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1883 Beach Ave RES21-0152 Rolldown Hurricane ShuttersOWNER:ADDRESS:CITY:STATE:ZIP: KIMMEL STUART 1883 BEACH AVE ATLANTIC BEACH FL 32233-5938 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: 169685 0010 NORTH ATLANTIC BCH UNIT 2 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1883 BEACH AVE RESIDENTIAL ALTERATION RESIDENTIAL ROLLDOWN HURRICANE SHUTTERS $9120.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.25 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: 5/18/2021 PERMIT NUMBER RES21-0152 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $154.25 2 of 2Issued Date: 5/18/2021 PERMIT NUMBER RES21-0152 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $154.25 RES21-0152 Address: 1883 BEACH AVE APN: 169685 0010 $154.25 BUILDING $100.00 BUILDING PERMIT 455-0000-322-1000 0 $100.00 BUILDING PLAN REVIEW $50.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $50.00 STATE SURCHARGES $4.25 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.25 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R15840 $154.25 Printed: Tuesday, May 18, 2021 1:25 PM Date Paid: Tuesday, May 18, 2021 Paid By: FIRST COAST HURRICANE SHUTTERS Pay Method: CREDIT CARD 456904386 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15840 ~+; 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 RES21-0152 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: BL,ilding -[?~Q ·t@coab :us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAV IS REQUIRED. Job Address: 1883 BEACH AVE Atlantic Beach FL 32233 Permit Number: ------------ Legal Description 15-057 9-2S-29E N ATLANTlC BEACH UNIT NO 2 LOT 45(E~ N 1/2) RE# 16968~0000 Valuation of Work (Replacement Cost) $_$_9_12_0._oo ______ Heated/Cooled SF _____ Non-Heated/Cooled __________ _ • Class of Work: □New □Addition □Alteration □Repair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial □Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No • Will trees be removed in association with ro o ed . ro·ect? □Yes . ust submit se arate Tr e Removal Permit □No Describe in detail the type of work to be performed: Hurricane Shutter Installation / Protection : Eastern Metal Supply-Rolldown Shutters Florida Product Approval #_#_F_L3_1_6_58 ________________ for multiple products use product approval form Property Owner Information Name Stuart Kimmel Address 1883 BEACH AVE City Atlantic Beach State _F_L __ Zip 32233 Phone _9_0_4_3_43_· __ 36 ___ 8_7 ___ ........__.............., .............. ___ _ E-Mail dr~skimmel@gmail.~om Owner or Agent (If Agent, Power of Attorney or Agency Lette r Required) --------~----~------- Contractor Information Name of Company First Coast Hurricane Shutters Address 12170 Longmont Ln. S. Office Phone 904 274 6620 State Certification/Registration # CGC1517163 Qualifying Agent _TI_1m_R_y_cz_e_k ___________ _ City Jacksonville State _F_L __ Zip 32246 Job Site Contact Number ----------------E -Ma ii info@fchurricaneshutters.com Architect Name & Phone# ___________________________________ -----" Engineer's Name & Phone# _______________________________________ ___ Workers Compensation Insurer Old Dominion Insurance Company OR Exempt o Expiration Date _21_1_12_0_2_2 _____ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of alJ the laws regulating construction in this juri-sdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING , SIGNS , WELLS, POOLS, FURNACES , BOILER S, HEATERS, TAN KS, and AIR COND1TIONERS , etc. NOTICE : in atidition to the requirements of this permit 7 there may be additional restrictions applieabte to this property that may be found in the public records of th~s county, and there may be additiona1 ermits required from other governmental entities such as water management districts, state agencies, or feaeral agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TOOB REC {Signature . f Owner or Ag WITH YOUR LENDER OR AN ATTORNEY BEFORE MMENCEMENT . 'Signature of Contractor) , Notary Public State of Fforlt1a Brooke E Taylor My ~ommission HH 01a 610 Expires 07/07/202 ~ · RE S 2 1 - 0 1 5 2 PR O D U C T AP P R O V A L IN F O R M A T I O N SH E E T FO R TH E CI T Y OF AT L A N T I C BE A C H , FLORIDA (*REQUIRED) *P r o j e c t Ad d r e s s : 18 8 3 B e a c h A v e . , A t l a n t i c B e a c h , FL , 32 2 3 3 Pe r m i t # : - - - -------- *O w n e r / P r o j e c t Na m e : _ K _i _m _m_ e _ l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ________ _ As re q u i r e d by Fl o r i d a St a t u t e 55 3 . 8 4 2 an d Fl o r i d a Ad m i n i s t r a t i v e Co d e Ru l e 9B - 7 2 , pl e a s e pr o v i d e th e in f o r m a t i o n an d pr o d u c t approval number(s} for th e bu i l d i n g co m p o n e n t s li s t e d be l o w as ap p l i c a b l e t o th e bu i l d i n g co n s t r u c t i o n pr o j e c t fo r th e pe r m i t nu m b e r li s t e d ab o v e . You should contact your pr o d u c t su p p l i e r if yo u do no t kn o w th e pr o d u c t ap p r o v a l nu m b e r fo r an y o f th e ap p l i c a b l e li s t e d pr o d u c t s . In f o r m a t i o n re g a r d i n g statewide product ap p r o v a l ma y be ob t a i n e d at : ww w .fl o r i d a b u i l d i n g .or g . Ca t e g o r y /S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # Local# A. EX T E R I O R DO O R S 1. Sw i n g i n g 2. Sl i d i n g 3. Se c t i o n a l 4. Ga r a g e Ro l l - U p 5. Au t o m a t i c 6. Ot h e r B. W I N D O W S 1. Si n g l e hu n g 2. Ho r i z o n t a l sl i d e r 3 . Ca s e m e n t 4 . . Do u b l e hu n g 5. Fi x e d 6. A w n i n g 7. Pa s s - t h r o u g h 8. Pr o j e c t e d 9. Mu l l i o n 10 . Wi n d br e a k e r 11 . Du a l ac t i o n 1 2 . 0 t h e r Page 1 o f 4 U pda t ed 10/17/18 Ca t e g o r y /S u b c a t e g o r y Ma n u f a c t u r e r Pr o d u c t De s c r i p t i o n Li m i t a t i o n of Us e St a t e # local# E. SH U T T E R S 1. Ac c o r d i o n 2. Ba h a m a 3. St o r m pa n e l s Ea s t e r n Me t a l Su p p l y Ro l l d o w n Sh u t t e r s #F L 3 1 6 5 8 4. Co l o n i a l 5. Ro l l - u p 6. Eq u i p m e n t 7. Ot h e r F. ST R U C T U R A L CO M P O N E N T S 1. Wo o d co n n e c t o r / a n c h o r 2. Tr u s s pl a t e s 3. En g i n e e r e d lu m b e r 4. Ra i l i n g 5. Co o l e r s - f r e e z e r s 6. Co n c r e t e ad m i x t u r e s 7. Ma t e r i a l 8. In s u l a t i o n fo r m s 9. Pl a s t i c s 10 . De c k - r o o f 11 . Wa l l 12 . S h e d s 1 3 . 0 t h e r G. SK Y L I G H T S 1. Sk y l i g h t 2. Ot h e r H. NE W EX T E R I O R EN V E L O P E PR O D U C T S 1 . 2. Page 3 of 4 Updated 10/17/18 In ad d i t i o n t o co m p l e t i n g th e ab o v e li s t o f ma n u f a c t u r e r s , pr o d u c t de s c r i p t i o n an d St a t e ap p r o v a l nu m b e r fo r th e pr o d u c t s used on this project, the Co n t r a c t o r sh a l l ma i n t a i n on th e jo b si t e an d av a i l a b l e t o th e In s p e c t o r , a le g i b l e co p y o f ea c h ma n u f a c t u r e r ' s pr i n t e d sp e c i f i c a t i o n s and installation in s t r u c t i o n s al o n g wi t h th i s Pr o d u c t Ap p r o v a l Sh e e t . I ce r t i f y th a t th i s pr o d u c t ap p r o v a l li s t is tr u e an d co r r e c t to th e be s t of my kn o w l e d g e . I fu r t h e r ce r t i f y th a t us e of di f f e r e n t components other than the on e s li s t e d in th i s do c u m e n t mu s t be ap p r o v e d by th e Bu i l d i n g Of f i c i a l . *C o n t r a c t o r Na m e (P r i n t Na m e ) : _ T _ i _ m _ _ R-'y ' - c _ z _ e _ k _ _ _ _ _ _ _ _ *C o n t r a c t o r Si g n a t u r e : _ _ __ , C ? z ._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ *C o m p a n y Na m e : Fi r s t Co a s t Hu r r i c a n e Sh u t t e r s *M a i l i n g Ad d r e s s : 12 1 7 0 Lo n g m o n t Ln . S. *C i t y : Ja c k s o n v i l l e *S t a t e : Fl o r i d a *Z i p co d e : _3 _ 2 _ 2 _ 4 _ 6 ________ _ *T e l e p h o n e Nu m b e r : (9 0 4 ) 27 4- 6 6 2 0 *E - m a i l Ad d r e s s : in f o @ f c h u r r i c a n e s h u t t e r s . c o m Ce l l Ph o n e Nu m b e r : Fa x Nu m b e r : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Page 4 of 4 Updated 10/17 /18 RES21-0152 Doc# 2021106393, OR BK 19696 Page 1120, Number Pages: 1, Recorded 04/27/2021 12:05 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. ------Tax Folio No. ----- State of Florida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following iofonnation is provided in this Notice of Commencement. I . Description of property (legal description of property and address if available): 15-057 9-2S-29E N ATLANTIC BEACH UNIT NO 2 LOT 45(EX N 1/2) 2. General Description of improvements: Hurricane Shutter Installation/ Protection 3. Owner Information: a) Name nnd Address: Kimmel Stuart 1883 BEACH AVE Atlantic Beach FL 32233 b) Interest in property: ____________________________ _ c) Name and address of simple titleholder (if other than owner): 4. Contractor lnfonnation· a) Name and Address: First Coast Hurricane Shutters -12170 Longmont Ln. S. Jacksonville A. 32246 b) Phone Number: 904-274-6620 ----------------- 5. Surety Information: a) Name and Address:-----------------------------b) Phone Number: ________________ _ c) Amount of Bond:$ ______________ _ 6. Lender lnfonnation: a) Name and Address:-----------------------------b) Phone NUDlber: ________________ _ 7. Person within the State of Florida designated hy owner upon whom notices or other documents may be served as provided by 713.13 (l)(a) 7, Florida Statutes: a) Name and Address: ____________________________ _ b) Phone Numbers of Designated Person: ________________ _ 8. In addition to himsel£'herself, Owner designates ___________ of ______ to receive a copy of the Lienor's Notice as provided in Section 713. 13 ( I) (b), Florida Statutes. a) Name and Address: __________________________ _ b) Phone Number of person or entity designated by owner: _____________ _ 9. Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to the contractor, but will be one (1) year from the date of recording unless a different date is specified: __________________ _ WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRA TJON OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA ST A TIJrES, AND CAN RESULT IN YOUR PA YING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SlTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCJNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENClNG WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under · foregoing notice of commencement and that the facts stated therei s + ~,:r;;f ;f:ffJ,l,,,, .e. L- Signatory•s Printed Name & Title/Office The foregoing instrument was acknowledged before me by mean~ ,,f)iohvsical presence orD:inline notarization, this 2D_ day of Aac·, \ , 20..2L by ___ :st:li.a x::t Vi vY) ~ho is personally known to ~ (NamcofPen;on)..._ : . me or produced -,V ~ -as identification, as _-__ Nit_-__________ _ for s~ IC.1tv\~ (Type of Authority, e.g .. officer, uttomcy in fact, etc.) (Name of Party l!istrwnent was Executed for) ~ \v <i'.'_ ~ NO~ SIGNATIJRE-STATE OF FLORIDA Commissioned Notary Name: ±h+ 0 l~lD I 0 I g ~ ~ ~ ~ ~ 8 0 ~ ~ ~ ii ~ j ~ ~ ~ ~ ~ ;i-i g ~ g ,:; ' e % ! g ~ ~ l i ;, u f I I 11 '"""""'"_"""'_'"""_' S!Gl\ltDm'1!1Cfi.4.l!ONttrPC. .J1nmro,COJ>1tsoin-i1~ DOCUllll!'lfARWJOTo CONSlll!A(~l'iNtO.g;:ro\Lro .&•THtSIGI\IATURtMl.lttll' SI N G L E WA L L RO L L - U P HU R R I C A N E SH U T T E R RICHARD NEET, P.E, PE#" 86488 CAI 9885 Digitally signed ,,{:..•~•~.:;,,,, by Richard Neet r:. ":;:::.!; ~' Date: (\~~-~f~4/- f // .,> / ' ' / / / I: '- " ul :I : "' ~ :I : U ) i r HO U S I N G I J - - - - M A X SL A T SP A N (S E E SP A N S C H E D U L E S ) - - - - 1 TY P I C A L RO L L - U P SH U T T E R N, T , 5 , EX T E R I O R EL E V SE E RE M A I N I N G SH E E T S FO R CO M P L E T E EL E V A T I O N OP T I O N S GE N E R A L NO T E S / / / / / EN D CA P 1. TH E SY S T E M DE S C R I B E D HE R E I N HA S BE E N DE S I G N E D AN D TE S T E D IN AC C O R D A N C E WI T H TH E FL O R I D A BU I L D I N G CO D E SE V E N T H ED I T T O N (2 0 2 0 ) , FO R US E IN S I D E AN D OU T S I D E OU T S I D E TH E HI G H VE L O C T T Y HU R R I C A N E ZO N 1 ( PE R AS T M E3 3 0 0 E1 8 8 6 , AN D E1 9 9 6 AN D TA S m~6 ~if i < 5 ~ 3 ST A N D A R D S . SE E PR O D U C T AP P OV A L EV A L U A T I N FO R A D D I T T O N A L 2. 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D 0 4 LI N E A R IN T E R P O L A T I O N BE T W E E N SH U T T E R SP A N S IS NO T PE R M I T T E D . FO R SP A N S BE T W E E N TH O S E IN D I C A T E D AB O V E , TH E DE S I G N PR E S S U R E S FO R TH E NE X T HI G H E R SP A N SH A L L BE US E D . • FO R IN S T A L L A T I O N S TO WO O D FR A M I N G HO S T , SE E SP A N CH A R T S TO WO O D FR A M I N G (S H E E T 4 ) GL A S S SE P A R A T I O N NO T E S : SL A T SP A N IS DE F I N E D AS TH E DI S T A N C E BE T W E E N RA I L S FO R SI N G L E SP A N AS S E M B L I E S SE P A R A T I O N FR O M GL A Z I N G 15 RE Q U I R E D Ql i ! , Y IN AS T M ES S E N T I A L FA C I L I T I E S AN D WI N D ZO N E 4. • LI N E A R IN T E R P O L A T I O N BE T W E E N SH U T T E R SP A N S IS NO T PE R M I T T E D . FO R SP A N S BE T W E E N TH O S E IN D I C A T E D AB O V E , TH E SE P A R A T I O N FR O M GL A S S FO R TH E NE X T HI G H E R SP A N SH A L L BE US E D . fl f l i ~ i 1 : ~ , ; ; l t ~ , BE MI N I M U M 60 6 3 - T 6 AL U M I N U M AL L O Y , HU T T E R AS S E M B L Y SH A L L BE A R A PE R M A N E N T LA B E L ON TH E HE HO O D FA C I N G TH E EX T E R I O R , OR AN Y W H E R E EL S E 9 OF TH E FB C 20 2 0 WI T H TH E FO L L O W I N G 2020,09,03 -''l!~,;;,-J'!f'/ 13:20:48 -04'00' ... ,., .. , ~ f ~N +,)w~~ a" :-0 ;, ,,\2:i ..,iill~ l .• ,',, lttnU...._t~~ ~w .. :r: is~ 1->~-"'~ .l<w-~"' ~.c., lltiz ' ':, o::""' 0 2:j;! .!.'·,~ .. ::ION..J Gw 1.., ... zw :!:~~Ii= r/J £t ~1~ -~~ w CJ ~ z § 0 " U) 0 ~ &~ en -:3 cc ::.: ~ . LI..J & -6 ti; ID! >-3:: E U) :g ~ fn !;: ID ~ 3:: :::, :c U) z 6 c2 ll.l ::.: .:,:: ; :,:: "' I ::, :,:: 0. ::, ~ ~ ~ "' ~ "' .... ill "' ~ .. I t g 0 ~ 0. ~ ~ ~ ... thS C :: Im~ ~: .. • 1m 1 §~~-• lifi1 !.pl 9. AL L UN L E S S 10 . EA 1 BO T T O M AL L O W E MI N I M U M I AM E R WE S T MI S S ! L I FL O R I D A PR 1 & E3 3 0 -T A S 20 1 , 2 0 2 & 20 3 11 . AL L BO L T S & WA S H E R S SH A L L BE ZI N C CO A T E D ST E E L , GA L V A N I Z E D ~ E ~ i . it _ sx w ~ ~ t 5 l! J 1 ~ ~ - : g r N:! l £ ' ~ ~ ~ t \ . J l r ~ 1 ~ x i r l N t l t ' n i ~ F VI S I T EC A L C . 1 0 / 3 1 2 6 6 11 ■ FO R SI T E SP E O F I C DE V I A T I O N S & MO R E I N F O R M A T 1 0 N AB O U T THIS DOCUMENT • OR SC A N TH I S QR CDC€ • VI S I T E N G I N E E R l N G : E ) ( P R E S S , C O M I E A S T E R N ■ • FO R AD O r T I ON A L PL A N S , RE P O R T S & RESOI.R;CES i1~1~_ ~~ lhii OOPYRlGHTENC.lNlaEIUNG6XPRE5S"' 20-31266 SCALE:NTS UNLESS NOTED ST R O N G E R , 12 , AL L ST E E L IN CO N T A C T WI T H AL U M I N U M SH A L L BE PA I N T E D OR PL A T E D c;'7 AS PR E S C R I B E D IN TH E AB O V E - N O T E D BU I L D I N G CO D E . lJ 113 .§ ~ ~ ~ ~ " " e ~ ii ~ ~ t 1 " ;; u l! 3 0 . 4 7 3 " { ~ \ . 0 5 0 " j '> ! 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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 U C A T O R S RE G I S T E R E D WI T H AM E R I C A N SH U T T E R SY S T E M AS S O C I A T I O N , SC R E W AT EV E R Y SL A T , IN C L U D I N G BA S E SL A T FO R PO U R E D CO N C R E T E , GR O U T E D BL O C K & WO O D IN S T A L L A T I O N S ® ; ; s E E V E R I ~ : ~ L o ~ , ~ 6 ~ 8 ~~~ .. SHORE HARDNESS l b - 3 " M I N I r L ~ .- 0 , 2 5 " B U I L D - O U T @ ~ T ~ . U N T E D T U ! 6; : ~ BD MU L L I O N S b h ~ 4" 6" 2 4" B" 26 4" 4 " MU L L I O N S N, T , S . 60 6 1 - T 6 OR 60 0 5 - T S t 0. 2 5 0 " 0. 2 5 0 " 0. 2 5 0 " H o . 2 s o " r~ z :e BU I L D - O U T TU B E S AN D TR A P P E D AN G L E NO T E S : FO R 2X AN G L E S OR TU B E S , TH E LO N G SI D E OF TH E AN G L E OR TU B E SH A L L BE FL U S H AG A I N S T L', ,™ e = , w a u t- - - 2 " -S" - - - - t © J . T ~ P P E D A N G ~ ~ 6 3 - T 6 A L U M 1 2 " -S"I r z :e L HO'"" O P T I O N A L TRAPPED @ : ~ . U N T E D TUBE ~~3-~61A:: RICiARD NEET, P.E. PE# 86488 r.AI 9885 ,(j :g ~ ....... WP'l ::&::E wl-"'lfla tf~i mm "--~ .. 0 ,:i:,i' w l!!wue a: ~~~-~~ -it.c"'l~z ,.l ' a:NO 3a! I~' 8 .... ul !il:li f ;: u:: ii= Ul~..J~~ ottl ~w , ~o lJ =:S z-9 a! ~ § .... u :,:; 0 .... Ill .; "' (/) 0 w ., ~ 6~ 6 2 (/) "i ~ ,. ffi ]-s ::, _., :,: ~ t;; 1ii j 0.. ~ ::, >-3:: E ::l il: U) co io ~ < ~~.o.. I:; Wv'lj i :, ~ 3:: C ~ ::::, ~ 0.. :::c (/) z z ul t) ~ w :::;;: <C ~ ~ iiHl § 1l ~ . , . §llf~ 0 -1li·i~ " ;: ~ ~ u ~ .. d,; I~ g § '-"~ 11ns !.pi 1h11 ~l.:'!'~o < i'2 ff: ;~~ OOPYRlCfHENC!NURlN(;EXPFI.ESS"' 20-31266 SCALE: NTS UNLESS NOTED ~~ ~: 8 ! - - - - - - - - - - - - - H E A D E R L E N G T H - - - - - - - - - - - - - + I H O U S I N G \ '" " = ~ I I \ - I ~. ~ r~✓< ~ ~ - ;, ; : ; I - 1~:~~ c~i: I [~ ~ ! ~ ~ ~ / / I r/ ; : ~;; r:: v - v / ~ v ~ / / /. 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EA , EN D ) L ~J MA X SL A T SP A N L ct@ J MA X SL A T SP A N (S E E SC H ED U LE S ) l MAX SLAT j (S E E SC H E D U L E S ) SPAN (SEE SCHEDULES) TY P I C A L CO N S E C U T I V E SI N G L E 2 , UN I T EL E V A T I O N WI T H MU L L I O N S 3 J N. T . S . EX T E R I O R ELEV RICHARD NEET, P,E, PE#"a6488 CAI 9885 ,&!~ ION ;:: w"' lii:,: .. 1-"' ml,o ~~i1il~ ~ -:i~h wWUas:t!lo. .. ,,l,..>.,:-z" ~-=w-:.:ll f.clC ~~~ :SN9~~ttl o.,...w--~z ~$ii~ u ~ z 8 ~ u 0 ,.... en o ~ B~ (/) ~ re :::;;: ~ -llJ ~ ii ti; ii! >-3:: E en:&~ ffi ~ ii I= 3:: => :c en z <( u c2 LU ::;;: <( otl:l ~o "' ~ :,: "' w ~ ~ :::, :,: 0. :::, =l ~ ~ 3:: w cl z iii ~a ... g~,g ... .; "' "' 2 .. ~ ~ ~ il: < I:, :::, 0 ~ 0. 0;:; ~ §1:1:t ~ ;i ;i n;i~ u ~: ' ' l;~h ! 0 u ~-r§ ·,Q;c~~ 11111 :.pi lbii ~1~1~ <~~ ;~~ COPYIUGHTliNG1NliiifUNGEXPRii5$"' 20-31266 SCALE: NTS UNLESS NOTED ~ ,~3 ;; , 8 SH U T T E R AT T A C H M E N T TO HO S T V: ¼" x 1¾ " TA P C O N @ 24 " O. C . ¼" x 1% " TA P C O N @ 24 " o. c . 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EN D CA P (C A S T AL U M , SH A L L BE CA P A B L E OF SU P P O R T I N G SL A T AN D LI F T ME C H A N I S M WE I G H T ) 3. 3/i 6 " AL U M PO P RI V E T S (6 TO T A L PE R SI D E CA P , 2 AT TO , 2 AT RE A R , 2 AT BO T T O M ) 4. HO O D HA S BE E N TE S T E D FO R IM P A C T / CY C L I N G AN D MA Y BE IN S T A L L E D WI T H I N OP E N I N G RICHARD NEET, P.E, PE#"tl6488 CAI 9885 .@} '°N ;: : WO'l le:,: wt=""~leB ~~i ram "-' i!:w Ow•:I::gt,i" w ue~c.. ~~ ;n-a1~ l[fi Ill i~~ 'l"NOiGw ,:g.-.m ... Ji~ ' 3::-ilifG U)~----~ffi glli ,..o u ~ z 9 " ~ § ... u :,: 0 " ti) ,.; w "' en o !!'I ~'5~ ~ 2 (/) {l Ii ~ .. :::;;: ~ -:::, -' LU~ ,fi :c ~ t,; 1ii .i! "-~ :::, >-3: E ~ I!: en :ll ~ < En~ 1ii t:; :i :::, I= 3: C 3: ~ ::::> ~ :c "' en z z ;;; 5 c2 LU :::;;: <C ~n, , , Ilg[! 0 ~ ~ §1:;:t ~ ;i ~ lh;~ ""'"' , , , lh~~ ~ 0 B ~ •• h -9y_,~ lid! !.Id l!di ilglfjl ::E;::: 3 ~ ~1::J.w. 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S P A C I N G ~ SC H E D U L E S ~ F O : _ c i ~ N S ) ~ OP T I O N A L ~ S C H E D U ~ ) < I~ ~ - - - - - 7 1 13 ] I I . I I I ¼" 0 X 1" HEX HEADTEK SC R E W S @ 4" 0,C, OR""-20 SA E GR A D E 5 OR SS BOLTS WI T H WASHER AND LOCKNUT §' ~ / , : C , / ~~ / ~~ :: e : i ± l L / / / / / / / / / , / / · / m ? M I N - ~ " M ~ 2 5 IN S I D E / T R A P P E D MO U N T N. T . S . SE C T I O N VI ' e W I I is l < [ • . I I I V 1 n o N A L I I I I _ _J I _ _ _J ¼' 1 0 X 1 11 HE X HE A D TE K SC R E W S @ 4" 0, C . OR !, " - 2 0 SA E GR A D E S OR 5 5 BO L T S WI T H WA S H E R AN D LO C K N U T : / ~ ; / ~ ½ 1 / ~ - 1 / / / u /// 4 t ✓.61//// EX I S T I N G H O S T - / - ,; m o T ' ~ ~ # / ~. E l E ~~fri64s57/ ST R U C T U R E , BY OT H E R S , ' " / . ep - ? i : E S . . · . . (S E E S C H E D g ~ i l ~ ~ w Y ~ ~~ / /. 1 8 0 v ¼" 0 X 1" HE X HE A D TE K SC R ' e W S @ 4 " 0 , C , ., /,., .3 7 5 " SU P BU I L D - O U T MO ~-UNT N. T , S . SE C T I O N VIEW IRIO-!ARD NEET, P.E. PE:.t 86488 CAI 9985 J@l 10"' o.,,, ...... w"' ~:,: .. 1-"' m -s ~~iii~ l'; ,:i;g-~:l! UJWUa,~c. 1~;l:;5-,2ffi f:5"' i~2 8~~~~~ ;: !!; ii~ z 8 ~ u 0 " en 0 ~ &~ U) ~ i ::;;: ~ -LU ~ -5 I-~ ill en ~., (n ,-; .E ~ ~ ~ LU"' 1ii I= 3: :::> :c en cnw ~w ow :::o "' ~ ... :,: "' .,; ~ :g 2 o! .. "' => -' :,: ~ 0. ~ => ::l il: <( ~ t, ~ ::, a ,-; ~ w 0. -' "' z iii Hfi IM~ 111~, 1111 ;;Ii ;H ESs«' -31266 SCALE: NTS UNLESS ® ;; g 0 ~ ! ~ ~ gi1 w ~ ~ ~ ~ ~ ; ~ % i i'i s I 1'. ~ ;, 3 a r : : - _ - I ' 11 11 11 II 11 11 11 II 11 L _ N. T . S . ¼" 0 X 1" HE X HE A D TE K S C R E W S @ 4" o. c . SH U T T E R AT T A C H M E N T OP T I O N TO AL U M I N U M MU L L I O N S ,3 f - - - - - - M U L L I O N S - - - - - SE E MU L L I O N SC H E D U L E S FO R MU L L I O N OP T I O N S ¼ " 0 X 1" HE X HE A D TE K S C R E W S @4 " o. c . FA C E MO U N T (E N D M U L L I O N ¼" 0 x 1" HE X HE A D T E K SC R E W S @ 4" o. c . SE C T I O N VI E W a > - - - - - - - - - - - - MU L L I O N S - - - - - - - - - - - - - - j - - : : 7 - - , I 11 O P ~ , - - - - - 1 1 _ _ _ _ _ I I I I ¼" 0 X 1 " H E X f < e A D 1 E K I I ~ ·: C P £ V , S - : , ; l l 4 " O, C , OP . ¼ " - 2 0 I I \ ~~ r : ~ 5 A% ~ 2 J ; ? ~ ~ I l 2 FA C E MO U N T (END MULLION N. T . S . OR I E N T A T I O N # 2 FA C E MO U N T EN D MULLION A N A L - - - - - 7 - - - - - 7 1 I I 11 C$ i Q § I I ¼" 0 X 1" HEX f<eAD lEK 7 I I SCP.Ell..$ @4" o.c. ORl"-20 I I ~G~~~a:~~g-JilJf 4 TR A P P E D MO U N T IN T . MU L L I O N ) N. T . S . SE C T I O N VI E W !RICHARD NEET, P.E, PEf:86488 CAI 9885 (@) "'"' ~: w('I'} iix w!:;"'1~8 g::,...J ffiu; fttnu.. .. CZ:fil 0 ,:,: ii~" ~~U---~~ .'i~i51-~"' ~:5~ ~~ O~...J itlJ 0 wixz u :=; z-§ 0 " U) 0 U) i.;;;; <CO.., U) ~ i rt ~ -5 I-~ ill Ul ID 10 >-3: E c.n co io c! ~ 0.. LU <I' 1ii ~ 3: :::, :::c U) z 6 c2 LU ~ :=$ea;~ tn LU ~w ow ~o ~ ... :,: ig "" w "' z 2 ~ ... "' --' ::, ;l: :,: "-~ ::, .!, &: g < ti --' ::, :;;! 0 3: ~ ~ "' z o'l ~ f , · 8~(! o " b~• ~ ;§ lh;~ u : .. hi! L~ · · · li!im !.pl IMi lill~lo ~!~ o::::!.:?J COPYRlCHTENGUIE~R.INGD:Pll.E5s& 20-31266 SCALE: NTS UNLESS NOTED @ "fa 0 6 [ ~ ~ ~ 2' 0 ~ 2 ~ ~ ~ }1 ' ~ 8 g ~ I e $ I ~ § e ;; ; ;, 0 " 8 AN C H O R SC H E D U L E : WA L L MO U N T 1/ 4 " OE W A L T 1W SS IT W MA X I M U M SP A C I N G )O . C . j 5/ 1 6 " 1 T W T A P C O N 5/ 1 s · D E W A L T 1/ 4 M D E W A L T #1 4 4 1 0 S S s1 1 5 • 4 1 o s s 3/ B " D E W A L T UL T R A C O N PO W E R - B O L T 1/ 4 " LA G 5/ 1 6 • LA G #1 4 WO O D SM S W / F U L L SM S W / F U L L SCREW 1/ 4 " AL L - P O I N T S SO L I D - S E T 3/8" DEWALT CONFLEX UL T R A C O N TA P C O N TO 27 0 0 PS I TO 31 9 2 PS I MI N . MI N . CO N C R E T E : CO N C R E T E : 1. 7 5 M MI N . 1. 7 5 • MI N . EM B E D M E N T ; EM B E O M E N T : 2. S • MI N . ED G E 2. 5 • MI N . ED G E DI S T A N C E D I S T A N C E TO 35 0 0 PS I TO 28 9 9 PS I TO GR O U T - TO 30 0 0 PS ) SC R E W SC R E W S C R E W 11 - I R E A D SOLT MI N . MI N . FI L L E D TO HO L L O W MI N . TO 30 0 0 PS I TO HO L L O W TO G= 0 . 5 5 MI N TO G= U . 4 2 . M ! N TO G= U . 5 5 P E ~ ~ ~ O N PE N E T R A T I O N TO 3000 PSI TO 1819 PSf:T04510PSI c o ; ~ ~ ~ ; c~~: ~ ~ ~ ; c ~ ~ g ~ E c~~ g ~ ~ ~ c~~ ~ ~ ~ ; C O N ~ ~ ; o.: i ~ - ~ ~ - 1~ ? ~ ~ - ~~~~_ : M~~5 ~ ~ ~ ~ ; s~ R 1 14 - 20 4 1 0 ~:~ ~ J : ~ ~ ~ CON~~TE: CON~~ETE: CON~~ETE: EM B E D M E N T ; EM B E D M E N T 2. 2 5 " M I N . 1. 7 5 ~ M I N . EM B E D M E N T ; 0. 8 7 5 " M I N . EM B E D M E N T EM B E D M E N T : E M B E D M E N T : EM B E D M E N T ; TO i; i ~ i ; . B ~ ~ T TO o. 2 s ~ M I N . 3.5"MIN. 3.5"MIN. 3.5.MIN. 3- ~ ~ ~ ~ I N . 3. 1 i ~ ~ ~ t N . E M ! ; ~ ~ : N T ;~~ ~ : ~ ~ ; ~~~ - ;~i~ ~ ~ ~ ~ : ~ic ! ~ · 0 -~ ; i t · 0 -~ f t · 0 - 1 ; : J N · 60 ~ 3 ~ T 6 A L U M ; so; , : ; ~ ~ . ~ ~ ~ ~ : EM : , : P ~ ~ ~ T : ~~7 ~~~~~ 3 ~7 ~~:FN~I DI S T A N C E D I S T A N C E ED G E DI S T A N C E D I S T A N C E D I S T A N C E DI S T A N C E DI S T A N C E DI S T A N C E D I S T A N C E O, ~ MI N . ED G E E D G E EDGE EDGE EDGE DI S T A N C E IS T A N C E DI S T A N C E DISTANCE DISTANCE DISTANCE l~ ~ · l p : ; ~ ~ ' : u : .! l , : +l - 4 0 P S F 22 5 . 4 LB / F T +I - 68 PS F 62 3 . 6 LB / F T 76 . 5 " r +l - 9 5 P S F 10 2 1 . 3 LB / F T +l - 1 2 3 PS F 14 1 8 . 6 LB / F T +l - 1 5 0 PS F 18 1 5 . 4 LB / F T +l - 4 0 P S F 79 6 . 9 L B / F T +l - 6 7 P S F 12 1 9 . 4 LB J F T 10 8 ' ' r +I - 75 PS F 16 4 1 . 3 LB / F T +l - 9 2 P S F 20 6 2 . 6 LB / F T +l - 1 0 9 PS F 24 8 3 . 2 LB / F T +l - 4 0 P S F 14 3 6 . 7 LB / F T +l - 5 2 P S F 19 0 3 . 7 LB / F T 14 6 ' ' r +I - 64 PS F 23 6 9 . 7 L B / F T +I - 77 PS F 28 3 4 . 6 LB / F T +1 · 8 9 P S F 32 9 8 , 3 LB / F T +J . 4 0 P S F 18 5 0 . 9 LB J F T +J . 4 9 P S F 23 0 1 , 8 LB / F T 17 0 ' ' r +J . 5 9 P S F 27 5 0 . 7 LB / F T +J . 6 8 P S F 31 9 7 , S LB / F T -t f . 7 8 P S F 36 4 2 . 4 LB / F T +/ - 3 5 P S F 22 1 2 , 8 LB / F T +1 - - 4 2 PS F 26 3 8 . 2 LB / F T 20 6 " +J . 4 8 P S F 30 6 3 . 5 LB / F T +J . 5 5 P S F 34 8 8 . 8 LB / F T ti · 61 PS F 39 1 4 . 1 LB / F T +J . 30 P S F 24 2 7 A LB / F T +I • 34 P S F 27 3 5 . 3 LB / F T 24 1 . 5 • r +J . 38 PS F 30 4 3 , 3 LB / F T +l - 4 1 PS F 33 5 1 . 2 LB / F T +I - - 45 P S F 36 5 9 . 1 LB / F T AN C H O R NO T E S : BY 21 2 . 5 LB / F T 6, 0 " 35 8 . 7 LB / F T 5, 5 0 " 50 4 , 8 LB / F T 3, 5 0 " 65 0 . 9 LB / F T 2, 5 0 " 79 7 , 0 LB / F T 2. 0 0 ' ' 30 0 . 1 LB / F T 4. 7 5 " 43 6 . 1 LB f F T 3, 2 5 " 59 6 , 2 L B / F T 76 0 , 8 LB / F T 92 9 , 9 LB / F T 46 2 . S L B / F T 63 1 . 1 LB / F T 80 7 , 8 LB / F T 99 2 . 8 LB / F T 11 8 6 . 2 LB / F T 62 2 . 5 LB / F T 81 0 . 6 L B / F T 10 1 2 . 3 L B f l 12 2 7 . 5 LB / F T 14 5 6 . 0 L B f l 54 7 . 3 LB / F T 65 2 . 7 L B / F T 75 8 . 3 LB / F T 86 3 , 9 LB / F T 96 9 , 6 LB / F T 55 3 , 7 LB / F T 62 4 . 0 LB / F T 69 4 . 3 LB / F T 76 4 , 6 LB / F T 83 4 . 9 LB / F T 6, 0 ' ' 6. 0 0 ' ' 3, 7 5 " 2. 7 5 " 2. 2 5 " 5, 2 5 " 3, 5 0 ' ' 2. 5 0 " 6. 0 " 6, 0 0 " 6. 0 0 " 4. 7 5 " 3, 7 5 " 6. 0 0 " 6, 0 0 " 4. 5 0 " 3, 5 0 " :t 7 5 " 5. 2 5 " 4. 0 0 " 3, 0 0 " 2. 5 0 " 2. 2 5 " 4, 0 0 " 3. 2 5 " 2. 5 0 " 2. 2 5 " 3. 5 0 " 3. 0 0 " 2. 5 0 " 2. 2 5 " 2. 0 0 " 3. 2 5 " 3. 0 0 " 2. 5 0 " 2. 2 5 " 2. 2 5 " 6. 0 " ~ 6. 0 0 " 4, 7 5 " 3. 7 5 " 6, 0 0 " 6, 0 0 " 4, 2 5 " 3, 5 0 " 2. 7 5 " 5. 2 5 " 3. 7 5 " 3. 0 0 " 2, 5 0 " 2. 0 0 " 4, 0 0 " 3, 0 0 " 2, 5 0 " 2. 2 5 " 3. 5 0 " 3. 0 0 " 2. 5 0 ' ' 2. 2 5 " 2. 0 0 " 3. 2 5 " 2. 7 5 " 2. 5 0 " 2. 2 5 " 2. 0 0 ' 1. AN C H O R S SH A L L BE IN S T A L L E D IN AC C O R D A N C E WI T H MA N U F A C T U R E R S ' RE C O M M E N D A T I O N S , 2, WH E R E AN C H O R S FA S T E N TO NA R R O W FA C E OF ST U D FR A M I N G , AN C H O R SH A L L BE LO C A T E D IN CE N T E R OF NO M I N A L 2x (M I N ) WO O D ST U D (I . e . 3/ 4 " ED G E DI S T A N C E IS AC C E P T A B L E FO R AN C H O R S TO WO O D FR A M I N G ) , 3, MI N I M U M EM B E D M E N T SH A L L BE AS NO T E D IN AN C H O R SC H E D U L E . MI N I M U M EM B E D M E N T AN D ED G E DI S T A N C E EX C L U D E S ST U C C O , FO A M , BR I C K , AN D OT H E R WA L L FI N I S H E S . 4, AN C H O R SC H E D U L E AP P L I E S TO AL L PR O D U C T S CE R T I F I E D HE R E I N , BU T ON L Y PR O V I D E S MA X I M U M AL L O W A B L E AN C H O R SP A C I N G , MA X I M U M AL L O W A B L E SP A N S AN D PR E S S U R E S IN D I C A T E D IN SP A N SC H E D U L E SH A L L AP P L Y , 5, WH E R E EX I S T I N G ST R U C T U R E IS WO O D FR A M I N G , EX I S T I N G CO N D I T I O N S MA Y VA R Y , FI E L D VE R I F Y TH A T FA S T E N E R S AR E IN T O AD E Q U A T E WO O D FR A M I N G ME M B E R S , NO T IN T O PL Y W O O D , 6, WO O D BU C K S (B Y OT H E R S ) SH A L L BE AN C H O R E D PR O P E R L Y TO TR A N S F E R LO A D S TO TH E EX I S T I N G ST R U C T U R E , 7, MA C H I N E SC R E W S SH A L L HA V E MI N I M U M OF 1/ 2 " EN G A G E M E N T OF TH R E A D S IN BA S E AN C H O R AN D MA Y HA V E EI T H E R A PA N HE A D , TR U S S HE A D , OR WA F E R HE A D (" S I D E W A L K BO L T " ) U, N , O , 6. SH E E T ME T A L SC R E W S SH A L L BE IN S T A L L E D WI T H FU L L EN G A G E M E N T OF TH R E A D S IN T O ME T A L HO S T ST R U C T U R E . 9. = DE S I G N A T E S AN C H O R CO N D I T I O N S WH I C H AR E NO T AC C E P T A B L E FO R US E , 10 . AN C H O R S TO GR O U T - F I L L E D BL O C K SH A L L PE N E T R A T E TH R O U G H FA C E SH E L L IN T O GR O U T E D CE L L . WA L L MO U N T DI R E C T I V E Rx Ry HO S T AN C H O R PE R ST R U C T U R E SC ~ E D ~ ~ E • r; i ; / , PE R SC H E D U L E ,/ ~ < < / / ~ . / / / / / ' _ , / / / / / · / , , / / / / / / ./ / / _ . , , _ / L ~ / _ / _ . : 6,0" 6,00" 6.00'' 6,00'' 6.00'' 6.00" 6,00'' 6,00'' 6,00" 5,75'' 6.00'' 6,00'' 6,00'' 5.00'' 4.25" 6.00'' 6,00" 5.25" 4.50'' 3.75'' 6,00'' 5.75" 5.00" ~ 4.00" 6,00"' 5.75" 5.00'' 4.50'' 4.25" 6.0'' 6,00" 6.00" 6,00" 6,00" 6,00" 6,00" 6,00'' 6,00" 6,00" 6.00" 6,00" 6,00" 5.25" 4.50" 6.00" 6,00" 5.25'' 4.50" 4.oo· 6,00'' 6,00'' 5.25" 4.75· 4.25" 6.00'' 6,00'' 5.50'' 5.00'' 4.50" 6.0'' 6.00" 6.00" 6,00" 6.00" 6.00" 6.00" 6,00" 6,00" 6,00" 6.00" 6,00" 6,00" 6,00" 5.75" 6.00" 6,00" 6.00" 5,75" 5.00" 6.00" 6.00" 6.00" 5.75" 5.25" 6.00" 6,00" 6.00" 6.00" 5.50" RICHARD NEEr, P.E. PE~ 86488 CAI-9685 @ <ON ;! : W"1 i:;r .;;l--"'11:18 ~~i film "--if"' ~w .. Oi~~ i~~=!m .;:_ l!t"'"'i~., ~,: ::.,: :: ~5 g iim l '\::~ie:!i Ulffi~;ffi --· ~~ u ~ z-8 g u 0 ..... Ul o U) ..: ~ <CO"' u, {!l i ::;;: ~ -UJ ~ -6 I-~ ill Ul ~ a, >-3: E Ul :g ~ ln !s! 1ii I= 3: :::, :c Ul z 6 a: LU :fi °' § :i:: 1/l ; ::, :i:: 0. ::, ::l ~ ~ 3: ~ (!J z ul ~ ~ ' ' ' i~i! " ~ 2 ... __, :l; ~ 8: .. t; ::, ~ 0. C O bi!> I C -1!!,;1 5 ~ ... m1 ! g § ' ' ' Illig «( i; Ee "1"'1° :e;:: ~ ~ :2 ~ !.pi lhii COPYR!GHTENGlNEEl'llNI.EXPFlESs"° 20-31266 SCALE: NTS UNLESS NOTED 7l ~3 i' g ~ 2 ~ ~ ~ §', ~ i ~ _g I [ w ~ :> ~ ' § a: ;i u b' , li :; : ! I p::! ~ ~ E ~ +/ - 4 0 P S F 22 5 , 4 LB / F T +/ - 6 6 P S F 62 3 , 6 LB / F T 76 . 5 " I +/ - 9 5 P S F 10 2 1 . 3 LB / F T #- - 12 3 P S F 14 1 6 . 6 LB / F T #- - 1 5 0 P S F 18 1 5 . 4 LB / F T +/ - 4 0 P S F 79 6 , 9 LB / F T #- - 5 7 P S F 12 1 9 . 4 LB / F T ~O f f ' r #- - 75 PS F 16 4 1 . 3 LB / F T +l - 9 2 P S F 20 6 2 . 6 LB / F T #- - 1 0 9 P S F 24 8 3 . 2 LB I F T +/ - 4 0 P S F 14 3 6 . 7 LB / F T #- - 5 2 P S F 19 0 3 . 7 LB / F T 14 6 " / +/ - 64 PS F 23 6 9 . 7 LB / F T +/ - 7 7 P S F 28 3 4 . 6 LB I F T #- - 8 9 P S F 32 9 8 . 3 LB / F T +l - 4 0 P S F 18 5 0 . 9 LB / F T +/ - 4 9 P S F 23 0 1 . 8 LB / F T 17 a • I -+ 1 - s s P S F 27 5 0 . 7 LB / F T -+ l - 6 8 P S F 31 9 7 . 6 LB / F T -+ / - 7 8 P S F 36 4 2 , 4 LB / F T +l - 3 5 P S F 22 1 2 . 8 LB / F T -+ l - 4 2 PS F 26 3 8 . 2 LB / F T 20 6 " I +l - 4 8 P S F 30 6 3 . 5 LB / F T # - M P S F 34 8 8 . 8 LB / F T #- - 6 1 PS F 39 1 4 . 1 LB / F T -+ l - 3 0 P S F 24 2 7 . 4 LB / F T -+ l - 3 4 PS F 27 3 5 . 3 LB / F T 24 1 . 5 " r +/ - 3 8 P S F 30 4 3 . 3 LB / F T +/ - 4 1 PS F 33 5 1 . 2 LB / F T +/ - 4 5 P S F 36 5 9 . 1 LB / F T AN C H O R NO T E S : SE E SH E E T 7 FO R AN C H O R NO T E S . AN C H O R SC H E D U L E : BU I L D - O U T MO U N T .B Y 12 7 . 5 L B i f T 21 5 . 2 L B / F T 30 2 , 6 LB / F T 39 0 . 5 LB / F T 47 8 . 1 LB I F T 18 0 . 0 L B / F T 26 1 , 6 LB / F T 35 7 . G L B / F T 45 6 . 4 LB I F T 55 7 . B LB / F T 27 7 . G L B / F T 37 6 . 6 LB / F T 46 4 . 6 LB I F T 59 5 , 6 LB l f T 71 1 . 6 L B . - F T 37 3 . 4 LB / F T 48 6 . 3 L B / F T 60 7 , 3 LB I F T 73 6 . 3 L 9 J F T 87 3 . 4 LB / F T 32 8 , 3 LB / F T 39 1 . 6 LB / F T 45 4 , S L B / F T 51 8 . 2 LB / F T 56 1 . 6 L B I F T 33 2 . 1 LB I F T 37 4 . 3 LB / F T 41 6 , 5 LB / F T 45 8 . 7 LB / F T 50 0 . 9 LB / F T MA X I M U M SP A C I N G (O C ) 5/ 1 6 " 1 T W T A P C O N 1/ 4 " A L L - P O ! N T S S O L I D - S E T 1/ 4 " D E W A L T 1/ 4 " S S I T W 5 f 1 6 • D E W A L T f - - - - , - - - - - , - - - ! 1/ 4 " D E W A L T I - - - - ~ - - - - - , 1/ 4 " L A G UL 1R A C O N TA P C O N UL TR A C O N PO W E R - S O L T SC R B N TO : : J i ~ P S I T O ~ l ~ P S I ro : i ° ~ . P S I r o : ~ ~ P S l T O A ~ ~ ~ - 1~ , H ~ ~ r o : ~ ~ P S J ro : i ~ ~ P S I TO H O L L ~ W T o ~ = g ~ ; M I N CO N C R E ' l ' E ; CO N C R E l E ; CO N C R E l E : CO N C R E T E ; CO N C R E T E N , CO N C R E T E ; CO N C R E T E ' BL O C K , 1. 5 " MN . 1. 7 5 " M I N . 1 . 7 5 " M I N . 2" M I N . 2. 2 5 " M I N . BL O C K : B~ ~ C K N 2. 5 " M I N . 0. 8 7 5 " M I N _ ' 0. 8 7 5 " M I N • • EM B E D M E N T ; EM 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 ; 2, 2 5 " MI N . e J ; E D ~ ~ . EM B E D M E N T ; EM B E D M E N T · EM B E D M E N T , 0. 7 5 " MI N . 2, 5 " M l N . 2, 5 " M I N . 3. 1 2 5 " M I N . 3, 1 2 5 " M J N . EM B E D M E N T ; 4 "M I N ED G E 3" M J N , E D G E 3" M I N , E o o E 3" M ! N . E D G E ED G E D t ~ : i c e 0 1 ~ : i c E 01 ; ~ : N E C E D l ~ : : c E 4 ~~~ ~ ~ ~ ~ E DI S T A N C E DI S T A N C E DI S T A N C E DI S T A N C E D I S T A N C E 6, 0 0 " 6, 0 0 " 4. 0 0 " 2. 7 5 " 2. 2 5 " 5. 5 0 " 3, 5 0 " 2. 5 0 " 2, 0 0 " 6. 0 0 ' ' 6. 0 0 ' ' 4, 2 5 " 3, 0 0 ' ' 2. 5 0 ' ' 5, 7 5 " 3. 7 5 " 2, 7 5 " 2. 2 5 " 6, 0 0 ' ' 6, 0 0 " 6. 0 0 ' 5. 5 0 " 4. 2 5 ~ 6. 0 0 " 6, 0 0 " 5. 0 0 " 4. 0 0 " 3. 2 5 " 5. 7 5 " 4. 2 5 " aw 2. 7 5 · w 4. 5 0 " 3, 5 0 " 3. 0 0 " 2. 5 0 " 2. 2 5 " 4. 0 0 " 3. 2 5 " 2. 1 s • 2. 5 0 " 2. 2 5 " 3. 5 0 " 3. 2 5 " 2. 7 5 " 2. 5 0 " 2. 2 5 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 5. 5 0 " 4. 2 5 ' ' 6, 0 0 " 6. 0 0 " 5, 0 0 " 3. 7 5 " 3. 2 5 " 5. 7 5 " 4. 2 5 " as o - W 2. 5 0 " 4. 5 0 " 3. 5 0 " 3. 0 0 " 2. 5 0 " 2.0 0 " 3. 7 5 " 3. 2 5 " 2. 7 5 " 2. 5 0 " 2. 2 5 " 3, 5 0 " 3. 2 5 " 2. 7 5 " 2. 5 0 " 2. 2 5 " 6, 0 0 " 6, 0 0 ' ' 5, 7 5 " 4. 2 5 " 3. 2 5 " 6. 0 0 ' ' 5, 0 0 " 3. 7 5 " 3. 0 0 " 2. 5 0 ' ' 4. 5 0 ' ' 3, 2 5 " 2. 5 0 " 2. 2 5 " 6. 0 0 " 5. 0 0 " 3. 2 5 " 2. 2 5 " 6, 0 0 " 6, 0 0 " 5, 5 0 " 4. 0 0 " 3. 2 5 " 6, 0 0 " 5. 0 0 " 3, 7 5 " 3. 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 4. 5 0 " 5. 0 0 " 2. 7 5 " 3. 5 0 " 2, 7 5 • 6. 0 0 " 4. 5 0 ' ' 3. 2 5 " 2. 5 0 " 5/ 1 6 " L A G #t 4 W O O O #t 4 4 1 0 S S S M S 5/ 1 6 " 4 1 0 S S S M S 3/ f f ' O E W A L T I WDEWALTJDEWALTCOt-FLEX SC R E W S C R E W W/ F U L L TH R E A D W/ F U L L TH R E A D SC R E W BO L T TO G= 0 . 4 2 TO G= 0 . 5 5 MI N PE N E T R A T I O N PE N E T R A T I O N TO 3 oo o PS I M! N W O O D ; WO O D ; OR 1 / 4 - - 2 0 4 1 0 S S OR 5 / 1 6 - 1 8 4 1 0 S S M! N . IT01819PSIMIN1T04510PSIMIN. Z' M I N . 1, 5 " M I N . 1H R U - B O L T T 0 TI - i R U - B O L T T O CO N C R E T E ; CONCRETE: CONCRETE; EM B E D M E N T ; E M B E D M E N T ; 0. 1 2 5 " M ! N . 0. 2 5 . M I N . 6 0 6 3 - T 6 3 •5 "M ! N . 3.5"MIN. 3.S"MIN. 0. 7 5 " M I N . 0. 7 5 " M ! N . 60 6 3 - T G A L U M ; AL U M ; EM B ~ M E N T : EMBEDMENT; EMBEDMENT; ED G E E D G E 0. 5 " MI N . ED G E 0. 6 1 5 " MI N . ED G E 4 •5 MI N . 3,75" MIN. EDGE 3.75" MIN. EDGE DI S T A N C E D I S T A N C E D I S T A N C E DI S T A N C E O l ~ ~ E C E DISTANCE DISTANCE 6, 0 0 " 6, 0 0 " 4, 5 0 " 3. 2 5 " 2. 5 0 " 6, 0 0 " 4. 2 5 " 3, 0 0 " 2. 5 0 " 6, 0 0 " 6, 0 0 " 5. 0 0 " 3. 7 5 " 3, 0 0 " 6. 0 0 " 5, 0 0 " 3, 7 5 " 27 5 " 2. 2 5 " 4. 5 0 " 3. 2 5 " 2. 5 0 " 2.0 0 " 3. 0 0 " 2. 7 5 " 2. 5 0 " 2. 2 5 " 2, 0 0 " 6. 0 0 " 6, 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 6.0 0 " 6, 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 5. 5 0 " 4. 7 5 " 6. 0 0 " 6. 0 0 " 5. 7 5 " 4. 7 5 " 4. 2 5 " 6. 0 0 " 6. 0 0 " 5. 2 5 " 4, 7 5 " 4. 2 5 " 6. 0 0 " 6. 0 0 " 5. 5 0 " 5, 0 0 " 4. 5 0 " 6.00" 6,00" 6.00" 6.00" 6,00" 6.00" 6,00" 6.00" 6.00" 6.00" 6.00" 6.00" 6.00" 6,00" 5.00" 6.00" 6.00" 6,00" 5.25" 4,50" 6.00" 6.00" 5.75" 5.00'' 4,50" 6.00" 6.00'' 6,00'' 5.25" 5,00" 6.00" 6.00" 6.00' 6.00" 6,00" 6.00" 6.0tr' 6.00" 6.00" 6,00" 6.00" 6.00" 6,00" 6.0a' 6,00" 6.0a' 6.00" 6,00" ~ ~ 6,00" 6.00" 6,00" 6.00" s.sir' 6.00'' ~ 6,00" 6.0W 6,00'' BU I L D - O U T MO U N T DI R E C T I V E AN C H O R PE R ., . , , / ' // > · " / / / // / L // / SS : H . E D ) J L E , HO S T /1 / , / · // /' ST R U C T U R E - . . / ., . / ' , ~ PE R SC H E D U L E / I' / / , / / / , / , / Rx RIOiARO NEET, P.E. PE~ 8&488 CA# 9685 (ii 10 N 8~ wrii ~x w!:~i;·8 !2:::iu.. .. ui lttlJ ... ~ ID 0 ,:Cif "' ~!5!~~~~ ~-="'!~"' 2Z EC ::2 8~ ~ --~~ ' ;;:~it~ cnw ~w ow u ~ z ~ 0 " en o ~iS~ U> ~ [i :::E"' • LU~ ij t; ii! fn 3: .E c! ~ ~ LI.I ..,. 1ii I= 3: ::::, :::c en 6 c2 LI.I ~ !!:O "' § :i: U) w 5 o! "' ::, ,: 0. ::, .!, g i ~ " z ul ~ ~ ~ . , . !Hit! ~ '° Ul "' ~ .. I ~ t:; ::, 8 "' 0. 0 ~i§'. ;i;:a: --i~.i~ ~: .. 1m 1 gli_,_,_• 1111! !.pi i1~1~. ~~~ lhH COP\'RlGHTrnGlNGEnlNGGXPR;sS"' 20-31266 SCALE: NTS UNLESS NOTED ® 113 : ; : I p:; ! ~ : E Bl< +l - 4 0 P S F 22 5 . 4 LB F T +/ - 6 8 P S F 62 3 . G l B J F T .+ / - 9 5 P S F 10 2 1 . 3 LB / F T +f - 1 2 3 P S F 14 1 8 , 6 LB / F T +f - 1 5 0 P S F 18 1 5 . 4 LB / F T AN C H O R SC H E D U L E : IN T E R I O R MO U N T !! ¥ 12 7 . 5 LB . f T 21 5 , 2 L B / F T 30 2 . 8 L B / F T 39 0 . S L B / F T 47 8 , 1 LB / F T MA X I M U M SP A C I N G [O . C . ) 51 1 6 ' ' nw TA P C O N 1/ 4 " AL L - P O I N T S SO L I D - S E T 1/ 4 " 0 E W A L T 1/ 4 " S S I T W 5 / 1 6 " D E W A L T f - - - - - - , - - - - - , - - - - - - j 1/ 4 " D E W A L T 1 - - - - - - , - - - - - - j 1W L A G UL TR A C O N TA P C O N UL TR A C O N PO \ N E R · B O L T SC R E W TO 27 0 0 P S I TO 3 1 9 2 PS I TO 35 0 0 PS I T0 2 8 9 9 P S I TO GR O U T - TO HO L L O W TO 30 0 0 PS I TO 3 0 0 0 P S I TO G= 0 . 5 5 MI N MI N . M I N . MI N , MI N . FI L L E D CO N C R E T E MI N , MI N . TO HO L L ~ W WO O D : CO N C R E T E : CO N C R E T E : C O N C R E T E : CO N C R E T E : CO N C R E T E B CK · CO N C R E T E ; CO N C R E T E ; BL ' ! C K , 1. 5 " M I N . 1. 7 5 • MI N . 1. 7 5 " MI N . 2" MI N . 2. 2 5 " MI N . BL O C K : 1 7 ~? MI N 2. 5 " MI N . o, e ? S " MI N . 0, 8 7 5 Ml N . . EM B E D M E N T ; EM B E D M E N T : EM B E D M E N T : EM B E D M E N T : EM B E D M E N T : 2. 2 5 " M! N . EM B E D M E N T : EM B E O M E N T ; E M B E O M E N T ; ~B E D M E N T , 0. 7 5 " MI N . 2. 5 " M ! N . 2. S " M I N , 3. 1 2 5 " M I N . 3, 1 2 5 " M I N , EM B E D M E N T ; 4 "M I N ED G E J" M I N . E D G E J" M I N . E O G E 3 MI N . E D G E ED G E ED G E ED G E E D G E ED G E 4" M I N . ED G E DI S T A N C E DI S T A N C E DI S T A N C E DI S T A N C E DI S T A N C E DI S T A N C E D I S T A N C E D I S T A N C E DI S T A N C E DI S T A N C E 6. 0 0 " 6. 0 0 " 4. o a • mo 2. 2 5 " 6. 0 0 " 6 . o o " 6 . o o " 6. o a · 6. o a • 6. 0 0 ' ' 6. o o " s. o a · 4. 2 5 " 6. 0 0 ' ' 6. 0 0 " 5. 7 5 ' ' 3. 0 0 ' ' 5. 5 C 7 ' 5. 5 0 " 4. 2 5 • 2. 5 0 ' ' 4. 2 5 " 4. 2 5 " 3. 2 5 ' ' 6. 0 0 ' ' 5. 0 0 ' ' 3. 2 5 ' ' 2. 2 5 ' ' 6, 0 0 " 6, 0 0 " 5, 5 0 " 4. 0 0 " 6, 0 0 " 6, 0 0 " 5. 0 0 " mo 6, 0 0 " 4. 5 0 " m 2. 0 0 ' 5/ 1 6 • L A G #1 4 W O O D #1 4 4 1 0 S S S M S 5/ 1 6 " 4 1 0 S S S M S SC R E W S C R E W W/ F U L L TH R E A D W/ F U L L TH R E A D TO G= 0 . 4 2 TO G. : i 0 , 5 5 MI N PE N E T R A T I O N PE N E T R A T I O N MI N W O O D : WO O D ; OR 1 / 4 - 2 0 4 1 0 S S OR 5 / 1 6 - 1 8 4 1 0 S S 2" M I N . 1. 5 " M 1 N . lH R U - B O L T T O lH R U - B O L T T O EM B E D M E N T ; EM B E D M E N T : 0, 1 2 5 " MI N . 0. : 2 5 " MI N . 60 6 3 - T 6 0. 7 5 " M I N . 0 . 7 5 " M J N . 60 6 3 - T 6 A L U M : AL U M ; ED G E ED G E 0. 5 " MI N , ED G E 0, 6 2 5 " MI N , ED G E DI S T A N C E DI S T A N C E D I S T A N C E D I S T A N C E 6. 0 0 " 6. 0 0 " w 3, 2 5 M 2. 5 0 " 6, 0 0 ' ' 6. 0 0 ' ' 5. 0 C 7 ' 3. 7 5 ' ' 3. o a · 31 8 • DE W A L T I 3/8" OEWAL T/DEWAL T CONFLEX SC R E W BO L T TO 30 0 0 P S I MI N . ITO 1819 PSI MIN1 T04510 PSI MIN. CO N C R E T E : CONCRETE; CONCRETE; 3, 5 " M I N . 3 , S " M I N . 3.S•M[N. EM B E O M E N T ; EMBEOMENT; EMBEOMENT; 4. S " M I N , 3,75uMIN, EDGE 3,75"MIN, EDGE ED G E DISTANCE DISTANCE DI S T A N C E 6. 0 0 " 6. 0 0 " 6.0 0 " 6. 0 0 " 6. 0 0 " 6,00" 6,00" 6.00" 6.00" 6,00" 6,00" 6,00" 6.00" 6.00" 6,00" ;1 176 . 5 " +l - 4 0 P S F 79 6 . 9 lB J F T 18 0 . 0 LB , F T c , r , ,u v , u u ; , , r 1 5. 5 0 " T 5. 7 S ' 6. 0 0 " 6. 0 0 " 6. 0 0 " <> . u u -, , , , . , 6. 0 0 " 6. 0 0 ' ' 6. o o • 6.00" 6.00" +/ - 5 7 P S F 12 1 9 , 4 LB / F T ~ 10 8 " +l - 7 5 P S F 16 4 1 . 3 LB / F T ;; ; +l - 9 2 P S F 20 6 2 . 6 LB / F T Ii ' +/ - 1 0 9 P S F 24 8 3 . 2 L E V F T ~ +l - 4 0 P S F 14 3 6 . 7 LB / F T ~ +l - 5 2 P S F 19 0 3 . 7 LB / F T § 14 6 " +I - 64 PS F 23 6 9 . 7 L B / F T ~ +l - 7 7 P S F 28 3 4 . 6 LB / F T +l - 8 9 P S F 32 9 8 . 3 L B / F T " +l - 4 0 P S F 18 5 0 . S L B / F T I +l - 4 9 P S F 23 0 1 . S L B / F T 17 0 " +l - 5 9 P S F 27 5 0 . 7 LB / F T +l - 6 8 P S F 31 9 7 . 6 L B I F T ~ +l - 7 8 P S F 36 4 2 . 4 LB / F T ~ +/ - 3 5 P S F 22 1 2 . 8 LB / F T ~ +l - 4 2 P S F 26 3 8 . 2 LB / F T 20 6 " +l - 4 8 P S F 30 6 3 . 5 LB / F T ~ +l - 5 5 P S F 34 8 8 . 8 LB / F T 0 +/ - 6 1 PS F 39 1 4 . 1 LB / F T ~ +/ - 3 0 P S F 24 2 7 . 4 LB / F T ~ +I - 34 P S F 27 3 5 . 3 L B / F T 24 1 . 5 " +l - 3 8 P S F 30 4 3 . 3 LB / F T +/ - 4 1 PS F 33 5 1 . 2 L B / F T ~ +/ - 4 5 P S F 36 5 9 . 1 LB / F T ~ ~ "' e ~ i1 I AN C H O R NO T E S : SE E SH E E T ~ 7 FO R AN C H O R NO T E S . D g ~ i e :t ~ ~ 1 ~ u I .. ,. . ,. ', . , , . . , . . . . 3. 5 0 " I 3. 7 S ' 6. 0 0 ' ' 6. 0 0 " s. o a · .., .. . . . , " n n a • , . _ , , . ,. , . . , r / h 26 1 . G L B / F T 35 7 . 6 LB / F T 45 6 . 4 LB / F T 55 7 . 8 LB / F T 27 7 . 6 LB / F T 37 8 . 6 LB / F T 48 4 . 6 LB / F T 59 5 . 6 LB / F T 7 1 1 . 6 L B f l 37 3 . 4 L B f l 48 6 . 3 LB / F T 60 7 . 3 LB / F T 73 6 . 3 LB / F T 87 3 . 4 L B / F T 32 8 . 3 LB / F T 39 1 . 6 L B I F T 45 4 . 9 L B I F T 51 8 . 2 L B I F T 58 1 . 6 L B / F T 33 2 . 1 LB / F T 37 4 . 3 LB / F T 41 6 . 5 L B / F T 45 8 . 7 U 3 / F T 50 0 . 9 LB / F T 2. s a • I 2. 1 s • s. o O ' ' s. o o " 3. 7 ' S ' 2_ . ~ __ _J _ 2 . 2 5 ' : : d 4. 0 0 " 3, 7 5 " 3. o a • 3. 2 5 " 3. 2 5 ' ' 5. 7 5 ' ' 5, 7 5 " 4. 2 5 " 4. 2 S ' 3, 5 a ' 3. 5 0 " 2. 1 5 · 2. 1 s · 2. 5 0 " 2, 5 0 ' ' 4. 5 0 " 4. 5 0 ' ' 3. 5 a ' 3. 5 0 " 3. 0 0 " 3, 0 0 " 2. 5 0 " 2, 5 0 ' ' 2. 2 5 " 2, 0 0 ' ' 4. 0 0 " 3, 7 ' $ ' 3. 2 5 ' ' 3, 2 5 ' ' 2. 7 5 " 2. 7 ' S ' 2. 5 0 " 2. ! i O ' ' 2. 2 5 " 2. 2 5 ' ' 3. 5 0 ' ' 3. 5 0 " 3. 2 5 ' ' 3_ 2 5 • 2. 7 5 " 2. 7 ! 1 ' 2. s a · 2. 5 a ' 2, 2 5 " 2. 2 5 ' ' 2. s a · US ' 3, 2 5 " 2. 7 5 ' ' 2. 2 5 ' ' 4, : 2 5 • 3, 0 0 " 2. 5 0 " 20 0 " 3. 7 5 " 5. 0 0 ' ' 3. 7 ' 9 ' 2. 7 5 " 2. 2 5 " 4. 5 0 " 3. 2 5 ' ' 2. 5 a ' 6. o o · 6. o o • 6. 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 6. 0 0 " 2. 0 1 1 · I s. 5 0 " 4_ 7 5 • 6. 0 0 " 6. 0 0 " 5. 7 5 " 4. 7 5 " 4. 2 5 • 6. 0 0 " 6, 0 0 " 5. 2 5 " 2. 0 0 ' ' 4, 7 5 " 4. 2 5 " 3. 0 0 ' ' 6, 0 0 " 2. 7 5 ' ' 6. 0 0 ' ' 2. 5 0 ' 5, 5 0 ' ' 2. 2 5 " 5. 0 0 ' ' 2, 0 0 ' 4, 5 0 ' ' IN T E R I O R MO U N T DI R E C T I V E Rx ~ - ', AN C H O R PE R SC H E D U L E 6.00" 6.00" 6,00" 6.00" 6,00" 6,00" 6.00" 6.00" 5.oa· 6.00" 6.00" 6,00" 5.:!S' 4.50" 6.00" 6.00" 5.75" 5.00'' 4.50" 6.oo• 6.00" 6,00" 5.2S' 5.00'' 6.00" 6.00" 6.00" 6.00" 6,oo· 6.00" 6.00" 6.00" 6.oo· 6.00" 6.00" 6.00" 6.00" 5.50" 6.oo· 6.00" GM 6.00" 5.50" 6.00" 6.00" 6.00" 6,00" 6.00" RICHARD NEEr, P.E, PE# 86488 CAI 9685 /;~:.:~~?(\ :;. .~ ....... -~.::. c?,;f!{#!f;;.¥ :g ~ ...... ii ,\ WM 1:r -.:•wt-r".11"10 ~~i 1~ ... -"' . 0 ,:c ~ ii! ~~ue.~a. ~-~< i5-o1ffi ';",~:S~i~~ ;.,,~·,,!,ON-.Ji~w l ";uiw* U) ~ ---~ otfj w <OQ -... u ~ z 0 § u 0 " c.n 0 ~ a~ c.n {l u: ifi ~ ii I-~ ill c.n ~"' (n ! ~ 0::: "' .. LU~ 1ii I= 3:: => :::c c.n z 6 c:: LU ! :,: <ll I :::, :,: .. :::, ::l ~ ~ ~ l!) ;!; <ll ... ::: :e 2 .. -' ;la ~ t t :::, ~ .. ~ -ilfl ~1;;1~ ~~h1I 1lfilfll :E ;:::@ ~;, ' lih; !dh h1H COPYltlCHTENCINEEPlNGEXPll.ESs" 20-31266 SCALE: NTS UNLESS NOTED ® ill ~ g l 5 ~ § ~ ~ ~ 2' w ~ 2 l ~ ~ ; "' e ~ ~ 8 ' :i ~ i ! i ~ ca u ' ~ i 8 ' t' I I IN T E R M E D I A T E MU L L I O N SC H E D U L E S I .- Q - . MU L L I O N . -9 . - . SC H E D U L E : IN T E R M E D I A T E ., 9 . . , ·9 . ~ MU L L I O N S Ry Ry 4" X f > ' X 0 . 2 5 " AL U M TU B E f> ' x 4 " x 0 . 2 5 " AL U M TU B E 4" x 8 " x 0 . 2 5 " AL U M TU B E 8" x 4 " X 0 . 2 5 " AL U M TU B E SL A T DE S I G N MA X MU L L I O N EN D MA X MU L L I O N EN D MA X MU L L I O N EN D MA X MU L L I O N EN D SP A N PR E S S U R E LE N G T H RE A C T I O N Rt LE N G T H RE A C T I O N Rt LE N G T H RE A C T I O N Rt LE N G T H RE A C T I O N Rt + / - 4 0 PS F 14 4 . 0 " 15 3 0 . 0 LB 14 4 . 0 " 15 3 0 . 0 LB 14 4 . 0 " 15 3 0 . 0 LB 14 4 . 0 " 15 3 0 . 0 LB +/ - 6 8 PS F 14 4 . 0 " 25 8 1 . 9 LB 1 3 0 $ ' 23 4 1 . 1 LB 14 4 . 0 " 25 8 1 . 9 LB 14 2 . 0 " 25 4 5 . 2 LB 77 ' +/ - 9 5 PS F 14 4 . 0 " 36 3 3 . 8 LB 11 6 . 5 " 29 4 0 . 1 LB 14 4 . 0 " 36 3 3 . 8 LB 12 6 . 7 " 31 9 6 . 5 LB +/ - 1 2 3 PS F 13 2 . 6 " 43 1 4 . 8 LB 10 7 . 0 " 34 8 3 . 1 LB 14 4 . 0 " 46 8 5 . 6 LB 11 6 . 4 " 37 8 6 . 9 LB +/ - 15 0 PS F 12 3 . 7 " 49 2 9 . 7 LB 10 0 . 1 " 39 8 6 . 6 LB 13 8 . 9 " 55 3 4 . 0 LB 10 8 . 8 " 43 3 4 . 3 LB + / - 4 0 PS F 14 4 . 0 " 21 6 0 . 0 LB 13 8 . 6 " 20 7 8 . 6 LB 14 4 . 0 " 21 6 0 . 0 LB 14 4 . 0 " 21 6 0 . 0 LB +/ - 5 7 PS F 14 4 . 0 " 31 3 9 . 2 LB 12 2 . 3 " 26 6 6 . 9 LB 14 4 . 0 " 31 3 9 . 2 LB 13 3 . 0 " 28 9 9 . 5 LB 10 8 " +/ - 75 PS F 13 6 . 5 " 40 6 9 . 4 LB 11 0 . 2 " 32 8 5 . 1 LB 14 4 . 0 " 42 9 1 . 7 LB 11 9 . 8 " 35 7 1 . 5 LB +/ - 9 2 PS F 12 5 . 9 " 47 8 7 . 6 LB 10 1 . S ' 38 6 4 . 8 LB 14 2 . 2 " 54 0 6 . 7 LB 11 0 . 5 " 42 0 1 . 9 LB +/ - 1 0 9 PS F 11 4 . 5 " 53 2 4 . 7 LB 95 . 0 " 44 1 8 . 2 LB 12 8 . S ' 59 7 7 . 4 LB 10 3 . 3 " 48 0 3 . 5 LB + / - 4 0 PS F 14 4 . 0 " 33 3 1 . 5 LB 11 9 . 9 " 27 7 4 . 7 LB 14 4 . I Y ' 33 3 1 . 5 LB 13 0 . 4 " 30 1 6 . 7 LB + / - 5 2 PS F 13 4 . 0 " 42 2 6 . 7 LB 10 8 . 2 " 34 1 2 . 1 LB 14 4 . 0 " 45 4 3 . 0 LB 11 7 . S ' 37 0 9 . 6 LB 14 6 " + / - 6 4 PS F 12 2 . 9 " 49 6 2 . 8 LB 99 . 6 " 40 2 2 . 4 LB 13 8 . 0 " 55 7 1 . 2 LB 10 8 . 3 " 43 7 3 . 2 LB +/ . 77 PS F 11 0 . 9 " 55 0 2 . 0 LB 93 . 0 " 46 1 5 . 4 LB 12 4 . 4 " 61 7 6 . 4 LB 10 1 . 1 " 50 1 7 . 9 LB +/ - 8 9 PS F 10 1 . 4 " 60 1 3 . 9 LB 87 . 6 " 51 9 6 . 7 LB 11 3 . 9 " 67 5 1 . 1 LB 95 . 3 " 56 4 9 . 9 LB +/ - 4 0 PS F 13 4 . 6 ' ' 41 8 8 . 1 LB 10 8 . 7 " 33 8 0 . 9 LB 14 4 . 0 " 44 8 0 . 9 LB 11 8 . 1 " 36 7 5 . 8 LB +/ - 4 9 PS F 12 2 . 1 " ' 49 7 1 . 4 LB 99 . 5 " 40 3 1 . 7 LB 13 7 . 7 " 55 8 0 . 8 LB 10 8 . 2 " 43 8 3 . 3 LB 17 0 " +/ - 5 9 PS F 10 9 . 8 " 55 5 5 . 6 LB 92 . 4 " 46 7 5 . 5 LB 12 3 . 2 " 62 3 6 . 7 LB 10 0 . 5 " 50 8 3 . 3 LB + / - 6 8 PS F 99 . 7 " 61 1 7 . 6 LB 86 . 6 " 53 1 6 . 6 LB 11 1 . 9 " 68 6 7 . 6 LB 94 . 2 " 57 8 0 . 2 LB +/ - 78 PS F 91 . 5 " 66 6 2 . 8 LB 81 . 3 " 59 1 8 . 7 LB 10 2 . 8 " 74 7 9 . 5 LB 89 . 0 " 64 7 7 . 0 LB +1 - 3 5 PS F 14 0 . 5 " 38 4 3 . 8 LB 11 3 . 4 " 31 0 2 . 9 LB 14 4 . 0 " 39 3 9 . 8 LB 12 3 . 3 " 33 7 3 . 5 LB + / - 4 2 PS F 13 2 . 5 " 43 2 2 . 9 LB 10 6 . 9 " 34 8 9 . 7 LB 14 4 . 0 " 46 9 8 . 8 LB 11 6 . 3 " 37 9 4 . 0 LB 20 6 " +/ - 48 PS F 12 6 . 0 " 47 7 7 . 0 LB 10 1 . 1 " ' 38 5 6 . 3 LB 14 2 . 4 " 53 9 7 . 7 LB 11 0 . S ' 41 9 2 . 6 LB +/ - 5 5 PS F 11 8 . 8 " 51 3 2 . 2 LB 97 . 4 " 42 0 6 . 5 LB 13 3 . 4 " 57 6 1 . 3 LB 10 5 . 9 " 45 7 3 . 4 LB +/ - 6 1 PS F 11 2 . 2 " 54 3 7 . 1 LB 93 . 7 " 45 4 3 . 0 LB 12 5 . 9 " 61 0 3 . 6 LB 10 1 . 9 " 49 3 9 . 2 LB +/ - 3 0 PS F 14 0 . 0 " 38 7 3 . 5 LB 11 3 . 0 " 31 2 6 . 9 LB 14 4 . 0 " 39 8 5 . 5 LB 12 2 . 8 " I 33 9 9 . 6 LB +/ - 3 4 PS F 13 4 . 5 " 41 9 4 . 8 LB 10 8 . S ' 33 8 6 . 3 LB 14 4 . 0 " 44 9 1 . 6 LB 11 8 . 0 " I 36 8 1 . 6 LB 24 2 " +/ - 3 8 PS F 12 9 . 8 " 45 0 4 . 3 LB 10 4 . 8 " 36 3 6 . 1 LB 14 4 . 0 " 49 9 7 . 7 LB 11 3 . 9 " 39 5 3 . 2 LB +/ - 4 1 PS F 12 5 . 7 " 48 0 3 . 5 LB 10 1 . 5 " 38 7 7 . 7 LB 14 1 . 8 " 54 2 0 . 1 LB 11 0 . 3 " 42 1 5 . 9 LB +/ - 4 5 PS F 12 0 . 9 " 50 4 5 . 5 LB 98 . 5 " 41 1 2 . 0 LB 13 5 . 1 " ' 56 6 4 . 0 LB 10 7 . 1 " 44 7 0 . 6 LB MU L L I O N SC H E D U L E NO T E S : 1. VA L U E S SH O W N IN MU W O N SC H E D U L E S AR E MA X I M U M AL L O W A B L E MU L L I O N LE N G T H S AT EA C H RE S P E C T I V E SL A T SP A N AN D DE S I G N PR E S S U R E . 2. "I N T E R M E D I A T E MU L L I O N S " AR E AS DE F I N E D IN EL E V A T I O N 2/ 3 . 3. "E N D MU L L I O N S " AR E AS DE F I N E D IN EL E V A T I O N 2/ 3 4. AL L MU L L I O N S SH A L L BE 60 6 1 - T 6 AL U M I N U M OR EQ U I V A L E N T . 5, AL L O W A B L E DE S I G N PR E S S U R E S AN D SL A T SP A N S IN D I C A T E D AR E FO R DE T E R M I N I N G PE R M I S S I B L E MU WO N LE N G T H S ON L Y . AC T U A L SL A T SP A N S AN D DE S I G N PR E S S U R E S SH A L L NO T EX C E E D TH O S E IN D I C A T E D IN SP A N SC H E D U L E S . 6. "E N D RE A C T I O N S " AR E LI S T E D FO R EA C H CO M B I N A T I O N OF DE S I G N LO A D , MU L L I O N TY P E , SL A T TY P E (O P E N OR CL O S E D ) & SL A T SP A N . CH O O S E MO U N T I N G CO N N E C T I O N S (P E R AP P L I C A B L E CO N N E C T I O N DE T A I L S HE R E I N ) TH A T P R O V I D E S "C O N N E C T I O N CA P A O T Y " GR E A T E R TH A N OR EQ U A L TO "E N D RE A C T I O N S " GI V E N AB O V E , 7. "I N T E R M E D I A T E MU L L I O N S " SH A L L HA V E EQ U A L SL A T SP A N S (+ / - 12 " ) ON AD J A C E N T SI D E S OF MU WO N , OT H E R W I S E , US E "E N D MU L L I O N " TA B L E S . RICHAAD NE:ET, P.E!, "' PE~ 86488 CAI 9BBS c(i ID N -· o,.. ...... :E W"1 g:t ~-S : - ~ .;t:;"'i ·8 ~ .. 2::>i lui fl:Ul .. a: fil [f aw:i:i~~ ~>~:::llill Ry .!<w °'"' 4" x 4 " X 0 . 2 5 " AL U M TU B E > l(:5"'f~2 MA X MU L L I O N EN D j '"9" LE N G T H RE A C T I O N Rt (.) w.-.jZ 13 9 . 0 " 14 7 6 . 8 LB 3: ~ ~Ii 11 6 . 7 " 20 9 3 . 3 LB ' tnw w . ow 10 4 . 2 " 26 2 8 . 9 LB :::o 95 . 1 " ' 31 1 4 . 5 LB 89 . 5 " 35 6 4 . 7 LB u z 12 3 . 9 " 18 5 8 . 5 LB ...... 10 9 . 4 " 23 8 4 . 6 LB z- 98 . S ' 29 3 7 . 3 LB § "' 90 . ~ ' 34 5 5 . 8 LB § 85 . I Y ' 39 5 0 . 5 LB 10 7 . 2 " 24 8 1 . 0 LB u :,: .... 0 .... 1/) ill 96 . 7 " 30 5 0 . 9 LB Ul 0 w "' 89 . 1 " 35 9 6 . 7 LB ~ci! 5 ~ 83 . 1 " 41 2 6 . 9 LB (/) ~ i ~ ... 76 . 2 " 45 1 6 . 9 LB ft~ ii :::, .... 97 . 2 " 30 2 3 . 1 LB :,: ~ f-~ :B 0.. ~ 89 . 0 " 36 0 5 . 0 LB Ul 13 a:i :::, >-;;: E ~ 0.. 82 . 5 " 41 7 2 . 7 LB (I) co jij ~ 74 . 9 " 45 9 4 . 8 LB ~~o.. t:; 68 . 8 " 50 0 4 . 3 LB LU v 1il ~ :::, I= ;;: 0 10 1 . 4 " 27 7 4 . 5 LB ;;: ~ ::::, ~ 95 . S ' 31 2 0 . 3 LB :c 0.. 91 . 0 " 34 4 8 . 1 LB Ul to z 87 . 1 " 37 6 1 . 3 LB z u'i 83 . 8 " 40 6 2 . 1 LB 6 10 1 . 0 " I 27 9 6 . 0 LB c2 97 . 1 " I 30 2 7 . 9 LB LU 93 . 7 " 32 5 1 . 3 LB ::;;: c( 90 . 7 " 34 6 7 . 3 LB I" 3 1g 88 . 1 " 36 7 6 . 8 LB <" I~ '' Hf~ c~ ~! ~ 1M~ ~lid lg m u u, 11111 ;;1li i~ i~ re !IIH ~ COPYP.lGHTENGINCEIUN(;liXPRl,!:i~ 20-31266 SCALE: NTS UNLESS NOTED 1] @rn_ ., i i i ' : ' ' ' ; ' ; : .g ' 3 MU L L I O N SC H E D U L E : EN D MU L L I O N S SL A T DE S I G N SP A N PR E S S U R E +/ - 4 0 PS F +/ - 6 8 PS F T r +/ - 9 5 PS F +/ - 1 2 3 PS F +/ - 1 5 0 PS F +/ - 4 0 PS F +/ - 5 7 PS F 10 8 " +/ - 75 PS F +/ - 9 2 PS F +/ " 10 9 PS F +/ - 4 0 PS F +/ - 5 2 PS F 14 6 " +/ - 6 4 PS F +/ - 77 PS F +/ - 89 PS F +/ - 4 0 PS F +/ - 4 9 PS F 17 0 " +/ - 5 9 PS F +/ - 68 PS F +/ - 78 PS F +/ - 3 5 PS F +/ - 4 2 PS F 20 6 " +/ - 4 8 PS F +/ - 5 5 PS F +/ - 6 1 PS F +/ - 3 0 PS F +/ - 3 4 PS F 24 2 " +/ - 3 8 PS F +/ - 4 1 PS F +/ - 4 5 PS F MA X MU L L I O N LE N G T H 14 4 . 0 " 12 0 . 7 " 95 . 7 " 81 . 8 " 72 . 6 " 11 0 . 9 " 90 . 0 ' ' 77 . 5 " 89 . 0 " 62 . 9 " 83 . 5 " 72 . 4 " 64 . 8 " 59 . 1 " 54 . T ' 73 . 4 " 65 . 6 " 59 . 8 " 55 . 3 " 51 . 6 " 68 . 4 " 62 . 6 " 58 . 1 " 54 . 4 " 51 . 4 " 65 . 5 " 61 . 7 " 58 . 5 " 55 . 8 " 53 . 4 " , I MU L l 1 0 N SC H E D U L E NO T E S : I ' SE E SH E E T 10 FO R MU L l 1 0 N SC H E D U L E NO T E S . I ~- 4" x 6 " x 0 . 2 5 " AL U M TU B E EN D EN D E N D RE A C T I O N R E A C T I O N RE A C T I O N Rv Rt Rs u m 13 5 2 . 6 LB 76 5 . 0 LB 15 5 3 . 9 LB 31 3 5 . 0 LB 10 8 1 . 7 LB 33 1 6 . 4 LB 40 7 . 3 . 9 LB 12 0 8 . 0 LB 42 4 9 . 2 LB 48 3 4 . 4 LB 13 3 0 . 7 LB 50 1 4 . 2 LB 54 9 0 . 2 LB 14 4 5 . 9 LB 56 7 7 . 4 LB 36 8 2 . 8 LB 83 1 . 9 LB 37 7 5 . 6 LB 45 7 3 . 0 LB 98 1 . 1 LB 46 7 7 . 1 LB 52 9 9 . 5 LB 11 5 4 . 8 LB 54 2 3 . 8 LB 59 3 4 . 1 LB 13 1 3 . 0 LB 60 7 7 . 6 LB 65 0 3 . 9 LB 14 6 1 . 0 LB 68 6 5 . 9 LB 49 9 9 . 9 LB 96 6 . 2 LB 50 9 2 . 4 LB 57 4 4 . 4 LB 11 4 2 . 4 LB 58 5 6 . 9 LB 63 9 6 . 8 LB 13 0 8 . 1 LB 65 2 9 . 2 LB 89 8 2 8 LB 14 6 7 . 2 LB 71 3 5 . 3 LB 75 1 8 . 1 LB 16 2 1 . 9 LB 76 9 1 . 1 LB 56 5 8 . 7 LB 11 4 1 . 6 LB 57 7 2 . 7 LB 62 9 0 . 0 LB 13 2 8 . 8 LB 64 2 8 . 8 LB 68 5 4 . 0 LB 15 1 3 . 1 LB 70 1 9 . 1 LB 73 6 6 . 4 LB 16 9 6 . 3 LB 75 5 9 . 1 LB 78 3 7 . 2 LB 18 7 9 . 3 LB 80 5 9 . 3 LB 63 0 2 . 8 LB 93 5 . 1 LB 63 7 1 . 8 LB 68 8 1 . 8 LB 10 2 1 . 4 LB 89 5 7 . 2 LB 74 1 5 . 6 LB 11 0 1 . 1 LB 74 9 6 . 9 LB 79 1 3 . 5 LB 11 7 5 . 5 LB 80 0 0 . 3 LB 83 8 1 . 8 LB 12 4 5 . 5 LB 84 7 3 . 8 LB 66 2 8 . 4 LB 90 6 . 9 LB 66 9 0 . 1 LB 70 3 6 . 2 LB 96 2 8 LB 71 0 1 . 8 LB 74 2 1 . 7 LB 10 1 5 . 7 LB 74 9 0 . 8 LB 77 8 8 . 0 LB 10 6 5 . 9 LB 78 6 0 . 6 LB 81 3 7 . 9 LB 11 1 3 . 9 LB 82 1 3 . 8 LB EN D MU L L I O N SC H E D U L E S T.~ ~ 6" x 4 " x 0 . 2 5 " AL U M TU B E 4" x 8 " x 0 . 2 5 " AL U M TU B E MA X EN D EN D EN D MA X EN D EN D EN D MA X MU L L I O N RE A C T I O N RE A C T I O N R E A C T I O N MU L L I O N RE A C T I O N R E A C T I O N R E A C T I O N MU L L I O N LE N G T H Rv Rt Rs u m LE N G T H Rv Rt Rs u m LE N G T H 14 4 . 0 " 13 5 2 . 6 LB 76 5 . 0 LB 15 5 3 . 9 LB 14 4 . 0 " 13 5 2 . 6 LB 76 5 . 0 LB 15 5 3 . 9 LB 14 4 . 0 " 11 5 . 4 " 29 9 7 . 8 LB 10 3 4 . 4 LB 31 7 1 . 3 LB 13 6 . 5 " 35 4 6 . 5 LB 12 2 3 . 7 LB 37 5 1 . 7 LB 12 5 . 4 " 97 . 9 " 41 6 5 . 3 LB 12 3 5 . 1 LB 43 4 4 . 6 LB 10 8 . 3 " 46 0 9 . 7 LB 13 6 6 . 8 LB 48 0 8 . 1 LB 10 6 . 4 " 87 . 5 " 51 6 9 . 9 LB 14 2 3 . 0 LB 53 6 2 . 1 LB 92 . 6 " 54 7 0 . 7 LB 15 0 5 . 9 LB 56 7 4 . 2 LB 95 . 4 " 77 . 8 " 56 6 1 . 5 LB 15 4 9 . 0 LB 60 6 2 . 0 LB 82 . 1 " 62 1 3 . 3 LB 16 3 6 . 4 LB 64 2 5 . 2 LB 87 . 5 " 10 6 . 3 " 35 3 0 . 4 LB 79 7 . 4 LB 36 1 9 . 3 LB 12 5 . 6 " 41 6 8 . 7 LB 94 1 . 6 LB 42 7 3 . 7 LB 11 5 . 6 " 92 . 3 " 46 8 8 . 0 LB 10 0 5 . 7 LB 47 9 4 . 6 LB 10 1 . 9 " 51 7 6 . 7 LB 11 1 0 . 6 LB 52 9 4 . 5 LB 10 0 . 3 " 83 . 6 " 57 1 4 . 9 LB 12 4 5 . 3 LB 58 4 9 . 1 LB 87 . 7 " 59 9 9 . 0 LB 13 0 7 . 2 LB 61 3 9 . 7 LB 90 . 9 " 74 . 5 " 63 9 8 . 2 LB 14 1 5 . 7 LB 65 5 3 . 0 LB 78 . 2 " 67 1 7 . 2 LB 14 6 6 . 3 LB 68 7 9 . 7 LB 83 . 8 " 67 . 7 " 70 0 8 . 8 LB 15 7 4 . 4 LB 71 8 3 . 5 LB 71 . 2 " 73 6 2 . 0 LB 16 5 3 . 8 LB 75 4 5 . 5 LB 76 . 2 " 87 . 4 " 52 2 9 . 5 LB 10 1 0 . 6 LB 53 2 6 . 3 LB 94 . 6 " 56 6 0 . 6 LB 10 9 3 . 9 LB 57 6 5 . 3 LB 95 . 0 " 78 . 4 " 62 1 6 . 2 LB 12 3 6 . 2 LB 63 3 8 . 0 LB 82 . 0 " 65 0 3 . 3 LB 12 9 3 . 3 LB 66 3 0 . 7 LB 86 . 5 " 70 . 0 " 69 1 5 . 8 LB 14 1 4 . 2 LB 70 5 8 . 9 LB 73 . 3 " 72 4 1 . 6 LB 14 8 0 . 8 LB 73 9 1 . 5 LB 78 . 8 " 63 . 9 " 75 4 2 . 5 LB 15 8 4 . 8 LB 77 0 7 . 2 LB 66 . 9 " 79 0 4 . 8 LB 16 6 0 . 9 LB 80 7 7 . 4 LB 71 . 8 " 59 . 0 " 81 1 3 . 3 LB 17 5 0 . 3 LB 83 0 0 . 0 LB 61 . 9 " 85 1 0 . 5 LB 18 3 6 . 0 L B 87 0 6 . 3 LB 68 . 4 " 79 . 4 • 61 2 0 . 5 LB 12 3 4 . 8 LB 62 4 3 . 8 LB 83 . 1 " 64 0 6 . 1 LB 12 9 2 . 4 LB 65 3 5 . 2 LB 87 . 3 " 70 . 8 " 67 9 2 8 LB 14 3 5 . 0 LB 69 4 2 . 8 LB 74 . 2 " 71 2 0 . 4 LB 15 0 4 . 2 LB 72 7 7 . 6 LB 79 . 7 " 64 . 5 " 73 9 0 . 7 LB 16 3 1 . 6 LB 75 6 8 . 7 LB 67 . 7 " 77 5 8 . 5 LB 17 1 2 . 8 LB 79 4 5 . 4 LB 72 . 5 " 59 . 5 " 79 3 1 . 2 LB 18 2 6 . 4 LB 81 3 8 . 8 LB 62 . 6 " 83 3 8 . 0 LB 19 2 0 . 1 LB 85 5 6 . 3 LB 67 . 0 " 55 _ 5 • 84 2 5 . 7 LB 20 2 0 . 4 LB 86 6 4 . 5 LB 58 . 4 " 88 7 0 . 5 LB 21 2 7 . 1 LB 91 2 1 . 9 LB 62 5 " 74 . 6 " 68 8 0 . 1 LB 10 2 0 . 8 LB 69 5 5 . 4 LB 77 . 4 " 71 3 7 . 6 LB 10 5 9 . 0 LB 72 1 5 . 8 LB 82 . 2 " 68 . 3 " 75 1 2 . 0 LB 11 1 5 . 0 LB 75 9 4 . 3 LB 70 . 9 " 77 9 3 . 3 LB 11 5 6 . 7 LB 78 7 8 . 7 LB 76 . 8 " 63 . 4 " 80 9 4 . 7 LB 12 0 1 . 9 LB 81 8 3 . 4 LB 65 . 8 " 83 9 7 . 9 LB 12 4 6 . 9 LB 84 8 9 . 9 LB 71 . 3 " 59 . 4 • 86 3 8 . 1 LB 12 8 3 . 1 LB 87 3 2 9 LB 61 . 6 " 89 6 1 . 7 LB 13 3 1 . 2 LB 90 8 0 . 0 LB 66 . 8 " 56 . 1 " 91 4 9 . 2 LB 13 5 9 . 5 LB 92 4 9 . 6 LB 58 . 2 " 94 9 2 . 0 LB 14 1 0 . 5 LB 95 9 6 . 2 LB 63 . 1 " 71 . 7 " 72 5 0 . 7 LB 99 2 . 1 LB 73 1 8 . 3 LB 74 . 2 " 75 0 6 . 9 LB 10 2 7 . 1 LB 75 7 6 . 8 LB 79 . 7 " 67 . 5 " 78 9 6 . 8 LB 10 5 3 . 2 LB 77 6 8 . 6 LB 69 . 9 " 79 6 8 . 8 LB 10 9 0 . 4 LB 80 4 3 . 0 LB 75 . 9 " 64 . 0 " 81 1 8 . 5 LB 11 1 1 . 0 LB 81 9 4 . 1 LB 66 . 3 " 84 0 5 . 3 LB 11 5 0 . 3 LB 84 8 3 . 6 LB 72 . 0 " 61 . 0 " 85 1 9 . 2 LB 11 6 6 . 0 LB 85 9 8 . 6 LB 63 . 2 " 88 2 0 . 2 LB 12 0 7 . 2 LB 89 0 2 . 5 LB 68 . 6 " 58 . 4 " 89 0 1 . 9 LB 12 1 8 . 5 LB 89 8 4 . 9 LB 60 . 5 " 92 1 6 . 5 LB 12 6 1 . 5 LB 93 0 2 . 5 LB 65 . 6 " RICHARD NEET, P,E, PEf" 86488 CAI 9885 I ,@ i>", tO N ii :, !• , ,i;t:;~m~~ g::, u. ~ .. tl:Ul .. ~ID a --::i:r a. u,WU-!i!~ S?~ r~ ,..><-a! :, ~<wrig f.c Ill z:; .a::t;,iC Gw -~ 8"id--l~ ~ ,:ii!ih:E 8" x 4 " x 0 . 2 5 " AL U M TU B E 4"x4"x0.25" ALUM TUBE ~ , if~ffi EN D EN D EN D MA X END END END RE A C T I O N R E A C T I O N R E A C T I O N MU L L I O N REACTION REACTION REACTION RY Rt Rs u m LE N G T H Rv Rt Rsum u z 13 5 2 . 6 LB 76 5 . 0 LB 15 5 3 . 9 LB 14 4 . 0 " 1352.6 LB 765.0 LB 1553.9 LB ...... 32 5 9 . 3 LB 11 2 4 . 6 LB 34 4 7 . 8 LB 99 . 2 " 2578.0 LB 889.5 LB 2727.2 LB z 45 2 8 . 6 LB 13 4 2 . 8 LB 47 2 3 . 5 LB 79 . 0 " 3360.5 LB 996.4 LB 3505.1 LB 0 ...... 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V i / 4 " ~! ~ _ :: : : _ _ _ s ~ o ~ EA C H SI D E (B T O T A L ) (2 ) AN C H O R S PE R MU W O N AN C H O R tNG L E ' - , (4 H " ' s M S - SA E GR 5 OR : s r : : - 3 ~ Z; 1" « t o U MI N w Z W w « ° ' (2 ) AN C H O R S PE R MU L L I O N AN C H O R SC H E D U L E ~ SC H E D U L E t/ l cl :, ' (2 ) AL U M AN G L E S ON OP P O S I T E SI D E S PE R AL U M AN G L E DI R E C T I V E , J _ _ (2 ) AL U M AN G L E S ON OP P O S I T E SI D E S PE R AL U M AN G L E DI R E C T I V E , BO L T E D AN G L E LE G MA Y BE PO S I T I O N E D IN S I D E OR OU T S I D E MU W O N FA C E L+ . . J . j ~ = = = = = : : : ; ; ; ; : : : : _ ! J l - 1 - J BO L T E D AN G L E LE G MA Y MI N , SP A C I N G ~ -? E ~ N C I - I O R - s C H E D : " BE PO S I T I O N E D IN S I D E OR OU T S I D E MU L L I O N FA C E MU L l . l O N PE R MU L L I O N SC H E D U L E S GD J. ~ P P E D MO U N T OP T I O N 1 / AN G L E S MA Y BE PO S I T I O N E D ON LO N G SI D E S OF MU L L I O N AS FI E L D CO N D I T I O N S DI C T A T E S~~ ~ t ~ M ,. · · - . . . . . - - 7 (4 ) ¼" SM S - SA E GR 5 OR DI R E < " T T \ / F - . , ~ 55 ON EA C H SI D E (8 TO T A L ) 1" MI N I SE E AL U M f- AN G L E DI R E C T I V E L - - s; ; : _ : M U W O N P~ R MU W O N SC H E D U L E S MI N SP A C I N G PE R AN C H O R SC H E D U L E (2 ) AL U M AN G L E S ON OP P O S I T E SI D E S PE R AL U M AN G L E DI R E C T I V E , BO L T E D AN G L E LE G MA Y BE PO S I T I O N E D IN S I D E OR OU T S I D E MU L L I O N FA C E GD J. ~ P P E D MO U N T OP T I O N 2 0 0 (6 ) ~" SM S - SA E GR 5 OR SS ON EA C H SI D E ( 1 2 TO T A L ) r~ ~ c ~ i : ~ ~ : i ~ ~ U W O N 0 l1 5 - V l ~~ t/ l : C :S ~ :s " ' (2 ) AL U M AN G L E S ON OP P O S I T E SI D E S PE R AL U M AN G L E DI R E C T I V E , BO L T E D AN G L E LE G MA Y BE PO S I T I O N E D IN S I D E OR OU T S I D E MU L L I O N FA C E GD FA C E MO U N T OP T I O N 1 13 N. T . 5 , (4 ) AN C H O R S PE R MU L L I O N AN C H O R SC H E D U L E (4 ) ¼" SM S - SA E GR 5 OR SS ON EA C H SI D E (8 TO T A L ) MI N SP A C I N G PE R AN C H O R u. . . _ _ _ _ _ _ _ , A ' _ _ _ _ j . J SC H E D U L E MU L L I O N PE R MU W O N SC H E D U L E S CD ~~ C E MO U N T OP T I O N 2 (6 ) ¼" SM S - S A 1 / ( 4 ) AN C H O R S GR 5 OR 5 5 ON PE R MU W O N EA C H SI D E (1 2 AN C H O R TO T A L ) SC H E D U L E 0 0 w to : r : z u - V l ~~ t / l : C - u z z - « :s " ' MU L L I O N AN C H O R SC H E D U L E MI N I M U M MI N I M U M CONNECTION AN C H O R TY P E ED G E CONNECTION SP A C I N G DJ S T A N C E DETAIL CAPACITY ~· 4, 5 " 1A/13, 18/13 Tcap 3660 LB 1/ 2 " DE W A L T SC R E W BO L T S (O R Vcap 2248 LB EQ U I V . ) W/ 2 - 1 / 2 " EM B E D TO 3K S I 4. 0 " 4 . 5 " 2A/13, 2B/13 Tcap 6442 LB MI N . CO N C R E T E Vcap 4106 LB 4. 0 " 4, 5 " 3A/13, 3B113 Tcap 12883 LB Vcap 8213 LB 6. 0 " 2, 5 " 1A/13, 1B'13 Tcap 1905 LB 3/ 8 " DE W A L T SC R E W BO L T S (O R Vcap 1007 LB EQ U I V , ) W / 2" EM B E D TO 3K S t MI N . 3. 0 " 2. 5 " 2N13, 2B/13 Tcap 3801 LB CO N C R E T E v.,.p 1700 LB 3. o · 2. 5 " 3Af13, 3B/13 Tce.p 7622 LB Vcap 3399 LB 6. 0 " 4. 5 " 1A/13, 18/13 Tcap 1953 LB 3/ 8 • DE W A L T SC R E \ N BO L T S (O R Vco.p 1233 LB EQ U I V . ) W/ 3 - - 1 / 4 " EM B E D TO 3. 0 " 4. 5 " 2N13, 2B/13 Tcap 3906 LB GR O U T - F I L L E D CO N C R E T E BL O C K " Vcap 2467 LB 3, 0 " 4. 5 " 3A/13, 3B/13 Tcap 7812 LB Vcap 4934 LB 2. 0 " 1. 2 5 ' 1A/13, 1B/13 Tce.p 1310 LB 5/ 1 6 " LA G SC R E W W / 2 " MI N . Vcap 302 LB TH R E A D PE N E T R A T I O N TO 2. 0 " 1. 2 5 " 2A/13, 2B/13 Tcap 2620 LB Gi : o 0 . 4 2 MI N WO O D Vcap 604 LB 2, 0 " 1. 2 5 " 3A/13, 3B/13 Tcap 3930 LB Vcap 906LB 5. 0 " 3 , U 5 " 1A/13, 18/13 Tcap 1670 LB Vcap 1700LB 5/ 1 6 " DE W A L T UL T R A C O N (O R EQ U I V . ) W / 2 " EM B E D T 0 3 . S K S I 3. 7 5 ' ' 3, 1 2 5 " 2A/13, 28113 Tcap 1820 LB MI N CO N C R E T E Vcap 2840 LB 3, 7 5 " 3, 1 2 5 " 3A/13, 3B/13 Tcap 3640 LB Vcap 5680 LB 5, 0 " 2. 5 " 1Al13, 18/13 Tcap 580 LB Vcap 750LS 5/ 1 6 " DE W A L T UL T R A C O N [O R EQ U I V , ) W / 2 - 1 / 4 " EM B E D TO 5. 0 " LS ' 2A/13, 2B/13 Tcap 1160l8 GR O U T - F I L L E D CO N C R E T E BL O C K Vcap 1500 LB 5, 0 " 2. 5 " 3Af13, 3B/13 Tcap 2320 LB Vcap 3000 LB MU L U O N AN C H O R SC H E D U L E NO T E S : 1, FO R "T R A P P E D MO U N T " CO N O f f i O N S WI T H EN D MU L L I O N S , 'Rsum· VALUES IN MULLION SCHEDULE SH A L L NO T EX C E E D MA X 'V c a p ' VA L U E S NO T E D IN TH I S SC H E D U L E . 2. FO R "F A C E MO U N T " CO N D I T I O N S WI T H EN D MU L L l O N S , R v / V c a p + Rt{Tcap SHALL BE LESS TH A N O R EQ U A L TO 1 . 0 , WH E R E 'R v ' AN D 'R t ' AR E PE R MU L U O N SCHEDULES, AND 'Tcap' AND 'V c a p ' AR E PE R TH I S SC H E D U L E , 3. FO R "T R A P P E D MO U N T " CO N D I D O N S WI T H IN T E R M E D I A T E MULUONS, 'Rt' VALUES IN MULLION SC H E D U L E S SH A L L NO T EX C E E D 'V c a p ' VA L U E S NO T E D IN TH I S SCHEDULE. 4. FO R "F A C E MO U N T " CO N D ! T I O N S WI T H IN T E R M E D I A T E MU L U O N S , 'Rt' VALUES IN MULLION SC H E D U L E S SH A L L NO T EX C E E D 'T c a p ' VA L U E S NO T E D IN TH I S SCHEDULE 5. "' AN C H O R S SH A L L PE N E T R A T E TH R O U G H FA C E SH E L L IN T O GROUTED CELL 6. AL T E R N A T E AN C H O R S AN D OR EN D CO N N E C T I O N CO N F I G U R A T I O N S MAY BE DES!GNED/CERT!F!ED ON A SI T E SP E C I F I C BA S I S BA S E D ON lH E EN D LO A D I N G S LI S T E D IN THE MULLION SCHEDULES. 7. 1/ 2 * UN C TH R U BO L T S MA Y BE U S E O JN LE I U O F f " SM S PE R TH E FOLLOWING DIRECTIVE 7. 1 . (4 ) SM S PE R S I O E • 12 ) ~ • UN C T H R U BO L T S / ( S ) S M S PE R SIDE• (3)f UNC THRU BOLTS IRIOfARD NEET, P,E, PE# 86488 CAI 9885 /~l~:3:-,,. ,}~i~~~~i' 10 N o.,,. """v i:t ~~ tas '"-....1ffilui .9::, u.1 (/1 ft:Ul ... __ ~ ~W5 l~~ ~~~-lffi!il 2:S O &iii O::N..J :z:w 8"""~i~E ,!:: "--~z U) a:: ~w u ~ z-Q ~ u 0 .... U) 0 U) ~ ~ <( C"" U) {'J it :E: ~ -llJ !}_ -6 ti ii I >-3: E U) :& ;;; En~; I= 3: => :c U) z 6 c2 LU :E: <( o:±/ 100 ... I :,: Ul w z ~ "' ::, :,: 0. ::, ::: ~ ~ 3: w m z '" ~ ~ ~ ' ' . lfiJ! ... .,; "' "' 2 ,. _., ;:: ~ 8: < t; ::, " ~ c%'2 §~m:t ~"" 11•1~ i ~: .. di; AL U M AN G L E DIRECTIVE ~ g ~ ' ' · liH! N. T . S . 60 6 1 - T 6 OR 6005-TS ALUM did ANGLE DIMENSION NOTE: ANGLE LEG SIZES AND 1h11 i/!:!1~ :e;::: 3 ~~:,;:; ~ MINIMUM REQUIRED LENGTH SHALL BE M U W U N Pt l < M U L L l U N , , . _ _ ,, _ _ , c c ~ M v " v ~ ~ v " " ~ • V -M U L L I O N PE R M U W O N I " DETERMINED BASED ON SC H E D U L E S SC H E D U L E S :" , : : , ; ~ 0 . 2 5 THE ANCHOR MI N , SP A C I N G PE R AN C H O 0 ~r - ~ F n COl>YRJGHTENG!NEEJUNCEX!'RESS"' 20-31266 SCALE: NTS UNLESS NOTED @ T R A P P E D MO U N T OP T I O N 3 3B FA C E MO U N T OP T I O N 3 ~~ ), , - RES~~~~~sc~~HE _ ' • ' , • , I 2" MI N I \ - ' .; - MULLION ATTACHMENT 13 13 N T s 13 N T s L '! , • ~? - SCHEDULE AND THE I I"" ~I r 5 " MA X 7 DETAILS HEREIN iJ ~ ~. . . . _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _._ ___ _