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332 3rd St RES21-0204 Hurricane Shutters
OWNER:ADDRESS:CITY:STATE:ZIP: SWANN STEPHEN 332 3RD ST ATLANTIC BEACH FL 32233-5232 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: 169782 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 332 3RD ST RESIDENTIAL ALTERATION RESIDENTIAL HURRICANE SHUTTERS $5750.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 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: 7/15/2021 PERMIT NUMBER RES21-0204 ISSUED: 7/15/2021 EXPIRES: 1/11/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $174.55 2 of 2Issued Date: 7/15/2021 PERMIT NUMBER RES21-0204 ISSUED: 7/15/2021 EXPIRES: 1/11/2022 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $174.55 RES21-0204 Address: 332 3RD ST APN: 169782 0000 $174.55 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE SURCHARGES $4.55 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.55 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R16334 $174.55 Printed: Thursday, July 15, 2021 9:56 AM Date Paid: Thursday, July 15, 2021 Paid By: FIRST COAST HURRICANE SHUTTERS Pay Method: CREDIT CARD 482000928 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16334 ~+; CENTRALSQUARE RES21-0204 9·;, Building Permit Application (~], City of Atlantic Beach Building Department 2 800 Se minole Ro ad, Atlantic Be ac h, FL 3 2 2 33 I ••:,. · Phone: (9 04) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL I NFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: 332 3rd St. Atlanti c Beach, FL 32233 Permit Number: ___________ _ Legal Descri ption 5-69 16-2S-29E .36 ATLANTIC BEACH W1/2 LOT 9,LOT 11, E 30FT LOT 13 BLK 4 RE# __________ _ V alu ation of Work (Replacement Cost) $ __ s1_s_o._oo ____ Heated/Cooled SF _____ Non -Heated/Cooled _____ _ • Class of Work: □New □Addition D!Alteration □Re pair □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): □Commercial 12!Resi dential • If an existing structure, is a fire sprinkler system installed?: □Yes rnNo • Will trees be removed in association with ro osed ro·ect? □Yes must submit se arate Tree Removal Permit □No Florida Product Approval# See Attached P roduct Approval Form for multiple products use product approva l form Property Ow ner Information Name Stephen Swann Address _3_3_2_3r_d_St_. ________________ _ City Atlantic Beach State FL Zip 32233 Phone _9_0_4-_57_6_-9_7_14 _________ _ E-Mai l scswarm@gmail.com Owner or Agent {If Agent, Power of Attorney or Agency Letter Required) ____________________ _ Contractor Information Name of Company First Coast Hurricane Shutters, LLC Qualifying Agent _Ti_m_oth_y_R_y_cz_ek ___________ _ Address 12170 Longmont Ln. s. City JacksonviHe State _F_L __ Zip 32246 Office Phone _9_04_-4_1_9-_9_s1_s ___________ Job Site Contact Number _______________ _ State Certification/Registration# CGC 1517163 E-Mai l office@fchurricaneshutters.com Architect Name & Phone# ___________________________________ _ Engineer's Name & Phone# ____________________________________ _ Workers Compensation Insure r Old Dom inion Insurance Co. OR Exempt o Expiration Date _0_2,_01_12_0_22 ____ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOI LERS , HEATERS, TANKS, and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit, there may be addit ional 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all appl icable laws regulating construction and zoning. WARNING TO OWNER : YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO~~E OF CO~MENCEMENT. (Sign~ure of Own er "gent) ----l---'='---,,£-1------------ Signed and sworn to (or affirmed) before me this Z2... day of :]U.Yl e_ 'l: y r\. ~ersonally Known OR {] Produced Identification Type of Identification: _____________ _ Signed and sworn to (or affirmed) before me this 2.k_ day of :Ju yul , 1n:Z,I b _.....,....,~'~~-~~~-- ,Wersonally Known OR [ ] Produced Identification Type of Identification : _____________ _ Doc# 2021165314, OR BK 19789 Page 1324, Number Pages: 1, Recorded 07/01/2021 02:29 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Permit No. _____ _ Tax Folio No. ____ _ State ofFlmida, County of Duval THE UNDERSIGNED hereby give notice that the improvement will be made to certain real property in accordance with Chapter 713, Florida Statutes, the following infonnation is provided in this Notice of Commencement. 2. General Description of improvements: Hurricane Shutter Installation / Protection 3. Owner Info1mation: . a) Name and Address: Stephen Swann -332 3rd St. Atlantic Beach, FL 32223 b) Interest in property: ______________________________ _ c) Name and address of simple titleholder (if other than owner): 4. Contractor Information: a) Name and Address: First Coast Hurricane Shutters -12170 Longmont Ln. S. Jacksonville FL 32246 b) Phone Number:_9_04_-3_2_4-_6_6_20 ____________ _ 5. Surety Infonnation: a) Name and Address:-------------------------------b) Phone Number: _________________ _ c)AmountofBond:$ _______________ _ 6. Lender Information: a) Name and Address: ______________________________ _ b) Phone Number: _________________ _ 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713.13 (1 )(a) 7, Florida Statutes: a) Name and Address: ______________________________ _ b) Phone Numbers of Designated Person: _________________ _ 8. In addition to himself/herself, Owner designates ____________ of ______ to receive a copy of the Lienor's Notice as provided in Section 713.13 (I) (b), Flo1ida Statutes. a) Name and Address: ____________________________ _ b) Phone Number of person or entity designated by owner: ______________ _ 9. Expiration date of Notice of Conunencement (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 EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION , FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTTCE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB STTE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best ofmy knowledge and belief. Signattfre of Owner or Owrifi·'s Authorized Officer/Director/Partner/Manager ,..,-_\.... ' / . ~\ e •"'tk'.v1 :;;0JC'-f',\(1 Signato1y'; Printed Name & Title/Office The foregoing instrument was acknowledged before me by means of ~hysical presence orDonline nocarization, "'7'? -3~ ,, ,-} ' , this"-day ofl)...(1k'.., , 20.1:i_, by P:\:(.@en , 5 y✓r;, fir( , who is personally known to (Name of Person) --· .. --~~- me or produced ____________ as identification, as ______________ _ (Type of Authority, e.g.. officer, attorney in fact, etc,) (\/ \/1.'; /,,'\ N GNA TlJRE c.. FLORIDA Commissioned Notary Name: ~')\\'1f;,.,DY!0'(\ 1V\. 2 .'y,l.Y·-\ \ __ ) Revised I /I /2020 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES21-0204 D Revision to Issued Permit OR [&] Corrections to Comments Date: 07/01/2021 Project Address: 332 3rd St. ------------------------------------ Contractor/Contact Name: First Coast Hurricane Shutters, LLC Contact Phone: 904-419-9815 Email: office@fchurricaneshutters.com ------------- Description of Proposed Revision/ Corrections: Re-sent Product Approval Documents -They were locked and Mike Jones could not put his signature or stamp on them. _T_o_m_R_oz_c_e_k ________ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? No D Yes (additional s.f. to be added: ____________ _, • Will proposed revision/corrections add additional increase in building value to original submittal? ~No D *Yes (additional increase in building val 7 __ -:;;,,,--,------' (Contractor must sign if increase in valuation) (Office Use Only) ~pproved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 R E S 2 1 - 0 2 0 4 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: 332 3rd S t . - 3 2 2 3 3 P e r m i t # : _ _ _ _ _ _ _ _ _ _ *Owner/ProjectName:_S_te--=--p _ h _ e _ n _ S _ w _ a _ n _ n _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 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 8 - 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 n o 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 6.0ther B.WINDOWS 1. Single hung 2. Horizontal slider 3. Casement 4. Double hung S.Fixed 6.Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.0ther 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 U 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 2. Bahama 3. Storm panels E a s t e r n M e t a l S u p p l y F a b r i c & A l u m i n u m P a n e l s F l 1 3 2 7 1 . 1 & F l 1 1 9 6 4 4. Colonial 5. Roll-up 6. Equipment 7.0ther U l t r a t e k P a n e l s F L 1 7 7 3 3 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 13.0ther G.SKYUGHlS 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 . •contractor Name (Print Na m e ) : l i m c s : - \ - h \ . / R v c . 2 e . \ C . • c o n t r a c t o r S i g n a t u r e : _ _ _ . . : ; _ _ _ - , , L - - - - - , f - - - - - - - - - - - - , J •company Name: \ \ - U : > Y Y - i S n _ u : : *Mailing Address: \'2 \ - , 0 L l , ) n c : : r Y \ o n t L y J . 5 . *City: ~Ch $OY\ \ / ~ \ ' - L • s t a t e : _ F . ; . _ _ L _ _ _ _ _ * Z i p C o d e : 3 2 Z L \ : l . . . . p *Telephone Number: C\ b L \ - ~ 7 < - \ - V l { Z . O * E - m a i l A d d r e s s : ( ) f f ; a _ @ £ c t \ L A . y y Y ( b f \ J L S h u . . i - \ e r S . l ~ Cell Phone Number: q l) < - \ - 4 l q - C \ ~ \ S F a x N u m b e r : - ~ J ' l - - 1 ( ' - - P . , , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 BE R T H A AS T R O G U A R D r ~ ~ ~ ~ f -G o . 1 ~ lf ,. , . , . . . , . . ... . . . . ~·· ll l w t t r, mo u . s c , I ' " " ' " · Digitally signed by Frank Bennardo GE N E R A L NO T E S l lH E 5" S T 0 1 DE S C R l i ! E O HE l l f l N HA S BE E I O DE S I G N E D AN D TE S T E D IN AC C O l l [ W I C E WI T H TH E Fl O R I D A BI J I L D I N G CO D E SE V E /T " H ED I T T O f , f (2 0 2 0 ) F< l R O S E YI I T t 1 1 1 1 AN D OU T S I D E l t E HI G H 1/ B . O C J T ' t HU A A I C A N E 2 O .t E JI E R TA S 20 1 1 20 2 AN D 20 3 T f S T i t k i ST A . N O A A O S TH E SV S T E M IS OC S I G N ! c D AS IA A G E MJ S S I L E RE S I S l A N T Z . m l 3 3 - 1 / 3 ~ IN C R E A S E l t l AU . 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RI I O O I A Et l G I N E E ! l l l lG Pl A S T I C S PO U • M I D E 6 6 FA B < I C S P E O F l C A T I O t l 1Y P f O FY A R . ~ tE X T l l . = FA B R IC CO N S T R U C T I O N 2 5 K 2S Wc • v e TH r C ~ l t E S S 10 0 0 >< I C I I O I . S ¼ 5 " ' Fl N I S t t Rf : S I N C ~ TE O Wf ! G h , (AS T M D 3T T 6 ) . IO SH T Z / Y I > ' TE N S I L E ST R E N G n l (G l ! A S ME T H O D , AS T M D ◄t. 1 2 ) . w• A P 87 9 t . . B S , w ~ 87 9 UI S ll l f ! I S T ST 1 < E N ' G T H (A S T > 1 D 37 8 6 ) ' 15 0 0 f S I AB R A S I O N RE S I S T A N C E (A S T M D •8 8 6 )· 9 5 ' ST ' R f N G T > i qE T A l f < E D ~ SE W I N G ~ y A T 5 1' 1 . ! C E ( SE E SP L I C E DE T A I L ) NO 5£ W I N G AT EO G E c S W I N D AB A T E M E N T SY S T E M , -.. . . l ED SP L I C E DE T A I L Date: 2020.09 .03 ' - - -- ' - - ' ' - ' - - ~ 13:24 :58 -04'00' .-1 - - - - - - - - M A Y 8E IN S T . u J . . E O TO UN L I M I T E D Wl D T H - - - - - - - - N O l c : PA ! I E I . S CA I i Ol ' l l O l ' f A L U ' BE AN O < a U ' D Ot l T~ R E E OR FO U R SI D E S . F< l R FO U R Sl O E AT T A C t t ' 1 a f T , lt t E SP A N IS ,H E SH C R T D! O ' E t l S I O N BE T W E E N f4 S T E N E R S . 2 TY P I C A L PA N E L IN S T A L L A T I O N 1 El t T E R I O ~ E l i V ~It 8611IWIOO. PE •"~CA,<18a!$'. 20-31278 PMlf DUCEJIITJtaf 12 Ty 1/ 4 " MA X TO :{ : S C R E E N ED G E (8 ) # 8 x l / 2 " PH SM S SC R E E N WA L L MO U N T CO N D I T I O N N. T . S . SE C T I O N VI E W t - 1 . 5 9 6 " - - - - - - - 4 . 4 5 0 " o . 1 0 0 · · . : ; : : : = : ; - , ; r . : : : " ~ m + o . 0 5 0 " TY P . 0. 0 6 3 " TY P . -- - : , - - 0 ~ __ j ' _ (8 ) # 8 x l / 2 " PH SM S IN T E R I O R MO U N T CO N D I T I O N N. T . S . t - - 1 . 4 7 8 " 0. 2 8 1 " 0 0 . . 42 .. +- - - - 1 1 o. 18 0 " 0. 0 6 3 " TY P . .! . . T o . 1 0 0 " TY P . SE C T I O N VI E W 1 - - - - - - 4 . 2 5 0 " 0 ~~ p MO U N T I N G C L I ~ O L Y A M I D E 6 6 ,0 0 0 " MI N I M U M GL A Z I N G SEPARATION FROM GLASS IN C L U D I N G IN S T A L L A T I O N SIACK SP A N PO S I T I V E DESIGN LOAD lPSF) +6 0 PS F +so PSF +40 PSF +30 PSF 4' - 0 " 6. 8 8 " 6.63" 6.13" 5.75" 6' - 0 " 11 . 1 3 " 10.50" 9.88" 9.00" B' - 0 " 15 . 7 5 " 14.88" 14.00" 12.75" 10 ' - 0 " 20 . 8 8 " 19.75" 1B.38" 16.88" 12 . ' - 0 " 26 . 3 8 " 24.88" 23.13" 21.13" 14 ' - 0 " 32 . . 1 3 " 30.38" 28.25" 25.75" 14 ' - 8 " 34 . 1 3 " 32.38" 32.36" 32.38" 16 ' - 0 " 38 . 2 5 " 36.88" 36.88" 36,88" 17 ' - 0 " 41 . 3 8 " 39.00" 36.B8" 36.88" 18 ' - 2 " 45 . 1 3 " 42.50" 39.50" 36.88" NO T E S : 1. SE P A R A T I O N FR O M GLAZING IS REQUIRED FOR AL L IN S T A L L A T I O N S WITHIN THE HIGH VE L O C I T Y HU R R I C A N E ZONE, WIND ZONE 4 AND ES S E N T I A L FA C i l l T I E S . 2. SE P A R A T I O N IS NO T REQUIRED FROM ANY FE N E S T R A T I O N PR O D U C T THAT DOES NOT CO N T A I N GL A Z I N G . 3. SE P A R A T I O N FR O M GLAZING IS NOT REQUIRED FO R IN S T A L L A T I O N S OUTSIDE OF WIND ZONE 4 AN D ES S E N T I A L FA C I L I T I E S . 4. IN T E R P O L A T I O N OF THIS TABLE IS NOT PE R M I T T E D . UT I L I Z E NEXT HIGHEST SE P A R A T I O N FR O M GLAZING VALUE IF NEEDED. LO A D ON EX I S T I N G ST R U C T U R E FROM SCREEN SYSTEM Tx = PA R A L L E L LOADS (PLF) SP A N DE S I G N PRESSURE ( +I-PSFl 60 50 40 30 4' - 0 " 23 5 . 4 20B.5 179.6 148.3 6' - 0 " 30 8 . 5 273.2 235.4 194.3 8' - 0 " 37 3 . 7 330.9 285.2 235.4 10 ' - 0 " 43 3 . 6 3B4.0 330.9 273.2 12 ' - 0 " 48 9 . 7 433.6 373.7 308.5 14 ' - 0 " 54 2 . 7 480.6 414.1 341.9 14 ' - 8 " 55 9 . 8 495.7 427.2 352.6 16 ' - 0 " 59 3 . 2 525.3 452.7 373.7 17 ' - 0 " 61 7 . 7 547.0 471.4 389.1 18 ' - 2 " 64 5 , 6 571.7 492.7 406.7 LO A D ON EX I S T I N G ST R U C T U R E FROM SCREEN SYSTEM Ty = PE R P E N D I C U L A R LOADS (PLF) SP A N DE S I G N PRESSURE ( +t-PSF'\ 60 50 40 30 4' - 0 " 12 0 , 0 1 0 0 . 0 80.0 60.0 6' - 0 " 18 0 . 0 150.0 120.0 90.0 B' - 0 " 24 0 . 0 200.0 160.0 120.0 10 ' - 0 " 30 0 . 0 250.0 200.0 150.0 12 ' - 0 " 36 0 . 0 300,0 240,0 180.0 14 ' - 0 " 42 0 , 0 350.0 280,0 210.0 14 ' - 8 " 44 0 . 0 366.7 293.3 220.0 -1 6 ' - 0 . . - - - - -- 4 8 0 . o 400.0 320.0 240.0 17 ' - 0 " 51 0 . 0 425.0 340.0 255.0 1B ' - 2 " 54 5 . 0 454.2 363.3 272.5 FRANK BENNARD □, PE f. PE0046549 CA# 98B5 ~u ... hL .. Iii~== lu ... 20-31278 SCALE: PAfiilE DE&CRIP'TlONI AN G L E D PA N E L IN S T A L L A T I O N N. T . S . NO T E : NO N - S P A N OV E R L A P SH A L L BE A MI N I M U M OF 1. 5 X TH E PA N E L PR O J E C T I O N FR O M OP E N I N G EX T E R I O R EL E V DE F L E C T I O N AN D GL A Z I N G SE P A R A T I O N ME A S U R E D FR O M PA N E L MI D SP A N TO P OF PA N E L 2 3 DE N O T E S TY P I C A L AN C H O R A G E PO I N T AL O N G TO P AN D BO T T O M OF PA N E L BO T T O M OF PA N E L BO T T O M OF PANEL AN G L E D PA N E L IN S T A L L A T I O N N. T . S . DE F L E C T I O N AN D GL A Z I N G SE P A R A T I O N ME A S U R E D FR O M PA N E L MI D SP A N PL A N VIEW "PANEL DEFLECTION SHALL BE MEASURED FROM THE MID-SPAN SECTION OF EACH PANEL WHEN STORM BARS ARE USED, TYP, 4 IN S T A L L A T I O N W/ STORM BAR AN G L E D PA N E L IN S T A L L A T I O N 3 N. T . S , VERTICAL SECTION N. T . S . VE R T I C A L SE C T I O N FRANK BENNARDO, PE f! PE0046549 CA# 9885 ~n-. hi .. Ii~~-20-31278 SCALE, PAGE DIE&CRJP11ONr 2" MA X M FR O M ED G E 2" MA X MA X I M U M ST O R M BA R LE N G T H PE R ST O R M BA R DE S I G N SC H E D U L E AL U M I N U M ST O R M BA R , SE E ST O R M BA R SC H E D U L E S ON SH E E T 5 I ~~? M LG E MA X O. C . SP A C I N G PE R AN C H O R SC H E D U L E S (T Y P . ) 2 1 IN S T A L L A T I O N W / ST O R M BA R 4 4 N .T .S . EX T E R I O R EL E V ST O R M BA R S & FA B R I C MA Y BE IN S T A L L E D HO R I Z O N T A L L Y OR VE R T I C A L L Y AS AP P L I C A B L E (H O R I Z O N T A L ST O R M BA R IN S T A L L A T I O N WI T H VE R T I C A L PA N E L SP A N SH O W N HE R E I N ) (1 ) - 1 / 4 " DE W A L T PA N E L M A T E IN S E R T AT EA EN D OF ST O R M BA R : • W / 1- 5 / 8 " MI N . EM B E D M E N T , 4" MI N . ED G E DI S T A N C E , AN D 4" MI N . SP A C I N G TO 27 0 0 PS I MI N . CO N C R E T E • 1- 5 / 8 " MI N . TH R E A D PE N E T R A T I O N , 3 / 4 " MI N . ED G E DI S T A N C E AN D 2" MI N . SP A C I N G TO WO O D (G = 0 . 5 5 MI N ) . UT I L I Z E (2 ) PA N E L M A T E S FO R PA N E L SP A N S 12 ' - 0 " OR GR E A T E R , TY P . AC C E S S HO L E AL U M I N U M ST O R M BA R , SE E ST O R M BA R SC H E D U L E S ON SH E E T 5 ST O R M BA R DI R E C T MO U N T N. T . S . SE C T I O N (2 ) - 1 / 4 " DE W A L T PA N E L M A T E IN S E R T S AT EA 2" T- C L I P : W/ 1- 5 / 8 " MI N . EM B E D M E N T , 4" MI N . ED G E DI S T A N C E , AN D 3- 1 / 2 " MI N . SP A C I N G TO 27 0 0 PS I MI N . CO N C R E T E 1- 5 / 8 " MI N . TH R E A D PE N E T R A T I O N , 3/ 4 " MI N . ED G E DI S T A N C E AN D 3- 1 / 2 " MI N . SP A C I N G TO WO O D (G = 0 . 5 5 MI N ) . 1" MI N . AL U M I N U M ST O R M BA R , SE E ST O R M BA R SC H E D U L E S ON SH E E T 5 2" T- C L I P (2 ) - Y , ' - 2 0 SA E GR A D E 5 TH R U B O L T S AT EA EN D OF ST O R M BA R WI T H SA E GR A D E WA S H E R AN D NU T , TY P . ST O R M BA R 2" T- C L I P MO U N T N. T . S . SE C T I O N AL U M I N U M ST O R M BA R , SE E ST O R M BA R SC H E D U L E S ON SH E E T 5 IN S T A L L A T I O N W / ST O R M BA R N. T . S . EX T E R I O R EL E V ST O R M BA R S & FA B R I C MA Y BE IN S T A L L E D HO R I Z O N T A L L Y OR VE R T I C A L L Y AS AP P L I C A B L E (V E R T I C A L ST O R M BA R IN S T A L L A T I O N WI T H HO R I Z O N T A L PA N E L SP A N SH O W N HE R E I N ) (2 ) - ) ( , " - 2 0 SA E GR A D E 5 TH R U B O L T S WI T H SA E GR A D E WA S H E R AN D NU T , TY P . AL U M I N U M ST O R M BA R , SE E ST O R M AR SC H E D U L E ON SH E E T 5 PE R SC H E D U L E ST O R M BA R ST O R M BA R NO T E S : 1. TH E ST O R M BAR SCHEDULES ON SHEET 5 AR E GO V E R N E D BY POSITIVE WIND LOAD DI R E C T I O N S ONLY. NEGATIVE WIND LO A D DI R E C T I O N S DO NOT SUBJECT THE ST O R M BA R S TO ANY EXTERIOR LO A D I N G . 2. DI R E C T MOUNTS AND 2" T-CLIP MOUNTS SH A L L BE ATTACHED TO THE HOST ST R U C T U R E PER DETAILS 3/4 AND 4/4, RE S P E C T I V E L Y . 3. 1" T- C L I P MOUNTS (DETAIL 5/4) SHALL BE AT T A C H E D PER THE ANCHOR SC H E D U L E ON SHEET 5. 4. ST O R M BA R LENGTHS, SHAPES OR AT T A C H M E N T METHODS THAT ARE NOT DE T A I L E D IN THIS DRAWING SHALL BE DE S I G N E D ON A SITE SPECIFIC BASIS. (2 ) - D E W A L T DR O P - I N S PE R DE S I G N SC H E D U L E . SE E NO T E S HEREIN FO R AN C H O R RE Q U I R E M E N T S , TYP. 1" T- C L I P MO U N T N. T . S . SE C T I O N 'S E E SH E E T 5 FO R 1" T- C L I P AN C H O R DE S I G N SC H E D U L E FRANK BEN NARDO, PE ff. PE0046549 CA# 9885 iU .. · hL .. lia~== lu ... 20-31278 SCALE: PAGE DESCRIP110N1 I ST O R M BA R SC H E D U L E S I FRANK BENNARDO, PE 'I e PE0046549 CA# 9885 ~i) 2" x 3 " x 1 / 8 " ST O R M BA R 2" x 4 " x 1 / 8 " ST O R M BA R I 11~~#-' 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PSF MA X PA N E L MA X MA X MA X MA X MA X PA N E L MA X MA X MA X MAX (9 I )g N SP A N ST O R M EN D ST O R M EN D ST O R M EN D ST O R M EN D SP A N ST O R M EN D ST O R M EN D ST O R M EN D STORM END z I .-I: BA R SP A N RE A C T I O N BA R SP A N RE A C T I O N BA R SP A N RE A C T I O N BA R SP A N RE A C T I O N BA R SP A N RE A C T I O N BA R SP A N RE A C T I O N BA R SP A N RE A C T I O N BAR SPAN REACTION -, ! Wrw'I :1::1: f.I,~, ... t,-.., !f!o 3 FT 75 " 28 1 . 2 lb 80 " 24 9 . 0 lb 86 " 21 4 . 6 I b 94 " 17 7 . 1 lb 3 FT 95 " 35 5 . 9 lb 10 1 " 31 5 . 2 lb 10 9 " 27 1 . 6 lb 120" 224.2 lb w",\;i w--' 1~ :r ~=>u. en 4 FT 68 " 34 0 . 6 lb 72 " 30 1 . 6 lb 78 " 25 9 . 9 lb 86 " 21 4 . 6 I b 4 F T 86 " 43 1 . 2 I b 92 " 38 1 . 8 lb 99 " 32 9 . 0 lb 109" 271.6 lb ~~"J1 ~~:c~sm 5 FT 63 " 39 5 . 2 lb 67 " 35 0 . 0 lb 72 " 30 1 . 6 I b 80 " 24 9 . 0 lb 5 FT 80 " 50 0 . 3 lb 85 " 44 3 . 1 lb 92 " 38 1 . 8 lb 101" 315.2 lb o<..[f' wwu!"a. 6 F T 60 " 44 6 . 3 lb 63 " 39 5 . 2 lb 68 " 34 0 . 6 lb 75 " 28 1 . 2 1 b 6 FT 75 " 56 5 . 0 lb 80 " 50 0 . 3 lb 86 " 43 1 . 2 lb 95" 355.9 lb (]1, i iii~ :'lj-!e 7 FT 57 " 49 4 . 6 lb 60 " 43 8 . 0 lb 65 " 37 7 . 5 lb 71 " 31 1 . 6 I b H T 72 " 62 6 . 1 lb 76 " 55 4 . 5 lb 82 " 47 7 . 8 lb 90" 394.4 lb •" en llllz -l (•::•' t OJ: z ii! 8 FT 54 " 54 0 . 7 lb 57 ' ' 47 8 . 8 lb 62 " 41 2 . 6 lb 68 " 34 0 . 6 lb 8 FT 68 " 68 4 . 4 lb 73 " 60 6 . 1 lb 78 " 52 2 . 3 lb 86" 431.2 lb @ir'1i ~N 9 ~ttl 9 FT 52 " 58 4 . 8 lb 55 " 51 7 . 9 lb 60 " 44 6 . 3 lb 65 " 36 8 . 4 I b 9 FT 65 " 73 0 . 7 lb 70 " 65 5 . 6 lb 75 " 56 5 . 0 lb 83" 466.4 lb '--,: o"""'w .... w!; 10 FT 50 " 62 4 . 7 lb 53 " 55 5 . 6 lb 57 " 47 8 . 8 lb 63 " 39 5 . 2 lb 10 FT 62 " 77 0 . 2 lb 67 " 70 3 . 1 lb 73 " 60 6 . 1 lb 80" 500.3 lb 13:~!1~ 11 FT 48 " 65 5 . 2 lb 52 " 59 2 . 0 lb 56 " 51 0 . 2 I b 61 " 42 1 . 2 I b 11 FT 59 " 80 7 . 8 lb 64 " 73 7 . 4 lb 70 " 64 5 . 9 lb 78" 533.2 lb UJW w 68 4 . 4 lb 50 " 62 4 . 7 lb 54 0 . 7 lb 60 " 44 6 . 3 lb 12 FT 56 " 84 3 . 7 lb 62 " 77 0 . 2 lb 68 " 68 4 . 4 lb 75" 565.0 lb ow 12 FT 46 " 54 " ~Cl 13 FT 44 " 71 2 . 3 lb 48 " 65 0 . 2 lb 53 " 57 0 . 3 lb 58 " 47 0 . 8 lb 13 FT 54 " 87 8 . 2 lb 59 " 80 1 . 7 lb 66 " 71 7 . 0 lb 73" 596.0 lb 14 FT 42 " 73 9 . 2 lb 46 " 67 4 . 8 lb 51 " 59 9 . 2 lb 57 " 49 4 . 6 lb 14 F T 52 " 91 1 . 3 lb 57 " 83 1 . 9 lb 64 " 74 4 . 1 lb 72" 626.1 lb 15 FT 41 " 76 5 . 1 lb 45 " 69 8 . 5 lb 50 " 62 4 . 7 lb 55 " 51 7 . 9 I b 15 FT 50 " 94 3 . 3 lb 55 " 86 1 . 1 lb 62 " 77 0 . 2 lb 70" 655.6 lb 16 FT 40 " 79 0 . 2 lb 43 " 72 1 . 4 I b 48 " 64 5 . 2 lb 54 " 54 0 . 7 lb 16 FT 49 " 97 4 . 3 lb 53 " 88 9 . 4 lb 60 " 79 5 . 5 lb 68" 684.4 lb 17 FT 38 " 81 4 . 5 lb 42 " 74 3 . 6 I b 47 " 66 5 . 1 lb 53 " 56 3 . 0 lb 17 FT 47 " 10 0 4 . 2 lb 52 " 91 6 . 7 lb 58 " 82 0 . 0 lb 67" 710.1 lb ~ " 18 . 1 7 FT 37 " 84 2 . 1 lb 41 " 76 8 . 7 lb 45 " 68 7 . 6 lb 52 " 58 8 . 5 I b 18 . 1 7 FT 46 " 10 3 8 . 2 lb 50 " 94 7 . 8 lb 56 " 84 7 . 7 lb 65" 734.1 lb ... a. " N a. .., m ~*s J: ~ 2" x 5 " x 1 / 8 " ST O R M BA R 2" x 6 " x 1 / 8 " ST O R M BA R i~@ ...JO:;;;;! ::,ii;> 60 PS F 50 PS F 40 P S F 30 PS F 60 PS F 50 PS F 40 P S F 30 PSF <( l'l :,:'lu l!J1-~ MA X PA N E L j-< U E ~z o. MA X PA N E L MA X MA X MA X EN D MA X MA X EN D MA X EN D MA X EN D MAX END w~iliiii ~~~ SP A N EN D EN D ST O R M ST O R M EN D SP A N ST O R M ST O R M ST O R M STORM WN ST O R M RE A C T I O N ST O R M RE A C T I O N RE A C T I O N RE A C T I O N RE A C T I O N RE A C T I O N RE A C T I O N REACTION ::E Iii., i !,:c BA R SP A N BA R SP A N BA R SP A N BA R SP A N BA R SP A N BA R SP A N BA R SP A N BAR SPAN n h~ 3 FT 11 4 " 42 8 . 8 lb 12 0 " 37 5 . 0 lb 12 0 " 30 0 . 0 lb 12 0 " 22 5 . 0 lb 3 FT 12 0 " 45 0 . 0 lb 12 0 " 37 5 . 0 lb 12 0 " 30 0 . 0 lb 120" 225.0 lb Z..,o.;i:: ,,. 0 0 4 FT 10 4 " 51 9 . 5 lb 11 0 " 46 0 . 0 lb 11 9 " 39 6 . 4 I b 12 0 " 30 0 . 0 lb 4 FT 12 0 " 60 0 . 0 lb 12 0 " 50 0 . 0 lb 12 0 " 40 0 . 0 lb 120" 300.0 lb ocl!llii~ Wz:'l! 5 FT 96 " 60 2 . 8 lb 10 2 " 53 3 . 8 lb 11 0 " 46 0 . 0 lb 12 0 " 37 5 . 0 lb 5 FT 11 3 " 70 3 . 6 lb 12 0 " 62 3 . 0 lb 12 0 " 50 0 . 0 lb 120" 375.0 lb wvw miN I-3: :c 6 FT 91 " 68 0 . 7 lb 96 " 60 2 . 8 lb 10 4 " 51 9 . 5 I b 11 4 " 42 8 . 8 lb 6 FT 10 6 " 79 4 . 5 lb 11 3 " 70 3 . 6 lb 12 0 " 60 0 . 0 lb 120" 450.0 lb > en :c H T 86 " 75 4 . 3 lb 92 " 66 8 . 0 lb 99 " 57 5 . 7 lb 10 9 " 47 5 . 2 lb 7 FT 10 1 " 88 0 . 5 lb 10 7 " 77 9 . 7 lb 11 5 " 67 1 . 9 lb 120" 525.0 lb z 8 FT 82 " 82 1 . 0 lb 88 " 73 0 . 2 lb 94 " 62 9 . 3 lb 10 4 " 51 9 . 5 I b 8 FT 95 " 94 6 . 8 lb 10 2 " 85 2 . 3 lb 11 0 " 73 4 . 5 lb 120" 600.0 lb <( 0 w z 9 FT 77 " 87 0 . 8 lb 84 " 78 9 . 9 lb 91 " 68 0 . 7 lb 10 0 " 56 1 . 9 I b 9 FT 89 " 10 0 4 . 3 lb 98 " 91 6 . 8 lb 10 6 " 79 4 . 5 lb 117" 655.8 lb 10 FT 73 " 91 7 . 9 lb 80 " 83 7 . 9 lb 88 " 73 0 . 2 lb 96 " 60 2 . 8 lb 10 FT 85 " 10 5 8 . 6 lb 93 " 96 6 . 3 lb 10 2 " 85 2 . 3 lb 113" 703.6Ib 11 FT 70 " 96 2 . 7 lb 77 " 87 8 . 8 lb 85 " 77 8 . 1 lb 93 " 64 2 . 3 lb 11 FT 81 " 11 1 0 . 3 I b 88 " 10 1 3 . 5 lb 99 " 90 6 . 5 lb 109" 749.7Ib 12 FT 67 " 10 0 5 . 5 lb 73 " 91 7 . 9 I b 82 " 82 1 . 0 lb 91 " 68 0 . 7 lb 12 FT 77 " 11 5 9 . 6 I b 85 " 10 5 8 . 6 lb 95 " 94 6 . 8 lb 106" 794.5 lb ii &· 13 FT 64 " 10 4 6 . 5 lb 71 " 95 5 . 3 lb 79 " 85 4 . 5 lb 88 " 71 8 . 0 l b 13 FT 74 " 12 0 7 . 0 lb 81 " 11 0 1 . 8 lb 91 " 98 5 . 5 lb 103" 838.0 lb 14 FT 62 " 10 8 6 . 0 lb 68 " 99 1 4 lb 76 " 88 6 . 7 I b 86 " 75 4 . 3 lb 14 FT 72 " 12 5 2 . 5 lb 78 " 11 4 3 . 4 lb 88 " 10 2 2 . 7 lb 101" 880.5 lb 15 . F T so · · - - 11 2 4 . 2 lb - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 a s : s · 1 t i - is F r 69 " --· ---------· h L 66 " 10 2 6 . 2 lb 73 " 91 7 . 9 I b 84 " 12 9 6 . 5 lb 76 " 11 8 3 . 5 lb 85 " 10 5 8 . 6 lb 98" 916.8 lb 16 FT 58 " 11 6 1 . 0 lb 64 " 10 5 9 . 9 lb 71 " 94 8 . 0 lb 82 " 82 1 . 0 l b 16 FT 67 " 13 3 9 . 0 lb 73 " 12 2 2 . 3 lb 82 " 10 9 3 . 3 I b 95" 946.8 lb ---- 17 FT 56 " 11 9 6 . 8 lb 62 " 10 9 2 . 5 lb 69 " 97 7 . 1 lb 80 " 84 6 . 2 lb 17 FT 65 " 13 8 0 . 2 lb 71 " 12 6 0 . 0 lb 80 " 11 2 6 . 9 lb 92" 976.0 lb h .L 18 . 1 7 FT 54 " 12 3 7 . 3 lb 60 " 11 2 9 . 5 lb 67 " 10 1 0 . 2 lb 77 " 87 4 . 9 lb 18 . 1 7 FT 63 " 14 2 6 . 9 lb 69 " 13 0 2 . 6 lb 77 " 11 6 5 . 1 lb 89" 1009.0 lb 1" T- C L I P AN C H O R SC H E D U L E I MI N I M U M MI N I M U M MA X I M U M EN D Ii fl! I SU B S T R A T E AN C H O R TY P E EM B E D M E N T SP A C I N G ED G E CA P A C I T Y DI S T A N C E I!' : (2 1 - 1/ 4 " DI A M E T E R 10 6 0 lb 1" 3" 31 / 2 " CO N C R E T E DE W A L T ST E E L DR O P - I N 20-31278 (f c = 3 0 0 0 ps i MI N . ) (2 ) - 3/ 8 " DI A M E T E R 1 9/ 1 6 " 3" 51 / 4 " 15 3 4 lb SCALE, DE W A L T ST E E L DR O P - I N PAC.E DESCRIPTIONI AN C H O R SC H E D U L E NO T E S : 1. TH E "E N D RE A C T I O N " LI S T E D IN TH E ST O R M BA R SC H E D U L E S AB O V E SH A L L BE LE S S TH A N OR EQ U A L TO TH E "M A X I M U M EN D CA P A C I T Y " LI S T E D IN TH I S AN C H O R SC H E D U L E . ln_ 2. TH I S AN C H O R SC H E D U L E AP P L I E S ON L Y T O ! " T- C L I P MO U N T S . DI R E C T MO U N T AN D 2" T- C L I P MO U N T S SH A L L BE IN S T A L L E D PE R TH E DE T A I L S ON SH E E T 4. ® 3. AN C H O R S SH A L L BE IN S T A L L E D PE R 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 . "" 1 6 "' g: -' I EX T R U S I O N 1 /2 " AL T E R N A T E AT T A C H M E N T EX T R U S I O N 1 MO U N T Ty 1/ 4 " MA X TO =± S C R E E N ED G E 1/ 4 - 2 0 ST U D W/ WA S H E R E D WI N G N U T AT 10 " O. C . (O J # 0 x l / 2 " PH SM S SC R E E N N. T . S . SE C T I O N VI E W I , - - 0 0 0 1 1 0. 1 5 0 " I 0 ~T ~ I L D OU T F TR A C K 60 6 3 - T 6 A L U M 2 6 Ty 1/ 4 - 2 0 ST U D W/ WA S H E R E D WI N G N U T AT 10 " O. C . AL T E R N A T E AT T A C H M E N T EX T R U S I O N 2 MO U N T N. T . S . SE C T I O N VI E W J j o o 9 3 " L t = f 0 . 6 5 6 " l- - - - - + o . 3 7 4 " 60 6 3 - T 6 AL U M 2" - - - - - t □] 1/4" MAX TO SCREEN EDG El EXTRUSION 2 .548" !i f #1 4 SD S AT 12 " O. C . MA X 2" X 2 " BU I L D O U T TU B E SC R E E N AL TE R N AT E AT T A C H M E N T BU I L D OU T TU B E MOUNT Ty 1/4-20 STUD W/ WASHERED WINGNUT AT 10" o.c. N. T . S . SECTION VIEW "' M 1. 5 5 8 " 1. 1 8 8 " .. 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PR E S S U R E S LI S T E D IN AN C H O R SP A C I N G SC H E D U L E S RE P R E S E N T BO T H PO S I T I V E AN D 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 P S F 40 P S F 30 PS F 60 PS F 50 PS F 40 P S F 30 PSF NE G A T I V E PR E S S U R E S . 4' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 1 0 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 10.0 3. 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 . 6' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 8. 2 9. 4 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 4. UN L E S S OT H E R W I S E NO T E D HE R E I N , 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 10.0 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 B' - 0 " 10 . 0 1 0 . 0 10 . 0 1 0 . 0 6. 5 7 . 5 9. 0 10 . 0 8. 8 10 . 0 10 . 0 10.0 (!) i '° N 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 ) . 10 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 5. 4 6. 3 7. 5 9. 4 7. 2 8. 5 10 . 0 10.0 Z I ~• 12 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 4. 6 5. 4 6. 5 8. 2 6. 1 7. 2 8. 8 10.0 I ,t :,: 5. WO O D HO S T ST R U C T U R E SH A L L BE "S O U T H E R N PI N E " G~ 0 . 5 5 OR GR E A T E R DE N S I T Y . -~ i WM 92: 6. 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 14 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 4. 1 4. 7 5. 7 7. 2 5. 3 6. 3 7. 6 9.9 a:'(' ..... l'l, ·8 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 . 14 ' - B " 9. 6 10 . 0 10 . 0 10 . 0 ' / / / , ; ' / / , 4. 6 5. 5 6. 9 5. 1 6. 0 7. 3 9.5 u(--~i~s...J mui u1}~·!1 ifui~ii:a.U! 7. 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 16 ' - 0 " 6. 9 10 . 0 10 . 0 1 0 . 0 , / / . . 4. 2 5. 1 6. 5 4. 7 5. 5 6. 8 8.8 z"'-11 o -:i:flilll! 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 17 ' - 0 " 8. 4 9. 9 10 . 0 1 0 . 0 1/ / , ' % : 1 / / , 4. 0 4 . 9 6. 2 4. 4 5. 3 6. 4 8.3 n·1wwu ~a. IN SP A N SC H E D U L E SH A L L AP P L Y . 1~ - 2 " 7. 9 9. 3 10 . 0 1 0 . 0 1 / k , - .. . , , 4. 6 5. 9 4. 2 4 . 9 6. 1 7.8 f.!irf: i~~i e 8. AL L CO N C R E T E AN C H O R SH A L L BE IN S T A L L E D TO NO N - C R A C K E D CO N C R E T E ON L Y . AL L z\•;O.c"' ~~ EX I S T I N G BL O C K SH A L L BE AS T M C- 9 0 MI N . wiJ 1 ~~9hw 9. 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 1/ 4 " IT W SA M M Y SS C AN C H O R SC H E D U L E - W A L L MO U N T CO N D I T I O N IN . O. C . ) 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 . 'll "l"' 10 . 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 32 9 5 PS I MI N CO N C R E T E HO L L O W CO N C R E T E BL O C K GR O U T - F I L L E D CO N C R E T E BLOCK h-1~ 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 . SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E U) ffi w 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 P S F 40 PS F 30PSF ow 11 . = 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 . ~(l 12 . ED G E DI S T A N C E S AN D EM B E D M E N T RE Q U I R E M E N T S AR E AS FO L L O W S : 4' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 9. 7 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 1 0 . 0 1 2 . 1 . 1 / 4 " IT W SA M M Y SS C 6' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 7. 2 9. 2 9 . 7 10 . 0 9. 3 9. 4 10 . 0 1 0 . 0 12 . 1 . 1 . 2- 1 / 4 " EM B E D M E N T AN D 2 - 1 / 2 " ED G E DI S T A N C E TO CO N C R E T E 8' - 0 " 10 . 0 10 . 0 1 0 . 0 1 0 . 0 5. 9 6. 7 7. 8 9. 7 6. 9 7. 7 9. 0 10.0 12 . 1 . 2 . 1- 1 / 4 " EM B E D M E N T AN D 2- 1 / 2 " ED G E DI S T A N C E TO HO L L O W CO N C R E T E BL O C K 10 ' - 0 " 10 . 0 10 . 0 1 0 . 0 10 . 0 4. 9 5. 6 6. 7 9. 2 5. 8 6. 6 7. 7 9.4 12 . 1 . 3 . 2- 1 / 2 " EM B E D M E N T AN D 2· 1 / 2 " ED G E DI S T A N C E TO GR O U T - F I L L E D CO N C R E T E BL O C K 12 ' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 4. 3 4 . 9 5. 8 7. 2 5. 1 5. 8 6. 8 83 ~ 1 2 . 2 . 1 / 4 " DE W A L T PA N E L M A T E (M A L E OR FE M A L E ) 14 ' - 0 " 9. 0 10 . 0 1 0 . 0 10 . 0 1/ , ., , , 4. 4 5. 2 6. 4 4. 6 5. 2 6. 1 7.4 " 14 ' - 8 " 8. 7 10 . 0 10 , 0 10 . 0 4. 2 5. 0 6. 2 4. 4 5. 0 5. 9 7.2 ..; 12 . 2 . 1 . 1- 3 / 4 " EM B E D M E N T AN D 2- 1 / 2 " ED G E DI S T A N C E TO CO N C R E T E " • • W / / a.. ... N 12 . 2 . 2 . 1- 1 / 4 " EM B E D M E N T AN D 3" ED G E DI S T A N C E TO HO L L O W AN D GR O U T - F I L L E D 16 ' - 0 " 8. 2 9. 4 10 . 0 10 . 0 . , , . , ' / / / 1/ / h ~ • ' ¼ 4. 7 5. 8 4. 1 4. 7 5. 5 6.8 a.. "' CO N C R E T E BL O C K 17 ' - 0 " 7. 8 9. 0 10 . 0 10 . 0 ,, ; , / / , 1 / / / . ' ., , _ 4. 5 5. 6 ,, , , , , , , . 4. 5 5. 3 6.5 :::) w ~ ::f:: :0:2 12 . 2 . 3 . 1- 7 / 8 " EM B E D M E N T AN D 3/ 4 " ED G E DI S T A N C E TO WO O D 18 " - 2 " 7. 4 8. 5 10 . 0 10 , 0 0! : , w , 1 / / / , • 1 / . 4. 3 5. 3 :, ' / / . , ' ; . , ~ " ½ ' . 4. 3 5. 1 6.2 1 2 . 3 . 1 / 4 " DE W A L T HO L L O W - S E T DR O P I N (/) ~ ~ 8 i~@ 12 . 3 . 1 . 7/ 8 " EM B E D M E N T AN D 3- 1 / 2 " ED G E DI S T A N C E TO CO N C R E T E AN D HO L L O W AN D _J CJ ii~ :::, > GR O U T - F I L L E D CO N C R E T E BL O C K <( Ill ,Ii; U1-~ 1 2 . 4 . 1 / 4 " DE W A L T PA N E L M A T E IN S E R T 1-~:C:c ~z o. 1/ 4 " DE W A L T PA N E L M A T E (M A L E OR FE M A L E ) AN C H O R SC H E D U L E · IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . ) wli1h ~~~ 12 . 4 . 1 . 1- 5 / 8 " EM B E D M E N T AN D 4" ED G E DI S T A N C E TO CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E ~liim; WN 12 . 4 . 2 . 1- 1 / 4 " EM B E D M E N T AN D 3- 1 / 2 " ED G E DI S T A N C E TO HO L L O W CO N C R E T E BL O C K 33 2 3 PS I MI N CO N C R E T E G= 0 . 5 5 MI N . WO O D !;,:c 12 . 4 . 3 . 1- 1 / 2 " EM B E D M E N T AN D 3- 1 / 2 " ED G E DI S T A N C E TO GR O U T - F I L L E D CO N C R E T E BL O C K SP A N BL O C K n hs; 12 . 5 ; 1 / 4" AL L PO I N T S SO L I D - S E T DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E z.., .. 3i "'"" 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 P S F 30 PS F 60 PS F 50 PS F 40 PS F 30 PSF a: :!l Iii~ WzZ 12 . 5 . 1 . 7 / 8 " EM B E D M E N T AN D 3" ED G E DI S T A N C E TO CO N C R E T E AN D HO L L O W AN D 4' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 8. 9 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 10.0 w ... w mi~ GR O U T - F I L L E D CO N C R E T E BL O C K 6' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 6. 5 7. 5 8. 9 10 . 0 10 . 0 10 . 0 10 . 0 10.0 I-~ :c 1 2 . 6 . 1 / 4 " DE W A L T ST E E L DR O P I N > 8' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 5. 2 6. 0 7. 2 8. 9 8. 6 10 . 0 10 . 0 10.0 (/) :c 12 . 6 . 1 . 1" EM B E D M E N T AN D 3- 1 / 2 " ED G E DI S T A N C E TO CO N C R E T E z 12 . 7 . 3 / 8 " DE W A L T ST E E L DR O P I N 10 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 4. 4 5. 1 6. 0 7. 5 7. 1 9. 3 10 . 0 10.0 <( 0 12 ' - 0 " 8. 8 10 . 0 10 . 0 1 0 . 0 / / / . . , ' / / / 4. 4 5. 2 6. 5 6 . 0 7. 1 8. 6 10.0 w z 12 . 7 . 1 . 1- 9 / 1 6 " EM B E D M E N T AN D 5- 1 / 4 " ED G E DI S T A N C E TO CO N C R E T E 1 2 . 8 . 1 / 4 " DE W A L T PO W E R - S T U D (S T A I N L E S S ST E E L ) 14 ' - 0 " 7. 7 9. 0 10 . 0 1 0 . 0 . •1 / / , 4. 6 5. 8 5. 3 6. 2 7 . 5 9.6 14 ' - 8 " 7. 4 8. 7 10 . 0 1 0 . 0 " " · ' :' l " / 4 1/ , - 1 / ; 0 . 4. 5 5. 6 5 . 0 5. 9 7. 2 9.2 12 . 8 . 1 . 2" EM B E D M E N T AN D 3" ED G E DI S T A N C E TO CO N R E T E 16 ' - 0 " 6. 9 8. 1 9. 7 10 . 0 ,, , , , : 1 / / , ; / , / / , 4. 2 5. 2 4. 7 5. 5 6. 7 8.6 12 . 8 . 2 . 2" EM B E D M E N T AN D 5- 1 / 4 " ED G E DI S T A N C E TO GR O U T - F I L L E D CO N C R E T E BL O C K 1 2 . 9 . 1 / 4 " DE W A L T PA N E L M A T E TV A S 17 ' - 0 " 6. 6 7 . 7 9. 2 10 . 0 ' / / Z ~/ . - ;- 1 / / 4 5. 0 4. 4 5. 2 6. 3 8.1 ~u 18 ' - 2 " 6. 2 7 . 2 8. 7 10 . 0 , , n c / / / , 1/ / 2 ' . / / / , 4. 7 4 . 2 4 . 9 6. 0 7 . 7 12 . 9 . 1 . 2" EM B E D M E N T AN D 2- 1 / 2 " ED G E DI S T A N C E TO CO N C R E T E 12 . 9 . 2 . 1- 1 / 4 " EM B E D M E N T AN D 3" ED G E DI S T A N C E TO HO L L O W AN D GR O U T - F I L L E D hi CO N C R E T E BL O C K 12 . 9 . 3 . 1- 7 / 8 " EM B E D M E N T AN D 3/ 4 " ED G E DI S T A N C E TO WO O D 1/ 4 " DE W A L T PA N E L M A T E (M A L E OR FE M A L E ) AN C H O R SC H E D U L E - WA L L MO U N T CO N D I T I O N (I N . O. C . ) _._ 12 . 1 0 . 1 / 4 " DE W A L T PA N E L M A T E FE M A L E ID 33 2 3 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 MI N . WO O D Ii~ 12 . 1 0 . 1 . 1- 3 / 4 " EM B E D M E N T AN D 2- 1 / 2 " ED G E DI S T A N C E TO CO N C R E T E SP A N BL O C K .. 12 . 1 0 . 2 . 1- 1 / 4 " EM B E D M E N T AN D 3" ED G E DI S T A N C E TO HO L L O W AN D GR O U T - F I L L E D DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E CO N C R E T E BL O C K 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 P S F 40 PS F 30 PS F 60 PS F 50 PS F 40 P S F 30 PSF 12 . 1 0 . 3 . 1- 7 / 8 " EM B E D M E N T AN D 3 / 4 " ED G E DI S T A N C E TO WO O D 4' - 0 " 10 . 0 10 . 0 1 0 . 0 1 0 . 0 8. 7 9. 9 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 10.0 6' - 0 " 10 . 0 10 . 0 1 0 . 0 1 0 . 0 6. 4 7. 3 B. 7 10 . 0 B. 9 10 . 0 10 . 0 10.0 I! 8' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 5. 1 5. 9 7. 0 8. 7 7. 2 8. 3 9. 7 10.0 Ii 10 ' - 0 " 9. 4 10 . 0 10 . 0 1 0 . 0 4. 3 5. 0 5. 9 7. 3 6. 1 7. 0 8. 3 10.0 ~- 12 ' - 0 " 8. 2 9. 4 10 . 0 1 0 . 0 '/ . I 4. 3 5. 1 6. 4 5. 3 6. 1 7. 2 8.9 14 ' - 0 " 7. 3 8. 3 9. 9 10 . 0 ,, , , , , •: , ' . ; 1 / / , 4. 6 5. 7 4. 9 5. 5 6. 4 9.0 14 ' - 8 " 7. 0 8. 1 9. 5 10 . 0 ; , , / / / . 4. 4 5. 5 4. 6 5. 3 6. 2 7.7 20-31278 16 ' - 0 " 6. 6 7. 5 8. 9 10 . 0 r 0 0 , : 0 ; : ' / ; ~ 5. 1 4. 3 4. 9 5. 8 7.2 SCALE: 17 ' - 0 " 6. 3 7. 2 8. 5 10 . 0 ,, , ,, . ,1 / / 2 4. 9 4. 1 4. 7 5. 6 6.9 PAGI! DESCRIPT10N1 18 ' - 2 " 6. 0 6 . 8 8. 1 10 . 0 / 4. 7 / / / / , . 1 / / , 4. 5 5. 3 6.6 ~ u 1/ 4 " DE W A L T HO L L O W - S E T DR O P I N AN C H O R SC H E D U L E IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K SP A N - - DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 4' · 0 " 10 . 0 10 , 0 10 . 0 1 0 . 0 5. 2 5 . 9 6. B B. 3 s• . o · 9. 6 10 . 0 10 . 0 1 0 . 0 11 / h / : : O ' , . . 4. 5 5. 2 6. 3 8' - 0 " 7. 7 B. 9 10 . 0 1 0 . 0 1/ / , - : , , 0 1 / , 1/✓,. ; : 0 0 . 4. 3 5. 2 10 ' - 0 " 6. 5 7. 5 B. 9 10 . 0 1 / / h ; · , , ,/ / , - ½ . , , 4. 5 12 · . o · 5. 7 6 5 7. 7 9. 6 •1 / , ~: ( . ½ C H 14 ' · 0 " 5. 1 5. B 6. 9 B. 5 w] - " ,1 / , - , : 14 ' • 8 " 4. 9 5. 6 6. 7 B. 3 ~ 1 / , ~ ½ , ; ~ , / C • 1/ , 16 ' · 0 " 4. 6 5. 3 6. 2 7 . 7 '. ' . - 0 1 / / / , • / / / , ;. 1 / , , , , . 17 ' • 0 " 4. 4 5. 0 5. 9 7. 4 ~' / / / / ~-- 1 / / 4 ½ ½ 18 " · 2 " 4. 1 4. 8 5. 7 7. 0 .z , / ✓, ½': % ' . · ; , , 1/ 4 " DE W A L T HO L L O W . S E T DR O P I N AN C H O R SC H E D U L E WA L L MO U N T CO N D I T I O N (I N . 0. C . ) 40 0 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E - · - - - - - - DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 4' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 B. 3 9. 7 10 . 0 10 . 0 6' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 5. 7 6. 8 8. 3 10 . 0 8' - 0 " 8. 4 9. 7 10 . 0 10 . 0 4. 4 5. 2 6. 4 B. 3 10 ' - 0 " 7. 0 8. 1 ·s : r · - - - 1 0 . 0 i! ' 7 ~ 4. 3 5. 2 -- -6 ~ E I 12 ' - 0 " 6. 0 7. 0 B. 4 10 . 0 I 4. 4 5. 7 14 ' - 0 " 5. 3 6. 2 7. 4 9. 3 ec . · 5. 0 14 ' - 8 " 5. 1 5. 9 7. 1 9. 0 ,. » 01 / X @ 4. 8 16 ' - 0 " 4. B 5. 5 6. 6 8. 4 . •1 / , 0 . 4. 4 17 ' - 0 " 4. 5 5. 3 6. 3 8. 0 ½ >' l 4. 2 18 ' - 2 " 4. 3 5. 0 6. 0 7. 6 1/ 4 " AL L PO I N T S SO L I D - S E T AN C H O R SC H E D U L E - IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . ) 30 0 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 4' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 6' - 0 " 10 . 0 10 , 0 10 . 0 1 0 . 0 1 0 . 0 10 . 0 10 . 0 10 , 0 8' · 0 " 10 . 0 10 . 0 1 0 . 0 1 0 . 0 B. 0 9. 3 10 . 0 10 . 0 10 ' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 6. B 7. B 9. 3 10 . 0 12 ' - 0 " 10 , 0 10 . 0 10 . 0 1 0 . 0 5. 9 6. B B. 0 10 . 0 14 ' - 0 " 9. 0 10 . 0 10 . 0 10 , 0 5. 2 6. 0 7. 1 8. 9 14 ' - 8 " 8. 7 10 . 0 10 . 0 1 0 . 0 5. 0 5. B 6. 9 8. 6 16 ' - 0 " 8. 1 9. 4 10 . 0 1 0 . 0 4. 7 5. 4 6. 4 8. 0 17 ' - 0 " 7. 7 B. 9 10 . 0 1 0 . 0 4. 4 5. 1 6. 1 7. 7 18 ' - 2 ' 7. 3 B. 5 10 . 0 1 0 . 0 4. 2 4 . 9 5. B 7. 3 1/ 4 " AL L PO I N T S SO L I D - S E T AN C H O R SC H E D U L E - WA L L MO U N T CO N D I T I O N (I N . O. C . ) 30 0 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 P S F 60 PS F 50 PS F 40 P S F 30 PS F 4' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 10 , 0 10 . 0 6' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 8' - 0 " 10 . 0 1 0 . 0 10 . 0 1 0 . 0 B.1 9. 3 10 . 0 10 . 0 10 ' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 6. B 7. 8 9. 3 10 . 0 12 ' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 5. 9 6. 8 8. 1 10 . 0 14 ' • 0 " 9. 1 10 . 0 10 . 0 10 . 0 5. 2 6. 0 7. 1 B. 9 14 ' - B " 8. B 10 . 0 10 . 0 10 . 0 5. 0 5 . 8 6. 9 B. 6 16 ' - 0 " B. 2 9. 5 10 . 0 10 . 0 4. 7 5. 4 6. 4 B. 1 17 ' - 0 " 7. B 9. 0 10 . 0 10 . 0 4. 4 5. 1 6. 1 7. 7 18 ' - 2 " 7. 4 8. 5 10 . 0 10 . 0 4. 2 4 . 9 5. 8 7. 3 1/ 4 " DE W A L T PA N EL M A TE IN S E R T AN C H O R SC H E D U L E - IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . l 27 0 0 PS I MI N CO N C R E T E HO L L O W CO N C R E T E BL O C K GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 P S F 50 PS F 40 PS F 30 P S F 60 PS F 50 PS F 40 P S F ~p ~ ~ - 80 PS F 50 PS F 40 PS F -1 - _3 1 ! _ ~ - ~ - ' = - - 4• : o • · - -- - - 10 . 0 - · - - 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 6' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 9. 7 10 . 0 10 . 0 10 . 0 1 0 . 0 1 0 . 0 10 . 0 I 10 . 0 8' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 7. B 9. 0 10 . 0 10 . 0 7. 9 9. 2 10 . 0 I 10 . 0 10 ' - 0 " B. 6 10 . 0 10 . 0 10 . 0 6. 5 7 . 5 9. 0 10 . 0 6. 6 7 . 7 9. 2 I 10 . 0 12 ' - 0 " 7. 3 B. 6 10 . 0 10 . 0 5. 8 6. 5 7. B 9. 7 5. 7 6. 6 7. 9 I 10 . 0 14 ' - 0 " 6. 4 7 . 5 9. 2 10 . 0 5. 0 5 . 7 6. 9 B. 6 5. 1 5. 9 7. 0 I B. B 14 ' • 8 " 6. 1 7. 2 B.B 10 . 0 4. 8 5. 5 6. 6 8. 3 4. 9 5. 6 6. 8 I 8. 5 16 ' - 0 " 5. 7 6. 7 B.1 10 . 0 4. 4 5. 2 6. 2 7. B 4. 5 5. 3 6. 3 I 7. 9 17 ' - 0 " 5. 4 8. 3 7. 7 10 . 0 4. 2 4 . 9 5. 9 7. 4 4. 3 5. 0 6. 0 I 7. 6 18 ' - 2 " 5. 1 6. 0 7. 3 9. 4 4. 6 5. 6 7. 0 4. 1 4. 7 5. 7 I 7. 2 1/ 4 " DE W A L T PA N EL M A TE IN S E R T AN C H O R SC H E D U L E - WA L L MO U N T CO N D I T I O N <I N . O. C . ) 27 0 0 PS I MI N CO N C R E T E HO L L O W CO N C R E T E BL O C K GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 P S F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 4' - o · 10 . 0 1 0 . 0 10 . 0 1 0 . 0 1 0 . 0 1 0 . 0 1 0 . 0 1 0 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 9. 2 10 . 0 1 0 . 0 1 0 . 0 9. 3 10 . 0 10 , 0 10 . 0 8. 3 9. 4 10 . 0 1 0 . 0 7. 4 B. 5 10 . 0 10 . 0 7. 5 B. 6 10 . 0 10 . 0 10 ' - 0 " 7. 1 B.1 9. 4 10 . 0 6. 2 7. 2 8. 5 10 . 0 6. 3 7. 2 B. 6 10 . 0 12 ' - 0 " 6. 2 7. 1 B. 3 10 . 0 5. 4 6. 2 7. 4 9. 2 5. 5 6. 3 7 . 5 9. 3 14 ' - 0 " 5. 6 6. 3 9. 1 4. 8 5. 5 6. 6 8. 2 4. 9 5. 6 6. 6 B. 3 14 ' • 8 " 5. 4 6. 1 7. 2 5. 4 6. 4 B. 0 16 ' - 0 " -- - 5 . 1 - - 5. 8 6. 8 5. 1 6. 0 7 . 5 17 ' · 0 " 4. 8 5. 5 6. 5 4. 8 5. 7 7. 1 18 ' - 2 " 4. 6 5. 3 6. 2 7. 6 4. 5 5. 4 6. 7 4. 6 5. 4 6. B 1/ 4 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E 31 8 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . ) IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E 40 0 0 PS I MI N CO N C R E T E SP A N DE S I G N PR E S S U R E SP A N DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 P S F 60 PS F 50 P S F 40 P S F 30 PS F 4' - 0 " 10 . 0 1 0 . 0 10 . 0 1 0 . 0 4' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 6' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 6' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 8' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 8" - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 10 · - o · 10 . 0 1 0 . 0 10 . 0 10 . 0 10 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 12 ' - 0 " 9. 4 10 . 0 10 . 0 10 . 0 12 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 14 • . o a B. 3 9. 8 10 . 0 10 . 0 14 ' - 0 " 10 . 0 10 . 0 1 0 . 0 10 . 0 14 ' • 8 " B. 0 9. 2 10 . 0 10 . 0 14 ' - 8 " 10 . 0 10 . 0 10 . 0 1 0 . 0 16 ' - 0 " 7. 5 B. 6 10 . 0 10 . 0 16 ' - 0 " 10 . 0 10 . 0 10 . 0 1 0 . 0 17 ' - 0 " 7. 1 B. 2 9. B 10 . 0 17 ' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 18 ' · 2 " 6. 8 7. 8 9. 3 10 . 0 18 ' - 2 " 10 . 0 10 . 0 10 . 0 10 . 0 1/ 4 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E 31 8 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E WA L L MO U N T CO N D I T I O N (I N . O. C . ) WA L L MO U N T CO N D I T I O N (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E 40 0 0 PS I MI N CO N C R E T E SP A N DE S I G N PR E S S U R E SP A N DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 4' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 4' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 6' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 6' - 0 " 10 . 0 1 0 . 0 1 0 . 0 10 . 0 8' - 0 " 10 . 0 1 0 . 0 10 . 0 1 0 . 0 8' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 10 ' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 10 ' - 0 " 10 . 0 1 0 . 0 10 . 0 10 . 0 12 · - o · 9. 5 10 . 0 10 . 0 1 0 . 0 12 ' - 0 " 10 . 0 1 0 . 0 1 0 . 0 10 . 0 14 ' - 0 " 8.4 - 9. B 10 . 0 1 0 . 0 14 ' - 0 " 10 . 0 1 0 . 0 1 0 . 0 10 . 0 14 ' - 8 " 8. 1 9. 4 10 . 0 1 0 . 0 14 ' - 8 " 10 . 0 1 0 . 0 10 . 0 10 . 0 16 ' - 0 " 7. 6 B. B 10 . 0 1 0 . 0 16 ' - 0 " 10 . 0 1 0 . 0 1 0 . 0 1 0 . 0 17 ' - 0 " 7. 2 8. 4 10 . 0 1 0 . 0 17 ' - 0 " 10 . 0 1 0 . 0 1 0 . 0 1 0 . 0 18 ' - 2 " 6. B 7. 9 9. 5 10 . 0 18 ' - 2 " 10 . 0 1 0 . 0 10 , 0 10 . 0 NO T E : SE E SH E E T 7 FO R AN C H O R NO T E S FRANK BENNARDO, PE f-PE00465<l9 CAtt 9885 ~ii"' hL .. l~i~== 20-31278 SCALE: PAGE DESCIUPTIONr 1/ 4 " DE W A L T PO W E R - S T U D AN C H O R SC H E D U L E - IN T E R I O R MO U N T CO N D I T I O N tl N . O. C . 1 40 0 0 PS I MI N CO N C R E T E GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 P S F 50 PS F 40 P S F 30 PS F 60 P S F 50 PS F 40 PS F 30 PS F 4' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 1 0 . 0 6' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 9. S 10 . 0 1 0 . 0 10 . 0 8' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 7. 5 B.B 10 . 0 I 10 . 0 10 ' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 6. 3 7. 3 8. 8 I 10 . 0 12 ' - 0 " B. 6 10 . 0 10 . 0 10 . 0 5. 4 6. 3 7. 5 I 9. 5 14 ' - 0 " 7. 6 8. 9 10 . 0 1 0 . 0 4. 7 5. 5 6. 7 8. 4 14 ' - 8 " 7. 3 8. 5 10 . 0 1 0 . 0 4. 6 5. 3 6. 4 B.1 16 ' - 0 " 6. 8 7 . 9 9. 5 10 . 0 4. 2 4. 9 6. 0 7 . 5 17 ' - 0 " 6. S 7. 5 9. 1 10 . 0 4. 0 4 . 7 5. 7 7. 2 18 ' - 2 " 6. 1 7. 1 8. 6 10 . 0 f' / / / , - ' : • ' l / / 4. 4 5. 4 6. B 1/ 4 " DE W A L T PO W E R - S T U D AN C H O R SC H E D U L E - WA L L MO U N T CO N D I T I O N (I N . O. C . ) 40 0 0 - P S I .:, , - 1 N CO t , i C R E T E - - -- .. -- - - GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E 4' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 6' - 0 " 10 . 0 __ 1~ . : _ ~ _ _ 10 . 0 10 . 0 8. 4 f- ~ 9 = . 6 - - - - . - - j f - 1 = 0 . = 0 8' - 0 " 10 . 0 10 . 0 10 . 0 10 . 0 6. 8 7. 7 10 ' - 0 " 9. 3 10 . 0 1 0 . 0 1 0 . 0 5. 7 6. 6 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 17 ' - 0 " 18 ' - 2 " 6. 1 7. 2 7. 0 6. 5 6. 2 5. 9 9. 3 8. 3 B. O 7. 5 7. 2 6. 6 10 . 0 9. 8 9. 5 6. 9 6. 5 6. 1 10 . 0 5. 0 10 . 0 4. 5 10 . 0 4. 3 10 . 0 4. 0 10 . 0 1/ / / / , ' . , ½ 10 . 0 -1 / / / 4 - : : - · ' l / . 5. 7 5. 1 4. 9 4. 6 4. 4 4. 2 9. 1 7. 7 6. 8 6. 0 5. B 5. 5 5. 2 5. 0 10 . 0 10 . 0 9. 6 B. 4 7. 5 7. 2 6. 6 6. 5 6. 2 1/ 4 " DE W A L T PA N E L M A T E lV A S AN C H O R SC H E D U L E · IN T E R I O R MO U N T CO N D I T I O N IN . O. C J SP A N 6' - 0 " 10 ' - 0 " 60 PS F 10 . 0 10 . 0 10 . 0 10 . 0 33 5 0 PS I MI N CO N C R E T E HO L L O W .A N D GR O U T - F I L L E D CO N C R E T E BL O C K G: : 0 . 5 5 MI N . WO O D DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 10 . 0 1 0 . 0 1 0 . 0 10 . 0 1 0 . 0 10 . 0 10 . 0 1 0 . 0 1 0 . 0 7. 0 5. 7 4. 8 8. 0 6. 5 5. 5 9. 5 7. 7 6. 5 5. 7 5. 0 10 . 0 10 . 0 9. 5 8. 6 8. 0 7. 1 7. 0 6. 0 -- 6. 3 - 5. 3 10 . 0 10 . 0 8. 3 7. 1 6. 2 10 . 0 10 . 0 10 . 0 8. 6 7. 5 14 ' · 8 " 9. 4 10 . 0 1 0 . 0 1 0 . 0 ,, - , u , , - , . - n , 4. 1 4. 9 4. 6 6. 1 5. 0 5. 9 5. 5 7. 2 6. 7 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " SP - " " ' 4' - 0 f l 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " 8. 7 8. 3 7. 9 60 PS F 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 9. 6 9. 2 8. 6 8. 2 7. 8 10 . 0 9. 6 9. 1 10 . 0 10 . 0 10 . 0 10 . 0 // . : / , , , 1 / / 2 un / ✓1// 2 10 . 0 11 " " / ¼ " ~ _ : ' - 0 ; : 'l / F / X / / . 1 4. 4 4. 1 5. 7 4. 7 5. 4 4. 4 5. 2 4. 2 5. 2 4. 9 6. 3 6. 0 1/ 4 " DE W A L T PA N El . M A T E lV A S A N a ; O R SC H E D U L E - WA L L MO U N T CO N D I T I O N (I N . O. C . ) 33 5 0 PS I MI N CO N C R E T E HO L L O W .A N D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 MI N . WO O D BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 50 PS F 40 PS F 30 P S F 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 10 . 0 1 0 . 0 1 0 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 10 . 0 1 0 . 0 1 0 . 0 7. 7 8. 9 10 . 0 10 . 0 8. 9 10 . 0 1 0 . 0 10 . 0 1 0 . 0 1 0 . 0 6. 1 7. 1 8. 4 10 . 0 7. 2 8. 3 9. 7 - 10 . 0 10 . 0 10 . 0 5. 1 5. 9 7. 1 B. 9 6. 1 7. 0 8. 3 10 . 0 10 . 0 10 . 0 4. 4 5. 1 6. 1 7. 7 5. 3 6. 1 7. 2 10 . 0 10 . 0 10 . 0 u , : / , 0 4. S 5. 4 6. 8 4. 8 5. 5 6. 4 10 . 0 10 . 0 10 . 0 4. 3 5. 2 6. 6 4. 6 5. 3 6. 2 9_ . 9 10 . 0 10 . 0 ~~ w,, , } J ' l ' , , , 4. 8 6. 1 4. 3 4 . 9 5. 8 9. 5 10 . 0 1 0 . 0 4. 6 1 5. 8 4. 1 4. 7 5. 6 9. 0 10 . 0 1 0 . 0 ; 1 / / ; 1 / , 0 . ' / / , 4. 4 5. 5 4. 5 5. 3 SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 1T - O - 1~ - 2 · SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " 30 PS F 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 9. 6 9. 2 8. 6 8. 1 7. 7 30 PS F 10 . 0 10 . 0 10 . 0 - - 1 0 . 0 - 8. 9 8. 0 7. 7 7. 2 6. 9 6. 6 60 PS F 10 . 0 10 . 0 10 . 0 10 . 0 8. 8 7. 7 7. 4 6. 9 6. 6 6. 2 60 PS F 10 , 0 10 . 0 10 . 0 9. 4 B. 2 7. 3 7. 0 6. 6 6. 3 6. 0 NO T E : SE E SH E E T 7 1/ 4 " DE W A L T PA N E L M A T E FE M A L E ID AN C H O R SC H E D U L E - IN T E R I O R MO U N T CO N D I T I O N (I N . O. C . ' 33 5 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 MI N . WO O D BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 60 P S F 50 PS F 40 P S F 10 . 0 1 0 . 0 10 . 0 B. 9 10 . 0 10 . 0 1 0 . 0 1 0 . 0 1 0 . 0 1 0 . 0 10 . 0 1 0 . 0 10 . 0 6. 5 7. 5 B. 9 10 . 0 10 . 0 1 0 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 5. 2 6. 0 7 . 2 8. 9 B. 6 10 . 0 10 . 0 10 . 0 10 . 0 1 0 . 0 4. 4 5. 1 6. 0 7 . 5 7. 1 8. 3 10 . 0 10 . 0 10 . 0 10 , 0 . ., , , 4. 4 5. 2 6. 5 6. 0 7. 1 8. 6 9. 0 10 . 0 10 . 0 . "° / / / :,, : 1 _ . 4. 6 S. 8 S. 3 6. 2 7 . 5 8. 7 10 . 0 1 0 . 0 .. . , 4. 5 5. 6 5. 0 5. 8 7. 2 B. 1 9. 7 10 . 0 ,; - 1 / / . 4. 2 5. 2 4. 7 5. 5 6. 7 7. 7 9. 2 10 . 0 :, ' l / / ~ , / / / , - 5. 0 4. 4 5. 2 6. 3 7. 2 8. 7 10 . 0 cw , / , V / / / ; , ½ 4. 7 4. 2 4. 9 6. 0 1/ 4 " DE W A L T PA N E L M A T E FE M A L E lD AN C H O R SC H E D U L E - W A L L MO U N T CO N D I T I O N tl N . O. C . 1 33 5 0 PS I MI N CO N C R E T E DE S I G N PR E S S U R E -- - - - - - - - - - - - - 40 PS F -1 - 3 0 PS F - 50 PS F 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 9. 4 10 . 0 8. 3 9. 9 8. 1 9. 5 7. 5 8. 9 7. 2 8. 5 6. 8 8. 1 I I I 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 10 . 0 SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " HO L L O W AN D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 MI N . WO O D BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 P S F 50 PS F 40 PS F 30 PS F 60 PS F 50 P S F 40 PS F 8. 7 9. 9 10 . 0 1 0 . 0 10 . 0 10 . 0 10 . 0 6. 4 7 . 3 8. 7 10 . 0 8. 9 10 . 0 10 . 0 5. 1 5. 9 7. 0 8. 7 7. 2 8. 3 9. 7 4. 3 s. o 5. 9 7. 3 6. 1 7. 0 8. 3 ~ 1 / , i 4. 3 S. 1 6. 4 S. 3 6. 1 7. 2 f h ~ . 4. 6 5. 7 4. 8 5. 5 6. 4 ' / , 4. 4 5. 5 4. 6 5. 3 6. 2 0 ~ - 4. 1 5. 1 4. 3 4. 9 5. 8 ,z %", , - 4. 9 ll w i 1 4. 7 S. 6 / 1% 11 / , 4. 7 ~m 4. 5 5. 3 1/ 4 " IT W SA M M Y SS C AN C H O R SC H E D U L E · EX T R U S I O N 1 MO U N T (I N . O.C.) 30 PSF 10.0 10.0 10.0 10.0 10.0 9.6 9.2 8.6 8.1 7.7 30PSF 10.0 10.0 10.0 10.0 6.9 8.0 7.7 7.2 6.9 6.6 1" 4 " DE W A L T PA N E L M A T E (M A L E OR FE M A L E ) AN C H O R SC H E D U L E - EX T R U S I O N 1 MOUNT (IN. SP A N 4' - 0 " 6' - 0 " 8' - 0 " 4' - 0 " 6' - 0 " 8' - 0 " O. C . ) 33 2 3 PS I MI N CO N C R E T E G= 0 . 5 5 MI N . WOOD 4. 3 I 4. 9 I 5. 7 I 7. 0 , , , / . { / / / A 4. 5 I 5.3 I 6.4 l' l . / . / 4 ~ % 4. 3 - V/ / , ✓ . (, - 1 / / . h ' l , . , · . 1 , , , , . , 50 PS F 40 PS F 30 PS F 5. 0 5 . 9 4. 4 7. 2 5. 4 4. 4 FO R AN C H O R NO T E S fRANK DCNNARDO, P[ # PE0046549 CA~ 9885 20-31278 PAIi! D!SCRIPflON: 1W A L L PO I N T S SO L I D - S E T AN C H O R SC H E D U L E - EX T R U S I O N 1 MO U N T (I N . O. C . ) 31 8 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E 30 0 0 PS I MI N CO N C R E T E 30 PS F 7. 1 5. 4 4. 4 11 4 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E EX T R U S I O N 1 MO U N T (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E - - - - - - - - - - - - - - - - - SP A N DE S I G N PR E S S U R E 60 PS F I 50 PS F I 40 PS F I 30 PS F 4• . o · 4. o I 4. a I 5. 3 I 6. 5 6' - 0 " 4. o I 4. 9 SP A N 4' - 0 " 6' - 0 " B' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " EX T R U S I O N 1 MO U N T (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 8. 5 9. 6 11 . 2 6. 4 7. 3 8. 5 5. 2 5 . 9 6. 9 0 ½ ~ 5. 1 5. 9 &' / 4 - - 5. 2 , , , / / , ' l l 4. 7 4. 5 , , ~ , 1/ / / , ' . 1 / . / , /1 / , . , '1 / / , • . , , , ;. , / 4 , Z • • :< · 11 4 " DE W A L T PO W E R - S T U D AN C H O R SC H E D U L E - EX T R U S I O N 1 MO U N T (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F I 50 PS F I 40 PS F I 30 PS F 60 PS F I 50 PS F I 40 PS F I 30 PS F 4' - 0 " 4. 1 I 4. 7 I 5. 5 I 6. 7 // / / / / / / A / / / . · " , , • : u ✓.u / / / . , : , / . / J 4. 3 6' - 0 " 4. 1 I 5. \ '. ' , ' / / . ~ ., , , / / , , _ 1W DE W A L T PA N E L M A T E TV A S AN C H O R SC H E D U L E - EX T R U S I O N 1 MO U N T (I N . O. C . ) 33 5 0 PS I MI N CO N C R E T E G= 0 . 5 5 MI N . 'W O O D 30 PS F 12 . 0 10 . 4 8. 5 7. 3 6. 4 5. 7 5. 6 5. 2 5. 0 4. 8 11 4 " DE W A L T PA N E L M A T E FE M A L E ID AN C H O R SC H E D U L E - EX T R U S I O N 1 MO U N T (I N . O. C . ) SP A N 4' - 0 " 6' - 0 " 8' - 0 " 33 5 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K G= 0 . 5 5 MI N . YV O O D 30 P S F 6. 4 4. 9 NO T E : SE E SH E E T 7 FO R AN C H O R NO T E S 11 4 " IT W SA M M Y SS C AN C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T (I N . O. C . l 32 9 5 PS I M I N CO N C R E T E HO L L O W CO N C R E T E BL O C K GR O U T - F I L L E D CONCRETE BLOCK SP A N 60 PS F 4' - 0 " 12 . 0 6' - 0 " 12 . 0 8' - 0 " 9. 7 10 ' . . . Q " 8. 1 12 ' . . . Q " 6. 9 14 ' - 0 " 6. 1 14 ' - 8 " 5. 9 16 ' . . . 0 " 5. 4 17 ' . . . 0 " 5. 2 18 ' - 2 " 4. 9 SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E DESIGN PRESSURE 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 P S F 30 PS F 60 P S F 50 PSF 40PSF 12 . 0 12 . 0 1 2 . 0 6. 9 8. 0 9. 6 12 . 0 9. 2 10.6 12.0 12 . 0 1 2 . 0 1 2 . 0 5. 0 5. 8 6. 9 8. 8 6. 8 7.8 9.2 11 . 3 1 2 . 0 1 2 . 0 4. 5 5. 5 6. 9 5. 4 6.2 7.4 9. 4 11 . 3 1 2 . 0 ., , , 4. 5 5. 8 4. 5 5.2 6.2 8. 1 9. 7 12 . 0 ., . , , , , , , ., , 5. 0 1 / / / , / . • h ' 4.5 5.4 7. \ 8. 6 I 10 . 9 • , ' / 'i l l ' " 4.0 4.8 6. 8 8. 3 10 . 5 4. 2 :, z '/ / 1//~. ·_,-,n., 4.6 6. 4 7 . 7 9. 7 ~- ~ ; ; , , ///,·,·.m 4.3 , 6. 0 7. 3 I 9. 3 / ,, , ' / / / f - : - 4.1 5. 7 8. 9 I 8. 8 ~ J . , •/4 1/ 4 " DE W A L T PA N E L M A T E CM A L E OR FE M A L E ) AN C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T 1N. O.C.) 33 2 3 PS I MI N CO N C R E T E DE S I G N PR E S S U R E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K G=0.55 MIN. WOOD DE S I G N PR E S S U R E DESIGN PRESSURE 4' - o · 12 . 0 12 . 0 1 2 . 0 12 . 0 s. 1 I 6. 6 s. o 10 . 1 0. 1 10.4 12.0 6' - 0 " 9. 4 11 . 0 1 2 . 0 12 . 0 4. 0 I 4. 7 5. 7 7. 2 6. 6 7.6 9.1 SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 11 4 " DE W A L T HO L L O W . S E T DR O P I N AN C H O R SC H E D U L E EX T R U S I O N 2 MO U N T (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F I HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K 1/ 4 " DE W A L T PA N E L M A T E IN S E R T AN C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T (I N . O.C.) 30 PSF 12.0 11.4 9.2 7.8 6.8 6.0 5.8 5.4 5.2 4.9 30 PSF 12.0 11.3 9.1 7.6 6.6 5.8 5.6 5.2 5.0 4.7 27 0 0 PS I MI N CO N C R E T E HO L L O W CO N C R E T E BL O C K GR O U T - F I L L E D CONCRETE BLOCK SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E DESIGN PRESSURE 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PSF 40 PSF 30 PSF 4' - 0 " 11 . 1 12 . 0 12 . 0 I 12 . 0 8. 4 9. 8 11 . 8 12 . 0 8. 6 10.0 12.0 12.0 6' - 0 " 8. 1 9. 3 11 . 1 I 12 . 0 6. 0 7 . 0 8. 4 10 . 7 6. 1 7.1 8.6 10.Q 8' - 0 " 6. 4 7 . 4 8. 9 I 11 . 1 4. 8 5. 4 6. 6 8. 4 4. 8 5.6 6.7 8.6 10 ' - 0 " 5. 4 6. 2 7. 4 9. 3 , r ; , / / 4. 5 5. 4 7. 0 , , 4.6 5.6 7.1 12 ' - 0 " 4. 7 5. 4 6. 4 8. 1 ■ 4. 6 6. 0 '. / , < ;~-,,.✓, 4.8 6.1 14 ' - 0 " 4. 1 4. 8 5. 7 7. 2 ,/ : • ' 4. 1 5. 2 ,,_,, 4.2 5.3 14 ' - 8 " 1/ / / 2 ' . % ' 1 / h 4. 6 5. 5 6. 9 ,- : - , , • 5. 0 . .,_. :,'/'/,, 5.1 16 ' - 0 M va . : ~ m 4. 3 5. 1 6. 4 ;, - : , • • ' 4. 6 , •.··,: ;.-_%W, 4.8 11 · - o · '/ / ✓ , · •.r / ✓ 4. 1 4. 9 6. 1 , r , 4. 4 ,, 4.5 10 · - 2 · 1/ / / . - ~ - 4. 6 5. 8 4. 2 ,, 4.3 20-31278 SCALE! PAGE DESCRIPTION: 1/ 4 " AL L PO I N T S SO L I D - S E T AN C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T IN . O. C . 30 0 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E SP A N BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E SP A N 60 PS F 50 PS F _ '! ~ _ f S F 30 PS F 60 PS F 50 PS F 40 PS F ~Q £ _ ~ _ 4' - 0 " · 12 ~ 0 - 1· 0 ~ 2 - - - - - - - - - - - 12 . 0 12 . 0 12 . 0 8. 7 12 . 0 12 . 0 S- r J ' 10 . 7 12 . 0 12 . 0 12 . 0 6. 1 11 . 1 4' - 0 " 8' - 0 " 8. 3 9. 7 11 . 8 1 2 . 0 8. 7 6' - - 0 n 10 ' - 0 " 6. 8 8. 0 9. 7 12 . 0 7. 2 12 ' - 0 " 5. 8 6. 8 8. 3 10 . 7 6. 1 14 ' - 0 " 5. 0 5 . 9 7. 2 9. 3 5. 4 14 ' - 8 " 4. 8 5. 7 6. 9 9. 0 5. 2 16 ' - 0 " 4. 5 5. 3 6. 4 8. 3 4. 8 8' - 0 " 10 ' - 0 " I 12 ' - 0 " 14 ' - 0 " I 14 ' - 8 " I 17 ' - 0 " 5. 0 6. 1 7. 9 4. 5 16 ' - 0 " 18 ' - 2 " 4. 7 5. 7 7. 4 4. 3 17 ' - 0 " ' 18 ' - 2 " l 1/ 4 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E EX T R U S I O N 2 MO U N T (I N . 0. C . ) 40 0 0 PS I MI N CO N C R E T E SP A N SP A N DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 4' - 0 " 12 . 0 - - -1 2 . - 0 - 12 . 0 1 2 . 0 4' - 0 " 6' - 0 " 6' - 0 ' ' 9. 8 11 . 5 12 . 0 12 . 0 8' - - o · 8' - 0 ' ' 7. 6 8. 9 10 . 9 12 . 0 10 ' - 0 " 10 ' - 0 " 6. 2 7. 3 8. 9 11 . 5 12 ' - 0 " 12 ' - 0 " 5. 3 6. 2 7. 6 9. 8 14 ' - 0 " 14 ' - 0 " 4. 6 5. 4 6. 6 8. 6 14 ' - 8 " 14 ' - 8 " 4. 4 5. 2 6. 4 8. 2 16 ' - 0 " 16 ' - 0 " 4. 1 4. 8 5. 9 7. 6 17 ' - 0 " 17 ' - 0 " •, u ; ' , • 1 / h 4. 6 5. 6 7. 2 18 ' - 2 " ij " , , W ~ 4. 3 5. 2 6. 8 18 ' - 2 " 3/ 8 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E EX T R U S I O N 2 MO U N T (I N . 0. C . ) 40 0 0 PS I MI N CO N C R E T E SP A N DE S I G N PR E S S U R E 60 PS F 50 P S F 40 PS F 30 PS F 4' - 0 " 12 . 0 1 2 . 0 1 2 . 0 1 2 . 0 6' - 0 " 12 . 0 1 2 . 0 12 . 0 1 2 . 0 8' - 0 " 12 . 0 1 2 . 0 1 2 . 0 1 2 . 0 10 ' - 0 " 12 . 0 1 2 . 0 1 2 . 0 1 2 . 0 12 ' - 0 " 11 . 2 1 2 . 0 1 2 . 0 1 2 . 0 14 ' - 0 " 9. 8 11 . 5 12 . 0 1 2 . 0 14 ' - 8 " 9. 4 11 . 0 12 . 0 12 . 0 16 ' - 0 " 8. 6 10 . 2 12 . 0 12 . 0 17 ' - 0 · -- a T - 9. 7 11 . 8 12 . 0 18 ' - 2 " 7. 7 9. 1 11 . 1 12 . 0 1W DE W A L T PO W E R - S T U D AN C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T 'I N . o. c . \ 40 0 0 PS I MI N CO N C R E T E GR O U T - F I L L E D CO N C R E T E BL O C K SP A N DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 12 . 0 12 . 0 12 . 0 12 . 0 8. 1 9. 4 11 . 2 12 . 0 6' - 0 " 8. 2 10 . 8 1 2 . 0 12 . 0 5. 8 6. 7 8. 1 10 . 2 8' - 0 " 7. 2 8. 4 10 . 2 12 . 0 4. 5 5. 3 6. 4 8. 1 10 ' - 0 " 6. 0 7 . 0 8. 4 10 . 8 w: , 4. 4 5. 3 6. 7 12 ' - 0 " 5. 1 6. 0 7. 2 9. 2 1/ h : 14 ' - 0 " 4. 5 5. 2 6. 3 8. 1 14 ' - 8 " 4. 3 5. 0 6. 1 7. 8 _ 1~ · : o : _ _ WZ ~ - Y / 2 . 1 _ _ _ 4: ~ - 11 · - o · Vf f ✓~m . 4. 4 5. 6 7. 2 Y / / / , 0 • 0 5. 4 6. 9 V/ h 1 / . < n 18 ' - 2 " M.: ~ • ~ / , , 1 ~ 4. 2 5. 1 6. 5 W A ~ 1/ 4 " DE W A L T PA N E L M A T E TV A S A N C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T (I N . O. C . ) 33 5 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 MI N . WO O D BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 P S F 60 PS F 50 PS F 40 P S F 30 PS F 60 PS F 50 PS F 40 PS F 12 . 0 12 . 0 12 . 0 1 2 . 0 6. 2 7. 3 8. 8 11 . 3 9. 1 10 . 4 12 . 0 11 . 6 12 . 0 12 . 0 12 . 0 4. 3 5. 1 6. 2 8. 0 6. 6 7. 6 9. 1 9. 1 10 . 6 12 . 0 1 2 . 0 ; ' / h , ; u , 1/ / / 2 ,, . 4. 8 6. 2 5. 2 6. 1 7. 2 7. 4 8. 7 10 . 6 12 . 0 m ¼ 1 / / 2 ., , , . - , , . 5. 1 4. 4 5. 1 6. 1 6. 3 f: 4 9. 1 11 . 6 'M ~ : - ✓✓ r// / • • ' / . 4. 3 - 1/ / . ) 1 / ' l l 4. 4 5. 2 5. 5 6. 5 7. 9 10 . 2 WY , ; · , ✓-r / / , ~ I ;, 1 / / 2 < 4. 6 5. 3 6. 2 7. 6 9. 8 -~ / , . ·, ., , : 0 , 4. 5 4. 9 5. 8 7. 0 9. 1 : : i : .: ;~ [W 0 . 4. 6 5. 5 6. 7 8. 6 , z ' ; 1 / / f f u , ' / / / . ' 4. 4 51 8. 3 8. 1 / , . / , , / 4 1/ 4 " DE W A L T PA N E L M A T E FE M A L E ID AN C H O R SC H E D U L E - EX T R U S I O N 2 MO U N T CI N . O. C . ) 33 5 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 MI N . WO O D DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 12 . 0 1 2 . 0 12 . 0 9. 4 11 . 0 12 . 0 7. 4 8. 6 10 . 4 6. 1 7. 1 8. 6 5. 2 6. 1 7. 4 4. 6 5. 4 6. 5 4. 4 5. 1 6. 2 4. 1 4. 8 5. 8 r/ / J : ✓-'/ / . 4. 5 5. 5 'h ' f _ , ' , , ' r / ✓ 4. 3 5. 2 NO T E : SE E SH E E T 7 FO R AN C H O R NO T E S 30 PS F 60 PS F 12 . 0 5. 7 12 . 0 4. 0 12 . 0 ~:/~ ~ 11 . 0 -- - · · · · { i - · ~ ~ 8. 0 •• 7. 4 r / / / Z , ' l 7. 0 11 / / / . / , : · 6. 6 11 / / / 2 · ( , BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 6. 6 8. 0 10 . 1 9. 1 10 . 4 12 . 0 4. 7 5. 7 7. 2 6. 6 7. 6 9. 1 1/ / , , ; , ' _ / , < 4. 4 5. 7 5 . 2 6. 1 7. 2 IJ ; , , 4. 7 4. 4 5. 1 6. 1 ~- 4. 0 . 4 . 4 __ _ .§ : . . 2 _ ~ :T , ~ ,< W / . 4. 6 . . .; " ' 1/ - - , 1 - 1 / , 1 / / 2 ,, . ., . ; , ; 4. 5 • • , • ~- ' l . 4. 2 ~ 1/ , • • .. z , ~ ,.. , . . ,% ;, w & . 30 PS F 12 . 0 11 . 3 9. 1 7. 6 6. 6 5. 8 5. 6 5. 2 5. 0 4. 7 30 PS F 12 . 0 11 . 3 9. 1 7. 6 6. 6 - ~ 5. 6 5. 2 5. 0 4. 7 FRANK BENNARDO, PE # PE0046549 CA# 9885 ~ ii .. hi .. iiii~_u IU ... 20-31278 SCALE: PAGE DESCRIPTION1 SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " SP A N 4' - 0 " 6' - 0 " B' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' • 0 " 18 ' - 2 " SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " B. B 7. 2 10 . 1 B. 2 7. 0 6~ 5. 5 5. 3 5. 0 4. B 4. 5 1/ 4 " IT W SA M M Y SS C M- I C H O R SC H E D U L E - BU I L D OU T TU B E MO U N T (I N . O. C . ) 11 . 8 1 2 . 0 9. 6 11 . B 8 2 10 . 1 7. 2 8. 8 6. 4 7 . 9 6. 2 7 . 7 5. B 7. 2 5. 6 6. 9 5. 3 6. 6 1/ 4 " DE W A L T PA N E L M A T E (M A L E OR FE M A L E ) AN C H O R SC H E D U L E - BU I L D OU T TU B E MO U N T (I N . 0. C . ) 33 2 3 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E G= 0 . 5 5 M I N . W O O D BL O C K DE S I G N PR E S S U R E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F I 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F B. 7 9. 9 11 . 6 12 . 0 .•. , 4. 0 I 4. 7 5. B 6. 7 7 . 6 8. 9 6. 5 7. 4 B. 7 10 . 7 ~. •/ · 4. 4 5. 1 5. 8 B. 7 5. 3 6. 0 7. 1 B. 7 , ' / / / ' / / / N 4. 1 4. 7 5. 5 4. 5 5. 1 6. 0 7. 4 ' h 1/ / / 4 ~% " - ~ · I ½ ~ 4. 0 4. 7 1 / / 4 , . 4. 5 5. 3 6. 5 ,,, 1/ / , . fi ' . -; . : ; . , . ~ r, , , , 'l . 1 z . ( . 9 . : 4. 1 0 1 ❖, 4. 0 4. 7 5. B (r , ' 0 %' : ½ ,. ~- ✓ ¼ '/ / / 4 · , / / , ' , 1/ / / . / , ' / / 4 4. 6 5. 6 ,, · , , , - , v , / . • . , , , z , - ,1 / / , , • -½ , z , / / / / , , , , 4. 3 5. 3 ~ :» ~ 7 / , , , '/ / / . '.~ W i · 0 :: ~ , u n . W / , 4. 1 5. 1 V/ / 4 " ✓, ~, ; ; ; , 4. B · 0 ½ '• ' / / . l' / / 4 ' . .r , : 0 ' , 1/ 4 " DE W A L T PA N EL M A TE IN S E R T AN C H O R SC H E D U L E - BU I L D OU T TU B E MO U N T (I N . O. C . ) B. 5 7. 0 5. 9 5. 2 4. 7 4. 5 4. 3 4. 1 30 PS F 10 . 9 B. 2 6. 7 5. B 5. 1 4. 5 4. 4 4. 1 , / / 4 - · . w 1/ / / 4 ~ , 1 / h 1/ 4 " AL L PO I N T S SO L I D - S E T AN C H O R SC H E D U L E - BU I L D OU T TU B E MO U N T IN . O. C . HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K SP A N 30 0 0 PS I MI N CO N C R E T E DE S I G N PR E S S U R E DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 1/ 4 " DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E 3.1 8 f f DE W A L T ST E E L DR O P I N AN C H O R SC H E D U L E BU I L D OU T TU B E MO U N T (I N . O. C . ) BU I L D OU T TU B E MO U N T (I N . O. C . ) 40 0 0 PS I MI N CO N C R E T E 40 0 0 PS I MI N CO N C R E T E SP A N DE S I G N PR E S S U R E SP A N DE S I G N PR E S S U R E 60 PS F 50 PS F 40 PS F 30 PS F 60 PS F 50 PS F 40 PS F 30 PS F 4' - 0 " B. 5 9. 7 11 . 4 12 . 0 4' - 0 " 12 . 0 12 . 0 1 2 . 0 1 2 . 0 6' - 0 " 6. 3 7. 2 B. 5 10 . 5 6' - 0 " 12 . 0 1 2 . 0 1 2 . 0 1 2 . 0 8' - 0 " 5. 1 5. 9 6. 9 B. 5 B' - 0 " 10 . 9 1 2 . 0 1 2 . 0 1 2 . 0 10 ' - 0 " 4. 4 5. 0 5 . 9 7. 2 10 ' - 0 " 9. 2 10 . 6 1 2 . 0 12 . 0 12 ' - 0 " , , , , ~ . 4 . 4 5. 1 6. 3 14 ' - 0 " _. , , / , ' 4. 6 5. 7 14 ' · 8 " . ~ 4. 4 5. 5 16 ' - 0 " 4. 2 5. 1 12 ' - 0 " B. 1 9. 2 10 . 9 12 . 0 14 ' - 0 " 7. 2 B. 3 9. 7 12 . 0 14 ' - B " 7. 0 B. 0 9. 4 11 . 6 16 ' - 0 " 6. 5 7 . 5 B. 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' . 4. 8 ,z ' . 1 % '% 0 z ; , ; ~ 4. 6 DE S I G N PR E S S U R E DE S I G N PR E S S U R E -- - 6 0 P S F ! 50 PS F . 40 PS F -3 Q PS F 60 PS F 50 PS F 40 PS F 5. 3 t 6. 1 7 . 1 8. 7 5. 5 6. 3 7. 3 V/ 4 5 . . . 6. 6 4. 1 4. 7 5. 5 4. 3 5. 3 V/ 4 - Z ,. , - z ; ~ 4. 5 ~1 / / 2 4. 5 1 / l l Z fi ' : ~ : : ; 1// _ , : ; . : : ; : . . , , , . . 0 , : ;, ' / / 4 - , : : ,. , P,; ; ) 1 / . , . : ~ v,:; 0 ½ ( , .. . . , ; fi ' . . ~ · / ' / / / / , ' , •, ,Z . 1 / / / , , / / A / / / , ; / ~~ ~... - : ; . 15 / / . % • : 11 4 " DE W A L T PA N E L M A T E FE M A L E ID AN C H O R SC H E D U L E - BU I L D OU T TU B E MO U N T (I N . O. C . } 33 5 0 PS I MI N CO N C R E T E HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K DE S I G N PR E S S U R E 50 PS F 40 PS F 9. 9 ·1 f . · s - 7. 4 B. 7 6. 0 7. 1 5. 1 6. 0 4. 5 5. 3 4. 0 4. 7 "/ / , , ~ · ✓ / 4. 6 ,1 / , ' , - , : n , 4. 3 ~ - { · 1 / / 4 4. 1 30 PS F 60 PS F - - 1f o -- ¾% 1 / / h ' 10 . 7 1/ / H ; · u . - B. 7 7. 4 6. 5 5. 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SP A N 4' - 0 " 6' - 0 " 8' - 0 " 10 ' - 0 " 12 ' - 0 " 14 ' - 0 " 14 ' - 8 " 16 ' - 0 " 17 ' - 0 " 18 ' - 2 " NO T E : SE E SH E E T 7 FO R AN C H O R NO T E S 60 PS F 10 . 3 7. 7 6. 2 5. 3 33 5 0 PS I MI N CO N C R E T E DE S I G N PR E S S U R E 50 PS F 40 PS F 11 . 8 B.B 7. 1 12 . 0 10 . 3 B. 4 HO L L O W AN D GR O U T - F I L L E D CO N C R E T E BL O C K 60 PS F G= 0 . 5 5 MIN. WOOD DE S I G N PRESSURE 50 PS F 40 PSF 30 PSF 10.9 B.2 6.7 5.B 5.1 FRANK BENNARDO, PE t PE0046549 CA:a: 9885 20-31278 SCALE: PAGE DESCRIPT1ONI ST R U C T U R A L NO T E S : 1. TH I S NO N PO R O U S SY S T E M HA S BE E N VE R I F I E D FO R CO M P L I A N C E IN AC C O R D A N C E WI T H TH E SE V E N T H ED I T I O N OF TH E FL O R I D A BU I L D I N G CO D E (2 0 2 0 FB C ) FO R US E WI T H I N AN D OU T S I D E TH E HI G H VE L O C l l Y HU R R I C A N E ZO N E . TH E AD E Q U A C Y FO R IM P A C T , DE F L E C T I O N AN D FA T I G U E RE S I S T A N C E HA S BE E N VE R I F I E D IN AC C O R D A N C E WI T H AP P R O P R I A T E SE C T I O N S OF TH E AB O V E RE F E R E N C E D CO D E , IN C L U D I N G TE S T I N G ST A N D A R D S : TA S 20 1 , 2 0 2 AN D 20 3 ; AS T M E 3 3 0 - 0 2 , AS T M E 1 8 8 6 - 0 5 AN D AS T M E 1 9 9 6 - 0 5 . SE E LI S T OF RE P O R T S ON SH E E T 1 OF 10 . 2. DE S I G N PR E S S U R E RE Q U I R E M E N T S OF A SP E C I F I C SI T E SH A L L BE DE T E R M I N E D BY OT H E R S IN CO N F O R M A N C E TO SE C T I O N 16 0 9 OF TH E FB C FO R A BA S I C WI N D SP E E D (A L L O W A B L E ST R E S S DE S I G N ) AS RE Q U I R E D BY TH E JU R I S D I C T I O N WH E R E TH E SY S T E M WI L L BE IN S T A L L E D . UL T I M A T E DE S I G N LO A D S (U D L ) DE T E R M I N E D BY AS C E 7 - 1 6 SH A L L BE RE D U C E D TO AL L O W A B L E ST R E S S DE S I G N LO A D S {A S D ) BY MU L T I P L Y I N G TH E UD L BY 0. 6 TO CO M P A R E TH E M TO TH E AS D PR E S S U R E RA T I N G S SH O W N ON SH E E T 2. US E OF DI R E C T I O N A L l l Y FA C T O R Kd = 0 . 8 5 IS AL L O W E D . 3. IM P A C T AN D FA T I G U E RE S I S T A N C E HA S BE E N DE T E R M I N E D IN AC C O R D A N C E WI T H TH E FB C SE C T I O N 16 0 9 . 1 . 2 . LA R G E MI S S I L E AS LI S T E D HE R E I N . 4. NO 3 3 - 1 / 3 % IN C R E A S E IN AL L O W A B L E ST R E S S IN C R E A S E HA S BE E N US E D IN TH E DE S I G N OF TH I S PR O D U C T . A 1. 6 WI N D LO A D DU R A T I O N FA C T O R WA S US E D TO CA L C U L A T E SC R E W SP A C I N G S FO R LA G SC R E W S IN T O WO O D . 5. 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 ) DE T A I L E D HE R E I N IS GE N E R I C AN D DO E S NO T PR O V I D E IN F O R M A T I O N FO R A SP E C I F I C SI T E . IF SI T E CO N D I T I O N S 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 HE R E I N , A LI C E N S E D EN G I N E E R OR RE G I S T E R E D AR C H I T E C T SH A L L PR E P A R E SI T E SP E C I F I C DO C U M E N T S TO BE US E D IN CO N J U N C T I O N WI T H TH I S DO C U M E N T . 6. TH E CO N T R A C T O R AN D / OR PE R M I T HO L D E R IS 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 OF TH I S SY S T E M , IN C L U D I N G VE R I F Y I N G TH E AD E Q U A C Y OF TH E EX I S T I N G ST R U C T U R E TO WI T H S T A N D TH E NE W SU P E R I M P O S E D LO A D S SH O W N BE L O W AN D 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 TH E SY S T E M IS TO BE AT T A C H E D TO EN S U R E PR O P E R AN C H O R A G E . 7. 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 LI C E N S E D EN G I N E E R OR AR C H I T E C T WH O WI L L 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 WI L L 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 PE D . TH E 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 PE D EN G I N E E R SH A L L SU B M I T TO TH I S EN G I N E 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 . 8. TH I S PE D SH A L L BE A R TH E DA T E AN D OR I G I N A L SE A L 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 RE G A R D L E S S OF IT S AV A I L A B I L l l Y FR O M TH E FL O R I D A PR O D U C T AP P R O V A L WE B S I T E . 9. TH I S SY S T E M MA Y AL S O BE IN S T A L L E D HO R I Z O N T A L L Y FO L L O W I N G IN S T A L L A T I O N DE T A I L S SH O W N HE R E I N . 10 . <R E S E R V E D > 11 . CO R R U G A T E D PA N E L LI M I T A T I O N S OF US E : TH E MA X I M U M SI Z E SH A L L BE 25 PS F MA X . PR E S S U R E @1 3 5 IN C H E S MA X I M U M WI D T H (C E N T E R / CE N T E R OF WA L L FA S T E N E R S ) . SE E TA B L E S ON SH E E T 2 o f 10 . 12 . FL A T PA N E L LI M I T A T I O N S OF US E : TH E MA X I M U M AL L O W A B L E DE S I G N PR E S S U R E S AR E : +6 0 P S F /- 6 0 P S F . SE E TA B L E S ON SH E E T 2 OF 10 . 13 . FO R DE T E R M I N I N G IN T E R N A L PR E S S U R E IN TH E AB O V E RE F E R E N C E D CO D E S , TH I S PR O D U C T IS CL A S S I F I E D AS NO N - P O R O U S WI T H A PO R O S l l Y OF LE S S TH A N 10 % FO R TH E CO N D I T I O N S SH O W N IN 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 . CL E A R PA N E L S MU S T CO M P L E T E L Y CO V E R AN OP E N I N G IN AL L DI R E C T I O N S . SE E EN D CA P BU I L 0 OU T DE T A I L ON SH E E T 8 OF 10 . 14 . AL L SC R E W S TO BE ST A I N L E S S ST E E L 30 4 OR GA L V A N I Z E D A3 0 7 ST E E L AL L BO L T S TO BE AS T M A3 0 7 , GA L V A N I Z E D OR 30 4 SE R I E S ST A I N L E S S ST E E L . 15 . PA N E L OR PA N E L S CA N BE US E D AD J A C E N T TO OT H E R AP P R O V E D CO R R U G A T E D SY S T E M S . 16 . SU P P O R T B R A C K E T S AN D AN C H O R S : A. AN C H O R S IN T O TH E SU P P O R T SU B S T R U C T U R E ( WA L L , CE I L I N G S , BE A M S AN D FL O O R S ) SH A L L BE IN S T A L L E D PE R MA N U F A C T U R E R ' S RE Q U I R E M E N T S . B. TH E AN C H O R SP A C I N G SH O W N ON SH E E T S 2, 6, 7, 8, 9, & 10 o f 10 , IN D I C A T E D FO R 1 / 4 " an d 3 / 8 " DI A M E T E R S RE F E R TO CE N T E R OF SU P P O R T I N G BR A C K E T S . C. TH E AN C H O R SP A C I N G CH A R T S AR E BA S E D ON A RE M O V A L BR A C K E T SY S T E M US I N G MA L E PA N E L M A T E S WI T H WI N G N U T S , FE M A L E PA N E L M A T E S , SA M M Y ' S AN D DR O P - I N AN C H O R S WI T H SI D E W A L K BO L T S . TA P C O N S OF TH E SA M E SI Z E MA Y BE SU B S T I T U T E D FO R PE R M A N E N T BR A C K E T IN S T A L L A T I O N S . IT W MA X I - S E T TA P C D N S MA Y BE US E D . 0. AN C H O R 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 S OF EL C O UL T R A C O N S , IT W TA P C O N S OR AL L PO I N T S TA P C O N S . SU B S T R U C T U R E EM B f D M E N T ED G E DIS T A N C E HO L L O W BL O C K 1- 1 / 4 IN C H 12 D DR PE R MA N U F A C T U R E R ' S SP r o A C A T I D N S GR O I / T Fl l l E D DR KS I CO N C R E T E 1- J / 4 IN C H 12 D DR PE R MA N U F A C T U R E R ' S SP E C I A C A T I D N S 4 KS! CO N C R E T E OR 2 KS! CO N C R E T E 1- J / 4 IN C H 12 D OR PE R MA N U F A C T U R E R ' S SP E . C I A C A T I D N S WO O D OR TIM B E R 8 D J/ 4 IN C H E. NO EM B E D M E N T IN T O NO N - S T R U C T U R A L MA T E R I A L SU C H AS ST U C C O , SI D I N G AN D PA Y E R S SH A L L BE IN C L U D E D AS PA R T OF TH E EM B E D M E N T RE Q U I R E M E N T . 17 . ST E E L SU R F A C E S TO BE PL A C E D IN CO N T A C T WI T H AL U M I N U M SH A L L BE GI V E N ON E CO A T OF ZI N C CH R O M A T E PR I M E R IN AC C O R D A N C E WI T H FE D E R A L SP E C NO . : TT P - 6 4 5 , OR BE GA L V A N I Z E D . 18 . MA X I M U M DE S I G N PR E S S U R E VE R S U S PA N E L SP A N SH O W N ON SH E E T 2 o f 1 0. IN T E R P O L A T I O N IS AL L O W E D IN BE T W E E N TW O SP A N S TO OB T A I N SP A C I N G S NO T LI S T E D . 19 . AL L AL U M I N U M AL L O Y S SH A L L BE 60 6 3 - T 6 , 60 6 1 - 1 5 , 6 0 6 1 - T 6 OR 60 0 5 - T 5 . 20 . AN C H O R I N G OR LO A D I N G CO N D I T I O N S OT H E R TH A N TH O S E SH O W N IN TH E S E DE T A I L S AR E NO T PA R T OF TH I S AP P R O V A L . 21 . TR A C K S MA Y BE CU R V E D TO FO L L O W TH E IN S T A L L A T I O N PR O F I L E AR O U N D AR C H E S AN D RA D I I . 22 . PA N E L ' S MA N U F A C T U R E R LA B E L SH A L L BE PL A C E D ON A RE A D I L Y AN D VI S I B L E LO C A T I O N ON TH E PA N E L . 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 SH A L L RE A D AS FO L L O W S : UL T R A T E K WO R L W I D E 38 0 1 N. Wa s h i n g t o n Bl v d . Sa r a s o t a , FL 34 2 3 4 FL O R I D A PR O D U C T AP P R O V A L NU M B E R : FL - X X X X . OP E N I N G NO . : XX 23 . TH I S DO C U M E N T IN IT S EN T I R E l Y WI L L BE CO N S I D E R E D IN V A L I D IF I T IS AL T E R E D BY AN Y ME A N S OR DO E S NO T BE A R TH E DA T E AN D OR I G I N A L SE A L 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 . PO L Y C A R B O N A T E SO U R C E S RESULT TY P I C A L PR O P E R T I E S ST A N D A R D SA B I C ..... WC A N 10 3 RE S t N MA K R O l O N 3103 PALRAM PAI.SUN M m W ! K f i l , Tf N S I L E Y I E L O ST R E N G T H f. ~ - ~ ~ ~ - ~ T ~ . ~ - ~ t 1 . 1 T r r n ~ . o : .. AS T M D 6 3 8 AS l M D 7 9 0 AS T M 0 7 9 0 9. S k s : i .. . . . J~ ~ - 1 < . s r .. . 34 5 b f AS ™ D 2 8 4 3 AsT h i 06 3 5 ... 51 : l f IG N I T I O N ~- ~ I ~ P ~ - ~ - ~ - - - · · · WE A T l < E R I N G : . . .. . . . AS T h l . ~ . l ! i ! i . . . . TE _ N ~ l l E _ S T R E N ' ? ' f H Af f i R WE A T H E R I N G AS T M . ~ 3 8 ~.~ ~ ! ~ ~~ ~ - ~ - - B ~ f 9 . ~ ~ - w . 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UN I F O R M ST A T I C AI R PR E S S U R E (T A S 20 2 , E3 3 0 - 0 2 ) HE T I 07 - 4 1 9 8 04 / 3 0 / 2 0 0 7 HE T I 07 - 4 2 0 2 / 3 2 04 / 3 0 / 2 0 0 7 HE T I 07 - 4 2 5 2 06 / 1 3 / 2 0 0 7 HE T I 07 - 4 2 8 5 07 / 2 7 / 2 0 0 7 HE T I 08 - 2 0 4 8 / 5 0 / 5 2 10 / 1 0 / 2 0 0 8 HE T I 09 - 2 5 0 7 A 01 / 2 8 / 2 0 0 9 HE T I 09 - 2 5 0 8 A 01 / 2 8 / 2 0 0 9 89 0 6 9 . 0 1 - 4 0 1 - 1 8 04 / 2 6 / 2 0 1 2 BT - U L T K - 1 3 - 0 0 1 A 09 / 2 4 / 2 0 1 3 BT - U L T K - 1 3 - 0 0 1 B 09 / 2 4 / 2 0 1 3 LA R G E MI S S I L E & CY C L I C LO A D I N G (T A S 20 1 , TA S 20 3 ) HE T I 07 - 4 1 9 9 / 0 4 / 0 5 04 / 3 0 / 2 0 0 7 HE T I 07 - 4 2 3 3 / 5 4 04 / 3 0 / 2 0 0 7 HE T I 07 - 4 2 3 3 / 8 6 07 / 2 7 / 2 0 0 9 HE T I 08 - 2 0 4 9 10 / 1 0 / 2 0 0 8 HE T I 09 - 2 5 0 7 8 01 / 2 8 / 2 0 0 9 HE T I 09 - 2 5 0 8 B 01 / 2 8 / 2 0 0 9 B9 0 6 9 . 0 1 - 4 0 1 - 1 8 04 / 2 6 / 2 0 1 2 9,4~sl gsksi 340ksi ~.302ksi ·- - ~ ~ - ~ ~ ~ . i . ..... 0. 0 4 3 lb in"-3 9:s·k~i . ....... J~.5-~~---3'10ksi 8,81k-si . ..... ~:il.~-~! .... BT - U L T K - 1 3 - 0 0 1 A 09 / 2 4 / 2 0 1 3 pl u s AS T M E1 8 8 6 - 0 2 , E1996-02 BT - U L T K - 1 3 - 0 0 1 B 09 / 2 4 / 2 0 1 3 pl u s AS T M E1 8 8 6 - 0 2 , E1996-02 TE N S I L E T E S T (A S T M D6 3 8 - 0 3 ) HE T I 07 - T 7 5 0 HE T I 09 - T 1 0 4 / 0 5 EV A L U A T I O N BA S E D ON : AR C H I T E C T U R A L TE S T I N G IN C . RE P O R T NO . : B5 7 5 3 . 0 1 - 4 0 1 - 4 4 RE P O R T DA T E : 1 2 - 2 1 - 2 0 1 1 09 / 0 7 / 2 0 0 7 01 / 2 8 / 2 0 0 9 1E S T PR O T O C O L , AS T M E 1 8 8 6 - 0 5 (I M P A C T & CY C L I C 1E S T ME T H O D ) AS T M E 1 9 9 6 - 0 5 (I M P A C T ST A N D A R D SP E C I F I C A T I O N ) AS T M E 33 0 - 0 2 (S T A T I C 1E S T ME T H O D ) DE S I G N PR E S S U R E : 60 PS F W/ MI S S L £ LE V E L O AN O WI N D ZO N E 4. TE S T PR E S S U R E : 90 PS F OV E R A L . l SP A N : 9 ' - 1 " (1 0 9 IN C H E S ) EV A L U A T I O N BA S E D ON : AR C H I T E C T U R A L TE S T I N G IN C . RE P O R T NO . : A. 3 3 9 8 . 0 1 - 4 0 1 - 4 4 RE P O R T DA T E : 0 9 / 0 8 / 1 0 1E S T PR O T O C O L , AS T M E 1 8 8 6 - 0 5 (I M P A C T & CY C L I C 1E S T ME T H O D ) AS T M E 1 9 9 6 - 0 5 (I M P A C T ST A N D A R D SP E C I F I C A T I O N ) AS T M E 33 0 - 0 2 (S T A T I C 1E S T ME T H O D ) OE S I G N PR E S S U R E : 60 PS F W / MI S S L E LE V E L D AN D WI N D ZO N E 4. 1E S T PR E S S U R E : 90 PS F OV E R A L . l SP A N : 9 ' - 1 " (1 0 9 IN . ) CT R / C T R FA S T E N E R S , 8' - 9 " (1 0 5 IN . ) IN S I D E TO IN S I D E FR A M E . THIS PRODUCT APPROVAL IS ONLY VALID FOR THE STATE OF FLORIDA John H. Kampmann Jr., PE FL License #: 4 7516 DATE: 1/10 <(~ N :,; .... 0 .!!~~ 'l w; "' _gM "'"' "'"' ~~ u ... ...... mZ i~:8 ,.B i£Z 11~ ffi 0. "N CO R R U G A T E D PA N E L FL A T PA N E L TA B L E S i ~ ~~ai ~e; » Oo, NIil~ TA B L E S ~ ci ~ DE S I G N "' DE S I G N z 1:1 CO R R U G A T E D PR E S S U R E 0 0: PR E S S U R E 40 0 0 P S I 20 0 0 P S I liOU.OW Ii: I SP A N LO A D T A B L E 4: 0 0 0 PS I 20 0 0 P S I HO L L O W 40 P S F CO N C R E T E C0 N C R E J E BLOCK WOOD ii: i 30 PS F u I DI R E C T MO U N T PA N E L S AT BO T H EN D S CO N C R E T E CO N C R E T E BL O C K WO O D -- . . . . i m J 1:1 C MA X , SP A N - IN , MA X , DE S I G N LO A D Sp a n { i n . ) 10 5 10 9 , ...... 7 ' 6 10 5 11 11 B 7 11 4 " , .. . . . 86 1· · · · · · · · · · ; f · .. . . . 11 ii 7 6 0 ' 75 , 0 11 4 " •• 11 11 10 • FA S T E N E R S 11 .. 10 ii X ri 1 11 7 2 ' 60 . 0 FA S T E N E R S 67 11 -~~ ·· · · · · · · 11 11 .. ~ .. . 48 11 11 11 11 .. . . . . . 48 .. . . , .. ff 11 . .. . . . . ·; f f · ·· · · · · · w · 0: - B 4 ' 55 , 0 Sp a n ( i n . ) 9 6 ' 52 , 0 11 11 11 10 10 5 11 11 11 8 10 6 ·· · · · · .. . . . . . . .. . • . . . . . . . . 31 8 " 1 0 B ' 35 . 0 31 8 " ,. ;, 11 ;; · · · -~ - .. . , . 11 1· · · · · · · · 1 1 __ , .... 11 10 •• .J . ~ · ... . . . . , .. . . . ·· · · · · , .. I ········ 1 2 0 ' 32 , 0 FA S l E N E R S ,. •· · · · FA S ' I E N E R S 11 11 11 ,; 67 11 11 11 11 ! ; I u 1 3 2 ' 30 , 0 •• 11 11 11 11 48 11 11 11 11 .E 1 3 5 ' 25 , 0 cu • --.::, 8 MO U N T 'v / I T H FA S T E N E R S AT MA X , 13 IN C H 0, C , • 11,5~j CO R R U G A T E D DE S I G N DE S I G N 20 0 0 PS I HOLLOW .::: . :~;; PR E S S U R E 40 0 0 PS I WOOD SP A N LO A D T A B L E - PR E S S U R E 20 0 0 P S I HO L L O W CO N C R e T E CO N C R E T E BLOCK , .. o .ere~ .~ 40 0 0 PS I 60 P S F Es::~o••Jl DI R E C T MO U N T PA N E L S AT ON E EN D ON L Y S0 P S F CO N C R E T E CO H C f f E 1 E BL O C K WO O D :z ~~ ... So a n ( i n . ) So a n l i n . l ~~-lf l MA X , SP A N - IN , MA X . DE S I G N LO A D 10 6 • B 8 5 10 5 7 ' 7 5 • •.......... cu~ 1/ 4 " 1/ 4 " 116 Sf .. e • 5 6 0 ' 60 , 0 •• 10 .. ·· · · · · · 7 • FA S T E N E R S ~ FA S T E N E R S 11 ·· · · • 11 • B 67 11 10 7 7 s 7 2 ' 50 , 0 67 .. 11 11 11 10 48 11 11 10 • B 4 ' 45 , 0 Sp a n Q n . f Sp a n ( i n . ) 9 6 ' 40 , 0 10 5 11 11 11 7 10 6 11 11 11 6 .... ··•·········· 31 8 " ·· • I P • • · · · · · 11 ........... 7 J 1 0 2 ' 22 , 0 31 8 " 11 11 11 e·· s& 11 11 88 FA S m E R S ~ FA S T E N E R S 67 11 11 11 9 67 11 11 11 10 I 48 11 11 11 11 .. 11 11 11 11 Mi n i m u m Gl a s s Se p a r a t i o n Sc h e d u l e fo r Mi n i m u m Gl a s s Se p a r a t i o n Sc h e d u l e GL A S S SE P A R A T I O N ST O R M BA R S FO R WI N D ZO N E 4 AN D ES S E N T I A L FA C I L I T E S Co r r u g a t e d Pa n e l s fo r Cl e a r T e k Fl a t Pa n e l s SC H E D U L E NO T E S : To' ::E 1. ST O R M BA R S RE Q U I R E D 12 " FR O M ED G E AN D EV E R Y 1 8 " IN TH E FI E L D . 1) GL A S S SE P A R A T I O N SC H E D U L E PROVIDES MINIMUM SEPARATION ---z ~~~ 2. LE N G T H OF ST O R M BA R S SA M E AS LE N G T H OF PA N E L S . Di r e c t M o u n t Pa n e l s at On e En d On l • Mi n i m u m DI S T A N C E RE Q U I R E D BE T W E E N EXTERIOR FACE OF GLAZING {OR 0 N 3. MA X I M U M OP E N I N G SI Z E IS 80 IN C H E S . Ma x . So a n • In . Mi n . Se n a r a t i o n Se p a r a t i o n OT H E R PR O D U C T BE I N G PR O T E C T E D ) AND INTERIOR FACE OF ~ 4. MA X I M U M PR E S S U R E IS 75 PS F . 60 6. 1 2 5 Po s i t i v e Sp a n fr o r n G l a s . s IN S T A L L E D ST O R M PA N E L . Mi n i m u m ii: ~=· 5. WI T H AB O V E CR I T E R I A , MA X I M U M DE F L E C T I O N IS 0. 8 5 IN C H E S . PA N E L IS Wi t h Si d e 2) SE P A R A T I O N DI S T A N C E PE R THIS SCHEDULE IS REQUIRED FOR USE 0: 72 6. 5 6 Lo a d Le s s Se p a r a t i o n Br a c k e t :::, ....:iz TO BE IN S T A L L E D NO CL O S E R TH A N 2 IN C H E S FR O M GL A Z I N G . WI T H PO S I T I V E LO A D S ON L Y , :,: ~~~ 84 7 (p s f ) Th a n fr o m Gl a $ s (S e e No t e 3) 6. ST O R M BA R S (2 " x 2 " x 1 / 8 " RE C T . TU B E ) FI T IN CO R R E G A T I O N BE T W E E N 3) SI D E BR A C K E T IS AN EX T R A BR A C K E T ADDED HALFWAY ACROSS 1= 96 7. 0 6 u PA N E L AN D BU I L D I N G AN D AR E TO BE US E D ON L Y WI T H AL T E R N A T E "A " 49 " 2. 2 5 " 2. 2 5 " SP A N ON BO T H SI D E S . g ::3 ~ + CO R R I G A T E D PA N E L SH O W N ON SH T . 5 OF 10 . 10 2 7. 1 2 5 30 70 , 5 " 3. 3 5 " 2. 4 7 " 4) S E P A R A T I O N FR O M GL A Z I N G IS REQUIRED FOR ALL INSTALLATIONS :,: u~~ 92 11 4. 4 4 " 2. 6 8 " WI T H I N TH E HI G H VE L O C I T Y HU R R I C A N E ZONE, WIND ZONE 4 AND "' ES S E N T I A L FA C I L I T I E S . ,: ~ ~ A U ( BO L T S 49 " 2. 2 5 " 2. 2 5 " I z f i l l = - m a - - , & ' ; 5) SE P A R A T I O N IS NO T RE Q U I R E D FROM ANY FENESTRATION 0 ti = = - - 40 70 . 5 " . 2. 6 9 " z I E--< --- PR O D U C T TH A T DO E S NO T CO N T A I N GLAZING. C CZ) PA N E L MA T E (F E M A L E ) FA S T E N A L 1/ 4 - 2 0 X 1 PO W E R S HO L L O W SE T 92 " 3. 1 2 " 6) SE P A R A T I O N FR O M GL A Z I N G IS NOT REQUIRED FOR ~ J PA N E L MA T E (M A L E FA S T E N E R ) DR O P - I N OR LE A D AN C H O R LA G - W O O D SA M M Y (G S 1 ) - w o o o FA S T E N A i . J/ 8 - 1 6 X 1 49 " 2. 4 3 " 2. 2 5 " IN S T A L L A T I O N S OU T S I D E OF WI N D ZONE 4 AND ESSENTIAL :,: !2 p 0 0 - - , . ~ ~' { ) > ' so 70 . 5 " 3. 0 3 " FA C I L I T I E S . c JK ► ~ ~ 92 " 3. 8 0 " u .....-~20-050 AL L PO I N T S , I T W BU I L O E X ~ -NOTED SA M M Y (C S 1 ) CO N C . TA P C O N AN C H O R PO W E R S FL A N G E D UP PO W E R S SM O O T H WA L L PA N E L M A T E IN S E R T 49 1 1 3. 0 0 2. 2 5 11 ~ - WI N G N U T - 10/3/20 IN C L U D I N G : MA X I S E T , DR O P - I N DR O P - I N 70 . 5 " 3. 0 8 " PA T . P E N D . SC O T S , 41 0 S S 60 . N ..--ND.: 92 " . 3. 9 0 " John H. Kampmann Jr., PE 2/10 ; ; 7 1 c A L FA S T E N E R S / A N C H O R S - 1/ 4 " AN D 3 / 8 " 0 FL License #: 47516 DATE: l" F - T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 2" F - T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 c-i ( ' ) L . r ~ 1 , ~ 3" F - T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 2 ' E- T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 ~ I 1 '2 ' I FL A T F - T R A C K RE V E R S E E TR A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 2 , ru l" H - T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 ru 2" H - T R A C K AL U M I N U M (6 0 6 ! - T 6 ) SC A L E : 1: 2 ( ' ) ru ru 3" H - T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 2 , 2 , U- T R A C K AL U M I N U M ( 6 0 6 1 - T 6 ) SC A L E : 1: 2 2 , If } ru ru~ □ ST D H - T R A C K AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 2 X 3 X 3 / 1 6 " 2 X 4 X 3 / 1 6 " 2 X 5 X 3 / 1 6 " 2 X 6 X 3 / 1 6 " 2. 5 X 7 X 3 / 1 6 " VE R T . OR HO R I Z . IN S T A L L A T I O N 2 ' BU I L T - O U T AN G L E S AL U M I N U M (6 0 6 1 - T 6 ) SC A L E : 1: 2 KE Y H O L E WA S H E R AL U M I N U M (6 0 6 3 - T 6 ) SC A L E : 1" = 1 ' - 0 " KE Y H O L E DE T A I L OP T I O N S AL T . FI E L D DR l L L 3/ 8 " OR 5/ 8 " HO L E W/ K E Y H O L ~ H E R SC A L E : 1" = 1 ' - 0 " 7 {L I 2· I ST U D D E D ANGLE AL U M I N U M (6061-T6) SCALE: 1:2 2 , r u ~ ~ 2 , U-TRACK AL U M I N U M ( 6 0 6 1 - T 6 ) SCALE: 1:2 2' I I [ D J I 2· I ST O R M BAR AL U M I N U M (6061-T6) SCALE: 1:2 John H. Kampmann Jr., PE FL License #: 47516 DATE: Gi 0: -3/10 NO T E , I ) TH I C K N E S S , 2. 3 6 MM TD 2. 5 0 MM ±0 . 0 5 2) MA T E R I A L , (G E LE X A N 10 3 / B A Y E R MA K R □LD N 31 0 3 / P D L YD N E -S U N G U A R D > 3) TH E DI M E N S I O N 'H " MU S T BE 53 , 3 ~ 55 . 0 MM , 4) AL L IN C L I N E D PL A N E TH E TH I C K N E S S ' T ' MU S T BE MI N I M U M 2, 1 0 MM 5) PA N E L S MA Y BE BE N T AL O N G CO R R U G A T I O N TD MA T C H CU R V E D DR AN G L E D OP E N I N G S 6 ) PA N E L RA D I I MA Y VA R Y BE T I J E E N 0, 1 TD 0, 6 I n . 7 ) AL L PA N E L S MA Y BE CU T TD DE C R E A S E IT S IJ I D T H , 8 ) TR A C K MA Y BE CU R V E D TD FO L L D I J TH E IN S T AL L A TI D N PR O F I L E AR O U N D AR H E S AN D RA D I I , 9) HE I G H T OF \J A V E MA Y VA R Y DO I J N TD 0. 7 5 IN C H . 10 ) PA N E L S MA Y BE BE N T DR CU R V E D TD AC C O M M O D A T E CU R V E D DR MI T E R E D GL A S S ID PA N E L IJ I D T H MA Y VA R Y BY 57 . .. (G E LE X A N 10 3 / B A YE R MA K R O L O N 31 0 3 / P O L Y O N F / S P A R T E C H ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3 " = 1 ' - 0 " (G E LE X A N 10 3 / B A Y E R M A K R O L O N 31 0 3 / P O L Y O N F / S P A R T E C H ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1 '- o • ,_ , (G E L E X A N 10 3 / B A Y E R O 31 OL S TE C H ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1' - 0 " • 4' 21 " CO R R U G A T E D PA N E L (G E LE X A N 10 3 / B A YE R MA K R O L O N 31 0 3 / P O L Y O N E - S U N G U A R D ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1 '- 0 " John H. Kampmann Jr., PE FL License #: 47516 DATE: ~ z 0 N "' ~ 0: ::, :,: ~ u g ~ :,: " ,: I z 0 z 0 :l! :,: 12 c u ~ ~ ~ ,-.,_ ~~! ~ CZl 1 ~z ~ ~ ~ ~ ii. + U~N ~[ t CZl l 4/10 AL T E R N A T E "A " 12 1 N . CO R R I G A T E D PA N E L SA B I C - L E X A N 10 3 / B A Y E R - M A K R O W N 31 0 3 OL Y O N E - S P A R T E C H / P A L R A N - P A L S U N ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1 '- o • JA ~ i \ l I 1. 1 2 5 I J. 1 2 5 AL T E R N A T E "B " 12 1 N . CO R R I G A T E D PA N E L SA B I C - L E X A N 10 3 / B A Y E R - M A K R O L O N 31 0 3 / P O L Y O N E - S P A R T E C H / P A L R A N - P A L S U N ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1 '- 0 " 2, / : ) Q >i i 1. 1 2 5 I AL T E R N A T E "C " 24 f f l . CO R R I G A T E D PA N E L SA B I C - L E X A N 10 3 / B A Y E R - M A K R O L O N 31 0 3 / P O L Y O N E - S P A R T E C H / P A L R A N - P A L S U N ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1 '- o • AL T E R N A T E "D " CO R R I G A T E D PA N E L SA B I C - L E X A N 10 3 / B A Y E R - M A K R O W N 31 0 3 / P O L Y O N E - S P A R T E C H / P A L R A N - P A L S U N ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I SC A L E : 3" = 1 ' - 0 " SE C T I O N E - E SC A L E : 3" - 1 • 0" • <c> -~ AL TE R N A TE PA N E L NO T E : MA X SPAN SE E GRAPH TY P I C A L EL E V A T I O N PA N E L S CA N BE IN S T A L L E D VE R T I C A L L Y OR HO R I Z O N T A L L Y USING AP P L I C A B L E AN C H O R I N G DE T A I L S D AL TE R N A TE PA N E L ' B ' . •c • AN D ' E ' MA Y □NL Y BE US E D AS A DI R E C T MO U N T AT BO T H EN D S . Z' '. i ' 3 3 / 4 ' - - - - - .. ' - - - - ... . AL T E R N A T E "E " CO R R I G A T E D PA N E L SA B I C - L E X A N 10 3 / B A Y E R - M A I C R O W N 31 0 3 / P O L Y O N E - S P A R T E C H / P A L R A N - P A L S U N ) Fu = 93 6 7 PS I , Fy = 91 3 4 6 PS I John H. Kampmann Jr., PE FL License #: 47516 SC A L E : 3" = 1 ' - 0 " DATE: ci ~ z ~ 0 ~ ii: 0 i fil C )( il'i "' -~1n;;&;...:..:.::;c;,:=;:--;:~ ~ 1=;-;;::.,:.::.L::.<...:=-=-i 5/10 0 . . , < : . . ~ , - g . r ' 1 r : : , · · e r o , I : : , . g : " C ' : I ! " ~ . . . 3 - . j C o , : : , - : : , " ' < : . . , . . , , r ' 1 0 ' - 1 - - . . . 1 - - - " 0 r n ~ : : l ~ l : D l : D g J 8 ~ > > 4 < 1 a ~ , " " I T l - - : i I l l ~ " T i e . ~ ~ ~ : { " ~ : ! ! i C l s ; ? , . . , : i : : r r ~ : , : , : n r > c : , C I - - < c : , Z f ! ! ~ P i f ~ " a ~ , " " 1 " ' 1 ~ = " ' . . . _ . . , , z : 0 : 0 . o o : ; I , : C i i ~ § ; ? z : , : r ~ ~ f T 1 4 t : , . . - ~ 8 ~ - ~ c t r > c : , . , ; o ~ 4 " . / ) . · i E 1 / ) : 0 4 · < 1 ' ~ a ~ P 0 2 Q : ; t J P o i ~ 1 / ) ~ ! c : 0 - 1 . . z o 1 0 9 ' M A X . S P A N F L A T P A N E L 4 _ g • ~ § ! i . ~ g r , c : , . , , , , - C J • R < 1 4 L l " ' U ) " ' ► : J : f T l X f T l - . , • ! : ' . l ~ . t , . " 6 o > c : : ~ . : i : : 0 ~ ~ 0 z : , : , : n r > c : , □ - - < c Z f ! ! c t r > ~ t , , n " 4 t , , t , , $ c i i i r ; : • ! : ' . l ~ " 6 o > _ z ' " C ' l , : , : 0 ~ i l l ~ H ~ r n i g 4 t : , . : , : , : n · - l ! l □ C J · - - < c : , Z ~ c l f l . , . , . . o i ; - < I R ' / ) . · o c n > : : : : o • : : : C Z l ' T ' I f ' l f T 1 C ' l ; ; i ! ! : ' . l 5 " ' " : 0 . . . . . " ' o O o _ z ' 1 · o z L l . 4 2 0 2 0 F B C ( H I G H A N D N O N - H I G H ' I E L O C I T Y H U R R I C A N E Z O N E S ) . . , 0 - - C L E A R T E K S T O R M P A N E L S Y S T E M ( H V H Z + N O N - H V H Z ) , . , , . . . . . , . . 1 0 9 ' M A X . S P A N F L A T P A N E L 4 1 < 1 4 · : , : , : n r > c : , C J ~ § - ~ < 1 ' i ~ R . ~ ~ ~ ~ J : ~ 5 ! i l ~ r , . . : i f f l b @ o _ z ' 1 U l t r a t e k W o r l d w i d e I n c . 3 8 0 1 N . W a s b i n g l o n B l v d S a r u o l a , F L 3 4 2 3 4 P H O N E : ( 9 4 1 ) 9 2 4 - 2 2 8 5 w w w . u l t r a t e k w o r l d w i d e . c o m R E V . J D E S C R I P T I O N X X / X X / X X - R E S E R V E D . ~ " ' > ! : ' . l i 5 : 0 P r , . . : i 5 r r 1 f ' l o i l l ~ i E - o - , ~ ' 1 z o C A # 6 7 5 2 W W W . M E A E N G I N E E R S . C O M J L D ! t s ~ 2 J 5 2 A p p a l o o s a C i r c l e S a r a s o t a , F l o r i d a J i 4 2 < f . O ( 9 4 1 ) 9 2 2 - 3 8 5 4 C A - 6 0 7 2 " I CO N C . B L O WO O D OR ME T A L ~ r - - - - - R E F E R TO AN C H O R S ON SH E E T 8 0 13 " O. C . MA X . X 3 X 1 / 8 " 2 X 4 X 1 / 8 " 2 X 5 X 1 / 8 " 2. 5 X 7 X 1/ 8 " AL U M . AN G L E 6 0 6 3 - T 6 , - - - - - # 1 4 X 5 / 8 " TE K S 0 6" o. c . . - - - - ~ - # 1 4 X 5 / 8 " TE K S 0 6" o. c . ' - - - - - - R E F E R TO AN C H O R S ON SH E E T 2 0 13 " O. C . MA X . SE C T I O N C - C " I " I " I CD N C . BL O C .\ J D D D DR ME T A L , · ~ r - - - - - R E F E R TO AN C H O R S ON SH E E T 2 0 13 " O. C . MA X . - - - - - R E F E R TO AN C H O R S ON SH E E T 2 0 13 " O. C . MA X . SE C T I O N D - D . C □Nc, ' BL O C K \J D D D 'D R · ME T A L · <; J " I -~ " I <I CD N C . BL O C K . 'J a □ D 'C I R ME T A L - - - - - - R E F E R TO ANCHORS ON SHEET 2 13" O.C. MAX. ~ ii: " ' - - - + - - - R E F E TO ANCHORS ON § SHEET 2 0 13• O.C. MAX :i:: '1:: j !'.! :,: I z 0 z ~ i ~b~=---"=---l l""'....,.,.......'-'='--l John H. Kampmann Jr., PE FL License #: 47516 DATE: 7/10 I H E A D J .; -; 0 ,_ e H AN D L E MO U N T E D ~ IN S I D E El a 1 / 4 " - 2 D )( 1" "' SI D E W A L K BO L T W ~ 7/ B " )( J / J 2 " I II I N G NU T (T Y P ) j! ; ' § ' cl I ' >: ~ - ~ ~ i " ~ ,. OP T I O N /1 1 - EG l ! S S . . . _ c u T CO R N E R S OF TH E PU L L - I N PA N E L TO CL E A R SP A C E FO R II I N G N U T OF AD J A C E N T PA N E L S TY P I C A L EL E V A T I O N GE N E R A L NO T E S : SC A l E : N. T. S . 1. TH I S ST O R M PA N E L SY S T E M IS DE S I G N E D IN AC C O R D A N C E Mf T H TH £ 20 2 0 FL O R I D A BU I L D I N G CO D E . 2. US £ IN CO N J U N T 1 0 N Mf T H A P P R O ~ 24 GA G £ GA L V A N I Z E D ST E R S~ O R M PA N E L : A M f N ~ ; ~ ~ L s n u ; AN D LO C A T 1 0 N ~ PL A N VI E W TY P I C A L l I H E A D E R / r: 1-: - HA N D L E MO U N T E D 1:, IN S I D E .. . F r- !· " ~ ' ~ TY P I C A L EL E V A T I O N ~D R ~ ~ , / f J ? i : SC A L E : N. T. S . AD J A C E N T PA N E L S 1/ 4 " G A P 11 / N . ( T Y P ) " i t wJ s z \ z s . z \ j \ z \ rJ SE C T I O N A- A GE N E R A L NO T E S : SC A L E : N. ts . 1. TH I S ST O R M PA N E L SY S T E M IS DE S I G N E D IN AC C O R D A N C E Mf T H TH E 20 2 0 FL O R I D A BU I L D I N G CO D £ 2. US £ IN CO N J U N T 1 0 N W1 1 H AP P R O V E D 24 GA G E GA L V A N I Z E D ST E E L ST O R M PA N E L DR A ' , M N G S . .3 . SE E : 71 - 1 1 5 SH E E T FU R AD O I T 1 0 N A L IN F O R M A 11 0 N 1 / 4 " - 2 D )( 1 SI D E W A L K BD L 7/ B " )( J / J 2 " II I N G NU T (T Y P ~~ ) HA N D L E MO U N TE D IN S I D E I, , V I ' ' i ~ . ; 0 ~ ,_ e ~ ! ™ 1 I j! ; " § ~ ~ - ~ i ~ ~ . OP T I O N 2 - E G R E S ~ - CU T CO R N E R S T Y P 1 c l EL E V A T I O N SC A L E : N. T. S . OF TH E PU L L - I N PA N E L TD CL E A R SP A C E : GE N E R A L NO T E S : 1. TH I S ST O R M PA N E L SY S T E M IS DE S I G N E D IN AC C O R D A N C E Mf1 1 - I TH E 2D 2 0 FL O R I D A BU I L D I N G CO D E . 2. US £ IN CO N J U N T 1 0 N W1 1 H A P P R O ~ 24 GA G E FO R WI N G N U T OF AD J A C E N T PA N E L S TD P & BO T T D A I SI D E CL O S U R E NO T E , I. FD R \/ A L L MO U N T CO N D I T D I N S , PA N E L OV E R L A P SH A L L BE A MI N I M U M OF 1. 5 TI M E S TH E GA P BE T \ / E E N TH E PA N E L AN D TH E \/ A L L 1 TH E R E F O R E NO SI D E CL O S U R E S \ / I L L BE RE Q U I R E D . J X 1/8" 2 X 4 X 1/8" 2 X 5 X 1/8" ALUM. ANGLE 606J-T6 1/4" THRU BOLT W/ WASHER & NUT AT 4-1/2" o.c. ~ - - - - ; ; E F E R TO ANCHORS ON GA L V A N I Z E D ST I T L ~T O R I / PA N E L : A I I I N ~ ~ ~ g ) f , l ~ AN D LD C A T I D N SJ SHEET 2 0 1J" O.C. MAX. 0. DE T A I L 1 - PL A N VI E W TY P I C A L [t f . C W J ! E : 8 M ~ 1 i~ ~ ' i l ' c ' r f T Y P ~~ ~ f f m c r ' ~ f T E 9' :: , ! ! j! ; " § ~ ~ ) ( 7 /8 " DI A . )( J / J 2 " ~ II I N G NU T AT 12 " 0 . C . (T Y P ) iM P ~ t , J t f t E C ~ Y f , - g J , A " t f l i U , ° 1 ¥ - , , , PO U R E D CD N C R E I E : ED G E OF 8 IF R E Q U I R E D « ) AP P U C A B t E TY P ) 0 A J . . - - . - r l l l " t s ,, , , , , . , - - - , , , _ - - N A I i : 1/ • " - a a x r s. s . SI D £ W A L K so u s OP T I O N 3 - EG R E S S rt /a s . S I . P i l t J '= , B , X E D 1 • x 1 4 • x 3 1 s · WA L L PL A T E EG R E S S PA N E J . o 6: O. C . . u au . W. f :. J • - 2 0 NU T AT RE A R . 9' :: , El ~ ~ j! ; § ~ ~ ) ( ~ CO U N T E R TO P CONDITION SC A L E : 3" ~ l' - - 0 " (P A S S TH R U WI N D O W ) MA X . SH U T T E R HE I G H T = 6 FT. 1/4" ANCHORS O 24" o.c. 1 X J X 1/8" 1 X 4 X 1/8" 1 X 5 X 1/8" ALUM. ANGLE FOR END CAP REQD. ONLY BUILT-OUT CONDITION EN D CA P BU I L T - O U T CONDITION DETAIL 'A' SC A L E : 3" -1 ' - 0 " John H. Kampmann Jr., PE FL License #: 47516 DATE: "§" ::E ---z ~~! 0 N ~ ii: ~ CZl ' 0: ~~~ :, r 1, u ~ ~ < + .....:li:i.. N r u~~ Q r I z 0 z I E-< ----0 CZl ~ r Q <:, JK u 20-050 ~ ~ ~ 8/10 , - - - - - R E F E R TO AN C H O R S ON SH E E T 8 0 5" o. c . 1" X 4" X 1 / 8 " CO N T . AL U M . TU B E W / (2 ) 1/ 4 " DI A . X 4" TA P C O N S O EA . ST U D W / 2" MI N PE N E T R A T I O N IN T O EX I S T I N G ST U D IJ □□ D ST U D @ 2 4 ' □,C, RE Q U I R E D RE F E R TO AN C H O R S ON SH E E T 2 0 1J " O. C . MA X . FA S T E N E R S SE E SC H E D U L E S ON SH E E T 2 ~ _ _ _ _ . . . , . _ " - , , ? - > . - » ' - " - - L - 2• X 6" CO N T . WO ST U D W / (2 ) 1 / 4 " DI A . X 5" IN S T A L L A T I O N DE T A I L S ON EX I S T I N G WO O D ST U D S AB O V E DE T A I L S SH O W CO N N E C T I O N S OF 2X 6 BU C K & 1 X4 AL U M . TU B E TO WO O D ST U D S TO PR O V I D E A CO N T I N U O U S SU R F A C E FO R A SH U T T E R IN S T A L L A T I O N . FO R IN S T A L L A T I O N DE T A I L S OF HE A D E R / S I L L TO CO N T I N U O U S WO O D ME M B E R S SE E SH E E T S 6 TH R O U G H 9. TA P C O N S O EA . ST U D W / 2• MI N PE N E T R A T I O N IN T O EX I S T I N G ST U D Jahn H. Kampmann Jr., PE FL License #: 4 7516 DATE: 9/10 2 of 10 FO R RE F E R TO A~ H 6 E T A I L S AN D EN E R SP A C I N G AD D I T I O N F 1 O FO R FA S T SH E E T 2 O DD I T I O N A L DE T A I L S 2 of 10 FO R A NE R SP A C I N G PE R M A N E N T " " ' m "! \ , ,. '° ' "" " ., . °' '" " " ' v , · ,~ '" ' ': ' : , ,; , · "~ ~ 0 S S I B , ; . " - W = ~ W ,- , u , , o , , ~ " " / • AL L A T I O N TW O - S I D E D IN S T N. T . S . TY P I C A L ON T A L I N S T A L L A T I O N VE R T I C A L OR HO R I Z CK E T S MA Y NO T E : OU R T E S Y ST R E T C H BR A 1 SI D E C BE B. E US E D . NG OF PA N E L S ~~~ AS LO N G AS 2 ST I T C H I y SO L I D PA N ME T SU B S T I T U T E D E~ U I R E M E N T S AR E B E US E D ON TH E SP A N R BR A C K E T S MA Y 3. ST R E T C ~ E L SE C T I O N S . AN D / O R CU T TO AR C H E D PA BE CU R V E D CL E S , 4 _ PA N E L S ~~ 6 F I L E AR O U N ~ G ~ l ~ R - S H A P E D FO L L O W TH ~ AN Y OT H E R IR R AR C H E S AN OP E N I N G S . BA R MU L T I P L I E R ) X SP A N CH A R T 5. ST O R M S T O R M BA R S +1 NT TO IN C R E A S E (# OF S CA N BE B E 6 PA N E L ED G E LA R EX T E R N A L · /O R SO RI G I D I T Y . ON A L UV AN D TH E SY S T E M . 7 AN OP T I AD D E D ON T O LA Y E R MA Y BE WIT H 2 IN . NU T OR WI N I N S T A L L A T I O N S AL L OT H E R NA T E PA N E L PO L Y C A R B 0 0 25 0 IN C H E S ~H~6 ~ (~ P I C A L ) I UN L I M I T I N E : T A L L A T I O N VE R L A P N. T . S . TY P I C A L O NT A L I N S T A L L A T I O N VE R T I C A L OR HO RI Z O TR E T C H BR A C K E T CL E A R T E K s IN S T A L L A T I O N VE R T I C A L OR HO R I Z O N T A L 11 2 " ~ 1 " BRACKET LT STRETCH 112•~1" CL EA R T E K A . INSTALLATION ~~ : ' : ' - : : : ; ; - ; ; O I R I Z O R I Z O N T A L VE R T I C A L OR H O USED FOR 1 ; 4 • HE X TNYJsrALLATION PE R t . 1 A N E N 11 4 , HE X NU T / mann Jr., PE John H. Kam#~ 47516 FL License . DATE: GENERAL NQTFS: 1. STORt.l PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VE R I F I E D F O R C O M P L I A N C E I N ACCORDANCE WITH THE 2020 (7th EDITION) Of THE FLORIDA BUILDING CODE. THIS STOR M P A N E L S H A L L . M Q I B E INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES}. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION IIOI OF" THE ABOVE MENT I O N E D C O D E , FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL B E I N S T A L L E D A N O F"OR A DIRECTIONALITY FACTOR Kd=0.85. USING .ASCE 7-UI SHALL NOT EXCEED THE M A X I M U M ( A . S . O . ) D E S I G N PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED P E R A S C E 7 - 1 6 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 I N O R D E R T O C O M P A R E THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THR U 1 7 . IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WER E N O T O V E R S T R E S S E D , A 3 3 % INCREASE IN ALLOWABLE STRESS F"OR WIND LOADS WAS Jlm. USED IN THEIR ANALYSIS. A D U R A T I O N F A C T O R C D = 1 . 6 0 W A S USED FOR VERIF"ICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND F"ATIGUE RESISTANCE HAS BEEM VERIFIED IN A C C O R D A N C E W I T H S E C T I O N 1809.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS II 032 1 . 0 1 - 0 5 , f 0 8 1 2 . 0 1 - 0 5 A N D # 0119.01-06, PER ASn.t E 1886, E 1996 AND ASTM E-330 STANDARDS, QUALIFIED FOR W I N D Z O N E S 1 , 2 A N D 3 ; MISSILE lYPE D (BASIC PROTECTION ONLY) AND F"OR INSTALLATION AT NON ESSENTIAL F A C I L I T I E S A S D E F I N E D B Y ASTM E 1996. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H3-4 ALLOY. 3. All. ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSgflATION 6063-TS ALLOY & TEMPE R U N L E S S O T H E R W I S E N O T E D . STORM PANEL COMPONENTS O STUDDED PLATE AND ~ SNAP CAP ARE PATENT PENDIN G . A L L A L U M I N U t . l E X T R U S I O N S I N CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 A L U M I N U M D E S I G N M A N U A L . 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISJ SERIES OR CORROSIOl'l RESISTA N T C O A T E D C A R B O N S T E E L A S P E R DIN 50018 W/ 50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPL Y W / F " L O R I D A B U I L D I N G C O D E SECTION 2411.3.3.4. N O T E S : B . 1 ) M I N I M U M E M B E O M E N T O F " T A P C O N A N C H O R S , S . G . T A P C O N S , E L C O P A N E L M A T E , E L C O T V A S . I N T O T H E C O N C R E T E B L O C K U N I T S H A L L B E 1 1 / 4 • . B . 2 ) - 3 / 4 " 1 1 1 S O L I D S E T A N C H O R S S H A L L B E E N T E R I L Y E M B E D D E D I N T O T H E C O N C R E T E B L O C K U N I T N O E t d B E D M E N T I N T O S T U C C O S H A L L B E P E R M I T T E D . 1 / 4 " 1 1 1 - 2 0 S C R E W S U S E D S H A L L B E 1 1 / 2 " L O N G M I N I M U M S H O U L D S T U C C O E X I S T , A N D 1 " M I N I M U M F O R W A L L S W I T H N O S T U C C O . B . 3 ) I N C A S E T H A T P R E C A S T S T O N E O R P R E C A S T C O N C R E T E P A N E L S B E F O U N D O N T H E E X I S T I N G W A L L , A N C H O R S S H A L L B E L O N G E N O U G H T O R E A C H T H E M A I N S T R U C T U R E B E H I N D S U C H P A N E L S . A N C H O R A G E S H A L L B E A S I N D I C A T E D O N N O T E S 8 . 1 ) & B . 2 ) A B O V E . . ( C ) T O E X I S T I N G W O O D F R A t . l E B U I L D I N G S , S E E S P E C I F I C A T I O N S O N S H E E T S 1 2 , 1 3 , 1 4 & 1 5 . A N C H O R A G E S H A L L B E P E R F " O R M E D B E Y O N D A N Y F " I N I S H M A T E R I A L A T W A L L U K £ B R I C K V E N E E R , S T U C C O O R A N Y O T H E R F I N I S H . ( D ) A N C H O R S S H A L L B E I N S T A L L E D F ' O L L O W I N G A L L O F T H E R E C O M M E N D A T I O N S A N D S P E C I F I C A T I O N S O f T H E A N C H O R ' S M A N U F ' A C T U R E R . 7 . P A N E L S M A Y A L S O B E I N S T A L L E D H O R I Z O N T A L L Y F O L L O W I N G I N S T A L L A T I O N D E T A I L S S H O W N O N S E C T I O N S 1 T H R U 1 3 ( S H E E T 4 T H R U 8 ) E X C E P T T H A T l - l [ A D E R S 2 , 3 , 3 A & 4 S H A L L N O T B E U S E D . 8 . I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T l - I E C O N T R A C T O R T O V E R I F " Y T H E S O U N D N E S S O F T H E S T R U C T U R E W H E R E S H U T T E R I S T O B E A T T A C H E D T O I N S U R E P R O P E R A N C H O R A G E . T H I S S H U T T E R S H A L L O N L Y B E A T T A C H E D T O C O N C R E T E , B L O C K O R W O O D F R A M E B U I L D I N G S . 9 . T H E I N S T A L L A T I O N C O N T R A C T O R I S T O S E A L / C A U L K A L L S H U T T E R C O M P O N E N T E D G E S W H I C H R E M A I N I N C O N T I N U O U S C O N T A C T W I T H T H E B U I L D I N G T O P R E V E N T W I N D / R A I N I N T R U S I O N . C A U L K A N D S E A L S H U T T E R T R A C K S A L L A R O U N D F U l l . L E N G T H . 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, W I T H 3 5 k s J M I N I M U M Y I E L D S T R E N G T H . 1 0 . ( a ) T H I S P . E . D , P R E P A R E D B Y T H I S E N G I N E E R I S G E N E R I C A N D D O E S N O T P R O V I D E I N F O R M A T I O N F O R A S I T E S P E C I F I C P R O J E C T ; i . e . W H E R E T H E S I T E C O N D I T I O N S D E V I A T E F R O M T H E P . E . D . 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) -1/4"111 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4"1i1 S.G. TAPCONS AS MANUF"ACTURED BY ITW/ BUILDEX. -1/4"fd PANEL tdATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONS T R U C T I O N P R O D U C T S . -1/4"11 X 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOL T & S P E C I A L T Y C O M P A N Y . NOTES: A.1) MINIMUM EMBEOMENT INTO POURED CONCRETE Of TAPCON ANCHORS AND S.G. T A P C O N S I S 1 3 / 4 " ; F O R E L C O PANELMATE AND ELCO TVAS rs 2". A.2) 3/4"1 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURE D C O N C R E T E . N O E M B E D M E N T I N T O STUCCO SHALL BE PERMITTED. -1/4"JIII -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCC O E X I S T , A N D 1 " M I N I M U M f " O R WAU.S WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAYERS BE F O U N D O N T H E E X I S T I N G W A U . O R FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE B E H I N D S U C H P A N E L S , A N C H O R A G E SHALL BE. AS INDICATED ON NOTES A. 1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: -1/4"1· TAPCON ANCHORS AS MANUFACTURED BY 1.T.W./BUILDEX. -1/4"111 S.G. TAPCONS AS IIIANUfACTURED BY ITW/ BUILDEX. -1/4 .. 11 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CON S T R U C T I O N P R O D U C T S . -1/4•15 x 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOL T & S P E C I A L T Y C O M P A N Y . ( b ) C O N T R A C T O R T O B E R E S P O N S I B L E F " O R T H E S E L E C T I O N , P U R C H A S E A N D I N S T A L L A T I O N I N C L U D I N G L I F E S A F ' E T Y O F T H I S P R O D U C T , B A S E D O N T H I S P . E . O . P R O V I D E D H E / S H E D O E S N O T D E V I A T E F R O M T H E C O N D I T I O N S D E T A I L E D O N T H I S D O C U M E N T . C O N S T R U C T I O N S A F E T Y A T S I T E r s T H E C O N T R A C T O R ' S R E S P O N S I B I L I T Y . ( c ) T H I S P . E . D . W I L L B E C O N S I D E R E D I N V A L I D I F A L T E R E D B Y A N Y M E A N S , ( d ) S I T E S P E C I F I C P R O J E C T S S H A L L B E P R E P A R E D B Y A F L O R I D A R E G I S T E R E D E N G I N E E R O R A R C H I T E C T W H I C H W I L L B E C O M E T H E E N G I N E E R O F R E C O R D ( E . O . R . ) F " O R T H E P R O J E C T A N D W H O W I L L B E R E S P O N S I B L E F O R T H E P R O P E R U S E O F T H E P . E . D . E N G I N E E R O F R E C O R D , A C T I N G A S A D E L E G A T E D E N G I N E E R T O T H E P . E . D . E N G I N E E R , S H A L L S U B M I T T O T H I S L A T T E R T H E S I T E S P E C l r l C D R A W I N G S F O R R E V I E W . ( e ) T H I S P . E . D . S H A L L B E A R T H E D A T E A N D O R I G I N A L S E A L A N D S I G N A T U R E O F T H E P R O F " E S S I O N A L E N G I N E E R O F " R E C O R D T H A T P R E P A R E D I T . 1 1 . S H U T T E R M A N U F A C T U R E R ' S L A B E L S H A L L B E L O C A T E D O N A R E A D I L Y V I S I B L E L O C A T I O N A T S T O R M P A N E L I N A C C O R D A N C E W I T H S E C T I O N 1 7 0 9 . 9 . 3 O F F L O R I D A B U I L D I N G C O D E . O N E L A B E L S H A L L B E P L A C E D F O R E V E R Y O P E N I N G . L A B E L I N G T O C O M P L Y W I T H S E C T I O N 1 7 0 9 . 9 . 2 O f T H E F L O R I D A B U I L D I N G C O D E . ~ , , \ , , 1 , , A . . ' + t ' ' , , , , T H I S D R A W I N G S H A L L O N L Y B E U S E D T O O B T A I N P E R M I T S I N T H E S T A T E O F F L O R I D A , § ' ' ~ ~ ~ . . : . . . ~ L . 1 / ' ' , , , _ j ~ : , - - · · 0 c E N S £ · . . ' J . > ~ ~ _ _ _ _ _ _ _ _ _ F _ L O _ R _ l . . , D A . . . . . . . . B _ U . . . ; I L D . . . . . . . . I N _ G _ C _ O . ; ; . . D E ; ; ; . . . . . i ( ~ N . ; . ; o n . ; . . . ; . H ; . ; . : l g : , ; , h ; . . . . ; . V • . ; . ; 1 . ; ; . o c . ; ; . . l t y , . _ H ; . ; . u ; ; ; , ; , r r f . ; . ; , . ; . c a ; ; ; . ; n . ; . ; ; • ; . . . . ; ; ; ; . Z o . ; ; . . n . ; . ; ; • 4 1 ) . . . • ~ 0 2 0 2 0 m T E c o , 1 N c . o . o s o · B E R T H A A L U M I N U M S T O R M P A N E L u . P · I . N o . 4 4 1 6 7 · ! ( 2 . 0 0 · D E E P ) D R A W N s r . · = * : * : * E / I I \ E A S T E R N M E T A L S U P P L Y , I N C 0 - - - ~ S T A T E O F . . . ~ ~ l I L E C O I N C . 4 2 & 1 W E S T R O A D S D R I V E 7 / 9 / 2 0 2 0 O A T £ : c . . - : - ~ f : [ \ l - - • £ ' , T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y W E S T P A L M 8 £ A C H , F ' L 3 3 4 0 7 f r ~ o ; ; : . . . . O R , ~ _ . . • · : ; ; , ~ ~ & 3 5 5 N . w . J e t l , . S L . S t e . 3 0 5 , V I R l l l N l A ( ) W ) E N S , A . 3 3 1 6 6 P H O N E , ( 5 6 1 ) 2 a 9 - a 2 u , - , , . . < - . S s . , • , , , r ' . . " ' \ \ , P h o n o : ( 5 1 1 5 ) 8 7 1 - 1 5 3 0 , F " " : ( 3 0 ~ ) 8 7 1 - 1 5 3 1 r A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 ~ . . . I O N f ! , . L . . _ , , . . C A - 0 D 0 & 7 1 9 l l l Y . . . I - I . . . n : I R E Y , " " I - I D o l t : . , , , 1 1 1 , ~ ~ W A L T E R A . T I L J . I T J r • • P . E . 1 I l > - ' t . l : l m d s t T 1 , . , 1 ! 1 1 ! 1 U \ F L O R I D A U c . 4 4 1 6 7 t - - - ' - - - + - - - - = O l l l ~ l 7 . . = - D l ; ; ; ; 7 _ + ' , = " ' ~ _ ; . - - - , 1 - - - - - - + - - l S H E E T 1 O f 1 7 2 0 - , & 3 D R A W I N G N o 1 I I I • T I 1.070" _j 2.020n I--l 2.020" I-FULL PANEL W/ H£MM£D £DG£S -l 2,020n I--J 2.020n !- , _ _ _ _ - - 8 . 1 5 1 " ( T O T A L W I D T H ) - - . . . . 6 . 0 0 0 " ( E F F £ C n V E W I D T H ) 4 . 8 8 0 " A S _ A P P , - J 2 . 0 2 0 " ! - H A L [ P A N E L W I H E M M E D £ D G £ S , _ _ _ _ _ 8 . 4 2 5 " ( T O T A L W I D T H ) 6 . O O O " ( E F F E C T I V E W f D T H ) 4 . 8 8 0 " . 1 7 0 " A S / ! 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D E S I G N P R E S S U R E R A n N G & M A X I M U M P A N E L L E N G T H F O R M O U N T I N G A S P E R A L T E R N A T I V E # 1 1 A N D 1 4 O N S H E I T 1 4 A A N D 1 5 O F 1 7 , R E S P E C T N E L Y , A R E + 5 0 . 0 , - 6 0 . 0 p . s . f . F O R 7 8 " M a x . P A N E L L E N G T H , A N O + 5 0 . 0 , - 5 0 . 0 p . s . f . F O R U P T O 1 0 8 " P A N E L L E N G T H . © 2 0 2 0 T I L T E C O , I N C . o . o s o · B E R T H A A L U M I N U M S T O R M P A N E L M . P / h L I E C 0 1 N c : . \ T I L L I T T E S T I N G & : E N G I N E E R I N G C O M P A N Y $ 3 5 5 N . W . 3 6 t h . S t . . s t a . 3 0 6 , \ . I F I C I N t A G A R D E N S , A . 3 3 1 8 6 P l i o n e : ( 3 0 5 ) 8 7 1 - 1 5 3 0 . F a x , ( l 0 5 ) 6 7 1 - 1 5 J I C A - 0 0 0 6 7 1 9 W A L T E R A . T I L L I T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 ( 2 . 0 0 • D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C I I E Y . I O I 4 2 6 1 1 W E S T R O A D S D R I Y C W E S T P A L M B E A C H , Y L 3 3 - ' 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 6 3 F ' A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 . . . , . 7 / 9 / 2 0 2 0 2 0 - 1 8 3 D R A W I N G N o ... . +_J ~.250 i.:=2.464" .> 30 0 . 0 1 0 D P . X 0 . 0 1 0 R . ® • r • T R A C K @ •h• HEADER SOII.E:J/8"• ,. II 2.125•~"' s· Nax, ·u· BUILD OUT @ O P T I O N A L J . M a x , · u · B U I L D . O U T H E A D E R @ • u • H £ A D E R = : - ' / 0 " - , - @ s • M A K , A N G L £ B U I L D O U T B R A C K E T = : . J / 8 " - , . S O I i £ : J / 1 1 " • , . SCALE: 3/8•• 1• Al. TffiNATf: I..EG LOCATION (l) REVERSED •r• ANGLE TRACK @ •r• TRACK ANGLE St:ALE: 1/B"• 1• SCALE : J/8" • t • ~ ti L.____,._ __ __, ~ i__._ __ __, LARGE KCY HQL£ (OPTION l] SIIAU KE'Y HQL£ (OPTION 2 ) S C A 1 £ : . 3 ' / 8 " - , . - w · - C 1 9 J " l ~ 1 s o 1 1 • " ! 1 / 4 " I - 2 0 S . S . S T U D R M T E D T O A N G I . E 0 S P A C I N G S S H O W N O N S E C T / 0 / 1 1 5 . § . t S E E ' < , j ~ O U N L I ~ l i l . ! : : : : : : : = = = _ J I ~ 2 . 0 0 0 - _ _ _ ) ® S T U D D E D A N G L E ~ 1 5 A l u m . A U O Y 5 C A l E : J / B " • 1 ° R O U N D H O L E A T P A N E L .786" @ KEY HQl£ AT PANEL ~ •· 1 ,.,25· 1,375" ~ .OB2" TYP. .. @SNAP CAP [I.::::=~ ===== = - - - 1 . ' 7 f--------$.(1(}()"---- ~ AWr. B.O. ANGL E SCALE: .1/4" • I" ~ 1 / 4 " , - 2 0 , S ; $ . $ 1 V O R J V I T E D r o A H C l £ 0 1 2 " 0 . C . . 7 5 t ) " @ M I N I W A U t , z s • x o . 6 J 2 - A N G L £ W I T H S T U D . 5 0 U E : 1 / 2 " - , . K E Y H Q L £ W A S H E R J I O S - 1 1 1 5 4 A h l m , A L L O Y S C A L E : J / • " • 1 • , - - - - - - · · 1 1 : > 2 0 2 0 n L T E C O , I N C . «JIU-T!/,IJ.LOY SCAI.E: J/8" -1· D E T A I L 1 : S T U D W / W I N G N U T / h L I E C 0 1 N c . \ COMPONENTS T I L L I T T E S T I N G & E N G I N E E R I N G C O W P A N V 6 3 5 5 N . W . 3 6 t h . S I . . S t e . 3 0 5 . " 1 R C J N ~ G A R D E N S . F l 3 3 1 8 6 1 ' 1 , o n e : ( ~ ) 8 7 1 - 1 ~ , F o , , : ( 3 0 5 ) 6 7 1 - 1 5 3 1 C A - 0 O 0 6 7 1 9 W A L T E R A . T I L U T J r . , P . E . F L O R I D A L i e . 4 4 H i 7 • 1 2 5 " = D U A / I . I t / 4 " , - 2 0 s ; $ . 5 7 1 1 D R M : T E D 7 D N t G I . £ a , 0 1 2 • o . c . ~ ~ . < > . 8 ~ ~ . , @ z • x s " { M A X . ) x t t s • A N G L E W I T H s r u p S C 4 L C : . J , 1 3 " - , • · 2 2 5 • 1 / 4 " * - 2 0 . 2 7 • S E R I E S S . S T U D D r o T F . 6 6 5 " · · - - - - - 1 2 · o . c . 2 . 7 6 0 ~ B l r • • . 9 • . 4 7 1 " . J 7 9 9 S T U D D E D P L A T E l l 0 6 3 - T 6 A U . O r S c : A L E : _ , / I I • - I • o . o s o • B E R T H A A L U M I N U M S T O R M P A N E L 1 . 1 . P ( 2 . 0 0 • D E E P ) D R A W N B r : E A S T E R N M E T A L S U P P L Y . I N C I I E V , N D 4 2 6 8 W E S T R O A D S D R I V E W E S T P l . l . M B E i . C H , F l . 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 6 3 f ' A X : ( 5 6 1 ) 8 - 4 1 - 1 7 1 6 . . . , . 7 / ! 1 / 2 0 2 0 c v r r r : : 2 0 - 1 8 3 D R A W / N G N o I I I /_ 1 • Min. $cPARA TION I I I I I TO GLASS I I I I I I I I POUR£, CONCRET[ OR CONCRITE BLOCK WALL REQUIR£D E. D. I CONCRETE ANCHOR (Sff SCHEDULE) I I I I I I I I I I I I I I I I I I I I [---=.;;~-I --I : I 1.125"1 SECTION@ IWCHOR SECTION @ STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 1/2" -t" NOTE : DE:TAIL OF SECnoN O sruo VALID ALSO FOR WALL MOUNnNG INSTALLATION -SECTION 2 (TOP) CONCRETE ANCHORS (SEE SCHEDULE)~ r=-POUR£D E.D. CONCRETE REQUIRED -...., ........................ -1 I : I _j 1 • Min. SEPARATION : l TO CLASS I POUR£ CONCRETE: I : I I 1 1/4---20 x J/4• S.S. BOLTS W/ 7/8. i J'/J2• WING NUT II 1 12• 0. C. I OR CONCRETE BLOCK WALL E REQUIR£D .O. CONCRETE ANCHOR:1--(Sff SCHEDULE) WALL MOUNTING I N S T A L L A T J O N SECTION 2 £. D. S C A L E : 1 / 2 • - 7 • EDGE DIS T A N C E (S££ SC H E D U L E O N SHEETS 9 & 1 0 & 1 1 ) NOTE FOR COMBI N A T I O N O F S E C T I O N S : WALL MOUNTING S E C T I O N S C A N B E C O N C R E T E A N C H O R S ( S E E S C H E D U L E ) ~ - - E . D . I I 1 - - - 1 • M i n . S E P A R A T I O N 1 T O C J . A S S I I I C O N C R E T E A N C H O R S ( S E E S C H £ D U L E ) 1 - P O U R E D E . D . C O N C R I T E R E Q U I R E D I I O P T I O N l l S E C T I O N J ' A o n t . I 1 " M i n . S E P A R A T I O N : - - T O G L A S S I Q P U Q N # Z S E C T I O N . 3 ' A I _ _ _ _ _ . . . . , _ _ 1 / 4 " 1 1 - 2 0 X . J / 4 " I S . S . B O L T S W / 7 / 8 • . - I J / J 2 " W I N G N l f f f J > i 1 2 " 0 . C . I P O U R C O N C R E T E O R C O N C R E T E B L O C K W A L L R E Q U I R E D ' L : . : - ; . q : 1 + - C O N C R £ T £ A N C H ~ 7 ( S I T S C H £ D U L £ ) I B U I L D O U T I N S T A L L A T I O N S E C T I O N 3 o , ' ~ i ~ ~ I T . i . . ; I : : ! I E l I i S I I V ) I t : : l I ~ I I ~ I : - 0 ~ I . . . . I C : ~ > < ~ P O U R E D C O N C R E T E O R C O N C R E T E B L O C K W A L L R E Q U I R E D C O N C R E T E A N C H O R S ( S E E S C H E D U L E ~ F O R S P A C I N G } ~ = - f . q J - - - 4 - - - - . . : : : - . J J I I C O ! ( T , I I I E . D . ~ I . M i n . S E P A R A T I O N 1 T O G L A S S I ( [ 1 ) - . - - - - - - - - , , - - - - - - ' \ , - , - - - , , - C O N 1 ' . P O U R E ~ C O N C R E T E £ . D . O R C O N C R I T ' E ~ B L O C K W A L L R E : O U I R E D , - = = - I ! : - = = - ~ ~ C O N C R E T E A N C H O R S / ( S E E S C H E D U L E ) S E C T I O N @ A N C H O R P O U R E D C O N C R E : T E O R ) C O N C R E T E B L O C K W A L L R E Q U I R E D S E C T I O N @ S T U D T Y P . T O P / B O T T O M C O N T . ( O P E N P O S / 7 1 0 N + ) C O N T . ( O P E N P O S ! n D N + ) ~ C O N T . ( O P E N P O S m o N + ) W A L L M O U N T I N G I N S T A L L A T I O N + . t : J I } K : S N A P C A P 1 1 5 T C R E : M A I N C L O S £ D A T N O N H U R R I C A N E C O N D I T I O N S . S E C T I O N 4 S C A L E : T / 2 " = 1 • COMBINED IN AN Y W A Y T O S U I T A N Y I N S T A L L A T I O N . F L O R I D A B U I L D I N G C O D E N o n H i g h V e l o c l H u r r i c a n e Z o n e ) © 2 0 2 0 T I L T E C O , I N C . / h L i E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y 6 3 5 5 N . W . 3 6 1 1 1 . s t . . 5 t o . 3 0 5 , ' I I R G - C A R D £ N S , F t 3 3 1 8 6 P l > o n e : ( J I J 5 ) 8 7 1 - 1 5 3 0 • f o , c , ( J 0 5 ) 8 7 1 - 1 5 3 1 C A - O 0 O 6 7 1 9 W A L T E R A . T I L U T J r . , P . E . F L O R l □ A L i e . 4 4 1 6 7 o . o s o • B E R T H A A . W M I N U M S T O R M P A N E L . , _ , . ( 2 . 0 0 • D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C · A r Y , N O 4 2 6 8 W E S T R O A D S D R I V E W E S T P A L M B E A C H , F L . 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 8 3 F A X : { 5 6 1 ) 8 4 1 - 1 7 1 6 _ , O N O U J 1 7 - 4 1 1 7 l > A t t 7 / 9 / 2 0 2 0 2 0 - t B J D R A ' H I N G N o S H E F ; T 4 o r 1 7 I I OPTION 12 SECTION SA L,-Min. SEPARAnON __ _,, 1 TO GLASS I I I I I I I I I I I I I I b~ ~ i---<D I I I BUILD-OUT & FLOOR MOUNTING INSTALLATION -SECTION 5 SCALE : 1/2" = 1" .;;-~ ~ L,j s ~ b5 ~ "' ~ '-!) ~ _, ~ ;,:: cl: ~ CONCR E T E A N C H O R S 1 - - - - E . O . - - . > . . i (St:E S C H E D U l E ) \ POURED CONC R E T E ; i REQUIRED E Q , 1 I E Q , I I I ~ 1 • Min. SEP A R A T I O N i 1 TO GLA S S : I I I I I I I I I I I I I ! CONCRETE Af/CH O R S (SEE SCHEDUlE) E . D . CEILING & F L O O R M O U N T I N G INSTALL.AT/ O N - S E C T I O N 6 SCAL E : 1 / 2 ' = 1 " £. D. -EDGE D I S T A N C E (SE£ S C H E D U L E O N SHEE T S 9 & 1 0 & 1 1 ) NOTE FOR COM B I N A T I O N O F S E C T 7 0 N S : WALL/FLOOR/C E I L I N G M O U N T I N G S E C n 0 N S C A N B f COMBINED IN A N Y W A Y T O S U I T A N Y I N S T A U A T I O N . I i A L T E I L E ' G I I I I I I 1 / 4 • 1 1 - 2 : 8 0 L 7 S o / . 1 x J / 3 2 W I I O 1 2 " O . C . I I I I I I I I I ~ 1 • M i n . S E P A R A T I O N T O G L A S S I 1 • I P O U R E D C O N C R E T E I I R E Q W R E D I I S O U D S I T O R E L C O m a l e P A N E L M A T E O R S . G . T A P C O N S 0 @ O R @ W / 1 / 4 " 1 1 - 2 0 S I D E W A L K B O L T O R 0 0 O R @ w / @ w / 1 / 4 " , - 2 0 T R U S S H E A D B O L T + + ( S E E S C H E D U L E F O R S P A C I N G ) - - - - - - ~ I I I I I I I I I ~ t • M i n . S E P A R A T I O N : 1 T O G L A S S : P O U R E D C O N C R E T E I I I O R C O N C R E T E B L O C K W A L L R E Q U I R E D c i i . J 7 / 8 " X : J / 3 2 " W I N G N U T 0 £ 1 , E R Y S T U O t i 1 2 " 0 . C . A T P A N E L M A T E S O R S . G . T A P C O N S ~ . . . . . , . < - ¼ t - - - - S O L I D S E T O R n c o m o l e P A N E L M A T E O R S . G , T A P C 0 ~ : = 7 ~ - - - - ' - - - " - - - ~ C O N C R E T E A N C H O R ~ ( S E E S C H E D U L E ) 1 - - - E . D . - - - - - ' - , . . t 0 @ O R @ W / 1 / 4 " 1 1 - 2 0 S I D E W A L K B O L T O R O ~ 0 O R 0 w / @ W / t / r l l ' - 2 0 T R U S S H E A D B O L T + + ( S E E S C H E D U L E F O R S P A C I N G ) C E I L I N G c t F L O O R M O U N T I N G I N S T A L L A T I O N - S E C T I O N 7 D I R E C T W A L L M O U N T I N G I N S T A L L A T I O N ( D . M . ) S C A L E : 1 / 2 " = 1 " - S E C T I O N B © 2 0 2 0 T I L T E C Q . I N C . / h L l E C 0 1 N c . \ T l L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y 6 3 5 5 N . W . J e t h . S l . S t e . 3 0 5 . V I R C l ' o l l A l : N l o . E N S , F l . 3 3 1 6 6 P n o n e : ( J o S ) e 1 1 - 1 ~ , f • • : ( 3 0 5 ) 8 7 1 - 1 5 3 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T l L L I T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 o . o s o · B E R T H A A L U M I N U M S T O R M P A N E L t l . P ( 2 . o o • D E E P ) E A S T E R N M E T A L S U P P L Y . I N C 4 2 6 8 W E S T R O A D S D R I V E W E S T P A L M B E A C H . r L 3 3 4 0 7 P H O N E : ( S l i 1 ) 2 0 9 - 8 2 6 3 F A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 . . , . D R A W N B Y : 7 / 9 / 2 0 2 0 D A T E : 2 0 - t B . J D R A W I N G N o SOLID SET OR ELCO mole PANELMATF: OR S.G. TAPCONS @@) OR Q W/1/4"¢-20 SIDEWALK BOLT OR @ Q~ ~ 7/8"¢ X 3 / 3 2 " €g) OR 0W/ \fl) W/1/4"¢-20 TRUSSHEAD BOLT + + WING NUT S @ 1 2 " O . C . (SEE SCHEDULE FOR SPACING) ~~~~_, __ ,,__ ___ 1:c:AT~i ~ i ~ i s O R I I I I r~--c:i lJ ~ 1 " Min. SEPARATION TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 7/8" ¢ X 3/32" WING NUT@ EVERY STUD @ 12" 0. C. ,----L_ --✓-1-#1-..pm!I CONCRETE ANCHORS T {SEE SCHEDULE) I I I I I I I I I I I I I :--<D I I I I I I I I I I I I I WALL MOUNTING INSTALLATION SECTION 9 SCALE : 1/2" = T" ~ h . ~ ~ L . . , j ' : 5 f 2 l V J b J ~ ~ ( . . ' . ) 1 1 1 - . J ~ < ' . n : ) ( ~ I I I I I I I I I I I I I I I I I I I I C O N C R E T E A N C H O R S \ ( S E E S C H E D U L E ) - - - E . D . P O U R E D 7 C O N C R E T E I I R E Q U I R E D 1 I L 1 " M i n . S E P A R A T / O N I T O G L A S S I I I 7 / 8 " ¢ X J / 3 2 " W I N G N U T @ E V E R Y S T U D @ 1 2 " 0 . C . A L T E R N A T E L E G L O C A T I O N ~ < . : ) ~ - . J £ . D . = E D G E D I S T A N C E ( S E E S C H E D U L E O N S H E E T S 9 & 1 0 & 1 1 ) N O T E F O R C O M B I N A T I O N O F S E C T I O N S : W A L L / F L O O R / C E I L I N G M O U N T I N G S E C T I O N S C A N 8 £ C O M B I N E D I N A N Y W A Y T O S U I T A N Y I N S T A L L A T I O N . + + S I D E W A L K B O L T S A R E 3 / 4 " ¢ x 3 / 3 2 t H I C K H E A D M A C H I N E S C R E W W / L E N G T H A S P E R N O T E S A . 2 & 8 . 2 { S H E E T 1 ) + + T R U S S H E A D B O L T S A R E 1 / 2 ° 1 1 ' x 1 / 8 " T H I C K H E A D M A C H I N E S C R E W W / L E N G T H A S P E R N O T E S A . 2 & 8 . 2 ( S H E E T 1 ) £ O G E O F S L A B I F A P P L I C A B L E F L O R I D A B U I L D I N G C O D E N o n H i g h V e l o c i t y H u r r i c a n e Z o n e © 2 0 2 0 T I L T E C O , I N C . / h L i E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y l i n ! i 1 1 . W . 3 6 t h . S t . . S t e . 3 0 5 , ' A A G I N I A ~ E N S . F l 3 3 , & & P h o n t : ( 3 0 5 ) 8 7 1 - 1 5 3 0 . F o x : { 3 0 5 ) 6 7 1 - 1 5 J 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T I L L J T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 0 . 0 5 0 " B E R T H A A W M I N U M S T O R M P A N E L u . P ( 2 . 0 0 · D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C 4 2 6 8 W E S T R O A D S D R I V E W E S T P A L M B E A C H , r L 3 3 4 0 7 P H O N E : ( S 6 1 ) 2 0 9 - 8 2 8 3 f ' A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 D A : 1 1 : 7 / 9 / 2 0 2 0 D A 7 f ) 2 0 - 1 8 : S D R A W I N G N o 1 1/4" MIN. P£N£TR,WON TO CONCRETE BLOCK cl" 2" TO CONCRETE Ll .d EXISnN C BRICK V E E N E R 4 ----~-L----.--POUREO CONCRET[ OR CONCRETE BLOCK WALL REQUIREO EXISTING PANEUJATE 7VAS ANCHORS OR 1/4" ii STfft. ANGLE LINT"E L 1 TAPCONS OR 7/4" II a.co M,ILE AS APPLJCABLE PANEi.MATES (Sff SCHEDULE FOR SPACING). QPUQN ll SECTION 11A 1" Min. SEPARAT/ON ------ - - - - 1 1,-----------TO GlASS . I 1/4" MIN._ PENCTRAnoN TO CONCRITt BLOCK & r TO CONCRE7F I I I t/4" 11-20 X 3/4" S.S. BOLTS W/ 7/8""" 3/32" WING NUT 0 12" 0. C. ~===-==t==== POURED CONCRETE" DR CONCRITF BLOCK WALL REQUIRED 1/4"ilx8" ELCO mole . PANELMATE TVAS ANCHORS OR 1/4" ¢ TAPCONS OR 1 / 4" 11 ELCO U4LE PANELMAT£S (Sff SCHEDULE FOR SPACING). BUILD OUT INSTALL.A TION SECTION 11 SCALE: J/8" = r· C D ~ ~ ~ l < J s E l ~ ! : . - 1 ~ ~ ~ ~ ~ ~ ~ 1 1 / 4 • M T N . P E N £ T R A n O N T O C O N C R I T E B L O C K & 2 " T O C O N C R E T E 4 · E X I S T I N G B R I C K V E E N E R t l - - - - ~ - P O U R E D C O N C R E T E O R C O N C R E T E B L O C K W A L L R E O U I R F : D 1 / 4 " r l x 8 " E L C O m o l e L E X / S T I N G P A N E L M A T F 7 V A S A N C H O R S O R 1 / 4 " , , T A P C O N S O R 1 / 4 " r , E L C O M A L E P A N E i . M A T E S ( S E E S C H E D U L £ F O R S P A C I N G ) . S T I T L A N G L E u m r r A S A P P L I C A B L E E . D . = E D G E D I S T A N C E O P T I Q N 1 2 S E C T I O N 1 1 A ( S £ £ S C H E D U L E O N S H E E T S 9 4 1 : 1 0 4 1 : 1 1 ) N O T E F O R C O M B I N A T I O N O F S E C r t O N S : W A L L / r L O O R / C £ J l / N G M O U N T I N G S E C T I O N S C A N B E C O M B I N E D I N A N Y W A Y T O S U I T A N Y I N S T A L L A T I O N . + + S I D E W A L K B O L T S A R E 3 / 4 " r 1 K 3 / J 2 7 H I C K H E A D M A C H I N E S C R E W W / L E N G T H A S P E R N O T E S A . 2 & B . 2 ( S H E E T 1 ) + + T R U S S H E A D B O L T S A R E 1 / 2 " 1 1 < 1 / B " T H I C K H E A D M A C H I N E S C R E : W W / L E N G T f l A S P E R N O T E S A . 2 & 8 . 2 ( S H £ £ T 1 ) F L O R I D A B U I L D I N G C O D E N o n H i g h V e l o c H u r r i c a n e Z o n e © 2 0 2 0 T I L T E C O , I N C . / h L i E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y ~ N . W , 3 6 ! 1 1 . S t . , s t e . J 0 5 , V I R G I N I A G N I D £ N S . F l . 3 3 1 6 6 F ' t l o n o : ( 3 0 6 ) 8 7 1 - 1 S J O • f o x : ( J 0 5 ) 8 7 1 - 1 ~ 3 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T I L L f T J r . , P . E . F L O R I D A U c . 4 4 1 6 7 o . o s o · B E R T H A A W M I N U M S T O R M P A N E L 1 1 . P ( 2 . 0 0 • D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C 1 1 1 : Y . N C I 4 2 6 8 W E S T R O A D S O R I V E W E S T P A L M B E A C H , F L 3 3 4 0 7 P H O N E : ( S 6 1 ) 2 0 9 - 8 2 8 3 F A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 D D C l l l l ' l " I D I I I E Y . M o ° " " 7 / 9 / 2 0 2 0 D A T E : 2 0 - t B J D R A W I N G N a S H E □ 6 A o r 1 7 ADJACENT PANEL _J r4" Max. GAP INTERIORLY REMOVABLE STORM PANEL SECTION 8-8 ADJACENT PANEL sCALE .. 1 vr = , N B (BOTT) 1/4"-20x1" S.S. SIDEWALK BOLTS. W/ 7/B• X J/32" WING NUTS AT OVERLAP-~ 8 (BOTT) INTERIORLY REMOVABLE STORM PANEL 0 12A, 12B 12A,12B ADJACENT PANEL T/4. Mox. GA P 7 ' 8 (BOT T ) 8 {BOTT} A D J A C E N T P A N E L INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION SCAL[ : 1 vr -1 " 1 / 4 " - 2 0 x 1 " S . S . S I D E W A L K B O L T S . W / 7 / 8 " X 3 / 3 r c : i l . , j W I N G N U T S A T O V E R ~ P - - - - > - - - i i i I i _ _ j 1 . M i n . S £ P A R A T I O N ' ' P O U R E D C O N C R I T E O R C O N C R E T E B L O C K W A L L R E O U I R E D ! T O G L A S S c : i 4 i S O L I D S I T O R S . G T A P C O N S O R P A N E L M A T E S A N C H O R S 0 6 " O . C . A T A D J A C E N T P A N E L S 1 · I ! 2 O R A N Y O T H E R T O P T R A C K C o n t . 7 / 8 " X J / J 2 " W I N G N U T 0 E V E R Y S T U D t i 1 2 " 0 . C . . ~ ~ f , : > C j - - . J c : l ~ c t ~ 1 / 4 " - 2 0 x 1 " S . S . S I D E W A L K B O L T S . W / 7 / 8 " X J / 3 2 " W I N G N U T S A T O V E R L A P I 1 " / J i n . S E P A P . A T I O N I T O G I . A S S 1 / 4 • r , T A P C O N 5 0 5 • 0 . C . W / 1 7 / r M i n . T H R E A D E D P E N E T R A T I O N T O E X / S n N G W O O D H E A D E R . 2 O R A N Y O T H E R T O P T R A C K C o n t . 7 / 8 " X 3 / 3 2 " W I N G N U T f J E V E R Y S T U D 0 t r 0 . C . M t + - + - - 1 / 4 " ~ E L C O P A N E L M A T E S O R S . G . T A P C O N S W / r M I N . P E N E T R A T I O N A T M I D W I D T H O f ' P L A T E @ 6 " O . C . @ A D J A C E N T P A N E L S W A L L M O U N T I N G I N S T A L L A T I O N W A L L M O U N T I N G I N S T A L L A T I O N S E C T I O N 1 2 A S E C T I O N 1 2 8 S C A L E : 1 / 2 " = - r • I N T £ R / O R L Y R E M O V A B L E S T O R M P A N E L S E C T I O N S M A X . A . S . D D E S I G N P R E S S U R E R A T I N G = + 5 0 . 0 , - 5 0 . 0 p . s . f . F ' L O R I O A B U I L D I N G C O D E ( N o n H i g h V e l o c i t y H u r r i c a n e Z o n e ) © 2 0 2 0 T I L T £ C O , I N C . I T i l l . I T T £ S T I N G & [ N G I N E E R I N G C O M P A N Y 1 1 5 5 5 N . W . 3 W . . S t , S t e . l l Q O . ' t l l ' ! G l N ! A G o W I E N S , F l . 3 ! 1 6 8 P h . , , . : ( 3 0 5 ) 8 7 1 - 1 5 3 0 . F G M : ( 3 0 5 ) 8 7 1 - 1 5 3 1 C A - 0 0 0 6 7 1 9 W A L T E R I \ . T f l l . J T J r . , P . E . F L O R I D A U c . 4 4 1 6 7 0 . 0 5 0 • B E R T H A A L U M I N U M S T O R M P A N E L 1 u ( 2 . 0 0 · D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C . . . . . . . 4 2 . 6 B W E S T R O A D S D R I V E W E S T P A L M B E A C H , F L 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 8 3 F A X : ( S 6 1 ) B , 1 - 1 7 1 6 7 / 9 / 2 0 2 0 D A T £ : 2 0 - 1 8 3 D R A W I N G N o Cont. ~---1" Min. SEPARATION--------! TO GLASS POURED CONCRETE i , LJ CONCRETE ANCHORS 7/8" X J/Jr WING NUT@ 12" 0. C. REQUIRED ~' i (SEE SCHEDULE) ~-------£ 0.-------4 C£/L/NG ct FLOOR MOUNTING INSTALLATION -SECTION 13 SCALE : 1/2" = 1" £ D. = EDGE DISTANCE (SEE SCHEDULf ON SH££TS 9, 10 &.-11) NOTE FOR COMBINATION OF SECTTONS : WM.1./Fl.OOR/CE/LJNG MOUNTTNG SECTIONS CAN BE COMB/NU) IN ANY WAY TO SUIT ANY fNSTALIAnoN. 2 " J c 4 " X , 1 2 5 " - - - ✓ J 1 0 S - H 1 4 O R 6 0 6 J - T 6 A L L O Y C o n i . A l u m . A N G L E C A S E A { P l a n ) S C A L E : 1 / 4 " = 1 " P O U R E D C O N C R E T E O R C O N C R E T E B L O C K W A L L R E Q U I R E D r C O N C R U E A N C H O R S Q 1 2 " 0 . C . - - h ! . . ~ " 1 4 » I I 4 " X . 0 7 2 " P O U R E D C O N C R E T E O R C O N C R E T E B L O C K W A L L R E Q U I R E D , . o o o · 2 · x 2 · x . o s s · r o 2 · x 5 • x . o s s · C e n t . A l u m . A N G / . £ O R A L T E R N A T E L E G L O C A T ! O f , f , 0 8 0 " J 1 0 5 - H 1 5 4 S H E E T M E T A L A l v m . B E N T P I A T E C A S E C { P l a n ) S C A L E : 1 / 4 " " ' 1 " 2 · x J " x . 0 9 3 " 3 1 0 5 H - 1 4 O R 6 0 6 3 - T 6 A L L O Y C o n t . A l u m . A N G L E W f T H A N C H O R S f l 1 2 " O . C . C A S E D { P l a n ) " 3 1 0 5 - H 1 4 O R 6 0 6 J - T 6 A L L O Y C o n t . A l u m . A N G L E P O U R E D C O N C R E T E O R C O N C R E T E & L O C K W A L L R E Q U I R E D B U I L D O U T D I S T A N C E X _ J C A S E 8 { P l a n ) C A S E E ( P l a n ) E N D C L O S U R E S D E T A I L S S C A L E : 1 / 4 n = 1 " F ' L O R I D A B U I L D I N G C O D E N o n H i g h V e l o c l H u r r i c a n e Z o n e © 2 0 2 0 T I L T E C O , I N C . / h L I E C 0 1 N c . \ T I W T T E S T I N G l e E N G I N E E R I N G C O M P A N Y & 3 5 1 1 N . W . 3 8 t h . S I . . S t . . J C 6 . V l " < l l N I A C A A O E M S , A . 3 3 l & & P n o n e : ( 3 0 5 ) 8 7 1 - 1 ~ • f • • : ( 3 0 5 ) 6 7 1 - 1 ~ 3 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T I L L I T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 o . o s o · B E R T H A A W M I N U M S T O R M P A N E L U . P ( 2 . 0 0 · D E E : P ) D R A I I W B Y : E A S T E R N M E T A L S U P P L Y , I N C . . . . . N D 4 2 6 8 W f S T R O A D S D R I V E W E S T P A L M 8 E A C l - t , F L 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 6 3 F A X : ( 5 6 1 ) 8 , 4 1 - 1 7 1 6 1 1 1 ( 1 1 : 7 / 9 / 2 0 2 0 2 0 - 1 B . J D R A W I N G N o WJaMUll A. S . D , D E S I G N P R E S S U R E R A T I N G { s , , s , t J A N D C O R R E S P O N D I N G M A K D f U l l A N C H O R SP.ACING SC H E D U L E F O R I N S ' / ' 4 C l A 1 1 Q N S I N C O N C R E T E A l { D C O N C R E T E B L O C K 5 T B U C T U R E S A~ 1---------ANCH()l/$-r-__ SPN:1NG ___ Fl)fl_£_._D.--,-•_3_1~/2"-• ____ ..,. _______ ...,.. __ _ _ _ _ - - I ~ Rcr;UtAR rAPCONS SOI.JI) St:r S.G-17tl'CON PANaMA1ES P M a M I I I " 7 V A S N ' l ' U C A 8 L £ r o S E C I I O N S / 4 1 A N Y C O I M J I H A T I O N O F T H E J I PAT/NG (r,.,,.f.) ro = ro -ro CONCRCrF ro w.soN1rY ro ~ ro MASONFrr ro ~ ro MASONRY ro ~ r o " 4 S O N R Y 12· N/A 12· N/A 12" N/A t2" N/A N/A N / A 1 ( T O P ) 12· 7" 12· 12" 12· 12· r2· 12· 12· 1 2 · I ( B O T T O M ) 12· N/A ,2· N/A 12" N/A 12" N/A 12" N / A 2 ( T O P ) 7" 9• 9• g• 9" g• g• 9• 9 " 2 ( B C T T O M ) N/A N/A 9" N/A 9" N/A 9" N / A ~ ( T O P ) 7" 9• 9" g• 9" 9• 9" 9 • J ( B O T T O M ) 12· 7" 12· 12" 12· 12· 12· 12· 12· , 2 · 4 ( T O P ) ,2· 7" 12· 12• 12" t2" 12" 12" 1 2 " 4 ( B O T T O M ) 9• N/A 9" N/A 9" N/A 9" N/A g- N / A 5 , 1 . ( r O P ) N/A 12" N/A 12• N/A 12" N/A N/A N / A ! 5 ( 8 U T T O M ) io· N/'A 12" N/A 12" N/A 12" N/A N/A N / A 6 ( T O P ) iH0.0, -40.0 10" N/A 12• N/A 12" N/A 12" N/A N/A N / A 6 ( B O T T O M ) UP TO 1-----ll-----t----+----+-----il-----+----+----+-- - - t - - - - + - - - - - - - - 1 1+60,0. -60.0 10" N/A 12" N/A 12" N/A 12" N/A N/A N / A 7 ( T O P ) 10" N/A 12" N/A 12" N/A 12" N/A N/A N / A 7 { B O T T C J M ) N/A N/A N/A 12" Hr g• 9• 6" N/A 72" 12" 12 • 12" 12" 12° 12" 1 2 " 8 ( T O P ) N/A 12" 12" 12" 12• 12" 12" 12" 1 2 " B ( B O T T O M ) N/A 12" 12" 12" 12• 12" 12" 12" 1 2 " 9 ( T O P ) 7• 12· 12· 12· 12· 12" 12· 12" 1 2 · 9 ( B O T T O / t i ) N/A 12" N/,'I 12" N/A 12" N/A N/A N / A 1 0 ( T O P ) N/A 6" N/A 6" N/A 6" N/A N/A N / A 1 0 ( 8 0 1 T O M ) 7' N/A N/A N/A N/A 9" 7" g• 7 • 1 I A ( T O P ) 7• N/A N/A N/A N/A 9" 7" 9• 7 " 1 1 ( B O T T O M ) N/A 6" N/A 6" N/A 6" N/A N/A N / A I J ( T O P ) N/A N/A 6" N/A B" N/A N/A N / A I J ( B O T T O M ) uMAX/MUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANC£. FOR £D. LESS T H A N . J 1 / 2 : REDUCE ANCHOR SPACING BY MULTTPL YING SPACING SHOWN ON SCHEDULE 8Y TH£ F O L L O W I N G F A C T O R S . {NOT£: /Jin. £0. FOR SOIJDSE"T ANCHORS IS 3"} I W r l ! , l l / l l P N l f l t £ N C T H , . • ( f t ) s · - o · O R L E S S A . ~ W J O N U i l I J I C H O R S S P A l : I N G R J R c . D . - 3 1 / 2 " • A P P U C A 8 l I r o S E C ' T I O N S / I t A N Y C O M B I N A T 1 0 H O F 1 H I J I ~ R C G I I L N i T N ' C O N S S " Q ' . I O S E T S . ! ; . T A P C O / f P A N E l . # I I E S P J N E U I A ' T E : 7 \ 1 1 \ S R A T H G ( p . a . l J r o C O N C R £ 7 C r o l l l 4 S O N R Y 1 1 ; 1 t ; t ; N C R £ T F 1 1 : 1 w . s t W R T r o C O N C R £ T C r o M A S C N l f Y r o C C N C R ( 1 £ r o I I A S O N R Y r o C O J I C l 1 £ r E r o f l l A S O N R ' f 1 1 · N / A 1 1 " N / A , , . N / A , , . 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D f t : 1 H , . • ( f l . ) 9 ' - o " O R l £ S S FOR THIS OPERATION TO BF POSS/BIL REDUCED SPACING OBTAINED USING FACTOR S H A L L N O T 8 £ LESS 7™N MINIMUM SPACING INDICATEO FOR EACH ANCHOR TYPE AT ANCHORS /.£GE N O . T A P C O N { R E G U L A R O R S . G . ) P A N a i . t A n : O R P A N E i . M A T E : T V A S : r FAt:TOR ACTUAL £. D. TAPCON (Rf(JUI.AR) S.G. TAPCON, PANEi.MATE: OR PANEi.MAT£ TV A S S O U O S I T 3• .86 . 7 5 2 1/2" .71 . 5 0 2· ,50 1 1/2" .35 S O L I D S U i J " F L O R I D A B U I L D I N G C O D E ( N o n H i g h V e l o c f t y H u r r t c a n e Z o n e ) e 2 0 2 0 T I L T E C O , I N C . / h L i E C 0 1 N c . \ T I L U T T E S T I N G & E N G I N E E R I N G C O M P A N Y 6 3 5 5 N . W . 3 6 t h . S t . , S t . . " ° 5 , " 1 R O N A C A R I I E M S , F l . 3 3 1 f l 6 P h o n e : ( J 0 5 ) e 7 t - 1 5 3 0 • f o x : ( J 0 : > ) 8 7 1 - 1 5 3 1 C A - 0 D 0 6 7 1 9 W A L T E R A . T I W T J r . • P . E . 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D. • J 1/2"$ $ N ' P I . J C I I S t . E r o U A X I M U M ~ A N C H O R S S P A C I N G r o R C . D . • : J r / 2 " • • ~ r o A.SO. DES1GII ~ , . M A X I U I J I J P A N n A . S . D . O £ S / G N S E r : T I O N S , . I I A X I M / J J / P A I / f l PRESSURE Rrol/l.A/1 Tll'CeliS SOUD SET S.G.TN'CON PANa.lC,IIES P ~ T F T V A $ ' , w r O O M I J I N A 1 / 0 N U J l ( ; T H 1 . " ( f t J P R E S S U l 1 £ R £ C I I U R T / I P C C N S S O I . I D S C T S . G . T A P f X / N P A N f U l l ! 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I A ( T O P ) 9• g• g• 9• g• 9• g• g• 9 • 9 • 3 ( B O T T O M ) 9 • 9 • 9 • g • g • 9 • g • g • 9 • 9 • 3 ( B O T T O M ) 12· 11" 12· 12· 12· 12· 12· 12· 1 2 · 1 2 · 4 ( r o P ) 1 2 · 7 • 1 2 · 1 2 · 1 2 · 1 2 · 1 2 · , 2 · 1 2 · 1 2 " 4 ( T O P ) 12· 11" 12· 12· 12· 12· 12· 12· 1 2 · 1 2 · 4 ( B 0 1 T O M ) 1 2 · 7 • 1 2 · 1 2 · 1 2 · 1 2 · 1 2 · 1 2 · 1 2 · 1 2 · 4 ( B ( ) m » . 1 ) 9• N/A g• N/A 9• N/A s· N/A g • N / A ~ ( T O P ) g • N / A g • N / A g • N / A g • N / A g • N / A 5 ' I ( T O P ) 12· N/A 12· N/A 12· N/A 12· N/A N/ A N / A 5 ( B O T T O M ) 9 • N / A I I . N / A 1 2 · N / A 1 2 · N / A N / A N / A 5 ( B O T T O M } 12· N/A 12· N/A 12· N/A 12· N/A N/ A N / A 6 ( T O P ) 9 • N / A 1 1 1 / 2 " N / A , 2 · N / A 1 2 · N / A N / A N / A 6 ( T O P ) +4-0.0, -40.0 12· N/A 12· N/A 12· N/A 12· N/A N/ A N / A 6 ( B O r T O A I } a · - o · + 4 0 . 0 , - 4 0 . 0 g • N / A t i . 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J ( B O T T O M ) 6 " N / A 6 " N / A 6 " N / A 6 " N / A 6 " N / A 1 3 ( B O T T O M ) • U S E 6 " O C F O R P A N E 1 L E N G T H S L A R G E R T H A N , o · - o · A N D U S £ 1 2 • O C A S S H O W N O N S C H £ D U L E F O R P A N E L S L E N G T H S c Q U A I . . O R S H O R T E R T H A N 1 0 ' - 0 ult/AX/MUM ANCHOR SPACJf,ICS AR£ VALID FOR .J 1/2" £(JG£ DISTANCE. FOR £. D. LESS 1H,4J,/ .J 1/2: ~ N C H O ~ ~ L t . < i . f N D R£DUC£ ANCHOR SPACING BY MULnPL YING SPACING SHOWN ON SCHWU/.£ BY THE: FOLLOWING FACTORS. (NOTE:: Min. E. D. FOR SOLllJScT ANCHORS IS .Jj M i n . FOR THIS OPE'RATION TO BE: POSS/BL£, REDUCED SPACING OBTAJN£0 USING FACTOR SHALL NOT BE A N C H O R T Y P E A N C H O R LESS THAN MINIMUM SPACING INOICATITJ FOR EACH »ICHOR TYPE: AT ANCHORS l.£GCND. S P A C I N G FACTOR T A P C O N { R E G U L A R O R S . G . ) P A N E L M A T E O R P A N E l / J A T E T V . A S j 3 • E . D . E D G E D I S T A N C E = AC1UAL £. D. T#'CON (REGULAR) S.G. 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U N ; T J I . - , ~ . ) > 8 ' - 0 ' U P T O 1 2 ' - 6 " • USE 6" 0C FOR PANEL LENGHTS LARGER 7HAN ,o·-o· AND USE 12· AS SHOWN ON SCH£DUL£ FOR PANE L S L < N C T H S E Q U A L O R S H O R T E R T H A N 1 0 ' - o · ullAXIMUM ANCHOR sPAC/NGS ARE: VAUD FOR 3 1/2" WCE: DISTANCE. FOR E.D. L£SS THAN 3 1/2: REDUCE ANCHOR SPACING BY MULTIPLY/NC SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE: Min. E.D. FOR SOUDSET ANCHORS IS Jj A N C H O f l S l . . f 1 i D I P / A N C H O R T Y P E M A J t 1 M U I I I A A X I M I J M N K : H 0 R S ~ F O R £ . D . - : S 1 / Z " • • A f ' P U C A I J j £ T O A ~ I - - R £ 1 l i J J A R - - - W ' O O N S - - - . . - - - - S C U D - - S t : r - - - . . - - . . . ; . . - S . _ G . T , _ ' N ' C O N _ _ _ . . . . , . . _ _ _ _ _ _ 1 E S _ _ . . . . , . . _ _ P A N E I . M , l _ _ _ l F _ J ' I M S _ _ . . . j S C C T I O N S I • R A J I N G ( p . • . , . ) " " r o _ C C W C R E n : _ _ , _ - r o - - - - + r o - C C J N r : R E r c - - , - T O - U A S O M f ' l ' - - + 1 0 - = - - - . - r o - _ , , . , - - + - r o - C O N < : - - R £ 1 £ - - - . - r o - 1 1 A S O N 1 r r - - + - r o - C O N C 1 £ 1 £ - - ' . . : . . - . - r o - w . s o N 1 r r - - - - 1 , w r ~ T I O I I 8 1 / 2 " N / A N / A 7 • 9 • 9 • 9 • g • 9 • r 9 • r 1 ( B O T T O M ) N / A N / A 9 " N / A 9 " N / A g • N / A 2 ( T O P ) 9 " 9 " 9 " 9 " 9 " 7 " 9 • 9 • 2 ( B O T T O M ) N / A 9 • N / A 9 " N / A 9 " N / A 9 • N / A ~ ( T O P ) g • 9 " 9 " 9 " 9 • 9 • 7 " 9 " g • . 3 ( B O r T O l , I ) g • r s · 9 • 9 • g • s · 7 • 9 • r 4 ( T O P ) 9 • 7 • g • 9 • 9 • 9 " g • 7 • 9 • 7 • 4 ( B O r r o M ) 8 " N / A 9 " N / A 9 " N / A g • N / A 9 • N / A ~ ( r o P ) 5 " N / A 6 " N / A 7 " N / A 7 • N / A N / A N / A ~ ( B O T T O M ) 7 " N / A 8 " N / A 1 0 " N / A B " N / A N / A N / A 6 ( T O P ) + w J : ; 7 0 ! 1 0 . o 1 - - s - · - + - N / . _ i ' l _ - + - - - 5 - • - + - - ' N / . _ " _ - + - _ _ . , _ · - + . . . . . . ; N / , _ ; , i _ + - - 7 • - - + _ . . . : N / . _ i ' l _ + _ N . : . . V A _ - + _ N / . _ ; _ i ' l _ + _ 6 . . . : ( B O T T O M _ _ . : . . ? - - 1 1 1 - 1 0 0 . 0 , - 1 J O . O s • N / A 6 " N / A 7 " N / A 7 " N / A N / A N / A 7 ( T O P ) 5 " N / A 6 " N / A 7 " N / A 7 " N / A N / A N / A 7 ( B U T r O M ) N / A N / A 1 2 " 6 " 1 2 " 6 " 1 2 " 6 " 1 2 • 6 " 8 ( T O P ) N / A N / A 1 2 " 6 " 1 2 • 6 " 1 2 " 6 " 1 2 " 6 " 8 ( B O T T O M ) N / A N / A 1 2 " 6 " 1 2 • 6 " 1 2 " 6 " 1 2 " 6 " 9 ( T O P ) g • 7 " 9 " 9 " 9 • 9 • g • 7 " g • 7 " 9 ( B O T T O M ) 7 • N / A 8 " N / A 1 0 " N / A 8 " N / A N / A N / A 1 0 ( T O P ) 5 " N / A 6 ' N / A 6 ' N / A 6 " N / A N / A N / A 1 0 ( B 0 1 T O J 1 ) s · , r N / A N / A N / A N / A 7 " 7 " 7 " 7 " 1 1 A ( T O P ) 5 • 4 • N / A N / A N / A N / A 7 " 7 " 7 • 7 • 1 1 ( B O T T O M ) 6 " N / A 6 ' N / A 6 " N / A 6 " N / A N / A N / A 1 3 ( T O P ) 5 I M i n . A N C H O R S P A C I N G N / A 6 " N / A 6 " N / A 6 " N / A N / A N / A 1 J ( B O T T O M ) FOR THIS OPERAnGN TO 8E POSS/Bl£, RBJUCED SPACING OBTAINED USING FACTOR SHALL NOT 8E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. T A P C O N ( R E G U I . . A R O R S . G . ) P A N E L M A T E O R P A N E L M A T F : 7 V A S 3 " ACTUAL E. D. FACTOR TAPCON (REGUI.AR) 5.G. rAPCON, PANEi.MATE OR PANELMATE: 1VAS S O U D S E T 3 • 3• .86 .75 2 f/2" .71 .50 2• .50 1 1/2" .35 £ 0 , = E D G E D I S T A N C E F L O R I D A B U I L D I N G C O D E ( N o n H i g h V e l o c l t y H u r r i c a n e Z o n a ) © 2 0 2 0 T I L T E C O , I N C . / h L l E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O h i l P A N Y S 3 6 5 N . W . 3 6 1 h . S t . . S t e . 3 0 5 . " 1 R G I N I A G A A l l E N S , F 1 . 3 3 1 6 6 " " " " " , ( 3 0 S ) I J 7 1 - 1 5 3 0 . f Q I ( : ( 3 0 5 ) 8 7 1 - 1 5 3 1 · C A - 0 0 0 6 7 1 9 W A L T E R A . T I L U T J r . , P . E . F L O R l l l A U c . 4 4 1 6 7 o . o s o • B E R T H A A W M I N U M S T O R M P A N E L i l . P ( 2 . 0 0 • D E E P ) E A S T E R N M E T A L S U P P L Y . I N C 4 2 6 8 W E S T R O A D S D R I V E W E S T P A L I , ! B E A C J l , F ' L 3 3 4 ' 0 7 P H O N E : ( S 6 1 ) 2 0 9 - 8 2 8 3 F A K : ( 5 6 1 ) 8 4 1 - 1 7 1 6 - · N D I I I I S C l l l l ' l l C O I D n E I . . . . . . N o I - I I M T E D R A W N B Y : 7 / 9 / 2 0 2 0 O A T C : 2 0 - t 8 3 D R A W I N G N o t - - 2 ' ; . . . . _ - + l l _ . ; ; ; O U l c ; ; . , . ; ; l . ; . . 7 - . . ; ; ; o o ; . ; ; . 7 _ - + P : ' - : , , » . . : . . . . ; / Z 0 2 < 1 - + . . . - ' - + - 1 - - - - - + 1 1 - - - - 1 S H E E T 1 1 o r f 7 I I • I I I WOOD HEADER : REQUIRED I I I I I I I I I I I I I I I I I" Min. 11-SEPARATION TO GLASS I I I I I I I I I I 1/4" Jf TAPCONS W/1 1/2" MIN. THR£ADED P£NETR).T10N TO EXISTING WOOD HEADER. (Sff SCHEDULE) Cont. 7~~ -@cont. 1/4" I TAPCONS ... i I<) ~ ~ ~ !:J ~ ~ ~ ..., ~ ~ >i ~ SCREWS W/ t 1/2" Min. THREADED PENEWATION 0 MIDW/DTH OF PlATE. (Sff SCHEDULE) SCCTION @ ANCHOR I I I ~ I I I I I 1" Min. I SEPARATION TO GLASS SECTION @ STUD ALTERNATIVE 1 SCALE: 1/2""" 1• I 1 WOOD HE:ADER : REQUIRE() I I I I" Min. I j_ SEPARATION TO GLASS I I I I I 1/4" 1-20 X J/4" I S.S. BOUS W/ 7/B~ x 3/32" WING NUT tp : 12• 0. C. 1/ 4 " I T A P C O N S W/ 1 1 / 2 " M I N . THR £ A D E D P E N E T R A T I O N TO E X I S T I N G W O O D HE: A D E R . ( S E E S C H W U L £ ) _ _ _ _ _ 1 2 5 0 " M x . 9 - 0 1/ 4 " I T A P C O N S W/ 1 1 / 2 " M i n . T H R E A D £ D PE N E T R A T I O N t i M I D W I D T H OF Pl.AT E . ( S E : £ S C H E O / J L E ) ALTERNATIV£ 2 SCALE: 1/2" .-I" NOTE FOR COMBIN,WON OF SECnONS : WALL MOUNnNG SECnONS CAN 8£ COMBINED IN ANY WAY TO SUIT ANY IN S T A L i . A T I O N . NOTES: . ; ; - ~ ~ l , j ' ~ [ i i i S V , ~ ~ i . . . , i j < : ~ I 1. INSTALLATIONS ARE ONLY VALID FO R M A X . A . S . D . D E S I G N P R E S S U R E R A T I N G AND PANEL LENGTHS AS PER SCHE D U L E S O N S H E E T 2 2. Sff ANCHOR SCHEDULE ON SHEET S 1 6 & 1 7 . 3. FOR NcW WOOD FRAME CONSTRUCT I O N : W O O D M E M B E R S T O 8 £ S O U T H E R N PINE No. 2. W/ SPECIFIC DENSITY O F 0 . 5 5 D R E Q U A L . I I 1 / 4 " I T A P C O N S W / 1 1 / 2 " M I N . T H R E A D E D P t N E T R A T I O N T O E X I S T I N G W O O D H E A D E R . ( S E E S C H E D U L E ) I W O O D H E A D E R : R E Q U I R E D 1 - I _ _ _ 1 • M i n . S E P A R A T I O N _ _ - - 1 1 T O G I . A S S Q P T I Q N l l A L T E R N A T I V £ . J A 1 / 4 " I f T A P C O N S W / 1 1 / 2 " M I N . T H R E A D E D P E N E T R A T I O N T O E X / S T T N G W O O D H E A D E R . ( S f f S C H E D I J L f ) C o r i t . c : , ~ _ _ l ~ ~ T . . ; ; - i ( , j l , j I ~ t J ~ I I I W O O D H E A D E R I R E Q U I R E D I 1 1 • M i n . L S E P A R A T I O N I T O G L A S S 1 / 4 " I T A P C O N S W / 1 1 / 2 " 1 1 1 / N . T H R £ A D E D P £ N £ T R A T I O N T O E : X / S T I N C W O O D H £ A D E R . ( S I T S C H E D U L E ) ~ C O N T . v . . . : : J ( O P £ N P O S m D N + ) 1 / 4 " I T A P C O N S W / 1 1 / 2 " M i n . T H R E A D E D P E N E T R A T I O N O M I D W I D T H O F P l A T F . ( S E E S C H E D U L E ) S E C T I O N @ A N C H O R I W O O D H E A D E R : R E Q U I R E D I ~ O P T I O N # 2 A L T E R N A V V £ . J A i - - - - 1 " M i n . S E P A R A T T O N - - - 1 T O G L A S S i l ' : ~ 1 " C O N T . 1 / 4 " 1 - 2 0 X J / 4 " S . S . B O L T S W / 7 / 8 " x 3 / 3 2 " W I N G N U T t i _ _ + - , 1 2 " 0 . C . ( O P E N P O S m O N + ) C D S E C T I O N @ S T U D 1 / 4 " - T A P C O N S W / 1 1 / 2 " M i n . T H R E A D m P r N £ 7 R A n O N O M I D W I D T H O F P l A T F . ( S E E S C H a J U L E ) + l : J D I E _ ; S W . P C A f ' 1 / 5 T , R E M A I N C L O S E D A T N O N H U R R I C A N E C O N D l n D N S . A L T E R N A T I V E J S C A L E : 1 / Z - - 1 " © 2 0 2 0 T I L T E C O , I N C , / h L I E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O t . 4 P A N Y 8 3 5 5 P f . W . 3 6 t h . s t . , s t . . 3 0 5 , V R Q N I A I I A R O E N S , F l . 3 3 1 6 8 P h o n e : ( 3 0 6 ) 8 7 1 - 1 5 3 0 . F o x , ( 3 0 5 ) 8 7 1 - 1 5 3 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T I L U T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 o . o s o · B E R T H A A L U M I N U M S T O R M P A N E L ( 2 . 0 0 • D E E P ) E A S T E R N M E T A L S U P P L Y , I N C ! h . N I I 4 2 6 8 W E S T R O A O S D R I V E W E S T P A L M B E A C H , F l . 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 6 3 F A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 l i l . P D R A W N B Y : · 7 / 9 / 2 0 2 0 D A T E : 2 0 - I B J D R A W I N G N o --I : WOOD HEADER I REQUIRED I I I I 1• Min. I-S[PARAnON I TO GLASS I I I I I I I I I I I I I I I I I I I I I Cont. 1/4" 11 LONG ELCO PANEL MA T£S OR S. G. TAPCONS W/ 2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. {SEE SCHEDULE) 7/B"fa x 3/32" WING NUTS @ 12" 0.C. 7/8", K J/Jr WING NUT 0 £VERY STUD 1/4" I TAPCONS W/ 1 1/2" Min. THREADED PENETRATION @ MIDWIDTH OF PLATE. (SEE SCHEDULE) ALTERNATIVE 9 SCALE : 1/2" = 1" W O O D T R U S S E S O R R A F T E R @ 2 4 " 0 . C . R E Q U I R E D 1 / 4 " g j X J / 4 " I T W / B U I L D E X T E K S C R E W S @ 6 " o . c . I 1 " M i n . _ j S E P A R A T I O N I T O G L A S S I A L T E R N A T I V E 1 O A S C A L E : 1 / 2 " = 1 " _ _ _ _ _ _ _ _ _ _ _ _ . ' . _ _ _ _ _ _ , . . X 4 n X f / 8 " M i n . ( 6 0 6 3 - T 6 ) A l u m . T U B E W / { 3 ) 5 / 1 6 " ~ X 4 " L A G S C R E W S T O E A C H J O I S T . L O C A T E S C R E W A T M I D W I O T H O F E X I S T I N G W O O D M E M B E R { 2 " M i n . N O M I N A L W I D T H ) w / 2 " M i n . T H R E A D E D P E N U R A T I O N . N O T E S : ( L I M I T E D T O + 6 0 . 0 , - 6 6 . 0 p . s . f . D E S I G N L O A D A N D U P T O 9 ' - 0 " M a x . P A N E L L E N G T H } 1 . I N S T A L L A T I O N S A R E O N L Y V A L I D F O R M A X . A . S . D . D E S I G N P R E S S U R E R A T I N G & P A N E L ' S L E N G T H S A S P E R S C H E D U L E S O N S H E E T 2 { E X C E P T A S N O T E D ) I 7 / B " , x 3 / 3 2 " W I N G N U T @ E V E R Y S T U D @ 1 2 " 0 . C . I I AL T E R N A T / V £ 1 0 SC A L E : 1 / 2 " = 1 " 1 1 . 0 0 0 " ~ M I N . I 2 " X 6 " W O O D D E C K R E Q U I R E D ( N O F I N I S H A L L O W E D ) 1 / 4 . . I T A P C O N S W / 1 1 / 2 " M i n . T H R E A D E D P E N E T R A T I O N { S f f S C H E D U L E ) 2 . S E E A N C H O R S C H E D U L E O N S H E E T 1 6 & 1 7 . 3 . F O R N E W W O O D F R A M E C O N S T R U C T I O N . - W O O D M E M B E R S T O B E S O U T H E R N P I N E N o . 2 , W / S P E C I F I C D E N S I T Y O F 0 . 5 5 O R E Q U A L . N O T E F O R C O M B / N A T I O N O F S E C T I O N S : W A L L / F L O O R / C E I L I N G M O U N T I N G S E C T I O N S C A N B E C O M B I N E D I N A N Y W A Y T O S U I T A N Y I N S T A L L A T I O N . l b 2 D 2 0 T I L T £ C O , I N C . o . o s o · B E R T H A A L U M I N U M S T O R M P A N E L " ' · " / h L I E C 0 1 N c : . \ ( 2 . 0 0 • D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C 7 / 9 / 2 0 2 0 D A T E ' : INSTALLATION DETAILS ON EXISTING WOOD BUIL D I N G S T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y 6 3 $ 5 t t . W . 3 6 t h . s t . . S t e . J 0 5 , V I R Q I N f A G A R D E N S , F l . 3 3 1 & a P h o o t , ( J 0 5 ) 8 7 1 - 1 5 3 0 • f a x , ( 3 0 5 ) e 7 1 - 1 5 3 1 C A - 0 0 0 6 7 1 9 ' 2 6 8 W E S T R O A D S D R I V E W E S T P A l . . N B £ A C H , t L . 3 3 4 0 7 P H O N E : ( 5 1 1 1 ) 2 0 9 - 8 2 6 3 F A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 2 0 - 1 B 3 W A L T E R A . T I W T J r . , P . E . F L O R I D A L i e . H 1 6 7 I I E V . N O D R A W I N G N o I 1 WOOD HE:ADER : REQUIRED I I 1/4" # TAPCONS W/ 1 1/2" Min. THREADED P£NITRATION TO EXl571NG WOOD Ht=:ADER.(Sff SCHEDULE:) 3 I I • Min. SEPARATION I-TO GlASS I I I I WOOD HEAD£/? : REQUIRED QPTIQN IT ALTERNATIVE SA 1/4" # TAPCONS W/1 1/2" MIN. THREADED PENETRATION TO D<ISTING WOOD HEADER. (Sl:I SCHEDULE) QPTIQN 12 ALTERNATIVE SA 2X6WOOD DECK REO'D. 1/4"tl TAPC0/115 7/8" ·x ;3/32" WING NUt 0 EVERY STUD 0 12" O. C. W/ 1 1/2" MIN. 1HREAD£D PENF:rRATION (SE£ SCH£DUL£) ALTERNATIVE 5 SCALE : 1/2" :e 1" I I I I W O O D T R U S S E S O R R A F T E R \ 0 2 4 " 0 . C . R E Q U I R E D \ 11/4"" X 3 / 4 " : ITW/BVI L D E X 1TEK SC R E W S 10 6" O . C . I I I I I I I I I I I I ALT E R N A T I V E 6 A SCAL E : 1 / 2 " = 1 • {LIMITED TO +6 0 . 0 , - 6 6 . 0 p . s . f . D E S I G N L O A D l ! l ANO UP TO 9' - o " M a x . P A N E L L E N G T H ) ~ ~ I I I : I" M i n . r-SEPAR A T I O N : TO GI. . A S S I I I I I I I I 1 / 4 " 1 1 1 T A P C O N S 7 / 8 " X 3 / 3 2 " W I N G N / J T 0 ' E V E R Y S T U D 0 1 2 " 0 . C . W / 1 1 / 2 " M I N . T H R £ A D E D P E N E T R A T I O N ( S f f S C H E D U f f ) Al T E R N A T I V £ 6 SCALE : 1 / 2 " : . 1 " NO T E S : ( : , § l " x 4 " x l / 8 " M i n . ( 6 0 6 : J - T 6 ) A l u m . T U B E W / ( 3 ) 5 / 1 6 " , X I . . A G S C R E W S T O E A C H J O I S T . L O C A T E : S C R E W A T M I D W I D T H O F E X I S T I N G W O O D M E M B E R ( 2 " M i n . N O M I N A L W I D T H ) W / 2 " M i n . T H R E A D E D P E N I T R A T I O N . W O O D T R U S S E S O R R # r r R 0 2 4 • 0 . C . R E Q U I R E D 1 / 4 " - - J / 4 " S . S . w / 7 / 8 " W I N G N U T 1 2 " 0 . C . A L T £ R N A V V £ Z A S C A L E : 1 / 2 " = 1 " { L I M I T E D T O + 6 0 . 0 , - 6 6 . 0 p . s . f . D E S I G N L O A D 1 : : J A N D U P T O 9 ' - o " M a x . P A N E L L E N G T H ) ~ 2 X 6 W O O D D E C K R £ Q ' D . I I I I J " M i n . / - - S E P A R A T I O N I T O G L A S S I I I I : 1 / 4 • t l - 2 0 X I j / 4 " S . S . B O L T S I W / 7 / 8 " x 3 / 3 2 " : W I N G N / J T 0 1 1 2 M 0 . C . I I I I , . l / 4 " t l T N > C O N S W I 1 1 / 2 " M I N . T H R £ A D £ i J P £ N F : r R A T I O N ( S f f S C H E D U L E ) A L T E R N A T I V E 7 S C A J . £ : 1 / 2 " = 1 " ~ l . ' l c 5 _ , I : W O O D H E A D E R I R E Q U I R E D I I I I I I I I I I I I I I 1 • M " I I S E P ~ ; O N I f - T O G L A S S - j I I I I I I 7 / 8 " X J / J r I I W I N G N U T O 1 [ £ V E R ' / ' S T U D : I A L T E R N A T I V E 8 S C A L E : 1 / 2 " = I " 1. I N S T A L L A T I O N S A R E O N L ' / ' V A L I D F O R M A X . A . S . D . D c S / G N P R E S S V R E R A T I N G A N D P A N E L · s L E N G T H S A S P E R S C H E D U L E S O N S H E E T 2 ( E X C E P T A S N O T E D ) N O T £ F O R C O M B I N A T I O N O F S £ C 1 7 0 N S : 2. S E E A N C H O R S C H E D U L E O N S H E E T 1 6 & 1 7 . J. F O R N E W W O O D F R A M £ C O N S T R U C T / O N : W O O \ ~ ! J t / g l f T Q , / j _ _ E S O U T H E R N W A L L / F L O O R / C £ J U N G M O U N T I N G S E C T I O N S C A N B E C O M B I N E D I N A N Y W A Y T O S U I T A N Y I N S T A L L A T I O N . 1 / 4 • t i E L C O P A N E L M A T E S O R S . G . T A P C O N S W / 2 " M I N . T H R E A D E D P E N £ T R / J . n G N O M I D W I D T H O F P L A T £ . T Y P I C A L T O P 4 < B O T T O M . ( S E E S C H E D U L E ) P I N £ N o . 2 , W / S P E C I F I C D E N S / T ' / ' O F o . ~ ' I J A L . T l l 1 - ' , , . F l . O R I D A B U I L D I N G C O D E N o n H T h V e l o c H y H u r r i c a n e Z o n e © 2 0 2 0 T I L T t C O , I N C . / h L I E C 0 1 N c . \ T I L U T T E S T I N G & [ N G I N t t R I N G C O M P A N Y 6 3 5 5 N . W . 3 6 t h . S I . , S t . . 3 0 5 , \ l l R O l N I A ~ E N S . A . 3 3 1 & & P h o n e : ( J 0 5 ) 6 7 1 - \ 5 J 0 • r o x : ( ~ ) 8 7 1 - 1 5 . 3 1 C A - 0 0 0 6 7 1 9 W A L T E F I A . T f L U T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 o . o s o · B E R T H A A W M I N U M S T O R M P A N E L / , t . P a ( 2 . 0 0 • D E E P ) E A S T E R N M E T A L S U P P L Y , I N C 4 2 6 8 W E S T R O A D S D R I V E W E S T P A L M B U C H , F L 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 . 6 3 F A X : ( 5 6 1 ) 8 - 4 1 - 1 7 1 6 D A T ' l i D R A W N B Y : 7 / 9 / 2 0 2 0 D A T C : 2 0 - 1 8 3 D R A W I N G N o 1 7/B" Min. PENETRATION 1/4"-xB" E L C O m a l e P A N E L M A T E 7VAS ANCH O R S O R 1 / 4 " ¢ T A P C O N S (SEE SCHE D U L E ) . . 2 5 0 " . J . M a x . = = ' - - - ~ WOOD HEADER REQUIRED 11 11 11 I I" Min. : 1--------SEPARATION-------f I I TO GLASS • "' EXISTING 2» x 4" STUDS 0 16" O.C. Max. REQ'D 11 1/4 "¢ x 8" ELCO male PANELMATE TVAS ANCHORS OR 1/4"¢ TAPCON (SEE SCHEDULE) . TO EXISTING Pl'tWOOD. QP'QQN ll Al TERNA TIV£ 11 A EXISTING Min. 1 /2 • Pl YWOOD REO 'D (TYP) W/ FASTENING TO STUDS AS PER SECTION 2304 OF THE FLORIDA BUILDING CODE. T/4" ¢- 2 0 X 3 / 4 " S.S. BO L T S W / 7 / B " x J/Jr W I N G N U T 0 12* 0 . C . Al TERNA TIVE 11 BUILD-OUT INSTALLATION SCALE : 1/2" = 1 n " * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50. 0 , - 6 0 . 0 p . s . f . F O R U P T O 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., F O R P A N E L L E N G T H S G R E A T E R THAN 78" UP TO 108" INSTALLATION DETAILS ON EXISTING WOO D B U I L D I N G S 1 / 4 " - x a • E L C O m o l e P A N E L M A T E 7 V A S A N C H O R S O R r / 4 " ¢ T A P C O N S ( S E E S C H E D U L E ) . @ c o n t . W O O D I I I H E A D E R I R E Q U I R E D I I I I E X I S T I N G I I I S T f f l A N G L E L I N T E L I I 1 1 A S A P P U C A B L E I 1 1 1 1 I I I • M i n . I I I I S E P A R A r l O N I 1 1 T O G L A S S I I 1 1 I O P T I O N 1 2 A L T E R N A [ ! V E l l A N O T E S : 1 . I N S T A L L A T I O N S A R E O N L Y V A L I D F O R M A X . A . S . D . D E S I G N P R E S S U R E R A T I N G A N D P A N E L ' S L E N G T H S A S P E R S C H E D U L E S O N S H E E T 2 { E X C E P T A S N O T E D ) 2 . S E E A N C H O R S C H E D U L E O N S H E E T 1 6 & 1 7 . 3 . F O R N E W W O O D F R A M E C O N S T R U C T I O N : W O O D M E M B E R S T O B E S O U T H E R N P I N E N o . 2 , W / S P E C I F I C D E N S I T Y O F 0 . 5 5 O R E Q U A L . N O T E F O R C O M B I N A T I O N O F S E C T I O N S : W A L V F L O O R / C E I U N G M O U N T I N G S E C T I O N S C A N B E C O M B I N E D I N A N Y W A Y T O S U I T A N Y I N S T A L L A T I O N . . 2 5 0 " " " i ! : t : i ~ ~ L u V ) . . . . k J G : / 5 ~ ~ 1 : ~ 0 2 0 2 0 T I L T E C O , I N C . 0 . 0 5 0 • B E R T H A A L U M I N U M S T O R M P A N E L 1 t t . P / l 1 L I E c o I N C . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y 6 3 5 5 N . W . 3 6 t h . S t . , S t , , . 3 0 5 . V I I I G I N I A G A A O E N S , A . 3 3 1 6 6 P h a n < : ( 3 0 5 ) 8 7 1 - 1 5 3 0 . F O l l o ( 3 0 5 ) 8 7 1 - 1 ~ 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T I L . L I T J r . , P . E . F L O R I D A L i e . 4 4 1 6 7 ( 2 . 0 0 • D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C 7 . / 9 / 2 0 2 0 D A T E · R E V . N O - 4 2 6 a W E S T R O A D S D R I V E W E S T P A L M B £ A C M , F l . 3 3 - 4 0 7 P M O M E : { 5 4 5 1 ) 2 0 9 - 8 2 6 3 r A X : ( 5 6 1 ) 8 " 4 1 - 1 7 1 6 2 0 - t B J - R E V . 1 1 o - D A T £ D R A W / N ( ; N o /ttAKOOJI,/ WOOD FASIDleRS APPUCABIETO A.S.D. fJCSIGN At.1V!N411~ # 4t ~E MGUU!R ~= RATING (p.s.f.} S.G.TAPCON ()If ANY COUEJINATION TAPCONS PANEUIAT'E: 1\115 OF THEJJ 12· N/A N/A 1 (TOP) 12" N/A N/A 1 (BOTTOM) ,2· N/A N/A 2 (TOP) 9• N/A N/A 2 (807TOM) 9· N/A N/A .JA (TOP) 9• N/A N/A .J (BOTTOM) 12· N/A N/A 4 (TOP) 12· N/A N/A 4 (BOTTOM) g• N/A N/A 5A (roP) g• N/A N/A 5 (BOTTOM) g• N/A N/A 6 (BOTTOM) +40.0, -40.0 81/2" N/A /If/A 7 (BOTTOM) OR LESS N/A 12· 12· 8 (TOP) Ill/A 12· 12" 8 (BOTTOM) N/A 12· 12· 9 (TOP) 12· N/A N/A 9 (BOTTOM) 6" N/A N/A 10 (BOTTOM} g• N/A 9• 11A (ToP} 4" N/A 4" If (BOTTOM) 6" N/A N/A 1J (TOP) 6" N/A N/A 13 (BOTTOM) 4• 4• 4• 14 {BorTOM) MAXIMUM A.S. D . D E S I G N P R E S S U R E R A T I N G ( p . s . l . ) A N D C O R R E S P O N D I N G M A X T M U M A N C H O R SPA C I N G S C H E D U L E F O R I N S T A L L A T I O N S I N T O W O O D f ' R A W B U [ L Q T N G S MAXIMUM PANEi. l.£NGTH 't" (ft.) s·-o· OR LESS l t l A X / M U M W O O D F ~ A P P I . / C A f J L C T O M A X I M U M W \ 7 0 0 F A S T F H E R S A P P U C N J L E r o 4 S , O . D E S I G N A L W i ' N 4 1 1 V E S # i t W A X I U I J M P A N / 1 A . S D . D £ S I G N J I A X l l l l ) l i l l l l l N f l . P R E S S / J R £ R f G U l A R P A N f L W " 1 7 l : S I . D & T H r ( N . ) P R E S S / J R £ R E G U L A R P ~ 1 E : s A L 1 E R N A T f V E S I . t R A 1 1 N G ( p . s . l . ) S . G . T ' A F C O N O R A N Y C O M B T N A T J O N s . G . T A P r : O N C R A N Y C X ) l , ( 8 ] N A T I O N l . £ N G 7 H 1 . · ( f t , ) T N ' C O N S P A N £ U I A ' T F 1 V J . S O F T H E M R A r l N G ( p . s . f . } T A F C O N S ~ l l ' W A S O F 1 H E M , 2 · N / A N / A I ( T O P ) 1 2 · N / A I l l / A 1 ( T O P ) 1 2 · N / A N / A 1 ( B O T T O M ) 1 2 · N / A N / A 1 ( B O T T O M ) 1 2 · N / A N / A 2 ( T O P ) 1 2 · N / A N / A 2 ( T O P ) g • N / A N / A 2 ( B O T T O M ) 9 • N / A I l l / A 2 ( B O T T O M ) 9 • N / A N / A . I A ( T O P ) 9 • N / A N / A . 1 ' 1 ( T O P ) 9 • N / A N / A J ( B O T T O M ) 9 • N / A N / A . J ( B O T T O M ) 1 2 · N / A N / A 4 ( T O P ) 1 2 · N / A N / A 4 ( T O P ) 1 2 · N / A N / A 4 ( B O T T O M ) 1 2 · N / A N / A 4 ( B O T T O M ) g • N / A N / A 5 A ( r o P ) 9 • N / A N / A 5 A ( T O P ) 5 1 / 2 " N / A N / A 5 ( B O T T O M ) 8 " N / A N / A 5 ( B O T T O M ) 5 1 / 2 " N / A I V / A 6 { B O n o M ) 8 " N / A I l l / A 6 ( B O T T O M ) + 4 0 . 0 , - 4 0 . 0 5 • N / A N / A 7 ( B O T T O M ) > B ' - o · + 4 0 . 0 , - 4 0 . 0 5 1 / 2 " N / A N / A 7 ( B O T T O M ) s · - o · O R U P T D U P T O O R L E S S N / A 1 2 · 1 2 · 8 ( T O P ) . , 1 3 ' - o " • + 6 0 . 0 , - 6 0 . 0 N / A 1 2 · 1 2 · 8 ( T O P ) L E S S N / A 1 2 · • 1 2 · • 8 ( B 0 7 T O M ) • N / A 1 2 · 1 2 · 8 ( B O T T O M ) N / A 1 2 · • 1 2 · ~ 9 ( T O P ) N / A 1 2 • 1 2 · 9 ( T O P ) 1 r N / A N / A 9 ( B O T T O M ) 1 2 " N / A N / A 9 ( B O T T O M ) s v r N / A N / A 1 0 ( B O T T O M ) 6 . N / A N / A 1 0 ( B O T T O M ) g • N / A g • 1 I A ( T O P ) g • N / A 9 • 1 1 A ( T O P } ' 4 • . . . N / A 4 • • • , , ( B O T T O M ) # 4 • • N / A 4 · . . 1 1 ( B O T T O M ) • 6 " N / A N / A 1 3 ( T O P ) 6 " N / A N / A 1 3 ( T O P ) 5 1 / 2 " N / A N / A I J ( B O T T O M ) 6 " N / A N / A 1 3 ( B O T T O M ) 4 • . . . 4 - M • • 4 • . . . 1 4 ( B O T T O M ) • • 4 • . . 4 • • 4 • , . 1 4 ( B O T T O M ) • * U S E 6 " O C S P A C I N G F O R P A N E L L E N G T H S L A R G E R T H A N 1 0 ' - o " A N D U S E 1 2 " O C * V A L I D O N L Y F O R U P T O + 5 0 . 0 , - 6 0 . 0 p . s . f . M A X . A S . O . D E S I G N P R E S S U R E * * A S S H O W N O N S C H E D U L E F O R P A N E L S L E N G T H S E Q U A L O R S H O R T £ R T H I W 1 0 ' - O " R A T I N G W I T H 7 8 " M a x . P A N E L L E N G T H S O R F O R U P T O + 5 0 . 0 , - 5 0 . 0 p . s . f . V A L I D O N L Y F O R U P T O 1 0 8 " P A N E L S L E N G T H S . M A X . A . S . D . D E S I G N P R E S S U R E R A T I N G W I T H 9 6 " M a x . P A N E L L E N G T H S . F L O R I D A B U I L D I N G C O D E ( N o n H i g h V e l o c i t y H u r r i c a n e Z o n e ) © 2 0 2 0 T I L T E C O , I N C . / h L i E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O t . 4 P A N Y 6 3 5 5 N . W . l 6 1 h . S t . . S t e . J 0 5 , Y I I G N r A G A R D E N S , A . 3 3 1 6 6 P h o n e : ( ~ ) 8 7 1 - t S J O . f o x : ( 3 0 5 ) 8 7 1 - 1 5 3 1 C A - 0 0 0 6 7 1 9 W A L T E R A . T I W T J r . , P . E . F L O R I D A U c . 4 4 1 6 7 o . o s o • B E R T H A A W M I N U M S T O R M P A N E L I J . P ( 2 . 0 0 • D E E P ) D R A W N S Y : E A S T E R N M E T A L S U P P L Y , I N C 4 2 . & B W E S T R O A D S D R I V E W E S T P A L M B E A C H . F L 3 3 M 1 7 7 / 9 / 2 0 2 0 D A T E : : P H O N E , ( 5 8 1 ) 2 0 9 - 8 2 6 3 2 0 - 1 8 . J F A X : ( 5 6 1 ) 8 4 1 - 1 7 1 6 . , , . N O I D D C M ' I I O I I I " " " I . . v . 1 1 o I I O C l l l ' 1 I O I I D A 1 t D R A W I N G N o t I O L D 1 7 - D l 7 l ' / l ' / M 2 ' 1 s I t - . . . : . 2 - , 1 - - . . . . : . = . . . . ; . ; . . . ; ; : ; . : . . _ l ~ = ; i . 1 _ _ , ; ; , - T l - - - - - - 1 1 - - - - 1 S H E t T 1 6 O f 1 7 NOTES: 1/4" ti TAPCONS W/ 1 1/2" MIN. THRE,6[)£0 P£N£T7?ATION TO EXISTING WOOD H9DER. (SEE SCHEDULE) 1/4" ¢-20 S. S. MACHIN£ BOLT W/ NUT de WASHER 0 12" 0. C. l~-~~1=8--,~ i-==========~~====ilr---4---. I : WOOD HE:ADER 1 REQUIRED I I I Ii-------1" Min. S£PARATION------t1 I TO GLASS I I I 2 X 6 WOOD DECK REQ'D. 11.000• 7/B" x J/32" WING NUT 0 12" 0. C. 1/4"¢ TAPCONS W/ 1 1/2" MIN. THRE:AD£() PENETRATION (Sff SCHEDULE) ALT£RNA TIVE 13 SCALE : 1/2" = t" 7/8" :r J/J 2 " 'NING NUT 0 EVERY S7110 0 12" 0. C. 1. iNSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATl N G ANO PANEL 's LENGTHS AS PER SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHE R N PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECnONs CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. r - - - 1 " M i n . S E P A R A T I O N T O G L A S S - - - i . 1 / 4 " ¢ T A P C O N S , 1 / 4 " ¢ S . G . T A P C O N S O R 1 / 4 " ¢ P A N E L M A T E S W / F U L L T H R E A D E D P E N E T R A T I O N T O P l Y W O O D . ( S f f S C H E D U L E ) E X I S T / N C M i n . 1 / 2 " P L Y W O O D R E Q ' D ( T Y P ) W / F A S T E N I N G T O S T U D S A S P E R S E C T I O N 2 3 0 4 O F T H E F l . O R / D A B I J I L D I N G C O D £ . A l T E R N A T l V E 1 4 S C A L E : 1 / 2 " = 1 " * V A L I D F O R M A X . A . S . D . D E S I G N P R E S S U R E R A T I N G + 5 0 . 0 , - 6 0 . 0 p . s . f . F O R U P T O 7 8 " P A N E L S L E N G T H S , A N D F O R + 5 0 . 0 , - 5 0 . 0 p . s . f . , F O R P A N E L L E N G T H S G R E A T E R T H A N 7 8 " U P T O 1 0 8 " © 2 0 2 0 T l L T E C < ) . I N C . 0 . 0 5 0 " B E R T H A A L U M I N U M S T O R M P A N E L " · " / h L i E C 0 1 N c . \ T I L L I T T E S T I N G & E N G I N E E R I N G C O M P A N Y & 3 5 5 l t . W . 3 1 1 t h . S t . . S t . . . 1 0 5 , V I R G I N ! - . G A R ! l E N S , F l . 3 3 1 6 6 , , . . _ : ( 3 0 5 ) 1 1 7 1 - 1 S J O . F a x : ( ~ 1 1 7 1 - 1 5 3 1 C A - 0 0 0 6 7 1 9 W A L T E R I \ . T I W T J r . • P . E . F L O R I D A U c . 4 4 1 6 7 ( 2 . 0 0 " D E E P ) E A S T E R N M E T A L S U P P L Y , I N C - 4 2 6 8 W E S T R O A D S D R I V E W E S T P A L M 1 1 £ A C H , r L 3 3 4 0 7 P H O N E : ( 5 6 1 ) 2 0 9 - 8 2 6 3 F " A X : ( 5 6 1 ) 8 - 4 1 - 1 7 1 6 D R A W N B Y : 7 / 9 / 2 0 2 0 D A T £ : 2 0 - t B J . . . . . . . - l l l ' t ' , N a - D A i t D R A W I N G N o MAXIMUM A.SI D I D E S I G N P R E S S U R E R A T I N G ( I J . . s . t , l A N D C O R R E S P Q N J J . I N G M A X I M U M A N C . l i . 0 8 SPA C I N G S C H E / l . U L E F Q R I N S T A L L A ' f l . Q N S . I N T Q W Q O D F R A M E B U I L D I N G S WOOIIIIJM IM:lOD FASrENE:RS N'PI.JCABI.£ ro M A X l / r l / J I , / I I O O D F A S T F N E R S A P P U C A B I . £ r o 1 , / A } ( / I J U l , f W O O D F A S T E N E / l S A P P U C A B I . £ r o A.S.D. D!51GN AL7£1'1N41MS I ... MAXIUIJM PANEi. A . S . ~ D E S I G N A L T E : R N A 7 M S I . t M A X / M U i i P A N U A S . D . = t G N A L T E l i ' > \ I A T M S I , t / I I A X / J J / / N P N m . PANEUIA'IE:s P R E S S I J R f R E G V I M P . . w a J 6 0 \ = P R £ 5 S U R E ' R f G / J I A R l ' A l l ' a M < l l I S PRESSURE' R£GIJUR S.G. TAPC()fl ANY COMBINA7/0N UNG™ ., • (ft.) S . G . T A P C o N O R A N f C O M B I N A T l ( ) N I . D I G 7 1 I , . . ( f t . ) S . G . T A P C O N A N Y C O M B I N A T I O N L D m H " L . ( f t . ) OR R A T I N G ( p . : , . f . ) R A T / N C ( p . o . f , ) O R RATING (p.o.t.) TN'CONS PAN!U',lll" 1VAS OF TH£M T A P C O N s P A N f l J M l l " ' I W I S ' O F T H D r l T A P C O N S l ' A N £ I J I A 1 l " T V A S O F T H C J J 11· N/A N/A I (TOP) 1 2 · N / A N / A 1 ( T O P ) 8 1 / 2 " N / A N / A 1 ( T o P ) 11· N/A N/A 1 (BOTTOM) 1 2 · N / A N / A 1 ( B O T T O M ) 9 " N / A N / A I ( B O T T O M } ,,. N/A N/A 2 (ToP) , 2 · N / A N / A 2 ( T O P ) 9 • N / A N / A 2 ( T O P ) 9• N/A N/A 2 (BOTTOM} 1 2 · N / A N / A 2 ( B O T T O M ) g • N / A N / A 2 ( B O T T O M ) 9• N/A N/A .lA (TOP} 1 2 · N / A N / A J A ( T o P } s · N / A N / A 3 A ( T O P ) 9• N/A N/A 3 (BOTTOM) 1 2 · N / A N / A . 3 ( B O T T O M } g • N / A N / A J ( B O T T O M ) 11. N/A N/A 4 (TOP) 1 2 • N / A N / A 4 ( T o P } 9 • N / A N / A 4 ( T o P ) 11" N/A N/A 4 (BOTTOM) 1 2 · N / A N / A 4 ( B O T T O M ) 9 • N / A N / A 4 ( B O T T O M ) g• N/A N/A 5"' (TOP) 1 2 " N / A N / A 5 4 ( T O P ) 8 " N / A N / A 5 1 1 ( T O P ) J 1/2" N/A N/A S (BOTTOM) 4 • N / A N / A S ( B O T T O M ) J " N / A N / A S ( B O T T O M ) J 1/2" N/A N/A 6 (BOTTOM) 4 • N / A N / A 6 ( B O T T O M } J " N / A N / A 6 ( B O T T O M } +6D.O, -60.0 J 1/2" N/A N/A 7 (BOTTOM) 9'-0" + 4 0 . 0 , - 4 0 . 0 , J 1 / 2 " N / A N / A 7 ( 9 0 T T O M ) > 8 ' - o " + 9 0 . 0 , - 9 0 . 0 J " N / A N / A 7 ( B O T T O M ) 7 ' - o · UP TO OR U P T O U P T O U P T O O R +80.0, -90.0 N/A 12· 6" 8 (TOP) LESS + 8 0 . 0 , - 6 0 . 0 N / A 1 2 · " 6 " • 8 ( T O P ) • 1 2 ' - 6 " + 1 0 0 . 0 , - I . J O . 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N/A N/A 9 (BOTTOM) 1 2 " N / A N / A 9 ( B O T T O M ) 9 • N / A N / A 9 ( B O T T O M ) 3 1/2" N/A N/A 10 (90770M} 4 " N / A N / A 1 0 ( B O T T O M ) 3 • N / A N / A 1 0 ( B O T T O M ) 9" N/A g• 1 IA (TOP) 1 2 " N / A 1 0 1 / 2 " 1 1 A ( T o P ) 5 • N / A 6 " 1 I A ( T O P ) N/A N/A N/A I 1 (BOTTOM) 4 • • • N / A 4 • • • 1 1 ( B O T T O M ) • • N / A N / A N / A 1 1 ( B O T T O M ) 6" N/A N/A 13 (TOP) 1 2 " N / A N / A 1 3 ( T o P } 6 " N / A N / A 1 3 ( T O P ) 3 1/2" N/A N/A IJ (BOTTOM) 4 • N / A N / A 1 3 ( B O T T O M ) 3 • N / A N / A 1 3 ( B O T T O M } N/A N/A N/A 14-(BOTTOM) 4 • · - 4 • . . . 4 • • • 1 4 ( B O T T O M ) n N / A N / A N / A 1 4 ( B O T T O M ) • U S E 6 " O C S P A C I N G F O R P A N E L L E N G T H S L A R G E R T H A N 1 0 ' - 0 # A N D U S E 1 r O C A S S H O W N O N S C H E D U L E F O R P A N E L S L E N G T H S E Q U A L O R S H O R T E R T H A N 1 0 ' - o • * * V A L I D O N L Y F O R U P T O + 5 0 . 0 , - 5 0 . 0 p : s . f . R A n N G W I T H 1 0 8 " M o x . P A N E L L E N G T H S . M A X . A . S . D . D E S I G N P R E S S U R E , , , , , \ l t 1 t 1 1 r 1 , , , , , , , R A T l ' ' 1 1 , . f ' ' ' . ; ; - ~ . - - . : . . . f _ t ; / ' ' , ~ F ' L O R I D A B U I L D I N G C O D E ( N o n H l a h V e l o c J t y H u r r i c a n e Z o n e ) ~ ~ ~ - - · , c E N s · · . ~ ~ g . · · ' \ , : E ' ~ . . . \ © 2 0 2 0 T I L T E C O , I N C . o . o s o · B E R T H A A L U M I N U M S T O R M P A N E L 1 1 . P ~ f a / N o . 4 4 1 6 7 \ \ I l 1 L I E C 0 1 N c . \ ( 2 . o o • D E E P ) D R A W N B Y : E A S T E R N M E T A L S U P P L Y , I N C 7 / 9 / 2 0 2 0 E : J f = ? : : > * : * : ~ ~ · · . S T A T E O F . : Q : . - E 4 2 6 8 W E S T R O A D S D R I V E £ l d . T c : ' f / 3 / ~ · ¼ ~ T I L U T T E S T I N G & E N G I N E E R I N G C O M P A N Y W E S T P A L M B E A C H , r t . 3 3 - 4 0 7 ~ ~ - - . . ~ l O R \ \ J ~ . - - · ~ I 6 3 5 5 N . W . 3 6 t h . ~ s t e . 3 0 5 . V l R G I N I ' - ~ S . F l . 3 3 1 6 6 P H O N E : ( 5 6 1 ) 2 0 i - 8 2 6 3 2 0 - , a ~ P h o " • , ( J 0 5 ) 8 7 1 - 1 S X > • f < n < : ( 3 0 5 ) 8 7 1 - 1 5 3 1 F A X : ( S 6 1 ) B 4 1 - 1 7 1 6 , . , ~ . s s · • . . . . . • · ~ ~ ~ C A - 0 0 0 6 7 1 9 K I i . M a I I I M I E ( I l l ¥ , _ , I I " ' t t D R A W I N G N o , , , . . , , , , I O N A l ' € , \ , , , , ' I . W A L T E R A . T I L L I T J r . , P . E . o m : a m c , N - F L O R I D A L i e . 4 4 1 6 7 I I O L D t 7 - 0 f l 1 ' l ' / I I / M 1 4 J I I , , , , 1 1 , 1 1 u 1 1 1 1 - ' ' 2 I I I ' I I S H E E T 1 7 o r 1 7