • l Y l ' E I C O I I N T i n l C V J ; N n - , E A H C H O A I p , ( ) C l C 2 C l C 2 c , C 2 ' " " 1 µ • I T W " T A ! ' C o . . ? f W r n t l • l / & • " T l - l R E A D 1 5 1 2 . 0 · · 1 2 . 0 . . 1 2 . . 0 ' " ' 1 2 . 0 ' " l l . 0 " u . a - n : t l , A t , 0 J , / 4 . M I P I E D G E O l ' S T A N C E . , , 1 2 . 0 " ' 1 2 . 0 " ' 1 2 . 0 ' " , , . , , . . / / / / / / ( G . s O 4 2 M J P I ) I . . , l l : . O ' " 1 2 . D " ' , : u r 1 2 . 1 1 " 7 7 / / / - ; , " " 1 2 . 0 " 1 2 . . D " ' l ~ t T ' l ° U Y " S / ~ / 2 / 7 ' ! I 5 5 1 . 1 . Q " " 1 . 1 . 0 " l l . O " l l . O " I 6 0 1 2 . 0 " 1 1 . 0 ' " l L O ' ' , u r " / / / / / 1 / - + • D E W A L T " U l l l V - C O N W I T H l • l , 1 8 ' " ~ · 1 2 . 0 " ' 1 2 . A J " l l . O ' " J L O " ' l l . O ' " 1 2 , f T T > f ~ f A D P f t . . A I I D J / 4 t O N E D G E - 4 0 1 2 . c : i - 1 2 . . 0 · L Z . 1 T ' 1 2 . . 0 " " / / / / / , , , O l S T A I O C : f ( G = 0 . . 4 ? ~ U I ~ - 4 S 1 2 . 0 " 1 . 2 . 0 " 1 1 . . . 0 ' " 1 2 . 0 ' " / / / / / , 5 0 1 2 . 0 ' " ' 1 : : . 0 " ' l L O " ' l Z . 0 " ' / / / / / - n . 5 5 1 1 . 0 " " 1 2 . D " " l l . O " 1 2 . 0 " ' . , , / / . , / / / 6 0 1 2 . 0 · 1 2 . 0 " ' 1 2 . . 0 " ' 1 2 . 0 " / / , I / , I 1 1 1 ♦ • D E W A L T P A t l f l . M A T " E ( ~ A l . E . . K A I £ , 3 5 1 2 . 0 " 1 2 . 0 " l L I T ' 1 2 . . 0 ' " 1 2 . . t : / ' 1 2 . i r o r f l t . J S ) W / 1 - 7 / 8 . , E l i B E D A N D l l ♦ " ' - - . . J t l . 4 0 1 2 . 0 " " u . o - 1 2 . . t r 1 2 . l r / . I . I . I . I / E D G E " O ! S T A H C C ( c ; : . . o . 5 4 w . n . , . . . 1 . 2 . 0 " 1 2 . 0 " 1 2 . . 0 " ' 1 2 . l T / . I / / / , " " 1 2 _ 0 " 1 2 . 0 " 1 2 . 0 ' " J Z . ( T " 7 7 7 7 ' 7 ' g l * ; a I E ) I 5 5 1 2 . 0 " ' 1 2 . 0 ' " 1 2 . D " ' u . c r - / / / / / t 6 0 1 2 . . o ' ' J 2 . D " 1 2 . D . . . 1 2 . 0 ' ' . , / / / / / ~ f l / _ . . m , T ~ O N S T O R M < i ' t . l A . O H f 1 - 3 I • " ' ' l 5 U . O ' " U . O " 1 2 . . 0 · · 1 2 . < T ' 1 L a ' 1 2 . Q " ' E M S f D ~ I D 1 - 1 / 4 ' " ' M U I f D C i f 0 1 5 T ~ l f ' C E . , 1 2 . 0 " 1 2 . 0 " 1 2 . 0 " ' 1 2 . 0 " ' , / / / / / / ( G , : k 0 . 4 2 . . I N > 4 S 1 2 . 0 ' " U . O ' " 1 2 - a · 1 : : : a · / / / / / ) , s o 1 2 . 0 " " 1 1 . 0 " 1 2 . - 0 " ' 1 2 0 " ' / / / / / * - 5 5 1 2 § 1 2 § 1 2 . . 0 ~ - 1 2 . a - , , , ✓ - / ~ h 6 0 1 2 . 0 - 1 2 . 0 " U . . 0 " 1 2 . 0 " / ~ - l / 4 · 2 0 P . t . H E U t A n : D f S E R T \ Y I T f t 1 - S ! f r I 3 S U O " 1 2 ~ 0 " ' 1 2 . 0 " ' 1 2 . 0 . . l ? . 0 " ' U . S " E M B E D M I D 3 1 - 4 • N m . E D G E D l 5 T - . n c £ 4 0 1 2 . 0 ' " u . c r 1 2 . 0 " 1 2 0 ' ~ ( G . s O 4 l " 1 1 N } , s 1 : 2 . 0 " ' 1 1 . 0 " 1 2 . I Y ' 1 2 . 0 ' " / . I / ' l I 5 0 1 2 . C I ' " 1 2 . 0 " 1 . 2 . 0 ~ · U . 0 - · , . , 1 . , / * M ' 8 s s } J : _ O " ' J . ! O " 1 2 . 0 ' " 1 2 . a · 7 7 ~ 6 0 1 2 . 0 - 1 2 . c r u . o - · U . . 1 " , I / / / / / I 1 / 4 " W 0 0 0 O R ! M i S C I I B V W J l l 1 l · " J / 0 · ) 5 , , . , , . 1 2 . 0 " ' 1 2 . 0 " 1 2 , 0 " ' 1 2 . D " 1 L 5 . " I K J J j " l f f i l f A D P E - H A N . D ' 3 / 4 - t U l . l . E D G E 4 0 u . o · n . . c r l ! . C r ' 1 2 , 0 ' 7 7 7 7 7 7 , o , s r A N C E - ( G = O • z t - 4 1 1 ' ) 4 S 1 2 . c r U H u . o · · u . t r · 7 7 7 7 7 - ; , 5 0 1 2 , , . H O " ' 1 2 . 0 · · 1 2 . D " / / / / / D 1 m 1 u u 1 1 . m m n • H M ® » u s r 5 S . , . . , . . l l O " U . O " 1 : . 0 " / / . I / . I 6 0 1 2 d n . c r U . O ' ' u s - V / / / / / A N C H O R N O T E S : 1 A N O i O R S O t E O U L E A P P U E S T O A l l P R O D U C T S C E R T I F I B ) H E R E I N , B U T O N L X 1 ' 1 1 . 0 V I D E S M A K I H U M A L . L O W A ! l l . E " - ~ S P A O N G . t i l l \ X l M U M A ! J . 0 : 1 / 1 \ B L L S P ~ S A N D 1 ' R . E S S U R E S l N O l C A T E D I N 5 P A 1 1 S C K E O U L E S t t M . L A P P L Y 2 E N T E R A l « : H O R S C l i E D U L E 3 A S E D O N P A N E L F A S < f N E F I S l ' A O l « i , T t < E 0 0 5 T i l < G S T I \ U C T l J R E M A T E R I A L . & A N C H O R . T Y ~ E . . S E l £ C T O E S I G I < l l l A D G R f A T E R T H A N O I i E Q U A L T O l < E G A T I V E 0 € S ! G f f L O A D O N S l i U T T E R ' 4 N O s a E C T S l ' A I I G R E A T E R T H A N O R E Q U A L T O S H U T T E R S P A N T H I S S H E E T A P l ' U E S T O C O N N E C T I O N l Y P ~ " C l • A t l D " C r O N L Y ( S f £ M O I J r f f i N G C f T A J L S O N S H E E T 3 F O i i l O O I T I R C A T l 0 , 1 O f ' C O N N f C l l 0 : 1 l Y l ' f ) . " H " H E A D £ R A N O " U " H E A D E R O P l l O O S A R E t l O T A P P U C J , a t . £ F O R T H E S E T A B U S . J A N O i O l l 5 S H A L L e e I N S T A l . L E O I i i A c r . O R O A H C E W I T H W . N U F A C T \ J R B I S " R E C c » l M E N D A T I O N S 4 . H O L i . O W B I . O C K H O S - S T R I J C T U 1 l E S H A U C O N F O R M T O A S T M C 9 0 B L O C K 5 M I N I H U ' 4 E H B E O M E . t r r S H A L L B E A S N O T I D I l l A N C H O R S o m > U L E 6 . M I N I M U ' 1 E M B E D ! " E N T A N O E D G E D I S T A N C E E X C L U D E S s r u c c o , F O A . ' 4 . 8 R I C K . A N D O T H E R W A L L F l r < ! S H E S W A L L n m S H E S S I - I A U S E U l - ' J T E D T O , , • • M A X O R S H A L L B E \ I E R I F l E O B Y O T I I E R S T O A l l E Q U A T E L Y T R . A N S f f R L O A O S r o t K . ~ T ~ ' l R U C T U R . f - . 7 . C O H C R E T E A N C H O R S N O T E D H E R E l l l S H A L L B E E M B E D O B > T O U N - C R A C l < E D C O N C R E T E O N L Y • 8 . W t £ R E E X I S T l l i G S T R U C T U R E I S W O O O F R A M I N G , E X I S T I N G C O N O f f i O I G M A Y V A F I Y f l E L D V E R I J Y T W . T F A S T E ~ ' I S A R E I N T O A D E Q U A T E W O O D F P A M l r « ; M 6 ' 4 8 E R S , N O T " L Y W O O O . F A S T E H l N G 1 0 P L Y W O O D 1 S > c c a > T J B L E O N L V F O R S f D E C l O S I I R E P I E C E 5 9 V , 1 £ 1 ' 1 : A N O J O R S F A S I T N T O N / \ A A O W F A C E O f S T U D F R N ' l N G , f A S T E H E l \ S H A U B E L O C A T E D 1 1 1 C W T E R O f ' N e t - O H I I L 2 " X 4 • ( M I N ) W O O D S T \ 1 0 ( t , E O G E D I S T A N C E I S A . C C E P l / \ B l E F O R . W < X l O F I \ A M l ~ G ) W O O O S T U D S H A U e E G • 0 . 4 2 0 R G R E : . T T R o u c s m , U . 1 ' 1 . 0 1 A G S C R E W S S H A U H A V c l ' H I W P S " " " H E A D C I I \ t t 0 l H E A D 1 0 R E M O I I A B l E M I O i O R S A R E . D E W A L T P A N E L M A T E , A l . l . - l ' O I N T S S O U O - S f T l l M A C H l N E S C R E W S S l t A l l H I ' ~ 1 1 2 • M ! N l l ' U M E N G l < G E N E f f l O f T K U : A D S I N T O T H E M 5 E I I N 0 1 0 R I W D H A Y H A V E E I T H E R ~ P A N H E . l > D , 1 R U S S H E . > D , O R W A F E R H E A D ( S I D E W < . L J . . l ! O L T ) U . f f 0 1 2 K I N l l ' ! U M E M l ! E O f o E I I T A N D f ! J G E O t 5 T A N C E E X O . U D £ S s r u c c o O R O l H E R W A U . F I N I S H E S l J I Z 2 l D E S I G . , A T 5 A A = C O M O f f i O H S W H I O I A R E N O T A c a J ' T • • U . i J S f S . , . * D l l l E C T M O U N T I N G C O N o m O N s . I S U N E A R I N T E R C O l A T I C f l I S N O T P E R M I T T f l > F O R l l ~ W I T t t T l t E M l O I O ' I ! i 0 1 E D I J l . f . 5 L I S T E D C f t l t t I S S H E E T . l b P R O ' J I O E l ( f ' ( H O L E W A S t i E R F O I i 1 1 • • 1 0 S I D E W A L i < B O L T S 2 0 - 2 8 3 4 1 S C A l t . . E : K r S U r r k . l : S S I O T E D 5