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590 Ocean Blvd RES21-0219 Hurricane ShuttersOWNER:ADDRESS:CITY:STATE:ZIP: FULLER ROBERT H 590 OCEAN BLVD ATLANTIC BEACH FL 32233-5340 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: 170142 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 590 OCEAN BLVD RESIDENTIAL ALTERATION RESIDENTIAL 2 ROLL DOWN AND ONE ACCORDIAN HURRICANE SHUTTER $3500.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 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: 7/14/2021 PERMIT NUMBER RES21-0219 ISSUED: 7/14/2021 EXPIRES: 1/10/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $109.00 2 of 2Issued Date: 7/14/2021 PERMIT NUMBER RES21-0219 ISSUED: 7/14/2021 EXPIRES: 1/10/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $109.00 RES21-0219 Address: 590 OCEAN BLVD APN: 170142 0000 $109.00 BUILDING $70.00 BUILDING PERMIT 455-0000-322-1000 0 $70.00 BUILDING PLAN REVIEW $35.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $35.00 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: R16321 $109.00 Printed: Wednesday, July 14, 2021 11:41 AM Date Paid: Wednesday, July 14, 2021 Paid By: FIRST COAST HURRICANE SHUTTERS Pay Method: CREDIT CARD 481488033 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16321 ~+; 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 RES21-0219 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab .us Up dated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQ UIRED. Job Address: 590 Ocean Blvd . Atlantic NEach , FL 32233 Permit Number: ___________ _ Legal Description 5-69 16-2S-29E AUanbc Beach Lot 6 Black 18 RE# 170142-000 Valuation of Work (Replacement Cost) $_S_3_500_-00 _____ Heated/Cooled SF _2_64_3 ___ Non-Heated /Cooled _10_7_2 ___ _ • Class of Work: □New □Addition D!Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercia l 0Residentia l • If an existing structure, is a fire sprinkler system installed?: □Yes ~No • Will treels\ be removed in association with orooosed oroiect? □Yes /must submit seoarate Tree Removal Permit\ □No Describe in detail the type of work to be performed: Install Hurricane Protection : 2 Mechanical Roll Down Shutters and 1 Accord ian Shutter Florida Product Approval #_F_L_38_9_-R_1_o_&_F_L3_2_02_9-_R_1 ____________ for multiple products use product approval form Property Owner Information Name Robert Fuller Address _s_90_0_cea_n _sI_vd_. _______________ _ City Atlantic Beach State FL Zip 32233 Phone _9_04_-_24_9-8_94_7 ________ _ E-Mail bfufler590@comcastnet Owner or Agent (If Agent, Power of Attorney or Agency Letter Requ ired) ____________________ _ Contractor Information Name of Company Forst Coast Hu mcane Sh utters . LL C Qualifying Agent _T_imo_t_hy_R_y_cz_e_k ___________ _ Address 12170 Longmont Ln . s. City JacksonVJfl e State _F_L ___ Zip 32246 Office Phone _9_04_-4_1_9-_9_s_1s ____________ Job Site Contact Number ________________ _ State Certification/Registration # _c_G_c_,_s,_1_16_3 _____ E-Ma i l ollice@fchurricaneshutters .com Architect Name & Phone#------------------------------------- Eng i neer's Name & Phone#------------------------------------- Workers Compensat ion Insurer Old Dornom on Insu rance Co . OR Exempt o Expirat ion Date _0_21_0_112_0_22 ____ _ Application is hereby made to obtain a permit to do the work and i nstallations as indicated . I certify that no work or instal l ation 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 A IR CONDITIONERS, etc. OTICE · In add1t1on to the requirements of th1 permit, there may be add,t,onal restrrct,ons applicable to th,s property that may be found ,n the public records of th,s county, and there may be additional permits required from other governmental entities such a water management districts, state agencies, o federal agencies OWNER'S AFFIDAVIT : I certify that all the forego i ng informati on is accurate and that all work w ill be done in compliance with all appl icable laws regulating construction and zon i ng. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTI CE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA~~,-ONSULT WITH YOUR LENDER OR RECORD ,.,./,..__,,~-~ C~ OF COMMENCEMENT. (Signature of Owner or Agent) Signed and sworn to (or affirmed) before me this .2,____ day of l th ---1 2 1;:.l.J. by 1(,/)0~ -.. ,..._ 'l,i.::7~ .., '{}fv; ,,( 1 ' [ ) Personally Known OR [~roduced Identification (Signature of Notary) CHRISTIAN GIL Type of Identifica t ion : .,_-......_-"'rJ'--",_--f!i-:,;o,~»."'-iii>:>---c.A~NrNIIIII-*- -----l.--.!::....JL--"~=;::z,i;::. ________ _ Signed and sworn ed) before me this _k day of :Jtd V , 2,p '2. l -/-~"-lil'UL......_"-.L.l'--'---'C..::...,L.!.-..L.,.£ L_,:\-J'liiL',,..c..!-r,~~~ nally Known OR uced Ident ification Ident ificat ion : ---~~id~~-Eltl:lifes-GE~J2025--- PRODUCT A P P R O V A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: _s9_o_o_ce_an_s_1v d _ . A _ 1 1 a _ n _ t 1 c _ s e _ a c _ h _ , F _ L 3 _ 2 2 _ 3 _ 3 - - - - - - - - - - - - - - - - - - - - P e r m i t # : - - - - - - - - - - - *Owner/Project Name: _Ro_b _ e r t _ F _ u l l _ e r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ As required by Florida Statut e 5 5 3 . 8 4 2 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 B - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components list e d b e l o w a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do no t k n o w t h e p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained at: w w w . f l o r i d a b u i l d i n g . o r g . Category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # 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 P a g e 1 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 Category/Subcategory M a n u f a c t u r e r P r o d u c t D e s c r i p t i o n L i m i t a t i o n o f U s e S t a t e # L o c a l # E. SHUTTERS 1. Accordion E a s t e r n M e t a l S u p p l y F L 3 8 9 - R 1 0 2. Bahama 3. Storm panels 4. Colonial 5. Roll-up E a s t e r n M e t a l S u p p l y F L 3 2 0 2 9 - R 1 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. P a g e 3 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 In addition to completing th e a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain o n t h e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this P r o d u c t A p p r o v a l S h e e t . I certify that this product ap p r o v a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document m u s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . ( • T i m o t h y R y z c e k * ~ / - - - *Contractor Name Pnnt Na m e ) : _ _ _ _ _ _ _ _ _ _ _ _ _ _ C o n t r a c t o r S i g n a t u r e : - - ' - - - ' " " - + - ~ - - - - - - - - - " " " ' - - - - - - - - - - - - First Coast H u r r t c a n e S h u t t e r s , L L C *Company Name: ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ *Mailing Address: _12_1_1o_L_on_g _ m o _ n _ t L _ n _ . s _ . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Jacksonville F L 3 2 2 4 6 *City: ________ _ _ _ _ _ _ _ _ _ _ _ _ _ * S t a t e : _ _ _ _ _ _ _ _ _ _ * Z i p C o d e : _ _ _ _ _ _ _ _ _ _ _ _ _ _ 904- 2 7 4 - 6 6 2 0 o f f i c e @ f c h u r r t c a n e s h u t t e r s . c o m *Telephone Number: __ _ _ _ _ _ _ _ _ _ _ _ _ _ * E - m a i l A d d r e s s : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Cell Phone Number: __ 9_04-4 _ 1 s - _ 9 _ 8 _ 1 5 _ _ _ _ _ _ _ _ _ _ _ _ F a x N u m b e r : _ _ N J _ A _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 GE N E R A L NO T E S : 1. BE R T H A H. V . AC C O R D I O N SH U T T E R SY S T E M 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 WIT H TH E 20 2 0 (7 t h ED l 1 1 0 N ) OF TH E FL O R I D A BU I L D I N G CO D E . TH I S AC C O R D I O N SH U T T E R SY S T E M MA Y 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 . DE S I G N 'N I N O LO A D S SH A L L BE Of f i R M I N E D AS PE R SE C T I O N 18 0 9 OF TH E AB O V E ME N T I O N E D CO D E , FO R A BA S I C WI N O SP E E D 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 SH U T T E R WI L L BE IN S T A L L E D WI T H 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 E 7 - 1 8 FO R IN S T A L L A T I O N S UN D E R 2 0 2 0 (7 t h ED f T l O N ) F8 C AN D SH A f . . ! . . 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 12 TH R U 17 , 25 , 26 , 28 & 28 A . 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 6 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 M. U L T I P L Y ! N G TI - l 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 . O ) 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 f S 12 TH R U 17 , 25 , 26 , 28 & 28 A . IN OR D E R TO VE R I F Y TH A T AN C H O R S ON TH I S P .E . D . , AS TE S T E D , WE R E NO T OV E R S T R E S S E D , A 33 % IN C R E A S E IN AU . O W A B L E LO A D S FO R WI N D LO A D S WA S MQ I US E D IN TH E I R AN A L Y S I S . BE R T H A H. V . AC C O R D I O N SH U T T E R SY S T E M ' S AD E Q U A C Y FO R WI N D AN D LA R G E MI S S I L E IM P A C T LO A D HA S BE E N VE R I F I E D IN AC C O R D A N C E WIT H SE C T I O N 18 2 8 OF TH E AB O V E ME N T I O N E D CO D E AS PE R A l l RE P O R T S : -H V BL A D E ( ! ) # 0 2 1 4 . 0 1 - 0 3 , #0 7 1 5 . 0 1 - 0 3 , #1 0 0 4 . 0 1 - 0 5 , #1 2 1 4 . 0 1 - 0 5 , f0 3 1 7 . 0 2 - 0 6 , 10 6 0 9 . 0 1 - 1 0 AN D 10 2 1 0 . 0 1 - 1 1 AS PE R TA S 20 1 , TA S 20 2 AN D TA S 20 3 PR O T O C O L S . -H V WI N D O W BL A D E @ #0 5 0 5 . 0 1 - 0 8 AS TA S 20 1 . 20 2 & 20 3 PR O T O C O L S AN D 07 2 5 . 0 1 - 0 8 AS PE R TA S 20 2 PR O T O C O L . -H V BL A D E @ #0 4 2 2 . 0 1 - 0 5 AS PE R TA S 20 1 , TA S 20 2 AN D TA S 20 3 PR O T O C O L S . 2. HV BL A D E G ) A N O HV BL A D E G ) A R E EN G I N E E R E D TO WO R K IN UN I S O N WIT H EA C H OT H E R IN AR E A S WH E R E TH E DE S I G N PR E S S U R E S TP . A N S I T J O N FR O M EN D ZO N E 5 TO IN T E R I O R ZO N E 4. EA C H WI N O ZO N E MU S T BE CL E A R L Y JO E N T I F I E O IN AC C O R D A N C E WIT I · l CH A P T E R 30 , OF AS C E 7 - 1 8 ST A N D A R D . AL L MO U N T I N G CO N D I T I O N S AN D FA S T E N E R TY P E S SC H E D U L E S MU S T BE AP P L I E D TO TH E CO R R E S P O N D I N G WIN D ZO N E . TH I S SH A L L IN C L U D E RE Q U I R E M E N T S FO R MI N . SE P A R A T I O N TO GL A S S . DE L I M I T A T I O N OF WI N D ZO N E S 4 AN D 5 AS WE L L AS VA L I D I T Y OF CO M P O N E N T S FO R HV BL A D E 1 & 2 AC C O R D I O N SH U T T E R S SY S T E M S FO R EI T H E R WIN O ZO N E SH A U BE PR E P A R E D AN D CE R T I F I E D BY A Fl . O R I D A RE G I S T E R E D EN G I N E E R OR AR C H I T E C T BA S E D ON BU I L D I N G CO N F I G U R A T I O N AN O AS C E 7 - 1 8 ST A N D A R D , AN D SH A L L BE SU B M I T T E O TO TH E BU I L D I N G OF F I C I A L AT TH E TI M E PE R M I T IS AP P L I E D FO R . HV BL A D E (D A N O 1- N WIN D O W BL A D E @ AR E EN G I N E E R E D TO WO R K IN UN I S O N WIT H EA C H OT H E R UN D E R TH E GE N E R A L UM I T A T l O N S 0 AN D CO N D 1 T 1 0 N S CF US E IN D I C A T E D ON SH E E T 28 . 3. BE R T H A H. V . AC C O R D I O N PI N S (1 - N SC R E W S ) , US E D AT BL A D E S KN U C K L E AN D FO R DI R E C T MO U N T CO N N E C T I O N TO TR A C K S SH A L L BE i 14 X 2 . 7 5 AN D f 14 X 1 .7 5 RE S P E C T I V E L Y , 41 0 - H T MI N I M U M SE R I E S ST A I N L E S S ST E E L SC R E W S WIT H 13 5 . 0 ks i YI E L O ST R E N G T H AN D 18 0 ke i TE N S I L E ST R E N G T H . PI N S SH A U BE CO A T E D WIT H BE R T H A HV DA C R O S H I E L D CO A T I N G SY S T E M AS MA N U F A C T U R E D BY AP P R O V E D CO A T I N G AP P L I C A T O R S , RE G I S T E R E D 'N I T H AM E R I C A N SH U T T E R SY S T E M S AS S O C I A T I O N . PI N S MU S T BE A R TH E HV MA R K I N G ON TH E I R HE A D . 4. A l 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 O C I A T I O N AL L O Y AN D TE M P E R AS IN D I C A T E D ON SH E E T S 2 AN D 3. MI N I M U M YI E L D ST R E N G T H FO R 60 6 3 - T G AL L O Y IS 31 . 7 ks i AN D 35 . 7 ks i FO R 60 0 5 - T 5 AL L O Y . 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 WIT 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 WIT 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 . 5. AL L SC R E W S TO BE ST A I N L E 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 WIT H 50 ks i MI N . YI E L D ST R E N G T H AN D 90 ks i MI N . 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 . 6. 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 Al S I 30 4 OR 31 6 SE R I E S ST A I N L E S S ST E E L WIT H 35 ks i MI N ! M U l . l YI E L D ST R E N G T H . 7. SE E TH E FO L L O W I N G SH E E T S FO R AN C H O R SP E C I F l C A T I O N S : HV B L A D E ' : 13 , 1 4 , 1 5 , 1 6 , 1 7 & 28 A HV BL A O E : 26 . HV BL A D E 3 & @ WO R K I N G IN UN I S O N : 13 , 14 & 16 8. TH I S BE R T H A H. V . AC C O R D I O N SH U T T E R SY S T E M BE A R S A U. S . PA T E N T #6 ' 7 7 9 , 5 8 2 . CO M P O N E N T S OF n- u s AP P R O V A L AR E CO V E R E D , JN WH O L E OR IN PA R T BY U. S .. PA T E N T #5 ' 4 5 8 , 1 7 9 IS S U E D TO EA S T E R N ME T A L SU P P L Y , IN C . 9 .. IT SH A L L BE TH E RE S P O N S I B ! L I T Y OF 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 TH E ST R U C T U R E WH E R E SH U T T E R 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 . CO N T R A C T O R 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 ED G E S WH I C H RE M A I N , TH R U FA S T E N I N G IN CO N T I N U O U S CO N T A C T WIT 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 . 10 . EA C H UN I T MU S T BE A R PE R M A N E N T LA B E L IN A VI S I B L E PL A C E WIT H WA R N I N G NO T E : DU R I N G PE R I O D S OF HU R R I C A N E WA R N I N G S HO M E OW N E R , TE N A N T , OR OT H E R S , MU S T PR O P E R L Y CL O S E AL L HV AN O HO CE N T E R M A T E S AN D EN G A G E OR LO C K AL L HV AN O HO LO C K S . 11 . SH U T T E R MA N U f A C l U R E R ' S LA B E L SH A L L BE LO C A T E D ON A RE A D I L Y VI S I B L E LO C A T I O N AT AC C O R D I O N SH U T T E R JN AC C O R D A N C E WIT T - I SE C T I O N 17 0 9 . 9 . 3 OF Fl . O R I D A BU I L D I N G CO D E . . ON E LA B E L SH A L L BE PL A C E D FO R EV E R Y OP E N I N G . LA B E L I N G TO CO M P L Y WIT H SE C T I O N 17 0 9 . 9 . 2 OF TH E FL O R I D A BU I L D I N G CO D E . 12 . BE R T H A H. V . AC C O R D I O N SH U T T E R SY S T E M ' S IN S T A L L A T I O N SH A L L CO M P L Y WIT H SP E C S IN D I C A T E D IN TH I S DR A W I N G PL U S AN Y BU I L D I N G AN O ZO N I N G RE G U L A T I O N S PR O V I D E D BY TH E JU R ! S O ! C T I O N WH E R E PE R M I T lS AP P L I E D TO . 13 . (o ) TH I S P. E . O . 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 O DO E S NO T PR O V I D E IN F O R M A T I O N FO R A SI T E SP E C I F I C 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 . D . (b ) CO N T R A C T O R TO BE RE S P O N S I B L E FO R TH E SE L E C T I O N , PU R C H A S E AN D IN S T A L L A T I O N fN C L U D l N G LI F E SA F E T Y OF TH I S PR O D U C T , BA S E D ON TH I S P. . E . . D .. , PR O V I D E D HE / S H E DO E S NO T DE V I A T E FR O M TH E CO N D I T I O N S DE T A I L E D ON TH I S DO C U M E N T . CO N S T R U C T I O N SA F E T Y AT SI T E !S TH E CO N T R A C T O R ' S RE S P O N S I B I L I T Y . (c ) TH I S P. E . D . WI L L BE CO N S I D E R E D IN V A L I D IF AL T E R E D BY AN Y ME A N S . (d ) SI T E SP E C I F I C PR O J E C T S SH A L L BE PR E P A R E D BY A FL O R I D A RE G I S T E R E D EN G I N E E R OR AR C H I T E C T WH I C H 'N I U BE C O M E TH E EN G I N E E R OF RE C O R D (E . O . R . ) FO R TH E PR O J E C T AN D WH O W U BE RE S P O N S I B L E FO R TH E PR O P E R US E OF TH E P. E . D . EN G I N E E R OF RE C O R D . AC T I N G AS A DE L E G A T E D EN G I N E E R TO TH E P. E . D .. EN G I N E E R SH A L L SU B M I T TO TH I S LA T T E R TH E SI T E SP E C I F I C DR A W I N G S FO R RE V I E W . (e ) OR I G I N A L P. E . O . SH A L L BE A R TH E DA T E AN D OR I G I N A L SE A L AN D SI G N A T U R E OF TH E PR O F E S S I O N A L EN G I N E E R OF RE C O R D TH A T PR E P A R E D IT .. ~2 0 2 0 TI L T E C O , IN C . TA B L E OF CONTENTS AR E A 1 · HV BLADES (j). G6 & <2l GE N E R A L NO T E S SY S T E M CO M P O N E N T S 1-20 SY S T E M CO M P O N E N T S 21-37 TY P I C A L SH U T T E R ASSEMBLY 38-43 SHEET 1 SHEET 2 SHEET J SHEET 4 AR E A 2· HY BLADE (j) AND HY WINDOW BLADE (@ (W H E R E AP P L I C A B L E ) TY P I C A L SH U T T E R ELEVATION & NOTES ON LOCKS IN S T A L L A T I O N DE T A I L S A-E, CONCRETE/BLOCK IN S T A L L A T I O N DE T A I L S F-L, CONCRETE/BLOCK CE N T E R M A T E DE T A I L S HV CE N T E R M A T E AL T E R N A T I N G DETAILS HV CE N T E R M A T E DE T A I L S HD EN D CO N N E C T I O N DETAILS 1-6, CONCRETE/BLOCK MA X I M U M SP A N TABLES AN C H O R SC H E D U L E - CONCRETE & BLOCK AN C H O R SC H E D U L E - CONCRETE & BLOCK AN C H O R SC H E D U L E - CONCRETE & BLOCK AN C H O R SC H E D U L E - WOOD AN C H O R SC H E D U L E - WOOD IN S T A L L A T I O N DE T A I L S M-R, WOOD IN S T A L L A T I O N DE T A I L S S-X, WOOD EN D CO N N E C T I O N DETAILS 7-12 & X, WOOD AR E A 3: HY BLADE <2l ONLY TY P I C A L SH L / T T E R ELEVATION & NOTES ON LOCKS IN S T A L L A T I O N DE T A I L S AA-GG, CONCRETE CE N T E R M A T E DE T A I L S HD EN D CO N N E C T I O N DETAILS 1-6 & X, CONCRCTE/BLOCK MA X I M U M SP A N TABLES AN C H O R SC H E D U L E , CONCRCTE SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 SHEET 22 SHEET 2J SHEET 24 SHEET 25 SHEET 26 AR E A 4· HY WINDOW BLADE (@ ONLY TY P I C A L WI N D O W BLADE & WINDOW DETAIL TY P I C A L SH U T T E R ELEVATION SHEET 27 SHEET 28 AR E A 5: HY WINDOW BLADE (j) ONLY IN S T A L L A T I O N DE T A I L S , METAL STUD WALLS SHEET 28A FL O R I D A BU I L D I N G CODE /Non Hiah Velocitv Hurricone Zone l © 2020 EASTERN METAL SUPPLY, INC. I TH I S DR A W I N G SH A L L ON L Y BE US E D TO I OB T A I N PE R M I T S IN TH E ST A T E OF ' F' L O R I D A A. S . S . A . BERTHA HVTM Accordion Shutter System H.V . BLADE 11 WI OR WIO H.V. WINDOW BLADE & H.V. BlADE 17 ., , , 1 1 1 1 1 1 1 1 11 • 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 . J6 t t i . st . , St e .. 30 5 , VI R G I N I A GA R D E N S , FL O R I D A J J l 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 • Fo x : (3 0 5 ) 8 7 1 - 1 5 . 3 1 e- m g i ! ; ti l t e c o O a o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A.. Tl L L I T Jr .. P. E . FL O R I D A Uc .. fl 44 1 6 7 Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 4 2 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 RE V , N , 2 3 • 5 6 DESCRIPTION DATE DRAWN BY: M.P OLD 17-106 7/1/2020 DATE: 07/1/2020 DRAWING No 20-163 SHEET 1 OF' 28 •s E E I ~ 4 = , 3 ~ 7 1 ~ • - - - - t.. = - = . __ _ M S r _ _ _ ~ CD Hv so u p BL A D E CO V E R E D UN D E R US PA T E N T # 54 5 8 1 7 9 @ HY WIN P O W BL A D E * @H Y BL A D E · CO V E R E D UN D E R US PA T E N T # 5 4 5 8 1 7 9 60 0 5 - T S AL L O Y AN O TE M P E R @) HY UN I V E R S A L FL O A T E R QU A L I F I E D FO R US E W / HY BL A D E (i ) & @ 60 0 5 - T S AL L O Y AN O TE M P E R · ~ fl . ~· i ; 111 · :: J , . . . . , @ HY DIR E C T MO U N T ~~ ~\ ~ ·irs-·~v ... @ HV go• /1 so· STARTER QUALIFIED FOR USE W/ HY BLADE CD & ® 6063-T6 ALLOY AND TEMPER LI M I T A T I O N S OF US E OF BL A D E (0 ON SH E E T 2 8 6 0 6 3 - T6 AL L O Y AN O TE M P E R 1. s o o · QU A L I F I E D FO R US E W / HY B L A D E i l ) & ® 60 6 3 - T 6 AL L O v " A N O ~E M P E R r- r x >- i l ' . . MN . X M N . Y M N . t - - , · ,~ 0. 0 6 2 ~ ! t @ SID E AN G L E S QU A L I F I E D FO R US E W / HV BL A D E C D & @ 60 6 3 - T 6 AL L O Y AN O TE M P E R (j ) HV AD J . AD A P T E R W/ L I P QU A L I F I E D FO R US E W/ HY BL A D E C D & @ 6 0 6 3 - T S AL L O Y AN D TE M P E R ~ ~= = ; . , . . 4 - J @ HY HE A D E R / S I L L QU A L I F I E D FO R US E W/ HV BL A D E (l ) O N L Y 60 6 3 - T 6 AL L O ~ AN O TE M P E R CO M P O N E N T @ @ A 2 · 2' ' @H Y WA L K - O Y E R TR A C K QU A L I F I E D FO f l . _ US E W / HV BL A D E U ) & @ 60 6 3 - T 6 AL L O Y AN O TE M P E R @ HD CE I L I N G HE A D E R / S I L L QU A L I F I E D FO R US E W / HY BL A D E CD SE E SE C T I O N S FO R VA L I D I T Y . 60 6 3 - T 6 AL L O Y AN O TE M P E R BL A O E 8 T1 T2 k: J U A U F I E C 5 11 MA X . 1/ B " 1/ 8 ' ' HV ( D SR MA X . 0. 1 9 2 " 0. 1 9 2 " HV ® @ HY TR E N C H TR A C K QU A L I F I E D FO R US E W/ HY BL A D E CD & @ O N L Y , 60 6 3 - T 6 AL L O Y AN O TE M P E R 1. 9 3 6 " @ HP WA L L HE A D E R / S I L L QU A L I F I E D FO R US E W/ HV BL A D E CD ON L Y , 6 0 6 3 - T6 AL L O Y AN O TE M P E R {C J y 2 · 2" 0. 1 2 5 " 3• 3• 0. 0 9 0 " @ 2. 5 " 7" MA X . 0. 1 9 0 " 0. 1 9 0 Q HV ( D I I (2 0 ) CO R N E R PO S T S AL U M I N U M AN G L E S YL l A L I F I E D FO R US E W / HY @ HY RAINGUARP QUALIFIED FOR USE W/ HY BLADE 1 & 2. 6063-T6 ALLOY ANO TEMPER @ SHD CEIUNG HEADER/sill QUALIFIED FOR USE W/ HY BLADE CD & (2) 6063-T6 ALLOY ANO TEMPER - QU A L I F I E D FO R US E W/ HV BL A D E CD & @ BL A D E (S E E SC H E D U L E ) 60 6 3 - T 6 AL L O Y AN D TE M P E R N H V H Z 60 6 3 - T 6 AL L O Y AN D T E : M ~ ~ E = R ~ - - - - - - - - r - - - - - - - - - - - - - - 7 r _ _ _ _ _ _ _ _ _ .:: , F : ; : L O ~ R ~ l ~ D : : A ~ B ~ U l l l - L D F _ : : . l ~ N - G : : : _ - _ c : : : . : : ~ O J D I E ~ ) ~ = o ~ n s s . r i g E h f ~ : , : e ; ; ; l : - o ; c ~ i t ; 1 f - ; ; " ~ ' - ' t i _ c ; . ; o ~ n : e : : o : n _ e 1 »l l ! i l l J ' l i J I I I I ' • . © 2020 EASTERN METAL SUPPLY, INC. \\ ' c - \ - \ ' A ~ e2 0 2 0 TI L T E C O , IN C . a~. \ : 1 : / & _ ~ i i > ~ ~~~~~ ~ ~ ~ ~ ~ \ . ~;~ ; ~ ~ : . !:!1.ffo{:~~f:i~ - r. . "" - . Ph o n e : (J 0 5 ) 8 7 1 - 1 5 J o . Fa x : (J o s ) B 7 1 - 1 5 J 1 We s t Pa l m Be a c h , FL .3 . 3 4 0 7 \% • , / i ' . O A I O / ~ •- m o ; : , ~ ~ ~ ~ 6 f 1 °; " 0 0 m 20-163 ~ ss > .. . . . . . . ·~ ~ " " ' i - : * - - - - - - - WA L T E R A. TI L L I T J, , P, E . SHEET ,, , , , , , tO N A L 'i: . \~ , , FL O R I D A Li e , e 44 1 6 7 2 OF' 28 11 11 1 1 1 11 11 1 1 1 • ~ : t . SE A L / S I G N A T U R E / D A T E I # - · 4 57 6 " @ HY CE N J E R M A T E QU A L I F I E D FO R US E W / HV B L A D E ( D & @ ON L Y 6 0 6 3 - 1 6 AL L O Y AN D TE M P E R @ LO C K E R FO R "I " LO C K CE N J E R M A T E QU A L I F I E D FO R US E W / HV BL A D E ( D O N L Y 6 0 6 3 - 1 6 AL L O Y AN D TE M P E R . _ 1. 9 1 7 .. . @) HD CE N T E R M A T E W/ NO LQ C ~ \ N G RO D QU A L I F I E D FO R US E W / HV BL A D E (D , l! > J & (? ) 6 0 6 3 - 1 6 AL L O Y AN D TE M P E R VA R I E S , 12 " MI N . r . 1 / 4 • fl l - 2 0 S. S . OR J/ B " ' l f - 1 6 bft t . - · -AC E T A L n< U M B S C R E W S . i· (S E E OE T A l L S ) r- . . :: : : - : : 4 _ : c _ .. -~ 0 ! - I i ~I @ LO C K I N G RO D 6 ±1 s · QU A L I F I E D FO R US E W / HV BL A D E (D & ® 60 6 3 - T G AL L O Y AN D TE M P E R £: , . .t s l l N S T A L L A T I O N WI L L RE Q U I R E A 7 / 1 6 " HO L E Df f i L L E D AT TR A C K S FO R PR O P E R EM B E D M E N T @ HY MA L E "I " LO C K CE N T E R M A T E QU A L I F I E 6D 06 F 3~R 16 uA s l i 0 ~/ A N ~ v 1~~~ ~ (D O N L Y @ HY FE M A L E "I " LO C K CE N T E R M A T E QU A L I F I E D FO R US E W/ HV BL A D E { 1 J O N L Y 6 0 6 3 - 1 6 AL L O Y AN D TE M P E ' i f " ' • J ~ !a . 1/4"-20-. THREADED rDlE CAST 87 5 " HOUSING ENAMR '@ BPJ<EO PAINTED EGRESS TURN-.,,,-·-KNOB. BR A S S CTlJNDER ~ • ~ ~J< T i 6 3 (CHROME - ~ 3 1 8 ' . "' ~: ' . ~ HY LO C K ,.__BRASS CYLINDER (CHROME PlATEO) @ HY EGRESS LOCK .8 7 5 " QU A L I F I E D FO R US E W / HV BL A D E G) & QB ONLY. QUALIFIED FOR USE W/ HV BLADE G) & @ ONLY. PL A S T I C HE A D MO L D E D TO SC R E W 825" 1 / 4 " . t - 2 0 X 3/4" S. S . THUMBSCREW ~g{-518" :.CW-~ ~ L360" AFTER RIVETING BEFORE RIVETING 1 /4"fll-20 RIYNUT* *SERIES 9444 ALUMINUM (2024-lJ ALLOY) LARGE FLANGE THlN SHm NUTSERT, PART f 0820. AS MANUFACTURED BY AVDEL CHERRY TEXTORN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL @ HY ALTERNATIVE LOCK @ HV "T " LO C K QU A L I F I E D FO R US E W/ H V BL A D E G) ON L Y . QUALIFIED FOR USE W / HV BLADE G) ONLY. @ HP CE N T E R M A T E W/ LO C ~ U i G BP ~ . QU A L I F I E D FO R US E W/ HV B L A D E 2 ) , ~ & 1 ) @ HD CE N T E R M A T E ' S I N ~ I QU A L I F I E D FO R US E W / HV B L A D E 1 , @ & @ 6 0 6 3 - 1 6 AL L O Y AN D TE M P E R 6 0 6 3 - 1 6 AL L O Y AN D TE M P E R ~l(( - ~ ~ fg CJ? L3 1 s " ' ~ @ HY 3/ 8 " V S - J 6 AC E T A L TH U M B S C R E W S QU A L I F I E D FO R US E W HV BL A D E 'f " & d./ . , HY J /4 " VS - 2 0 AIS I 3 0 4 @ HD LOCK BY RE G E N T HA R D W A R E MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. QU A L I F I E D FO R USE W/ HV BLADEG), @&@ FL O R I D A BU I L D I N G CODE Nan H; h Velocit Hurricane @ 2020 EASTERN METAL SUPPLY, INC. Q2 0 2 0 TI L TE C O , IN 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 . JE i l h . St : , St e . J0 5 , VIR G I N I A GA R D E N S , FL O R I D A J J \ 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 • Fa x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c o O c o t . c a m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L L I T Jr . P. E . FL O R I D A li e . # 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o o d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 Zone BERTHA HVrM Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BLADE & H.V. Bl,IJJE EV . H DESCRIPTION DATE DRAWN BY: M.P OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 3 0 28 SH U T T E R AS S E M B L Y SC H E D U L E FO R HV (f ) _ HV ('f A ) AN D HV (? ) BL A D E S . CD HV BL A D E 1 - - - - · @ HV BL A D E 1A ® HV BL A D E 2 ·· - - · · ® HV LO N G RE C E S S E D NY L O N BU S H I N G ® HV SH O R T RE C E S S E D NY L O N BU S H I N G -- @ HV NY L O N HA T WA S H E R . . @ HV WH E E L CA R R I A G E AI S I 3 0 2 - 3 0 3 SE R I E S l' l . 8 7 0 " x 3 / 1 6 " TH I C K NY L O N WH E E L . 0. 1 8 8 " \ ' l AI S I 3 0 2 SE R I E S S. S . RI V E T S - - - - - - - - - @ HV 1 3 / 4 " AC C O R D I O N PI N W / # 8 HE A D * f - - - - - - ·· - - · - - · - -- @ HV 2 3 / 4 " AC C O R D I O N PI N W / #8 HE A D * @ PO L Y C A R B O N A T E IM P A C T RE S I S T A N T HV WI N D O W (S E E SH E E T 2 7 ) :m !" « f ! U : ~ ' . : n t s EX I E B I Q R MQ E KN U C K L E FO R ( 1) HV PI N @ SH A L L AL W A Y S BE US E D AT AL L EX T E R I O R BO T T O M KN U C K L E S OF HV AC C O R D I O N SY S T E M W / HV G) OR H V @ ) BL A D E . (2 ) HY PI N @ MA Y BE US E D IN LI E U OF @ AN D ON L Y AT EX T E R I O R BO T T O M KN U C K L E S OF HV AC C O R D I O N SY S T E M W / HY @ BL A D E WH E N CO R R E S P O N D I N G TO IN S T A L L A T I O N S "c c " AN O "D D " , SH E E T 22 . (3 ) HY P I N @ O R @ W / 1 / 2 " O. D . 1 / 1 6 " TH I C K S. S . WA S H E R SH A L L BE US E D FO R DI R E C T MO U N T IN S T A L L A T I O N PE R DE T A I L X, SH E E T S 11 & 24 . EX T E R I O R TY P I C A L SH U T T E R AS S E M B L Y SC A L E : 3 / 8 " ; 1 " WH E E L CA R R I A G E DE T A I L N. T . S . Q2 0 2 0 TI L T E C O , 1N 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 53 : 5 5 N. W . 36 t h . St . , St e . 30 ~ , VI R G I N I A GA R D E N S , Fl O R I D A JJ l 6 Ph o n e : (J 0 5 ) 8 7 1 - 1 5 J O . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m c i l : Ul t e c o O a o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. Tl L L I T Jr . P. E . FL O R I D A Li e . // 44 1 6 7 3/ 8 " ¢ ~ I I l I EXTERIOR -------11 I "' '"@OS®" -EXTERIOR --BLADE'S KNUCKLE. (SEE NOTE * FOR REQUIREMENTS) AS S E M B L Y LAYOUT N. T . S . FL O R I D A BU I L D I N G CODE Non Hi h Velocit Hurricane Zane A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o o d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVn,1 Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BlADE & H.V. BLADE EV , N DESCRIPTION DATE DRAWN BY: M.P OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 4 0 28 / I \ ), _ _ I I HO O - H V D - v * NO T E S ON HY LO C K S AN D CE N T E R M A T E S ; 1. MA N D / J O R Y CO N P O ) O N f1 • ON E HV LO C K @ or @ SH A L L BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1 2 · AB O V E OR BJ ; l . _ O W J / 2 OF SH U T T E R SP A N FO R SP A N S UP TO 105", AND FOR INSTAL.¼TIONS ~T ANY EL E V A T I O N . HV LO C K ~ or @ MA Y BE US E D AS AN IN S I D E OR Ol / T S I D E LOCK, ATTACHED TO (ll) OR @ CE N T E R M A T E S W / ( 2 ) 1 / 4 " 0 - 2 0 x 1 / 2 " LO N G FL A T HE A D S. S . M. S . LOCATION DF LOCK SHALL BE AS INDICATED ON TY P I C A L SH U T T E R EL E V A T I O N . 2. O P T I ~ ~ N l l l f l ~ f1 • IF DE S I R E D , FO R BE T T E R PE R F O R M A N C E OR FOR SECURITY PURPOSES, UP TO TWO HV L O C K S ~ O R MA Y BE US E D AS AN IN S I D E OR Ol / T S I D E LOCK. CONNECTION OF LOCKS TO CENTERMATES ®) OR @ SH A L L BE AS IN D I C A T E D ON NO T E (1 ) AB O V E . LO C A T I O N OF LO C K S SH A L L BE AS IN D I C A T E D ON TY P I C A L SH U T T E R ELEVATION. 3. ~ 2 IS U$ E D wn w o H V LO C K S ) · LO C K I N G RO D S AR E NO T REQUIRED AT .J:IURRICANE POSITION, BUT MAY E US E D IF DE S I R E D TO EN H A N C E SH U T T E R PE R F O R M A N C E . LO C K I N G RODS ~ OR AN ALTERNATIVE DEVICE MA Y AL S O BE US E D AT ST A C K I N G PO S I T I O N (N O N HU R R I C A N E POSITION). 4. MA N D A T O R Y CO N D I T I O N f2 • ON E HV LO C K @ fl ! , @ SH A L L BE USED AT CORNER CENTERMATES FOR ANY SPAN AN D IN S T A L L A T I O N S AT AN Y EL E V A T I O N . HV LO C K :§ . I ' or @ SH A L L BE USED AS AN OUTSIDE OR INSIDE LOCK, AT T A C H E D TO ~ CO R N E R CE N T E R M A T E W / ( 2 ) 1 / 4 0 - 2 0 x 1 / 2 " LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS @ AT TO P & BO T T o M SH A L L BE US E D . LO C A T I O N OF LO C K SH A L L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MA X I M U M SH U T T E R SP A N SH A L L BE DE T E R M I N E D AS PE R SC H E D U L E S SHOWN ON SHEET 12. • ON E AL T E R N A T E HV LO C K MA Y BE US E D IN LI E U OF HV LOCK or FOR ANY SPAN AND IN S T A Jl O N S AT AN Y EL E V A T I O N . AL T E R N A T E LO C K @ MA Y BE US E D AS AN INSIDE OR Ol/TSIDE LOCK. ATTACHMENT OF 1 / 4 " 0 - 2 0 x 3 / 4 " S. S . TH U M B S C R E W TO @ OR @ CE N T E R M A T E S SHALL BE MADE W/ 1/4"0-2Dx3/4" ALUM. RI V N U T AS SH O W N ON SE C T I O N HV E , SH E E T 8. ON E LO C K SH A L L BE USED AT 1 /2 OF SHUTTER SPAN OR TWO LO C K S AT 1 / 3 OF SH U T T E R SP A N . ' I L- - - I - - 1 , l ! ! : : ! ! : : l : , l l = ! , : ! l : : : 1 = : ! i l , : l : = : : : ! ! : l = = ! l l = : ¥ : = ~ ~ ! l : l l = : : l = ! : ~ = l l = l : = ! ! e l = = ! l = ~ = = = c f l = ~ 1. SE E EN D _ _ ) ' - - . . - - " I - , ; - " & _ : ON E AL T E R N A T E HV "1 " " LO C K MA Y BE IN S T A L L E D IN LI E U OF HV LOCKS ~ OR FOR ANY SPAN AND CO N N E C T I O N DE T A I L S ON SH E E T 11 TY P . FU L L . HE I G H T . - - - - ~ , N U M I T E O W I D T H - ~ - - - - - - - - - - - - - + - - @C R ~ O R ® ' 0 " ® " @ H ] O R I @, @ o • @ • @ o a ( f ! H @ O R _ I @• ( z ) •@ o , @ • ( z ) • @ o , @ . @ CR (j ] H ] ) C R @ • @ CR ®• @ o , @ • @ O R @ • @ o , @ TY P I C A L (1 ) HV BL A D E SH U T T E R EL E V A T I O N N. T . S . OF CO R N E R CE N T E R MA T E ff i s f A L L A T I O N AT AN Y EL E V A T I O N . AL T RN A T E LO C K @ ~ Y BE US E D AS AN INSIDE OR OU IDE LOCK. ATTACHMENT OF LO C K @ IN C L U D E S US I N G RE I N F O R C I N G LO C K E R fV , AS SH O W N ON SECTION HVG, SHEET 9, WHICH MUST BE CO N N E C T E D TO CE N T E R M A T E S @ A N D @ ) W / 1 / 4 " 0 - 2 0 x 1 1 / 2 " LONG S.S. THREADED BOLT W/ 7/8"0 x 3/32" WI N G N U T OR W / 1 / 4 " 0 - 2 0 x 1 " S. S . M . S . IN T O A 1 / 4 " 0 x 5 / 8 " RI V N U T . LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MA X I M U M AB O V E AN D BE L O W MI D S P A N . US E OF TW O LO C K I N G RO D S @ TOP AND BOTOM IS MANDATORY. 1. : ON E AL T E R N A T E HD LOCK (J} MAYBE USED IN LIEU OF HV LO C K S OR FO R AN Y SP A N AN O IN S T A L L A T I O N S AT AN Y EL E V A T I O N . ALTERNATE HO LOCK @ MAY BE USED AS AN IN S I D E OR OU T S I D E LO C K . AT T A C H M E N T OF HO LO C K @ TO @ IS W/ 3 *B x 3/8" F.H. S.S.M.S., ANO INCLUDES RE I N F O R C E M E N T IN S E R T @ AS SH O W N ON SE C T I O N S HD B - H V B AN D HD C - H V C , SHEET 10. LOCK MAY BE INSTALLED AT MI D S P A N OR 12 " MA X I M U M BE L O W OR AB O V E MI D S P A N . US E OF LO C K I N G ROOS @ IS COMPLETELY OPTIONAL. FL O R I D A BU I L D I N G CODE Non Hi h Velocit Hurricane Zone ',, , \ \ , i l U i H ~ ! f l ~ · l t t z " ' , n , , - , , , - , , - - - - - - - - T " ' - - - - - - - - - - - - - - - T " ' - - - - - - - - - . . . . . ; = = . : ; : ; : . . . : ~ ~ = : . . . . : : : ; © ~ 2 ~ 0 ' . : 2 " . " 0 ~ E A S ~ T E : : R : : N ; ; . . ; , ; M : ' . E T ~ A ; , ; L ~ S ; , ; U P ~ P : ' . " L Y ; , ; . ; , ; ; l ; . ; N C : : . = ; ; . . ; = " ' " i ~ .... t,, , , . \ ) ' i : . ; ' : . .. , . . . <.. I J - ½ @2 0 2 0 TI L T E C O , IN C . /~ ' ; - · \ _ , c E /· - ' . ' 1 ' ' \ BERTHA HVn.1 ~-f *i . / No. 4*4 6 h t \ _ 1 ~ / hL IE C O 1 N c . \ A . S . S . A . .v . 8 ~c~~ro~~~~-v~~~~B~E ~~~~~~ ~ ~ =: : : > Am e r i c a n Sh u t t e r Sy s t e m s Ev . " 0EscR1eno• DATE DRAWN BY, M.P ~- ~ - - - . ST A T E F 1J l t ; i , , , ; , _ · - <" ' V ' 7 r , 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 As s o c i a t i o n , In c . OLD 17-108 7/1/202D OAlE, 07/1/2020 r. . ,' < : -e , , , e . , , · _ . 6: 3 5 ! 1 N. W . J6 t h , St . , St e . 30 5 . VI R G I N I A GA R D E N S . FL O R I D A 33 1 6 ~ q.. : - /y _ 0 ~ ,• ;: ; Ph o n e , (3 □5)8 7 1 - 1 5 J D . Fo , ' (3 0 5 ) 8 7 1 - 1 5 3 1 42 6 8 We s t r o a d s Dr i v e DRAWING No ~ ~· • . RI - · ~ ~ e- m , ; 1 , tH t o c , O o o l . c o m We s \ Pa l m Be a c h , FL 33 4 0 7 ~'l o , "J ' s t " • • • •~ \ \ : ) -~ CA - 0 0 0 6 7 1 9 20-1 63 11 11 1 11 ON A L -'~ .. ,,, i , , ~ \ " ' .. . ' - - - - - - - WA L T E R A. TI L L I T Jr . P. E . ll l l f l l l l l l WE . SE A L / S I G N A T U R E / D A T E FL O R I D A Li e . I 44 1 6 7 JH1)~ 2 ~ CO N C R E T E AN C H O R S / (S E E SC H E D U L E ON SH E E T ' : ~ SE P A P A T I C N I TO ct . A S S {S E E ~ ~ ~ EX I S T I N G l ~ ~ @ Gl . A S S - - , L : _ _ _ _ _ @ HY WA L L HE A D E R IN S T A L L A T I O N EX I S T I N G GL A S S ! ,. . _ 12 ': 00 PO U R E D CO N C R E T E . _ \- C O N C R E T E /1 . N C H O R S (S E E SC H E D U L E ON SH E E T 13 ) OR CO N C R E T E BL O C K WA L L RE Q U I R E D @ HY WA L L SI L L IN S T A L L A T I O N NO T £ FO R CO M B I N A T I O N Of SE C T I O N S : * E. D. C ED G E DI S T A N C E ' ' ' ' ', : MI N . SE P A R A T I O N TO GL A S S i ( S E E SC H E D U L E ON SH E E T EX I S T I N G \ GL A S 5 - - j ~ - - - - - - - - - - ~ 1 ~ - - - - ~ ~ ' ' ' @ HY WA L L HE A D E R IN S T A L L A T I O N 1 MI N . SE P A R A T I O N TO GL A S S r- ( S E E SC H E D U L E ON SH E E T 1 2 ) - - EX I S T / N G : G l A S S j PO U R E D CO N C R E T E OR CO N C R E T E BL O C K WA L L RE Q U I R E D ' 1" Mi n . © HY WA L L SI L L IN S T A L L A T I O N -- - ( j ) 1 / 4 " Ma x . 1 - SE E SH E E T 4 FO R TY P I C A L SH U T T E R AS S E M B L Y 2 - MO U N T I N G SE C T I O N S CA N BE CO M B I N E D IN fJ . N ' ( WA Y TO SU I T AN Y IN S T A L L A T I O N . (S E E SP E C I F l C A T I O N S ON SH E E T 14 ) ♦ SE E LI M I T A T I O N S OF US E FO R BL A D E @ ON SH E E T 28 ©2 0 2 0 TI L T E C O , IN C . / 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 . J6 t h . St . , St e . 30 5 , VI R G I N I A GA R D E N S . FL O R I D A 33 \ E i Ph o n e : (3 0 5 ) 8 7 1 - 1 5 J O . Fa x : (3 0 5 ) B 7 1 - 1 5 3 1 e- r T i a i l : ti l t e c o O o o l . c o m CA - 0 0 0 6 7 1 9 WA J . . T £ R A. TI L U T Jr . P. E . rl O R I O A Uc . f 44 1 6 7 PO U R E D CO N C R f f i 7 OR CO N C R E T E BL O C K RE Q U I R E D CO N C R E T E AN C H O R S (S E E SC H E D U L E ON SH E E T 13 ) , 1/4"•-20,3/4" S.S. \ MACHINE SCREWS W/ 1/4"-20 NlJTS @ 12n 0.C. 1" Min. EQ .250" Mox. @ HY WA L L HE A D E R INSTALLATION ' l MI N . SE P A R A T I O N TO GLASS EX l S T I N G ___ ~ ( S E E SC H E D U L E ON SH E E T 12) GL A S S l \ \ \ _ CO N C R E T E AN C H O R S (S E E SC H E D U L E ON SH E E T 13 ) --EO EO 1" Min. L 1/4"!6-20x3/4" S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS W/ 1/4"-20 NUTS @ 12" O.C. ® HY WA L L SI L L INSTALLATION IN S T A L L A T I O N DE T A I L S WI ' CD HV BL A D E FL O R I D A BU I L D I N G CODE Non H; h Velocit Hurricane Zone A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVrM Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BLADE & H.V. BLADE EV . N DESCRIPTION DATE DRAWN BY: M.P OLD 17-106 7/1/2020 DATe 07/1/2020 DRAWING No 20-163 SHEET OF 28 ' ' ' ' ' ' ' ' EX I S T I N G : GL A S S - - - - - ; I YN . Sf P , t , f f , \ T Q , l : ~ ~ ~ -- - j 12 FO R BL . . t a ' . (i ) N « l J 1 ! ~ 2 : ® f I - - - - - - - J __ © HV CE I L I N G IN S T A L L A T I O N ' I MI N . s t P A A A J J O H I TO GL A S S :(~ ~ S ~ ~ E O ~ ~ E X I S T I N G ~ G~ S S i ' ' ' ' ' NO T E FO R CO M B I N A T I O N OF SE C T I O N S : 1 - SE E SH E E T 4 FO R TY P I C A L SH U T T E R AS S E M B L Y 2 - MO U N T I N G SE C T I O N S CA N BE CO M B I N E D tN AN Y WA Y TO SU I T AN Y IN S T A L L A T I O N . CD ED G E OF SL A B IF AP P L I C A B L E * E. D. = ED G E DI S T A N C E (S E E SP E C I F I C A T I O N S ON SH E E T 14 ) / - - - - I L - - - E . D . • - - . . . 1 ' ' ' ' : WIN . SE P A I W I J N EX I S T I N G ~ cs J ' ~ u : G ~ S l o , SH E E r 12 ) ED G E OF SL A B IF AP P L I C A B L E : ' ! MIN. SEPARATION I TO GLASS \-(SEE SCHEDUU: ON ] SHEET 12) I I EX I S T I N G f: \.;il.jL '°"~7'-=-9'-"c -r' -_,-'-t'--,_._-li.r-. G ~ ; / !,-' -,--,--r'r'?ii'I ., @ TRENCH INSTALLATION (B i HV FL O O R IN S T A L L A T I O N t Cf) HY WA L K - O V E R IN S T A L L A T I O N VALID ONLY FOR UP TO +70, -75 PSF PRESSURE RATING & FOR SPANS PER SCHEDULE #3, SHEET 12 PO U R E D CO N C R E T E - OR CO N C R I T E BL O C K RE Q U I R E D \ ·· - s r r NO T E 13 ( b ) ON SH E E T 1 ® HV WA L L FL O O R IN S T A L L A T I O N II O J E . t ~~~ O ~ ~ ~ ~ l ~ ~ ~ i ~~ } 6 R ~ ~ D ♦ SE E LI M I T A T I O N S OF US E FO R BL A D E @) ON SH E C T 28 AD J A C E N T TO AN OP E R A B L E EX I T OR EN T R A N C E ©2 0 2 0 TI L T [ C O , IN 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 . 36 t h . St . , St e • .3 0 5 , VI R G I N I A GA A O E N S , FL O R I D A 33 1 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . F" a x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c 0 G a o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. Tl L U T Jr . P. E . FL O R I D A Uc . # 44 1 6 7 EX I S T I N G GL A S $ - - i L MI N SO > ~ T I O N TO GL A S S i ·· - · · 7 PO U R E D CO N C R E T E i. OR CO N C R E T E BL O C K RE Q U I R E D ·,_#14x3/4" F.H. S.D.S. ~@ 9" o.c. SEE NOTE 13(b) ON SHEET 1 1/4" Mox. Cb ) .u H _ , . _ y _ w .. . . AClJ L , . . L . _ , _ , W c c , A ~ L K , . . . - - ' o . . _ v , . . E . , . R L - L ! . I N . . , , s .... T.,_AL..,LA""'-'-Tl,.,.O=N IN S T A L L A T I O N DETAILS W/ (f ) HV BL A D E FL O R I D A BU I L D I N G CODE Non H; h Veiocit Hurricane A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o o d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVrM Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BIADE & H.V. BIADE EV . N DESCRIPTION DATE DRAWN BY: M. p OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 7 Of' 8 2" x 2 " x 1 / 8 ~ x 0 ' - 2 (6 0 6 3 - T S AL L O Y ) AL . U M , AN G L E W/ ( 2 ) 1/ 4 " i ' TA P C O N AN C H O R S TO CO N C R E T E (T O P /B O T T O M ) &_ (4 ) # 1 0 x 1 / r S, M . S . TO TU B E I AT EA C H AN G L E . (l Y P ) sl ®- , s~ 1 - - HV D :, : SE E NO T E S ON LO C K I N G RO D S @, , HV LO C K S @ or @ AN D AL T E R N A T E HV LO C K @ ON SH E E T 5. * * BL A D E SL A C K DE T A I L HV F IS VA L I D FO R AL L CE N T E R t . C A T E S AP P L I C A T I O N WIT H BL A D E G ) IN S T A L L A T I O N S W / CD HV BL A D E W / HV CE N T E R M A T E S [j ) , @ 0 R ~ SEE END WALL CONNECTION - ---- --- --- -c·· ~ ~ -- ----DEJAU.S ~-~~ ~ • \ .. @2 0 2 0 TI L T E C O , IN C . TI L L I T TE S T I N G & EN G I N E E R I N G CO t . 4 P A N Y 6 " 5 N. W . 36 t h . St , St e . JO S . VI R G I N I A GA R D E N S , FL O R I D A J. 3 1 6 Ph o n e : (. : 5 0 5 ) 6 7 1 - 1 ~ 0 . Fo x : (J 0 5 ) B 7 1 - 1 5 3 1 e- m o i 1 : ti l t e c o O o o t . c o m CA - 0 0 0 8 7 1 9 WA L T E R A. TI L U T Jr . P. E . FL O R I D A Uc . IJ 44 1 6 7 6 1/ 2 " 7" · I SY M M E T R Y C A L C NTERMATES HVF** MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 12) FL O R I D A BU I L D I N G CODE Ion Hi h Veiocit Hurricone Zone A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVrM Accordion Shutter System V. BLADE 1 W OR W O H.V. WINDOW BLADE & H.V. BIJ\DE EV . N DESCRIPTION OLD 17-106 0ATt DRAWN BY: M.P 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET OF SE E EN D CO N N E C T I O N DE T A I L S ON SH E E T S l 1 &; 20 2• x 2 " x 1 / 8 " x 0 ' - 2 (6 0 6 3 - T 6 AU D Y ) AL U M . AN G L E W/ ( 2 ) 1/ 4 " < TA P C O N AN C H O R S TO CO N C R E T E (T O P /B O T T O M ) & (4 ) N 1 0 x 1 / 2 • S. M . S . TO TU B E 7 1 AT EA C H AN G L E . (' T Y P ) SI t- - - - AL T E R N A T E IN S T A L L A T I O N W HV "T " LO C K MA L E FE M A L E "T " LO C K S CE N T E R M A T E S LO C K E R S @ w / CD HV BL A D E * BL A D E G) SL A C K DE T A I L HV F , IN D I C A T E D ON SH E I T 8, AS WE L L , S UN I V E R S A L FL O A T I N G BL A D E aJ DI T A J L HD D - H V D , IN D I C A T E D ON SH E E T 10 , MA Y BE US E D WI T H TH I S AL T E R N A T E IN S T A L L A T I O N DE T A I L HV G SH O W N IN TH I S SH E I T . SE E EN D lo u T I x 1 1 /2 " S. S . M . S . WI N G N U T . CO N N E C T I O N DE T A I L S ON SHEETS 11 & 20 -NYLON SCREW HEAD * SE E NO T I E 6 FO R HV L O C K @ , 'T " LO C K , ON SH E E T 5. * @ H V '' T ' ' LO C K (O U T S I D E ) _ . / @ 1 / 4 " lZ l - 2 O x 1 " S. S . M . S . * -@Hv "T" LOCK (OUTSIDE) t SE R I E S 94 4 4 AL U M I N U M ( 2 0 2 4 - T 3 AL L O Y ) LA R G E FL A N G E TH I N SH E I T NU T S E R T , PA R T # 08 2 0 , ;. s MA N U F A C T U R E D BY AV D E L CH E R R Y TE X T O R N . PA R S I P P E N Y , NE W JE R S E Y 07 0 5 4 OR EQ U A L . 02 0 2 0 TJ L T E C O , IN 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 6J 5 5 N. W . J5 t h . SL , St e . :5 0 5 , VI R G I N I A GA R D E N S , FL O R I D A J: 5 1 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . Fa x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m o l l : ti l t e c o C o o l , c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L U T Jr . P. E . FL O R I D A Li e . H 44 1 6 7 W / 1 / 4 " ¢ x 5 / 8 " RI V N U T f. FL O R I D A BU I L D I N G CODE Non Hi h Velocit Hurricane Zone A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h . FL 33 4 0 7 © 202D EASTERN MITAL SUPPLY, INC. BERTHA HVrM Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BLADE & H.V. BIADE EV . N DESCRIPTION DATE DRAWN BY: M.P OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET OF 28 SE E EN D WA L L CO N N E C T I O N DE T A I L S ON SH E E T S 11 & 20 I OU T I 2~ x 2 " ' x 1 / B " x o • - 2 • (6 0 6 3 - T 6 AL L O Y ) AL U M . AN G L E W/ (2 ) 1 / 0 TA P C O N AN C H O R S TO CO N C R E T E (T O P /B O T T O M f l & (4 ) #1 4 ' 1 / 2 " S. M . S . TO TU B E AT EA C H AN G L E . (T Y P ) 1 / 2 ' OB : ] ( E X I S T I N G GL A S S IN S T A L L A T I O N (j ) HV BL A D E W / HD CE N T E R M A T E S ( [ } • @ @ OR O OR ® • 0 · · ® · · @ • 0 0 R @ · @O R @ + O · · @ · @ • • ~ • 0 +@ O R ® • 0 •@ 0 R @+ @ O R @ • @ O R ® • @ O R 7 - - - _ C E X I S T I N G GL A S S _ _ - - _ _ - - _ _ _ - - - - -----___ _( -, - - - - r - - - - - - - ., ®· @ · · @ · OO R @ + @ O R ® I I I MI N . SE P A R A T I O N TO GL A S S I {S E E SC H E D U L E ON SH E E T 12 ) I #1 0 x 3 / 4 " S. M . S . @ 12 " // f o e ~ ~F - - r ' _ J . . . . l . . . - - n - ; : : : : ! : = = ! : : ¥ = , t f - - - - ' - - - - - - - - - ~ - - 7 @> \ \. _ @ HO A - H V A * SE E NO T E S ON LO C K I N G RO D S @ & HD QJ LO C K S ON SH E E T 5 * * UN I V E R S A L FL O A T I N G BL A D E G ) DE T A I L HD D - H V D IS VA L I D FO R AL L CE N T E R M A T E S AP P L I C A T I O N S WIT H BL A D E G) 33 I \@ o R ( g ) L @ ½ I (O P T I O N A L ) HO B - H Y B I OU T I SY M M E T R I C A L HD CE N T E R M A T E S W / & LO C K (E X T E R I O R ) i __ ~_J "®oR@ {OPTION!) HOC-HVC SY M M E T R I C A L HD CENTERMATES W / @* LOCK (INTERIOR) @o,Oo,@• 0••@••@•@•• ,-@• @"'@• O··@•@OR / ®•0 + @OR@+0 •@OR , - - - - - - - - - - - - - - - - - ~ - - - - - \ , ! 5 •@OR@+@o,@+@o, l = = = = = = = = = = = = = = = = = = = = c a a l •@•• @· q] .. @·@••® f - - - - - , 1 ! - - _ _ : , 1 . , - - - - - - - - - - ; ; " - - - ' " c - - - - - - - - - - - : , l ' - - ~ - - - : ; ' 1 - - ( j ) HD D - H V D * * FL O R I D A BU I L D I N G CODE (Non Hi h Yelocit Hurricane Zone e2 0 2 0 TI L T E C O , IN 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 3 : i N. W . J6 t t , , St . , St e . J0 : 5 , VI R G I N I A GA R D E N S , FL O R r O A JJ l Ph o n e : (3 0 5 ) 6 7 1 - 1 5 3 0 . Fo x : {3 0 5 ) 8 7 1 - 1 5 J 1 e- m a i l : ti l b t c o O a o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L U T Jr . P. E . FL O R I D A Li e . f -1 4 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , I n c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HV™ Accordion Shutter System .V . BWJE 1 W OR W O H.V. WINDOW BWJE & H.V. BWJE EV , N DESCRIPTION OLD 17-108 DATE DRAWN BY: M.P 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET OF 28 - - - - - - - , . - ' \ v / ., , / , \1 ,, / / / PO U R E D CO N C R E T E OR CO N C R E T E BL O C K WA L L RE Q U I R E D ' / , / / I CO N C R E T E AN C H O R ' ' - I / , , , , - EX I S T I N G GL A S S _> / @ 16 " , , o , c , \ , / -, _ L _ _ r - ") <. / ~) [ ? ; _ 2 • M l ~ / - .. . N. SE P A R A T I O N .!_ / , , / EQ 11 1 1 • ' E1 / TO QA S S (SE E / 1 1 , sa ; E D U L E ~ SH E E T / 1 1 12 FO R BL A D E (i ) N - I O EN D ON SH E E T 28 FO R > - - - - - - - - - - , 8I A D E S <D .. @ - 0 · 0 .. , 1 0 • @ .. ( H ~ .. @· @ .. ® · 0 •@ .. @ · 0 · @ .. @ , @ .. @· @ .. ®· @ .. ®· @ .. @ · @ .. ( [ H ~ .. ® CO N N E C T I O N DE T A I L G) / / PO U R E D CO N C R E T E OR CO N C R E T E BL O C K WA L L RE Q U I R E D 1/ 1 6 " x 3 " M A X , - __ (6 0 6 3 - T 6 ) CO N T . AL U M , CL O S E R PL A T E , (L O C A T E 1/ 2 " AT EI T H E R SI D E MI N O F © ) #1 0 , 1 / 2 " S. M . S , ~ - / @ 16 " O. C , © SE E DE T A I L X FO R SI D E CO N N E C T I O N TO TR A C K S PO U R E D CO N C R E T E -- - - ; v OR CO N C R E T E , - - - - - - - r - r , BL O C K WA L L RE Q U I R E D V ~ EX I S T I N G GL A S S : / PO U R E D CO N C R E T E OR CO N C R E T E BL O C K WA L L RE Q U I R E D L - - r - - S I MI N , SE P A R A T I O N 2 , / TO GL A S S (S E E Y SC H E D U L E ON SH E E T 12 FO R ll J I O E (D " ' l D ON SH E E T 28 FO R BW l E S ( j ) . . @ 0 SE E DE T A I L X FD SI D E CO N N E C T I O N TO TR A C K S ,@ . , 10 •@ .. @ · @ .. @• @ .. ® · 0 · @ .. ® · 0 · @ .. @, @ .. @• @ .. ®• @ .. ®· @ .. @ · @ .. @ · @ .. ® EN D CO N N E C T I O N DE T A I L @ I ... REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" I 4 m-- - - ~ - - = = ~ = = = = = - ~ l - -- - - , - - - - - - - - - - - - _. __ _ _ _ _ _ _ _ _ _ _ _ 6 o R @ o R { ! ) o R @ o R @ O R (8 o R @ .f l . A N DE T A I L X .Y.I..EW......Y EN D IN S T A L L A T I O N CD HV BL A D E OR {A i HV WINDOW BLADE INTO CO N C R E T E OR CO N C R E T E BLOCK WALL. SC t : I E O l . ! L E /J . 1 SC t : I E O l . ! I E /J . 2 SC t : I E O l . ! L I : : /1 . 3 . MA X I M U M SH U T T E R S P A N • " L + " OR " L - " MA X I M U M SH U T T E R SP A N • "L + " ~A X I M U M SH U T T E R S P A N * " L + " ( f t . ) . FO R IN S T A L L A T I O N S W / ~ M T OR " L - " (f t . ) FO R K) R " L - " (f t . ) IN S T A L L A T I O N S l~ S I A L L A I J Q ~ I EG E ~ l l CE N T E R M A I E S ~ & @ o r o r IN S T A L L A T I O N S W / nP P n < : I N r . [ ; : ~ W / ON E HV LO C K S -- - - - - - CO N C R E T E & .! . . . . . M Q I E $ . ; W / ON E H. V . LO C K ® o r @ o r ' o r . , ~ ~ & @ MA N S O R Y WO O D ( 1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN HD LO C K @ W / NO LO C K I N G RO D S o r ON E HV L O C K - ~ o r @ o r @ OR W / NO LO C K I N G WA L L A, B, C, D, E, M, N, 0, P, A. S . 0 . POSITIVE DESIGN PRESSURE RATING. CE N T E R M A T E S @ & @) W/ ON E HV '1 " W/ NO LO C K I N G RO D S ® 0, L - : MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE LO C K @ W/ T W O LO C K I N G RO D S ® TO P & (S E E NO T E t) OS MO U N T I N G F, K & L R, S, & V. A. S . D . DESIGN PRESSURE RATING. BO T T O M (S E E NO T E t ) FL O O R / C E I L I N G G, H, I, 11 & J (2 ) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CO N C R E T E & WO O D IN S T A L I J \ T I O N S 0 CO N C R E T E & WO O D T, U, W & X .. . . "" ·- " " " h CO N C R E T E MO U N T I N G WA L L MOUNTINGS (TOP /BOTTOM) OR FLOOR/CEILING: w. x . A. 5 , 0 , MA X . AS . D . MA X . A. S . O . OE S 1 C N OE S l G N DE S I G N IN S T A L I J \ T I O N S FR E ' S S U R E WA L L MO U N T I N G FL O O R / C E I L I N G PR E S S U R E WA L L MO U N T I N G PR E S S U R E Fl . O O R / C E I L I N G MO U N T I N G GI V E N A POSITIVE A.S.D. DESIGN PRESSURE RATING, RA T I N G RA T I N G " RA T I N G (p . s . f . ) MO U N T I N G (p , s . t . ) (p . L f . ) OR DE T E R M I N E MAXIMUM SPAN "L+" FROM SCHEDULE. (+ OR - ) ( + O R - ) FL O O R / C E I L I N G MO U N T I N G ( + O R - ) FL O O R / W A L L MO U N T I N G GI V E N A NEGATIVE A.S.D. DESIGN PRESSURE RATING, L t (t t ) L - (t t ) L t (f t ) L - (f t ) L t (f l ) L - ( t t ) L t (f l ) L - (f l ) DE T E R M I N E MAXIMUM SPAN "L-" FROM SCHEDULE. 2Q _ _ O R LE S 1 1 6 ' - o " 1 6 ' - 0 " 1 6 ' - o " 1 6 ' - 0 " 30 1 6 ' - o " 1 6 ' - 0 " 30 1 6 ' - o " 1 6 ' - 0 " 1 6 ' - o " 0 MA X I M U M SH U T T E R SP A N '' L + " OR "L - " FO R FI N A L MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 3 5 1 4 ' - 1 0 " 14 ° - 1 0 · 1 5 ' - 2 " 35 14 ° - 1 0 " 1 4 ' - 1 0 " 35 1 5 ' - 2 " 1 6 ' - 1 0 " Mi l l l M l ! M DETERMINED SPAN BETWEEN "L+" AND "L-". 40 1 3 ' - t o n 1 3 ' - 1 0 " 1 4 ' - 2 " 1 5 ' - 2 " 40 1 3 ' - l O n 1 3 ' - 1 0 " 40 1 4 ' - 2 " 1 5 ' - 2 " IN S T A L I J \ T I O N S IN T O WO O D SH A L L BE LI M I T E D TO 4 5 1 3 ' - 1 " 1 3 ' - 1 " 1. 3 ' _ 4 • 1 4 ' - 3 " 45 1 3 ' - I " 1 3 ' - 1 " 45 1 3 ' - 4 " 1 4 ' - 3 " 10 5 ps f . A. S . O DE S I G N PR E S S U R E RA T I N G . (3 ) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 5 0 1 2 ' - 5 " 1 2 ' - 5 " 1 2 ' - 8 " 1 3 ' - 7 " 5 0 12 • - 5 • 1 2 ' - 5 " 50 1 2 ' - 3 " 1 3 ' - 1 " CO M B I N A T I O N S IN BETWEEN WALL MOUNTINGS 1 2 ' - 1 " 1 2 · - 1 1 · 1 1 ' - 1 0 " - - - - 55 1 1 ' - 1 " 1 1 ' - 1 1 " W/ FL O O R / C E I L I N G MOUNTINGS: 5 5 1 1 ' - 1 0 " 1 1 · - 1 0 " 55 1 1 ' - 1 0 " 60 1 1 ' - 4 " 1 1 ' - 4 " 11 ' - 7 " . 1 2 • _ 4 . . - 60 1 1 ' - 4 " - · 1 1 ' - 4 " - - 60 1 0 ' - 2 " 1 0 · - 1 1 · FO R A GIVEN POSITIVE A.S.D. DESIGN PRESSURE - 1 1 · , ~ - , ~ - - - - · · - 9 ' - 5 " RA T I N G : 65 1 0 · - 1 0 " 1 0 · - 1 0 " 1 1 ' - 1 " 65 1 0 ' - 1 0 " 1 0 · - 1 0 · 65 1 0 · - 1 · 70 1 0 ' - 6 " 1 0 ' - 6 " 1 0 ' - 9 " 1 1 ' - 5 " 70 1 0 • - 5 • 1 0 ' - 6 " 70 8 ' - 9 " 9 - 4 " t DE T E R M I N E : - - -- - HV CO R N E R CE N T E R M A T E #3 MA Y BE US E D AT AL L L1 + = MAX. SPAN FOR WALL MOUNTING INSTALIJ\TIONS. 7 5 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 4 " 1 1 ' - 1 " 75 1 0 · - 1 · 1 0 ' - 1 " 75 - 8 ' - 9 " MO U N T I N G IN S T A L L A T I O N S . LO C K I N G SP E C I F I C A T I O N S l. 2 + = MAX. SPAN FOR FLOOR/CEILING MOUNTING 8 0 9• - - ~ o : · __ 9 ' - 1 0 " 10 · - o · · 1 0 • - g • 80 9 ' - 1 0 · 9 ' - 1 0 " SH A L L BE AS IN D I C A T E D ON MA N D A T O R Y CO N D I T I O N #2 IN S T A L I J \ T I O N S . 8 5 9 ' - 6 " 9 ' - 6 " 9 ' - 9 " 10 • - 5 • 85 9 ' - 6 " 9 ' - 6 " NO T E #5 , SH E E T 5. FO R A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 90 9 ' - 3 " 9 ' - 3 " 9 ' - 5 " ~ 1 - - ; ; - - 90 9 ' - 3 " 9 ' - 3 " RA T I N G : · - 95 9 ' - 0 " 8 ' - 9 " 9 ' - 2 " 9 ' - 1 0 " 95 9 ' - 0 " 8 ' - 9 " DE T E R M I N E : 8 ' - 4 " 9 ' - o " 9 ' - 7 " - 8 ' - 4 " L1 - = MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 1 0 0 8 ' - 9 " 10 0 8 ' - 9 " -- - 1 0 5 8 ' - 7 " 7 ' - 1 1 " 8 ' - 9 " · - ~ __ _ _ _ rn 5 _ 8 ' - 7 " 7 ' - 1 1 " l. 2 - = MAX. SPAN FOR FLOOR/CEILING MOUNTING SE P A R A T I O N TO GL A S S SC H E D U L E IN S T A L L A T I O N S . - - - 1 , o · - - 8 ' - 4 " 7 ' - 7 " 8 ' - 7 " 9 ' - 2 " 1 1 0 8 ' - 4 " 7 ' - 7 " 7 ' - 3 " 8 ' - 4 " 8° - 1 1 · - - 8 ' - 2 " 7 ' - 3 " FI N A L MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 11 5 8° - 2 · : . _ 1 1 5 - i r - ~ - - - MI N I M U M BETWEEN "L1+", "l.2+", "L1-" AND "l.2-" 12 0 8° - 0 " 6° - 1 1 · 8° - 2 " 1 2 0 8 ' - 0 " 6 ' - 1 1 " MI N I M U M · - - 1 · - 1 0 " 6 ' - 8 " 8 ' - o " B ' - 5 " 12 5 7 ' - 1 0 " 6° - B " WI N D ZO N E 1 2 5 (4 ) GO TO ANCHOR SCHEDULE WITH FlNAL MAXIMUM 1 3 0 - = - ~ - - · - ~ · - - "7 ' - 1 0 " - ~ SE P A R A T I O N 6 ' - 5 " 13 0 7 ' - B " 6 ' - 5 .. AS T M E- 1 9 9 6 AL L O W A B L E SPAN ANO NEGATIVE A.S.O. DESIGN -- PR E S S U R E RATING TO DETERMINE MAXIMUM ANCHOR 1 3 5 7 ' - 7 " 6 ' - 2 " 7 ' - 9 " 7 ' - 9 " 13 5 7 ' - 7 " 6 ' - 2 " TO GL A S S -- - - - -- - 7 ' - 6 " 5 ' - 1 1 " SP A C I N G . 1 4 0 7 ' - 5 " 5 ' - 1 1 " 7 ' - 7 " 14 0 7 ' - 5 " -- ·· · - ___ 1 4 5 _ _ _ 7 ' - 3 " 5 ' - 9 " 7 ' - 5 " 7 ' - 3 " 14 5 7 ' - 3 " 5 ' - 9 " 1 TH R U 3 1" 1 5 0 7' - 2 " _ 5 ' - 7 " 7 ' - 4 " 7 ' - 0 " 15 0 7 ' - 2 " s · - r ~ - -- 5 , : . _ 5 .. - ~ ~ - _1 t ; _ t ; _ _ _ 7 ' - 0 " _ 7 ' - 2 " 15 5 1 ' - 0 " 1 6 0 6' - 1 1 " 5 ' - 2 " 7 ' - 1 " 6 ' - 7 " 16 0 6 ' - 1 1 " 5 ' - 2 " - _ _ 1_ 6 _ 5 _ _ 6 ' - 1 0 " 5 ' - 1 " 7 ' - 0 " 6 ' - 4 " 16 5 6° - 1 0 " 5 ' - 1 " 1 7 0 6 ' - 9 " 4 ' - 1 1 " 6° - 1 1 " 6 ' - 2 " 17 0 6 ' - 9 " 4 ' - 1 1 " 1 7 5 6 ' - 7 " 4 ' - 9 " 6 ' - 9 " 6 ° - 0 · 17 5 6 ' - 7 " 4 ' - 9 " - · · - - - - - 6° - 6 ' ' 4 ' - 8 " 6° - 8 " 5 ' - 1 0 " 18 0 6° - 6 " 4 ' - 8 " 18 0 -- - - · 4 ' - 6 " 6 ' - 7 " 5 ' - 8 " 6 ' - 5 " 4 ' - 6 " 1 8 5 6 ' - 5 " 18 5 G) -5; : 5 - ; ; - - - - - - - - - - HV BL A D E _ _ _1 2 2 _ _ 6 ' - 4 " 4 ' - 5 " 6 ' - 6 " 19 0 6 ' - 4 " 4 ' - 5 " 1 9 5 ·- · 6 ' - 3 " 4 ' - 3 " 6 ' - 5 " 5 - - ~ 19 5 6 ' - J " 4 ' - Y 2 0 0 6 ' - 2 " 4 ' - 2 " 6 ' - 4 " 5 ' - 3 " 2 0 0 6 ' - 2 " 4 ' - 2 " 2 0 5 6 ' - 1 " 4 ' - 1 " 5• ~ · 3 , - -- - ~ - , . . - - 20 5 6° - 1 " 4 ' - 1 " FL O R I D A BU I L D I N G CODE (Non Hiqh Velocity Hurricane Zone' 4: 1 2 0 2 0 TI L T EC O , IN C , © 2020 EASTERN METAL SUPPLY, INC. ,, , - " " { \ ! l j ~ :w 1 ~ ¼ ~ I \ BERTHA HY™ ,$ - ' ' " ? - v - , .. . . . h L I E C O I N C . A. S . S . A . Accordion Shutter System # ~ . / \. \ C l N. s , ' • - . ~ ~ .: - .. ½ · ~ c: - - , . . Y,V . BlAOE 11 W/ OR W/0 H.V. WINDOW BIADE & H.V. BIADE I, § :· No 4 1 6 ~ · - Am e r i c a n Sh u t t e r Sy s t e m s EV . N DESCRIPTION DATE DRAWN BY: M.P §* : . * 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 As s o c i a t i o n , In c . 1 OLD 17-106 7/1/2DZO DATE: 07/1/2020 OF i f l ~ 63 5 3 N. W . 36 t h . St . , St e . 30 5 , \1 R G I N I A GA R D E N S , Ft O R J D A 33 1 6 1 \ ~ \ ST A T E Ph o n e : (3 0 5 ) 8 7 1 - 1 5 . 3 0 . Fo x : (J D 5 ) B 7 1 - 1 5 3 1 4 2 6 8 We s t r o a d s Dr i v e 2 DRAWING No e- m c i l : ti l t e c o O o o l . c o m W e s t P a l m B e a c h , FL 3 3 4 0 7 J 20-163 \% , · - . " l o R 1 CA - O O O 6 7 1 0 Di' - .· , < , . ; ~ WA L T E R A. Tl l U T Jr . P. E . 4 1; . , , , , ~ 8 io i i i i, ' 1 ~i ( : ) ~ { / S I G N A T U R E / D A T E FL O R I D A Uc . f 4- 4 1 6 7 5 SHEET • 12 OF 28 ,, 11 1 1 1 1 1 1 1 1 I \ \ ' ' ' MA X I M U M AN C H O R • SP A C I N G Cio , ) SC H E D U L E FO R A GIV E N MA X SH l I T T E R SP A N , DE S I G N NE G A T I V E LO A D AN D A CO R R E S P P N D I N G MO U N T I N G TY P E FO R CO N C R E T E OR CO N C R E T E BL O C K IN S T A L L A T I O N S (S E E MO U N T I N G S A. 8, C, 0 AN D F ON SH E E T 6) PO U R E D CO N C R E 1 E PO U R E D CO N ~ , . , C O N C R E T E BL O C K ~~ • @W A L I . H~ E ~ M O U N T I N G @W A L L H~ E ~ M O U N T I N G @W A L L HE A D E R MO U N T I N G (! ! ) W A L L 5.J i ~ ~U N T I N G (! l ) W A L I . 5.J i ~ ~U N T I N G (g ) & : ( D i ~ i J ~ ~ J > E R / S I L L (f t ) A. S . O . DE S I G N NE G A T I V E LO A D sf -- -~ S . D . DE S I G N NE G A T I V E LO A D ps f A. s . o . DE S I G N NE G A T h £ LO A D I >S T ) A. S . D . DE S I G N NE G A T I V E LO A D ps f A. S . D . DE S I G N NE G A T h ' E LO A D ps f - A. S . D . DE S I G N NE G A T I V E LO A D 30 40 60 7 5 90 12 0 1 6 0 20 5 30 40 60 75 90 12 0 16 0 20 5 30 40 60 7 5 90 12 0 16 0 20 5 30 40 60 75 90 12 0 16 0 20 5 30 40 60 7 5 90 12 0 1 6 0 20 5 30 40 60 7 5 90 12 0 16 0 20 5 14 12 1 0 e a s s s 14 12 1 0 9 a e 6 6 14 12 10 s e s 14 12 10 s a s - ,, . 12 10 a e s s. s e e e e 1 s. s 3 ' - 0 " 14 12 1 0 9 8 B 6 6 14 1 2 1 0 9 8 8 6 14 12 10 9 B 6 14 12 10 9 B 6 14 12 10 B B 6 6 8 B 8 8 8 B OR LE ~ 14 12 10 9 8 8 6 14 1 2 10 9 8 8 6 14 12 1 0 8 8 6 6 14 12 1 0 9 8 8 6 14 1 2 1 0 6 6 6 8 B 8 8 6. 5 14 12 10 9 8 8 6 14 12 1 0 9 8 8 14 12 10 8 8 6 6 14 1 2 1 0 8 8 6 - 1- 4 12 1 0 8 6 6 8 B 8 8 7 J! _ ~ J~ -- ~ - - - ~ __ _ ! _ -· { - : ~! ~~ ~~ 9 e a 6 14 12 10 a : : !! ~! ~~ 9 a 1 5~5 = 14 12 1 0 s 1 5 : ; a : a a a 7 5. 5 4 4 '- o " ~: ~! ~~ : : : 4J S - 14 12 10 ! : 4 ~: ~! ~~ s : e s 14 12 1 0 9 : : - - ~: ~; ~~ : : s - : a : : : : 6~ 5 : 14 12 10 9 8 8 6 4 14 12 10 9 B 8 6 14 12 1 0 8 8 14 12 1D 8 8 14 1 2 10 9 B 8 6 - B 8 8 8 8 8 7 5. 5 14 1 2 1 0 9 a a 4J S - 14 12 1 0 9 a a s .3 . 5 14 12 10 a a 14 12 1 0 7. 5 - 14 12 10 9 7. 5 5. 5 e a a e 1. s 5. s 4 J 5 , _ 0 .. ~: ~! ~~ 9 : 5 ~5 ': 5 = !: ~! ~~ : : : / s 3~ 5 ~! ~! ~~ : : ~: ~! ~~ 9 : ~ = = ~! !! ~~ ~ ~ = a B a : a ~ : : 14 12 10 8 8 . 4 - 14 12 10 9 8 8 6 3. 5 14 12 10 8 8 14 12 10 8 - - - 14 12 10 9 7. 5 8 7. 5 5. 5 4 14 12 10 6 5 4 5 - - - 14 12 1 0 9 7. 5 - - - 14 12 10 - 13 9. 5 4 - - - - - 13 9, 5 6. 5 s - a a 6, 5 s 4 3 Q ' - Q " 14 1 2 10 6: 5 ~ - - - - - 14 1 2 1 0 9 7. 5 - - - 14 12 10 8 - - - 14 12 1 0 5 - - 14 12 1D 9 5, 5 - 8 8 8 8 B 6. 5 6 J 14 12 8. 5 4 - ~ 1 2 1 0 . 9 4 . 5 - 14 12 10 7, 5 - 14 1 1 . 5 4 . 5 - - - - - 14 1 1 , 5 7 . 5 6 - - - - 8 B 7. 5 6 5 4 14 12 1 0 6 4 14 12 1 0 9 7 - - - 14 12 1 0 8 - - - 14 12 5 - - - - - 14 12 B 6. 5 - 8 B 8 6, 5 5. 5 4 14 12 9. 5 5 3. 5 - 14 1 2 1 0 5. 5 - 14 12 1 0 B - - - 1. 5 8. 5 - - - 1. 5 8, 5 5. 5 - - - - - B 8 5. 5 4. 5 3. 5 ~ ·- - = - ~ 10 ._ 0 .. : : ~! !: ! ~ J~ s · = _ _ ~! ~! ~~ s. s - - = ~! ~; ~~ : = ~! 1 ~~5 ~ - - - = = ~: ,~ \ 1; ~:: : : : 5 ~5 / s !:~ 4. s - 14 12 9 4. 5 J - 14 1 2 1 0 - - - 14 12 1 0 9 8 - - - H 11 - - - - 14 11 7. 5 - - - - - 7. 5 6 5 14 12 7 - - - - - 14 12 1 0 - - - - - 14 12 1 0 - - 0. 5 8 - - - - - - 0. 5 8 5 - - - - - 5 4 3. 5 - 11 • -o n ~: ;~ - - - = = ~: ~! ~~ = - = ~: ~; !~ = = ~~5 ~~ : - - = = = ~\ ;~ 1~ = = = = = : : ! ; 3. 5 - 14 12 6. 5 - - - - - 14 12 10 - - - 14 12 10 - - J, 5 10 - 14 10 7 7 5. 5 4. 5 - 14 12 5. 5 - - 14 12 1 0 - - - 14 12 10 - - 9. 5 7 - - - - - - 9. 5 7 3. 5 - - - - - 4. 5 3. 5 3 - ANCHORS SPACING LEGEND TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY All POINTS SOLID-SET BLUE TAP TAPPER+ I * SEE ANCHOR I SPECIFICATIONS ON SHEET 14 ♦ SEE LIMITATIONS OF USE FOR BlADE @ ON SHEET 2B 1 2 ' - o " ~: ~: 5 3 5 - _ - = ;z ~! 1 ~ - - - - - ~: ~! ~~ = - = ~~5 ~.! 4 - = ~~5 !~ 1 ~ : = = = = a s~ s 4~ s ! ~ 3 - 14 1 2 5 - - - 14 1 2 10 - - - 14 1 2 10 - - 2. 5 9. 5 - - - 3. 5 9. 5 4. 5 - - - - - 8 8 6 5 4 14 12 - - - - - - 14 1 2 - - 14 12 - - - - 9 4. 5 - 9 6. 5 - - - - 8 6. 5 4. 5 3. 5 J 1 3 ' - 0 " 14 12 - - - = ~! ~! - - = = ~! ~! - - = ~~s ~! - - - = ~~s 1 : - - = = : = : e : : 3~ 5 4. : . s ** ~·-- - - - - -14 12 - - 14 1 2 - - - - - - 1. 5 6 - - - 1. 5 8. 5 - - - - - - 6 5. 5 4, 5 CD HV BLADE OR G) HV BL.ADE W / (@ HV WINDOW BLADE WORKING IN UNISON ♦ 14 - - - - - - - 14 - - - - - - - 14 7. 5 - - - 7, 5 - - - - 7. 5 5. 5 3. 5 3 - 15 ._ 0 ., 1 1,4-· - : . . _ - - _ -- = . - - - : : - - = - - - = - H - ~ - : : : : . - - - - 14 - - - - - 14 - 14 - - - - - s s 7 s 1 1 3. s - - - - . - 14 .. . . . . : : . . . . .. . : : _ - - - - - 14 - - - - 9 - - - - 9 - - - - - 8 4. 5 .3 . 5 3 - l- 1 ~ 4 - + - _ - - + - _ - + - - _ - + - _ - l - _ - + - _ + - _ - - 4 - 1 4 - - - 14 - - - - - 10 - - - 10 - - - - - 8 7. 5 5 4 - - - - 14 - - - - - - - 14 - - - - 14 - - - - - - - 7 - - - - 7 - - - - 5. 5 3. 5 - 16 ' - Q " I~ = - -_-- -- =·· :- . . . ; - ~:- = = = = ~: = - - - - - - 1: - - = = 1; = = = = = ·6 ~ ~ . - - - j - : ~ · ~ ~ : ~ ~ - 6 - - - j - 3 : - f - - _ - - - ! - - _ - - t 14 - - - .. : . · - 1 4 -- - - - 14 - - - - - - - 9. 5 - - - - - 9. 5 - 7 4. 5 - - - - - FL O R I D A BU I L D I N G CODE (Non Hiah Velocitv Hurricane Zone' ©2 0 2 0 TI L T E C 0 , IN 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 . 36 t h . St •• St e . J0 5 , VI R G I N I A GA R D E N S , Fl O R I D A 33 1 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a l l : ti l t e c o O a o t . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L U T Jr , P. E . FL O R I D A Li e . II 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVrM Accordion Shutter System l- 1 . V . BLADE 61 W/ OR W/0 H.V. WINDOW BLADE & H.V. BLADE #: EV , ~ DESCRIPTION DATE DRAWN BY: M.P OlD 17-106 7/1/2020 DAIT, 07/1/2020 DRAWING No 20-163 SHEET 13 OF' 28 MA X I M U M AN C H O R ! SP A C I N G (i n ) SC H E D U L E FO R A GM ; N MA X SH U T T E R SP A N A. s P "' S P E C I F I C A T I O N S ON AN C H O R RE Q U I R E M E N T S : PO U R E D CO N C R E T E OR CONCRETE BLOCK SUBSTRATES QES J G N NEG A T I V E PR E S S U R E RA K mP A CQ R R E S P O N P I N G MQ U K T \ N G JY P E FO R CO N C R f J E QR CQ N C R E I E BLO C K IN S I W A l J ® 1. AN C H O R S TO SU B S T R A T E SH A L L BE l> S FO L L O W S : MA X I M U M SP A N (1 1 ) (S E E MO U N T I N G S E. G, & H ON SH E E T S 6 de 7) PO U R E D BU I C K P0 U R E D C0 N C R E I E @W A L L SI L L MO U N T I N G @ C E I L I N G MO U N T I N G @ F L O O R MO U N T I N G A. S . D . DE S I G N NE G A T I V E ~? A O J~ . ! t A. S . D . DE S I G N NE G A T I V E LO A D ( >a f ! _ A. S . D . DE S I G N NE G A T I \ / E LO A D (p s O 30 40 60 75 90 12 0 1 6 0 20 5 30 40 60 7 5 90 12 0 16 0 20 5 30 40 60 7 5 90 12 0 16 0 20 5 14 12 10 9 8 8 6 5. 5 14 12 10 9 8 B 6 6 14 12 1 0 9 8 8 6 6 3 ' - 0 . . 14 12 10 9 8 8 6 6 14 12 1 0 9 8 8 8 6 14 12 10 9 8 8 6 6 OR LE S S 14 12 1 0 9 B B 6 6 14 1 2 1 0 9 6 6 6 6 14 12 10 9 B 8 6 5 14 12 10 9 8 8 6 7 14 1 2 1 0 9 6 8 6 6 14 12 1 0 9 B 8 6 6 14 12 10 9 8 7 5. 5 J. 5 14 12 10 9 8 8 6 6 14 12 1 0 9 8 B 6 5 9 8 8 6 6 14 1 2 1 0 9 8 8 6 6 14 12 1 0 9 8 8 8 5. 5 9 8 8 6 4 14 12 10 9 8 8 8 4. 5 14 1 2 1 0 9 8 6 4 3. S 9 8 8 6 4. 5 14 1 2 1 0 9 8 8 6 5. 5 14 12 1 0 9 B 8 6 4. 5 14 12 1 0 9 7. 5 5. 5 3. 5 - 14 12 10 9 8 B 6 5 14 12 1 0 9 B 7 5. 5 4 5 ' - 0 ' " 14 12 1 0 9 8 8 6 6 14 12 1 0 9 8 8 6 5. 5 14 1 2 10 9 8 8 6 4. 5 14 12 10 9 6 7 4 - 14 1 2 10 9 8 6. 5 5 3. 5 14 1 2 1 0 8 6. 5 5 3. 5 3 14 12 10 9 8 7. 5 4. 5 - 14 1 2 1 0 9 8 B 6 4. 5 14 1 2 1 0 9 8 6 4. 5 13 . 7 5 14 12 9. 5 7. 5 6. 5 4. 5 - - U- 12 1 0 9 8 7. 5 5. 5 4 14 __ 12 10 9 8 6 4. 5 3. 5 S ' - O " 14 12 10 ·9 8 8 6 - 14 12 10 9 8 8 B 5 14 12 1 0 9 8 6. 5 5 3. 5 14 12 10 9 7. 5 5. 5 3 - 14 12 10 8. 5 7 5. 5 4 3 14 12 8 6. 5 5, 5 4 3 - 14 12 10 9 a s - - 14 12 10 e a e. s s 3. 7 s 14 12 10 a. s a 5 4 - 14 12 8 6. 5 5. 5 3 - - 14 1 2 10 9 8 6. 5 4. 5 3. 5 14 12 1 0 8 7 5 3. 5 3 7 , _ 0 " 14 12 1 0 9 8 B - - 14 12 1 0 9 8 7 5 4 14 1 2 10 9 7. 5 5. 5 4 3 14 1 2 10 8 6. 5 4 - - 14 12 9 7. 5 6 4. 5 3. 5 - 14 10 . 5 7 5. 5 4. 5 3. 5 - - 14 1 2 10 8. 5 7 4 - - 14 1 2 10 9 7. 5 5. 5 4 - 14 1 2 9 7 7. 5 4. 5 - - 14 11 7 5. 5 4. 5 - - - 14 1 2 1 0 9 7. 5 5. 5 4 - 14 12 9 7 6 4. 5 3 - 8 ' - 0 " ** ~~ ; 5~ 5 ~5 = = ~: ~! 1: 6~ 5 5~ : ~ = ~~\ ~! 1: : \ 5 ~ 3: 5 = 14 12 9. 5 7. 5 6 - - - 14 1 2 9. 5 B 6. 5 5 - - 14 12 B 6 6. 5 4 - - 13 9. 5 6. 5 5 3. 5 - - - 14 1 2 1 0 B 6. 5 5 - - 14 12 8 6, 5 5 4 - - g• - 0 " 14 12 1 0 9 8 - - - 14 1 2 10 9 7. 5 4. 5 - - 14 1 2 8. 5 7 5. 5 4 - - 14 11 . 5 7. 5 6 4 - - 14 11 7 5. 5 5 3. 5 - - 11 8 5. 5 4. 5 3. 5 - - - 14 12 8 6. 5 4. 5 - - - 14 12 8. 5 7 5, 5 4 - - 14 10 . 5 7 5. 5 6 4, 5 - - ~1 . 5 8. 5 5. 5 4 - - - - 14 12 9 7 6 4, 5 - - 14 11 7 5. 5 4. 5 3. 5 - - 1 0 • - o · ~: 1 ~ \ 1~ : ~:! : : : ~; ~~ ~-~ : 6:, , 5 ! : = ~~ ;_ ! : ! ! ~ = = 14 11 - 7. 5 5. 5 - - - - 14 11 . 5 9 6 5 4 - - 2. 5 9. 5 6 5 4 4 - - ~0 . 5 8 5 - -: . . . .. : _ _ - - 14 12 8 6. 5 5. 5 4 - - 13 10 6. 5 5 4 3 - - 11 ,_ 0 .. ,~ \ ~-~ ~ = _ _ ~ _= ~; 1: : /s ! 4j 5 :- i - = . - 1: 1~ s 4 ~5 ~:~ 4; s 3.: , 5 = = 14 10 7 - 14 10 . 5 7 5. 5 4. 5 - - - 1. 5 8. 5 5. 5 4. 5 3. 7 5 - - - 9. 5 7 4. 5 - - - - - 14 11 . 5 7. 5 6 5 - - - 12 9 6 4. 5 4 - - - 12 ,_ 0 .. 14 12 1 0 - - - - · -~ ~ 14 12 a e. 5 5. s - -. : - 13 ,o e. 5 s 4 - - - ~!:; :: ; 4 6 5 = = = = = ;~ 9~ 5 !! : \ 5 : = : ~. 5 : : 1 = = -- = - 1 - : : - ~ ' - - - - - - - 12 9 6 - - - - - 9. 5 7 4. 5 - - - - - 1 5 ' - o " 1: - = = = -____ - · m w ~ - - 0. 5 8 5 - - - _ - as ~s 4 - - - - - ~ s 3 - - - - 10 - - - - - - - 0 . 5 8 5 - - - - 8 . 5 6 4 - - - - - 7 - - - - - - - 1. 5 8. 5 5. 5 - - - - - 9 6. 5 4. 5 - - - 16 ' - o " ~ : = : : : : - ~2 . 5 9. 5 6 - - - - - 10 7. 5 6 - - - - - - 8 6 4 - - - - - 6 4. 5 3 - - - - - 9 , 5 - - - - - - - 9. 5 7 5 - - - - - 8 6 4 - - - - - r1 f l h , . , AN C H O R S sp A C J N G LE G E N D TA P C O N OR TA P C O N Wr T H AD V A N C E D TH R E A D F O R M TE C H N O L O G Y AL L PO I N T S SO L I D - S E T BL U E TA P W/ CN ' TA P P E R + I♦ SE £ UM J ( A T I O H S OF LI S E F'O R BL A D E ~ ON SH E E T 28 (1 ) HV B1 - ' - D E OR (1 ) H V RI AD E W / 11 A l HV WI N D O W BL A D E WO R K I N G IN UN I S O N ♦ (A ) TO EX I S T I N G PO U R E D CO N C R E T E : (M i n . f' c = 3 ke i ) - 1 / 4 " • TA P C O N OR TA P C O N WI T H AD V A N C E D TH R E A D F O R M TE C H N O L O G Y AN C H O R S , , s MANUFACTURED BY I.T.W. BUILOEX. (Min. f'c = J i<sl) - 1 / 4 " • x 3 / 4 " AL L PO I N T S SO L I D - S E T AN C H O R S , , S DI S T R I B U T E D BY AL L PO I N T S SC R E W , BOLT I!< SPECIALlY COMPANY. (Min. fc = J ksi) - 1 / 4 " • BL U E TA P CO N C R E T E AN C H O R S W / CN ' l> S MA N U F A C l U R E D BY Fl D R I D A FA S T E N E R S DIRECT, INC. (Min. f'c = 2 ksi) - 1/ 4 " G l TA P P E R + AN C H O R S AS MA N U F A C T U R E D BY PO Y I E R S FA S T E N E R S , IN C , , AN O DI S T R I B U T E D BY ALL POINTS SCREW, BOLT & SPECLALTY CO M P A N Y OR AN Y OT H E R AP P R O V E D LI C E N S E D OR AU T H O R I Z E D VE N D O R RE G I S T E R E D WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. (M i n . r e "" 3 ks i ) NO T E S : A. 1) MI N I M U M EM B E O 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 OR TA P C O N WIT H AD V A N C E D THREADFORM TECHNOLOGY ANCHORS ANO TAPPER+ AN C H O R S IS 1 J / 4 " , AN O FO R BL U E TA P W / CA P AN C H O R S IS 1 1 / 2 " . A. 2 ) MI N I M U M EM B E D M E l > I T OF 1 / 4 " • x J / 4 " AL L PO I N T S SO L I D - S E T AN C H O R S SH A L L BE 7/8" 1"11"0 THE POURED CONCRETE. NO EMBEDMEl>IT IN T O ST U C C O SH A U . . BE PE R M I T T E D . 1/ 4 " 1 1 - 2 0 S. S . MA C H I N E SC R E W US E D SH A L L BE 1 1/2• LONG MINIMUM SHOULD STUCCO EXIST, AND 1 • MI N I M U M FO R WA L L S WIT I - l 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 , PA V E R S OR AN f VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 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 SA I D WALL FINISHES. ANCHORAGE SHALL BE ,S INDICATED ON NO T E S A. 1 ) & A. 2 ) AB O V E . FO R IN S T A l l A T l O N S ON VI N Y L SI D I N G OR EI F S WI T H OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR IN S T A L ! A l l O N IN T O EI F S WIT H ME T A L ST U D S SE E SH E E T 28 A . (B ) TO EX I S " T I N G CO N C R E T E BL O C K : (A S T M C - 9 0 ) - 1 / 4 " • TA P C O N OR TA P C O N WIT H AD V A N C E O TH R E A D F O R M TE C H N O L O G Y AN C H O R S , , s MANUFAClURED BY I.T.W. BUILDEX. - 1 / 4 • o x 3 / 4 " AL L PO I N T S SO L I D - S E T AN C H O R S , AS OI S l R I B U T E D BY AL L PO I N T S SC R E W , BOLT & SPECW..TY COMPAN'f. - 1/ 4 . G l BL U E TA P CO N C R E T E AN C H O R S W / CM ' AS MA N U F A C T U R E D BY FL O R I D A FA S T E N E R S DIRECT, INC. - 1/ 4 " ! 6 TA P P E R + AN C H O R S AS MA N U F A C T U R E D BY PO W E R S FA S T E N E R S , IN C . , AN O DI S T R I B U T E D BY ALL POINTS SCREW, BOLT & SPECIALTY CO M P A N Y OR AN f OT H E R AP P R O V E D LI C E N S E D OR AU T H O R I Z E D VE N D O R RE G I S T E R E D WITH THE AMERICAN SHLITTER SYSTEMS ASSOCLATION, INC. NO T E S : 8. 1 ) MI N I M U M EM B E D M E N T IN T O CO N C R E T E BL O C K OF TA P C O N , BL U E TA P W / CA P ANCHORS AND TAPPER+ ANCHORS IS 1 1/4" AND TAPCON WIT I - l AD V A N C E D TH R E A D F O R M TE C H N O L O G Y AN C H O R S IS 1 ". 8. 2 ) MI N I M U M EM B E O M E l > I T OF 1 / 4 " • x 3 / 4 " AL L PO I N T S SO L I D - S E T AN C H O R S SH A L L BE El>ITIRELY EMBEDDED 1"11"0 THE CONCRETE BLOCK. 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 " Gl - 2 D S. S . MA C H I N E SC R E W USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EX I S T , AN D 1" MI N I M U M FO R WA l l . S WIT H NO ST U C C O . 8. 3 ) IN CA S E TH A T PR E C A S T ST O N E , PR E C l o S T CO N C R E T E PA N E L S , PA V E R S OR A N ' ( VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 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 SA I D WALL FlNISHES. ANCHORAGE SHAU. BE AS INDICATED ON NO T E S 8. 1 ) I! < B. 2 ) AB O V E . FO R IN S T A L L A l l O N S ON VI N Y L SI D I N G OR EJ F S Wr T H OR WrTHOUT METAL STUDS CONSULT THIS ENGINEER. FO R IN S T A l l A T I O N 1" 1 1 " 0 EI F S Wr T H ME T A L ST U D S SE E SH E E T 28 A . (C ) AN C H O R S SH A L L BE IN S T A L L E D FO L L O W I N G AL L OF TH E RE C O M M E N D A l l O N S AN D SPECIFlCAllONS OF THE ANCHOR'S MANUFAClURER. (O ) SE E SC H E D U L E BE L O W FO R ED G E DI S T A N C E fE . O . \ VE R S U S SP A C I N G RE L A l l O N S H I P FOR ANCHORS. ED G E DIS T A N C E VE R S U S SP A C I N G SC H E D U L E FO R AN C H O R S : MA X I M U M AN C H O R SP A C I N G S AR E VA L I D FD R ED G E DI S T A N C E S IN D I C A T E D BE L O W . FO R E. D. LESS THAN THE INOICA.TID, REDUCE ANCHOR SPACING BY MU L T I P L Y I N G SP A C I N G SH O W N ON SC H E D U L E BY TH E FO L L O W I N G FA C T O R S . RE D U C E D SP A C I N G OB T A I N E D US I N G FA C T O R SH A L L NO T BE LE S S 7H A N MI N I M U M SP A C I N G INDICATED FOR EACH ANCHOR TYPE. FA C T O R AC T U A L ED G E TA P C O N ~~ ~ o f H M TE A D c J ~ f O G Y E D AL L PO I N T SO L I D SET BLUE TAP W/ CAf'1----TAP_PE.,.c.,,R_+ ___ _, D I C T A N C E 1 - - - - - - - + - - = - - - - - - - - + - - - - - - - - + - - - - - - - + - - ~ M = l = N - ~ S , , _ R ~ t < = C l = N G ~ - - - 1 E. D . ~I N . SP A C I N G = 3• MI N . SP A C I N G = 3• MI N . SP A C I N G - 3 1/2" MIN. SPACING -3• J J/4" 4• PO U R E D CO N C R E T E & PO . R D co m : J E 0J N a E E 81 . r o ( PO U R E D CO N C R E T E & POURED CONCRETE &: POURED O'.H:RETE CXHJEE B.OCK co ~ : ~ . !j - O C K ~ E.D . = 3 11 2 · MIN . E.D . " 2 ,; 2 · c: _ c [ ~ 3 B~ ' " j ; . K CON~~-~¥'CK I.IN. E.D. C 3 112· iMiN. ED.~ 2 1/~ 3 • 1 .o 0. 9 0 1 .o 0. 78 1 .o 0.84 1.0 2 , ; 2 · 0, 8 1 1. 0 0.67 ,.o 2· 0. 7 1 0.51 , J / 4 " 0.43 1 1 / 2 " 0. 3 5 0.35 FL O R I D A BU I L D I N G CODE (Non ffiqh Velocity Hurricane Zone) ©2 0 2 0 TI L T E C O , IN C . © 2020 EASTERN METAL SUPPLY, INC. TI L L I T TE S T I N G & EN G I N E E R I N G CO t . l P A N Y 6J 5 5 H. W . J5 U l . St . , St e . :, ( ) 5 , VI R G I N I A GM D E N S . R. O R f i l . l . JJ 1 6 E Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 , Fa . - : : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c o O a o l . e o m CA - 0 0 0 6 7 1 9 WP J . T E R A. TI W T Jr . P. E . FL O R I D A Uc . f 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o o d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 BERTHA HVTM Accordion Shutter System ~.V . BLADE 11 WI OR W/0 H.V. WINDOW BLADE & H.V. Bl.ADE 12 EV . th DESCRIPTION om: DRAWN BY: M.P OLD 17-tO& 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 MA X I M U M AN Q l : I Q B ! Se A Q I N ! . (i D , ) SQ l : I E : l l ! J L E EQ B A !. M : l i M~ . Sl: l ! J I I E : B SE A M , A.S ll , DE S I G N li E ! . A I D L E LQ A l l Al i l l A QQ B B E S E Q N l l l l i ! . MQ ! J N ] ] N ! . IY . e E EQ B QQ N Q B E I E QB QQ N Q B E I E EIL Q Q K ll i S I A I J . A D Q N S ($ £ £ MO U N T I N G S I, J, K & L ON SH E E T 7) PO U R E D C0 N C R E I E PO U R E D » - - • • CO N C R E I E BL O C K AM Q l : I Q B S se & : 1 M 1 . L.E ! . E N l l l! ) W A L I < _ ' . ' ~ N ~ J l , [ ~ ~E N C H @R A I N G U A R D MO U N T I N G @ WA L L / F L O O R MO U N T I N G (Q WA L L / W A L K OV E R MO U N T I N G MA X I M U M TA P C O N OR SP A N (f t ) A. S ~ DE S I G N _N E G A T I V E .. LO A D (~ ~ -~ ~ - ~ - - DE S I G N NE G A T I V E LO A D (p s f ) A. S . D . DE S I G N NE G A . T I V E LO A D (P 9 ! ) A. S . D . DE S I G N NE G A T I V E LO A D (p s f ) TA P C O N WI T H AD V A N C E D 30 40 60 75 90 12 0 16 0 20 5 30 40 60 75 90 12 0 16 0 20 5 30 40 60 7 5 90 12 0 1 6 0 20 5 30 40 60 75 90 12 0 16 0 20 5 TH R E A D F O R M TE C H N O L O G Y 14 12 10 9 • 6 6 6 12 1 2 12 12 1 2 1. 5 8. 5 6. 5 7 7 7 7 7 7 7 5. 5 5 5 5 5 5 5 5 5 AL L PO I N T S SO L I D - S E T 3 ' - 0 " 14 12 10 g • 6 • • 12 12 12 12 12 1 2 9. 5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 OR LE S S 14 12 1 0 9 • • 6 6 12 12 12 12 0. 5 • 6 4. 5 7 7 7 7 7 7 7 6. 5 5 5 5 5 5 5 5 5 BL U E TA P 14 12 10 • • • 6 6 12 12 12 12 12 10 7. 5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TA P P E R + 14 1 2 10 9 • • 6 6 12 12 12 1 2 1. 5 8. 5 B. 5 5 7 7 7 7 7 7 5. 5 4 5 5 5 5 5 5 5 4 4 ' - o " 14 12 10 9 • • 6 6 12 1 2 12 12 12 9. 5 7 5. 5 7 7 7 7 7 7 7 7 5 5 - ' s 5 5 5 5 5 14 12 10 9 6 6 6 6 12 1 2 12 9. 5 • 6 4, 5 3, 5 7 7 7 .J _ 7 7 6, 5 5 5 5 5 5 5 5 5 5 14 12 1 0 9 • • 6 6 12 1 2 12 12 10 7. 5 5. 5 4 7 7 7 7 7 7 7 5. 5 5 5 5 5 5 5 5 5 14 12 10 g 6 6 6 6 12 12 12 11 g 7 5 4 7 7 7 7 7 5. 5 4 3 5 5 5 5 5 5 4 3 s· - o · 14 12 1 0 9 • 8 6 6 12 12 1 2 1 2 10 7. 5 5. 5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 1 2 1 0 g 6 6 6 6 12 12 9. 5 7. 5 6 4. 5 3. 5 - 7 7 7 7 7 7 5 3. 5 5 5 5 5 5 5 5 4 I 14 12 10 9 6 8 6 6 12 12 1 2 9. 5 8 6 4. 5 - 7 7 7 7 7 7 5, 5 4 5 5 5 5 5 5 5 4 * SE E AN C H O R 14 12 10 -} - 6 8 6 6 12 12 1. 5 9 7. 5 5, 5 4 3 7 7 7 7 7 ..• 3. 5 - 5 5 5 5 5 4, 5 3. 5 - SP E C I F I C A T I O N S 6 ' - 0 " 14 ~ ,2 - - 1 0 · • 6 6 6 12 12 1 2 10 • 6 4. 5 3, 5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 ON SH E E T 14 14 12 10 9 6 8 6 6 12 1 2 8 6 5 4 3 - 7 7 7 7 7 5. 5 4 - 5 5 5 5 5 5 4 3 14 12 10 9 6 8 6 6 12 1 2 1 0 6 6. 5 5 ~. 7 5 - 7 7 7 7 7 6 4. 5 - 5 5 5 5 5 5 4. 5 - 14 12 10 9 8 8 8 8 12 12 10 • 6. 5 5 3. 5 - 7 7 7 6. 5 5. 5 4 - - 5 5 5 5 5 4 3 - 7 ' - 0 " 14 12 10 9 8 B 6 6 12 12 12 B. 5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 5 5 14 12 10 g 8 8 6 6 12 10 6. 5 ' s 4. 5 3 - - 7 7 7 7 6. 5 5 3 - 5 5 5 5 5 5 3. 5 3 14 12 10 g 8 8 6 6 12 1 2 6. 5 7 5. 5 4 - - 7 7 7 7 7 5 - - 5 5 5 5 5 5 • - ◊ VA L I D ON L Y FO R UP TO + 7 0 , - 7 5 14 12 10 9 6 • 6 - 12 12 8. 5 7 5. 5 4 3 - 7 7 7 . .. 4. 5 3 - - 5 5 5 5 4. 5 3. 5 - - P S F A. S . D DE S I N G P R E S S U R E e· - o · f f 12 10 ' 8 6 6 - 12 12 0. 5 7. 5 6 4. 5 3. 5 - 7 7 7 7 7 7 7 4 5 5 5 5 5 5 • 5 RA T I N G & FO R SP A N S P E R 14 1 2 10 · ' g ~ ·a ~ · ~ 6 - 12 9 6 4. 5 4 3 - - 7 7 7 7 5, 5 4 - - 5 5 5 5 5 4 3 - SC H E D U L E #3 , SH E E T 12 14 12 10 ' a a 6 - 12 11 7. 5 6 5 ,7 5 - - 7 7 7 7, 5 6 4, 5 - - 5 5 5 5 5 4. 5 - - 14 12 10 9 • 8 - - 12 1, 5 7. 5 6 5 3. 5 - - 7 7 6. 5 5 4 - - - 5 5 5 5 4 3 - - 9 ' - 0 " 14 · 12 10 9 • • - - 12 12 9. 5 6. 5 5. 5 4 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 • 8 8 - - 0. 5 8 5 4 3. 5 - - - 7 7 7 6 5 3, 5 - - 5 • 5 5 5 4 3 - 14 12 10 9 • • - - 12 10 6. 5 5 4. 5 - - - 7 7 7 6. 5 5. 5 - - - 5 5 5 5 5 4 - - 14 12 10 9 • 8 - - 12 0. 5 7 5. 5 4. 5 3. 5 - - 7 7 5. 5 ,4 - , 5 3. 5 - - - 5 5 5 4. 5 3. 5 - - - 1 0 ' - o " 14 12 1 0 9 6 8 - - 12 11 8. 5 6 5 3. 5 - - 7 7 7 7 7 7 4, 5 - 5 5 5 5 5 5 5 4. 5 14 12 10 9 6 • - - 9. 5 7 4. 5 3. 5 3 - - - 7 7 7 5. 5 4. 5 - - - 5 5 5 5 4. 5 3. 5 - - '1 4 12 10 9 .. .. T -- - - - 12 9 6 5 4 - - - 7 7 5 - - - 5 5 5 4. 5 5 - - - - - 7 6 14 12 10 9 • • - - 12 9. 5 • 5 4 - ~ - --= - - 7 7 5 4 3 - - - 5 5 5 4 3. 5 - - - 1 1 ' - 0 " ~: 12 10 9 • • - - 12 10 7 5-- : S 4. 5 3. 5 -- - , - 7 7 7 7 7 3. 5 -: _ 2 . _ 5 5 5 5 5 5 4 12 10 9 • • - - B. 5 6. 5 4 3. 5 3 - - - 7 7 6 5 4 - - - 5 5 5 5 4 3 - - G) HV BL A D E ON L Y 14 12 10 9 8 8 ~ - - - ~ a- s. s 4 - - - 7 7 4. 5 - - - 5 5 5 5 4. 5 - - - - 11 - 7 5. 5 14 12 10 9 8 - - - 1. 5 B. 5 5. 5 4. 5 3. 5 - - - 7 7 4. 5 3. 5 - - - - 5 5 4, 5 3. 5 3 - - - 1 2 ' - o " 1- 1 · 12 10 ' 8 - - - 12 9. 5 6. 5 5 4 3 - - 7 7 7 _J _ _ 7 6 3 - 5 5 5 5 5 5 4. 5 3. 5 14 12 10 ' • - • 6 4 3 - - - - 7 7 5. 5 4, 5 3. 5 - - - 5 5 5 4. 5 4 3 - - 1 4 1 2 1 0 ,- .. - - 10 7. 5 5 4 - - - - 7 7 • 5 - - - - 5 5 5 5 4 - - - 14 12 10 ' • - - - ~ is 5 4 3. 5 - - - 7 6. 5 4, 5 3. 5 - - - - 5 5 4. 5 3. 5 3 - - - 1 . 3 ' - o " ~: 12 10 ' • - - - 1. 5 r 6 4. 5 I T a: 7 7 7 7 7 4. 5 - - 5 5 5 5 5 5 4. 5 ·J . 5 12 10 9 8 - - - 7 5. 5 3. 5 3 - - - 7 7 5 4 3 - - - 5 5 5 • 3 - - - 14 12 10 ' • - - - 9 7 4. 5 .7 5 - - - - 7 7 5. 5 4. 5 - - - - 5 5 5 4. 5 4 - - - ,. 12 1 0 9 - - - - 10 7. 5 5 4 3 - - - 7 6 4 3 - - - - 5 5 4 3 - - - - 1 4 ' - 0 " ~: 12 1 0 9 - - - - 0. 5 • 5. 5 4 3. 5 - - - 7 7 7 7 7 4 - - 5 5 5 5 5 5 4 3 12 10 9 - - - 6. 5 5 3 - - - - - 7 7 -- ~ ~~ ~ - - - 5 5 5 4 - - - - H . 1 2 10 - - 9 - - - - 6. 5 6. 5 4 - - - - - 7 7 5 • - - - - 5 5 5 4 - - - - 14 12 1 0 - - - - - 9 7 4. 5 3. 5 3 - - - 7 5. 5 3. 5 - - - - - 5 5 3. 5 3 - - - 1 4 1 2 ·w - - - - - 10 7. 5 5 4 3 - - - 7 7 7 7 7 3. 5 - - 5 5 5 5 5 5 4 J 1 5 ' - 0 " 14 12 10 - ·- : . . . - · s 4. 5 3 - - - - - 7 7 4. 5 3 - - - - 5 5 4. 5 3. 5 - - - - 14 12 10 - - - - - • • 4 - - - - - 7 7 5 - - - - - • 5 • 4 - - - - 14 12 10 - - - - - B. 5 6. 5 4 3. 5 - - - - 7 5. 5 3. 5 - - - - - 5 5 3. 5 - - - - - 1s ' - o " 14 12 10 - - - - - 9. 5 7 4. 5 3. 5 3 - - - 7_ 7 7 7 6 3 - - 5 5 • 5 5 4. 5 3. 5 - 14 1 2 10 - - - 6 4. 5 3 - - - - - 7 8. 5 4 - - - - - 5 5 4 3. 5 - - - - 1 4 1 2 'w - - - 7. 5 5. 5 .7 5 - - - - - 7 7 4. 5 - - - - - 5 5 4. 5 - - - - - FL O R I D A BU I L D I N G CODE (Non Hiah Velocitv Hurricane Zone' ©2 0 2 0 TI L T E C O , IH C . © 2020 EASTERN METAL SUPPLY, INC. '" ' l ~ l ~ I W?t' J - , ¼ I \ BERTHA HVrM ,, , '\ . hL I E c o ~'~ " ! ? - - \ ) . .. . . . . . A. S . S . A . Accordion Shutter System ~~ / \, \ C E V s ~ \ =- - I N C . ~ .. . - _, ~ H.V . BlADE M1 WI OR W/0 H.V. WINDOW BlADE & H.V. BlADE N, f / No . 4l 16 1 6 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 Am e r i c a n Sh u t t e r Sy s t e m s Rt v , N DESCRIPTION DATE DRAWN BY: M.P i* : * ~ - -u : : n : o 6 J ~ N. W . J6 U 1 . St . , St e . 30 5 , VI R G I N I A GA R D E N S , Fl O R I D A J J l 61 As s o c i a t i o n , In c , I OLD 17-106 7/1/2020 01\TE: 07/1/2020 \1 i \ ST A T E Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . Fa x : (3 0 5 ) 8 7 1 - 1 5 3 1 42 6 8 We s t r a a d s Dr i v e 2 DRAWING No PF 'q : . :, , e- m a i l : ti l t e c c r C a o l . c a m We s t P a l m Be a c h , FL 33 4 0 7 3 \% • , , : ' l O R \ P~ . - - # l CA - 0 0 0 6 7 1 9 • 20-163 WA L T E R A. Tl L L I T Jr . P. E . ~,, , , < l ' s 1 a h i ;. : , 1~ ' . ~ ~ L / S I G N A T U R E / D A T E FL O R I D A Uc . f 44 1 6 7 5 SHEET • 15 OF' 28 . ,, , ,, .. MM I M ! . ! M At : : j C H Q R + SP A Q I N G (i a , ) SC t ! E Q U ! . E FO B A Gl~ E t : : j MA X , St ! U T T E R SP A I : : : : ! , t: : : ! E G A i l ~ E A, S , Q . DE S I G N PB E S S ! . ! B E RA T I N ~ At: : : ! D A QQ B B E S P Q l : : : : ! 0 1 1 : : : : ! G MO U l : : : : ! T I N G TY P E (S E E MO U N T I N G S ON SH E E T S 18 & 19 ) 5 ; L J E 3 ~ - r F < ~ - r E: : : SO U T H E R N PI N E No . 2 W/ MI N . G= 0 . 5 5 , SP R U C E PI N E FI R NO R T H SP R U C E PI N E FI R SO U T H 1 / 2 " MIN. CDX DO U G L A S FI R w / MI N . G= 0 . 5 0 W/ MI N . G= 0 . 4 3 w / MI N . G= 0 . 3 6 PL Y W O O D MA X I M U M SP A N WA L L MO U N T I N G S CE I L I N G MO U N T T WA L L MO U N T I N G S CE I L I N G MO U N T T WA L L MO U N T I N G S CE I L I N G MO U N T T FL O O R MO U N T I N G S FL O O R MO U N T I N G S FL O O R MO U N T I N G S WA L L MOUNTINGS (f t ) M. N, 0 & R w X M, N, 0 & R W& X M, N, 0 & R w X p & Q & & - - - - - - ·- .. -------- ~S . D . NE G A T I V E DE S I G N LO N J (p s 1 M . D . NE G A T I V E DE S I G N LO A D (p s i '- S . O . NE G A T I V E DE S I G N LO N l (p s i ~S . D . NE G A T I V E DE S I G N LO A D (p , 1 A. S . D . NE G A T I V E DE S I G N LO N J (p s i A. S . D . NE G A T I V E DE S I G N LO A D (p s 1 A. S . D . NE G A T I V E DESIGN LONJ (ps1 · - - - - - · - , - · · · · , .. . -- - - - - - · - ·· · - - - -· · · - - - - 30 40 60 7 5 90 10 5 30 40 60 75 90 10 5 30 40 60 75 90 10 5 30 40 60 75 90 10 5 30 40 60 75 90 10 5 30 40 60 75 90 10 5 30 40 60 75 90 105 ~• - 0 ' OR LE S S 12 10 10 9 8 8 6 6 6 6 6 5 12 10 10 9 8 8 6 6 6 6 5 4 12 1 0 1 0 9 8 8 6 6 6 4. 5 4 3 6 5 4 4 4 3 4 ' - o " 12 10 10 9 8 8 6 6 6 5 4. 5 4 12 1 0 10 9 8 8 6 6 5. 5 4. 5 3. 5 3 12 1 0 10 9 8 8 6 6 4. 5 3. 5 3 2. 5 6 5 4 4 4 3 5 ' - o " 12 10 1 0 9 8 8 6 6 5 4 3. 5 3 12 10 10 9 8 8 6 6 4. 5 3. 5 3 2. 5 12 10 10 9 8 7 6 5. 5 3. 5 3 2 2 6 5 4 4 4 3 - 6 ' - o " 12 1 0 10 9 8 6. 5 6 6 4. 5 3. 5 3 2. 5 12 10 10 9 8 4. 5 6 5. 5 3. 5 3 2. 5 2 12 10 1 0 9 6 3 6 4. 5 3 2 2 - 6 5 4 4 3.5 - 7 ' - o " 12 10 10 9 6. 5 4 6 5. 5 4 3 2. 5 2 12 1 0 10 9 4. 5 3 6 5 3 2. 5 2 - 12 1 0 1 0 7 3 - 5 4 2. 5 2 - - 6 5 4 4 - - a · - o · 12 10 10 7. 5 4. 5 3 6 5 3 2. 5 2 2 12 1 0 10 5. 5 3 - 5. 5 4 2. 5 2 2 - 12 1 0 10 4 - - 4. 5 3 2 - - - 6 5 4 - - - 9 ' - 0 " 12 1 0 1 0 5 3. 5 - 6 4. 5 3 2 2 - 12 1 0 8. 5 4 - - 5 3. 5 2. 5 2 - - 12 10 4 2. 5 - - 4 3 2 - - - 6 5 3.5 - - - 1 0 ' - o " 12 10 7. 5 4 - - 5 4 2. 5 2 - - 12 10 5. 5 3 - - 4. 5 3 2 - - - 12 1 0 3 - - - 3. 5 2. 5 - - - - 6 5 -- - - 1 1 ' - o " 12 10 5. 5 - - - 5 3. 5 2 - - - 12 1 0 4 - - - 4 3 2 - - - 12 10 - - - - 3 2. 5 - - - - 6 5 - - -- - - 1 2 ' - o " 12 10 4. 5 - - - 4. 5 3 2 - - - 12 1 0 3 - - - 3. 5 2. 5 - - - - 12 10 - - - - 3 2 - - - - 6 5 - - - - 1 3 ' - 0 " 12 10 - - - - 4 3 - - - - 12 10 - - - - 3. 5 2. 5 - - - - 12 7 - - - - 2. 5 2 - - - - 6 4 - - -- 1 4 ' - 0 " 12 10 - - - - 4 3 - - - - 12 7 - - - - 3 2 - - - - 12 5 - - - - 2. 5 2 - - - - 6 3 --- - - - · 1 s · - o · 12 - - - - - 3. 5 - - - - - 12 - - - - - 3 - - - - - "1 . 5 - - - - - 2 - - - - - 6 - - - - - 1 6 ' - o " 12 - - - - - 3 - - - - - 12 - - - - - 2. 5 - - - - - 11 - - - - - 2 - - - - - 6 - - - - - + ~m m ; Qt, / 8t i C l : J Q B S BE Q W B E M E N T S · l' I Q Q Q S\ J B S I 1 3 8 I E S . 1. AN C H O R S TO WA L L , FL O O R OR SO L I D WO O D SO F f f i SH A L L BE AS FO L L O W S : - 1 / 4 • , TA P C O N OR TA P C O N WIT H AD V A N C E D TH R E A D F O R M lE C H N O L O G Y AN C H O R S , AS MA N U F A C T U R E D BY CD HY BL A D E OR CD HY BL A D E WL 1. T . W . BU I L D E X W/ MI N I M U M TH R E A D E D PE N E T R A T I O N AS IN D I C A T E D AT EA C H SE C T I O N ON SH E E T S 18 & 19 . EX C E P T I O N : SE E NO T E 2 BE L O W . q ] UNISON ♦ 2. AN C H O R S TO HO L L O W CE I L I N G SH A L L SE AS PE R MO U N T I N G TY P E U, SH E E T 19 AN O SH A L L CO N S I S T OF HY WI N D O W BL A D E WO R K I N G IN LA G SC R E W S AS PE R N. D . S . 20 1 B SP E C I F I C A T I O N S . 3. SU B S T R A T E SH A l . . l . CO N S I S T OF TH E F O L L O W I N G : I I ♦ SE E LI M I T A T I O N S OF US E OF -S O U T H E R N PI N E No . 2 W/ G= 0 . 5 5 (N . D . S ) BL A D E @ ON SH E E T 28 -D O U G L A S FI R W/ G• 0 . 5 0 (N . D . S . ) -S P R U C E PI N E FI R NO R T H W/ G= 0 . 4 3 (N . O . S . ) -S P R U C E PI N E FI R SO U T H W/ G= 0 . 3 6 (N . D . S . ) -M I N . 1 /2 " CO X PL '! W O O D ( 19 8 6 Af ' A ) 4, AN C H O R S SH A L L BE IN S T A L L E D f' O L L O W J N G A U OF TH E RE C O M M E N D A T I O N S AN D SP E C I A C A T I O N S OF TH E AN C H O R ' S MA N U F A C T U R E R . FL O R I D A BU I L D I N G CODE (Non Hiah Veloci\v Hurricane Zone' ,, , , , , , ~ · 1 1 - . LL / f ! ' ' , , , _ ©2 0 2 0 TI L T E C O , IN C . © 2020 EASTERN METAL SUPPLY, INC. S-~ - : ; > ~ - - - · · · ·· · - . ~ % BERTHA HVTM l~ ~ - - - · 0 c H : ~ I hL I E c o IN C : . \ ~ . A. S . S . A . Accordion Shutter System I ! No . 4 1 ~.V . BlADE 11 W/ OR W/0 H.V. WINDOW BlADE & H.V. BlADE I, ~* : .,, , TI L U T TE S T I N G & EN G I N E E R I N G CO M P A N Y Am e r i c a n Sh u t t e r Sy s t e m s ~£ Y . N DESCRIPTION DATE DRAWN BY: M.P \ _, ; · . . Si A l OF : ~ 5J : 5 : 5 N. W . J6 l h - St . , St e . J0 5 , VI R G I N I A GA R D E N S , Fl O R I O A 33 1 6 1 As s o c i a t i o n , In c . 1 OLD 17-108 7/1/2020 DATE: 07/1/2020 \- 9 c ( . -" L O I 1u " : / -z v Ph o n e : (3 0 5 ) B 7 t - 1 5 J O , Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 42 6 8 We s \ r o a d s Dr i v e 2 DRAWING No ,, _ ,< ' ( S • · · ~( \ ~ . , / ' e- m o i l : ti l t e c o C a o l . c o m We s t Pa l m Be a c h , FL 33 4 0 7 3 20-163 ,, .s s .. . . CA - 0 0 0 6 7 1 9 4 ,, , , , , , IO N WA L T E R A. TI L l r T Jr . P. E . 11 1 11 1 1 1 0 1 ~' t SE A L / S I G N A T U R E / D A T E FL O R I D A Li e . f 44 1 6 7 5 SHEET 6 16 OF' 28 MA X I M U M 81 : : l Q l : : l Q B + SP A Q l t : l G (i o , ) SQ t : I E D ! . ! L E EQ B A GIV E t : l MA X , Sl: : l U T T E B SP A N , t: l E G A ] V E A, S . D DE S I G I : : : ! EB E S S U B E RA i l l : : : ! G AN D 8 QQ B B E S E Q t : l D l l : : : ! G MO U l : : : ! I l l : : : ! G lY P E (S E E MO U N T I N G S ON SH E E T 19 ) ~ L_ _ J E 3 ~ - r F = : : : _ , L : , , . . . _ - r E : + NO T E S ON AN C H O R S RE Q U I R E M E N T S · wo o p SU B S T R A T E S . SO U T H E R N P I N E N o . S P R U C E P I N E S P R U C E P I N E 1. AN C H O R S TO WA L l . , FL O O R OR SO L I D WO O D SO F I T T SH A L L BE AS FO U . O W S : 2 W6 t . M I N . G = 0 . 5 5 , FI R NO R T H FI R SO U T H - 1/ 4 " • TA P C O N OR TA P C O N WIT H AD V A N C E D TH R E A D F O R M TE C H N O L O G Y AN C H O R S , AS MANUFACTURED BY M A X I M U M D UG L A S FI R W / W / M I N . G = 0 . 4 3 W / M I N . G = 0 . 3 6 I. T . W . BU I L D E X W/ MI N I M U M TH R E A D E D PE N E T R A T I O N AS IN D I C A T E D AT EA C H SE C T I O N ON SHEETS 18 & 19. M I N . G = 0 . 5 0 EX C E P T I O N : SE E NO T E 2 BE L O W . SP A N (f t ) 8. 0 . WA L L MO U N T I N G S 8. 0 . WA L L MO U N T I N G S 8. 0 . WA L L MO U N T I N G S 2. 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O R I D A 33 1 6 1 As s o c i a t i o n , In c . 1 OLD 17-106 7/1/2020 DATE: 07/1/2020 -: . 0 ·. ~ ,' ( ( : - Ph o n e : (. 3 0 5 ) 8 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 42 6 8 We s t r o o d s Dr i v e 2 DRAWING No ~ ~ · · . (G R I D . - · ~ e- m a i l : ti l t e c o C a o l . c o m We s t Pa l m Be a c h , FL 33 4 0 7 J ~- , / s i o · · · · · · · ~i~ ,~~ CA - 0 0 0 6 7 1 9 4 20-163 ,, , , , NA L ~ ,, , . WA L T E R A. TI L U T Jr . P .E . FL O R I D A Uc . /I 44 1 6 7 5 SHEET 11 1 1 1 11 1 1 1 1 1 1 i~ ' E . SE A L / S I G N A T U R E / D A T E 6 17 OF 28 IN S T A L L A T I O N DE T A I L S ON -1 / 4 " 1 1 1 TA P C O N OR / TA P C 0 N WIT H AD V A N C E D / TH R E A D F O R M TE C H N O L O G Y W / 1 1 / 2 ' ' Mi n . PE N E T R A T I O N I OF TH R E A D E D AR E A TO EX I S T I N G WO O D HE A D E R . , (S E E SC H E D U L E ON SH E E T 1 6) ., J <:'. - 1 I O x I ~~ I Fl N l S H IS T I N G MI N . 2" x 4 ~ WO O D DE R RE Q U I R E D II MI N . 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(SEE SCHEDULE ON SHEET 16) @ HY WA L L SILL INSTALLATION @ HV WA L L SI L L IN S T A L L A T I O N ♦ SE E LI M I T A T I O N S OF US E OF BL A D E 1A ON SH E E T @ FL O R I D A BU I L D I N G CODE Non Hi h Yelocit Hurricane ©2 0 2 0 TI L T E C O , IN C . TI L L I T TE S T I N G &: EN G I N E E R I N G CO t . 4 P A N Y 6J 5 5 N. W . J6 t h . st . , St e . J0 5 , VI R G I N I A GA R D E N S , Fl O R I D A 33 1 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . Fa x : (3 0 5 ) 6 7 1 - 1 5 3 1 e- m a i l : ti l t e c o C o o l . c o m CA - 0 0 0 6 7 1 9 WA J . . TE R A. TI L L I T Jr . P .E . FL O R I D A Li e . # ,t . t 16 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s \ r o o d s Dr i v e We s t Pa l m Be a c h , FL 33 4 D 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HY™ Accordion Shutter System .V , Bl.ADE 1 W OR W O H.V. WINDOW BLADE & H.V. 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PE N E T R A T I O N OF n- l R E A O E D AR E A @ MI D W I D T H OF WO O D PL A T E . {S E E SC H E D U L E ON SH E E T 17 ) -~ 1 / 4 " 1 1 1 - 2 0 x J / 4 " S. S . PH I L L I P S TR U S S HE A D MA C H I N E SC R E W S W/ 1 / 4 " - 2 0 NU T S @ 12 " o. c . @) HY WA L L SI L L IN S T A L L A T I O N G) H Y I MN -1 EX I S T I N G i 1 ~ G L A S S ~ 2" x 6 " MI N . WO O D DE C K RE Q U I R E D (N O F1 N I S H AL L O W E D ) ED G E OF DE C K - IF AP P L I C A B L E I I AL I ~ I I ©2 0 2 0 TI L T E C O , IN C . / 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 . 36 t h . St . , St e . 30 5 , VI R G l r , . I I A GA R D E N S , FL O R I CA 33 1 6 Ph o n e : (. : 5 0 5 ) 8 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m o i l : ti J t e c o O o o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L L J T Jr . P. E . FL O R I D A Uc . f 44 1 6 7 I MI N . 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A N DE T A I L X f i l Y L ) ' . aADES(l)&@ @•Gl•®·0•®•@·@· @•@•O]H~•@·@• ©·0 ·@•®•(t)•@• @•@•@·@·®·@• ®·@·@•@•@•@ END CONNECTION DETAIL (9 I• REQUIRED ONLY FOR SPANS GREATER THAN 12·-o· I ♦ SEE LIMITATIONS OF USE OF BIADE @ ON SHEET 28 DE T A I L @ FL O R I D A BU I L D I N G CODE Non Hi h Veioci Hurricane ©2 0 2 0 TI L T E C O , IN C . TI L L I T TE S T I N G Ile EN G I N E E R I N G CO t . 4 P A N Y 63 5 5 N. W . 36 t h . st . , St e . JD : 5 , VI R G I N ! , \ GA R D E N S , FL O R I D - ' .J J 1 6 Ph o n e : ( 3 0 5 ) 8 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c o O Q o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L U T Jr . P. E . FL O R I D A Li e . I} 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s \ r o a d s Dr i v e We s \ Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HY™ Accordion Shutter System .V . BIADE 1 W OR W O H.V, WINDOW BIADE & H.V. BIADE EV . N DESCRIPTION DATE DRAWN BY: M.P OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 2 OF 8 HD A - H V A SE E EN D I CO N N E C T I O N / DE T A I L S ON _ _ J SH E E T 24 TY P . FU L L HE I G H T . II * NO T E S ON HD LO C K S AN D CE N J E R M A T E S : 1. MA N D A T O R Y CO N D m O N # 1: ON E '3 4 H.D. LOCK SHALL BE USED FOR AN Y SP A N AN D IN S T A L L A T I O N AT H E A W DUTY SYMMETRICAL CENTERMATES, (6 1 ) OR (3 2 ) ) - + ( 3 3 ) AN D AT AN Y EL E V A T I O N . (34) H.D. LOCK MAY BE USED AS ,i , . ) ( IN S I D ' t " ' O R ' - 6 U T S I D E LO C K , AT T A C H E D tc( (33) HEAVY DUTY SYMMETRICAL CE N T E R M A T E S WI T H (3 ) #B x 3 / 8 " LO N G FLAY HEAD S.S. M.S. LOCKING RO D S @ AR E NO T MA N D A T O R Y , i. e . TH E Y ARE COMPLETELY OPTIONAL. AL T E R N A T E @ LO C A N _ _ , . _ . J - . ' - - J I - ~ II 2. MA N D A T O R Y CO N O m O N # 2: LO C A T I O N OF 0 H.D. LOCK SHALL BE AS IN D I C A T E D ON SH U T T E R EL E V A T I O N , i. e . , FOR SHUTTER SPANS UP TO 105". (3 4 ) H. D . LO C K MA Y BE IN S T A L L E D AT MI D HEIGHT OF SHUTTER OR AT 12" /I J 3 0 V E OR BE L O W MI D HE I G H T OF SH U T T E R . FOR SHUTTER SPANS GREATER TH A N 1 05 " , ~ H. D . LO C K SH A L L BE IN S T A L L E D AT MID HEIGHT OF SH U T T E R . HV E - H D E ~ L.@ o• @ 5 ~.- - @ - - + - ( J ) - l - 0 • - - · « N L I M I T £ D w i o r n - - - - - - - - - - - .J @ + Qj ) o • @ + Qj) TY P I C A L (2 ) HV BL A D E SH U T T E R EL E V A T I O N N. T . S . ©2 0 2 0 TI L T E C O , IN 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 6J ! : i 5 N. W . 36 t h . St . , St e , J0 5 , VIR G I N I A GA A D E N S , no R I O A J3 1 6 Ph o n e : (J 0 5 ) 6 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m o i l : ti l t e c o C o o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L L I T Jr . P. E . FL O R I D A Li e . i 44 1 6 7 FL O R I D A BU I L D I N G CODE Non High Veiocit Hurricone Zone A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r a a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVn.4 Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BlADE & H.V. BlADE EV . N D£SCRIPTION DATE DRAWN BY: M. p OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 21 OF 28 PO U R E D CO N C R E T E RE Q U I R E D i CO N C R I T E AN C H O R S (S E E SC H E D U L E ON SH E E T 26 ) / - ' ' ' l MI N . l SE P A R A T I O N t J (S E E SC H E D U L E 1/ 4 " • - 2 0 , 3 / 4 " S. S . MA C H I N E SC R E W S US I N G 1 / 4 " - 2 0 NU T S IP 6" O. C . I TO GL A S S - ~ I EX I S T I N G ON SH E E T 25 ) GL A S S ~ 1 ' - - - - - - - - ' + ' - - - - . 1 \ - - - ' 4 - . I I . . ' ' EX I S T I N G - - - - - - - - - : GL A S S l ED G E OF SL A B IF AP P L I C A B L E : ~ T l o N L TO GI . A S S I {S E £ Sa l ( O I J L E l ON SH E D 25 ) EX I S T I N G ~ GL A S S _ / ; . I, .. , . . . . - , - . . . , . . . " r ' , ; 1 1 1 Fl A T HE A D CO N C R E T E AN C H O R S (S E E SC H E D U L E ON SH E E T 26 ) ' ' E X I S T I N L l GL A S S I l I 2 Q HP WA L L HE A D E R IN S T A L L A T I O N I@ HD CE I L I N G IN S T A L L A T I O N @ HD TR E N C H IN S T A L L A T I O N @ HD WALK-OVER INSTALLATION ' ' ' I - - - - - TO GI . A S S : (S E E SO I E D I J L E EX I S T I N G ___ _ _ _ / ON SH E E T 25 ) GL A S S I ' ' O P T I O N A d - - - - • - a l j I S L 4 ' ~ , ~ = = = : . J _ _ _ __ : : : c _ _ _ _ - , U1 4 , 3 / 4 " ~E X HE A D __ } TE K SC R E W S C 3" o. c . ; OR 1/ 4 " 1 3 - 2 0 1 S. S . M. S . I W / NU T f 3" O. C . I - - - - - - ~ ED G E OF ~ - S L A B IF AP P L I C A B L E EX I S T I N G GL A S S @ HP WA L L $I L L IN S T A L L A T I O N CO N C R E f E R : i ~ = ~ g _ j @ HD RA I N G U A R D IN S T A L L A T I O N NO T E FO R CO M B I N A T I O N Of SF C T I O N S : 1 - SE E SH E E T 21 FO R TY P I C A L SH U T T E R AS S E M B L Y 2 - MO U N T I N G SE C T I O N S CA N BE CO M B I N E D 1N AN Y WA Y TO SU I T ~ y IN S T A L L A T I O N . ~ - - - - - - - - - - , * E. D. = ED G E DI S T A N C E (S E E SP E C I F I C A T I O N S ON SH E E T 26 ) ©2 0 2 0 TI L T E C O . IN C . TI L L I T TE S T I N G ll r . EN G I N E E R I N G CO M P A N Y 53 5 5 N. W . 36 t h . St . , St e , . 30 5 , VI R G I N I A GA R D E N S , FL O R I ~ 33 1 6 Ph o n e , : (3 0 5 ) 6 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c o O a o l . c o m CA - 0 0 0 6 7 1 9 WA L lE R A. TI L L I T Jr . P .E . FL O R I D A Li e . i 4- 4 1 6 7 #1 4 x 3 / 4 " HEX WASHER HE A D TEI< SCREWS @ 6" o.c. ,, , , , - - CO N C R E T E ANCHORS (S E E SCHEDULE ON SH E E T 26) EDGE OF SLAB IF APPUCN3LE (@ HP fL O O R IN S T A L L A T I O N IN S T A L L A T I O N DE T A I L S W / (2) HV BLADE SC A L E : 3 / 8 " = 1 " FL O R I D A BU I L D I N G CODE Non Hi h Yelocit Hurricane Zone A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System .V . BIADE 1 W OR W O H.V. WINDOW BIADE & H.V. BIADE EV . N DESCRIPTION OLD 17-106 DATE DRAWN BY: M.P 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 22 OF 2 SE E EN D WA L L CO N N E C T I O N DE T A I L S ON SH E E T 24 I OU T I 2" x 2 " x 1 / 8 " x 0 ' - 2 " (6 0 6 3 - T 6 AL L O Y ) AL U M . AN G L E W/ (2 ) 1/ 4 " 0 TA P C O N AN C H O R S TO CO N C R E T E (T O P /B O T T O M ) l & (4 ) # l M / 2 " S. M . S . TO TU B E AT EA C H AN G L E . (T Y P ) L. EX l , r J N G GL A S S -- - - i - - - -- - - - MI N . SE P A R A T I O N TO GL A S S 'I N 7 5 (S E E SC H E D U L E ON SH E E T 25 ) ~ HY D - H D D * SE E NO T E S ON LO C K I N G R O D S @ & HD Q1 LO C K S ON SH E E T S 21 / I / HV E - H D E IN S T A L L A T I O N (2 ) HV BLADE PO U R E D CO N C R E T E OR CO N C R f f i BL O C K WA L L RE Q U I R E D FL O R I D A BU I L D I N G CODE Non H; h Velocit Hurricane Zone &2 0 2 0 TI L T E C O , IN 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 53 5 5 N. W . 35 t h . St . , St e . 30 5 , VI R G I N I A GA R D E N S , FL O R I D A 33 1 1 5 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . Fo l ! : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti H . e c o O o o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A.. TI L U T Jr , P. E . FL O R I D A Uc . j 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o o d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHAHVTM Accordion Shutter System .V . BLADE 1 W OR W O H.V. WINDOW BLADE & H.V. BLADE DESCRIPTION OLD 17-106 DATE DRAWN BY: M.P 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET OF 28 , - PO U R E D CO N C R E T E OR CO N C R E T E BL O C K WA L L RE Q U I R E D (s r i t 3 1 !;~ r c ~ ~ ~ : - - - - - - - - /I J . . . U M . CL O S E R PL A T E . (L O C A T E AT El ' T H E R SI D E MI N . O F ( D ) / #1 4 x 1 / 2 " S . M . S c - > / I @ 1s · o. c . \ ~ PO U R E D CO N C R E T E / OR CO N C R E T E / BL O C K WA U . RE Q U I R E D L EX I S T I N G GL A S S -- r - ~ MI N . SE P A R A T I O N TO GL A S S (S E E SC H E D U L E ON SH E E T 25 ) I PO U R E D CO N C R E T E OR CO N C R E T E BL O C K WA L L RE Q U I R E D / EX I S T I N G GL A S S - __ / - ! - ~ OUREO CONCRETE ,---,----,'--, ~:1g~N_;f~REQUIREO EXISTING GLASS -✓--=--r ~ MIN. SEPARATION MI N . SE P A R A T I O N TO GL A S S (S E E SC H E D U L E L - - ' - - , f i r = ¥ ~ = = ~ d - ~ 1 0 N SH E E T 25 ) '- - ; ; - J : ; . , . . . . . , ' ! l r ~ ; l i ! ; : : : : : ; : : : : l : = ' = : : L - - , (SE~o sg~ULE ♦US E 1" OR 2" MA X . (A S AP P U C A B L E ) x 2 " x 1 /8 " x 0 ' - 2 " AL U M I N U M CU P AN G L E ON SHEET 25) l l f . ' - ' " , , - - - - - - - " ' - (6 0 6 3 - T G AL L O Y ) AT MI D H E I G H T (1 ) #1 4 x 1 / 2 " S. M . S . @ T O G ) & (2 ) 1 / 4 " 0 TA P C O N S © / SE E DE T A I L X FO R _ / SI D E CO N N E C T I O N TO TR A C K S EN D EN D CO N N E C T I O N / ·• r - - PO U R E D CO N C R f f i OR r--- --.·\ I ' 0 - - / - - - / CO N C R E T E BL O C K WA L L / \ , RE Q U I R E D EX I S T I N G GL A S S ./ - - - - - r -- s - - - - - - , / / / I / / / MI N . SE P A R A T I O N / / TO GL A S S .- . _ / / (S E E SC H E D U L E -, . .. . . _ . . / CO N C R E T E / _ ~ , , 1 - - - - - - - - 1 ON SH E E T 25 ) -r AN C H O R '\ . , II ~ 16 " ) . { _ ,. , / o. c . r- ; • 1 - : _ : : // /. , 1 / / / 2 " ~I N . / / / i / l _ _ @ o R @ o • @ + ( J ) o • @ + @ o • @ + @ AN C H O R S TO WA L L AT 1 " 0 C J (L O C A T E AT EI T H E R SI D E O F 8 ) ) 1 SE E DE T A I L X FO (4)=1 .._ _ ® + ' 7 ° " o R @ OR / t c J \ + Il l : : \ OR SI D E CO N N E C T I O N ~ \. . ! . . ) _ ll _ 9 ' \L : , / ' TO TR A C K S @ + @ @+ (z)oR@oR@+@o @+@ EN D CO N N E C T I O N DE T A I L @ EN D CONNECTION DETAIL @) I • RE Q U I R E D ONLY FOR SPMS GREATER THAN 12'-0" I 4 DE T A I L X EN D IN S T A L L A T I O N @ HV BL A D E IN T O CO N C R E T E CO N C R E T E BL O C K WA L L . VIEW Y OR EN D CO N N E C T I O N DE T A I L @ FL O R I D A BU I L D I N G CODE llon Hi h Velocit Hurricane Zone IP 2 0 2 0 Tl L T E C O , IN 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 . 36 t h . St . . St e . J0 5 , VI R G I N I A GM D E N S , Fl O R I D A JJ 1 6 Ph o n e {J 0 5 ) B 7 1 - 1 5 J O . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c 0 @ 0 o l . c o m CA - 0 0 0 6 7 1 9 WA L T E R A. TI L U T Jr . P. E . FL O R I D A Li e . IJ 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r a a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HV™ Accordion Shutter System .V . BlADE 1 W OR W O H.V. WINDOW B!ADE & H.V. BLADE EV . N DESCRIPTION DATE: DRAWN SY; M.P OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 24 OF 8 S P A N * MA X I M U M SH U T T E R * NQ I E S . ; " L + " O R " L - " (f t . ) IN S T A L L A T I O N S W/ SY M M E I B l ~ L (1 ) L+ : MA X I M U M AL L O W A B L E SP A N FO R A GI V E N 1:1 ~ QE ~ I E B M l l I E S . @ OR @ PO S I T I V E A. S . 0 DE S I G N PR E S S U R E RA T I N G . L - : MA X . AL L O W A B L E SP A N FO R A GI V E N NE G A T I V E W/ O N E H . D . (8 ) L O C K & NO A. S . D . DE S I G N PR E S S U R E RA T I N G . L O C K I N G RO D S @ ♦ (2 ) PR O C E D U R E TO DE T E R M I N E MA X I M U M SP A N FO R WA L L MO U N T I N G S OR FL O O R / C E I L I N G : MA X I M U M CO N C R E T E & CO N C R E T E BL O C K A.S . D . OE S I G N IN S T A L L A T I O N S GI V E N A PO S I T I V E A. S . O . DE S I G N PR E S S U R E RA T I N G , INSTAUATION LEGEND PR E S S U R E DE T E R M I N E MA X I M U M SP A N "L + " FR O M SC H E D U L E . RA T I N G AL L MO U N T I N G CO N D I T I O N S GI V E N A NE G A T I V E A. S . D . DE S I G N PR E S S U R E RA T I N G , ~ (p . s . f . ) POURED CONCRETE {+ O R - ) L + (f t ) l - (f t ) DE T E R M I N E MA X I M U M SP A N " L - " FR O M SC H E D U L E . " (SHEET 22) 30 OR LE S S 1 8 ' - o " 1 8 ' - o " FI N A L MA X I M U M AL L O W A B L E SP A N IS EQ U A L TO TH E WA L L 35 1 8 ' - 0 " rn · - o · MI N I M U M DE T E R M I N E D SP A N BE ' T W E E N "L + " AN D " L - " . MO U N T I N G AA & EE 40 1 7 ' - 4 " - ~ 1 7 ' - 1 0 " (3 ) PR O C E D U R E TO DE T E R M I N E MA X I M U M SP A N FO R FL O O R / C E I L I N G 45 1 6 ' - 4 " 1 7 ' - 6 " CO M B I N A T I O N S IN BE ' T W E E N WA L L W / FL O O R / C E I L I N G 88, CC, DD, MO U N T I N G FF & GG 50 1 5 ' - 6 " 11 · - o · MO U N T I N G S : 55 1 4 • - 1 0 · 16 ' - 1 0 " FO R A GI V E N PO S I T I V E A. S . O . DE S I G N PR E S S U R E RA T I N G : -- - - - - - · - 60 14 ' - 2 " 16 - 2 DE T E R M I N E : 65 1 S - B " 1 5 ' - 6 " L i + = MA X . SP A N FO R WA L L MO U N T I N G IN S T A L L A T I O N S . - - - - · - - - · 1 3 ' - 2 " 1 4 ' - 1 1 " L i + = MA X . SP A N FO R FL O O R / C E I L I N G MO U N T I N G 70 IN S T A L L A T I O N S . 75 1 2 ' - 8 " 1 4 ' - 5 " 80 12 ' - 3 " 1 4 ' - 0 " FO R A GI V E N NE G A T I V E A. S . O . DE S I G N PR E S S U R E RA T I N G : 85 1 1 · - 1 1 · 1 3 - 7 DE T E R M I N E : MINIMUM ~ - - - 1 1 ' - 6 " 1 3 ' - 2 " L 1 - = MA X . SP A N FO R WA L L MO U N T I N G IN S T A L L A T I O N S . WI N D ZO N E 90 -- · " - - 1 1 ' - 3 " 1 2 · - 1 0 · l. 2 - = MA X . SP A N FO R FL O O R / C E I L I N G MO U N T I N G AS T M E - 1 9 9 6 SEPARATION 95 1 0 ' - 6 " 1 2 ' - 6 " IN S T A L L A T I O N S . TO GLASS 10 0 - - - - - - -- - 10 5 1 0 · - o · 1 2 · - 2 · FI N A L MA X I M U M AL L O W A B L E SP A N IS EQ U A L TO TH E - - - - · 9 ' - 6 " 1 1 ' - 1 1 · MI N I M U M BE T W E E N "L 1 + " , "L 2 + " , " L 1 - " AN D ' b - " 11 0 1 TH R U 3 1" 9 ' - 1 " 1 1 ' - 8 " -- - · - 11 5 (4 ) GO TO AN C H O R SC H E D U L E WI T H FI N A L MA X I M U M 12 0 8 ' - 9 " 1 1 ' - 5 " AL L O W A B L E SP A N AN O MA X I M U M A. S . O . DE S I G N 12 5 - 1 1 · - 2 · PR E S S U R E RA T I N G TO DE T E R M I N E MA X I M U M AN C H O R - ~ - - SP A C I N G . 4 3" 13 0 - 1 0 ' - 1 1 · -- 13 5 - 1 0 ' - 9 " - - - · - - 14 0 - 1 0 ' - 6 " - - - - - - 14 5 - 1 0 ' - 4 " - - - -- .. 15 0 - 1 0 · - 2 · - · ., _ 15 5 - 1 0 ' - 0 " 16 0 - 9 ' - 1 0 " - - - ~ - - 16 5 - 9 ' - 9 " - - - - ~ - - - - 17 0 - 9 ' - 7 " -- - - - - - - - 17 5 - 9 ' - 5 " 18 0 - 9 ' - 4 " - 9 ' - 2 " - ® HV BL A D E 18 5 19 0 - e· - o · 19 5 - 8 ' - 9 " FL O R I D A BU I L D I N G CODE (Non Hiqh Velocity Hurricane Zone) ,. . i i ~ · ¼ " ' !f t ; , - ~ ©2 0 2 0 TI L T E C O , IN C , © 2020 EASTERN METAL SUPPLY, INC. ,, , \ ' BERTHA HVTM $- ' '? - \ ; .• · " .. . I hL I E c o IN C . \ f ~ . / \, \ C E / I , ~/ - - " 1 l ~ A. S . S . A . Accordion Shutter System f / No . 44 6 7 ~ ~ ~ H.V . BlADE 11 W/ OR W/0 H.V. WINDOW BlADE & H.V. BLADE #, Am e r i c a n Sh u t t e r Sy s t e m s ~* \ * ~ p 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 RE V , N DESCRIPTION DAT£ DRAWN BY: M.P % 1, \ ST A T E ( 83 5 5 N. W . J6 t h . St . , St e . JO ! i , VlR G I N I A . GA R D E N S , FL O R I D A J3 1 6 Aa s o c l a t l o n , In c . , OlD 17-106 7/1/2020 DATE: 07/1/2020 F :' ~ Ph o n e : ( 3 0 5 ) 8 7 1 - 1 5 3 0 . FO ) C : (3 0 5 ) 8 7 1 - 1 5 3 1 4 2 6 8 W e s t r o o d s Dr i v e 2 DRAWING No \% · - - ~ O R I O ~- - ~ 4 ' : f e- m o i l : ti l t e c o O a o l . c o m W e s t P a l m B e a c h , F L 3 3 4 0 7 3 20-163 CA - 0 0 0 6 7 1 9 4 ~-- , , ~ S / o N i i C WA L l E R A. TI L L I T Jr . P. E . ~ ,, ~ FL O R I D A Uc . f 44 1 67 • SHEET '' ' ' " " .. , :{ { , ! ~ ~ ' ' S E A L / S I G N A T U R E / D A T E 6 25 OF 28 *S P E C I F I C A T I O N S ON AN C H O R RE Q U I R E M E N T S : PO U R E D CONCRETE SUBSTRATE ~" ~ Q B S 5e A C I M G I E ~ D MA ~ I M ! . ! M AN Q H O B * SP A C I N G (i a . ) SQ l : ! E Q ! . ! L E FO B A GIY ' . E N (A ) AN C H O R S TO WA L L SH A L L BE AS FO L L O W S : I 1/ 4 " 0 TA P C O N I MA X . Sl: ! ! . ! T T E B se A t : : l . MA X I M U M A. S . D . QE S I G ! : : l eB E S S ! . ! B E I 5/ 1 5 n 1 2 , TA P C O N XL I RA i l l : : i G AN O A QQ B B E S e Q t : l Q l l : : i ! : ? MQ ! . ! t : H I N G TY e E A. 1 ) TO EX I S T I N G PO U R E D CO N C R E T E : (M i n . f c = 31 9 2 ps i ) FO B QQ N Q B E T E IN S T A L L A T I O N S - 1 / 4 " 0 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 . BU I L D E X . 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 IS 1 3/4'". A. 2 ) TO EX I S T I N G PO U R E D CO N C R E T E : (M i n . f' c = 28 9 9 ps i ) PO U R E D CO N C R E T E - 5 / 1 6 " 0 TA P C O N XL AN C H O R S , AS MA N U F A C T U R E D BY 1. T . W . BUILDEX. MA X I M U M AL L MO U N T I N G S AA TH R U GG (S H E E T 22 ) 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 5 / 1 6 " TA P C O N XL ANCHORS IS 2 1/4". SP A N 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 , PAYERS OR ANY VENEER BE FOUND ON THE (f t ) US E MA X I M U M VA L U E S BE T W E E N PO S I T V E AN D NE G A T I V E A. S . D . DE S I G N LO A D S 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 REACH THE MAIN STRUCTURE BEHIND SAID '· · - -- -- - - - - - - - - - - - - - - 5 0 OR LE S S > 5 0 TO 9 0 > 9 0 TO 1 2 0 > 1 2 0 TO 1 6 0 > 1 6 0 TO 1 9 5 WA L L FI N I S H E 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 A.1) ABOVE. FOR INSTALLATIONS ON VINYL SI D I N G OR EI F S CO N S U L T TH I S EN G I N E E R . 8 ' - 9 " 8 " 4 1 / 2 " 3 1 / 2 " - - (B ) AN C H O R S SH A L L BE IN S T A L L E D FO L L O W I N G AL L OF TH E RE C O M M E N D A T I O N S AND SPECIFICATIONS OF THE AN C H O R ' S MA N U F A C T U R E R . OR LE S S 1 2 " 8 " 6" 4 " 3 3 / 4 " (C ) SE E BE L O W FO R MI N I M U M RE Q U I R E D ED G E DI S T A N C E FO R AN C H O R S . > 8 ' - 9 " 6 " 3 1 / 2 " 3 " + - - UP TO 1 2 ' - 1 " 10 " 6 " 4" 4" - > 1 2 ' - 1 " 4" 3 1 / 2 " - - - t. 1 I 1 : ! I M ! . ! M l! ~ ! . ! I B E D E! : l G E DI S I A N C ~ fO R A!:!CHORS UP TO MA X I M U M AN C H O R SP A C I N G S AR E VA L I D FO R 1 8 ' - o " 7 1 / 2 " 5 1 /2 " 4 " - - 3" ED G E DI S T A N C E FO R 1 / 4 " 0 TA P C O N AN D 3 5 / 8 " ED G E DI S T A N C E FO R 5 / 1 6 " 0 TA P C O N XL. I* f i l ) l l ; VA L I D ON L Y FO R UP TO 10 ' - 0 " SP A N @ HV BL A D E ON L Y FL O R I D A BU I L D I N G CODE (Non Hiah Velocity Hurricane Zone ,, , , ~ f l t / I 'f l " ' ' ~2 0 2 0 TI L T E C O , IH C , © 2020 EASTERN METAL SUPPLY, INC. ,, , , '\ I : . . __ (.; J , , , ~ BERTHA HVTM ~- 'l ' - \ ; ., .. . . . I hL I E C O IN C , \ / ~ .. -· · · \. \ C E A l£ · · - .. ~% A. S . S . A . Accordion Shutter System f / No . 44 [d · i - H.V . BlADE 81 W/ OR W/0 H.V, WINDOW BlADE & H.V. BlADE I: ~* \ * - , = -. . . . , Am e r i c a n Sh u t t e r Sy s t e m s EY , N• DESCRIPTION DATE DRAWN BY: M.P l ~-. . . ST A T E ( IC .- w r ' / , u r z ; o 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 As s o c i a t i o n , In c . 1 OLD 17-106 7/1/2020 OATE: 07/1/2020 BJ : i 5 - N. W . 36 t h . St •• st e . 30 5 , VI R G I N I A GA R D E N S , FL O R I D A JJ 1 6 4 2 6 8 W e s t r o a d s Dr i v e \ 0- : • . __ ,, . l O R I O Ph o n e : {J 0 5 ) 8 7 1 - 1 5 J O . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 2 DRAWING No ~ .. ·· ~ # e- m o i l : ti l t e c o O o o l . c o m W e s t P a l m B e a c h , FL 3 3 4 0 7 • 20-163 -: : . , f i S ' s / • · .. -· , . • ( ~ : $ ' CA - 0 0 0 6 7 1 9 4 ~ - l ·> ' WA L T E R A. TI L U T Jr . P. E . ' 11 , , 11 ON A L ,, ' - ' FL O R I D A Li e . {I 44 1 6 7 5 SHEET 11 lt H 1 u t H I ll > ' . f SE A L / S I G N A T U R E / D A T E • 26 OF 28 HV WIN D O W Bl A D E .1 8 7 5 " ' i ' e, ,, " " ,, ,, ,, ,, ,, ,, " " " ,, " ,, " " L. , : ' I I ' EX T E R I O R X 06 2 5 " EX T E R I O R SE C T I O N X - X SC A L E : 1 " = 1 " I I 06 2 5 " 1 - 0 6 2 5 " I .0 6 2 5 " · PO L Y C A R B O N A T E IM P A C T RESISTANT HY WINDOW BA Y E R MA K R O L O N 31 0 3 POLYCARBONATE RE S I N S , UV - S T A B I L I Z E D GRADE OR SABIC IN N O V A T I V E PL A S T I C LE X A N 103 RESIN (S E E NO T E "F " ON SH E E T 28). PO L Y C A R B O N A T E SOURCES FOR @ AP P L I C A B L E RESULT lY P I C A L PR O P E R T I E S ST A N D A R D """' SA8IC INNOVATM RE F E R E N C E W.TIJMI... I SaENC[ PLASTIC L.LC.liWJD.ON J103 ~ 103 'RESIN ~ SP E C I F I C GR A V I T Y AS T M 0792 0.043 lb/in 1 0.043 lb/in' MW f A l l l Q A I . ; TE N S I L E YI E L D ST R E N G T H AS T M D638 9,400 p.s.i. 9,500 p.s.i; FL E X U R A L ST R E N G T H AT YI E L D AS T M 0790 12,500 p.s.i. 13,400 p.s.i. FL E X U R A L MO D U L U S AS T M D790 340,000 p.s.i. 345,000 p.s.i. .I M E A Q I ; NO T C H E D IZ O D ASTM D256 18 FT-lb/in 17 FT-lb/in ElB E BU B ~ l ~ G Cl: : I A B A C I E B I S T I Q S · SM O K E DE N S I T Y ASTM D2843 47.2 ~ 64.5 % MAX SE C T I O N Y - Y .7 5 0 0 " RA T E OF BU R N I N G ASTM D635 C-1 CLASS C-1 CLASS SC A L E : 1 " = ·, " SE L F IG N m O N AS T M D1929 1040 "F 980 "F ~ : AS T M G155 EX T E R I O R EL E V A T I O N TE N S I L E ST R E N G T H AF T E R WE A T H E R I N G ASTM 638 9302 p.s.i. 8840 p.s.i. TE N S I L E ST R E S S BE F O R E WE A T H E R I N G ASTM 638 8461 p.e.i. 8880 p.s.i. SC A L E 1" ~ 1" TY P I C A L HV WI N D O W BL A D E QB AN D PO L Y C A R B O N A T E HV WI N D O W DE T A I L FL O R I D A BU I L D I N G CODE Non H; h Yelocit Hurricane Zone C2 0 2 0 TI L T E C O , IN C . TI L U T TE S T I N G &: EN G I N E E R I N G CO M P A N Y 6J 5 5 N. W . 36 t h . S1 . , St e . J0 5 , Vl' R C I N I A GA R D E N S , Fl O R ! O A .J J 1 6 Ph o n e : (3 0 5 ) 8 7 1 - 1 5 3 0 . Fo x : (J O S ) 8 7 1 - 1 S J 1 e- m o i l : li t t e c o O o o l . c o m CA - 0 0 0 6 7 1 9 W.A L T E R A, TI W T Jr . P. E . FL O R I D A Li e . H 44 1 6 7 A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHAHVni Accordion Shutter System .V . BlJ\DE 1 W OR W O H.V. WINDOW BlJ\DE & H.V. BlJ\DE V. H DESCRIPTION DATE: DRAWN BY: M.P OlD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING Na 20-163 SHEET 27 OF' 8 SE E EN D CO N N E C T I O N DE T A I L S ON SH E E T 11 lY P . FU L L HE I G H T . - · - - I ' ~ SY M M E T R I C A L CE N T E R M A T E S @ @ ,, . ) . . : : . _ - / L _ _ _ _ _ W/ (f , l o R @ A N D .. . . _ _ _ . - - - - - - - - - - - - - - W / 0 ~ (S E E NO T E 4 AB O V E ) ~ - I • GE N E R A L UM [ A T I O N S AND CONP[)ONS OF USE FOR BEftIHA Cf? N l f o f f r & :: @ ' . o ~ 2 W , 5 U t f i l ? « F ™ WABKING IN 1. MA X . A. S . D . DE S I G N PR E S S U R E RATING: +110, -110 p.s.f. 2. MA X . SH U T T E R SP A N : 95• 3. AL L O W E D MO U N T I N G S : A, D, G & H ON SHEETS 6, 7; /IS WELL /IS MO U N T I N G S M, O, T, U & W ON SHEETS 18 & 19. ~ ON L Y CE N T E R M A T E S (2 U 122) (BOTH W/ 64\ OR /2S') ARE ALLOWED WITH 6i\ A A ~ O IN A SY M i r ' E T f t r ' C A L OR OPPO'sf'NG LAYciUT. IN CASE OF OPPOSING ro u r , MU S T BE IN C L U D E D ONLY AT EXTERIOR ACCESS SIDE OF CE N T E R 5. (A ) HV WIN D O W BL A D E @ SHAU. ONLY ALLOW A MAXIMUM OF 5 OPENINGS (J • t , ; J HO t . £ 5 ) FO R @ PE R BlADE AT SPACINGS SHOWN ON SHEET 27. (8 ) MI N . CL E A R A N C E FR 9 J , ( TOP OR BOTTOM EDGE OF HV WINDOW BLADE @ OF N f f 3" ¢ , HO L E F O R ~ SHALL BE 12•. (C ) Fl R S T OR ~ Bu \ D E COMING OUT FROM STARTERS AT ENDS MAY BE HV WIN D O W BL A D E W (D ) HV WIN D O W BL A D E @MUST BE USED ALTERNATE TO A SOLID HV BLAOE(j) TH R O U G H O U T SH U T T E R ' S WIDTH. (E ) CE f : l t [ R M A . l E S SH A L L ALWAYS BE INSTAl..lID ADJACENT TO A SOLID HY BL A D E < . . ! } A T EI T H E R SI D E OF THEM. {F ) PO L Y C A A B O N A T E HV WINDOW @ SHALL BE INSTALLED SO ~ TABS FACE TH E IN T E R I O R OF TH E OP E N I N G BEING PROTECTED, HY WINDOW 1M} MUST BE ON L Y IN S T A L L E D AN D LO C K E D USING A HY SaTING TOOL PRO\IIDEO BY /ISSt\, IN C . 6. SE E AN C H O R SP A C I N G SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BU I L D I N G S ON SH E E T 16 , /IS LIMITED BY SPAN MID A.S.D DESIGN LOAD (SEE NO T E S I & 2 AB O V E ) . 7, SE E AN C H O R SP A C J N G SCHEDULE FOR INSTAl..l.ATIONS INTO POURED CO N C R E T E OR CO N C R E T E BLOCK WALL ON SHEETS 1."5-&: 14 /IS LIMITED ID' SP A N AN O A. S . O DE S I G N LOAD (SEE NOTES 1 & 2 ABOVE). 8. MI N I M U M SE P A R A T I O N TO GLASS SCHEDULE, PER ASTM E-1996: WIN D ZO N E MINIMUM SEPARATION TO GLASS 1 TH R U 3 1· 4 6.25· ONLY) TY P I C A L (1 ) HV BL A D E WO R K I N G IN UN I S O N WI T H HV WI N D O W BL A D E (] f l SH U T T E R * N. T . S . Cl 2 0 2 0 TI L T E C O , IN 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 6J 5 5 N. W . Jl l t h . St . , St e . J0 5 , VI R G I N I A GA R D E N S , FL O R I D A JJ 1 6 Ph o n e : {3 0 5 ) 8 7 1 - 1 5 3 0 . Fo x : (3 0 5 ) 8 7 1 - 1 5 3 1 e- m a i l : ti l t e c o O a o l . c o m CA - 0 0 0 6 7 1 9 WM . . T E R A. TI L U T Jr . P .E . FL O R I D A Li e . 6 44 1 6 7 FL O R I D A BU I L D I N G CODE Non Hi h Velocit Hurricane Zone A. S . S . A . Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVn4 Accordion Shutter System .V . BlADE 1 W OR W O H.V. WINDOW Bl.ADE & H.V. BlADE EV . N DESCRIPTION DA.TE DRAWN BY: M.P OLD 17-106 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET 28 OF 28 2. MA X . SH U T T E R SP A N : 84 " 3. AL L O W E D MO U N T I N G : ® ON TH I S SH E E T . WI N D ZO N E AS T M E- 1 9 9 6 1 TH R U 3 4. ON L Y ~N T E R M A T E 121 " \ W / 12 4 \ HV LO C K AR E AL L O W E D WI T H 21 A R ~ G E c f 1 N A S~ M E T R I C A L LA Y O U T . 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Am e r i c a n Sh u t t e r Sy s t e m s As s o c i a t i o n , In c . 42 6 8 We s t r o a d s Dr i v e We s t Pa l m Be a c h , FL 33 4 0 7 MI N I M U M SE P A R A T I O N TO GLASS 1" , 1 2.000" Mo,.1 ~ IJ ________ J 1 /4"1 NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY @ 1 /4"fll-2QX3" BOLT MUST PENETRATE @ 1" ~ . . 250" .050" && j_____.=____ ,.& "' ---y., :::J-,---~------1~ 1/4 ¢-20 THREADS @ 1 /4" fl! ELCO CONSTRUCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/8"= 1" : ~ - @ c::J 0 l\, / y l -------~-~-~ ~ ~ ---r_----"----1:ii---;1 -----_:::j !!!.---"• '¾ 2 ) @ . : : : ? - ---,._ __ _) LO C A T E D AT@ HV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK © 2020 EASTERN METAL SUPPLY, INC. BERTHA HVrM Accordion Shutter System H.V . BIADE #1 W/ OR W/O H.V. WINDOW BIADE & H.V. BIADE I; RE V , N DESCRIPTION OLD 17-106 DATE DRAWN BY: M.P 7/1/2020 DATE, 07/1/2020 DRAWING No 20-163 SHEET .,,.._ OF' 28 D , y i t U y s i g n e d , . . . . . . . . . . . . . , . , , . . 40mm SL A T B E R T H A R O L L - U P H U R R I C A N E S H U T T E R - - · ! " ( : I Q ) t 6 5 4 1 C M " ' 5 - b y f , , n k · - - . . . . . . . ~ ~ - - ~ - " ' i - - . . . E N D R E T E N T I O N ( E R ) A N D N O N - E N D R E T E N T I O N ( N E R ) l i - - - , . . , _ . B e n r ~ r d o ~ , . , . . _ . _ l . o . . i . . 2 0 2 0 . 1 0 . 0 ! . . - - = ~ ~ · ~ 1 3 : 2 3 : 2 2 - 0 4 ' 0 0 ' r H O U S l « G S l N G L E W A L l . : , ; . r = = - - - - , : : : : : : : = ' C ~ 0 ~ E r e C A P D O U B L E W A L l E R S L A T S @ c : , l ~ G J l ) : g N I E R S L A T s @ = - c ; ~ ~ ! . . r ,, S ? A M S C M E D l l l . E C U . I S S E P A . R A 1 1 0 N S C H E D t . 1 1 . E ~ . . t , - M f ! s c ' ~ C l . O S E D . s . & > . T S t 5 . - 1 C . , ; ,. , _ _ . . c t . O S E D S U . 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U N E A R I N T E R l ' O L A T I O N i l E T W E H I S H U T T E R S I ' = I S N O T P E R M I T T E D F O R S P O N S B E T W E E t , T t t O S c I N D I C A T f O 2 00 JJ· 1/3% IN::REASE UI AU.O\VA8LE STRE S S H A S B E E N U S E D I N T f l E D E S l Q I O f T H l S A l l O V E , l t ; E S E A A R A T I O N F R O N G L A S S F O R T H E N H T H I G K B I S P A N S H A I . L B E U S E C , u ~ . d , 1 SYSTEM wmo LO>O DURATION f-'CTOt C<l:J.6 Ho > S I I E B I U S E O " O R W O O D A J I O l O R D E S I G N i j . . . . . ] POSITIVE AND NEGATIVE DESIGN PRESSURES C A L C J J l A T E O F O R U S E . W I T H T H I S S Y S T E M 0 " , ! I i i ! SHALL Bf OETER)<INEO PER SEPARATE ~GlfflcEAJN G I N A C C O I I O . \ N C E W r t • T H E G O Y ! ' l t N U I G f f~0r~~~~c~~~ m r s ~ ' f l . ' r i ~ ~ ~ ~ ~ : m i 9 . A U . E l C T l t U S I O N S S H A U . B E M J N I M U M 6 0 6 3 - - 1 6 A L U M I N U M A l l . O Y , ·'. 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A T I O O · 2 - = t s ~ ~DS~II<~ ~~IJk~AR~s m ? r ~ ~ f i l f i ~ ~ f / i J b ' l ~ f Z ; A M E R I C A N S H U T T B l S Y S l D I S A S S O C . , I N C . i f • \ \ B l P A L M l l E A O < , F L ~ , a r F i ; : : e : r - ~ , , . · • s - ~ _ , ' " " ' " ' " ' " " ' " J I " " ' ' : . . , _ - . c ' f l 0 0 ~ ; - Z - 1 ' " ; - . . , . r e r . l i l l l . . £ - , , _ - ~ FOR USE IN CONJUKCTION W1TH THIS OOCU"'lEffT. ~ 6 ' i ~ ~ ~ ~ U ~ g : , l ! . m o · T A S 2 0 1 , Z O Z l ! . 2 0 3 6 R.ot.L-\JP MEOWIJSM AND HOOD ASSEM!!LY A A E N O T P A R T O F T H I S / I P f f i a , / A L ~ - . . . - i r i r ; ; ; F , - - « - 2 0 - 3 1 2 6 2 7 THIS DOCUMl:t/T CONTfuN5 INFORMATION l l E L E V A l l T T O T H E N E C E S S A A Y S T R . U C l l J R O L M e E t ~ ~ ~ ~ ~ l ~ ~ ~ 2 r \ f ~ u ' i f f i ~ E J ~ ~ ~ ~ i ~ O F W f f @ ' . § ~ @ ~ . ~ • . . ,! ~~'1m,r01nMi~J,Nf.l:~~i'. m ~ ~ 1 & , ~ f ~ ~ ~ k s m . . s O R F 0 1 t ~ ' 1 . A H i . R B ' O R T S . & . I I I E S O I . A C E S S C A . 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E X T E R I O R E L E V SEE SHEETS 14, 15 & 16 TYPICAL NON-END R E T E N T I O N SINGLE SPAN SHU T T E R CD ~~ITH MULLIONS) E X T E R I O R E L E V ! i : " ' u J I a : ~ : : : , I V ) X " ' > : ~ ~ ~ - - - 8 . / E X I S T I N G H O S T / S T R U C T U R E , B Y _ , , , r O T H E R S ( S E E 0 S C H E D U L E S F O R / O P T I O N S ) ~ ~ / N , T . S , E X T E R I O R E L E V S E E S H E E T S 1 4 , 1 5 & 1 6 M A X M U L L I O N S P A O N G M A X M U L L I O N S P A S C H E D U L E S ) T Y P I C A L N O N - E N D R E T E N T I O N S I N G L E S P A N S H U T T E R ( W I T H M U L L I O N S & S T O R M B A R S ) N . T . S . 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(2) 2"X4" STUDS EACH SIDE OF OPENING ANCHOR (SEE----+~ SCHEDULE) I E N D R E T E N T I O N ( E R ) S H U T T E R A T T A C H M E N T O P T I O N T O W O O D F R A M I N G MAX SLAT S P A N ( S E E S C H E D U L E ) N O T E F O R D E T A I L 2 : E X I S T I N G H O S T S T R U C T U R E , B Y O T H E R S ( S E E S C H E D U L E S F O R O P T I O N S ) ! - W O O D F R A M E W A L L T O B E S T R I C T L Y B U I L T I N A C C O R D A N C E W I T H S P E C S G I V E N O N D E T A I L 1 A N D P R O V I S I O N S F R O M C H A P T E R 2 3 O f T H E F L O R I D A B U I L D I N G C O D E . M I N I M U M L E N G T H O F W A L L A T E I T H E R S I D E O F O P E N I N G S H A L L B E 3 3 " . 2 - V A L I D O N L Y 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 T U D S W / ( G = 0 . 4 6 M I N . S T R U C T U R E S ) TYPICAL S I N G L E U N I T ELEVATI O N T O W O O D F R A M I N G N.T.S. E X T E R I O R E L E V S E C T I O N S 0 - 0 E N D R E T E N T I O N S Y S T E M I N S T A L L A T I O N I N T O W O O D F R A M E S T R U C T U R E S M I N . 1 / 2 " N O M I N A L P L Y W O O D O R 1 / 2 " N O M I N A L O . S . B . ( T Y P ) . A N C H O R ( S E E S C H E D U L E ) - - - - - - - - - - - - - - - 7 - r - - - ' \ . / ' \ / \ / ' / · , / ' Q ! J A L I F I E S W A L L M O U N T ; { / B U J U ; l - O U T I N S T A L L A ' ( J 6 N S / I / \ I · , / \ \ \ / X \ / \ / \ / \ / ' \ \ \ \ \ \ , , l I / / / , . . - : : , / / / 1 / , 1 / h / 1 / , / / E X I S I T N G B U I L D I N G W O O D F R A M I N G N . T . S . E X T E R I O R E L E V f - I " ' l i l I " ' z z i l ' 0 > < ~ ; - ; . . . t ; : ~ I - ' - ' < ( ; , > < < ( , : 9 C X > M I N I M U M Y , " N O M I N A L P L Y W O O D O R Y , " N O M I N A L O . S . B . , A N D ( 2 ) 2 " X 4 " W O O D S T U D S ( T Y P . E A . S I D E ) M I N . ( 2 ) 2 " X 4 " S T U D S E A C H S I D E O F O P E N I N G Y 4 " 0 X l " H E X H E A D T E K S C R E W S @ 4 " 0 . C . S L A T S P A N S C H E D U L E T O W O O D F R A M I N G M A X A . S . D . D E S I G N M A X . S L A T # 1 M A X . S L A T # 3 P R E S S U R E ( P S F ) S P A N ( C L O S E D ) S P A N ( O P E N ) + / - 3 0 . 0 1 4 4 " 1 0 0 " + 1 - 4 0 . 0 1 2 0 " 1 0 0 " + / - 4 5 . 0 1 0 8 " 1 0 0 " + / - 5 5 . 0 9 6 " 1 0 0 " W O O O F R A M I N G S P A N S C H E D U L E N O T E S ( O P E N & C L O S E D S L A T S ) : S L A T S P A N I S D E F I N E D A S T H E D I S T A N C E B E T W E E N R A I L S F O R S I N G L E S P A N A S S E M B L I E S . L I N E A R I N T E R P O L A T I O N B E T W E E N S H U T T E R S P A N S I S N O T P E R M I T T E D . F O R S P A N S B E T W E E N T H O S E I N D I C A T E D A B O V E , T H E D E S I G N P R E S S U R E S F O R T H E N E X T H I G H E R S P A N S H A L L B E U S E D . G L A S S S E P A R A T I O N ( I F R E Q U I R E D B Y L O C A L J U R I S D I C T I O N ) S H A L L B E D E T E R M I N E D F R O M T H E G L A S S S E P A R A T I O N S S C H E D U L E S O N S H E E T 1 , O T H E R W I S E U S E G L A S S S E P A R A T I O N = 1 . 0 " M I N . . WALL MOUl ' J T B U I L D - O U T M O U N T N.T.S. EXTERIOR E L E V N . T . S . E X T E R I O R E L E V F R A N K B E N N A R O O , P E P E # 0 0 4 6 5 4 9 C A I 9 8 8 5 B < D N z ; : : f [ < , . W l ' l ~ : , : + " ' 1 - s w : . , ~ : i i i I . . w ; L ~ ~ £ , ~ Z i ~ ~ U - \ 1 ~ ( 1 ! { j l ! < ( ~ i ~ ! ; l z , ~ . c c l l ; i 5 a ! H . J ' l " ' " ' O l ' l l l : J 8 ~ L i 1 . . . J i z ~ ~ i u o : : J ! ! l O u " ' ~ ~ z - : c 0 U ) ~ w ~ 0 i i l r l 0 . . . . : : , ' " ~ L ~ : c N . . . I < : < ( C r " ' I 0 : : , ! ' . I l / l ~ i i ! : : I : : . r 5 ! £ . ! . ~ ~ l n i ! ! ~ " ' i n ! H I M 8 : . . c : : : : \ 0 n . - I - t ; L U ~ m : 5 : : , 5 : t ; 0 i : c z V l 0 z z d ! J < C " ' u w c i 2 E L U E ~ $ < C C O P ~ P . ! G H T E N G I N E E P . . t t l G E X P R E S S 1 1 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O l E O 7 l 9 (D END RETENTIO N ( E R ) S H U T r E R A T T A C H M E N T O P T I O N T O W O O D F R A M I N G EXISTING WOOD TRUSSES OR RAFTER BY OTHERS (2) 2"X4" MIN. CONT. WOOD---~ HEADER REQUIRED EDGE OF OPENING ____ ; H O U S I N G EXISTING GLASS------+--af----1 (BEYOND) 1 3 w r ® ( T Y P . ) @ E V E R Y O T H E R S L A T (2) 2"X4" MIN. CONT. WOOD STUD @ 16" O.C. MAX. ---+--J REQUIRED 2"X4" MIN. CONT. WOOD BOTTOM ----,--+-~ PLATE REQUIRED . ., W A L L F I N I S H I N T E R I O R / E X T E R I O R ' M I N . S E P A R A T I O N + - - - - + - t - ! t + + - - T O G L A S S ( S E E S C H E D U L E S ) W A L L F I N I S H E X I S T I N G W O O D D E C K O R C O N C R E T E S L A B R E Q U I R E D W A L L M O U N T N . T . S . S E C T I O N V I E W I - I C J w I " ' ~ I U ) X ~ ~ E D G E , ( I F A P P L I C A B L E ) E X I S T I N G W O O D T R U S S E S O R R A F T E R B Y O T H E R S Y , " 0 M A X I S E T W / 2 ~ " M I N . P E N E T R A T I O N @ 2 4 " O . C . T O T R U S S E S / R A F T E R S ( O P T I O N A L _ _ _ _ _ T O W A L L A T T A C H M E N T ) ~ E D G E O F O P E N I N G E X I S T I N G G L A S S - - - + - - + - - - - ! ( B E Y O N D ) ~ ( 2 ) 2 " X 4 " M I N . : , : C O N T . W O O D S T U D : J @ 1 6 " O . C . M A X . ~ R E Q U I R E D ~ , : 9 ( D 2 " X 4 " M I N . C O N T . W O O D B O T T O M P L A T E R E Q U I R E D · . , 2 " M A X . Y , " 0 X ¾ " I T W B U I L D E X T E K S C R E W S @ 2 4 " O . C . 1 3 w r ® ( T Y P . ) @ E V E R Y O T H E R S L A T W A L L F I N I S H I N T E R I O R / E X T E R I O R ' M I N . S E P A R A T I O N T O G L A S S ( S E E S C H E D U L E S ) S E E A N C H O R S C H E D U L E S E X I S T I N G W O O D D E C K O R C O N C R E T E S L A B R E Q U I R E D I - I C J w I " ' ~ I U ) X . , , : " ' r o E D G E , ( I F A P P L I C A B L E ) B U I L D - O U T M O U N T N . T . S . S E C T I O N V I E W * W H E N R E V E R S E M O U N T E D A D D 1 " O F G L A S S S E P A R A T I O N P E R " G L A S S S E P A R A T I O N S C H E D U L E " O N S H E E T 1 F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 z 6 c 2 L U : : . : : < ( C O P ' f f ' . ! G H T E N G I N E E l ' t ! N G E X P R E S ~ 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D : i l $ 8 END RETE N T I O N ( E R ) S H U T T E R A T T A C H M E N T O P T I O N T O C O N C R E T E , C M U , A L U M I N U M O R W O O D EXTERIOR/ INTERIOR* }~" x 11<i" TAPCON @ 2 4 " O . C . \ ¼ " X 1 ? ' 4 1 1 T A P C O N @ 2 4 " o . c . EXISTING H O S T STRUCTUR E , B Y O T H E R S (SEE SCHE D U L E S F O R OPTIONS) ~ - , f - - ~ ~ f - ' - / ~ / ~ · ~ • 4 " L / L ' , L • / L / L . 4 - L . L 1 - J : ~ =-----~--- J : " ' ~-----•~~--- ~ J : < n i A N C H O R S ( S E E S C H E D U L E S ) ) v 0 E X I S T I N G H O S T S T R U C T U R E , B Y O T H E R S ( S E E S C H E D U L E S F O R O P T I O N S ) J 1 - - - - @ ) o R @ / ¼ " 0 X f . : i ' ' I T W / / B U I L D E X T E K / S C R E W S @ 2 4 " o . c . H O U S I N G , S E E _ _ _ _ H O U S I N G N O T E S * W H E N R E V E R S E M O U N T E D A D D 1 " O F G L A S S S E P A R A T I O N P E R " G L A S S S E P A R A T I O N S C H E D U L E " O N S H E E T 1 WALL MOUNT I N S I D E T R A P P E D M O U N T B U I L D - O U T M O U N T N.T.S. SECTION VI E W N . T . S . S E C T I O N V I E W N . T . S . S E C T I O N V I E W HOUSING NOTES: 1. HOUSING (0.040" THICK ALUM, 3105-H14 M I N ) 2. END CAP (CAST ALUM, SHALL BE CAPABLE O F S U P P O R T I N G S L A T A N D L I F T M E C H A N I S M W E I G H T ) 3. 'lis'' ALUM POP RIVETS (& TOTAL PER SID E C A P , 2 A T T O , 2 A T R E A R , 2 A T B O T T O M ) 4. HOOD HAS BEEN TESTED FOR IMPACT/ C Y C L I N G A N D M A Y B E I N S T A L L E D W I T H I N O P E N I N G F R A N K B E N N A A O O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 6 c 2 w : : ; ; : < C C O P Y P - I G H f E N G ! N E E R I N G E X M E S s f l 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D END RETENTION (ER)SHU T T E R A T T A C H M E N T O P T I O N T O C O N C R E T E , C M U , S T E E L , A L U M I N U M O R W O O D ANCHORS (SEE SHEET 1) AND SEE SCHEDULE FOR SPACING WA L L M O U N T 10 N.T.S. S E C T I O N V I E W I N S I D E T R A P P E D M O U N T EXISTING HOST STRUCTURE, BY OTHERS (SEE ~ SCHEDULES FOR " OPTIONS) " , ~ .::, Oo w~ zU -tll ,:~ L N . T . S . I I ) ~ " 0 X l " H E X H E A D T E K S C R E W S @ 4 " o . c . 1 1 / ~ I 1 , - / O P T I O N A L I I I I _ _ _ _ _ _ J I _ _ _ _ _ _ _ J I N S I D E / T R A P P E D M O U N T R E V E R S E D N . T . S . S E C T I O N V I E W S E C T I O N V I E W 0 0 ~ L E Q Y , " 0 X 1 " H E X H E A D T E K S C R E W S @ 4 " o . c . N . T . S . S E C T I O N V I E W E X I S T I N G H O S T S T R U C T U R E , B Y O T H E R S ( S E E S C H E D U L E S F O R O P T I O N S ) @ : ' ~ ( S L A T Q ) ) I ( S L A T ( l ) ) F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 4 9 C A t 9 8 8 5 C O P 1 ' P . \ G H T E N G 1 N E E f l l U G E X P R E 5 s " 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D ,,---_ I I I I I I I I I I END RETE N T I O N ( E R ) S H U T T E R A T T A C H M E N T O P T I O N T O A L U M I N U M M U L L I O N S Y4" 0 X 1 " HEX H E A D TEK S C R E W S @ 4" o . c . t - - - - - - M U L L I O N S - - - - - - < S E E M U L L I O N S C H E D U L E S F O R M U L L I O N O P T I O N S ½ " 0 X 1 " H E X H E A D T E K S C R E W S @ 4 " o . c . FA C E M O U N T E N D M U L L I O N S E C T I O N V I E W 1 3 f - - - - - - - - - - - - - - M U L L I O N S - - - - - - - - - - < O P ~ , - - - - - I , - - - - - 1 I Y . i " 0 x 1 " H E X I I s c ~ ~ i ; E 4 ~ - - , - - : , 1 - - - , - - - - - - J : l l D I D o . c . I I 2 F A C E M O U N T E N D M U L L I O N 1 1 N . T . S . O R I E N T A T I O N # 2 F A C E M O U N T E N D M U L L I O N A N A L - - - - - 7 - - - - - 7 1 I I I I I I ½ " 0 x 1 " H E X c m 1 m f - - , - - - - - , - - - ; 1 - ~ ~ : ~ ; ~ ~ 4 . . I I o . c . 4 T R A P P E D M O U N T FACE MOU N T I N T . M U L L I O N ) 1 1 N . T . S . S E C T I O N V I E W N.T.S. S E C T I O N V I E W F R A N K S E N N A R O O , P E P E # 0 0 1 6 5 1 9 C A # 9 8 8 5 C O P ' f f ! I G H T E N G I N E E f ! I N G E X P R E S ~ 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D NON-EN D R E T E N T I O N ( I \ J E R ) S H U T T E R A T T A C H M E N T T O H O S T S T R U C T U R E ANCHORS ( SEE SCHEDULE ON THIS SHEET) WALL M O U N T N .T .5. S E C T I O N V I E W 1/4" ITW T A P C O N TO CONC: 1 - 3 / 4 " E M B E D . , 2 - 1 / 2 " M I N E . D . ANCHOR TYPE 1 TO GROUT - F I L L E D B L O C K : 1 - 3 / 4 " E M B E D . , 2 - 1 / 2 " M I N E . D . TO HOLLO W B L O C K : 1 - 1 / 4 " E M B E D . , 2 - 1 / 2 " M I N E . D . TO WOOD: l - 1 / 2 " T H R E A D P E N E T R A T I O N , 3 / 4 " M I N E . D . 1/4" ELCO / D E W A L T U L T R A C O N TO CONC: 1 - 3 / 4 " [ M B E D . , 2 - 1 / 2 " M I N [ . D . ANCHOR TYPE 2 TO GROUT - F I L L E D B L O C K : 1 - 3 / 4 " E M B E D . , 2 - 1 / 2 " M I N E . D . TO HOLLO W B L O C I < : 1 - 1 / 4 " E M B E D . , 2 - 1 / 2 " M I N E . D . TO WOOD : 1 - 1 / 2 " T H R E A D P E N E T R A T I O N , 3 / 4 " M I N E . D . ANCHOR TYP[ 3 1/4" LAG O R W O O D S C R E W TO WOOD : 1 - 1 / 2 " T H R E A D P E N E T R A T I O N , 3 / 4 " M I N E . D . ANCHOR SPACING SCHEDULE (U P T O + / - 6 8 P S F ) A N C H O R T Y P E HOST SUBSTRATE 1 2 3 3.01(51 MIN. CONCRETE 6" 6 " N / A GROUT-FILLED CMU BLOCK 6" 6 " N / A HOLLOW CMU BLOCK 5" 5 " N / A WOOD (G =0.55 MIN.) 4-1/4" 4 - 1 / 4 " 4 - 1 / 4 " ANCHOR SPACING SCHEDULE(>+/-6 8 P S F T O + / - l O O P S F ) A N C H O R T Y P E HOST SUBSTRATE 2 3 3.01<51 MIN.CONCRETE 6" 6 " N / A GROUT-FILLED CMU BLOCK 5" 5 " N / A HOLLOW CMU BLOCK 4" 4 " N / A WOOD (G =0.55 MIN.) 4-1/4" 4 - 1 / 4 " 4 - 1 / 4 " 2 I N S I D E T R A P P E D M O U N T 1 2 N . T . S . S E C T I O N V I E W " A T T A C H M E N T M A Y B E R E V E R S E D A S A E L D C O N D I T I O N S D I C T A T E 1 " X 3 " X l " , 2 " X 3 " X [ " , 3 " X 3 " X ! " O R 3 " X 4 " X j " _ / C O N T . A L U M B U I L D - O U T T U B E . L O N G S I D E O F T U B E S H A L L A T T A C H T O H O S T W A L L , T Y P . E X I S T I N G H O S T S T R U C T U R E , B Y O T H E R S ( S E E S C H E D U L E S O N T H I S S H E E T ) . / ~ I ~ . E ) ) y f . / . ( S . E i 1 / § c M E D . W 7 E ' . 1 / o i - ' r l j i ~ . ~ y i · / / . · / / . · / . _ · . . · . / / · / ; . . · / / · / / / ' B U I L D - O U T M O U N T N . T . S . S E C T I O N V I E W F R A N K B E N N A A D O , P E P E # 0 0 4 & 5 4 g C A # 9 8 8 5 6 i : i 2 L U : E < C C O P Y r . ! G H T E N ' . i l N E E R [ N G E X P R E S ~ 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D 3 NON - E N D R E T E N T I O N ( N E R ) S H U T T E R A T T A C H M E N T T O M U L L I O N S 1/2" MAX GAP > " X ~ " T E K S / ~ S C R E W S A T / " 6 " o . c . ¼ " X 3 " T E K S r S C R E W S A T 6 " o . c . 1 / 2 " M A X H G A P F A C E M O U N T E N D M U L L I O N 2 F A C E M O U N T I N T . M U L L I O N N . T . S . S E C T I O N V I E W 1 3 N . T . S . = = = = = = / 1 / 2 " M A X G A P / ~ 2 I N S I D E / T R A P P E D M O U N T 1 3 N . T . S . S E C T I O N V I E W " A T T A C H M E N T M A Y B E R E V E R S E D A S F I E L D C O N D I T I O N S D I C T A T E S E C T I O N V I E W F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 1 9 C A # 9 8 8 5 C O P Y r . l G H T E N G m E E r . i u G E X P R E S ~ 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D NO N - E I \ I D R E T E N T I O N ( I \ I E R ) S H U T T E R A T T A C H M E N T O P T I O N T O H O S T S T R U C T U R E llf----+--S:~ Jl E N D C A P F O R C A S E S W I T H O U T H E A D E R 3 . 0 K S ! M I N C O N C . O R G R O U T F I L L E D C M U G L A S S S E P A R A T I O N S E E S C H E D U L E NER CEILING/FLOOR M O U N T WITH STORM BARS N.T.S. 3.0 KS! MIN CONC. OR1 GROUT FILLED CMU '/// . ,..½', ,/",,// / <-~ / / / . (2) )"X~" TEKS / SCREWS EACH-/ SIDE S E C T I O N V I E W ED G E O F W A L L N . T . S . \ 2" X S " ( M A X ) X i ' ° A L U M A N G L E E A C H \ ~; g ~ R : ~ T ~ ~ ~ Z . O o ~ ' i i : o i : . L ~ L L E D \~CM U ) W / ( 2 ) i i ; T A P C O N X L A N C H O R S (O R E Q U I V . ) W / 2 j " E M B E D , SP A O N G A N D E D G E D I S T . A S FIXED STORM BARSHO W N . ATTACHMENT TO W A L L N.T.S. SECTION VIE W I + - - - - - , - - - ! / ~ S E C T I O N V I E W / E N D C A P F O R C A S E S W I T H O U T H E A D E R I j " X l ~ " X i " A L U M A N G L E E A C H S I D E A T T A C H E A C H L E G W / ( 2 ) l " X ; j " T E K S S C R E W S 2 " X S " ( M A X ) X ¼ ' ° C O N T . A L U M A N G L E E A C H S I D E . A T T A C H T O H O S T W A L L ( P O U R E D C O N C . O R G R O U T - A L L E D C M U ) W / C L U S T E R O F ( 4 ) ~ T A P C O N X L A N C H O R S ( O R E Q U I V . ) W / 2 " E M B E D W / S P A O N G A N D E D G E D I S T . A S S H O W N . R E M A I N I N G A N C H O R S S H A L L B E l " I T W T A P C O N W / 1 3 " E M B E D S P A C E D A T 1 2 " O . C . ~ r = = = = 1 ~ ~ ~ ~ - ~ r = : 7 ~ o [ ' ' o o o . . o , ~ 1 2 " i = 1 2 " ~ 4 " = - - l = 4 " = - - l = 4 " £ ~ 2 " - A L T . S T O R M B A R W A L L M O U N T C O N N . N . T . S . S E C T I O N V I E W ~ ~ , , - - - { ~ 1 j " X l j " X t ' ° A L U M - - - · - - - A N G L E E A C H S I D E . F O R I N S T A L L A T I O N T O C O N C . , U S E ( I ) ~ H I L T ! K W I K B O L T 3 ( O R E Q U I V ) A T C E N T E R O F A N G L E W / 2 , " E M B E D A N D 3 " M I N E . D . F O R I N S T A L L A T I O N I N T O H E A D E R S , U S E ( 2 ) ¼ ' ° X ~ " T E K S S C R E W S E A C H S I D E / ~ 3 . 0 K S ! M I N C O N C . O R / / G R O U T F I L L E D / / C M L I - - - - - - - - ' A T T A C H E A C H A N G L E - , T O S T O R M B A R W / ( 2 ) a " X 3 " T E K S S C R E W S ~ A J ' j ' ~ _ Q ) , ' E Q j / P T O + / - S O P S F ) , - - - ~ = = = r i - , , - - ~ 0 [ O J 0 ( 2 ) a " X ; j " T E K S , . . , j i , l r - - A - - t - - s c R E W S E A C H S I D E A L T . S T O R M B A R W A L L M O U N T C O N N . F I X E D S T O R M B A R A T T A C H M E N T N . T . S . S E C T I O N V I E W 1 ~ " X l ! " X ° § " A L U M A N G L E E A C H S I D E . A T T A C H E A C H A N G L E T O S T O R M B A R W / ( 2 ) J . " X ; j " T E K S S C R E W S 0 [ O J 0 ( 2 ) l " - 2 0 5 5 M . S . W / _ / f , " X : t , " W I N G N U T F O R I N S T A L L A T I O N T O C O N C . , U S E ( 1 ) j " C A L K - I N A N C H O R W / 1 l " E M B E D A N D 3 " M I N E . D . F O R I N S T A L L A T I O N I N T O H E A D E R S , U S E ( 2 ) a " X ; j " T E K S S C R E W S E A C H S I D E , ~ R O _ V E D U P T O + 1 - ~ _ f ) R E M O V A B L E S T O R M B A R A T T A C H M E N T N . T . S . S E C T I O N V I E W N . T . S . S E C T I O N V I E W 1 ~ " X 1 ! " X 3 3 " X § " A L U M A N G L E E A C H S I D E . A T T A C H T O H O S T - W / ( 1 ) ~ " H I L T ! K W ! K B O L T 3 ( O R E Q U I V ) W / 2 j " E M B E D F I X E D S T O R M B A R A T T A C H M E N T N . T . S . S E C T I O N V I E W F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 u " ' ~ ~ z - , : 0 < I ) § w ~ u ~ 0 . . . : : : , e n 0 : c ~ < i ~ 0 . . : : : , e n - l ' l i I ~ 0 ~ ~ £ , ! , " ' t n i l l 1 1 ; . . \ J . . , ~ ~ e n ~ s ~ ~ c : : ~ f ~ " ' w . . , . ~ : 5 I = 3 : ~ : : : : , ~ : : c : e n 0 z z d ! I 6 " ' w c 2 E w E : : ; ; : ~ < C ~ ' " ~ ~ . . ~ " ' & : . . l : i : : : , C i i ! . . C O ~ Y l ' . I G " I T E N G ! N E E l l ! N G E X P P E S ~ 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D ~ ::, fil 0 V) ~ 1-NON-EN D R E T E N T I O N ( N E R ) S H U T T E R A T T A C H M E N T O P T I O N T O H O S T S T R U C T U R E ( C O N T ' D ) F R A N K B E N N A R O O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 f.i X i?.i 3_0 KS! MIN---; TAPCON@ 12"\ CONC. \ O.C. \ />{// /' E N D C A P F O R C A S E S W I T H O U T H E A D E R # l O X ! " T E K S ---+t- - ~ S C R E W S A T 6 " o . c . 3 . 0 K S ! M I N C O N C . O R - G R O U T F I L L E D C M U / ' / / / E N D C A P # l O X l " T E K S - - - - 1 , - c ~ s c R E W S A T 6 " o . c . " - - @ ~ C W } ) 1 j " x 1 ; " x b " A L U M A N G L E E A C H S I D E . A T T A C H E A C H L E G W / ( 2 ) j " X a " T E K S S C R E W S F l 2 " X S " ( M A X ) X j " C O N T . A L U M A N G L E E A C H S I D E . A T T A C H T O H O S T W A L L ( P O U R E D C O N C . O R G R O U T - F I L L E D C M U ) W / C L U S T E R O F ( 4 ) t ° H I L T ! K W I K B O L T 3 A N C H O R S ( O R E Q U I V . ) W / 2 j " E M B E D W / S P A C I N G A N D E D G E D I S T . A S S H O W N . R E M A I N I N G A N C H O R S S H A L L B E ¼ " I T W T A P C O N W / 1 a " _ . _ E M B E D S P A C E D A T 1 2 " O . C . ~ ~ 0 0 ~ r : l , ~ : 2 " - i = : 1 2 " 4 " = - - i = 4 " = - - i = 4 " 1 ~ 2 " ~ A L T . S T O R M B A R W A L L M O U N T C O I \ I N . S E C T I O N V I E W ~ : 1 ~ i ~ i t , ! ' 1 I : w ~ ~ , ~ U l · < o : : , - ' : t l l l w } t 1 : t c n ~ ~ r Z { I , O , : c i g l : I : t i l " w u . , , G ~ : / ! ; : ! : C ; / i ; : ; ~ z g l f i ' : 5 " ' ~ : l ! B J J ~ ' l 8 ~ 9 : ? i i g l ~ P I F O R I N S T A L L A T I O N T O C O N C . , U S E 0 w ( 2 ) j H I L T ! K W I K B O L T 3 ( O R E Q U I V ) ~ O :c EXISTING _ . . . . . . . , . . - - - @ ) 2 " X 2 " X 6 " A L U M A N G L E A T C E N T E R O F A N G L E W / 2 ½ " l - ' ' i = " - - . . - - - - - 1 E M B E D A N D 3 " M I N E . D . F O R ~ ~ ° ' ~ - ~ - - - ~ + - - - 7 ' f - - . , , - E A C H S I D E . A T T A C H ~ GLASS :r: E A C H A N G L E T O S T O R M B A R W / ( 2 ) ¾ i " X i " T E K S S C R E W S I N S T A L L A T I O N I N T O H E A D E R S , U S E . , _ . "' ;;I G L A S S ( 2 ) a " - 1 6 5 5 M A C H I N E S C R E W S Z : r : E A C H S I D E ( A P P R O V E D U P T O + / c O ~ ::,: i5 GLASS S E P A R A T I O N + - - - - - - + - - - l • l ! I S E E S C H E D U L E ~ S O P S F ) ~ z ~ t § i t,j SEPARATION ~--+----Im x SEE SCHEDULE Ut-----+----i'A,l \ >'. L -_-_, -'/\--,,L,-__,, _____ ~~ ~ - I H - - - - + - - - - < ~ • l l l - - t - - - - - f - 1 i p - - - - - - - - - - - 3 . 0 K S ! M I N , C O N C . O R . # / G R O U T F I L L E D _ / f ' / / C M U - - A L T . S T O R M B A R W A L L M O U N T C O N N . . / R t t - - - t l t - - - - t + R , - / 6 ( 2 ) ~ " 5 5 T H R U B O L T S F I X E D S T O R M B A R A T T A C H M E N T 3 0 KS! MJN-"--,L/ / / . CONC. / / // , NER CEILING/FLOO R M O U N T WITH STORM BARS 15 N.T.S. S E C T I O N V I E W E D G E O F W A L L N . T . S . A T T A C H C L I P T O S T O R M B A R W / ( 2 ) a r ' C J . . U l _ ~ - ~ 1 " X , l " T E K S S C R E W S ✓ I P E R S I D E • 2 " X S " ( M A X ) X f ' A L U M ~ A N G L E E A C H S I D E . 0 J _ A T T A C H T O H O S T W A L L ( P O U R E D C O N C . " - O R G R O U T - F I L L E D 3 . 0 K S ! M I N C O N C . O R - - - " . _ _ C M U ) W / ( 2 ) , l , G R O U T F I L L E D C M U 1 / / / T A P C O N X L A N C H O R S N E R W A L L M O U N T ( O R E Q U I V . ) W / 2 l " E M B E D , S P A C I N G A N D W I T H S T O R M B A R S E D G E D I S T . A S t - - - - t - - - - - - - - - - - - - S H O W N . 1 5 N . T . S . S E C T I O N V I E W S E C T I O N V I E W N . T . S . 2 ' ' X 2 " X § " A L U M A N G L E E A C H S I D E . A T T A C H E A C H A N G L E T O 7 S T O R M B A R W / ( 2 ) j " X a " T E K S S C R E W S F O R I N S T A L L A T I O N T O C O N C . , U S E ( 2 ) j " C A L K - I N A N C H O R W / 1 l " E M B E D A N D 3 " M I N E . D . F O R I N S T A L L A T I O N I N T O H E A D E R S , U S E ( 2 ) 3 " - 1 6 5 5 M A C H I N E S C R E W S E A C H S I D E ~ A P P R O V E D U P T O + / - B O P S F ) S E C T I O N V I E W 1 f ' X l ! " X 3 ! " X § " A L U M A N G L E E A C H S I D E . A T T A C H T O H O S T ~ W / ( 1 ) t " H ! L T I K W I K B O L T • 1 / ( O R E Q U I V ) W / 2 j " E M B E D ~ l © l c i C 4 H " F - - - - - - - [ B O L T S S T H R U \ 2 " X S " ( M A X ) X j " A L U M A N G L E E A C H ( 2 ) j " 5 5 T H R U B O L T S _ / - - - L E D G E O F W A L L S I D E . A T T A C H T O H O S T W A L L \ ( P O U R E D C O N C . O R G R O U T - F I L L E D _C M U ) W / ( 2 ) t a T A P C O N X L A N C H O R S ( O R E Q U I V . ) W / 2 } " E M B E D , S P A C I N G A N D E D G E D I S T . A S FIXED STORM BARS H O W N . ATTACHMENT TO W A L L N.T.S. SECTION VI E W R E M O V A B L E S T O R M F I X E D S T O R M B A R B A R A T T A C H M E N T 1 A T T A C H M E N T 1 5 N . T . S . S E C T ! O N V I E W 1 - - - - t - - - - - - - - - - - - - 1 5 N . T . S . S E C T I O N V I E W 0 . . . . : : , m ~ ; : : < e ' 5 ~ 0 ~ e n - l ! l i c * 0 f f i ~ f i . ! t : t ; : ; 1 ! ' . ! ~ £ i i ; i : . ! ; ; ; ; I ! ! a : : ~ ~ e " ' w v j : 5 I = ; i : ~ = > ' l ' : : : c z e n l i z " ' 5 f f i c 2 E ~ ~ < C C O P Y P . . I G H T E N G I N E E R I N G E X P R E S s " 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D 8 ~ ::, fil :,: &l ~ I-:,: iii :,: °' ;ii i;i 0 lii X <( :e: ! NON-EN D R E T E N T I O N ( I \ I E R ) S H U T T E R A T T A C H M E N T O P T I O N T O H O S T S T R U C T U R E ( C O N T ' D ) V./ X lf'4" TAPCON@ 12'.------, 3.0KSIMI~ CONC. ', 3/4"1 t-o.c. TYP EXISTING_./ GLASS GLASS SEPARATION SEE SCHEDULE (2) .!" SS THRU BOLTS (TYP. TOPJ'\ & BOTTOM) I \ E N D C A P I / 3"X 3 " X ~ " X 3 " L O N G ( 6 0 6 1 - T G O R 6 0 0 5 - T 5 ) L__ ALU M A N G L E F O R S I N G L E S P A N H E A D E R S AN D 3 " X 3 " X ~ " X 6 " L O N G ( 6 0 6 1 - T G O R 600 5 - T 5 ) A N G L E F O R M U L T I S P A N HEA D E R S . A T T A C H W / ( 1 ) 1 " S S T H R U BOL T T O M U L L I O N T H R O U G H S I D E R A I L AT S I N G L E S P A N H E A D E R S A N D ( 2 ) 1 " S S THR U B O L T T O M U L L I O N T H R O U G H S I D E RAI L A T M U L T I S P A N H E A D E R S G) NER CEILING/FLOO R M O U N T 1 WITH MULLIONS N.T.S. S E C T I O N V I E W 3 . 0 K S ! M I N C O N C . O R - G R O U T F I L L E D C M U 1 / j / / 4 . 5 " E . D . 1 . 0 " M I N 0 ! ~ - - - - . I - - - - - - . . . . . . 2 " X M U L L I O N ' S D E P T H X t " C O N T . A L U M T U B E W / 2 " X 2 " X i " X 2 " L O N G A L U M A N G L E T O M U L L I O N W / ( 3 ) j " X 1 " T E K S S C R E W S E A C H L E G ( T Y P . T O P & B O T T O M ) E N D C A P E X I S T I N G / , / 1 G L A S S _ ! - , ; ~ - - ~ = 1 6 N . T . S . ~ , , - - ~ ~ = I I I I m - - - - - - < M : I J ) I - - ® I 2 " X 2 " X ~ " X 6 " L O N G ( 6 0 6 1 - T G O R 6 0 0 5 - T 5 ) A L U M A N G L E E A C H S I D E W / ( 2 ) 5 " H I L T ! K W I K - - . . . - . . . _ _ _ _ B O L T 3 ( O R E Q U I V ) A N C H O R S W / 2 ! " E M B E D . U S E ( 2 ) 5 " S S T H R U B O L T S T O M U L L I O N ( T Y P . T O P & B O T T O M ) S E C T I O N V I E W 3 . 0 K S I M I N C O N C . H O S T 3 . 0 K S I M I N C O N C . H O S T 1 6 1 6 0 - - - - - @ E N D C A P 3 " X 3 " X 5 " X 3 " L O N G ( 6 0 6 1 - T G O R 6 0 0 5 - T 5 ) A L U M A N G L E W / ( 6 ) j " X j " T E K S S C R E W S T O H E A D E R . A T T A C H T O H O S T W / ( 1 ) t H I L T ! K W I K B O L T 3 ( O R E Q U I V ) A N C H O R W / 4 " E M B E D A N D 5 " E . D . ( A P P L I C A B L E F O R B U I L D O U T M O U N T A S W E L L ) N E R W A L L M O U N T A L T E R N A T E O P T I O N 1 N . T . S . S E C T I O N V I E W ' F O R N O N M U L T I S P A N H E A D E R S - - - - - - - - - - - - - 1 I I I I I I I - ~ / ' \ _ E N D C A P B E Y O N D ' - / r i ~ ~ . . . . ( 2 ) 2 " X 4 " X j " X 9 " L O N G A L U M A N G L E S W / ( 4 ) a " S S T H R U B O L T S T H R O U G H H E A D E R A N D A N G L E S A N D ( 4 ) ~ " H I L T ! K W ! K B O L T 3 ( O R E Q U I V ) A N C H O R S ( 2 P E R A N G L E ) W / 3 " E M B E D S P A C E D A T 7 " A P A R T N E R H E A D E R E N D M O U N T F O R M U L T I S P A N H E A D E R S N . T . S . S E C T I O N V I E W F R A N K B f N N A R D O , P E P E # 0 0 4 6 5 4 9 C A f 9 8 a 5 C O P Y R I G H T E N G l N E E R [ t / G E X P R E S s « I 2 0 - 3 1 2 6 2 S C A L E : H T S U N L E S S N O T E D I F R A N K B f N N A R D O , P E . . . . I NO N - E N D R E T E N T I O N ( N E R ) S H U T T E R S T O R M B A R , H E A D E R & M U L L I O N S C H E D U L E S P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 / ; ; ; ; ~ ~ i d \ ~ STORM BAR SPAN SCHED U L E TYPE 1 STORM BAR © TYPE : Z S I D R M B A R @ T Y P E 3 5 T O R M B A R © T Y P E 4 5 T O R M D A R ® T Y P E S S T O R M B A R t : 6 ) ' Maxlmm 2"x2"x 1/4" 2" X 3 " X 1 / 8 " 2 " X 4 " X l / 8 " 2 " X 4 " X . 2 5 0 " ( 2 ) 2 " < 4 " < . 2 5 0 " 1 3 Design • STORM BAR SPACING • STOR M B A R S P A C I N G • S T O R M B A R S P A C I N G • S T O R M B A R S P A C I N G • S f O R M B A R S P A C I N G u , N Pressure Rating <36" 36" -48" 48"-62" <36" 3 6 " - 4 8 " 4 8 " - 6 2 " < 3 6 " 3 6 " - 4 8 " 4 8 " - 6 2 " < 3 6 " 3 6 " - 4 8 " 4 8 " - 6 2 " < 3 6 " 3 6 " - 4 8 " 4 8 " - 6 2 " 2 ~ ; : , : 40 psf OR LESS q1" RS" 81" 96" I 9 3 " 8 3 " 1 7 0 " 1 1 4 " 1 0 2 ' ' 1 4 7 " 1 3 ] " 1 2 5 " 1 6 9 " 1 5 7 " 1 4 9 " a : 1 1 , i - - ~ : : i l i i s 45psf 89" 83" 76" 96" 8 8 " 7 9 " 1 1 9 " 1 0 7 ' ' 9 6 " 1 3 8 " 1 2 l l " 1 2 1 " 1 6 4 " 1 5 3 " 1 4 4 " ' : . . J ' W 1 - 1 . . J f f l . l l i d ' \ j ~ : ) I L ~ : a SOpsf 87" 81" 72" 96" 8 4 " 7 5 " 1 1 7 " 1 0 2 " 9 1 " 1 3 4 " 1 2 5 " 1 1 8 " 1 6 0 " 1 4 9 " 1 4 1 " 1 ~ , } j & ~ : c . . ' ° ' i ~ SSpsf 84" n" 69" 92" 8 0 " 6 6 " 1 1 2 " 9 7 " 8 7 ' 1 3 1 " 1 2 2 " 1 1 5 " 1 5 6 ' ' 1 - 1 5 " 1 3 7 " Z , t l ' ! w u ! @ . ~ 60psf 83" 74" 66" 88" 7 6 " 6 8 " 1 0 7 " 9 3 " 8 3 " 1 2 8 " 1 1 9 " 1 1 0 " 1 5 3 " 1 4 2 " 1 3 4 " ( ! i : 5 i i i ! ~ ~ h l l ~ 65asf 81" 71" 64" 85" 7 3 " 6 5 " 1 0 3 " 8 9 " 8 0 " 1 2 6 " 1 1 7 " 1 0 6 " 1 5 0 " 1 3 9 " 1 3 2 " 6 j ' - ' ; l i ' : 5 " ' f ~ ~ 70psf 79" 68" 61" 82" 7 1 " 6 3 " 9 9 ' ' 8 6 " 7 7 ' 1 2 4 " 1 1 4 " 1 0 2 " 1 4 7 " 1 3 7 " 1 2 9 " ' , 1 / i r N O c n u , ~ . . / Q . - 1 . . J . . , ~ I U 75psf 76" 66" 59" 79" 6 8 " 6 1 " 9 6 " 8 3 " 7 4 " 1 2 1 " 1 1 0 " 9 9 " 1 4 4 " 1 3 4 " 1 2 7 " , o ~ H f ~ 80psf 74" 64" 57' 76" 6 6 " 5 9 " 9 6 " 8 1 " 7 Z " 1 1 9 " 1 0 7 " 9 5 " 1 4 2 " 1 3 2 " l Z S " t n l l ] ~ 85Dsf 72" 62" 56" 74" 6 4 " 5 7 ' ' 9 0 " 7 8 " 7 0 " 1 1 8 " 1 0 3 " 9 3 " 1 4 0 " 1 3 0 " 1 2 3 " O w ,' 90psf 70" 60" "'1" Tl" 6 2 " ~ 6 " 8 8 " 7 6 " 6 8 " 1 1 6 " 1 0 1 " 9 0 " 1 3 8 " 1 2 8 " 1 2 1 " ~ C l : 9Spsf 68" 59" 53" 70" 6 1 " 5 4 " 8 5 " 7 4 " 6 6 " 1 1 3 " 9 8 " 8 8 " 1 3 6 " 1 2 7 ' ' 1 2 0 " lOOpsf 66" 57" 51" 68" 5 9 " 5 3 " 8 3 " 7 2 " 6 4 " 1 1 0 " 9 5 " 8 5 " 1 3 4 " 1 2 5 " 1 1 8 " u " ' ' NOTE: STORM BAR SPACING SHALL NOT EXCEE D M A X I M U M S L A T S P A N P E R S L A T S P A N S C H E D U L E ~ ~ z - : , : HEADER SPAN SCHEDULE 0 I l l § w z Maximm TYPE 1 HEADER TYPE 2 HEADE R ® T Y P E 3 H E A D E R ( D T Y P E 4 H E A D E R Q ) T Y P E 5 H E A D E R @ 1 5 2"<3"<]/8"® u ~ ~ A.S.O. Design 2"x4"xl/f5' 2 " x 4 " x 1 / 4 " 2 " X 6 " X 1 / 8 " " 2 " X 6 " X 1 / 4 " 0 ' " . . : : , N Pressure STORM DAR HEIGHT STORM BAR HEI G H T S T O R M B A R H E I G H T S T O R M D A R H E I G H T S T O R M B A R H E I G H T U ) 0 : , : 0 Rating (p.s.f.) 60" -84" <60" 60" -96" 9 6 " - 1 2 0 " 9 6 " - 1 2 0 " 1 2 0 " - 1 4 4 " 1 4 4 " - 1 6 8 " ~ ' 5 ~ 0 . . N <60" 9 6 " - 1 2 0 " < 1 2 " 7 2 " • 9 6 " 1 2 0 " • 1 4 4 • 1 4 4 " · 1 6 8 " < 7 2 " 7 2 " - 9 6 " 9 6 " • 1 2 0 " 1 2 0 " - 1 4 4 " 1 4 4 " - 1 6 8 " < 7 2 " 7 1 : ' . 9 6 " : : , : i ! 40psf OR LESS 119" 100" 146" 116" 1 0 4 " 1 7 8 " 1 5 4 " 1 3 8 " 1 2 6 " 1 1 7 ' 1 8 1 " 1 5 7 ' 1 4 0 " 1 2 8 " 1 1 9 " 2 9 2 " 2 0 7 " 1 8 5 " 1 6 9 " 1 5 6 " t i ) - g ~ ! ~ . . 4Spsf 112" 95" 138" 109" 9 8 " 1 6 8 " l l l 6 " 1 3 0 " 1 1 9 " 1 1 0 " 1 7 1 ' ' 1 3 2 " 1 2 1 " 1 1 2 " 2 2 5 " 1 9 5 " 1 7 4 " 1 5 9 " 1 4 7 " 0 I 1 4 8 " ~ & f i ~ " ' SOpsf 106" 90" 131" 104" 9 3 " 1 6 0 " 1 3 8 " 1 2 ' 1 " 1 1 3 " 1 0 4 " 1 6 2 " 1 4 0 " 1 2 6 " 1 1 5 " 1 0 6 " 2 1 3 " 1 8 5 " 1 6 5 " 1 5 1 " 1 4 0 " . . SSosf 101" 86" 125" 99" 8 8 " 1 5 2 " 1 3 2 " 1 1 8 " 1 0 8 " 1 0 0 " 1 5 5 ' ' 1 3 4 " 1 2 0 " 1 0 9 " 1 0 1 " 2 0 4 " 1 7 6 " 1 5 8 " 1 4 4 " 1 3 3 " l : , d i ~ ~ ~ 60psf 97" 82" 120" 95" 8 5 " 1 4 6 " 1 2 6 " I 1 1 3 " 1 1 5 " 9 5 " 1 4 8 " 1 2 8 " 1 1 5 " 1 0 5 " 9 7 " 1 9 5 " 1 6 9 " 1 5 1 " 1 3 8 " 1 2 8 " > - 3 : : E ; : : ; - w & : ~ ~ ~ ; . , . . 65osf 93" 79" 115" 91" 8 1 " 1 4 0 " 1 2 1 " 1 0 8 " 9 9 " 9 2 " 1 4 2 " 1 2 3 " 1 1 0 " 1 0 1 " 9 3 " 1 8 7 " 1 6 2 " 1 4 5 " 1 3 2 " 1 2 3 " 5 t ; 70psf 90" 76" 111" 88" 7 8 " 1 3 5 " 1 1 7 " 1 0 4 " 9 5 " 8 8 " 1 3 7 " 1 1 9 " 1 0 6 " 9 7 " 9 0 " 1 8 0 " 1 5 6 " 1 4 0 " 1 2 8 " 1 1 8 " L U v f f l : : , I = 3 : : I l l C 75psf 87" 73" 107" 85" 7 6 ' ' 1 3 0 " 1 1 3 " I 1 0 1 " 9 2 " 8 5 " 1 3 2 " 1 1 5 " 1 0 3 " 9 4 " 8 7 " 1 7 4 " 1 S 1 " 1 3 5 " 1 2 3 " 1 1 4 " " ' : i l ~ w 80DSf 84" 71" 104" 82" 7 3 " 1 3 6 " 1 0 9 " 9 8 " 8 9 " 8 3 " 1 2 8 " 1 1 1 " 9 9 " 9 1 " 8 4 " 1 6 9 " 1 4 6 " 1 3 1 " 1 1 9 " 1 1 0 " : c z . . ssosf 81" 69" 101" 79" 7 1 " 1 3 2 " 1 0 6 " 9 5 " 8 7 " 8 0 " 1 2 4 " 1 0 8 " 9 6 " 8 8 " 8 1 " 1 6 4 " 1 4 2 " 1 2 7 ' 1 1 6 " 1 0 7 ' ' U ) ~ 90s,sf 79" 67'' 98" 77" 6 9 " 1 1 9 " 1 0 3 " I 9 2 " 8 4 " 7 8 " 1 2 1 " 1 0 5 " 9 4 " 8 5 " 7 9 " 1 5 9 " 1 3 8 " 1 2 3 " 1 1 3 " 1 0 4 " z " ' 95psf 77" 65" 95" 75" 6 7 " 1 1 6 " 1 0 0 " I 9 0 ' 8 2 " 7 6 " 1 1 8 ' ' 1 0 2 " 9 1 " 8 3 " 7 1 ' 1 5 5 " 1 3 4 " 1 2 0 ' 1 1 0 ' 1 0 1 " 6 " ' w lOOpsf 75" 63" 93" 73" 6 6 " 1 1 3 " 9 S ' I f f l " 8 0 " 7 4 " 1 1 5 " 8 9 " 8 9 " 8 1 " 7 5 " 1 5 1 " 1 3 1 " 1 1 7 ' 1 0 7 " 9 9 " i i ! E L U E : : E ~ ; ~ MULLION SPAl'J SCHEDUL E ~ ~ ~ n i : ~ ~ " ' TYPE 1 MU LUON @ T Y P E 2 M U L 1 1 0 N @ 1 Y P E 3 M U L U O N ® ~ ~ p ! i ~ Maxfmm A.5.D. L ~ Design Pressurn 3" < 4"< l/8" 4 " < 4 " < l / 4 " 4 " < 6 " < l / 4 " , - " " - - ~ 1 1 1 1 g, Rathing(p.s.f.) MUWON SPACING M U L L I O N S P A C I N G M U L L I O N S P A C I N G i ~ r n u 1 1 1 1 1 ~ 48" 48" -60" 60" -72" 72" -96 " 4 8 " 4 8 " - 6 0 " f l : J ' - 7 2 " 7 2 " - 9 6 " 4 8 " 4 8 " - 6 0 " 6 0 " - 7 2 " 7 2 " - 9 6 " 9 6 " - 1 2 0 " 1 2 0 " - 1 4 4 " C e y _ - ' - G 40ORLE5S 108" lllO" 94" 98" 1 4 1 ' ' 1 3 1 " 1 2 3 " 1 2 9 " 1 9 6 " 1 8 2 " 1 7 1 ' ' 1 7 8 " 1 6 6 " 1 5 6 " ~ 4Spsf 104" 96" 91" 94" 1 3 6 " 1 2 6 " 1 1 9 " 1 2 4 " 1 8 8 " 1 7 5 " 1 6 4 " 1 7 2 " 1 5 9 " 1 5 0 " SOpsf lllO'' 93" 87'' 91" 1 3 1 " 1 2 2 " 1 1 5 " 1 2 0 " 1 8 2 " 1 6 9 " 1 5 9 " 1 6 6 " 1 5 4 " 1 4 5 " 1 1 1 ! , _, SSpsf 97' 90" 85" 88" 1 1 6 " 0 1 2 7 " 1 1 8 " 1 1 1 " 1 7 6 " 1 6 3 " 1 5 4 " 1 6 0 ' ' 1 4 9 " 1 4 0 ' ' ! ~ ~ 60psf 94" 87" 82" 86" 1 2 3 " 1 1 5 " 1 0 8 " 1 1 3 " 1 7 1 " 1 5 9 ' ' 1 4 9 " 1 5 6 " 1 4 6 " 1 3 6 " : : 1 £ ? L L ! I I H 6S psf 92" 85" 80'' 84" 1 2 0 " 1 1 2 " 1 0 5 " 1 1 0 ' 1 6 7 " 1 5 5 " 1 4 6 " 1 5 2 " 1 4 1 " 1 3 3 " l i ! , ; ~ 70psf 89" 83" 78" 82" 1 1 7 " 1 0 9 " 1 0 2 " 1 0 7 " 1 6 3 " 1 5 1 " 1 4 2 ' ' 1 4 8 " 1 3 7 " 1 2 9 " C O P Y r . J G " I T E N G I N E E r l ! N G E X P R E S s « ' 8 75psf 87" 81" 76" 80" 1 1 5 " 1 0 6 " 1 0 0 " 1 0 4 " 1 5 9 " 1 4 7 ' 1 3 9 " 1 4 5 " 1 3 4 " 1 2 6 " 2 0 - 3 1 2 6 2 80psf 86" 79" 75" 78" 1 1 2 " 1 0 4 " 9 8 " 1 0 2 " 1 5 5 " 1 4 4 " 1 3 6 " 1 4 2 " 1 3 1 " 1 2 4 " 85psf 84'' 78" 73" 76" 1 1 0 ' ' 1 0 2 " 9 G " 1 0 0 " 1 5 2 " 1 4 1 " 1 3 3 " 1 3 9 " 1 2 9 " 1 2 1 " S C A L E : N T S U N L E S S N O T E D u ~ 90osf 82" 76" 72" 73" 1 0 8 " 1 0 0 ' 9 4 " 9 8 " 1 4 9 " 1 3 9 " 1 3 1 " 1 3 6 " 1 2 6 " 1 1 9 " 9Spsf 81" 75" 70'' 74" 1 0 6 " 9 8 " 9 3 " 9 7 " 1 4 7 " 1 3 6 " 1 2 8 " 1 3 4 " 1 2 4 " 1 1 7 " i ] lOOpsf 79" 74" 69'' 72" 1 0 4 " 9 7 " 9 1 " 9 5 " 1 4 4 " 1 3 4 " 1 2 6 " 1 3 1 " 1 2 2 " 1 1 5 " ANCH O R S C H E D U L E : E N D R E T E N T I O N ( E R ) W A L L M O U N T ( S I N G L E W A L L S L A T S ) 6 1 1 t r I T W T A P C O N 1'4"CEWALT OR DEWALT ULTRACON TO 2TODPSI 1t4• S S I T W TA P C O N T03 1 9 2 P S I M I N . 6 / ' 1 6 " D E W A L T I - - - - ~ - - - ~ - - - - - < O R D E W A L T SLAT DESIGN ~ !!, SPAN PRE88URE +/-40 PSF 351.0 LBfFT 136.7LBIFT +/-60 PSF 463.2LB/FT 170.SLB/FT 02· +/-60 PSF 575.2LB/FT 205.0LB/FT +1-70-P~iF --667.1 LB/FT 239i-LB/FT +/-80PSF 798.9LB/FT 273.3LB/FT +/-40PSF 882.BLB/FT 141.7LBIFT +/-49PSF 468.BLBIFT 173.4LBIFT 65" +/-58 PSF 694.7LBIFT 205.1 LB/FT -t/•67PSF 700.5LB/FT 236.8LBJFT +/-76PSF _ ~!1~1!_BIFT -~-~LBJFT +J-40PSF-495.4 LB/FT 150.0LB/FT +/-47eSF 631.2LBIFT 177.8LB/FT 90" +/-55PSF 626.9 LB/FT 205.7LB1FT +/-62PSF 722,5 LB/FT 233.51.B/FT +I-70PSF 818.0 LB/FT 261.4LBJFT +l-40 PSF 487.7 LBIFT 158.3LB/FT +/-48PSF -~-~~ 182.BLB/FT ... ----858.9 LBJFT 2oe.8LB/FT" +/-52 PSF +/-58 PSF 744.4 LB/FT 231.1 LB/FT +/-84 PSF 829.7 LBIFT 255.3LB/FT +/-40 PSF 539.8 LB/FT 168.7LB/FT +/-45 PSF 615.3 LB/FT 187.SLB/FT 100" +/-50 PSF 890.8 LB/FT 208.3 LB/FT +/-55 PSF 768.1 LB/FT 229.2LB/FT +/-BOPSF 841.4 LB/FT 250.0LB/FT ANCHOR NOTES: " MIN. CONCRETE; 1,1s•M1N, EMBEDMENT; 2.5'"MIN. EDGE DISTANCE e.o· e.o· e.o· e.o· 6.0" 5.7(:/' 6.0" s.o· e.o• e.o· .... s.o· e.o· e.o· e.o· 5.5" 5.o· 6.0" 6.0" 6.0" 5.25" 5.0" CON C R E T E ; 1.7 5 " M I N . • EMB B l M E N T ; 2.1 5 " M I N . E D G E DIS T A N C E U L T R A C O N T 0 3 5 0 0 P S I M I N . C O N C R E T E ; Z ' M I N . E M B E D M E N T ; 3 . 1 2 6 " M I N . E D G E D I S T A N C E T 0 : 2 8 8 9 P S 1 M I N . C O N C R E T E ; 2 . 2 5 ' " M I N . E M B E D M E N T ; 3 . 1 2 5 " M I N . E D G E D I S T A N C E T O G R O U T - F I L L E D C O N C R E T E B L O C < : 2 . 2 5 " M I N . E M B E D M E N T ; 4 • M I N . E D G E D I S T A N C E 6 . 0 " 8 . 0 ' ' 8 . o n 6 . o · e . o · 8 . 0 ' " e . o · e . o · 6 . 5 " 6 . a · 6 . o · e . o · 6 . 0 " 6 . 0 ' ' 6 . 0 " e . o · e . o · 6 . a · 6 . 0 " 6 . o · 6 . 0 " 8 . 0 " 6 . 0 " 6 . o · 6 . o ■ 6 . 0 " 6 . o ~ e . o · 6 . 5 " _ _ _ _ _ 8 . 0 " - ~ - - - - · - ·e : o , , s . O " 6 . o • 6 . 0 " 6 . 0 " e . o • B . O " 6 . 0 " 6 . 0 " I e . o " B . O " 6 . 0 " 6 . 0 " I 5 . 2 5 " 6 . 0 " 6 . o " 6 . 0 " 8 . o · e . O " e . o " 6 . 0 " 5 . 2 5 " 6 . 0 ' ' 6 . 0 " 6 . 0 " 6 . 0 ' ' B . O " 6 . 0 " 6 . 0 " a . a · 6 . 0 " 6 . o • a . a · 8 . 0 " e . o · 5 . 7 5 " 5 . 2 5 " 6 . 0 ' ' 8 . 0 " 1 I. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WI T H M A N U F A C T U R E R S ' R E C O M M E N D A T I O N S . I - I T O H O L L O W C O N C R E T E B L O C K ; 1 . 7 5 " M I N . E M B E D M E N T ; 4 " M I N . E D G E D I S T A N C E e . o · 6 . o · e . o · e . o · ! 5 . o · . . . . 6 . 0 " . . . . 4 . 2 5 " 3 . 7 5 " 6 . 0 " . . . . " : ; [ 7 5 " _ _ _ _ 4 . 2 5 ' ' 3 . 7 5 " 6 . o · 5 . 2 5 " 4 . 7 5 " ~ 2. WHERE ANCHORS FASTEN TO NARROW FACE OF STU D F R A M I N G , A N C H O R S H A L L B E L O C A T E D I N C E N T E R ~ OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4" EDGE DISTAN C E 1 5 A C C E P T A B L E F O R A N C H O R S T O W O O D ~ FRAMING). ~ 3. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCH O R S C H E D U L E . M I N I M U M E M B E D M E N T A N D E D G E s DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER W A L L F I N I S H E S . 8 4. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CER T I F I E D H E R E I N , B U T O N L Y P R O V I D E S M A X I M U M ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPA N S A N D P R E S S U R E S I N D I C A T E D I N S P A N S C H E D U L E S SH;:L ~i~~-E EXISTING STRUCTURE 15 WOOD FRAMING, E X I S T I N G C O N D I T I O N S M A Y V A R Y . F I E L D V E R I F Y £ THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ME M B E R S , N O T I N T O P L Y W O O D . ; ST~UCT~~~D BUCKS (BY OTHERS) SHALL BE ANCHORED PR O P E R L Y T O T R A N S F E R L O A D S T O T H E E X I S T I N G 7. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" E N G A G E M E N T O F T H R E A D S I N B A S E A N C H O R A N D M A Y HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ( " S I D E W A L K B O L T " ) U . N . O . I. 8. SHEET METAL SCREWS SHALL BE INSTALLED WITH F U L L E N G A G E M E N T O F T H R E A D S I N T O M E T A L H O S T " STRUCTURE. '< 9. = DESIGNATES ANCHOR CONDITIONS WHICH A R E N O T A C C E P T A B L E F O R U S E . 10. ANCHORS TO GROUT-FILLED BLOCK SHALL PENETRA T E T H R O U G H F A C E S H E L L I N T O G R O U T E D C E L L . M A X I M U M S P A C I N G { O . C . ) 1 / 4 " A L L - P O I N T S S O L I D - S E T 1 / 4 " L A G 5 1 1 0 - L A G # 1 4 W O O D 1 W D E W A I . . T S C R E W S C R E W S C R E W # 1 4 4 1 0 6 S S M S s , 1 e • 4 1 0 6 S S M S W / F U L L W / F U L L T I - - I R E A D 3 / B " D E W A L T B C R E W B O L T 3 T D E W A L T O R D E W A L T C O I F L E X P O W E R - B O L T T H R E A D T 0 3 0 0 0 P S I T O 1 8 1 9 P S 1 T 0 4 6 1 0 P S I T O 3 0 0 0 p S I M I N . T O l t O O O P S I T O G = O . M M I N T O G = 0 . 4 2 T O G = 0 . 6 5 M I N P E N E T R A T I O N P E N E T R A T I O N M I N . M I N . T O H O L L O W M I N , C O N C R E T E ; M I N . m . O C K ; W O O D ; M I N W O O D ; W O O D ; O R 1 1 4 - 2 0 4 1 0 S S O R 6 / ' 1 8 - 1 8 4 1 0 C O N C R E T E ; C O N C R E T E ; C O N C R E T E ; C O N C R E T E ; 1 . 5 ' " M I N , Z ' M I N . 1 . t i " M I N . T I - - I R U · B O L T T O 2 . S " M I N . 0 . 6 7 5 " M I N . 0 . 6 7 t i " M I N . E M B E D M E N T ; E M B E D M E N T ; E M B E D M E N T ; D . 1 2 5 " M I N . S S T I - I R U - B O L T 3 . 5 " M I N . 3 . 5 ' " M I N . 3 . B " M I N . E M B E D M E N T ; e . e E D M E N T ; T 0 0 . 2 t i " M I N . E M B E D M E N T ; E M B E D M E N T ; E M B E D M E N T ; E M B E D M E N T ; 0 , 7 5 " M I N . 0 . 7 5 " M 1 N . 0 . 7 S - M I N . 8 0 6 3 - T B A L U M ; 3 • M J N . E D G E S " M I N . E D G E 3 • M I N . E D G E E D G E E D G E E O G E 0 . 1 5 " M I N . E D G E 6 0 6 3 - T B A L U M ; 4 . 1 5 " M I N , 3 . 7 1 5 " M J N . 3 . W M J N . D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E 0 . 8 2 5 " M I N . E D G E E D G E E D G E E D G E D I S T A N C E D I S T A N C E D I S T N , C E D I S T A N C E 6 . 0 " 6 . 0 " 6 . 0 " 5 . 5 " . . . . 5 . 6 " 6 . o · 8 . 0 " e . o " a . e r 8 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 0 " . . . . 4 . 2 5 " e . o · e . O " 6 . 0 " e . c r 6 . 0 " - ~ • 5 " . _ _ _ _ _ _ _ _ _ _ 6 . o · _ _ _ _ _ , _ ~ 6 · ~ • · - - 1 - - = 6 - ~ 0 " - - + _ = o . ~ o - _ - 1 _ _ - = 6 . 0 " ~ - - - 6 . 0 " 6 . 0 " . D " 2 . ' " 1 ' e . o · e . o · e . a · 6 . 0 " 8 . 0 " 2 . 2 5 " . . . . . . . . 6 . 0 " 3 . 6 " 2 . 2 6 " 6 . 6 " 6 . 0 " 6 . 0 " 6 . 0 " 8 . 0 " 2 . 0 · . . . . 6 . 0 " ' 6 . 0 " 4 . 2 5 " ' 5 . 2 5 " 6 . o ■ e . o · 6 . 0 " o . c r s . o · 6 . 0 " 6 . 0 " 3 . 2 5 " 4 . o · 6 . o ■ e . o · 6 . 0 " e . c r 6 . o · 6 . 0 " 8 . 0 " 2 . 7 6 " 3 . 2 5 " e . o ■ e . o · 6 . 0 " 6 , 0 " 6 . 0 " 2 . 2 5 " 2 . 7 f i " B . O " · a . o · 6 . 0 " 8 . 0 " 6 . 0 " - 6 . 0 " · - · - - - 6 . 0 " 5 . 6 " a . o · · - _ - · - - ~ - ~ _ 6 . 0 " · - 5 . 0 , ; · · 6 . ( ) " 2 . 0 " 2 . l i " 3 . 7 e " . . . . 6 . a · 6 . 0 ' ' 3 . 0 " 3 , 7 5 " e . o · a . o " e . O " 8 . 0 " 6 . 0 ' ' 4 . 5 " 3 . 0 " 2 . 5 " . . . . . 6 . 0 " 6 . 0 ' ' 4 . 0 " 2 . 5 " 2 . 2 5 " 2 . 7 5 " 6 . 0 ' ' 6 . 0 " 3 . 5 ' ' 2 . 2 5 " 2 . 0 · 2 . 5 " e . c r ' e . o · 6 . 0 " 6 . 0 " 5 . 7 5 " 4 . 0 " 3 . 2 5 " 4 . 0 " a . a · 8 . 0 " 2 . 7 6 " . . . . 2 . 5 " 3 . 0 " 8 . 0 ' ' 6 . 0 " 3 . 7 8 ' 2 . 5 " 2 . 2 5 " 2 . 7 5 " 6 . 0 " 6 . 0 ' ' 6 . 0 " 3 . 5 " 2 . 2 5 " 2 . 0 " 2 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " 5 . 2 5 " 3 . 5 " 3 . 0 " 3 . 7 5 " 6 . 1 1 ' 8 . 0 " 6 . 0 " e . D " 4 . 5 " s . o • 2 . 5 " 3 . 2 5 ' ' 6 . 0 ' 8 . 0 " 6 . 0 " 6 . 0 " 4 . 0 " 2 . 7 5 " U S ' 3 . 0 " 6 . 0 " 8 . o · 6 . 0 " 8 . o ■ 3 . 7 8 ' 2 . 5 " 2 . 0 " 2 . 5 " . . . . . . . . 8 . 0 " 6 . 0 " 3 . 5 " 2 . 2 5 " 2 . 0 " 2 . 5 " . . . . 6 . 0 " W A L L M O U N T D I R E C T I V E R x I = - , _ _ _ _ _ j l = = = : : : : ' c - , S l \ - ' O P E N O R R \ C L O S E D F A C E y T R A C K F R A N K 6 E N N A R D O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 C O P " / P . I G H T E N G I N E E R l t l G E X P R E S s C I 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D > 8 ANCHOR SCHE D U L E : E N D R E T E N T I O N ( E R ) B U I L D - O U T M O U N T { S I N G L E W A L L S L A T S } 1/4" DEVvALT 1/4" S S I T W 5 1 1 6 " D E W A L T O R D E W O . L T OR DEV\Li\LT TA P C O N U L T R A C O N ULTRACON TO3 1 9 2 P S I T O 3 5 0 0 P S I TO2700 PSI M I N . M I N . MIN. CON C R E T E ; C O N C R E T E ; CONCRETE; 1.7 5 " M 1 N . ' l ' M 1 N . 1.75"MIN. EMB E D M E N T ; EMBEDMENT; 2.5 " M I N . E M B E D M E N T ; 3 . 1 2 5 " M I N . 2.5" MIN. EDGE E D G E E D G E DISTANCE DIS T A N C E D I S T A N C E SLAT DESIGN RK fu'. SPAN PRESSURE +I-40 PSF 351.0 LB/FT 227.8 LB/FT 6.0" 6 . 0 " 6 . 0 " +I-50 PSF 463 2 LBIFT 284.8 LB/FT 6.0" 6 . 0 " 6 . 0 " 82" +I-60 PSF 575.2 LB/FT 341.7 LB/FT 6.0" 6 . 0 " 6 . 0 " +I-70 PSF 687.1 LB/FT 398.7 LB/FT 5.0" 5 . 5 " 6 . 0 ' ' +I-80 PSF 798.9 LB/FT 455.6 LB/FT 4.25" 4 . 7 5 " 1 i ( ) " +I-40 PSF 382.8 LB/FT 236.2 LB/FT 6.0" 6 . 0 " 6 . 0 " +I-49 PSF 488.8 LB/FT 289.0 LB/FT 6.0" 6 . 0 " 6 . 0 ' ' 85" +I-58 PSF 594.7 LB/FT 341.9 LB/FT 5.75" 6 . 0 " 6 . 0 " +I-67PSF 700.5 LB/FT 394.7 LB/FT 5.0" 5 . 2 5 " 6 . 0 " +I-76PSF 806.1 LB/FT 447.6 LB/FT 4.25" 4 . 7 5 " 6 . 0 " +I-40 PSF 435.4 LB/FT 250.1 LB/FT 6.0" 6 . 0 ' ' 6 . 0 " +I-47 PSF 531.2 LB/FT 296.5 LB/FT 6.0' 6 . 0 ' ' 6 . 0 ' ' 90' +/. 55 PSF 626.9 LB/FT 342.9 LB/FT 5.5" 6 . 0 ' 6 . 0 ' ' +/. 62 PSF 722.5 LB/FT 389.3 LB/FT 4.75" 5 . 2 5 " 6 . 0 ' ' +/. 70 PSF 818.0 LB/FT 435.7 LB/FT 4.25" 4 . 5 " 6 , 0 " +I-40 PSF 487.7 LB/FT 263.9 LB/FT 6.0" 6 . 0 ' ' 6 . 0 " +/. 46 PSF 573.3 LB/FT 304.3 LB/FT 6.0" 6 . 0 " 6 . 0 ' ' 95" +I-52 PSF 658.9 LB/FT 344.8 LB/FT 5.25" 5 . 7 5 " 6 , 0 " +I-58 PSF 744.4 LB/FT 385.2 LB/FT 4.75" 5 . 2 5 " 6 . 0 ' ' +/. 64 PSF 829.7 LB/FT 425.6 LB/FT 4.25" 4 . 5 " 6 . 0 ' ' +I-40 PSF 539.8 LB/FT 277.8 LB/FT 6.0" 6 . 0 ' ' 6 . 0 ' ' +/-45 PSF 615.3 LB/FT 312.6 LB/FT 5.75" 6 . 0 " 6 . 0 ' 100" +I-50 PSF 690.8 LB/FT 347.3 LB/FT 5.25" 5 . 5 " 6 . 0 " +/. 55 PSF 766.1 LB/FT 382.0 LB/FT 4.75" 5 . 0 " 6 . 0 " +I-60 PSF 841.4 LB/FT 416.8 LB/FT 4.25" 4 . 5 " 6 . 0 ' ' ANCHOR NOTES: SEE SHEET I 18 FOR ANCHOR NOTES. - · - - - ~ · - - - l ' M X I M U M S P A C I N G f O . C . ) 5 1 1 6 " I T W T A P C O N 1 / 4 " A L L - P O I N T S S O L I D - S E T # 1 4 4 1 0 S S S M S 1 / 4 " D E W O . L T 1 / 4 " l A G 5 1 1 6 " L A G # 1 4 \ N O O O 5 / 1 6 " 4 1 0 S S S M S 3 / 8 " D E W A L T P O W E R - B O L T S C R E W S C R E W S C R E W I N / F U L L W / F U L L T H R E A D S C R E W B O L T 1 0 2 8 9 9 P S I T O G R O U T - T O H O L L O W T O 3 0 0 0 P S I T O G = 0 . 5 5 T O G = 0 . 4 2 M I N T O G = 0 . 5 5 T H R E A D P E N E T R A T I O N T O 3 0 0 0 P S I M I N . F I L L E D C O N C R E T E T O 3 0 0 0 P S I T O H O L L O W P E N E T R A T I O N M I N . M I N . B L O C K ; M I N W O O D ; \ o \ 0 O D ; M I N \ o \ 0 0 D ; O R S / 1 6 - 1 8 4 1 0 M I N . C O N C R E T E ; C O N C R E T E B L O C K ; C O N C R E T E ; 1 . S - M I N . 2 " M I N . 1 S M I N . O R 1 / 4 - 2 0 4 1 0 S S S S T H R U - B O L T C O N C R E T E ; 2 . 2 5 " M 1 N . B L O C K ; 1 . 7 5 " M I N . C O N C R E T E ; 0 . 8 7 5 " M I N . T H R U - B O L T T O 3 . 5 " M I N . 2 . 5 " M I N . 0 . 8 7 5 " M I N . E M B E D M 8 ' J T ; E M B E D M 8 ' J T ; E M B E D M E N T ; E M B E D M E N T ; T O 0 . 2 5 " M I N . E M B E D M E N T ; 2 . 2 5 " M I N . E M B E D M E N T ; E M B E D M E N T · 0 . 1 2 5 " M I N . E M B E O M E N T ; 3 " M I N . 0 . 7 5 " M I N . 0 . 7 5 " M I N . 0 . 7 5 " M I N . 8 0 6 3 - T 8 A L U M ; 6 0 6 3 - T S A L U M ; E M B E D M E N T ; 3 , 1 2 5 " M I N . E M B E D M E N T ; 4 " M I N . 3 " M I N . E D G E 3 " M I N . E D G E E D G E E D G E E D G E E D G E 0 . 6 2 5 " M I N . E D G E 4 . 5 " M I N . E D G E E D G E 4 " M I N . E D G E E O O E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E 0 . 5 " M I N . E D G E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 5 . 0 " 4 . 5 " 5 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 5 . 0 " 6 . 0 " 6 . 0 " 5 . 0 ' ' 3 . 7 5 " 3 . 2 5 " 4 . 0 ' ' 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 4 . 0 ' ' 6 . 0 " 6 . 0 " 4 . 0 " 3 . 0 " 2 . 7 5 " 3 . 2 5 " 5 . 5 " 5 . 5 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 3 . 5 " 6 . 0 " 6 . 0 " 3 . 5 " 2 . 5 " 2 . 2 5 " 2 . 5 " 4 . 7 5 " 4 . 7 5 " 6 . 0 " - - 6 . 0 " 6 . 0 " 3 . 0 " 5 . 5 " 5 . 2 5 " 3 . 0 ' ' 2 . 2 5 " 2 . 2 5 " 4 . 0 " 4 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 4 . 5 " 4 . 0 ' ' 4 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 4 . 7 5 " 6 . 0 ' ' 6 . 0 " 4 . 7 5 " 3 . 5 " 3 . 2 5 " 3 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 4 . 0 ' ' 6 . 0 " 6 . 0 " 4 . 0 " 3 . 0 " 2 . 5 " 3 . 0 ' ' 5 . 5 " 5 . 5 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 3 . 5 " 6 . 0 " 6 . 0 " 3 . 5 " 2 . 5 " 2 . 2 5 " 2 . 5 " 4 . 7 5 " 4 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 3 . 0 " 5 . 5 " 5 . 2 5 " 3 . 0 " 2 . 2 5 " 2 . 2 5 " 4 . 0 ' ' 4 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 ' ' 5 . 5 " 6 . 0 " 6 . 0 " 5 . 5 " 4 . 0 " 3 . 5 " 4 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 6 ' ' 6 . 0 ' ' 6 . 0 " 4 . 5 " 3 . 5 " 3 . 0 " 3 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 0 " 6 . 0 ' ' 6 . 0 " 3 . 7 5 " 2 . 7 5 " 2 . 5 " 3 . 0 " 5 . 2 5 " 5 . 5 " 6 , 0 " 6 . 0 " 6 . 0 ' ' 3 . 5 " 6 . 0 ' ' 6 . 0 " 3 . 2 5 " 2 . 5 " 2 . 0 " 2 . 5 " 4 . 5 " 4 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " 3 . 0 " 5 . 5 " 5 . 2 5 " 3 . 0 ' ' 2 . 2 5 " 2 . 2 5 " 4 . 0 ' ' 4 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " 5 . 0 " 6 . 0 ' ' 6 . 0 " 5 . 0 " 3 . 7 5 " 3 . 2 5 " 3 . 7 5 " 0 . 0 · 6 , 0 " 6 . o ~ 6 . 0 " 6 . 0 " 4 , 2 5 " 6 . 0 " 6 . 0 " 4 . 2 5 " 3 . 0 " 2 . 7 5 " 3 . 2 5 " e . o · 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 3 , 7 5 " 6 . 0 ' ' 6 . 0 " 3 . 7 5 " 2 . 7 5 " 2 . 2 5 " 2 . 7 5 " 5 . 2 5 " 5 . 2 5 " 6 . 0 " s . o · 6 . 0 " 3 . 5 " 6 . 0 ' ' 5 . 9 " 3 . 2 5 " 2 . 5 " 2 . 0 " 2 . 5 " 4 . 5 " 4 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " 3 . 0 " 5 . 5 " 5 . 2 5 " 3 . 0 " 2 . 0 " 2 . 2 5 " 4 . 2 5 " 4 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 7 5 " 6 , 0 ' ' 6 . 0 " 4 . 5 " 3 . 5 " 3 . 0 " 3 . 5 " 6 0 ' 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 0 " 6 . 0 ' 6 . 0 " 4 . 0 " 3 . 0 ' ' 2 . 5 " 3 . 0 " 5 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 3 . 7 5 " 6 . 0 ' ' 6 . 0 " 3 . 5 " 2 . 5 " 2 . 2 5 " 2 . 7 5 " 5 . 0 " 5 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " 3 . 2 5 " 6 . 0 ' ' 5 . 7 5 " 3 . 2 5 " 2 . 2 5 " 2 . 0 " 2 . 5 " 4 . 5 " 4 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " 3 . 0 " 5 . 5 " 5 . 2 5 " 3 . 0 " 2 . 0 " 2 . 2 5 " 4 . 2 5 " 4 . 2 5 " 6 . 0 " B U I L D - O U T M O U N T D I R E C T I V E R x l U R y r ~ ~ J C : : : \ - ' O P E N O R \ C L O S E D F A C E T R A C K 3 / E t O E W A L T O R D E W A L T C O N F L E X T O 1 8 1 9 P S I T O 4 5 1 0 P S I M I N . M I N . C O N C R E T E ; C O N C R E T E ; 3 . 5 " M I N . 3 . 5 " M I N . E M B E D M E N T : E M B E D M E N T ; 3 . 7 5 " M I N . 3 . 7 5 " M I N . E D G E E D G E D I S T A N C E D I S T A N C E 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 8 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 " 6 . 0 " 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 ' ' 6 . 0 " 6 . 0 ' ' 6 . 0 ' ' F R A N K B f N N A A D O , P E P E # 0 0 4 6 5 1 9 C A # 9 8 8 5 . § - 1 , 1 1 ( e / : _ . - - - ~ 2 0 - 3 1 2 6 2 l I . . t i : : : , C ~ a . S C A L E : N T S U N L E S S N O T E D , l ~ ~ ; ; ~ ~ ' ' . . l ·, f l ! ANCHOR S C H E D U L E : E N D R E T E N T I O N ( E R ) I N T E R I O R M O U N T ( S I N G L E W A L L S L A T S ) S N . - 5 1 ' 1 6 ' I T V I T A P C C N ' tlA~O!:¼Ad..-1 OR ,. . . , . s : . m , t 0 E Y W . T ~ D9'o',\Ll , _ , , . , D E W A I . T \lllRACOtl JOZIQO PSI Mil a:)UCRETE I iS'MIN EME.Ef.&IENT 2S"MH i:OGE -O,:ST.....a; ,UT 0£8IQI !!! l !.I SPAN Pll£SWIIE 1 0 a m 1 > s . U L T ~ T O . . ' 8 9 9 ' P S I T O G f K J U f . t , , J < T O * Q P ~ . . . . F U E D l O - L O W O l l N C " E T " E C O N Q t E T E ' " " O O N 0 R E T E . c o t 4 C R E T E 1 1 5 ' " M 6 ' C : O , , C ' I E T E 1 ~ ~ M H B U l C < B l O C 1 ( Etl e . E O M E N f , ' I ' V N , E M - B E D M E N l 2 . 2 5 · u H 1 1 S " W t 2 . 5 " M I N D l 8 £ 0 U I E N T 1 1 2 5 " M ! t l 0 4 : S E D U . D f f Q t S E C N E N ' T . E l l G E 3 f 2 S • - E O G < ( M I N E D G E , • - . . ~ E O O E O I S T N < E E - D G E I O I S l ~ C E D t S l N . t C E O I S U N C E . W T N I C E -+40PSF 4ttt lBIFT "'57\BIFT ... U " . , , . 5 J T . . . . . . . , . _,..51PSF 517.ll.!.'fT t7Gfll.MT .,,. • t r . . . . I 5 J T . . , . . . , . , . . 117" .S.SOPSF 7U.OLB/Fl "3>50L81FJ ,,,.. • t r f i # " . , , . . . . . . . 41GPsr:-... ,u,n ,,. ,....,. ... . , , . . . . . 5 J T . . . . . . . -.+I-IOP3F 9812l&'n 27S3l81FT •.25" .,,.40~ m>l.lll'FT M1 71.MT ... , . s · & . 0 " ' _ 1 - . . . 6 . 1 1 " , . . • t r L O - . _ . . . . . . . . . . . +J-A.9P$F liOt ~LB/FT a7JA-l.llFT •o- 6 0 " • o - . . . . I . . . . . . . . ... ..,_SIPSF" 731..Sl.SIFT '°51t...M="T 5 i5• . . . . . . . . S . J r . . . . . . . *G11PSF"" 9S8.-I LB/FT 2".8lMl 41-$" ~ 985.!LPJFT 358SLMT US" S . 1 5 " " . . . , . . . . . . . , . ' . . . . . 6 . 0 - . . . . . . . . . . . ...... PSF" 535,5lBlFT l5'0.0 LB!'FT ... . , , . l ! c O - . . . . , . . , . O J Y 4◄1CSF SA99Lfi."FT 17791.AffT ... . . . . . . . . . . . . . . . , . . OCT -tJ. 5:5PSF 7G4.1 UWT 3>5.7\.&fT .,.. 462~ 871.3LB,ff'T ~SlMT C.7S" O J I " , . . , . . . . , . . , . . • . ! , . I I ' " . . . . . . . . . . 1 7 5 " 4-I0PSF B'Zll&'FT 2St • tBl'f'T ·= . , , . 6 . 0 - . . . . . . . , . . ...... -a~ 5833LM-1 1511.31.MT 00- • a , . . , , . . . . . . . 5 7 5 " " ..-..cllPSF" ... ,LrJFI tr.!5~ ... .... tJ.52PSF" 791ULezr-:i>& IJLBJFT s.zs· • t r . , , . t . Q " 6 . 1 1 " . . . . 5 1 5 • 6 . 1 1 " . , , . . I . . . . . u s • ..... PSF" .,., .. l.8/R 2'l\lliWT •. ,s- 5 . J r . . . . . . . . . . I . . . . 3 1 ' 5 " ' ..._ .. PSF IOOOOlf'.IFT :255.3 L"M,"' .., .. • s - . . . . . . . I . . . 3 . 5 • -+1-cOF'SF 861.0UVFT 1.M.71.WFT .... . , , . . , , . f l J T . . . . 5 . 2 5 " _,_ •!>PSF 7A0..6LM'"! U!1.5 LSIFT I .,,.. « r . . . . . 6 . 0 " " I J ) ' . , . . .... .,,_..,PSF 8"".7Ull'FT :DDLB6tl sa- M i " . . . . . . . . . . . . . . 4 . 2 $ " ., .. PSF !nil OLBiFl 2'1&'2'LBET <5" 5 0 - . . . . , , , . . . . , , . . . . ♦l-60~ 10081 l&fT 340LB6T • ,s· . . . . . . . . , , , . . . . 3 5 · I :.NOIOII !,OTES, SEE SH:ET I 18 FOR ANOIOR No1ES M A X M J M S P A C I N C : , o . c : t 1 . k " M l . - C I I O I H T S S O U O - S U I 5 ' 1 C " ' 4 f < I S S f k . l J E \ ' 1 A L T S N & " L A G . . - i , \ \ 0 0 0 J : t . & 4 . I O S S S M S s . & S W A J L L U ' O £ ' M L T ~ R - B C l . . f I · ~ - ! i C R E . W S C R E W W f U L I . - - S C R E W B O & . T r o , o . , a p g : S C R E W 1 0 G - 0 Q M N T O G - 0 . S S T H R E A D P & I E T R A T I C N l O , O O O P s i T 0 3 0 D O P ~ r 0 H O U . O W T 0 G = - l l S 6 M N P B ' i E T A A ~ O A ~ 1 6 - l l 4 t 0 C O N ~ u , - . . . . . " - 0 . M H V . C , 0 0 , l l l . 0 0 < " - " O D O R 1 ~ . 2 0 , u o C O N C R E T E , C O N C R I T E . 0 1 7 5 " M I U I S ' M l i . 2 " M I N 1 S w . - N S S T H R U - B C l . . l S S f l f R ; U - l l O t . f 3 . 5 " M I N 2 5 " M " ' 1 O I J 1 S • M t N B A B E O M E N T a . t ! U N E N ' i 9 1 . a e o u . a n . E M a E C M - E N T T O O 1 2 5 " M . Y i e : : , : ~ e t & E . m a a n E U B E D M , E J " J B t B E ° ' 4 E N 1 3 : ' M I N B ) G E D . 1 5 " M I N E O G E O ~ ~ O ~ N ~ T 6 A J . W , 0 . E 2 $ " U J ~ 4 5 M J r i l ' Y ' M l t l E D G E 3 " M I N E D G E O ~ l N l C E O I S T N l C E D t S T A N C E C I S T ~ E I o . s . : r ~ ~ E D G E E O G £ O ' S T A H C E O I S T " " C E D I S l A H C . E D I S J N C E I 6 . 1 1 " 0 1 1 " 6 . 1 1 " I • . 2 S " u s · . . . I . , , . . . . . a l l " . . . . . . . S . 0 - 3 . 2 S " 2 7 5 " " : , . s · $ J I " . . . . s . o · . . . S J ! ' " . . , , . 2 7 5 " " 2 " 5 " " Z l ' 5 " . . . . . . . . . . . . . . . . . . . 1 5 " 2 2 5 " , . , . , . . 5 5 ' 6 0 ' 6 1 1 " . . . • = 3 . 0 ' 2 0 ' . , , , , ~ 2 c r . C , i 5 " ' . . . . 6 . 1 1 " . . . . . . , . S J r . . . , . . . . , . . . . . . . . . . . . . . S J r . . . . , . . I 1 2 S " 2 1 ' 5 " ' , . , . . . . . . . . . . . . . . . . . . . . . . ◄ C T I . . . , . , . . v s · r J r . . . . . . u · I . . , . l . 5 ' 2 . Z S - ~ , . , . . . . . . . . . . . . . 8 . 1 1 " 5 . 2 5 " . . . . . 2 0 ' 2 0 - ' 7 5 " . . . . . . . . . O J Y I . . . . . . . . . . . . 3 1 1 " , . , . . . . . . . a o - . . . . . . . . . . . . . . - 3 1 1 ' . . . . . . . . . . . . . . S O ' . . . . . . , . , , . 2 5 " 2 0 ' 2 s · . . . . . . . . . . . O D " . . . . , , . . . 2 . 2 5 " , . , . . . . . U ' " . . . . . . . , . I . . , . . . , . . I . . . . . . 2 0 " . . . . . . . . . . . . . . . . . . . . : u s · 2 7 5 " " , . . . . . . . . . . . . . . . . . . . . = · 2 7 5 " " z • • . . . o . a - I . . . 1 _ ! . ~ • t r . . . . ~ . . . . . . . , . . , . . . . . . . 7 . . , , . . . . . . . . . , , , . . . I , , , . • 2 , s · . . . . I . . , , . 7 . , , . . . . 5 . 2 5 ' " . . . 2 0 ' s . c r 7 . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . 0 " l l O - O J I " I . . . . . . . , . . . 2 2 " ' 2 . 1 5 " " . . . . S . D " l l l l " . . . . . . . 3 5 " " 2 . 2 s - 2 0 " ' 2 s . · . . . . . . . . . . . . . . 1 5 7 5 " " , . , . . . ~ - w - l . . . . I . . . I . . . . , , . 5 . 2 5 " . . . . . , . 5 . 7 5 " " . . . I N T E R I O R M O U N T D I R E C T I V E R x H O S T S T l t u C T \ J R E P E R S O i f O U L E ' = - - - - ~ : , : , ~ 7 I , ~ - - , ~ i . - - - - - - - - ' - - - i i ~ J J I V " D E J H i l ' , l . T O A ~ L T = m o : i J ( ) t l l l 9 P 5 1 J 0 " ' 5 1 D P S I ¥ N U H I C O N a t E T E . O O N C I I E T E l l ' 5 ' " M f l l l S - M ~ B M I E D M E H l ; D l i l E D M E N 1 , ~ . . ' : ~ · I D I S l A N C E O I S T A U C . E 0 . 1 1 " 6 . 1 1 " - l 6 . 1 1 " S O ' . . . . 6 1 1 " I . . . . . . . I 0 . 1 1 " ' " ' . . . . . . . . . . . . . . . u · 6 . 1 1 ' 6 . 0 " . . . . $ J r . . . . . . . . . . . . . , , . S J r . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . ~ . . . . . . . , , . . , , . . . . . S t T . . . . . . . . _ . . . . . . . 5 J T . . . . . . . . . . . . . . , , . 6 ( 1 ' l O - . . . , . _ . . . . . . . . . , . . , . p f . , ~ c u t e l ) ~ . . . " " 1 . ~ - : ; ; ; 7 . ~ - . . , " ' " ' , l ~ : ~ " ' " ' A . ~ . , I . w - . . J Z : C i 1 . 1 ~ - - l ~ . . : i u L u , > U . . . . . _ _ ~ < ~ - 8 i ( . < : . , i j u f : t t : N o ~ G g . . . . J ~ ~ ' I ~ ~ t ! ' o : ~ Q u " = 5 § z - ~ 0 ~ w z : ~ ~ 0 . . . : : , . . U l 0 , : N ~ , : i ~ o . . . ~ : : , 2 U l ~ l ( . c o : ! I 1 1 i ' . 5 ~ £ ~ 0 _ , " . . I n i i J ~ ~ ~ " E n ! 1 ~ 8 : i l ! . . O < ' . ! ! I " - ~ t U J . . t i : : , I = 3 : " ' 8 = : 1 i g : c z e n 0 z z . , i 5 : 1 i c 2 E U J E 0 : E . . < a : 2 0 - 3 1 2 6 2 ANCH O R S C H E D U L E : E N D R E T E N T I O N ( E R ) W A L L M O U N T ( D O U B L E W A L L S L A T S ) 1W DEWALT i 1W S S I T W 5 1 1 6 " D E W A L T OR.DEWALT i TAF C O N O R D E W A L T l - - - - - , - - - = - - - - - . - - - - - - 1 1 J 4 • D E W A L T ULTRACON I T03 1 9 2 P S I U L T R A C O N T 0 2 S 9 D P S I T O G R O U T - P O W E R - B O L T TO ~O PSI i M I N . T O : I : P S I M I N . c c i ~ ~ ~ ~ ~ ~ ~ ~ ~ T O : , : P S I CONCRETE· I: CON C R E T E ; C O N C R E T E ; C O N C R E T E ; B L O C K · B L O C K ; C O N C R E T E ; 1.1s· MIN. ' 1-75 " M I N . ' Z ' M I N . e ! " : ~ ~ ~ - 2 . 2 s - M 1 N . 1 . 1 s · M I N . 2 . S " M I N . 5 . ' t 6 • I T W T A P O O N EMBEDMENT; ,EMBE. D M E N T ; I E M B E D M E N T ; 3 1 2 5 • M I N ' E M B E D M E N T ; E M B E D M E N T ; E M B E D M E N T ; r--.----.----~------, 2.5'"MIN. I 2:0 : N · 3 . 1 2 5 " M I N . . E D G E ' 4 • M f N . 4 · M I N . E D G E 3 ~ ~ ~ ~ . a ! . ~ ~ E Dl~~cE , DIST A N C E I o 1 i - ? . : c e D I S T A N C E D l ~ ! e c E D I S T A N C E SI.AT DESIGN SPAN PRESSURE ~ ~ +/-40 PSF 315.5 LB/FT 138.7LB/FT -t/-60 PSF 539.4 LB/FT 205,0 LBJFT 82" +/-80 PSF 762.5 LB/FT 273.3L8JFT +/-100 PSF 984.B LB/FT 341.7LB/FT +/-120 PSF 1208.2LB/FT 410.0 LB/FT +/-40 PSF 618.3 L.BJFT 188.TLBIFT +/-58 PSF 751.2 LB/FT 231.5 LBJFT 100" +/-71 PSF SB5.5LB/FT 296.3LMT +/-87 PSF 1219.0 LB/FT 361.t LBIFT •J-102 PSF 1451.9 LBfFT 425.9LBfFT +/-40 PSF 736.9 LB/FT 200.0 LSJFT +/-62 PSF 983.9 LB/FT 262.4 L.BJFT 120" +/-85 PSF 1231.4 L.BJFT 324.7 Len=T +/-77 PSF 1478.2 LB/FT 387.t LBJFT +/-90 PSF 1724.4 LB/FT 449.SLB/FT +/-40 PSF 1007 .7 LBIFT 240.0 LB.IFT +/•60 PSF 1269.4 LB/FT 300.0 LBJFT 144" +/-80 PSF 1630.6 LB/FT 360.0 LB/FT +/-70 PSF 1791 .0 LB/FT 420.0 LB/FT +/-80 PSF 2051.0 LB/FT 4SO.O LB/FT +/-35 PSF 1048.5 LB/FT 233.3 LB/FT +/-43 PSF 13042LBJFT 288.9 LBJFT 160" +/-52 PSF 1561.8 LB/FT 344.4 LBIFT +/-60 PSF 1819,6 LB/..E!_ 400.0 LB/FT .. ,-eBPSF-2Cf17.1 LB/FT 455·:e "LB/FT ,./-30PSF 1198.0 LB/FT 240.0 LB/FT +/-34 PSF 1348.8 LB/FT 270.0 LB/FT 192" +/-38 PSF 1501.2lB/FT 300.0 LBJFT +/-41 PSF 1653.8 LB/FT sso.o LB/FT +/-45 PSF 1806.4 l..SIFT 360.0 LB/FT ANCHOR NOTES: SEE SHEET 18 FOR ANCHOR NOTES. 6.0" 8. 0 " ' i 6 , 0 " ' 6.0'' 6 . 0 ' ' 6 . 0 " ' 6.0" 6 . 6 " 6 . 0 ' " 6.0'' 5.5" 2.7B" 5.76. 4.26" 3.5'' 2.75" 2.5" 4.25· 3.26" 2.16· 2.25• 2.0" 4.0" 3.2159 2.75" 2.25" 2.0" 3.25"' 3.0" 2.5" 2.5" 4. 2 5 " 3 . 5 ' ' 6 . 0 " 6 . 0 " 4 . 5 " 3 . 6 " 3 . 0 ' ' 8 . 0 " 3 . 5 ' ' 3 . 0 " 2 . 5 " 4 . 5 " 3 . 6 " 3 . 0 ' ' 2 . 5 " 2. 2 5 " 4 . 5 " 3 . . . 3 . 0 " 2 . 5 " 2. 2 6 " 4 . 0 " 3 . 5 " 3 . 0 " 2. 7 5 " 2 . 6 " 8 . 0 " 8 . 0 " 6 . 0 " 6 . 0 " 8 . 0 " 8 . 0 " 6 . 2 6 ' ' 8 . 0 " 6 . 0 " 8 . 0 " 5 , 5 " 4 . 5 " 6 . 0 " 6 . 0 " 6 . 2 6 ' ' 4 . 5 " 4 . 0 " 6 . 0 " 6 . 0 " 5 . 2 5 ' ' I · - - - t ~ - - 8 , 0 " 6 . 0 " 5 , 5 " 5 , 0 ' ' 4 . 6 " 6 . 0 " 6 . 0 " 8 , 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 8 . 0 " 6 . 2 5 " 6 . 0 " 6 . I J " 6 . 0 " 5 . 2 5 " 4 . 5 " 6 . 0 " 6 , 0 " 5 . 2 5 " 4 . 5 ' ' 4 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 5 . 0 " 4 . 0 ' " 6 . 0 " 6 . 0 " 5 . 0 " 4 . 0 " 3 , 5 " 6 . 0 " 6 . 0 " 4 . 0 " 3 . 5 " 3 . 0 " 6 . 0 " s . o · 5 . 5 " 4 . 0 " a . o · 2 . 5 " e . o · 4 . 2 5 " 3 . 2 5 " 2 . 5 " 2 . 2 5 " 4 . 6 " 3 . 5 • 2 . 7 5 " 2 . 2 5 " 2 . 0 · 3 . 5 • 2 . 7 5 " 2 . 2 5 " 2 . 0 · 3 . 5 " 6 . 0 " 4 . 7 5 ' ' 2 . 7 5 " 5 . 2 5 " 4 . 0 " 2 . 2 5 " - - ~ _ : _ _ _ . . ~ s : _ _ 2 . 0 · 4 . 0 " 6 . 0 " a . a " 0 . 5 " 5 . 0 " . . , , . 3 , 0 " 5 . 2 5 ' ' 4 . 7 5 ' ' 4 . 2 5 ' ' 3 . 7 5 " 3 . 5 " 3 . 0 " 2 . 7 5 " 2 . 5 " 2 . 2 5 " 2 . 0 · 8 . 0 " 6 . 0 " 5 . 5 " 4 . 5 " 8 . 0 " 6 . 0 " 4 . 0 " 8 . 0 " 8 , 0 " 4 . 7 5 " 4 . 0 " 3 . 5 " 8 . 0 " 4 . 7 6 " 4 . 0 " 3 . 2 5 " 3 . 0 " 4 . 7 5 " 4 . 0 " 3 . 0 " 5 . 2 5 " M A X I M U M S P A C I N G ( 0 , C . ) 1 / 4 " A L L - P O I N T S S O L I D - S E T T O 3 0 0 0 P S I M I N . C O N C R E T E ; 0 . 8 7 5 " M I N . E M B E D M E N T ; 3 • M I N . E D G E D I S T A N C E 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 0 " 6 . 0 " 8 . 0 " 5 . 0 " 4 . 2 5 " 3 . 5 " 8 . 0 " 5 . 2 5 " 4 . 2 5 " 3 . 5 ' ' 3 . 0 " 5 . 2 5 " 4 . 2 6 · 3 . 6 " 3 . 0 " 2 . 5 " 5 . 2 S - T O H O U O W B L O C K ; 0 . 8 7 5 " M I N . E M B E D M E N T ; 3 " M I N . E D G E D I S T A N C E 1 / 4 . L A G S C R E W T O G = 0 . 6 5 M I N W O O D ; 1 . 5 " M I N . E M B E D M E N T ; 0 . 7 5 " M I N . E D G E D I S T A N C E 5 . 1 1 6 . L A G S C R E W T O G = 0 . 4 2 M I N W O O D ; ' Z ' M I N . E M B E D M E N T ; 0 . 7 5 " M I N . E D G E D I S T A N C E 6 . 0 " 6 . 6 " 4 . 2 5 " 3 . 5 " a . o n 6 . 0 " 4 . 5 · a . 7 5 " ' 3 . 0 " 6 . 0 " 5 . 0 " 4 . 0 " 3 . 2 5 " 5 . 0 " 4 . 0 " 3 . 2 5 " 2 . 7 6 " . 2 . 6 · . . . . 4 . 0 " 3 . 5 " 9 . 2 5 " 3 . 0 " 8 , 0 " 8 . 0 " 8 . 0 " 5 . 2 5 " 4 . 2 5 " 3 . 5 " 8 , 0 " 5 . 5 " 3 . 2 5 " 2 . 7 5 " s , 7 5 a . . . . . 4 . 0 " 3 . 2 5 " 3 . 0 " 5 . 2 5 " 4 . 7 5 " 4 , 2 5 • 3 . 7 5 " 3 . 6 " W A L L M O U N T D I R E C T I V E R x R y 6 . o n 6 . o n 6 , 0 n 8 . 0 " 8 . 0 " 6 . 0 " 6 . 0 " 6 , 0 " 6 . 0 " 6 . 0 " 8 . 0 " 8 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 8 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 ' " 3 / B • D E W A I . . T O R D E W A L T C O N F L E X T O 1 6 1 9 P S I T O 4 5 1 0 P S I M I N . M I N . C O N C R E T E ; C O N C R E T E ; 3 . 6 " M I N . 3 . 6 " M I N . E M B E D M E N T ; E M B E O M E N T ; 3 . 7 6 " M I N , 3 . 7 6 " M I N . E D G E E D ~ E D I S T A N C E D I S T A N C E s . o · 6 . 0 " e . o · 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 8 . 0 " 6 . 0 " e . o • 6 . 0 " 6 . 0 " 6 . 0 " s . o · 6 . 0 " s . o · 6 . 0 " s . o · 6 . 0 " 8 . 0 " 8 . 0 " e . o • 6 . 0 " 6 . 0 " 6 . 0 " G . o · 6 . 0 " s . o · 6 . 0 " e . o · 6 . 0 " 6 . 0 " 8 . 0 " a . o · 6 . 0 " e . o · 6 , 0 " 6 . 0 " 6 . 0 " s . o · 6 . 0 " s . o • 6 . 0 " o . o · 6 . 0 " a . o · 6 . 0 " e . o · 6 . 0 " 8 . 0 " 6 . 0 " e . o • e . o · s . o · s . o · s . o · s . o · s . o · e . o · F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 C O P ' i R I G H T E N G I N E E f l l t i G E X P R E S # 2 0 - 3 1 2 6 2 S C A L E : N T S U N l E S S N O T E D ~ $ 8 ANCHOR S C H E D U L E : E N D R E T E N T I O N ( E R ) B U I L D - O U T M O U N T ( D O U B L E W A L L S L A T S ) SLAT DESIGN SPAN PRESSURE 1/4" DEWALT OR DEWALT ULTRACON TO 2700 PSI MIN. CONCRETE; 1.75" MIN. EMBEDMENT; 2SMIN. EDGE DISTANCE 1 / 4 " S S I T W T A P C O N T O 3 1 9 2 P S I M I N . C O N C R E T E ; 1 . 7 5 " M I N E M B E D M E N T ; 2. 5 " M I N . E D G E D I S T A N C E M A X I M U M S P A C I N G f O . C . ) 5 ' 1 6 " ' I T W T A P C O N 5 1 1 6 " D E W A L T I - - - ~ - - - ~ - - - - , O R D E W A L T I ~ ~ ~ ~ ~ ~ L L \ 1 1 4 • L A G 5 ' 1 6 " L A G # 1 s 6 ~ ~ D s ~ i ~ , ° F ~ i L ~ c 5 T 3 ~ ~ ~ ~ ~ 1 T O : l ~ ~ P S I R O U ~ ~ I L L E I T O H O L L O W T O : l ~ ~ P S I T 0 3 0 0 0 P S I T O H O L L O W T O ~ : ~ _ ; : M I N T O ~ : ~ - ~ M I N T O G = 0 . 5 5 P E ~ ~ ~ : : ~ O N M I N . C O N C R E T E · C O N C R E T E C O N C R E T E C O N C R E T E ; M I N . B L O C K · W O O D ; W O O D : M I N W O O D ; O R 1 , 4 _ 2 0 4 1 0 C O N C R E T E ; 2 2 5 • M I N · B L O C K ; B L O C K ; 2 _ s a M I N . C O N C R E T E : 0 . 8 7 5 " M I N . 1 . 5 " M I N . 2 " M I N . 1 . S - M I N . S S T H R U - B O L T 2 " M I N E M B E D M E N T : 2 . 2 5 " M I N . 1 . 7 5 " M I N . E M B E D M E N T : 0 . 8 7 5 " M I N . E M B E D M E N T : E M B E D M E N T ; E M B E D M E N T ; E M B E D M E N T : T O O 1 2 5 • M I N E ~ - ~ ~ ~ ~ ~ ~ ~ : 3 1 2 5 " M I N E M B E D M E N T : E M B E D M E N T ; 3 " M I N . ; ~ ~ ~ ~ ~ ~ ~ ~ ; ~ 6 " 1 d ~ - 0 - ~ ~ ~ t - 0 - ~ ~ i t · 0 - ~ ~ ; t · 6 0 ~ ~ T 6 A L U M ; E D G E . E D G E . ~ ~ d ~ - 4 ~ ~ ~ ~ ~ ~ ~ E E D G E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E 0 · 5 D l ~ ~ ~ ~ E G E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E 1 1 4 " A L L - P O I N T S S O L I D - S E T 3 . 1 8 " D E W A L T O R D E W A L T C O N F L E X 5 f 1 6 " ' 4 1 0 S S 3 f 8 " D E W A L T 1 - - - - ~ - - - - - - < $ M S W I F U L L S C R E W T H R E A D B O L T P E N E T R A T I O N T O 3 0 0 0 P S I T O 1 8 1 9 P S I T O 4 5 1 0 P S I O R 5 1 1 6 - 1 8 4 1 0 M I N . M I N . M I N . S S T H R U - B O L T C O N C R E T E ; C O N C R E T E ; C O N C R E T E ; T O 0 . 2 5 " M I N . 3 . 5 " M I N . 3 . 5 " M I N . 3 . 5 " M I N . 6 0 6 3 - T S A L U M : E M B E D M E N T · M B E D M E N T M B E D M E N T 0 . 6 2 5 " M I N . 4 S M I N . ' 3 . 7 5 " M I N . 3 . 7 5 " M I N . E D G E E D G E E D G E E D G E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E +f-40 PSF 315.5 LB/FT 227.8 LBIFT 6.0" 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 5 . 5 " 4 . 7 5 " 5 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 02· :: :~ ::: ~!~:: ~::; !:~·.; ~:~-::~~ { , 0 i ~ - - - - : : ~ : : : ~ : t i : - - - f - - ' ~ / ~ o ~ - : · _ , _ _ ~ : ~ ~ 0 ~ - · . . - - : : ~ : : - - - · - t ~ ~ : . ~ - - - · ~ : ~ : : - + - ~ 2 ~ / 0 ~ : - · - - i - - 3 2 - - ~ 5 - : : - · - - - - - i - - : - - . ~ - : : - - - - 1 - - - : ~ : ~ - : ~ - . - + - - : ~ : ~ - : ~ : - - - - : : ~ : : - - - : : ~ : ~ +/-100 PSF 984.8 LB/FT 569.6 LB/FT 3.5" 3 . 7 5 " 6 . 0 " 6 . 0 " 5 . 0 " 2 . 5 " 4 . 5 " 4 . 2 5 ' ' 2 . 2 5 " u ' . / . / . / . / . / / / . / 2 . , . , r . , / / / / . / / / / / 4 3 . 2 5 " 3 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " +f-120 PSF 1206.2 LB/FT 683.5 LB/FT 2.75" 3 . 0 " 5 . 2 5 " 5 . 2 5 " 4 . 0 " 2 . 0 " 3 . 7 5 " 3 . 5 " 2 . 0 " W / / / / / / 0 0 : , ~ / / / 2 . 7 5 " 2 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/-40 PSF 516.3 LBfFT 277.8 LB/FT 6.0" 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 4 . 7 5 " 6 . 0 " 6 . 0 " 4 . 7 5 " 3 . 5 " 3 . 0 " 3 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " +f-102 PSF 1451.9 LB/FT 709.9 LB/FT 2.5" 2 . 5 " 4 . 5 " 4 . 5 " 3 . 5 " 3 . 2 5 " 3 . 0 " - 1 / / / / . / / / / 4 ' h - 1 / / / / / / 4 2 . 5 " 2 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " 1w·rc-~;-~1=~cc~cci-=-~+'i\cc\;"'{-=-;~cci\cc~cc~+.c~:cc!~;-IC,~-;;:I~ c . c : ; - = - : + - _ i ; c 1 c c t _ · _ + - _ ~ ; c : ~ c c ~ ~ - = - : : _ - + - _ ~ ~ " ' 7 ~ " \ _ - - - t - _ - : ' l ' ; : - l : ; - : - 1 - - ~ : c i c c : _ - - - t , , . , . , i ~ . , 3 ~ T , i . , , : = + - - - - c ~ c c \ c c ~ ~ - = - : : _ 1 - - 3 ' ; : - ~ 7 ' ; : - } ; - : · _ v . _ = 3 . 5 " . . , , . , , . ✓ - · 1 1 / , ~ ■ ~ : ~ . . ~ ~ , , . , ~ = = = ~ t ~ r ~ : · = = ~ ~ = = ~ ~ • ~ i i ~ • f = = = + = = ~ i ~ I ; : = = + = = ; r ~ r : = = ~ = = ~ i ~ I ; : : = ~ +/-40 PSF 1007.7 LB/FT 400.1 LB/FT 3.75" 4 . 0 " 6 . 0 " 6 . 0 " 5 . 5 " 2 . 7 5 " 5 . 0 " 4 . 7 5 " ~ , . 4 . 0 " 4 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/. 50 PSF 1269.4 LB/FT 500.1 LB/FT 3.0" 3 . 2 5 " 5 . 5 " 5 . 5 " 4 . 5 " 2 . 2 5 " 4 . 0 " 3 . 7 5 " 3 . 0 " 3 . 2 5 " 6 . 0 " 8 . 0 " 6 . 0 " 144" +I-60 PSF 1530.5 LB/FT 600.1 LB/FT 2.5" 2 . 7 5 " 4 . 7 5 " 4 . 5 " 3 . 5 " r / f f / / / / / / A 3 . 2 5 ' ' 3 . 0 " 2 . 5 " 2 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " +I• 70 PSF 1791.0 LB/FT 700.1 LB/FT 2.0" 2 . 2 5 " 4 . 0 " 4 . 0 " 3 . 0 " ' - ' / / / / / / / / / 2 2 . 7 5 " 2 . 5 " 2 . 2 5 " 2 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/. BO PSF 2051.0 LB/FT 800.2 LB/FT 2 . 0 " 3 . 5 " 3 . 5 " 2 . 7 5 " / 9 ' / / / / . , 0 / / 2 ; 2 . 5 " 2 . 2 5 " 2 . 0 " 2 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " +/-35 PSF 1046.5 LB/FT 389.0 LB/FT 3.75" 4 . 0 " 6 . 0 " 6 . 0 " 5 . 5 " 2 . 7 5 " 5 . 0 " 4 . 5 " 2 . 5 " V / / / / / 2 4 . 0 " 4 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/-43PSF 1304.2LBIFT 481.6LB/FT 3.0" 3 . 2 5 " 5 . 5 " 5 . 5 " 4 . 2 5 " 2 . 2 5 " 4 . 0 " 3 . 7 5 " W . , . , h 0 ' ° . , . , ; ~ ~ ; . , . , . , . . , - ~ 3 . 0 " 3 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " 160'' +/-52 PSF 1561.8 LB/FT 574.2 LB/FT 2.5" 2 . 7 5 " 4 . 7 5 " 4 . 5 " 3 . 5 " . . , , , ' ' - ' ' 3 . 2 5 " 3 . 0 " · , , . , . , . . , . , . , . , . , . h 2 . 5 " 2 . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/. 60 PSF 1819.5 LB/FT 666.8 LB/FT 2.0" 2 . 2 5 " 4 . 0 " 4 . 0 ' ' 3 . 0 " f , W / , , @ ' / , , - 0 3 . 0 " 2 . 5 " 2 . 2 5 " 2 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/-68 PSF 2077.1 LB/FT 759.4 LB/FT 2 . 0 " 3 . 5 " 3 . 5 " 2 . 7 5 " 2 . 5 " 2 . 2 5 " ' - 1 / / / / / , . , . , h l l ; j - - _ - _ ~ - C C ' ; ; - 2 - g o " = = = ⇒ = = = j 2 ~ . o ; : • = = = c = = t • • g o • ~ • = = c = = • ~ - o g " = = + = = J • - : g o • ~ • = ~ r.:~:-: :~:co!oc-:-+-c~~;-;•cc::c:-~;°;~:"';"~+i:~~~cc:~:-c~"':~;;c~c,-r t-~33;;;-~;;;;~.----+--3 ; . ' \ ; ; ; s ~ c . - : , - + - - i : c , : ~ : c - : - - + - - ' : : - : : ' ; ; ~ : , - - - - - + - - - - - , : c : : ~ " " : : , - : - - - - - , - - - - , 2 0 : ~ 2 ~ 5 ; ; - . - + - - - - ' c : : ~ ~ : : - : - t - - - - - : - ! : ' ; ; ~ : , - : - t - - 2 ' ; c . 2 ' ; c s , _ " - 1 0 ' . W 3 ~ 2 5 ; . . ! : ~ ~ : : ~ : : : : ~ : : : : ~ : : 192' :;::.::~ ::~~;~:;:~ ~~~:~::~ ~~: 2 ~ 7 5 ~ : · ! ~ : . : ~ : . 3 ; 7 . ~ . - 0 - / / , : ; ~ : m , ; ; ~ : . 3 ; 2 : , : · ~ / ~ ~ / / / / / / / / , • ~ r : ; ~ : ; ~ ~ . . : ~ : : : ~ : : : ~ : : +J-45PSF 1806.4LB/FT 600.1 LBIF.T 2.25~ 2 . 2 5 " 4 . 0 " 4 . 0 " 3 . 2 5 " 3 . 0 " 2 . 7 5 " v . , . , . , . , . , . , . , . , . , h v / / / / / / / / / / / , , . , . , 2 . 5 " 2 . s · 6 . 0 " 6 . 0 " e . o " ANCHOR NOTES: SEE SHEET 18 FOR ANCHOR NOTES. B U I L D - O U T M O U N T D I R E C T I V E A N C H O R P E R s ½ , / R x H O S T S T R U C T U R E P E R S C H E D U L E F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 4 g C A # g 9 8 5 u a ; ~ § z - : , : 0 ( / J § w z 1 5 u ~ 0 . . . : , V J ~ : , : 0 . ~ c S l " ' I 0 : , V J ~ i c * ~ 0 ~ ~ t i , ! , ~ l n l i i l ! ~ i i , 3 : s : o I I ! 0 : : : 8 f ~ . . . U J ~ l i i : 5 I = 3 : ~ : : : , 4 ' : : : c : z V J 0 z z d ' 1 6 a ; w i i ! E U J E : : ; ; : ~ < C ~ ' " N C N 2 . . I 8 : . . t ; : , " ~ C O P ' : ' 1 ' , I G ' " I T E N G I N E E m N G E X P R E S s " 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T ! a > ANCHOR S C H E D U L E : E N D R E T E N T I O N ( E R ) I N T E R I O R M O U N T ( D O U B L E W A L L S L A T S ) M A X I M U M S P A C I N G r o . c . 1 5 1 1 6 " n w T A P C O N 1 / 4 • A L L - P O I N T S S O L I D - s E T 3 1 8 • D E W A L T O R D E W A L T 6 1 1 8 " 0 E W A L T C O N F L E X 1/4.DEWALT 1 1 4 • s s n w O R D E W A L T 1 W D E W A L T 1 / 4 • L A G 5 1 1 8 " L A G # 1 4 W O O O # 1 4 4 1 0 S S S M S 5 / 1 6 " 4 1 0 S S S M S 3 / B " D E W A L T OR DEWALT W / F U U . S C R E W B O L T ULTRACON T A P C O N U L T R A C O N P O W E R - B O L T S C R E W S C R E W S C R E W T H R E A D W / F U L L T H R ~ D T 0 3 0 0 0 P S I T 0 1 8 1 9 P S I 1 0 4 5 1 0 P S I 1 0 3 1 9 2 P S I T 0 3 5 0 0 P S I T O 2 8 9 9 P S I T O T O H O U . O W T O 3 0 0 0 P S I T O 8 = 0 . 5 5 M I N T O 8 = 0 . 4 2 M I N T Q G : : : : 0 . 6 6 P E N E T R A T I O N TO2700PSI l R O U T - F I U E l 1 0 3 0 0 0 P S I T O H O L L O W P E N E T R A T I O N M I N . M I N . M I N . M I N . M I N . M I N . C O N C R E T E M I N . W O O D : W O O D ; M I N W O O D ; O R 5 1 1 8 - 1 8 4 1 0 MIN. M I N . B L O C K ; O R 1 / 4 - 2 0 4 1 0 C O N C R E T E ; C O N C R E T E ; C O N C R E T E : C O N C R E T E : C O N C R E T E B L O C K : C O N C R E T E ; 1 . S ' M I N . 2 " M I N . 1 . 5 " M I N . S S T H R U - B O L T C O N C R E T E : C O N C R E T E ; CONCRETE: C O N C R E T E ; 0 . 8 7 6 . M J N . S S T H R U - B O L T 3 . e i " M I N . 3 . 6 . M I N . 3 . 6 . M I N . 1 . 7 6 " M I N , 2 • M 1 N . 2 . 2 6 " M I N . B L O C K ; 1 . 7 5 " M I N . 2 . 6 " M I N . E M B E D M E N T ; E M B E D M E N T ; E M B E D M E N T ; T O 0 . 2 6 " M I N . t.ni"MIN. E M B E D M E N T ; 2 . 2 6 . M I N . E M B E D M E N T ; E M B E D M E N T · 0 . 8 7 5 " M I N . E M B E D M E N T ; T O 0 . 1 2 5 " M I N . E t . E E D M E N T ; E M B E D M E N T ; E M B E D M E N T : E M B E D M E N T ; E M B E D M E N T ; E M B E O M E N T ; 3 • M I N . 0 . 7 5 " M I N . 0 . 7 S ' M I N . 0 . 7 S ' M I N . 6 0 8 3 - T e A L U M : EMBEDMENT; 3 . 1 2 5 " M I N . E M B E D M E N T : 4 • M I N . 3 • M I N . E D G E ' 8 0 6 3 - 1 ' 6 A L U M ; 4 . 5 " M I N . 3 . 7 5 " M I N . 3 . 7 S ' M 1 N . 2.6 " M I N . E D G E 3 . 1 2 6 • M t N . 3 • M I N . E D G E E D G E E D G E E D G E E D G E 0 . 6 2 5 " M I N . E D G E 2.5• MIN. EDGE D I S T A N C E E D G E E D G E 4 • M I N . E D G E E D G E D I S T A N C E D I S T A N C E D t S T A N C E D I S T A N C E o . s • M I N . E D G E D I S T A N C E E D G E E D G E E 0 8 E DISTANCE D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E D I S T A N C E SIAT DESIGN !!!! ~ SPAN PRESSURE +/-40 PSF 406.7 LB/FT 138.7 LB/FT 8.0" 6 . 0 " 8 . 0 " 8 . 0 " 8 . 0 " 6 . 0 " B . a ' 6 . 0 " 8 . 0 " 4 . 7 6 " 4 . 0 " 5 . 0 " 8 . 0 " 8 . o • 8 . 0 " 8 . 0 " 8 . 0 " +/-60 PSF i 676.2 LB/Ff 205.0LB/FT 6.0" 6 . 0 " 6 . 0 " 6 . 0 " 6 , 0 ' ' 4 . 7 5 " 6 , 0 " 8 . o • 4 . 2 6 " 2 . 7 5 " 2 . 5 " 3 . 0 " 6 , 0 ' ' 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 82" +/-BO PSF I 944.8 LB/FT 273.3LBIFT 4.26" 4 . 7 5 " 8 . 0 " 8 . 0 " 6 . 0 " 3 . 6 " 8 , 0 " 5 . 5 " 3 . 0 " ' 2 . 0 · ~ o - 6 . 0 " 5 . 6 " 6 . 0 " 6 . 0 " 8 . 0 " +/-100PSF ! 1212.7LBJFT 341.7LB/FT 3.5" 3 . 7 5 " 6 . 0 " 6 . 0 " 5 . 0 " 2 . 1 5 ' 4 . 7 ! 5 " 4 . 2 5 " 2 . 2 5 " I . 2 . 5 " 3 . 2 6 " ' / / . 4 . 0 " 4 . 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/-120 PSF I 1479.7 LB/FT 410.0LBJFT 2.76" 3 . 0 " 6 . 2 6 ' ' 6 . 2 6 " 4 . 0 " 2 . 2 6 " 4 . 0 " 3 . 5 " 2 . 0 ' 3 . 2 6 " 3 . 6 " 8 . 0 " 8 . 0 " 8 . 0 " +/-40 PSF I 627.5 LB/FT 166.7 LBJFT 6.0" 6 . 0 " 6 . 0 " 6 . 0 " G . O ' ' 5 . 5 ' 6 . 0 " 6 . 0 " 4 . 7 5 " a . a · e . a • 8 . 0 " 8 . 0 " 8 . 0 " +/-56 PSF 905.6LB/Ff 231.6 LB/FT 4.75• 6 . 0 " 8 . 0 " B . 0 " 6 . 0 " 3 . 7 8 ' 6 . 0 " 6 . 7 5 " 3 . 2 6 " N : , 6 . 6 ' ' 6 . 0 " 8 . 0 " 6 . 0 " 6 . 0 " 100" +/-71 PSF 1183. 1 LB/FT 296.3LBIFT 3.5" 3 . 7 5 " 6 . 0 " 6 . 0 " 5 . 2 6 " 3 . 0 " 5 . 0 " 4 . 5 " 2 . 5 " 4 . 2 5 " , . 7 5 " 6 . 0 " 6 . 0 " 6 . 0 " +/-87PSF I 1459,9 LB/FT 361.1 LB/FT 3.0" 3 , 0 " 6 . 5 " 6 . 6 1 4 . 2 6 " 2 . 2 6 " 4 . 0 " 3 . 6 " 2 . 0 " 3 , 5 " 4 . 0 " 8 . 0 ' 8 . 0 ' 8 . 0 " "'i-102PSF 1735.9 LBlFT 425.9LB/FT 2.5" 2 . 5 ' ' 4 . 5 " 4 . 5 " 3 . 5 " 2 . 0 " 3 . 5 " 3 . 0 " 2 . 7 5 " 3 . 2 5 ' ' 8 . 0 " 6 . 0 " 6 . 0 " +/-40PSF 889.3LB/FT 200.0LBIFT 6.0" 6 . 2 6 " 8 . 0 " 6 . 0 " 6 . 0 ' ' 4 . 0 " 8 . 0 " e . o · 3 . 6 " 6 . 0 " 6 . 0 " 8 . 0 " 6 . 0 " 8 . 0 " +/-52 PSF 1158.9LB/FT 262.4LBIFT 3.76" 4 . 0 " 6 . 0 ' ' 8 . 0 " 5 . 6 " 3 . 0 " 5 . 2 5 " 4 . 6 " 2 . 5 " 4 . 6 " 5 . 2 5 ' ' 6 . 0 " 6 . 0 " 6 , 0 " 120" +/-66PSF 1446.0 LB/FT 324.7LBIFT 3.0" 3 . 2 6 " 6 . 6 " 6 , 6 " 4 . 2 5 " 2 . 6 ~ 4 . 2 6 " 3 . 7 6 " 2 . 0 · 3 , 6 ' ' 4 . 0 ' ' 8 . 0 " 6 . 0 " 6 . 0 " +/-nPSF _ 1~_.4_':_B~ 367.1 LB/FT 2.5" 2 . 5 " _ _ _ 4 : . 7 ! ; " _ _ _ - - 4 , 5 ' . _ 3 . 5 " 2 . 0 " 3 . 5 " _ _ _ 3 . ~ _ 3 . 0 ' ' 3 . 5 " 6 , 0 " B . 0 " 8 , 0 " +1-BOPSF 20242LB/FT -4495·LB1FT 2.0· 2 . 2 5 ' ' 4 . 0 " 4 . 0 " 3 . 0 " W / , W / / f f i 3 . o · 2 . 5 " 2 . 6 " 3 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " +/-40PSF 1167.6 LB/FT 240.0LBIFT 3.75"' 4 . 0 ' ' 6 . 0 ' ' 6 , 0 " 5 . 6 " 3 . 0 " 5 . 2 5 ' , . 7 5 " 2 . 5 " ' / / , 4 . 5 " 5 . 6 " 8 . 0 " 8 . o · 6 . 0 " +/-50 PSF I 1488.5 L9JFT 300.0LBIFT 3.0" 3 . 2 6 " 6 . 7 6 " 6 . 6 " 4 . 2 6 " 2 . 6 " 4 . 2 6 " 3 . 7 6 ' ' 2 . 0 " . . . . . 4 . 2 6 " 6 . 0 " 6 . 0 " 8 . 0 " 144" +/-BOPSF 1n0.6LB/FT 360.0LB/FT 2.5" 2 . 6 ' ' 4 . 7 5 " 4 . 5 ' ' 3 . 6 " 2 . 0 " 3 . 5 " 3 , 0 " 3 . 0 " 3 . 6 " 8 . 0 " 6 . 0 " 8 . 0 " +/-70PSF 2071.2LB/Fr 420.0LB/FT 2.0" 2 . 2 6 " 4 . 0 " 4 . 0 " 3 . 0 " 3 . 0 " 2 . 6 " 2 . 6 ' " 3 . 1 1 ' 6 . 0 " o . o · 8 . 0 " +/•BOPSF 2371.2LB/FT 480.0LB/FT 2 . 0 " 3 . 5 " 3 . 6 " 2 . 6 " 2 . 5 " 2 . 2 5 ' ' 2 . 2 6 " 2 . 6 " 8 . 0 " 6 . 0 " 6 . 0 " +/-35PSF 1202.2 LB/FT 233.3LBIFT 3.75" 4 . 0 ' ' 8 . 0 " 6 . 0 " 5 . 2 5 " 3 . 0 " 5 . 2 5 " 4 . S ' 2 . 5 " ■ 4 . 5 " 5 . 5 " 8 . 0 " 8 . 0 " 6 . 0 " +/-43PSF 1496.9 LB/FT 288.9LB/FT 3.0" 3 . 0 " 5 . 5 ' ' 5 . 5 " 4 . 2 5 " 2 . 5 " 4 . 2 5 " 3 . 7 5 " 2 . 0 " 3 . 5 " 4 . 2 5 " 6 . 0 " 8 . 0 " 6 . 0 " 160" +/-52 PSF 1791.6 LB/FT 344.4LB/FT 2.5" 2 . 5 " 4 . 7 5 " 4 . 5 " 3 . 5 " 2 . 0 " 3 . 5 " 3 . o · 3 . 0 " 3 . 5 " 8 . 0 " 6 . 0 " 8 . 0 " +/-80PSF 2086.3LB/FT 400.0LBl'n' 2.0" 2 . 2 5 " 4 . 0 " 4 . a · 3 . 0 " / / / / H / 7 / / , 3 . 0 " 2 . 6 " 2 . 5 " 3 . 0 " 6 . 0 " 8 . 0 " 6 . 0 " +/-68 PSF 2381.0LBIFT 455.6LBIFT 2 . 0 " 3 . 5 " 3 . 5 " 2 . 5 " • n n / / / / 2 . 5 " 2 . 2 5 " 2 . 2 5 " 2 . 7 5 " 6 . 0 " 6 . 0 " 6 , 0 " +/-30 PSF 1358.1 LB/FT 240.0LB/FT 3.25· 3 . 5 " 6 . 0 " 6 . 0 " 4 . 7 5 " 2 . 7 f S ' 4 , 7 6 " 4 . 0 " 2 . 2 5 " 4 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " 6 . 0 " +/-34 PSF 1528.7 LB/FT 270.0LBIFT 3.0" 3 . 0 " 5 . 5 " 5 . 5 " 4 . 2 5 " 2 . 5 " 4 . 2 5 " 3 . 5 " 2 . 0 " 3 . 5 " 4 . 5 " 6 . 0 " 8 . 0 " 6 . 0 " 192" +/-38 PSF 1701.3 LB/FT 300.0LBIFT 2.6" 2 . 7 6 " 6 . 0 " 5 . 0 " 3 . 7 6 " 2 . 2 5 " 3 . 7 S - 3 . 2 5 " 3 . 2 6 " 4 . 0 " 8 . 0 " 6 . 0 " 6 . 0 " +/-4~ PSf 11~~-~ L~_ 330.0LB/FT 2-~- 2 . 5 " 4 . 5 " 4 . 5 ' ' 3 . 5 ' ' 2 . 0 " 3 . 5 " 3 , 0 " 3 . 0 " 3 . 5 " 6 . 0 " 6 . 0 " 8 . 0 " +/-46 PSF 2046.6 LB/FT -360.0 LB/FT 2.0" 2 . 2 5 " 4 . 0 " 4 . 0 ' ' · " · a . t r ' - 3 . 0 " 2 . 7 6 " 2 . 7 5 " 3 . 2 5 " 6 . 0 " 6 . 0 " 6 . 0 " ANCHOR NOTES: SEE SHEET I 18 FOR ANCHOR NOTES. I N T E R I O R M O U N T D I R E C T I V E F R A N K B E N N A A D O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 5 i i ! w : : ; ; : < ( ~ ~ ~ C ~ I ~ ~ ~ ~ ~ O : : . Q : ' . ! ~ B o _ . a : ~ ~ ~ ! ! : / 0 - q ; m i ~ I § n 1 : 1 1 • 1 ~ - - - ~ 1 1 ~ 1 _ . n 1 1 1 j " ! h I i ~ ! I i l l l l C O P Y r . t G ' 1 T E N : i t t l E E P - [ t l G E X P R E S ~ 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D ~ ~ : : . s MULLION ~ □ ~ D E N D R E T E N T I O N { E R } ~ SCHEDULE: ~ 9 R , INTERMEDIATE A , C b R • 9 . ~ S I N G L E W A L L S L A T -r.:- I R , , . . MULLIONS . , .c.---e.xtr25" .All.JU TUBE s - . . . ' " X o . 2 S ~ A U J l , l r r u a e . ◄ • . : & - " - < J 1 5 " A l l ! M f U 4 E I J ° ' l l _ . " ) t 0 . 2 S " J . . U N T I J 2 ! E M U L L I O N S C H E D U L E S Sl.4T ~ \W<MUWON END 1 1 , M , l M U L L I ~ E > I D M A X M U U J O N m o M A X . 1 " ' l . A . L I O N E N O R E A C T I O N f l : " ' . . . ~N4 f'RESWRE La.en< REACTIOM R l L 9 . C T H : : t . E A C T I O H A l L D . t C T I I o c . . e n o i . 1 1 1 U } , C T U . . ~ t z : ., ... ...-, .... ' t&G.DLB , . . . . . U S 4 0 . 0 l S , . . , , . 1 5 4 - ) J l L 8 . . . . . . . . U W O . D t . B w . , , g r *"'?SF 14'0' ' 20500lB , . , . , . 1 J ; I J 7 4 . L 8 . . . . . 2 0 5 0 0 L 8 . . . . . I I " 2 0 5 < ! 0 L B l i 1 w t ~ 1 v i s •r ~J..IOPSF" , .... .?-◄600Le , 3 2 . , . . . . . . U ! , . . , , . J l . 5 0 . 0 U . . . , , . . " ' 5 0 . 0 l t l M U W O N S C H E D U L E N O T E S : o : : , - ' , l l l ! l r i , ~ { / ) - = - : ! c l .,.,,...,-tU.O" 2!"1 GLB 1 2 8 1 T 2 5 t Z . Z L I ! , . . , , . . 2 9 7 Q O U f l ? V ' " : n 1 2 L I O • : I : i i - ... ..,..,-' '"" 3-280.0LB 1 2 0 . 8 " ' 2 1 . . . e . o t B 1 4 ' . I I " 3 2 8 8 . 0 t . 8 1 : n r 2 9 8 5 . 5 L B I V A L U f S S H O W N I N M U U J ( ) . ~ S O i f O U L f S A A £ M A ) ( f f < U M A L L O W A J ! l E ' 1 Q U O N L E N G T ! l S A T E A O l ~ ~ W U z ; ~"°~ 144.0" 1700.0lB , . . . . . O C O O \ a . . . , , . t 1 ' 0 ! ! I G L & ! 4 4 1 ( 1 " " 1 1 0 1 : 1 . a l 3 R E S l ' E C T l V E 5 1 : A T S P A ~ A I I D D E S I G N P R E S S U R E g : ~ ~ : ; - i J ! ; ; 4'9PSF I tc•.cr 2COO SlB U O Y " ' 2 1 2 L I ! , . . . . , . 2 0 8 0 . 5 L a . _ . . , , . " ' 8 0 3 U ! . 2 . , r m , R _ " \ E D I A T E M U W C l f l S • A R E A S D E F I N E D [ I I E L E V A T I O N 2 / 3 . 1 2 - - = " ' 1 1 1 ~ 9S" .+-SSPSF ,.,. er Z-IS'I OtB m r ' Z Z S 7 . 4 l 8 . . . . . . 2 4 6 1 . D U . . . . , . 2 ' 6 1 . 0 L S 3 " ' e < O . , u t U O N S " A A E ~ D E A N E D t N a E V A T I Q N 2 / l , a : : . . 1 o s t ~ ....,67PSF , .. .,. 28111 ◄ 1..B 1 ? 1 1 5 . . : k . 9 5 5 L 8 . . . . , . 3 - I U U t 3 1 ' S - 2 1 1 3 1 L B 4 A l l M U W O N S S H A L L e c . 0 6 l · T 6 A l U M i N I . M O R E Q U I V A L E N T 1 • ' e 1 ; , 5 A U O W A 8 l £ D E S I G N P R E S S U R E S A N D S l A T 5 P > \ t 4 5 [ N O I C A T l : O A A c F O R D f l E R M : N I N G f E R M I S S I B l E 47fiPSF IC.SO· ttltllll 1 2 1 . l ' " 2 1 1 3 . S L 8 · . u r 3 2 2 1 9 U , 3 1 r 2 9 5 0 - 2 L I ! l < U W O N t f t l G T H S O K L Y A C T V A L S u \ T S P A N S M l ) D E S I G N F R E S S U R E S S H A U . t « > T E X C E E D T t t 0 5 E l ~ ~ - i ! 4AOPSf'. ..... IDDOOLB , . . . . . U I C O . Q l & . . . . , , . l ' I O ! U I L l l . . . . . 1 8 0 D . O U I J < D I C A T E D I l l S F A N S C H E D U L E S . .+-OPSF 144.0" ?134 2LB , , . , . " ' " 2 . 0 L B . . . . . , . Z f ) 4 . 2 U . . . . . 2 1 ) C : L B 6 · e m R E t . C T I O N s · t l R : u s n o F o i : t E A C H C O M . B I N . ~ T I O N O F O E S l G N L O A D , M u t . U a , T Y i ' £ " , S L A T n ' P f 0 ~ 'lO" ..... _ 1uo· z,.g411.,a 1 , : : s • Z V t t L 8 • • , e r 2 4 6 8 - ◄ U u , c r : k 6 8 . C l B ( O P E N O R C U l S £ 0 ) 6 S u \ T 5 " : . N C l < O O S E M O U I I T T N G C O N N l ' C T I O l < S ( P S I A P P U C A 8 1 . E C O N S E C T I O N i : ~ a ... .,..,-l«_O' :m,oui 1 ? 7 0 - 2 , t , 7 2 . 6 L S . . . _ . . ' 2 8 1 X l . 5 l ! 1 3 8 - \ - 2 0 I I U U I D E T A I L S H E R E I N ) T H A T P R O V [ O E S " C O I I N E C T l < J N C A l ' A C I T I " G R E A T E R T H > . N O R E Q U A L T O ' E N D R E A C T I O N S ' u +~10P~ 144.0" 31:lG 7 LB i - u , r 2 6 6 5 . . S L A i < W D ' " " 3 t l 5 H I I 1 l , l 0 ' ' . B 9 7 i l 8 G l \ / 6 1 f / I B O O E . : 5 a : -1-•PSF , .... 19000UI , . . . . . . 1 9 0 0 0 U l . . . . _ . . . 1 9 0 0 - 0 L n , . . . , . . U I O O O U 1 7 ' [ N T I ' R > ' . E D ! A T E . . U W 0 t 1 S • S H A U . H A V E E Q U A L S t A T S ? A f 6 0 0 A O J A : : E N T S I D E S O f ' M U U J O H § I ♦46P.S,: ..... 215091.B- 1 , 3 ; r 2 0 9 8 . 3 L S . , . . . , r > > 1 1 » u . . . . I r 2 1 0 0 , u , O T H E R W E S I : , U S E " E H > f ' t J W O I < T A B L E S z - : i : 115' +SlPSF , ..... er !-4-l\.7LI 1 3 2 3 " ' 2 2 1 1 1 ! , U l , . . . . 2 ' 9 1 7 U : 1 4 3 r : ; c ; g , _ C l , l J ! 0 " ' ..... _ , .... I Z7lHLB 1 2 7 . S - : M S S J J U l , . . . . . l T 1 2 . & U t l A I ! · · 2 1 1 6 $ I L I ! . s u I z ! --•~6'P~ ~tr "'635 LB l ? l l " ; : 6 2 3 , 8 L B . , , , . r r , o & ) _ S L ! 1 3 , / l r 3 £ " 7 l 8 ~ •40PSF 1.t!AIT l!Xl)QIJI 1 4 2 . Z ' 1 9 7 A I L ! . 1 A 4 J Y 1 l f 0 0 . 0 L I , . . . c - . , . . . , . . _ . t : l i 445PSF l«.O' 2'500Ul 1 . l G i ' " 2 1 3 5 . 1 l B , . . . c - 2 2 5 0 . 0 l ! f , . . . , . 7 2 5 0 . l l l l l 0 . . ~ l l i ~ rocr .-1 50P~ t4A.cr ~GU! l l U I " " 2 9 1 . l U l , . . . . . : 5 C O O U 1 0 5 - " 2 - 4 i 1 1 U V ) 0 0 ~ c i ~ c . . 2 ,..55PSF ,..,,. 27S)C L9 1 2 1 . r 2 ' 4 - t t . . B l B - , . . _ _ . . 2 7 9 : l O L B U 9 0 - , . . . 5 1 . 1 : : , ~60 PSf ..... >OOlO LB l 2 4 ~ 2 5 8 7 . 5 l A , . . . c - S O O O G L l ! I ' " ' " " : ' ! ! 1 3 , I l B ( / ) ~ C e o ~ . . : : : ; ; : : ~ i f ' ? 0 1 r z : _ U J o : . . . < MULLION Q . - . I t , ; 1 , J : 1 = " ' ~ i j ; 3 . 1 ; ~ ~ ! ! : l S : L · T · < SCHEDULE: ° ' ~ . e e , _ t l END U J • J j : s - : , ~ ~ ~ 0 0 : : : : > i " ' i MULLIONS . , : I : . . V ) 0 •-~-.02:s• A W \ A n J B E . . . . _ • . , . . , . 2 5 . i " T U B E . i • N , 1 ) 2 9 A 1 . • - " " ' T U 9 E r w " " O l l ( ) . 2 9 A U J U 1 \ J B E z ..,., DESOGff """MUUDt END E N D I E N D R E A C T D ' - 1 . . . , M U L U » < a m e ~ o E P r o R E A C T ° ' a u : ~ W N t I \ E A . ~ : . , f t - . E N O E N D R E A C T ' I J N M A A M J J L U O U 9 1 D R E A C T I O N E N O R E I C f l C H I S I D R V C T I O N ; z . . . ,,.,.,, ~ ::FE L£NG1" REAtnot,Rv R f > G T I O H R I J t w r n l E N G l l - t R E A . C U l N R i l ~ E A C T I O N , - R ~ t n R E A C ; ' l l O t k l t ' I . _ , . , , . L B l G T H ~ ~ . . . . , , < C " ' --- u " ' , .... .,. Z,Q.59 LB 1 1 2 C > O U 1 f f l U U , , a r ~ . J L I I i t 5 8 L B , . . 5 G 2 1 . B I . . . " 2 1 C 6 ! t L 8 G I D L B " 2 S H L I . . . . , . 2 1 C S . S L B 1 1 2 C > O U 2 " 5 9 0 L B c i 2 E "-!i<ll'SJ' , .. .v "'"22LB . . . . . . . . . . . . . _ . 1 2 1 . r " ' 5 8 . I L B I 9 0 8 . 0 U I ' 8 2 0 7 L B ' U < < r 2 7 1 1 1 . 0 L B 1 0 2 5 - " L I ~ - " L B , , . _ . . 2 6 1 3 . 2 l B " " 6 H 1 1 2 M l . 2 U U J i 1 I ... .1,. SOPSf t75r >DOC>< LB 1 C l e S 1 4 l ! S ' l U a . . L 8 · 1 1 5 - 2 M Q ~ L B 1 Q t 2 . ◄ U 1 X H S ! H . B u 1 1 , · 3 3 1 M 2 L B 1 : X : S 6 L ! I l i 5 0 3 3 u t 1 2 1 1 . J r 3 0 8 8 5 L B 1 1 W - 1 U I 3 2 7 1 U L I : : E : r *701>5F tu,r 32811 lll U . U 4 l 9 . " " 1 < U I l t t T ' " 3 1 • : u s - - , - , 1 . 1 t t 8 . , . . . " ' , . . , . . 1 1 1 1 l L ! L ' 1 2 9 C 6 l . 8 , , . . , , u i 1 2 1 5 ' 3 4 , 1 1 2 l l 1 2 1 0 : ~ 1 . . 8 3 e l l 1 • l l l < C 4oCIP.S~ 1061" ~1.8l8 l 2 1 $ 2 U l 3 7 . 5 3 ' 9 l a ! 0 0 2 " 3 $ ) 8 . 5 L B 1 2 ' C 8 9 U I 3 7 3 7 . S t . B , , . , , . . - 0 1 7 J L 9 1 3 7 4 7 . 1 . . l l . . : . 4 1 A L B 1 1 $ S 3 & 4 4 7 L 8 U 1 5 4 L 8 . - 4 J J l l ) . 5 , L ! ~ ~ ~ f f f l -l-40ft:sF ...... 22SIUHB t < O O U I 2 4 4 9 3 L B ! . : , , s r ~ 6 5 . B L . B 8 0 1 . 3 L 8 2 3 0 0 I L B . . . . . . , , . , O l l i B S G D U ! . 2 4 - 4 ' 1 3 L B . . . . . . . 2 2 9 1 E > L I E D O L B 2 . « 9 1 . 3 l l l r H>.CIIP$F l>U" 27ti7.6 l8 9 8 1 . I U 2 9 3 1 . S U I 1 2 5 . t " 2 S f t . l L B 9 C M . , G L 8 m > A H 8 , . . . , . - 1 1 . 8 1 0 , C l : 2 L a l 1 1 2 . 1 L S , , . _ . . U 7 1 t : L B l l l l 2 . I L B 2 1 4 0 . Z l l ~ ~ c · · 1 ' i ... ---1236' 3081.8lB 1 0 I S 5 . . 9 L 8 3 6 6 3 . 9 1 . B 3 1 5 8 . J ) L B 1 0 f t . . O L B 3 . > 4 0 . S L B i i ! 1 1 • 1 , •~-58PSC 3 2 l l l l 8 H 7 . T Z K M . 7 L B I C I O I 5 l B . . , , . . , . . , . , _ . . 3 1 1 5 3 . B t . B I H U A L B 1 1 7 . A · ...,...6111'51" 11.ar X,)0.0 UI , , a , u . " 3 ! 1 , 1 5 I l . B , n r 3 2 3 9 . 6 L B 1 1 1 3 5 . H . 8 " l 4 1 U . i L B 1 2 9 . 1 • ' S / S 7 . 2 U l T 2 7 H L I » 1 1 1 • U 1 1 2 1 1 _ r » : G . . J L B 1 1 ' 1 0 - b U l I 3 / 1 1 . l l l . 5 - a d , 1 t ~ 7&F'SF .,. ... OOTl.81.1 l t l t 7 t . 8 . J n l O L B . . . . . 3 5 5 7 5 L B 1 1 8 S . O l 9 3 7 , . _ J 7 l l l l l l S - 4 ' > ' 7 . $ l B 1 . . U L I . . Q 6 1 2 L B t i l l " 3 8 6 7 . . 8 L B 1 2 8 1 3 l . B . I 4 0 . 7 & 7 L e h a : -tl--tOPS.f ..... '2et2.Gl8 9 0 0 D U I 2 7 f i 3 l l B , 1 : , 0 , ~ , . . , . . _ . . . 8 1 2 . 8 L B 2 4 . 9 5 7 L B , . . < r 2 S 1 2 . I L B 9 0 0 0 L B 2 1 6 3 3 L ! I M \ A • 2 5 a 6 ◄ L I 8 1 ! 1 3 . 7 L B ' 2 7 1 U U I 0 ~ J ! i l i i "-a7PSF 131 1"' 290:>JHB 9 7 1 9 L B . 3 0 8 1 3 L B , 2 , r 2 I S ! M 1 L B " " 1 J I U ! . : ' M l 1 L B , . . < r 3 1 8 7 . " l S t 0 6 7 . 1 L 6 ' 3 3 6 1 l L S 1 3 2 . Y 2 9 2 9 . 1 L B _ . L B ' > O l l 8 9 U I r ... 4S.SPSF 121 tr l190.2l!I 1 m & ~ U I 3 3 2 5 1 1 L I m , r l 0 G 8 1 L S 9 1 1 7 . 1 L 8 . l 1 H 4 l i , . . . . ] 5 7 5 - 2 1 . 1 1 1 1 7 l O L . B . " " 3 7 f 2 . 7 U I , , . r J . 2 7 1 . 0 L I - 1 0 1 3 2 L B : 1 4 A 2 . S l B t ...,_ &ZPSF nu-l:!977 lB 1 0 9 8 . l l . & 3 5 7 1 1 8 L B , . , r " 3 0 7 I L I 1 0 6 i O L S : S . 7 ! 1 1 L B 1 2 1 r - . . J J U I J U 2 . S L B 4 0 > 9 8 L B 1 1 S A • ~ ~ U - 1 l S 2 . 2 t . B 3 7 7 8 . . T U , ..... 10~ ,oor I 3819.s LB 1 1 5 6 . S L B 3 7 9 9 7 L B , o s . . - , . . . _ . u 1 1 4 4 1 l & 3 1 7 1 l L B 1 2 0 1 · , 4 , » s , i · L A ' * ' L I i , . Q N 9 L B , , . . s - J O O O H J I 1 2 4 1 L B ~ 1 0 0 2 t . B p 1 ! , ~-""•DPSf 137.Y ' 2790-2IJI ~ ~ r ~ I L B 1 2 > 2 ' " ' 5 & 4 1 U f f l . 2 L B : e 1 s e L S , . . o - 2 9 3 t . l U I S l 5 0 _ Q L B " 3 0 7 1 S U , , . _ , . v u , u - • U I a : J l t L B i ! ! < ! I tl-48PSf l>U" 3))1.3 LB l l l t l J U 1 1 1 r ' " ' ' - ' " ' 9 0 2 . J L B 2 9 J 4 . 9 L S 1 4 3 8 ' 4 1 9 . > t l l t 0 9 2 . I U S 3 6 9 9 > L I , , . . . . Y J 8 1 . . 9 L S . • 1 ◄ l B 3 2 > 4 . ) L B 1 i l l H !15' *5,;!PSf ues· 330-31.B t o . 2 1 - t l l ' 3 , U O l ! L B 1 1 3 3 • " l t 1 C l t L B 5 7 5 . . 2 L B 3 2 5 9 7 L I l l 4 : t · 3 S i l 1 J l t s H 5 6 . J l A . . . . . L B 1 2 > - ? l J l i l l L S 1 0 6 1 . l t . S . l 5 4 . c . G l 8 F ~ .. SS'P.Sf 1116" 3452..7 LS I O J • 9 L B 3 6 2 5 7 L B , o e _ r S l 7 3 . 5 L 8 1 0 - 0 ' . 1 L B 3 5 3 2 . l L B 1 2 5 . l " I 3 8 1 7 . . 1 1 . A ' 2 ' 6 . . l l B 4 1 0 2 2 l B 1 1 8 . . T 3 8 6 7 J l 8 t t 3 8 ~ U ! l l ' 0 . 3 t . B ~ . , . , . , . . . . , . , , . . . . " " " " " , . . u . • e ~ • ' 4 6t PSf ,~ .,...,, L!I l t 2 S . l l l l l l ' J : 9 . 3 U l " " 9 ' J < S . ' 6 7 L B 1 U . S ! i l 8 3 1 ! i M . 5 . L e 1 1 1 r 4 . 1 4 0 . 0 L B . 1 l 7 ) 1 l 8 Q : l t . S l B n c r - : J i M : 3 0 L 6 1 2 1 3 . Z l S A 1 2 5 A L B 2 0 · 3 1 2 6 2 l tf.cGPSF 1lt.T >iOOAL!I 9 1 0 9 L I i l C 8 7 1 l B 1 2 1 1 · 1 7 2 3 1 L i l 8 ' o . J L 8 1 1 1 S G O L B ' . . . . . ' l 2 ) 0 _ ( ) I J I 1 0 0 0 Q l 8 : 1 3 8 9 t l l t 3 1 t r " " " 5 L B . S t 4 0 l l l O B I I S U l .+ 4~PSF 1230-315-4.0 L8 N l t U I 3 3 7 2 1 . 1 u s r 2 1 7 1 . . 5 L I ! ! ( 1 6 4 L B . 3 1 1 ) 6 ◄ U ! i I , , . r 3 6 8 1 . 7 L B " 1 0 8 7 A I . I I $ 7 3 0 7 L I . . . . . . 3 2 3 0 A L B M U l B 3 3 7 1 3 L B ' S C A l . £ : H f S ~ H O r E D = -.,_ SOPSF 11,.,... D451 La 1 a c & 9 . L B l o t ! J 3 9 l B 1 - 1 1 5 - " ' . J 2 0 9 ~ U K I . O t B = • L I ! . , s , 5 • • : , , a . ~ L B H 4 L $ l B . , , . L I ! . 1 7 1 . Z - 3 4 0 5 l 5 l . O . 1 0 5 2 A l l l ' 5 4 4 7 L B ' ~ ~ ~ ...,_rzp3i: 11~.◄• I l!.2S.8 U1 \ 0 6 , , I G L S , _ , . O L B 1 0 7 7 ' " 3 - I S I . S U 1 1 l 2 9 . 7 L B ' 6 A . S L B 1 2 s , o • 3 1 1 9 . 2 l l H W l B . . . , , a , n a 1 , 1 1 , 1 · J 1 3 8 . 9 L B t \ t , $ . A t . . 8 " " ' 2 l i L D --....,._MPSF 105~4 315'111 LI I M . S L S . l 8 5 6 J L I t < U . . . . _ , O L E H B 1 7 L ! I 3 1 1 1 1 L S 1 1 1 3 * I _ . , a : , 2 L B 1 2 A J . O L B ~ - " l 8 \ 1 3 S - l 9 1 ' 9 . 9 L B l l l l ' l . 5 t 8 ◄ . 1 5 1 . 8 L B ~ . ;, ~ ! " ' ~ ' t " ~ Q " " " ~ " " E ~ ., " ~ c; ~ " s ' ' g 2 2 ' ~ g, 'S ~ 8 e ~ a s 8 END R E T E N T I O N ( E R ) D O U B L E W A L L S L A T M U L L I O N S C H E D U L E S MU L L I O N i t · ~ SCH E D U L E : INTER M E D I A T E R x - 9 . - ~ R x S : J R x MUL L I O N S R y R y R y 4 " x 6 " x 0 . 2 5 n A L U M T U B E 6 " x 4 " x 0 . 2 5 " A L U M T U B E 4 " x 8 " x 0 . 2 5 " A L U M T U B E B " x 4 " x 0 . 2 5 " A L U M T U B E SLAT D E S I G N M A X M U L L I O N E N D M A X M U L L I O N E N D M A X M U L L I O N E N D M A X M U L L I O N E N D R E A C T I O N SPAN P R E S S U R E L E N G T H R E A C T I O N R t L E N G T H R E A C T I O N R t L E N G T H R E A C T I O N R t L E N G T H R I + I - 4 0 P S F 1 4 4 . 0 " 1 6 4 0 . 0 L B 1 4 4 . 0 " 1 6 4 0 . 0 L B 1 4 4 . 0 " 1 6 4 0 . 0 L B 1 4 4 . 0 " 1 6 4 0 . 0 L B + / - 6 0 P S F 1 4 4 . 0 " 2 4 6 0 . 0 L B 1 3 2 . 7 " 2 2 6 6 . 8 L B 1 4 4 . 0 " 2 4 6 0 . 0 L B 1 4 4 . 0 " 2 4 6 0 . 0 L B 82" + / - 8 0 P S F 1 4 4 . 0 " 3 2 8 0 . 0 L B 1 2 0 . 6 " 2 7 4 6 . 0 L B 1 4 4 . 0 " 3 2 8 0 . 0 L B 1 3 1 . 1 " 2 9 8 5 . 5 L B + / - 1 0 0 P S F 1 3 8 . 6 " 3 9 4 7 . 3 L B 1 1 1 . 9 " I 3 1 8 6 . 5 L B 1 4 4 . 0 " 4 1 0 0 . 0 L B 1 2 1 . 7 " 3 4 6 4 . 4 L B + / - 1 2 0 P S F 1 3 0 S 4 4 5 7 . 5 L B 1 0 5 . 3 " 3 5 9 8 . 3 L B 1 4 4 . 0 " 4 9 2 0 . 0 L B 1 1 4 . 5 " 3 9 1 2 . 2 L B + / - 4 0 P S F 1 4 4 . 0 " 2 0 0 0 . 0 L B 1 4 2 . 2 " 1 9 7 4 . 6 L B 1 4 4 . 0 " 2 0 0 0 . 0 L B 1 4 4 . 0 " 2 0 0 0 . 0 L B + / - 5 6 P S F 1 4 4 . 0 " 2 7 7 7 . 6 L B 1 2 7 . 4 " 2 4 5 8 . 0 L B 1 4 4 . 0 " 2 7 7 7 . 6 L B 1 3 8 . 5 " 2 6 7 2 . 3 L B 100" + / - 7 1 P S F 1 4 4 . 0 " 3 5 5 5 . 3 L B 1 1 7 . 4 " I 2 8 9 7 . 6 L B 1 4 4 . 0 " 3 5 5 5 . 3 L B 1 2 7 . 6 " 3 1 5 0 . 3 L B + / - 8 7 P S F 1 3 6 . 1 " 4 0 9 5 . 4 L B 1 0 9 . 9 " I 3 3 0 6 . 1 L B 1 4 4 . 0 " 4 3 3 2 . 9 L B 1 1 9 . 5 " 3 5 9 4 . 4 L B + / - 1 0 2 P S F 1 2 8 . 8 " 4 5 7 1 . 8 L B 1 0 4 . 0 " I 3 6 9 0 . 7 L B 1 4 4 . 0 " 5 1 1 0 . 6 L B 1 1 3 . 1 " 4 0 1 2 . 5 L B + / - 4 0 P S F 1 4 4 . 0 " 2 4 0 0 . 0 L B 1 3 3 . 8 " 2 2 2 9 . 8 L B - - - 1 4 4 . 0 " 2 4 0 0 . 0 L B 1 4 4 . 0 " 2 4 0 0 . 0 L B + / - 5 2 P S F 1 4 4 . 0 " 3 1 4 8 . 4 L B 1 2 2 . 2 " I 2 6 7 2 . 1 L B 1 4 4 . 0 " 3 1 4 8 . 4 L B 1 3 2 . 9 " 2 9 0 5 . 2 L B 120" + / - 6 5 P S F 1 4 1 . 0 " 3 8 1 5 . 8 L B 1 1 3 . 8 " I 3 0 8 0 . 4 L B 1 4 4 . 0 " 3 8 9 6 . 9 L B 1 2 3 . 8 " 3 3 4 9 . 0 L B + / - T 7 P S F 1 3 3 . 0 " 4 2 0 0 . 0 L B 1 0 7 . 4 " 3 4 6 3 . 1 L B 1 4 4 . 0 " 4 6 4 5 . 3 L B 1 1 6 . 7 " 3 7 6 5 . 2 L B + / - 9 0 P S F 1 2 6 . 5 " 4 7 3 9 . 2 L B 1 0 2 . 1 " 3 8 2 5 . 8 L B 1 4 3 . 2 " 5 3 6 5 . 6 L B 1 1 1 . 0 " 4 1 5 9 . 4 L B + / - 4 0 P S F 1 4 4 . 0 " 2 8 8 0 . 0 L B 1 2 5 . 9 " 2 5 1 8 . 0 L B 1 4 4 . 0 " 2 8 8 0 . 0 L B 1 3 6 . 9 " 2 7 3 7 . 6 L B + / - 5 0 P S F 1 4 4 . 0 " 3 6 0 0 . 0 L B 1 1 6 . 9 " 2 9 2 1 . 9 L B 1 4 4 . 0 " 3 6 0 0 . 0 L B 1 2 7 . 1 " 3 1 7 6 . 7 L B 144" + / - 6 0 P S F 1 3 6 . 2 " 4 0 8 7 . 3 L B 1 1 0 . 0 " 3 2 9 9 . 5 L B 1 4 4 . 0 " 4 3 2 0 . 0 L B 1 1 9 . 6 " 3 5 8 7 . 3 L B + / - 7 0 P S F 1 2 9 . 4 " 4 5 2 9 . 6 L B 1 0 4 . 5 " 3 6 5 6 . 6 L B 1 4 4 . 0 " 5 0 4 0 . 0 L B 1 1 3 . 6 " 3 9 7 5 . 5 L B + / - 8 0 P S F 1 2 3 . 5 " 4 9 3 9 . 3 L B 9 9 . 9 " 3 9 9 7 . 1 L B 1 3 8 . 6 " 5 5 4 4 . 8 L B 1 0 8 . 6 " 4 3 4 5 . 6 L B + I - 3 5 P S F 1 4 4 . 0 " 2 8 0 0 . 0 L B 1 2 7 . 1 " 2 4 7 1 . 1 L B 1 4 4 . 0 " 2 8 0 0 . 0 L B 1 3 8 . 2 " 2 6 8 6 . 7 L B + / - 4 3 P S F 1 4 4 . 0 " 3 4 6 6 . 7 L B 1 1 8 . 4 " 2 8 4 9 . 3 L B 1 4 4 . 0 " 3 4 6 6 . 7 L B 1 2 8 . 7 " 3 0 9 7 . 8 L B 160" + / - 5 2 P S F 1 3 8 . 3 " 3 9 6 8 . 7 L B 1 1 1 . 6 " 3 2 0 3 . 8 L B 1 4 4 . 0 " 4 1 3 3 . 3 L B 1 2 1 . 3 " 3 4 8 3 . 2 L B + / - 6 0 P S F 1 3 1 . 5 " 4 3 8 4 . 7 L B 1 0 6 . 2 " 3 5 3 9 . 6 L B 1 4 4 . 0 " 4 8 0 0 . 0 L B 1 1 5 . 4 " 3 8 4 8 . 3 L B + / - 6 8 P S F 1 2 6 . 0 " 4 7 8 1 . 8 L B 1 0 1 . 7 " I 3 8 6 0 . 2 L B 1 4 2 . 3 " 5 4 0 1 . 8 L B 1 1 0 . 6 " 4 1 9 6 . 8 L B + / - 3 0 P S F 1 4 4 . 0 " 2 8 8 0 . 0 L B 1 2 5 . 9 " I 2 5 1 8 . 0 L B 1 4 4 . 0 " 2 8 8 0 . 0 L B 1 3 6 . 9 " 2 7 3 7 . 6 L B + / - 3 4 P S F 1 4 4 . 0 " 3 2 4 0 . 0 L B 1 2 1 . 1 " I 2 7 2 3 . 7 L B 1 4 4 . 0 " 3 2 4 0 . 0 L B 1 3 1 . 6 " 2 9 6 1 . 2 L B 192" + / - 3 8 P S F 1 4 4 . 0 " 3 6 0 0 . 0 L B 1 1 6 . 9 " ' 2 9 2 1 . 9 L B 1 4 4 . 0 ' ' 3 6 0 0 . 0 L B 1 2 7 . 1 " 3 1 7 6 . 7 L B + / - 4 1 P S F 1 4 0 . 3 " 3 8 5 6 . 9 L B 1 1 3 . 2 " I 3 1 1 3 . 5 L B 1 4 4 . 0 " 3 9 6 0 . 0 L B 1 2 3 . 1 " 3 3 8 5 . 1 L B + / - 4 5 P S F 1 3 6 . 2 " 4 0 8 7 . 3 L B 1 1 0 . 0 " I 3 2 9 9 . 5 L B 1 4 4 . 0 " 4 3 2 0 . 0 L B 1 1 9 . 6 " 3 5 8 7 . 3 L B MULLION S C H E D U L E N O T E S : I SEE SHEET 2 4 F O R M U L L I O N SCHEDULE N O T E S . F R A N K B E N N A R O O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 l ~ - · S J $ ~ < 1 \ . w z 5 g l : : , : c . . : : , ~ ~ < ( ~ l l ! 5 C / 1 " ' w z 0 z " ' " ' w E E ~ ~ ' " N C N ~ . . ! i l : < ( t i : : , 0 l i 1 . . C O P Y r . l G H T E N G I N E E f 1 1 f i G E K P R E S s 4 ' 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D ffi E E ~ I -, -~ 8 ~ ·' ~ 8 I I MULLION SCHEDULE: END MULLIONS SLAT DESIGN MAX MULLION SPAN PRESSURE LENGTH +I-40 PSF 144.0" +I-60 PSF 128.3" 82" +I-80 PSF 108.7" +/-100 PSF 96.0" +/-120 PSF 86.9" +/-40 PSF 133.5" +J-56 PSF 111.2"-100" +I-71 PSF 97.3" +/-87 PSF 87.6" +/-102 PSF 80.4" +/-40 PSF 113.7" +I-52 PSF 98.5" 120" +/-65 PSF 88.1" +/· 77 PSF 80.5" +/-90 PSF 74.5" +/-40 PSF 98.2'' +/-50 PSF 87.6'' 144" +/-60 PSF 79.8'' +/-70 PSF 73.8'' +/· 80 PSF 68.9'' +/-35 PSF 96.9" +/-43 PSF 86.8'' 160" +I-52 PSF 79.4" +/-60 PSF 73.6'' +I-68 PSF 68.9'' +/-30 PSF 91.3" +/. 34 PSF 86.0" 192" +/-38 PSF 91.5" +/-41 PSF T7.7" +/-45 PSF 74.3" MULLION SCHEDULE NOTES: I SEE SHEET 24 FOR MULLION SCHEDULE NOTES. EN D R E T E N T I O N { E R } D O U B L E W A L L S L A T M U L L I O N S C H E D U L E S 9 . - 9 . - . , y ~ 4"x6-X0.25" AL U M T U B E 6 " x 4 " x 0 . 2 5 " A L U M T U B E 4 " x 8 " x 0 . 2 5 " A L U M T U B E END E N D E N D R E A C T I O N M A X M U L L I O N E N D E N D E N D R E A C T I O N M A X M U L L I O N E N D E N D E N D R E A C T I O N REACTION Rv R E A C T I O N R t R s u m L E N G T H R E A C T I O N R v R E A C T I O N R t R s u m L E N G T H R E A C T I O N R v R E A C T I O N R t R s u m 1893.0 LB 8 2 0 . 0 L B 2 0 6 3 . 0 L B 1 4 4 . 0 " 1 8 9 3 . 0 L B 8 2 0 . 0 L B 2 0 6 3 . 0 L B 1 4 4 . 0 " 1 8 9 3 . 0 L B 8 2 0 . 0 L B 2 0 6 3 . 0 L B 2884.8 LB 1 0 9 6 . 3 L B 3 0 8 6 . 1 L B 1 2 1 . 1 " 2 7 2 1 . 7 L B 1 0 3 4 . 4 L B 2 9 1 1 . 7 L B 1 4 4 . 0 " 3 2 3 6 . 5 L B 1 2 3 0 . 0 L B 3 4 6 2 . 4 L B 3452.5 LB 1 2 3 7 . 6 L B 3 6 6 7 . 7 L B 1 0 7 . 9 " 3 4 2 8 . 2 L B 1 2 2 8 . 9 L B 3 6 4 1 . 8 L B 1 2 2 . 9 " 3 9 0 5 . 4 L B 1 3 9 9 . 9 L B 4 1 4 8 . 7 L B 3937.6 LB 1 3 6 6 . 1 L B 4 1 6 7 . 8 L B 9 9 . 1 " 4 0 6 5 . 7 L B 1 4 1 0 . 5 L B 4 3 0 3 . 4 L B 1 0 8 . 6 " 4 4 5 4 . 3 L B 1 5 4 5 . 4 L B 4 7 1 4 . 8 L B 4367.4 LB 1 4 8 4 . 5 L B 4 6 1 2 B L B 9 2 . 1 " 4 6 2 8 . 8 L B 1 5 7 3 . 3 L B 4 8 8 8 . 9 L B 9 8 . 3 " 4 9 4 0 . 7 L B 1 6 7 9 . 3 L B 5 2 1 8 . 3 L B 2872.7 LB 9 2 7 . 3 L B 3 0 1 8 . 6 L B 1 2 2 . 9 " 2 6 4 3 . 5 L B 8 5 3 . 3 L B 2 7 7 7 . 8 L B 1 4 4 . 0 " 3 0 9 7 . 9 L B 1 0 0 _ ! ) ~ - L ~ _ 3 2 5 5 . 3 L B - - - - - - - - - - 3481.2 LB 1 0 7 2 . 6 L B 3 6 4 2 . 7 L B 1 0 8 . 4 " 3 3 9 4 . 3 L B 1 0 4 5 . 8 L B 3 5 5 1 . 7 L B 1 2 5 . 8 " 3 9 3 8 . 8 L B 1 2 1 3 . 6 L B 4 1 2 1 . 5 L B 3996.7 LB 1 2 0 1 . 6 L B 4 1 7 3 . 4 L B 9 9 . 1 " 4 0 6 7 . 5 L B 1 2 2 2 . 8 L B 4 2 4 7 . 3 L B 1 1 0 . 1 " 4 5 2 2 . 2 L B 1 3 5 9 . 5 L B 4 7 2 2 . 1 L B 4451.4 LB 1 3 1 8 . 5 L B 4 6 4 2 . 6 L B 9 2 . 3 " 4 6 8 7 . 1 L B 1 3 8 8 . 3 L B 4 8 8 8 . 4 L B 9 0 . 2 · 5 0 3 6 . 8 L B 1 4 9 1 . 9 L B 5 2 5 3 . 1 L B 4862.4 LB 1 4 2 6 . 3 L B 5 0 6 7 . 3 L B 8 5 . 7 " 5 1 8 6 . 3 L B 1 5 2 1 . 3 L B 5 4 0 4 . 9 L B 9 0 . 9 " 5 5 0 1 . 9 L B 1 6 1 3 . 9 L B 5 7 3 3 . 8 L B 3486.0 LB 9 4 7 . 4 L B 3 6 1 2 . 4 L B 1 0 9 . 2 " 3 3 4 8 . 0 L B 9 0 9 . 9 L B 3 4 6 9 . 4 L B 1 2 8 . 7 " 3 9 4 4 . 9 L B 1 0 7 2 . 1 L B 4 0 8 8 . 0 L B 4037.6 LB 1 0 7 6 . 6 L B 4 1 7 8 . 6 L B 9 9 . 1 " 4 0 6 3 . 3 L B 1 0 8 3 . 5 L B 4 2 0 5 . 2 L B 1 1 1 S 4 5 6 9 . 2 L B 1 2 1 8 . 4 L B 4 7 2 8 . 9 L B 4521.1 LB 1 1 9 2 . 3 L B 4 6 7 5 . 6 L B 9 2 . 0 " 4 7 1 8 . 7 L B 1 2 4 4 . 4 L B 4 8 8 0 . 0 L B 9 9 . 7 " 5 1 1 6 . 5 L B 1 3 4 9 . 3 L B 5 2 9 1 . 4 L B 4956.5 LB 1 2 9 8 . 0 L B 5 1 2 3 . 6 L B 8 6 . 2 ' ' 5 3 1 0 . 8 L B 1 3 9 0 . 8 L B 5 4 8 9 . 9 L B 9 1 . 1 " 5 6 0 9 . 3 L B 1 4 6 9 . 0 L B 5 7 9 8 . 5 L B 5355.4 LB 1 3 9 6 . 0 L B 5 5 3 4 . 4 L B 7 9 . 9 " 5 7 3 9 . 4 L B 1 4 9 6 . 1 L B 5 9 3 1 . 2 L B 8 4 . 4 " 6 0 6 0 . 9 L B 1 5 7 9 . 9 L B 6 2 6 3 . 4 L B 4124.5 LB 9 8 2 . 3 L B 4 2 3 9 . 8 L B 9 8 . 3 " 4 1 2 8 . 4 L B 9 9 3 . 2 L B 4 2 4 3 . 9 L B 1 1 1 . 2 " 4 6 6 8 . 3 L B 1 1 1 1 . 8 L B 4 7 9 8 . 9 L B 4631.9 LB 1 0 9 4 . 7 L B 4 7 5 9 . 5 L B 9 1 . 0 " 4 8 1 5 . 2 L B 1 1 3 8 . 0 L B 4 9 4 7 . 9 L B 9 9 . 1 " 5 2 4 2 . 7 L B 1 2 3 9 . 1 L B 5 3 8 7 . 1 L B 5087.9 LB 1 1 9 6 . 8 L B 5 2 2 6 . 8 L B 8 5 . 5 " 5 4 5 4 . 8 L B 1 2 8 3 . 1 L B 5 6 0 3 . 7 L B 9 0 . 3 " 5 7 5 8 . 9 L B 1 3 5 4 . 6 L B 5 9 1 6 . 1 L B 5505.3 LB 1 2 9 1 . 0 L B 5 6 5 4 . 7 L B 7 9 . 4 " 5 9 2 3 . 6 L B 1 3 8 9 . 1 L B 6 0 8 4 . 3 L B 8 3 . 5 " 6 2 3 1 . 4 L B 1 4 6 1 . 3 L B 6 4 0 0 . 4 L B 5892.3 LB 1 3 7 9 . 0 L B 6 0 5 1 . 5 L B 7 4 . 2 " 6 3 4 0 . 4 L B 1 4 8 3 . B L B 6 5 1 1 . 7 L B 7 8 . 0 " 6 6 6 9 . 4 L B 1 5 6 0 . 8 L B 6 8 4 9 . 6 L B 4224.6 LB 9 4 1 . 9 L B 4 3 2 8 . 3 L B 9 7 . 1 " 4 2 3 3 . 8 L B 9 4 4 . 0 L B 4 3 3 7 . 7 L B 1 0 9 . 1 • 4 7 8 2 . 0 L B 1 0 6 6 . 2 L B 4 8 9 9 . 5 L B 4718.3 LB 1 0 4 5 . 2 L B 4 8 3 2 . 7 L B 9 0 . 2 ' ' 4 9 0 2 . 9 L B 1 0 8 6 . 0 L B 5 0 2 1 . 7 L B 9 8 . 3 " 5 3 4 1 . 0 L B 1 1 8 3 . 1 L B 5 4 7 0 . 4 L B 5165.1 LB 1 1 3 9 . 1 L B 5 2 8 9 . 2 L B 8 5 . 0 ' ' 5 5 2 9 . 0 L B 1 2 1 9 . 4 L B 5 6 6 1 . 9 L B 8 9 . 8 " 5 8 4 6 . 7 L B 1 2 8 9 . 4 L B 5 9 8 7 . 2 L B 5576.1 LB 1 2 2 5 . 9 L B 5 7 0 9 . 3 L B 7 9 . 3 " 6 0 1 3 . 6 L B 1 3 2 2 . 1 L B 6 1 5 7 . 2 L B 8 3 . 3 " 6 3 1 2 . 0 L B 1 3 8 7 . 7 L B 6 4 6 2 . 8 L B 5958.9 LB 1 3 0 6 . 9 L B 6 1 0 0 . 5 L B 7 4 . 3 ' ' 6 4 2 6 . 9 L B 1 4 0 9 . 6 L B 6 5 7 9 . 7 L B 7 7 . 9 " 6 7 4 5 . 3 L B 1 4 7 9 . 4 L B 6 9 0 5 . 7 L B 4550.4 LB 9 1 3 . 1 L B 4 6 4 1 . 1 L B 9 2 . 9 " 4 6 2 7 . 9 L B 9 2 8 . 7 L B 4 7 2 0 . 1 L B 1 0 3 . 4 ~ 5 1 5 1 . 5 L B 1 0 3 3 . 7 L B 5 2 5 4 . 2 L B 4832.7 LB 9 6 7 . 5 L B 4 9 2 8 . 6 L B 8 9 . 2 ' ' 5 0 1 3 . 6 L B 1 0 0 3 . 8 L B 5 1 1 3 . 1 L B 9 7 . 4 " 5 4 7 1 . 1 L B 1 0 9 5 . 4 L B 5 5 7 9 . 7 L B 5099.4 LB 1 0 1 9 . 1 L B 5 2 0 0 . 3 L B 8 6 . 1 " 5 3 9 5 . 0 L B 1 0 7 6 . 1 L B 5 4 9 1 . 5 L B 9 2 . 3 " 5 7 7 3 . 1 L B 1 1 5 3 . 7 L B 5 8 8 7 . 2 L B 5352.9 LB 1 0 6 8 . 1 L B 5 4 5 8 . 4 L B 8 3 . 4 " 5 7 4 4 . 0 L B 1 1 4 6 . 2 L B 5 8 5 7 . 3 L B 8 7 . 9 " 6 0 6 0 . 0 L B 1 2 0 9 . 2 L B 6 1 7 9 . 5 L B 5594.9 LB 1 1 1 5 . 0 L B 5 7 0 4 . 9 L B 8 0 . 4 " 6 0 5 4 . 0 L B 1 2 0 6 . 5 L B 6 1 7 3 . 0 L B 8 4 . 2 " 6 3 3 4 . 0 L B 1 2 6 2 . 3 L B 6 4 5 8 . 6 L B F R A N K B E N N A R O O , P E . , P E # 0 0 4 6 5 1 9 C A # 9 8 8 5 , , , , , , ~ E , , / / / ' ' • , , . ~ ~ - 1 t 1 1 ' · ( ! 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' i 1 0 7 . 7 " 4 4 2 2 . 2 L B 1 3 2 9 . 5 L B 4 6 1 7 . 7 L B 1 0 0 . 3 " 5 0 9 5 . 9 L B 1 5 0 9 . 4 L B 5 3 1 4 . 7 L B u i " 0 " : : : , ' " 9 4 . 6 " 5 7 2 5 . 7 L B 1 6 7 9 . 6 L B 5 9 6 6 . 9 L B N U l 0 : , : 0 1 1 8 . 7 " 3 6 4 0 . 0 L B 9 8 9 . 2 L B 3 7 7 2 . 0 L B ~ ~ ~ o 0 . N 1 0 7 . 8 " 4 4 1 7 . 6 L B 1 1 7 8 . 0 L B 4 5 7 2 . 0 L B : : : , : ; ! 1 0 0 . 0 " 5 1 3 0 . 2 L B 1 3 5 2 . 9 L B 5 3 0 5 . 6 L B U l { l i ~ ~ . . 9 4 . 1 " 5 7 9 4 . 6 L B 1 5 1 7 . 5 L B 5 9 9 0 . 0 L B ~ & f i ~ ~ I 8 9 . 4 " 6 4 2 1 . 3 L B 1 6 7 3 . 8 L B 6 6 3 5 . 9 L B I n l i . i l i " " 1 0 6 . 9 " 4 4 8 8 . 5 L B 1 0 6 9 . 0 L B 4 6 1 4 . 0 L B > - 3 : E ; : : ; - ~ 8 : 9 9 . 0 " 5 2 3 5 . 2 L B 1 2 3 7 . 3 L B 5 3 7 9 . 4 L B ~ ~ ~ t I I ! " " 9 3 . 0 " 5 9 3 0 . 5 L B 1 3 9 5 . 0 L B 6 0 9 2 . 4 L B s l : i 8 8 . 3 " 6 5 8 5 . 8 L B 1 5 4 4 . 4 L B 6 7 6 4 . 5 L B W v l j : : : , 8 3 . 5 " 7 1 3 3 . 5 L B 1 6 6 9 . 4 L B 7 3 2 6 . 2 L B ~ 3 : U l C 1 0 5 . 6 " 4 6 0 3 . 0 L B 1 0 2 6 . 3 L B 4 7 1 6 . 0 L B : : : , f f i ~ 9 8 . 1 " 5 3 3 0 . 5 L B 1 1 8 0 . 8 L B 5 4 5 9 . 7 L B : : : c z U l C 9 2 . 4 " 6 0 1 1 . 2 L B 1 3 2 5 . 7 L B 6 1 5 5 . 7 L B z 8 7 . 8 " 6 6 5 5 . 3 L B 1 4 6 3 . 1 L B 6 8 1 4 . 3 L B z " ' 8 3 . 5 " 7 2 3 0 . 0 L B 1 5 8 5 . 7 L B 7 4 0 1 . 9 L B 6 f f i 1 0 1 . 0 " 5 0 3 1 . 5 L B 1 0 0 9 . 7 L B 5 1 3 1 . 8 L B c 2 E 9 7 . 0 " I 5 4 5 0 . 8 L B 1 0 9 1 . 3 L B 5 5 5 9 . 0 L B w E 9 3 . 6 " 5 8 5 4 . 6 L B 1 1 7 0 . 0 L B 6 9 7 0 . 4 L B : ; ; : ~ 9 0 . 6 " i 6 2 4 5 . 0 L B 1 2 4 6 . 1 L B 6 3 6 8 . 1 L B < ( 8 8 . 0 " I 6 6 2 3 . 4 L B 1 3 2 0 . 0 L B 6 7 5 3 . 7 L B ~ ~ ~ U f l Q ~ ' 2 ~ ~ 1 H ~ l ~ _ _ _ _ c _ 0 ~ ~ 1 1 1 1 ~ C w a : ~ ( _ I 1 1 1 1 ; P 1 " , ; _ _ u - - - · • 1 h 0 ! ~ ~ ! 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(4) !",sMs • SAE GR 5 O R '-SS 0~ EACH SIDE (B T O T A L ) ,t-,t;::==:Z:::.:::::::::====::::;i,-7,(2) A N C H O R S P E R MUL L I O N A N C H O R SCH E D U L E (2) A L U M A N G L E S O N OPPO S I T E S I D E S P E R ALUM A N G L E D I R E C T I V E . ======~:::::'Jl_j_J BOLT E D A N G U E L E G M A Y BE P O S I T I O N E D I N S I D E OR O U T S I D E M U L L I O N FACE MULLI O N P E R M U L L I O N SCHE D U L E S GD J.T~APPED MOUNT OP T I O N 1 SEE ALUM ANGLE DIRECTIVE 0 /ANGUES MAY B E P O S I T I O N E D O N LO. NG .. SIDES O F M U L L I O N A S F I E L D CONDITIONS D I C T A T E . . J (4)!" S M S - S A E G R 5 O R J SS ON E A C H S I D E ( 8 T O T A L ) M I N S P A C I N G P E R A N C H O R S C H E D U L E ( 2 ) A L U M A N G L E S O N ~ ~ -~----- O P P O S I T E S I D E S P E R SEE ALUM I ., ' I A L U M A N G L E D I R E C T I V E . 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B O L T E D A N G L E U E G M A Y B E P O S I T I O N E D I N S I D E O R O U T S I D E M U W O N F A C E M U L L I O N P E R M U L L I O N S C H E D U U E S F A C E M O U N T O P T I O N 1 N . T . S . ( 4 } ¾ " S M S · S A E G R 5 O R S S O N E A C H S I D E ( 8 T O T A L ) M I N S P A C I N G P E R A N C H O R ~ - - - , s • ~ - - ~ S C H E D U L E M U L L I O N P E R M U W O N S C H E D U L E S 2 B F A C E M O U N T O P T I O N 2 2 8 N . T . S . ( 4 ) A N C H O R S P E R M U L L I O N A N C H O R S C H E D U L E 0 0 M U L L I O N P E R M U L L I O N S C H E D U L E S @ ~ ~ s C E M O U N T O P T I O N 3 M U L L I O N A N C H O R S C H E D U L E M I N I M U M M I N I M U M C O N N E C T I O N C O N N E C T I O N A N C H O R T Y P E S P A C I N G E D G E D E T A I L C A P A C I T Y D I S T A N C E ~ · 4 . 5 " 1 A / 1 3 , 1 B / 1 3 T c a p 3 6 6 0 L B V c a p 2 2 4 9 L B f / 2 " D E W A L T S C R E W B O L T S ( O R T c a p 6 4 4 2 L B E O U I V . ) W / 2 - 1 1 2 " E M B E D T O 3 K S I 4 . 0 " 4 . 5 " 2 A / 1 3 , 2 B / 1 3 V c a p 4 1 D 6 L B M I N . C O N C R E T E l e a p 1 2 8 8 3 L B 4 . 0 " 4 . 5 " 3 A / 1 3 , 3 B / 1 3 V c a p 8 2 1 3 L B 1 N 1 3 , 1 B / 1 3 l e a p 1 9 0 5 L B 6 . 0 " 2 . 5 " V c a p 1 0 0 7 L B 3 ( 8 " D E W A L T S C R E W S O L T S ( O R l e a p 3 8 0 1 L B E O U I V . ) W / 2 " E M B E D T O 3 K S I M I N . 3 . 0 ' 2 . 5 " 2 A J 1 3 , 2 B / 1 3 V c a p 1 7 0 0 L B C O N C R E T E 3 . 0 " 2 . 5 " 3 A l 1 3 , 3 0 / 1 3 l e a p 7 6 2 2 L B V c a p 3 3 9 9 L B 1 A / 1 3 , 1 B / 1 3 T c a p 1 9 5 3 L B 6 . 0 " 4 . 5 " V c a p 1 2 3 3 L B 3 1 8 " D E W A L T S C R E W B O L T S ( O R E O U l V . ) W / 3 - 1 / 4 • E M B E D T O 3 . o · 4 . 5 " 2 A / 1 3 , 2 B / 1 3 T c a p 3 9 0 6 L B G R O U T - F I L L E D C O N C R E T E B L O C K ' V c a p 2 4 6 7 L B 3 . 0 " 4 . 5 " 3 A / 1 3 , 3 8 / 1 3 T c a p 7 8 1 2 L B V c a p 4 9 3 4 L B 1 A / 1 3 , 1 8 / 1 3 T c a p 1 3 1 0 L B 2 . 0 · 1 . 2 5 " V c a p 3 0 2 L B 5 / 1 6 " L A G S C R E W W / 2 " M I N . T c a p 2 6 2 0 L B T H R E A D P E N E T R A T I O N T O 2 . 0 · 1 . 2 5 " 2 A / 1 3 , 2 0 / 1 3 V c a p 6 0 4 L B G = 0 . 4 2 M I N W O O D T c a p 3 9 3 0 L B 2 . 0 " 1 . 2 5 " 3 A / 1 3 , 3 0 / 1 3 V c a p 9 0 6 L B 5 . 0 " 3 . 1 2 5 " 1 A / 1 3 , 1 B / 1 3 T c a p 1 6 7 0 L B V c a p 1 7 0 0 L B 5 / 1 6 . , D E W A L T U L T R J \ C O N ( O R 3 . 7 5 " 3 . 1 2 5 " 2 A / 1 3 , 2 8 / 1 3 T c a p H D O I B E Q U I V . ) W / 2 " E M B E D T O 3 . 5 K 5 1 V c a p 2 8 4 0 L B M I N W N U H , H . T c a p 3 6 4 0 L B 3 . 7 5 " 3 . 1 2 5 " 3 A l 1 3 , 3 B / 1 3 V c a p 5 6 8 0 L B 5 . 0 " 2 . 5 " 1 A / 1 3 , 1 8 / 1 3 l e a p 5 8 0 L i l V e a p 7 5 0 L B 5 / l f J ' D E W A L T U L T M C O N ( O R 5 . 0 " 2 . 5 " 2 A J 1 3 , 2 B / 1 3 - - ~ ~ e - _ _ 1 1 6 0 L B _ 1 : : Q U I V . ) W / l - 1 / 4 " E M B W T O V c a p l ~ U L B G R O U T - F I L L E D C O N C R E T E B L O C K l e a p 2 3 2 0 L B 5 . 0 " 2 . 5 " 3 A / 1 3 , 3 8 / 1 3 V c a p 3 0 0 0 1 B M U L U O N A N C H O R S C H E D U L E N O T E S : 1 . F O R " T R A P P E D M O U N T " C O N D m O N S W I T H E N D M U L L I O N S , ' R s u m ' V A I . . U E S I N M U L L I O N S C H E D U L E S H A L L N O T E X C E E D M A X ' V c a p ' V A L U E S N O T E D I N T H I S S C H E D U L E . 2 . F O R " F A C E M O U N T " C O N D m O N S W I T H E N D M U L L I O N S , R v / V c a p + R t / T c a p S H A L L B E L E S S T I I A N O R E Q U A L T O 1 . 0 , W H E R E ' R v ' A N D ' R t ' A R E P E R M U L L l O N S C H E D U L E S , A N D ' T c a p ' A N D ' V c a p ' A R E P E R T H I S S C H E D U L E . 3 , F O R " T R A P P E D M O U N T " C O N D m O N S W I T H I N T E R M E D I A T E M U L L I O N S , ' R t ' V A L U E S I N M U L L I O N S C H E D U L E S S H A L L N O T E X C E E D ' V c a p ' V A L U E S N O T E D I N T H I S S C H E D U L E . 4 . F O R " F A C E M O U N T " C O N D m O N S W I T H I N T E R M E D I A T E M U L L I O N S , ' R t ' V A L U E S I N M U L L I O N S C H E D U L E S S H A L L N O T E X C E E D ' T c a p ' V A L U E S N O T E D I N T H I S S C H E D U L E 5 . " ' A N C H O R S S H A L L P E N E T R A T E 1 H R O U G H F A C E S H E L L I N T O G R O U T E D C E L L 6 . A L T E R N A T E A N C H O R S A N D O R E N D C O N N E C T I O N C O N F I G U R A T I O N S M A Y B E D E S I G N E D / C E R T I F I E D O N A S I T E S P E C I F I C B A S I S B A S E D Q f l l 1 H E E N D L O A D I N G S L I S T E D I N T H E M U L L I O N S C H E D U L E S . 7 . 1 1 2 " U N C T H R U B O L T S M A Y B E U S E D I N L E I U O F f " S M S P E R T H E F O L L O W I N G D I R E C T I V E 7 . 1 . ( 4 ) S M S P E R S I D E = ( 2 ) ° 1 " U N C T H R U B O L T S / ( 6 ) S M S P E R S I D E = ( 3 ) f " U N C T H R U B O L T S A L U M A N G L E D I R E C T I V E N . T . S . 6 0 6 1 - T 6 O R 6 0 0 5 - T S A L U M A N G L E D I M E N S I O N N O T E : M I N I M U M R E Q U I R E D A N G L E L E G S I Z E S A N D U E N G T H S H A L L B E D E T E R M I N E D B A S E D O N T H E A N C H O R R E Q U I R E M E N T S I N T H E M U L L I O N A N C H O R S C H E D U L E A N D T H E M U L L I O N A T T A C H M E N T D E T A I L S H E R E I N F R A N K B E N N A R D O , P E P E # 0 0 4 6 5 4 9 C A # 9 8 8 5 C O P Y r . ! G H T E N C i l t l E E R I N G E X P R E S s C J 2 0 - 3 1 2 6 2 S C A L E : N T S U N L E S S N O T E D