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WS-17-1992Project Address 501 NE 94 Street Miami Shores, FL 33138 - Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -8-17-1992 P■ er Permif Type: Windows/Shutters '! 1 ork Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 8/10/2017 Expiration: 02/06/2018 Parcel Number 1132060140850 Block: Lot: Applicant JAMES COLE CARTLEDGE Owner Information Address 501 NE 94 Street MIAMI SHORES FL 33138- 501 NE 94 Street MIAMI SHORES FL 33138- Phone Cell Contractor(s) Phone HURRICANE WINDOW AND SCREEN 305-235-8110 Cell Phone Valuation: Total Sq Feet: $ 7,364.00 89 Type of Work: REPLACE 3 DOORS AND INSTALL ALUMINU No of Openings: 4 Additional Info: REPLACE 3 DOORS AND INSTALL ALUMINU Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $2.10 $2.10 $1.60 $140.00 $9.00 $6.40 $166.00 Pay Date Pay Type Invoice # WS -8-17-64788 08/04/2017 Check #: 43835 08/10/2017 Check #: 43882 Amt Paid Amt Due $ 50.00 $ 116.00 $ 116.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRIC _ PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAV construction and zo mation is accurate and that all work will be done in compliance with all applicable laws regulating e -named contractor to do the work stated. August 10, 2017 A ure: Owne Applicant / Contractor / Agent Building Department Co Date August 10, 2017 1 \Gkk` • BUILDING PERMIT APPLICATION KUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permi .., CEIVED1 AUG 04 2017 BY: y„4,;_ nth FBC 201/ t No. Sub Permit No.W S -a --1 , - (!• 5 a ❑ EXTENSION kRENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: SO \ City: Miami Shores County: bQ)14._ Miami Dade ❑ CANCELLATION ❑ SHOP DRAWINGS Zip: -\3‘�. Folio/Parcel#: l oto o \ y 0 t S 0 • Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder: J oL(h p S CQ 1it_Co, t-lt 14 oiz.s_ Address: .S.0 1 N C= q L.\8vM i 0.10k I City: ,(`k ; co—c4-,' R o % 2 S State: \_._- Zip: \ c Z.- Tenant/Lessee Tenant/Lessee Name: Phone#: Email: BFE: FFE: Phone#:3o S CONTRACTOR: Company Name:T\CO`fl Q wih--4 Q Phone# �3 5 11144 Address: �� 5 J L.! ).1.4\ Q �, City: /. _ p State: C' \.. Zi /5 ` p: Qualifier Name: j 4. c N M Aa \ p, Phone#: State Certification or Registration #: i2 X `\ 0 (o (p Certificate of Competency #: q 5 el5 O c 3 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ I13L T 1 • ,'quare/Linear Footage of Work: i< g Type of Work: ❑ Addition ❑ Alteration ❑ New )� Repair/Replace Description. of Work:_.. .._{ _. �,SA_ <-7- \ /f R. ) 44t'„IL'i ❑ Demolition awc tiM r:�1� pv �r ~ V w icti:aowl {r,..41 ��,••-�.yq{....!.,t�♦ Specify colorro /co/o7fhi tiTile: �' Submittal Fee $ 5O Scanning Fee $ id Permit Fee $ i Radon Fee 52... Technology Fee $ l D • q Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ eL, CCF $ .?5° DBPR $ 2.10 � Co . CO/CC $ Notary $ "�— Double Fee $ Bond $ TOTAL FEE NOW DUE $ 11(.0'1;1- Bonding Company's Name (if applicable) /v) f(' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature C;re OWNER or AGENT The foregoing instrument was acknowledged before me this 03 day of , 20 ` , by . amt.s C,Ack_Ccoc\\.4swh0 is personally known to tAglo A.1* Al Sa.PAo , who is personally known to me or who has produced INA_. V as me or who has produced )(j , as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this O. day of �� , 20 14.. , by Sign: Print: (.1\e \ Seal: MOUSSA SSION•#-FF 991226 bsr10,2020. SeMcec . APPROVED BY (Revised02/24/2014) p identification and who did take an oath. NOTARY PUBLIC: Sign: • ,Pnnt`.C, `%-uk Seal: ' ' • ' Plans Examiner Structural Review - - SEWN YM N FF876848 , EXPIRES2020 , (4O1) 3SS.0151 1 PbAd.Ns .y$.Mcs.eom Zoning Clerk ACRO® 4..... ------CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 08/03/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Schwabe and Associates, Inc. 8525 SW 92nd Street Suite B6 Miami, FL 33156 CONTACT NAME: (A/CC No Ext): (A/ , No): ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : AIG COMMERCIAL GENERAL LIABILITY INSURED Brother Two Window & Screen, Inc DBA Hurricane Window & Screen, Inc. 8515 SW 129th Terrace Miami, FL 33156 INSURER B : INSURER C : INSURER D : $ INSURER E : $ INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DDIYYYY) POLICY EXP (MM/DDYYY) /Y LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO PREMISES (Ea occurrence) $ CLAIMS -MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE POLICY OTHER: ' LIMIT APPLIES PRO- JECT PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS _ SCHEDULED AUTOS AUTOS NON -OWNED COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ ROPERTY DAMAGE (Per a c dent) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N / A 20936010-15 08/04/2017 08/04/2018 STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Item 3. A.: Workers Compensation Insurance applies to the Workers Compensation Law of the states listed here: Florida CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Dept. 10050 NE 2nd Ave Miami Shores FL 33138 I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rohe -H-1. Sctiwahe ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 90;11)10 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 - S(« FBC 2014 - BUILDING Master Permit No. wSil'-2.32 • PERMIT APPLICATION Sub Permit No. • BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ElPUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS <JOB ADDRESS: ©/ r.J i✓ 57 c.P,,L City: Miami Shores County: Miami Dade Zip: RECEnrED UG 2 2016 BY Folio/Parcel#: // ,, a ta G7 0 / / O 8 S 0 Is the Building ew jt I Occupancy Type: Load: Construction Type: Flo:.'-'�r.:p :. .D signated: Yes BFE: OWNER: Name (Fee Simple Titleholder) —Q M S' C Q �c \2.a � :` �. ' �,�- a'S ��3 3 -%‘..-. Address: 3 \ . J C, (A \ cl -- i 0.[`&i h o .Nc -e City: State: ' • ¥ \.._—_ Zip: -SI Y Tenant/Lessee Name: Phone#: - 'Email: iA w _ • NO FFE: CONTRACTOR: Company Name: \-N\ v)NE- Address: E- .5— /�s sal• �. Address: J` City: M A M \\ niVa /Ap^ tx c1 >N \ ca M State Certification or Registration #: x \\ O co Ca % Qualifier Name: M C \c 4o J Phone#: a z a .5 1 1 0 - State: r� Zip: J .` \ 5 ca Phone#:3o. cr 1-A- n Certificate of Competency #: 9 5 i Co O DESIGNER: Architect/Engineer: eA MM Z ( �16/A -PP `.,1.iq Phone#: Address: ( o o kJ./ f Co 4--/-/ / •J City/Z'q t{tN% State: ,L.. --C_ Zip: ;ID Q Value of Work for this Permit: $ / 3 4 • I Square/Linear Footage of Work: g 1 Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: tr< Rae ` A C Sr- d o %'C" --S 0.4\ a r A & i.A 1 I A) 4 M, r1. /^--� patx -ejS Specify color o color thru tile: �l�J Submittal Fee $ 6 , Permit Fee $ ! C a 0 • CCF $ Li- CO/CC $ P' / Radon Fee $ 2 • ( 0 DBPR $ 2 . (C) Notary $ C Technology Fee $ 2 • i" 0 Training/Education Fee $ (` Double Fee $ Structural Reviews $ fiD Bond $ TOTAL FEE NOW DUE $ 1 (6 - p Scanning Fee $ (Revised02/24/2014) ,Bondrng Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant; As a condition to the issuance ofd building permit with an, estimated promise in good faith that a copy of the notice of commencement and construction lien t whose property is subject to attachment. Also, a certified copy of the recorded notice of c for the first inspection which occurs seven (7) days after the building permit is issued.- in inspection will not be approved and a reinspection fee will be charged. - value exceeding $2500, the applicant must c' re will be delivered to the person.• ust be posted at the job site ,. e of such posted notice, the Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 1 y day of ' v , 20 \, by Gk. Nb f CAS e irjriallyJcflown to me or who has produced (1 identification and who did take an oath. NOTARY PUBLIC: Sign: Print:MAN( b) Seal: • -•. - * MY COMMISSION t FF 991226 WIRES; September 10, 2tr2o At•or Fvoc" Bolded Thu BudpSt Notify SS4*N LIABWO irU_S$A as The foregoing instrument was acknowledged before me this fit° day of vyt_ , 20 t , by 'j"tc nn(V c / A( /, who is personally known to me or who has produced 14N-1 cr entification and who did take an oath. r ARY PUBLIC: Sign: MARWAMOUSSA -!'% MY WMMISSICN 1 FF 9S17Lb P ri nt: fa �`,� EXPIRES: **flint 10,2020 o 4.0„, . Bonded 'Nu Budget Notry Senicee Seal: as ********************************+M***/ ****************************************** *************************** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Aug. 8. 2016 11:08AM • L.,S 4-6 J s.z No. 9729 P. 1 AWR af CERTIFICATE OF LIABILITY INSURANCE DATE 220° 6"1 FRODuesn Schwabe t3e11elils Group 8526 S.W. 92nd Slree! #136HOLDER. Miami, FL 33158 305-270-1990 THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Brothers Two Window & Screen Inc. DBA Hurricane Wndows & Screen, Inc. Miami, FL 33156 INSURER A AIG INSURER B: GENERALLABIUTY INSURER C: INSURER D: INSURER E: $ E THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR AMYL INSRW TYPE OF INSURANCE POLICY kUMBER POLICY EFFECTIVE DATE M POLICY EX 1 RATION DAYS MNID LIMITS GENERALLABIUTY COMMERCIAL GENERALUABRUYY EACH OCCURRENCE $ PREMIISESO(Ea tenop) S S 1 CLAWS MAO) OCCUR MED EXP (Airy ane person) PERSONAL aAM( INJURY a GENERAL AGGREGATE 5 GEN'L —7 AGGREGATE UM(rAPFUE3 PER: POLICY) 1 JERc r1 LOc PRODUCTS-COIHPlos AGG $ s AUYOMOBn E LUiei4RY ANY AUTO ALL 01/VNE0 AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE OMIT (Ea accident S _ BODILY INJURY (Per person) 5 BOOILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) 5 GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT 5 OTHER(AN FA ACO 5 AUTO0ONLY: AGO $ EXCESSAIMBREL —I A LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION S EACH OCCURRENCE $ AGGREGATE $ 5 $ $ x WORKERS COIAPENSAYION AND EMPLOYERS' LIABILITY ANY PROPRIEYONFARTNERIEXECUTIVE OFFICERI14EM0EREXCLUDE01 (ryes. desate under SPECIAL PROVISIONS belay 20936010-15 08104/2016 08104/2017 ACSIAiU IOTFF TORY LIMITS I ER E.LEACH ACCIDENT 3 1,000,000 EL DISEASE- EA EMPLOYEE $ 1,000,000 EL DISEASE -POUCYLIMIT $ 1,000,000 OTHER L oaSolarTion OF OPERATIDNSI LOCATIONS 1 VENICLES !EXCLUSIONS ADDED Fly ENDORSEMENT SPECIAL PROVISIONS Mndow Installing company CANCELLATI Mlaml Shores Village, Building Depl, 10050 NE 2nd Ave Miami Shores, FL 33138 ( SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO 50 SHALL IMPOSE HO 08LIGA110N OR LIABIUTY OF ANY IGND UPON THE INSURER, ITS AGENTS OR RREPRESENTATIVE5. AUYNORtZEO REPRESENTATIVE ACORD 25 (2001108) ® ACORD CORPORATION 1988 CONTRACT -111 EVICANE WINUM SCREEN 85153.W. 1291n TERRACE A11AMt FIORf1A 331M WINDOWS- DOORS - STOREFRONTS STO3m5Ku TERS SCREENS SHO WFt COORS - MItRORS - CiIASS - F'AtIS - kI-PARS ulS FAR Na i305J 232.7850 1 PHer.E No: (3051 235-8110 AKA: Brothers Two Window & Screen, Inc. CC License #: 95BS00368 go 40 JOB NAME: ! JAMES CARTIDGE LEGAL NAME: OWNER REP/COMPANY: CONTACT PERSON: PHONE #: 305 333-7817 PHONE #: CELL #: CELL #: FAX #: FAX #: JOB ADDRESS: 501 NE 94 STREET BILLING ADDRESS: CITY: MIAMI SHORES CITY: STATE: FLORIDA STATE: ZIP: 33138 ZIP: HURRICANE WINDOW & SCREEN IS PLEASED TO PROVIDE THE FOLLOWING PRODUCTS: SUPPLY AND INSTAL THE FOLLOWING;S \ _ V BRONZE FRAME - '--_•--- LASS - COLONIAL STANDARD GRID - SQUARE GLAZING BEAD - HARDWARE OIL RUBBERED BRONZE 1 SIW IMPACT FRENCH DOOR - XX - 75 1/2 X 82 lir (21 SIW IMPACT FRENCH DOOR - X - 39.5 X 82 Irece5 S 400 P--.. I—) ) 46 $6 736.11 Iftt (1) }Pa ul FrOtWkr 'i of 1 ru lobe sr -ed b'Y-e0p9 ze ALL STAINLESS STEEL HARDWARE INCLUDEDt/ d \ \ r v Vb.e..(- b v- y - •/ • 7 re ces 5 0 n --ooh. �- WOOD BUCKS AS PER MIAMI DADE PRODUCT CONTROL INSTALLED AND REPLACED ALL WOOD TRIM WORK MATERIAL AND INSTAL INCLUDED IN PRICE _ $456.00 EXCLUSIONS: e7s�a WINDOW CLEANING - ELECTRICAL WORK - PAINTING - MAJOR PLASTERING/STUCCO - BREAK METALS - LIFTS - DOOR HANDLES WINDOW SILLS - WINDOW TREATMENTS - ALARMS - MOVING FURNITURE - HIDDEN STRUCTURAL REPAIRS & UNFORSEEN CONDITIONS. CUSTOMER/OWNER PURCHASE ORDER AGREEMENT MATERIAL $7,192.11 "The rights and remedies set forth under F.S. 713.05 will be deemed Incorporated in any order by customer/owner." "No term, provision or condition stated by customer/owner in a purchase order or elsewhere will be binding on Hurricane Window & Screen (HWS) if in conflict with, inconsistent with, or In addition to the tens and conditions stated in (HWS's) proposal, unless expressly approved by (FIWS's)." "A11 orders are subject to acceptance only at (HWS's) place of business In Miami, Florida." "All disputes between the parties are to be subject to the Jurisdiction of Miami -Dade County,Florida. Failure by customer/owner to pay for goods resulting in collection by (HWS) shall subject the customer/owner of the goods and services to be subject to attorneys fees, costs and interest at the highest legally permissible rate." "All sales are final and may not be revoked, cancelled or returned by customer/owner, unless (HWS) specifically agrees in advance In writing. "Any delivery or shipment date quoted is approximate. No delay In shipment or delivery will give rise to any liability for damages, including but - not limited to incidental or consequential damages, and customer/owner waives and releases any such claim. In no event shall any claim by customer/owner entitle same to consequential or Incidental damages. All such claims shall be limited to cost of goods and labor provided." "Customer/owner will inspect the goods at the time of delivery and will notify (HWS) In wining of any claims of defects within two days after delivery. Failure of customer/owner to give written notice of a claim within the time period above will be conclusively deemed to be a waiver of that claim and customer/owner will have waived any right to reject the goods or to revoke acceptance of the goods." "n..-,--.--,-...---------,- ,l enr Inn ne.nr. 1 'Mil nsm,enl le ....mph,. In hal the n•Faearl nn allvv m ...... fnr all nnnela endlnr Inetalin}Innleenree nnA INSTALLATION .. $2,409.20 PERMIT $770.00 TOTAL $10,371.31 TAX (7 %) $503.45 GRAND TOTAL CI 9 $10,874.76 Upon Contract approval ..I vov , �i,, Upon Delivery 40.00°k $4,349.9 --1 U n Installation U I/Ial InSCtIO 1p00% 1 4$ �r d1 I IA ///j` .( T .Jam/ (� JP goods remain property of (HWS) and subject to demand by (HWS)." "(HWS) provides a one year warranty on material and labor purchased and installed by (HWS) pursuant to this agrement. Sales fan (HWS) disclaims all express and implied warranties, Including but not limited to any warranty of merchantability, fitness for a particular purpose, B. GO or suitability not provided herein." 'This Contract is a retail sale plus installation contract pursuant to Florida administration code 12-A-1.051. All the materials that will be incorporated pursuant to this contract are either itemized in this contract or price quote Incorporated herein.' No_t�hls�quote lIs valid for 30 days. (HWS Reserves the right to adjust quoted price u Cus9t6 /C4fa rs� rrslble fol being at ht pro ert" th?day o to do this will result at(ditigpal City fees, whichrwill btcharged to cusf er's account. [[^}�1 �Q ti s / Customer/Ow�er to acce Delivery a me (FUNS) receiiiv" M tela/ ; Installation to a schedule at a tat I _ AD ILO Vi scA 438 C -c2- date. If this Is a home solicitation sale, and y u do not want the goods or services, you may ncel this agreement by mailing a notice to he seller, This notice must indicate that you do not want the goods or services and must be postmarked before midnight of the third (3rd) business day after you sign this agreement. If you cancel this agreement, the seller may keep ail or part of any cash down payment not to exceed the lesser of five (5%) percent of the cash price or (350) dollars. ato changes I market conditions.) iv .-wnnergrj ng Rep. Signature P 6 signing al ' Inspect on a pointmen Failing Accepted by Officer of Company Date: I 05/04/16 REV.080408 0 • NOT PART OF PERMIT NOT PART OF PERMIT NOT PART Of PERMIT OT PART F PERMIT LIVING ROOM NOT PART OF PERMIT Ein WSc6=2as Z �li,Iml Shores Villiqe APPROVCD BY TONING DFPT `'LDG DFPT DATE 14,11 ( I ()CC) Al 1 D: t7nl. ' `;,1",I) II IA'I,`f1 NOT PART NOT PART NOT PART OF PERMIT OF PERMIT OF PERMIT DINING ROOM FAMILY ROOM —4 FOYER n TET 1Th 111111I _I _L LI 1J KITCHEN BREAKFAST BATH L r-- 1 _1 FIRST FLOOR PLAN NOT PART OF PERMIT SITTING AREA NOT PART OF PERMIT L. • NOT PART OF PERMIT NOT PART OF PERMIT DEN NOT PART OF PERMIT NOT PART OF PERMIT liNOT PART OF PERMIT SCALE: 1/8" = 1' SECOND FLOOR NOT BEING ALTERED. SCOPE OF WORK •-ALUMINUM FRENCH DOOR - IMPACT RESISTANT. BY SIW IMPACT WINDOWS. ACCEPTANCE #: 14-0305.08 9 --ALUMINUM FRENCH DOOR - IMPACT RESISTANT. BY SIW IMPACT WINDOWS. ACCEPTANCE #: 15-0406.13 EGRESS REQUIREMENTS' MINIMUM CLEAR WIDTH: 27: MIN/MUM CLEAR HEIGHT: 24'' MIN/MUM CLEAR OPENING.' 5.7SQ. FT. MAXIMUM SILL HEIGHT: 447from finished floor). GENERAL NOTES •-25' MEAN ROOF HEIGHT RESIDENCE. •--EXPOSURE C. •-BUILDING RISK CATEGORY II •-175 M.P.H. WIND VELOCITY. *K.D = 0.85 10FBC 2014. 40 -ASCE 7-10 WIND CODE. ID -BASED ON TRIBUTARY AREA AS SHOWN. -CONTRACTOR TO VERIFY DIMENSIONS. „)010 it ll' Ijt11 1 11II p �I IS 1I11111 I 1 ..:.IA; ® t1�■IIIIInalAl�11Mt111=_I 1 I1 14111 11 I11 IAIn. .qq,��, nnllnmni1 iIiliiYrNiii 11. NMI ■■■ NOT PART OF PERMIT MINT NOT PART OF PERMIT .■, ■■, NOT PART OF PERMIT NOT PART OF PERMIT NEI I�'�IYIh'1�:�j�11��11ZR1f'11n�.. 1 1 1 IIIIP:AIIIIIIIIIIIiiI1111IiUI111i. 1.1111 I11rNI1Il11I11UII11111I1uiI11I1II1II1 ■IIIIII111 11u1iI11Irr1u/:SIIiII1111I111111111111.11111II1111I6 I 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 I DRAWN ON: REVISED ON: 08/16/16 SCALE SHOWP CONTENT: DOORS REPLACEMENT 1 SHEET -! ••• • • •••. . ••••.. •••• • • •••. • • •. •. •••..• • • . • . • • • • . .• . O O O NORTH ELEVATION (BACK OF HOUSE) NOT PART OF PERMIT SCALE: 1/8" = 1' W c.) z W W W C W J 1— .w• •• • co M cfcn) cn 1--0 Nt a w w vi z� 00 Lt) 2 t/) 2 2• • • • •• . • • . V• oa 0•41::0 • • ••. •• •••• ••• •� • 0 W •• 000 • • Z • J LL . oeW Ole?' M ,0 0 6 2100 W. 76th STREET, SUITE 311 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 89.85 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. 1 FRENCH DOOR IMP. 39.500 84.500 23.18 42.15 -54.82 END (5) 14-0305.08 2 FRENCH DOOR IMP. 39.500 84.500 23.18 42.15 -45.93 INT (4) 14-0305.08: • 3 FRENCH DOOR IMP. 75.000 83.500 21.74 42.33 -46.11 INT (4) 15-0406.13 • , „)010 it ll' Ijt11 1 11II p �I IS 1I11111 I 1 ..:.IA; ® t1�■IIIIInalAl�11Mt111=_I 1 I1 14111 11 I11 IAIn. .qq,��, nnllnmni1 iIiliiYrNiii 11. NMI ■■■ NOT PART OF PERMIT MINT NOT PART OF PERMIT .■, ■■, NOT PART OF PERMIT NOT PART OF PERMIT NEI I�'�IYIh'1�:�j�11��11ZR1f'11n�.. 1 1 1 IIIIP:AIIIIIIIIIIIiiI1111IiUI111i. 1.1111 I11rNI1Il11I11UII11111I1uiI11I1II1II1 ■IIIIII111 11u1iI11Irr1u/:SIIiII1111I111111111111.11111II1111I6 I 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 I DRAWN ON: REVISED ON: 08/16/16 SCALE SHOWP CONTENT: DOORS REPLACEMENT 1 SHEET -! ••• • • •••. . ••••.. •••• • • •••. • • •. •. •••..• • • . • . • • • • . .• . O O O NORTH ELEVATION (BACK OF HOUSE) NOT PART OF PERMIT SCALE: 1/8" = 1' W c.) z W W W C W J 1— .w• •• • co M cfcn) cn 1--0 Nt a w w vi z� 00 Lt) 2 t/) 2 2• • • • •• . • • . V• oa 0•41::0 • • ••. •• •••• ••• •� • 0 W •• 000 • • Z • J LL . oeW Ole?' M ,0 0 6 2100 W. 76th STREET, SUITE 311 Immemi DRAWN ON 08/16/16 SCALE: SHOWN CONTENT: SHUTTER INSTALLATION NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT SCOPE OF WORK GENERAL NOTES UVING ROOM NOT PART OF PERMIT NOT PART NOT PART NOT PART OF PERMIT OF PERMIT OF PERMIT -0.050 ALUMINUM STORM PANELS SHUTTER. BY EASTERN METAL SUPPLY. ACCEPTANCE #: 13-0521.15 41-25 MEAN ROOF HEIGHT RESIDENCE. •-EXPOSURE C. •--BUILDING RISK CATEGORY II •-175 M.P.H. WIND VELOCITY. co co co CO N 0 m- w w vi Z 00 Lt)_ • • (HORIZONTALLY MOUNTED) 110-FBC 2014. • -ASCE 7-10 WIND CODE. NOT PART OF PERMIT DINING ROOM KITCHEN NOT PART OF PERMIT NOT PART OF PERMIT I --BASED ON TRIBUTARY AREA AS SHOWN. *CONTRACTOR TO VERIFY DIMENSIONS. . .• . . • • • • • NOT PART OF PERMIT SITTING AREA FAMILY ROOM WINDLOAD PRESSURE TABLE FOR SHUTTERS TOTALSq.Ft= 20.00 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. 1 0.050" ALUMINUM PANELS 36.000 80.000 3.00 44.58 -48.36 INT (4) 13-0521.15 BREAKFAST NOT PART OF PERMIT NOT PART NOT PART OF PERMIT OF PERMIT FIRST FLOOR PLAN NOT PART OF PERMIT NOT PART OF PERMIT SECOND FLOOR NOT BEING ALTERED. JOB NAME/ADDRESS: CART EDGE RESIDENCE 501 NE 94TH ST MIAMI SHORES, FLORIDA 33138 DESIGN CRITERIA FLORIDA BUILDING CODE WIND CODE: MEAN ROOF HEIGHT: EXPOSURE: BUILDING RISK CATEGORY CONSTANT: (G C Pl): WIND VELOCITY (V): (Kd): EXPOSURE ADJUSTMENT (Kz): (Kzt): FLAT ROOF: 2014 ASCE 7-10 25.00 C I I 0.00256 0.18 175 0.85 0.945 N/A Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 W= Q (GC? +or- GCPI ) P= 0.6 W (ASD) P= W (LRFD)F 62.97 p.s.f. I AMM5 ENGINEERING, INC. Nitaxlietal gear,/ 2100 W. 76th STREET, SUITE 311 ROBERT S. MONSOIJR EB 0006024 HIALEAH, FLORID A33016 Y.E. FL# 11955 • . • . . .• • •••••• •••.S. •S•. ••.• •SSSS. • • .• .• ••••.. • . • . • . . •. . •S•. •••• .• • • . . .. . •. • •• • • • •• .. . • S • • .• ••S••. •.S. • • . •. . CALCULATIONS PROCEDURE EXAMPLE, USING MARK 1 W(+)= 62.97 p.s.f. ( 0.9355292 + 0.18 )_ +70.24 p.s.f. P(+)= 0.6 (+70.24 p.s.f. ) = +42.15 p,s.f, W(-)= 62.97 p.s.f. (-1.2710583 - 0.18 )_ -91.37 p.s.f. P(-)= 0.6E-91.37p,s.f. ) = - 54.82 o.s.f. ••••.S • • . •••SS. • . • • ..•. ••S.. •SS••. • •• • . •••S.. WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 89.85 MARK' DESCRIPTION WIDTH HEIGHT TRIS. AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp (+) Gcp (-) 1 , FRENCH DOOR IMP, 39,500 84.500 23.18 42,15 -54.82 END (5) 14-0305.08 0.93552916 -1.27105831 2 FRENCH DOOR IMP. 39.500 84.500 23.18 42.15 -45.93 INT (4) 14-0305.08 0.93552916 -1.03552916 3 FRENCH DOOR IMP. 75.000 83.500 21.74 42.33 -46.11 INT (4) 15-0406.13 0.940447529 -1.040447529 MIAMI DAD DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows, LLC 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 COPE: --- - This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control SSt rut l% to be used in Miatni Dade County and other areas where allowed by the Authority Having Jurisdictieh.(41:IJ). • •' • ,MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 S\V 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy' •..... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.P.t'p(iuct Couroi Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the. sigl1t to have thiis producf "' •' or material tested for quality assurance purposes. If this product or material fails to perform ill 41ta a ccepted.lnapner, thi • • manufacturer will incur the expense of such testing and the AHJ may immediately revoke, mediy, or sucpea4the usg•... of such product or material within their jurisdiction. RER reserves the right to revokt•Cft;accep•cel if it is.:.•' determined by Miami -Dade County Product Control Section that this product or material fairs'to'llieet the•regtnremente of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with the Flori:la Building including the High Velocity Hurricane Zone. •.. • •• [DESCRIPTION: Series "500-10 " Single Aluminium Outswing Doors whvo Sidelite � • ••'•• APPROVAL DOCUMENT: Drawing No. W14-02 Rev B, titled "Series 500 -IO Alutii O-uitswing Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 02-05-14 and last revised on Jul 31, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See DP tables for X in sheets 2, 0 and 0/X or XO (door (w/wo Reinforcing & w/ Sidelite) in sheet 3. Lower DP from door w/Sidelite or Reinforcing or ADA threshold or 4" Bottom Rail may control. 2. Max Sidelite mulled with door in sheet 3, shall not exceed = 38". 3. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall .automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •....• • • • • . •..... • . _ �M1At11-DApE COUNTY}= j NOA No. 14-0305.08 Expiration Date: May22, 2018 A_Approval Date: August 08, 2014) Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-02 Rev B, titled "Series 500-10 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 10 of 10, dated 02-05-14 and last revised on Jul 31, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .... 2) Uniform Static Air Pressure Test, Loading per FBC TAS•202-9'• • • • • 3) Water Resistance Test,per FBC,TAS 202-94 •' • ••. .• 4) Large Missile Impact Test per FBC, TAS 201-94 ...... 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94•••• .. •. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94• • • • • • • Along with installation diagram of Single Aluminum Outswing doors w/ sideda,Aparea'13Y • • Black Water Testing Inc., Test reports # BT-SIW-13-010, BT-SIW-13-010(2.).AT;SIW=131111, BT-SIW-13-011(2), BT-SIW-13-012 and BT-SIW-13-013 dated OCT 29, 2513•add Degemibr 11, 2013, all signed and sealed by Yamil Kuri, P.E. • •• •• • Note: The test reports #BT-SIW-13-010(2) and #BT-SIW-13-011(2) have been re' ised byv. addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed b)PYaritil Kuri, P.E. 2. Additional Reference Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E 3. Additional Reference Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. E-1 tS \, . L4u,a- 1shaq 1. Chanda, P.E. Product Control Examiner NOA No. 14-0305.08 Expiration Date: May 22, 2018 Approval Date: August 08, 2014 • • • . • • • 000000 • • • • • • • SIW Inipact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations complying with FBC2014, prepared by Al Farooq Corporation, dated FEB 17, 2014, Jul 11, 2014 and last revised on Jul 31, 2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09 D. QUALITY ASSURANCE • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). •••• ••.... • ••.• •• • • • • ..• . E. MATERIAL CERTIFICATIONS ••••• • • . 1. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & , Inc. Por c fr "DuPont Sentry Glass interlayer", expiring on 01/14/17.• • • •• • • • •. • •• F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of do ii'uncial iyteJ st, prepared by Al Farooq Corporation, dated 07/11/14, signed and sealed by Javad Ahmad,M. 2. Lab compliance as part of the above referenced test reports. 3. Addendum letter dated 05/09/14 ref #BT-SIW-13-010(2) and BT-SIW-13-011(2), issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E 4. Addendum letter dated 05/09/14 ref #BT-SIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil-Kuri, P.E. 5. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. ...... • . • • •• G. OTHER 1. RefNOA(s) # 13-0220.06 & #14-0305.06. 2. Test proposal dated 08/13/13, approved by RER 3. Test proposal dated 05/23/13, approved by RER. Isttaq I. Chanda, P.E. Product Control Examiner NOA No. 14-0305.08 Expiration Date: May 22, 2018 Approval Date: August 08, 2014 E-2 • • • ...... • • ..... • • •.••. • • • • • •.•••. • • GLAZING 0 TJA L 7/16" OVERALL LAM. GLASS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 500-10 ALUMINUM, OUTSWING ENTRAJVCE DOOR APPROVAL APPLIES TO SINGLE (X) DOORS WITH. OR WITHOUT SIDELITE. SEE SHEET 2 FOR SINGLE DOORS DESIGN LOAD CAPACITIES. SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITY AND • SIDELITE CONFIGURATIONS. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE SHEET 4 FOR LIMITATIONS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCI HURRICANE ZONE (HVHZ). 181' OR 2BY WOOD BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY •TO TRANSFER LOADS TO" THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SILICONE TO BE APPLIED TO ENTIRE FRAME PERIMETER. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAI. SCREWS, THAT COME INTO CONTACT WITII OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS AT 1/4 POINTS ON LITES WIDER THAN 36" 7 SILICONE DOW 995 •• ••• • • • • • • • • • • • •• •• ••• •• • • • ••• ••• •• • • • • • • • • •• • • • • • •• • • • •• • • • Engr. JAVAD M CML FLA PE 1 70592 • CAN. 3538 • • • • • • • • • ,OR ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• • • •••• • • • •••• • ••• • •• •• •• ..pproved as complying wltN1M Florida Balding Cock nate A01 'd/Y NOM S• Mina Oath PradwY C•tMcel z yn� IL O g 0 a ego ot v'o oEepo 2 3 Q W(yy (MEF IJWy e1 COMP -ANL\W13-62SIW IAA (-SERIES 500-10 ALU 0 0 0 v 85 vo .`7.1 ,71 0 i 8 n n drawing no. W14-02 sheet 1 of 161 3 3/4' MAX. HEAD/SILL CORNERS 48" MAX. E WIDTH 0 SURFACE APPLIED FALSE MUNTINS MAY BE USED A IJ 13" MAX. HEADSILL / / / /I /7 / JL / / j/\ II \�NII �?- II'ri 1 ji 8° MAX. D.L. OPG. 45 3/8" MAX. in DOOR LEAF WIDTH TYPICAL ECEVATION ( X ) TRUE DIVIDERS OPTIONAL ' DOORS 1.0AD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. STD. THRESHOLD DOOR DIMS. TALL BOTTOM RAIL FRAME • FRAME WIDTH HEIGHT . EXT.(+) INT.(-) I .,, 48' , 120' 55.0 55.0 3 3/4' MAX. HEAD/SILL CORNERS 48' MAX. FRAME WIDTH 13" MAX. HEAD SILL 0 \ N� N^ ACTIVE DOOR OPTIONS 35 3/8° MAX. D.L. OPG. 45 3/8" MAX. 000R LEAF WIDTH TYPICAL ELEVATION ( X ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. ADA THRESIIWLU • FRAIAE WIDTH FRAME HEIGHT EXT.(+) INT (•) 48" 120'. 50.0 59 6 DOORS USING 4" HIGH PANEL BOTTOM RAIL (SIW502) TO BE LIMITED TO ±50 PSF SEE SHEET 4 FOR EXT.(+) LOAD LIMITATIONS. - DOOR D.L 0 DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 15.875" D.L.O. WIDTH (X DOORS) =,FRAME WIDTH - 12.625" NOTE: VERIFY COMPLIANCE WITH 'EGRESS LIMITATIONS WHERE REQUIRED. U ••• •' • • • • • •• •• - • • • • ••• •• • ••• • • • • • • •• • • •• DOOR D.L.O. DIMS • • • O.L.O. HEIGHT = FRAME- HEIGHT - 15.313" D.L.O. WIDTH. -(X DOORS) = FRAME WIDTH - 12.825" ••• •• • • ••• Approved os complying will t111 FloSda B111dlpi C 154 NOM 1� M Dade Prod•n C.mml Sy .(1..r. NOTE: • .GL.SS.CAPACITIES ON THIS SHEET ARE • •BA$ED;O4 Atm El 3Q0-09 (3 SEC. GUSTS) • •AN©- FlOFEIDA BUILDING COMMISSION -DEFL• ORATOR � STATEMENT DCAO5—DEC-219 EIL AD /MAD CML FLA / 70592 C.A . 3538 • I• •• • •• • • • • • • • • Z h rt0144 c, 1G. LL Ot op, .1 Q 07 o 8 o ta E Ie OJ N Q W 5 LL CI 11.1100 ol�(d e O 19. 1 drowing no. W14-02 sheet 2 of1Q • ••• • • • • ••• • • • • •• • • •• • • • • • • • • • • ••• ••• • • • • • • • ••• • • • • •• •• • • ••• • • 3 3/4" MAX HEAD/SILL CORNERS 38" FRAME WIDTH 3" 13" MAX. HEAD SILL LT w . 10 W m DOOR DIMS. STD. THRESHOLD V3" -r 11 SIDELITE LEAF HEIGHT 104 1/8" D.L OPG. 1 1 1 _ 1 1 1 � 1 O 1 u n u /f .1111 II II �r II I I - v ` / 44_44 I WIDTH HEIGHTEXT.(+) / / / O SURFACE APPLIED FALSE MUNTINS MAY BE USED 29 5/16" D.L. OPG. 35 5/16" $IOELIIE LEAF WIDTH TYPICAL ELEVATION ( 0 ) TRUE OMOERS OPTIONAL SIDELITE LOAD CAPACITY - PSF STATIONARY PANEL. (0) DOOR DIMS. STD. THRESHOLD V3" -r 11 TALL BOTTOM RAIL FRAME- FRAME DOOR FRAME WIDTH i _ - - / \ WIDTH HEIGHTEXT.(+) / / / O INT.(-) 38" 120"55.0 D.L. OPG. 55.0 'SIOEUTE D.L.O. DIMS D.L.O. HEIGHT = FRAME- HEIGHT - 13.875" 0.L.0. WIDTH = FRAME WIDTH - 8.687 m 3 3/4' MAX. HEAD/SILL CORNERS 8 3" -". -e — FRAME 13" MAX HEADI SILL I;l l WIDTH 6" V3" -r 11 STD. THRESHOLD TALL BOTTOM RAIL 'ADA THRESHOLD r \/ryT DOOR FRAME WIDTH i _ - - / \ / / \ / /// / '/ / O / / / O EXT.(+) INT.(-) to // Ici �/ O D.L. OPG. 38" \ 55.0 I 50.0 50.0 • • • 40.11 •- \ /- V/oo I I i// " a O // o \ +y \ // \ ' ' \ // \ I // ,/, a I. o // o 7 / I I 1 I,1 O35 3/16" \j^f iA 1-i,l 30 1 1 5/8' D.L. OPG. 45 3/16" . O.L. OPG. 36 5/8" DOOR LEAF WIDTH a SIDELITE LEAF WIDTH 48" 38" DOOR FRAME WIDTH SIDELITE FRAME WIDTH TYPICAL ELEVATION ( XO ) (6) ANCHORS AT HEAD/SILL TRUE DIVIDERS OPTIONAL DOOR WITH SIDELITE LOAD CAPACITY -PSF • .• ••• • • - XO OR OX COMBINATIONS • • • • . •• DIMS. WITH REINFORCING WeliSUT I RIFORCIN0 STD. THRESHOLD TALL BOTTOM RAIL 'ADA THRESHOLD • . • • • • • •• STD. OR ADA THRESHOLD DOOR FRAME WIDTH SIDELITE FRAME WIDTH FRAME HEIGHT EXT (+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 48" 38" 120" 55.0 55.0 50.0 50.0 • • • 40.11 •- jBjl • DOORS AND SIDELITES USING 4 HIGH PANEL BOTTOM RAIL (51W502) TO , BE LIMITED TO. ±50 PSF SEE SHEET 4 FOR EXT.(+) LOAD LIMITATIONS. • • • •• • • ••• • • • • • . • J. AD RIRIAD CML FIA PE 70592 C.A.N. 538 • •• • • •• • • • • • •• • • • •• • • - • • ••• • • • • eta • npproved as cooplylag WItAIN Florida H411dft C' Dole fib/G. `7r NON Hy LSA �7 --�u3 IVI g Ov a a' O 2Ih paagg cc i2 GI' IL EN= o 4012 SERIES 500-10 ALU L 9. 8 k drgwing no. W14-02 (sheet 3 of 10) •.• • • • • ••• • • • • • • • • • • • ••• • • •• • •••• • • • • • • ••• • • • •• •• • • 0•• • • ai rn EXTERIOR m • FINISHES BY OTHERS E0,GE DIST 1. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING CONCRETE, 3 K51._MIN. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING .CE' DIS 18Y W000 BUCK FASTENERS 8Y OTHERS CONCRETE - 3 I<SI A11N 201 WO .r BUCK OR lr0D STRUCTURE METAL STRUCTURE EDGE DIS EDGE DIST EXTERIOR FINISHES OTHERS TYP. FLUSH BOLT GUIDE TUBE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING L_T RICAL-ANCHORS:_SELELEV..FDRSPACJ l TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) MIN LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) ..ppruved w comply* w116'lb+ FluridA Bu Olt O /%i/``/ NOAN .•.per THRU 1BY BUCKS INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 4" MIN. EMBED INTO CONC. OR MASONRY 'JAMBS) MIN. LENGTH = 2-3/4 DIRECTLY IM( f0 CONC. OR MASONRY 1 -3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) TYPE 'C'- 414 DIA. SELF DRILLING SCREWS (Fu=120 KSI, Fy=90 KSI) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")" INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ' Fu=177 KSI. Fy155 KSI) 8" TALL BOTTOM RAIL 8" TALL BOTTOM RAI _POURED & HARDENED HIGH STRENGTH GROUT t'c =- 5000 PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE . LOAD BEARING (SOLID SHIMS OPTIONAL TO 'GROUT) \JTYPICArEOG E` DISTANCE NTO CONCRETE AND MASONRY - 2-1/2" MIN) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90,HOLLOW/FILLED. BLOCK AT JAMBS f'm 2000 PSI MIN. 4' BOTTOM•l J Ot 10PS kir,Y BE HEX 0 • FLAT HEAD. • EAD• . TYPICAL ANCHORS SE 4 ELEV. FOR SPACING • STD..THRESHOLQ APPR'D FOR- WATER RESISTANCE LIMIT MAX. LOADS TO 355.0 PSF CONCRETE 3 MI M144. EOGE DIST. ADA THRESHOLD :. APPR'D FOR WATER RESISTANCE LIMIT MAX. LOADS TO ±50.0 PSF • • • . • • • • ••• • yNCRLk. S KSI • •• •• • •• • ••• •,• • • • • • • • • • • Engr. JA OD 1G -I AD CML FLA. PE 70592 C.A.N. 538 • • • • • • • • • ••• JUL 9 2014 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • •• •• • • • • • • • • •• • ••• • • • •• •• ( "DOOR DETAILS 5 `drowing no. W14-02 sheet 4 of 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE o= z W VUpZ O. UO' EXTERIOR FINISHES BY OTHERS 1/2" MAX. SHIM 01.0. MAX. LEAF WIDTH - 45 3/8" EXTERIOR TYPICAL.ANCHORS SEE ELEV. FOR SPACING MAX. FRAME WIDTH = 48" TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 3/8" MAX. SHIM EXT. (x) L SOCEE SHS HEEP 8 FOR DESCRIPTION 1/2" MAX. SHIM Approved his complying w1Ib e Florida 8uidl8C IA.ft G4/ lets‘ Mla•/I Md�e�►m/(��f c nt(uI fly • • • • • • • • • • •• ••• •• 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • ••• ••• ••• • • • • • • • • •• • • • • •• • • •• • • • • •• • • • / • • •• • DOOR DE`I+AILS JUL 2014 e• En ft: J*AO &IAO CML PE 1 ?0592' N. 353-/ EXTERIOR FINISHES BY OTHERS COMP -ANL\W13-62SIW 8 Es (.3 J O (/) ro LL ZIn—I f—z c=a <0 W e p_U OD Arno drawing no. W14-02 (sheet 5 of 10) ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• • •• • • • • • • • • ••• • • • •• •• • • ••• • • q�' sgg� s j12o EXTERIOR •EDOE'0157: TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS FOR. SPACING SEE ELEV. = + FOR SPACNG TYPICAL ANCHORS V, ///,��31 ( COMP -ANL \W 13-6251W AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1.235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 2648100 FAX (305) 262-6978 • BY OTHERS • BY OIHERS e CONCRETE SEE ELEV. , . ,3: KSI MIN. O 0 FOR SPACING • 7 MT 'PTI - , 2 '111 Ydll, ,PI - . "j iii _ 31 =-f _ _ 111I\cc (1) (1) . *Wein -.. 4, r ,a '� 3 1 .i dao ci:o cvo3 C; Fai- 0 EXTERIOR OWO D.L.O. [SERIES 500-10 ALUM OU1SWING ENTPANCE DOOR (LM.I.)) SIW IMPACT WINDOWS, LLC. 1 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL 33445 TEL (561) 274-9392 FAX. (561) 274-9262 L J o t I'I �' FINISHES - BY OTHERS SIDELITE LEAF WIDTH I' 1 2" MAX. / SIDELITE WIDTH 1/2" MAX. J fj SHIM r---S---111A o r..,1.1 34 0 #12 SMS 3� ATB" CENDS w k —= p SHIM K AS REOD. O 12" O.C.O. o o _� 1111 ® ' J4 3 _ iIi (revisions: _ )( g.Q 88 `o_ ! a y o a w a1., .1 k • - W EXTERIOR 0 ® O POURED d: HARDENED I O.L.O. 10 D.L.O. O - - HIGH STRENGTH GROUT .. _ - 8" TALL f'c = 5000 PSI MIN. NOT BY S.I.W. TRANSFER SHEAR J 1 L 45 3/76" SIDELITE LEAF WIDTH BOTTOM RAIL MUST .,LOADS TO STRUCTURE LOAD BEARING Oa 4" BOTTOM RAL . MAX. DOOR LEAF WIDTH 48" 38" TI• �! v o it O(SOLID ® STD. SILL 11 18 15 SHIMS OPTIONAL TO GROUT) O STD. SILLal 18 ®� • YA).1 %R FAME• WIDTH MAX. SIDELITE FRAME WIDTH • • • • • • • • • • • • SS• • • • •iSS1�1 D0 lR/SIDELITE Fodldo WWI roved ei complying• •• ••• •• • a m ^�^ n o . .. ^^ 0 ' l • DAIe D. 4,• ••••• Ent JA9AD Win '�y ai NOAY / s CML in Mlul a Prods[ Con FLA. PE) 70592 C.A.N. 3538 O 1111 O 11� / J 41.......,____,--1 71 11 By fr;�,•.G,l• r Hc.f�i •• . ••• • jii • 11CRETE 3 K91 MINI .. . " •1' F . ... `-•�--TMPICAL ANCHORS ". o ., • SEE. ELEV.. FOR SPACING " °- - ' " N " : 8 ° • • • • • • _ - • • • • • • • • • • ' • 2 4 • • • • d owing no. W 14-02 i O EDGE 01ST. . s7 EDGE DISTSEE I f TYPICAL ANCHORS • `I • • STATIONARY UNITS ELEV. '= SIDELITE DETAILS sheet 6 of 10 0 ij (SINGLE SIDELITE) FOR SPACING y ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• • •• • • • • • • • • ••• • • • •• •• • • ••• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • •• ••• •••• • • • • • •• ••• • • • ••• • - 1.250 t^- V 4.600 II�2.040 i I `IV ,Y J ,:, r � _ c� .750 .��! i R1y i 1.750 2.000 I .078 1.000 1:11,094'�IIP- 0.562 .218 _ _ .094 F i g N 1 a a o 4.688 0 F.- 2.122 0D00R/SIDELITE FRAME HEAD 125 SIDELITE SASH STILE 7I- I 1.750 © 2.481 d• tx LL 0t V M a p a a 1-3.000---I 4.040 .200 2.125 1.9 00 31 FLUSH BOLT BLOCK Q�, y, z 30 N _ $ 00 2.000 FRAME JAMB J Z6 _,_ TYP. .ole 11.146 Q W f .125 �.A .375 ty 1 OUISWING NNTRPNCE DOOR (LM.I.) WINDOWS, LLC. RESS AVE. #102 H, FL. 33445 3392 FAX. (561) 274-9262 4.000 TYP. HINGE/LOCK STILE .094 1.969 .084 .078- 1.070 1U.____i 437 1743 11 SNAP COVER 855 2.021 170 ®TOP RAIL/BOTTOM RAIL 1.280 •150 ' 14 JAMB/MULL ADAPTER 056 1.059 6 2.089 .437 d 1.900 �{ 2.118 =i I 7 ♦- U I QON 1.375 JAMB. SCREW COVER § 1:1-°m I (q N \'J v ri: DOOR ASTRAGAL 2.000 .094 YTi V) CE, o 8 8.000 - .078 .µprorM cumV1Y1.8 witANn Flodd4 60IdMg C 4 ;=.814:11g rhug G /, "I .655-y 34 CHAIR RAIL NOAI- MN Dodo Product 5�5�5'5��ryryryry 1.000 1.365 r/c.: { BY S."`T j S' ��'�� 050 .717-� ! 0 .062-4 i .062kil_i_ 1„'11 1.238 .415 1-1.900 12T •• ••• • •• :MN"' INT. GLASS STOP (LAM. GLASS) COVER ••• • • • • III BOTTOM RAIL 8THRESHOLD • • 2.337 - 662 jjj j_ I 2.382 • • • • .5001 t^ • • • • • • • • E r: AONN.IAD 3TN� CML ^6� ; Q a 7 .250 FIA. PE 1 70592 f .094 Y 1.365 •1� 500 CA 3538 a .9- 1.250 - .803 .050 1._ 1.750 • • • • ••• •••§ •/ • • i • y .• $ o .750 .078 /, • • • 1 • • • • i -1 -EL .144 1 lL • • • • • . • • • • � drowing no. 4.601�I 4.632 • • • • - ; • • • ' • • il..., .1 .ei; •• • W14-02 0 STANDARD THRESHOLD 13 EXTERIOR GLASS STOP AOA THRESHOLD 35 STEEL REINF. (sheet 7 ofILO \"J ••• • • • • ••• • • • • • • • • • • • • ••• • • • • •• ••• •••• • • • • • •• ••• • • • ••• • LOCK OPTIONS: OPTION d1• SENTINEL MULTIPOINT LOCK BY 'ASHLAND' WITH THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BODS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON • INTERIOR AND ENCACINC FRAME.AT"HEAD AND SILL, OPTION U2' 3 POINT LOCK ASSEMBLY (M1805S) 8Y 'ADAMS RITE' WITH 4015 THROW BOLT AT 36" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED 0N. EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL ITEM # PART / READ. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SIV/505 1 DOOR/SIDELITE FRAME HEAD 6063-T8 - 2 SIW515 1 LOW RISE FRAME SILL 6063-T6 - 3 SIW506 2/000R FRAME JAMB 6063-T6 - 4 SIV/502 1/ LEAF DOOR TOP RAIL/BOIIOM RAIL 6063-T6 - 5 SIW536 1/ LEAF DOOR BOTTOM RAIL 6063-T6 - 6 S1W503 2/ LEAF HINGE STILE/LOCK STILE 6063-T6 - 7 SIV/507 2/ LEAF SIDELITE SASH STILE 6063-T6 - 8 ' SIW5461 ADA THRESHOLD 6063-T6 - 8A S1W5471 THRESHOLD COVER 6063-T6 - 9 SIW511 AS READ. JAMB SCREW COVER 6063-T6 - 10 SIW535 AS READ. DOOR ASTRAGAL 6063-T6 - 11 S1W510 AS RECD. SCREW COVER 6063-T5 - _ 12 SIW512 AS REQD. INTERIOR GLASS STOP (LAA. CLASS) 6063-T5 - 13 548513 AS READ. EXTERIOR GLASS STOP 6063-T6 - 14 SIW504 AS READ. DOOR JAMB/MULL ADAPTER 6063-T6 - 15 9016E - BULB W'STRIPPING VINYL CENTRAL PLSTICS 16 U4513 - 0-LON W'STRIPPING VINYL SCHLEGEL 17 5530 AS REDD. INTERIOR GLAZING GASKET (DUROMETER 70*5) SANTOPRENE BY CENTRAL PLASTICS 17A . 5531 A5 REQD. EXTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE BY CENTRAL PLASTICS 18 W23201NW0020 AS ROO. FINSEAL PILE W'STRIPPING - ULTRAFAB 20 #8 X 1/2" ASTRAGAL SCREWS PH SMS - AT 4" FROM ENDS & 8" 0.C. •21 A8 X 1/2" AS REDO. GLASS STOP SCREWS SELF DRILLING - AT 8" FROM ENOS & 15" 0.C. MAX. 22 #12 X 1-1/4" - FIX. PANEL SCREWS PH SMS - AT 6" FROM ENOS & 17" 0.C. MAX. 24 S044HD 4/LEAF BUTT HINGES - STAINLESS STEEL 25 - AS RECD. MULLION REINFORCING STEEL - 27 . #12 X 2" 1/ CORNER FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 28 #12 X 1/2" 'AS READ. HINGE ASSEMBLY SCREWS ST. STEEL FH M5 TYPE F SS 31 SIW 521 - FLUSH BOLT BLOCK 6063-T6 - 32 y2 - FLUSH BOLTS - SULLIVAN & ASSOC. 33 W51 f0-STATC6 - . SENTINEL MULTIPOINT LOCK - ASHLAND HARDWARE 34 SIW539 -. 2" CHAIR RAIL 6063-T6 - 35 - 2/ UTE SETTING BLOCK ERN DUROMETER'85+5 SHORE A HINGES: 4" X 4" ST. STEEL BUTT HINGES (058448 OR S44HD) AT 13" FROM TOP AND BOTTOM ENDS AND 21-1/2" 0.C. MAX. HINGE ATTACHED TO 000R FRAME AND DOOR STILE USING (4) #12 X 1/2" FH MS 5 HINGES PER LEAF •• • ••• •• Approved al R9aeylyhg vdthgle Florida Bafdlug Code Wte p� /C+S��S� NOAY Mla•I Dade Product Control Mae, -7 Klru� SEALANTS. • • • • • ALL JOINTS ANie jRAME CONNECTIONS SEALED WITH • • • • Slf1LL:JOrT , EALER. • ••• •• • ••• ••• ••• • • • • • • • • •• • •• • • • •• • • •• • • • En J•VAD aAr•IAD C L FLA. PE 70592 C.A.N. 3438.. • a U (— 1 G 0 drawing no. W14-02 sheet 5 of 10 000 • • • • 004 • • • • • • • • • • • • ••• • • • • •• • • • •••• • • • •••• ••• • • • 000 • DOORJSIDELITE FRAME TOP CORNER DOOR/SIDELITE FRAMF BOTTOM CORNER 27 s1 MULL ADAPTER FRAME TOP CORNER PP^0w d w c9a ply4oB MOON Florida &Miss Co Duk ,,,S7,00/15.` NOM NO,W MI.11111 •4 Pluton .nim1 ay MULL, ADAPTER FRAME BOTTOM CORNER • • • • •• • • •. • •••• A1•.THRESHOLD_CORNER • •• ••• •• En r. J AO•J#lAD CMI, FLA. PE / 70592 C.A.N. 35 • ••• • • • • • • •• • • •• •• • ••• ••• • • 4 • • • • • • • • • • • • • • • • • co411V n z n % • 9 J H It an o oo a" 0.6 4 ego V � n o.v'a c 006-0 exgg§0 < W E drawing no. W14-02 Wiest 9 of 0 ••• • • • • • • • • • • • • •6 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • ACCESS HOLE DOOR TOP/BOTTOM CORNER ACCESS HOLE ST. STEEL WASHER CHAIR RAIL CORNER 2" X 1.2" X .15" ALUM PLATE thpplvctd w comulping wllh6N ?Wick II$�yMing Code Urle f} f—o 08 jc)23/5' N(Ml .cj MlnwlMgr ?radar�s sonIm 3/8 THREADED ROD AT DOOR LEAF ONLY ACCESS HOLE. •• ••• • • • • •• •r • • • • •• ••• •• • •• • • •. • • • • Sr—c� • ngJ�'AD•I•ND CML FLA. • E 1 70592 CA N. 3538 3/8" NUT • ••• ••• ••• • • • • • • • • • •• • •. • • • •• • • • .• • • • • • • • • • • • • ' QOOR BOTTOM CORNER lIA• •. ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .rte ••• • • • 000 • drawing no. W14-02 oot j 0 of 10 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) SIW Impact Windows LCM 975 S. Congress Ave. # 102 Delray Beach, Florida 33445 ) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (Iii Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. (DESCRIPTION: Series "500-9 " Aluminum Outswing Doors w/wo Sidelite or Transom ) APPROVAL DOCUMENT: Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. TiMISSILE IMPACT RATING: Large and Small Missile Impact mitmions: •• 1. See DP tables for X or XX in sheets 2 & 3, 0/X or 0/XX in sheet 4, for 0 in sheet 4_1:an•door w/ sidelites (Narrow. stiles w/wo Reinforcements and/or Wide stiles) in sheet 5. Lower DP from door w/ trari;o •oF sidel4tg may contrc114„• 2. Max single door leaf width mulled with sidelites in sheet 5, shall not exceed = 36-91/E; • • 3. ADA threshold options #1 and #2 are not rated for water Resistance* and limited to DP --*J. 62 PSF. . • • 4. Glass A is limited to DP=+/- 70 PSF. Glass lites wider than 36” shall have two setting bootss per F$G'paquiremextst • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo; Ott,, state a$d series arid' • • • • following statement: • "Miami -Dade County Product Control Approved", noted herein. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been filed acrd theIle has been pro change..: • in the applicable building code negatively affecting the performance of this product. ••• •• • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or chines v the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and hallbe_axailablefor_inspection at the job site at the request of the Building Official. This NOA revises NOA # 14=0305.06)onsists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentron'd above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.Eov/economy MIAMI•DADE COUNTY APPROVED CANOA No. 15-0406.13 Expiration Date: May 22, 2018 pproval Date: Oetober_15, 2015 % Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files # see below) 2. Drawing No. W13-68 Rev C, titled "Series 500-9 Alum Outswing Entrance Door (L.M.I.)", sheets 1, 2, 3, 4, 4.1 through 16 of 16, dated 12-30-13 and last revised on Oct 06, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # 14-0305.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of aluminum Outswing doors w/wo sidelite and transom, prepared by Black Water Testing Inc., Test reports #BT-SIW-13-001 and BT-SIW-13-006 dated June 10, 2013 and December 11, 2013, both signed and sealed by Yamil Kuri, P.E. Note: The above test reports have been revised by an addendum letter dated 05/09/14, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94• • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2R2-94'. • • • • Along with installation diagram of aluminum Inswing / Outswing doors w%wo sideliteNr4 • transom, prepared by Hurricane Engineering and Testing, Test Report NQ..TI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-43'7.4 4140 01/03/08 • HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 datttllune 30; 2009, all • signed and sealed by Candido Font, P.E. •• • • ..• ..• . .. C. CALCULATIONS . . . . . • . 1. Anchor verification calculations complying with FBC2014 (5th Editio4.prepared'by. Al• Farooq Corporation, dated MAR 27, 2015 and last revised on Jul 30, 2015, signed'd s:aled by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-04 & -09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E-1 kt,c.,n 1 LJ.11 Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0406.13 Expiration Date: May 22, 2018 Approval Date: October 15, 2015 SHY Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. 2. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Butacite ® PVB interlayer", expiring on 12/11/16. F. STATEMENTS (Except item #1, all other submitted under file # 14-0305.06) 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/25/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. 3. Addendum letter dated 05/09/14 ref #EBT-SIW-13-001 and BT-SIW-13-006, issued by Black Water Testing Inc., signed and sealed by Yamil Kuri, P.E. 4. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by HETI, signed and sealed by Candido Font, P.E. G. OTHER 1. This NOA revises NOA # 14-0305.06, expiring 05/22/18. 2. Test proposal dated 05/23/1, approved by RER. .. • . . • •. .... • .. .. . .. • • • .. . ...... . • • •• . ....• .. . • .. . . . . . . . • .. . .. . . ••• . •• . • •. • . ... .... • • . shaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0406.13 Expiration Date: May 22, 2018 Approval Date: October 15, 2015 E-2 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS .090" Interloyer .090" Interlayer Butocite PVB SentryGlos By 'Kuraroy Americo, Inc.' By 'Kuroroy America, Inc.' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE / DOW 995 _CLASS TYPX:A. 7/16" OVERALL LAM. GLASS 5/32" TEMP. GLASS AIR SPACE DECORATIVE PANEL AIR SPACE 5/32" HEAT STREN'D GLASS .090" Interlayer Butocite PVB By 'Kuraroy America, Inc.' 5/32" HEAT STREN'D GLASS S m e itk " ®\ 0 \ GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SILICONE DOW 995 i GLASS TYPE "C' 1" OVERALL LAM. INSUL. GLASS 3/16" TEMP. GLASS AIR SPACE 3/16" HEAT STREN'D GLASS .090" Interloyer Butocite PVB By 'Kuraroy Americo, Inc' 3/16" HEAT STREN'D GLASS SILICONE DOW 995 NON STRUCTURAL _DECORATIVE GRILL SOLID ALUM BAR OPTIONAL SILICONE DOW 995 GRILLE SHAPES VARY ALTERNATE GLAZING DETAIL GLASS TYPES 'A' & •• • • • • • •• a • • • • •i• •• • • • •• CARDINAL XL / EDGE SPACER ST. STEEL ••• ••• ••• •� !.y� • • • GLASS Tin 'D'. • • • • • 1" OVERALL IAM. ova. C0FIjS • • • • • • • • • GLAZING OPTIONS • • • • • • • • • • • • • • • • • • • • #10 SMS 4/ GRILLE MIN. MorUc r REVISED • n•Wylea •II Arc Finn& ipin Cale A veNNirIS-o4a6•f3 Ita•ky,FI•t o.1. MAY ?cl$ �pk stCwl THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. (SERIES 500-9 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM SEE SHEETS 2 & 3. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 5. SEE SHEET 2 FOR GLASS TYPES AND LOCKING OPTIONS. SEE SHEET 3 FOR GLASS TYPE AND ADA SILL. SEE SHEET 4.1 FOR SINGLE SIDELITE AND GLASS TYPES. LOWER VALUES FROM TRANSOM/SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. TRIS PRODUCT HAS BEEN DESIGNED AND TESTE0 TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCI HURRICANE ZONE (IIVZ). 1BY OR 2BY WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SI IOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SILICONE TO BE APPLIED TO ENTIRE FRAME PERIMETER. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. En99 JAVA° AMMO CML FLA. PE 0 70592 CAN. 3538 COMP -ANL\W73-6851 SERIES 500-9 ALUM OUfSWING EMRANCE DOOR (LM.L rn ci —I O Vl A ujA 0>QQM Z [n J "W u" 1— IS o 1 ,<E) z a a V ro N J In 00 ES w drowing no. W13-68 sheet 1 of 16, ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • 410 • • • • • • • 000 • • • 4100 • • DOORS WITH STD. 39 3/8" MAX. FRAME WIDTH 3 POUT LOCKING HARDWARE LOCKING OPTIONS SEE SHEET 14 SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY 8E USED DOOR LEAF WIDTH TYPICAL ELEVATION ( X ) 7s" MAX. 5 1/2" MAX. HEAD/SILL _CORNERS - 1 FRAME WIDTH 13 3/4" MAX. HEAD SILT SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 9/16" MAX. D.L. OPG. 36 9/16" MAX. DOOR LEAF WIDTH HEAD ANCHORS AT STILE ENDS AT 3" 0.C. "s1Lt-ANCHORS 7r STILE E` (7) AT 3" 0.0. TYPICAL EL'EVATIC ( XX ) DOORS IAAD APA�ITY - PSP SINGLE (X)_ OR DOUBLE (XX) DOORS WITHOUT TRANSOM _ „`TH LOCKS __4= II /\ 11 / I;/ /1 ©II TYPE 'Ll' • 4 Ty iC' t 'D1, - \ \ .i w/' Q\ TYPE 5 DOOR LEAF HEIGHT 96 1/2' MAX. (GLASS A & B) 86 1/4" MAX. (GLASS C & D) D.L. OPG. 0 I HEE IGHT E 1' / ; I 1� \yy III ,,,-,,== \I �I \1 == I 0 f N ; n I =__ I \\ ' EXT.(+) INT.(-) IEXT.(+) PITA-) • EXT.(+)• • • JOSE LOCKING OPTIONS N i SHEET /// i4(. /..r/ �� 14/ / �1-MiZEl- INT.(-) 39-3/8" 80" .-®w ACTNE 80" 9773/4" SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 9/16" MAX. D.L. OPG. 36 9/16" MAX. DOOR LEAF WIDTH HEAD ANCHORS AT STILE ENDS AT 3" 0.C. "s1Lt-ANCHORS 7r STILE E` (7) AT 3" 0.0. TYPICAL EL'EVATIC ( XX ) DOORS IAAD APA�ITY - PSP SINGLE (X)_ OR DOUBLE (XX) DOORS WITHOUT TRANSOM SINGLE DOOR (X) DIMS. DOUBLE DOOR (XXGLASS Dims. LOCKS HINGES1 TYPE 'A' TYPE 'Ll' • 4 Ty iC' t 'D1, WPES •, 3• , I, • •TYPE 4 TYPE 5 QUANTITY.' PLERE DTH HEE IGHT E 1' E _WIRD H., FRAME _HEIGHT ' ' EXT.(+) INT.(-) IEXT.(+) PITA-) • EXT.(+)• • • INT.(•» • • ENT. (40 -.0-........0-0-11-.. 1T.(•) IIXT.(+) • INT.(-) EXT.(+) INT.(-) 39-3/8" 80" 76° 7g' 80" 9773/4" 70.0 70.0 70.0 -770.01 80.0 80.0 80.0 i 8A31 60.0 • bet} 1 10.0 • 6021 4110.0• 8010 •80.0 180.11P-. 601 • 6.0.0 60.0 60.0 62.0 62.0 62.0 62.0 ."`3''` ....4 39-3/8" 97-3/4" 39-3/8" 108" 76" 108" 70.0 70.0 80.0 80.0 - -` -80:0 80.0 - - - - 4 EXT.(+) DESIGN LOAD IS BASED ON STD. SILL SEE SHEET 1 FOR GLASS TYPES DESCR PT10N. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. SEE SHEET 14 FOR LOCKING OPTIONS AT ACTIVE & INACTIVE LEAFS. fi 1/2" MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY • • • • • • • • • • • • GLASS D.L.O. FORMULAE: • • • • • • • • 401.0. WIDTH = FRAME WIDTH - 9.813" (X 000RS) • • • • • (FRAME WIDTH - 22.875")/2 (XX DOORS) • • • • •• •• ••• • * I.L.O. HEIGHT = FRAME HEIGHT - 11.5" (4" BOTTOM RAIL) • • • • • • • • • • • • • • • • = FRAME HEIGHT - 13.5" (6" BOTTOM RAIL) = FRAME HEIGHT - 15.5" (8" BOTTOM RAIL) * USING #20305 (1/2" HT.) THRESHOLD 1'RODUCFREVISED M'8G Il8 with IM Anik loolh1os C444 Aaeptwee No 1 -0 r •(3 R>wltM ,ale rrn Bute •T9 Cwhd NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr•. JAVA() AMA!) CML FLA. PE / 70592 CAN. 538 G7.015 RI 41.9 ✓N fg J O uj a Q>M 0a Zre _uJ (.5 <0W N -vi V) m o ggkg !HIH °uI55 o D 8 w E nn a D 0 u 0 2 5 8 drawing no. W13-68 sheet 2 of 16) •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4" 5 1/2" MAX. HEAD/SILL CORNERS FRAME WIDTH Al g M $i X n C1 O J O v / / / / �i SVR \SEE SHEET 14 \ \ Fp \ \ \ 26 9/16" MAX. O.L. OPG. 36 9/16" MAX. y DOOR LEAF WIDTH TYPICAL ELEVATION ( X ) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) • • GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-1/4' 97-3/16" 62.0 62.0 mE '8 5 1/2" MAX. HEAD/SILL CORNERS 76 1/16' FRAME WIDTH 1 a m— g ^ • • CLASS TYPE 'B' • DOOR ONE ADA THRESHOLD / / / / / / FRAME HEIGHT \ ` \ \ \ // \A X/ \ \ O \ I ` 1 DOOR LEAF HEIGHT 83 7/8' — C1 — • — g — — / / / /j / '/'(E-- / // I / '/ I SVR %EE SHEET 14 Nk ¢p \i \ \ \ \\ \ \ \ ._ co I SVR SEE /. / / / / / / .SHRET 14 % n i • — -f, vl s. DOOR OPTIONS •• ••• • • • • • • • • • • • • • •• ••• •• • • • 11I 26 9/16" MAX. D.L. OPG. 36 9/16" MAX. DOOR LEAF WIDTH HEAD ANCHORS AT STILE ENDS (7) AT 3" 0.C. (0 TYPICAL ELEVATION ( XX ) In ' U SILL ANCHORS AT STILE ENDS (7) AT 3" 0.C. DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) • • CLASS TYPE 'B' • DOOR ONE ADA THRESHOLD FRAME "41 FRAME HEIGHT EXT.(+) INT.(-) 74-1/16" 97-3/16" 62.0 62.0 SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. • ••• ••• ••• • • • • • • • • • • • ••• • • • ••• •• • ••• : D10R D.L.O. DIMS •• • • • • • • • • • • • • • • IJ ..O. HEIGHT = FRAME HEIGHT - 13.313" (6" BOTTOM RAIL) • "ILO. WIDTH (X DOORS) = FRAME WIDTH - 12.625" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.875)/2 Eng,: JAVAD AHMAD cA1L FLA. PE 9 70592 CA. 3538 62015 PRODUCE REVISED reraMi w1MNe Floral mc▪ epine E,p►w44 • DN��t ��s � TZ11O �I�irPl•ittCt•1w1 2 O g P W Z • d V 0cocX�811 0 O W M of Q: • 0 H L. ▪ Q cg COMP -ANL\W13-68SIW) La 0 v 6 6 6 7. a 0 v 6 2 9 3 drawing no. W13-68 sheet 3 of 1 6 ••• • • • • ••• • • • • • • • 1 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 010 • • 39 3/8" MAX. DOOR/TRANSOM FRAME WD. 37 1/8" TRANSOM LEAF W. 5 1/2" HEAD/SILL CORNERS MAX. (2) ANCHORS AT TRANSOM ENDS ALL LOADS LOCKING OPTIONS SEE SHEET 14 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 9/16" MAX. D.L. OPG. 36 9/16" MAX. w •AP ••• 0 5 1/2" MAX. HEAD/SILL CORNERS 76" MAX. DOOR/TRANSOM FRAME WIDTH 73 3/8" MAX. SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL • • AgY BE•USF� • • • • • • • • • DOOR LEAF WIDTH • DOOR LEAF WIDTH •• ••• •• • • • •• (C)/X) (O/XX) • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • •• • • • • • to SINGLE OR DOUBLE BOORS WITH TRANSOM CAPACITY - PSP MASS ASS TYPE z GLASS TYPE TRANSOM DOOR ILII iIO- JL-___ H N O ii 'A' 'B' 'C' 8 'D' WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) _ DOOR LEAF HEIGHT 96 1/2' MAX. (GLASS A & 6) 86 1/4" MAX. (GLASS C & 0) 0.L OPG. 1 I 1 1 I PI I 1 4 70.0 70.0 I/ / � / 76.5 \ \ / \y. 1" \ O \ \\ 72 30" O 70.0 _ /� // ')Y. �\ 1 =k ===Y \ 1 \ i II \ \ \ 60.0 (XX) LOCKING OPTIONS ,SHE SHEET 14/ "1 / / / / / 70.0 70.7 70.7 INACTIVE 60.0 `- ACTIVE 96" SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL • • AgY BE•USF� • • • • • • • • • DOOR LEAF WIDTH • DOOR LEAF WIDTH •• ••• •• • • • •• (C)/X) (O/XX) • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • •• • • • • • to SINGLE OR DOUBLE BOORS WITH TRANSOM CAPACITY - PSP MASS ASS TYPE GLASS TYPE GLASS TYPE TRANSOM DOOR TRANSOM 'A' 'B' 'C' 8 'D' WIDTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) _ 24" 70.0 70.0 76.5 76.5 60.0 60.0 72 30" 70.0 70.0 73.4 73.4 60.0 60.0 (XX) 36" 70.0 70.0 70.7 70.7 60.0 60.0 96" 24" 68.4 68.4 68.4 68.4 80.0 60.0 7a- (XX) 30' 65.5 65.5 65.5 65.5 60.0 60.0 36" 63.1 63.1 63.1 63.1 60.0 60.0 24" 69.5 69.5 69.5 69.5 - - 72" 30" 66.9 66.9 66.9 66.9 - - (XX) 36" 64.7 64.7 64.7 64.7 - - 108" 24" 62,1 62.1 62.1 62.1 - - 76" (XX) 30" 59.7 59.7 59.7 59.7 - - 36" 57.7 57.7 57.7 57.7 - - 39 3/8" 96" 36" 70.0 70.0 80.0 80.0 60.0 60.0 (X) 39 3/8" 108" 36" 70.0 70.0 80.0 80.0 - - (X) EXT (+) DESIGN LOAD IS BASED ON STD. SILL FOR LOCKS AND HINGES LIMITATIONS SEE SHEETS 2 & 14. (5) ANCHORS AT TRANSOM ENDS ALL LOADS O.L.O. HEIGHT (TRANSOM) = TRANSOM LEAF HEIGHT - 10" D.L.O. WIDTH (TRANSOM) = TRANSOM LEAF WIDTH - 10" rn mg a51 '8 SILL ANCHORS AT STILE ENDS (7) AT 3" 0.C. bPI 6 1/2" MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY Engr: JAVAO AHMAD CML FIA PE 70592 GAN. 3538 2015 PROOUC r REVISED al 4OJ plylos with Ilse Finrlds LwrBng Coda Accepis.Ce No IS -6 oL. IX Urinals. Date $ 4. Givllr ill... Z ,°p. 0 �4 g t O a L C 0 0 M Gagam 31 o°to��III E oN L. tc,0�1( f - L �I II` 0 4, c 6 drawing no. W13-68 sheet 4 of 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 I/2" MAX HEAD/SILL CORNERS SINGLE (STATIONARY) SIDELITE UNIT (SEE DETAIL IN SHEET 11) 39 3/8° MAX ma 01 As SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDELITE LEAF WIDTH TYPICAL ELEVATION ( O ) I0 40 �8 SIDELITE LOAD CAPACITY - PSF STAND ALONE STATIONARY PANEL (0) SIDELITE DIMS. GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPES 'C' & 'D' D WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 39-3/8" 97-3/4" 70.0 70.0 80.0 80.0 60.0 60.0 39-3/8" 108" 70.0 70.0 80.0 80.0 - - •• ••• • • • • • •• • • •• • • • • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'Row a REviseo wompsfleswith Ik Fleed Ateeptiasef•L -0Y0 6 Al Ii s• (Dale I�q..FgE�it C.rtn1 flfsuRIES 500-9 PLUM Hog c :: a 8 8 v o c m o o c drawing no. W13-68 (sheet 4,101 1 6) 169 3/4" J COMP—ANL\W13-68SIW )I DESIGN LOAD CAPACITY - PSP SIDELITES WITH SINGLE OR DOUBLE LEAF DOORS 5 1/2" MAX. 13 3/4" TESTED FRAME WIDTH MAX. " 3" (6) ANCHORS GLASS TYPE 'A' (SEE NOTE BELOW) GLASS TYPE 'B' GLASS TYPES 'C' 'D' HEAD/SILL CORNERS 0 HEAD 0 SILL ___ ��/, / , I 'yP /AT HEAD/SILL I � AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (305) 264.8100 FAX. (305)232-697E1 NARROW STILE _ _ __ _� L - 1s/ DOOR NARROW STILE NARROW STILE WIDE STILE WIDE STILE 1 _ 1 - -- I SIDEUTE WIDTH FRAME HEIGHT SIDELITE 11/0 REINF. SIDELITE WITH REINF. SIDELITE 8/0 REINF. SIDELITE W/0 REINF. I Lsi tD FRAME HEIGHT 106 5/8" MAX. (GLASS A & B) 95 7/6" MAX. (GLASS C & D) DOOR LEAF HEIGHT 96 1/2" MAX. (GLASS A & 5) 86 1/4" MAX. (GLASS C & D) I I I� 1 % /' /i ME I I INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) © 1 1� / \ 30 80.0 80.0 80.0 80.0 80.0 00.0 60.0 60.0 � I / \ 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 SIDELITE _ _ -L _ _ i1 =--411_-_1_, \ 42 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 I O it/ \\ 46-7/8 80.0 80.0 80.0 80.0 80.0 80.0 - - 1 48 80 80.0 80.0 80.0 80.0 80.0 80.0 - - 0 ,WIDE I NARROW UTE 1 /Ii 1 \ \ 52 73.8 73.8 73.8 73.8 73.8 73.8 - - SIDEUTE ----yt=-=- L7-_,-/-At=-= /l // \ 54 71.1 71.1 71.1 71.1 71.1 71.1 - - j O/ © 1 56 68.6 68.6 68.6 68.6 60.6 68.8 - - I // 60 64.0 64.0 64.0 64.0 64.0 64.0 - - i 1 4Y SIDELIfE 4� 'i 30 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 10I 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 a o I MIODUC f•REVISED so comply* t% Ow Flo �. _ Aeeep • LS -OW EopirstM•pK FINI SERB 500-9 ALUM OUTSWING ENTRANCE DOOR (LM.I.)) SIW IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX. (561) 274-9262 42 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 i \ i / 46-7/8 80.0 80.0 80.0 80.0 80.0 80.0 - -I t_ _ __ 48 84 80.0 80.0 80.0 80.0 80.0 80.0 - - -_ jl \ �; // 52 73.8 73.8 73.8 73.8 73.8 73.8 - - � 1 \ ;1 /WadingC 54 71.1 71.1 71.1 71.1 71.1 71.1 - - I �t 11 / / 56 60 68.8 64.0 88.6 64.0 68.6 64.0 68.6 64.0 68.8 64.0 68.6 64.0 - - - - I ____ -I _ I� ____y11E,=== 11 \ / I8 l .r" GM 1! 30 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 11it O Q i; \\ r Ei•aal Prue C i 36 80.0 80.0 00.0 80.0 80.0 80.0 60.0 60.0 \ // / I 42 80.0 80.0 80.0 80.0 80.0 80.0 - - I 46-7/8 80.0 80.0 80.0 80.0 80.0 80.0 - - 1 V _ _111111:MMINh1 48 90 80.0 80.0 80.0 80.0 80.0 80.0 - - 1 _ - -- _' 52 73.0 73.8 73.8 73.8 73.8 73.8 - - SURFACE APPLIED __ _- __ _- -'I 54 71.1 71.1 71.1 71.1 71.1 71.1 - - FALSE MUNTINS D.L. OPG. D.L. OPG. E 56 68.6 68.6 68.6 68.6 68.6 68.6 - - MAY OE USED (OXXO) 10 'c8i 30 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 NARROW/WIDE 36 9/16" MAX. 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 SIDELITE WIDTH I 1/4" DOOR LEAF WIDTH SILL ANCHORS AT STILE ENDS ) '-, 0 b 0 5 o, ¢Ct m a o L^ b o Z R 0 0 3 rc 11 42 80.0 80.0 80.0 80.0 80.0 50.0 - - NOTE:(7) 76" MAX. DOOR WIDTH (XX) AT 3" O.C. 46-7/e 96 76.0 76.0 76.0 76.0 76.0 76.0 - - THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 SQ. FT. 39 3/8" MAX. DOOR WIDTH (X) 48 75.1 75.1 75.1 75.1 75.1 75.1 - - 52 71.8 71.8 71.8 71.8 71.8 71.8 - - REINF. AS READ. © © SEE CHART 54 70.2 70.2 70.2 70.2 70.2 70,2 - - SIDELITE LEAF WIDTH SIDELRE WIDTH - 1 3/8" 30 80.0 80.0 80.0 60.0 80.0 80.0 60.0 60.0 °� 36 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 ■� 42 79,1 79.1 79.1 79.1 79.1 79.1 - - �` -]11• 46-7/8 97-3 4 / 74.7 74.7 74.7 74.7 74.7 74.7 - - . _�__ n 48 73.7 73.7 73.7 73.7 73.7 73.7 - - �� T Tq i��r: ry L, ��r 1� tr- � o_ N c .0 0 `0 0 52 70.5 70.5 70.5 70.5 70.5 70.5 - -- - IDI, � I � � I I �I1 : 1 *� 30 80.0 80.0 80.0 80.0 80.0 80.0 - - .. • • /( jj�� 11 36 80.0 80.0 80.0 80.0 80.0 80.0 - - • • • \ • • • • Off. • • LOW *IDA • 41 EXT' LEAF WIDTH ` a c a u o 42 102" 75.8 75.8 75.8 75.8 75.8 75.8 - - • • • • • < 7 --v` ) $ i o c 46-7/8 71.6 71.6 71.6 71.8 71.6 71.6 - - NARROW SIDELITE WIDTH • • •DOAl FRAMIWII H • WIDE SIDEUTE WIDTH _ 0009 FRAME WIDTH 48 70.6 70.8 70.6 70.6 70.6 70.6 - - • •• ••• •• • •w NARROW STILE WIDE STILE Engr. JAVAD WAD 30 79.7 79.7 80.0 80.0 80.0 80.0 - - SIDELITE WITH 11009 SIDELITE WITH DOOR CIVFLA PE 1L 711592 FLA. 36 73.2 73.2 77.3 77.3 77.3 77.3 - - (W/WO REINFORCEMENT) INSTeUCTIO�IS: C.A.R. 530 42 108" 67.7 67.7 71.6 71.6 71.6 71.6 - - • • • • • • • • • • USE CHARTS AS FOLLOWS. 46-7/8 63.7 63.7 67.6 67.6 67.6 67.6 - - • • • • • 1. @ELEST AGO' OR DOUBLE DOORS CAPACITY, GLASS TYPES••,. • • • • END fLOC111NG EPRONS FROM TABLES ON SHEETS 2 & 3. ___) drawing no. W1 3_68 V V 48 62.9 62.9 66.7 66.7 66.7 86.7 - - • ! • • • • • • • L. 1;ELE9T L�SIOELRE TO DOOR MULLION CAPACITY 0 6 � 202015VEN•OF FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF • • • • • ••• ••• • • FRoM TABLE•ABOVE. EXT.(+) DESIGN LOAD IS BASED ON STD. SILL 3, LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. .7G sheet 5 Of 16 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/6" MAX. FRAME WIDTIr MAX. FRAME WIDTH MAX. FRAME WIDTH h.. el 78" MAX, FRAME WIOTti DOOR FRAME MAX. FRAME WIDTH 169-3/4" MAX. SINGLE LEAF DOORS WITIIOUT SIDELITES. SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. FRAME WIDTH `DOOR FiEICHTf 44 G E• J�� 36' MAX. TRANSOM SEE SHEET 4 QQ 13 � im •p J I MU__ I i0 OSS © Mi■...�I / I♦■■►I� O :' OSS / / O � \\ % OD 76" MAX. O *m i u=MII A � / ✓/ is �� \\ i; i -- M.11111 1 O p G E• J�� 36' MAX. TRANSOM SEE SHEET 4 QQ im •p I MU__ I i0 I / I♦■■►I� OS 39 3/8" MAX. OD 76" MAX. OPTIONAL 76 MAX. DOOR FRAME SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS AND WITHOUT SIDELITES 76 MAX. DOOR FRAME DOUBLE LEAF DOORS WITHOUT SIDELITES. DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER SIDE OF DOOR. PWODUCEWNW YMNIn Cod •ilL lh, fluids Eyk•M. Doh K l A NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 127.31 SO. FT. OF* Pluton Cortgal SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 5 FOR SIDELITE WIDTHS • • • • • • • • • • • • D.L.O. HEIGHT (SIDELITE) = LEAF HEIGHT - 12" (4" TOP RAIL, 6" 807. RAIL) • D.L.O. WIDTH (SIDE LITE) = LEAF WIDTH - 10" (WIDE STILES) • • • D.L.0. WIDTH (SIDE • • • • LITE) = LEAF WIDTH - 6" (NARROW STILES) • •• ••• •• • • • •• APPROVED CONFIGURATIONS DOORS, SIDELITES AND TRA1,101.14 COV,INFIW,SHOWN ABOVE *CAN BE USED AS INDIVIDUAL UNITS A.5, S`FjD •OR IN COM✓iINATIONS WITI O(HBR APPROVED PRODUCTS USING MIAMI-DADE •OUNTY APPROVED 'MULLION IN BE1''EN. LOWER VALUES FROM *TOR, DEGTE� MWLLIPNs 0R ARPI VAD PRODUCTS USED WILL APPLY TO ENTIRE SYS�T M. • • • • • TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). 1100 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Engr: JAVAD AHMAD CML FIA PE 70592 CAN. 3538 03 9' n a J O_ V)� 0Q� CZ In G N Wm O_ V (.1 V a 0.0 (O� J V) cn H 2 L 0 .un o� a v 5 R drawing no. W13-68 sheet 6 of 16 2 mi 3 EXTERIOR FINISHES BY OTHERS DCE•DIST.e TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH CONCRETE / CON RETEo Q. I(/ EDGE DIST. EDGE' D15T EXTERIOR FINISHES BY OTHERS 18Y WOOD BUCK FASTENERS BY OTHERS •.,oCONGRI:TE SEE LEAF CORNER DETAIL ON SHEET 15 11k� J- 1 1/e” TYP. z 2BY W OR OHO BUCK STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH METAL STRUCTURE OR APPROVED MULLION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH (TYPICAL ANCHORS: SEE ELEV. FOR SPACING. J, �,............., „.."....,,m, r--T-T, 7,-;,-im AT SILL k AT JAMBS L___ d 0 � it .! 0 4) 0 FLUSH BOLT GUIDE TUBE MIN. EDGE DIST.'. 0 MIN. EDGE DIST. t 1/4" DIA. ULTRACONS) BY 'ELCO' I WOOD 2-3/4" DOOR LEAF HEIGHT NA N.A. 3-3/4" 1" MASONRY N.A. N.A. N.A. NA._I ""' 3-3/4" 2-1/2" — II1 CONCRETE 0ii 2-''/2" 2-3/4" 2-1/2" 3-3/4" 2-1/2" .)� EXTERIOR -1-1- kipI--rlF 0 ID ID NA. 18 !� 1 I Qi 3/4" 0 n / CON RETEo Q. I(/ EDGE DIST. EDGE' D15T EXTERIOR FINISHES BY OTHERS 18Y WOOD BUCK FASTENERS BY OTHERS •.,oCONGRI:TE SEE LEAF CORNER DETAIL ON SHEET 15 11k� J- 1 1/e” TYP. z 2BY W OR OHO BUCK STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH METAL STRUCTURE OR APPROVED MULLION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH (TYPICAL ANCHORS: SEE ELEV. FOR SPACING. J, �,............., l AT HEAD ) AT SILL k AT JAMBS L___ ,.... ,SUBSTRATE; ANCHORS TYPE MIN, LENGTH MW. EDGE DIST. MIN. LENGTH MIN. EDGE DIST.'. MW. LENGTH MIN. EDGE DIST. t 1/4" DIA. ULTRACONS) BY 'ELCO' I WOOD 2-3/4" 1" NA N.A. 3-3/4" 1" MASONRY N.A. N.A. N.A. NA._I ""' 3-3/4" 2-1/2" — (Fu -177 KSI. Fy=155 K51) 1, CONCRETE 2-3/4" 2-''/2" 2-3/4" 2-1/2" 3-3/4" 2-1/2" 1/4" DIA SELF DRILUNG SCREWS (GRADE 5 CRS) METAL 3/4" 3/4" NA. N.A. 3/4" 3/4" WOOD = 2BY WOOD BUCKS OR W000 STRUCTURE S G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. CONCRETE = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fu=58 K51, Fy=36 KSI 1.41N. MIAMI-DAOE COUNTY APPROVED MULLION 1/8" MIN. THK. ALUMINUM (6063-15, Fu=22 KSI) MY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. POURED & HARDENED HIGH STRENGTH GROUT Pc - 5000 PSI MIN. NOT 8Y S.I.W. a MUST TRANSFER SHEAR mo co LOADS TO STRUCTURE a LOAD BEARING n (SOLID SHIMS `;Pc. OPTIONAL TO GROUT) • • • • • • ••• • • • • • 7 • TYPICAL ANCHORS ' -`SEE ELEV. FOR SPACING 'SEE CHART FOR MIN. LENGTH STD. SIJJ OPERABLE UNITS (APPROVED FOR WATER RESISTANCE) TYPICAL ANCHORS • • • SOP REV. FOR SPACING • • • ICE MAO • • FOR MIS. LS'IGTS • • • • • • • • • • • OPEISABLE TJNITS (NOT APPROVED FOR WATER RESISTANCE) LIMIT MAX. DESIGN LOADS TO 162 PSF Engr: JAVAD AHMAD CML FLA. PE Y 70592 CAN. 3538 (NOT APPROVED FOR WATER RESISTANCE) OMIT MAX. DESIGN LOADS TO 162 PSF PIODUC r Iuviseo /awTnr►rrT..Me Cabo Aeeeple•ee N• S• -d OL•/3 :epk•Oh• •M•Jr/ A•h Priodultal 1 067015 DOOR DETAILS 3 e ciJ N N "F • ZN- 3w I -0o 1 Qo� d o co Tnrno c -- 5. N cc R 11 drawing no. W13-68 sheet 7 of 16 ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • TYPICAL ANCHORS FOR SPACING SEE CHART FOR M94. LENGTH - 0 8 0 z 0 ..h I EXTERIOR FINISHES BY OTHERS 3/8" MAX. LOAD BEARING SHIM 1BY WOOD BUCK FASTENERS BY OTHERS NOT APPROVED FOR WATER RESISTANCE TYPICAL AN HORS SEE ELEV. FOR SPANG SEE C T FOR LENGTH LOCK OPTIONS SEE SHEET 14 TYPICAL ANCHORS SEE ELEV. FOR SPAgNH . ��'' rSEE CHART1I�'FOR NLN. LENGTH111TjC MIME. — - 17i� — rJ111111 n v � •� 0 0 0 LEAF WIDTH 39-3/8" MAX. FRAME WIDTH (X) INACTIVE LEAF EXTERIOR' FINISHES BY OTHERS 3/8" MAX. LOAD BEARING SHIM LOCK OPTIONS SEE SHEET 14 0 NOT APPROVED FOR WATER RESISTANCE 0 D O 36-9/16" MAX. kail fa E APPROVED FOR WATER RESISTANCE WITH STD. SILL EXT. LOCK OPTIONS SEE SHEET 14 ACTIVE LEAF till �iIIEr� wr D.L.O. LEAF WIDTH // 0 0 LEAF WIDTH 76" MAX. EXTERIOR SEE SHEET 1 FOR GLAZING 0 LOCK OPTIONS SEE SHEET 14 FRAME WIDTH (XX) APPROVED FOR WATER RESISTANCE WITH STD. SILL ... . . . . ... . . • • • • . • • • • • • •e. • • • • • • • • • • • • • • •• •• • • • •• ,• ••• • • • ••• • • PRODUC f REVISED u o pIY1.E MIA IAe Florkh hoagies Cade Aeeepta.ee N. I S-Oyad •/ 3 E14ka11.. Date y Engr. ,MVAO AH1.1A0 CML FLA. PEP' 70592 C.A.,C.A.,.538 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH METAL STRUCTURE 1/4" MAX. SHIM DOOR DETAILS COMP-ANL\W13-6851 U J N J 4;10 lj f0 a Z 10 J §. N n 0zcz> <0a. 0 " LTI NSC drowing no. W13-68 sheet 8 0f 16 EXTERIOR FINISHES BY OTHERS TYPICAL ANCHORS SEE ELEVATIONS �-FOR SPACING SEE CHART FOR MIN. LENGTH CONCRETE PANIC LOCK FASTENERS SEE SHEET 14 TYPICAI. ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH DOORS WITH SURFACE APPLIED PANIC HARDWARE EXTERIOR FINISHES BY OTHERS 3/6" MAX. LOAD BEARING SHIM DOOR LEAF WIDTH INACTIVE LEAF 76* MAX. E1 P11ODUC 0 REVISED r complying will. Ike Floral bolding Cod' Acapulco No ^0'.I 6wk 4 ss MI LOCK OPTION SEE SHEET 14 ladaetarlsol ACTIVE LEAF 0.1.0. • DOOR LEAF WIDTH EXTERIOR TYPICAL ANCHORS • • • • • • • • • • • • SEE ELEV. FOR SPACING • SEE CHART • • • • • FOR MIN. LENGTH • • • •• ••• •• • • • •• ONd E1E e. EDGE DIST: • ••• ••• ••• • • • • • • • • • • • • • • • • • • • 1 'ADA THRESHOLD OPTION •i!2 • • • • • • • • OPERABLE UNITS •• • • • • • • • • • • (NOT APPROVED FOR WATER RESISTANCE) OMIT MAX. DESIGN LOADS TO ±62 PSF ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 090 • • • 000 • • DOOR FRAME WIDTH Engr: JAVAD AHMAD CML FLA PE (I 70592 CAN 3538 u15 DOOR DETAILS SERIES 500-9 ALUM OUTSVUNG ENTRANCE DOOR (LM.I) 8 2 o u b 8 0 0 n 6 5 r � drawing no. W13-68 sheet 9 of 16 Ed TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 28Y WO* BUCK OR METAL STRUCTURE OR APPROVED MULUON10 V 3 �+ EXTERIOR- FINISHES > ' -•SEE CHART "FOR WN LENGTH •Ed. - " 22 CAPICRETE r STRUCTURE (SEE SHEET 7 FOR SPEC) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 3.235 S.W. 87 AVE MIAMI. FLORIDA 331.74 TEL (305) 26481.00 FAX. (305)2626978 L COMP -ANL W1. BY OTHERS V I ) MN Ed. J tiMi-_1u .> Q d.'•' IRI III iaiii-- n ao MN TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mi a q -.._-',1O TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING mx Qn d 4 SEE CHART SEE CHART FOR MIN. LENGTH FOR MIN. LENGTH TRANSOM HEAD FRAME cls; TRANSOM HEIGHT 34 7/8" MAX. ri 1(SERIES 500-9 ALUM OUTSWING ENTRANCE DOOR (LIA.I.) SIN/ IMPACT WINDOWS, LLC. 975 S. CONGRESS AVE. #102 DELRAY BEACH, FL. 33445 TEL (561) 274-9392 FAX. (561) 274-9262 O O TYPICAL ANCHORS FRAME HEIGHT L 1 ` L SEE ELEVATIONS FOR SPACING SEE CHART I, if FOR MIN. /12 X 1-3/4" LENGTH s O x SMS AT 12" 0. MAX. • ,•.4 n /j✓ a ��-' AA ® ALTERNATE LOCATION FOR ANCHORS g T- n `u vrc �,,gg g 6 6 0000 t, 6 E i' l ►RODUCr REVISED with Ste Hari& i1R 1-11D 1_ Com/ Aeee$s.ce no IT-4560,f• 13 II R.ftruw.Dew S122i(r2 1g .. .1 Meet Chaim! 0 ,c5.•0 ad .• 6 O EXTERIOR D.L.0. ti EXTERIOR FINISHES 7.3 3/8" MAX. a o ,", .� v o 0 0 0 BY OTHERS TRANSOM LEAF WIDTH i . • • • • • • • •3 8" I,AX • (( • • DOOR/TRANSOM WIDTH E • • • • • • • • • • •LEAD l 1 ' • • TRANSOM DETAILS c _ ` m " ' R " 1 :; 15 L".i�1 3 i t Q $ • • •• ••• •• • • • •• d ci ii �`uM1• • ••• •• • • •• • • • • • • • • • • •L� Ergr: JAVAD AHMAD CML FIA. PE 70592 C.A.N. .538 OPERABLE • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• DOOR WITH TRANSOM (T7,(11�I i , drawing no. W13-68 sheet 100116 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • (sheet 11 of 16) mx EXTERIOR FINISHES BY OTHERS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH CONCRETE EDGE DIST. POURED le HARDENED HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT 8Y SA.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS SEE ELEV. •• FOR SPACING SEE CHART FOR 1.119. LENGTH'” W ONARROW SIOELITE Lp EXTERIOR F NISHES BY OTHERS 3/8" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 0 EXTERIOR D.L.O. tBY WOOD BUCK FASTENERS BY OTHERS SIA IPs -aft I .0{1.8 NARROW SIOELITE LEAF WIDTH 39-3/8" MAX. STAND ALONE SIDEUTE WIDTH U TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 3/8" MAX. PRODUCT REVIBL'D LOAD BEARING as te.pl)ilg with He nod i SHIM boding Code Acceptance Nee )T-0404' E>tpireeW Delr 512711 Teede'reafielCestvA D.L.O. WIDE SIDELITE LEAF WIDTH LOAD BEARING (SOLID SHIMS• • • • • 3/ OPTIONAL TO GROUT, • I0A1•BEION4 • • • • • • • • CHIM• • • • • • • • • • •• ••• •• • • . •• " TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 39-3/8" MAX. • ••• ••• ••• • • • • • • • • • • • • • • -• • • • • • •• • • • • • • • • • •• • • • • • • • • •• • • STAND ALONE_STATIONARY UNITS (SINGLE SIDELITE) STAND ALONE SIDEUTE WIDTH Engr. JAVAD AHMAD CML FLA. PE 70592 CAN. 538 015 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH METAL STRUCTURE 1/4" MAX. SHIM SIDELITE DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • zFF py�� 1- Fi te0 0; a v0 M Olvog 01<got4W 2 COMP-ANL\W13- 1; ( V c S • drawing no. W13-68 11 1 17 4,, 1, ® m 0 �i ti�J Y rill�i g o RVI O i i M1 EXTERIOR �) 11 'l i O ®m ir„ Min?PL__ EDGE DIST. POURED le HARDENED HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT 8Y SA.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS SEE ELEV. •• FOR SPACING SEE CHART FOR 1.119. LENGTH'” W ONARROW SIOELITE Lp EXTERIOR F NISHES BY OTHERS 3/8" MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 0 EXTERIOR D.L.O. tBY WOOD BUCK FASTENERS BY OTHERS SIA IPs -aft I .0{1.8 NARROW SIOELITE LEAF WIDTH 39-3/8" MAX. STAND ALONE SIDEUTE WIDTH U TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 3/8" MAX. PRODUCT REVIBL'D LOAD BEARING as te.pl)ilg with He nod i SHIM boding Code Acceptance Nee )T-0404' E>tpireeW Delr 512711 Teede'reafielCestvA D.L.O. WIDE SIDELITE LEAF WIDTH LOAD BEARING (SOLID SHIMS• • • • • 3/ OPTIONAL TO GROUT, • I0A1•BEION4 • • • • • • • • CHIM• • • • • • • • • • •• ••• •• • • . •• " TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH 39-3/8" MAX. • ••• ••• ••• • • • • • • • • • • • • • • -• • • • • • •• • • • • • • • • • •• • • • • • • • • •• • • STAND ALONE_STATIONARY UNITS (SINGLE SIDELITE) STAND ALONE SIDEUTE WIDTH Engr. JAVAD AHMAD CML FLA. PE 70592 CAN. 538 015 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH METAL STRUCTURE 1/4" MAX. SHIM SIDELITE DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • zFF py�� 1- Fi te0 0; a v0 M Olvog 01<got4W 2 COMP-ANL\W13- 1; ( V c S • drawing no. W13-68 1 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MW. LENGTH UO3 EXTERIOR F NISHES BY OTHERS 3/8' MAX LOAD BEARING SHIM ONARROW SIDELITE • 112 SMS AT 6' FROM ENDS & 12' O.C. L NARROW SIDELITE SHIM AS READ. L D.L.D. NARROW SIDELITE LEAF WIDTH 0 REINF. SEE CHART SIDELITE WIDTH (SEE SHEET 5) 0 r.. 0 EXTERIOR D.L.O. 36 9/16' MAX. DOOR LEAF WIDTH 76' (XX) 39 3/6' (X) TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH O WIDE SIDELITE 0 MAX. DOOR FRAME WIDTH 112 SMS OW DE AT 6' FROM ENDS L SIDELITE & 12" O.C. NOTE: MAX. FRAME AREA OF ALTERNATE SIZE NOT TO EXCEED=127.31 SQ. FT. 3/8' MAX. LOAD BEARING SHIM O EXTERIOR •• ••• O • • i •• 6 D.L.O. • • • • • • • • • • • • • 36 9/16' WIDE SIDELITE LEAF WIDTH • • • • • • • • MAX. DOOR LEAF WIDTH SIDELITE WIDTH (SEE SHEET 5) •• ••• •• • • • •• 76' (xx) 39 3/6' (X) MAX. DOOR FRAME WIOTH • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • r •• • • • • • • • • • •• • • • • • • • • •• • • i • • •-• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUC f REVISED I• ea.plieo with Ike Florld6 Wan Co& Arseptaace No O OL•13 igMNbk Ate S 2s. f ft �IIR':(a�fCaafta(— SIDELITE WITH DOOR DETAILS Engr: JAVAD AHMAD CM FLA. PE 70592 CA.N.. 538 15 COMP -ANL\W13-68SM 0 n A 5 6 D 0 w V 2 Rn drawing no. W13-68 sheet 12 of 16 .7 50 DOOR/SIDELITE FRAME HEAD/SILL 750 T- I. -2.337— O TRANSOM MULLION 0 TRANSOM FRAME HEAD HINGE/LOCK STILE FRAME JAMB 4.000 100 TYP. .437 O TOP/BOTTOM RAIL 4.000 (SIW502) 6.000 (SIw537) 8.000 (SIw536) TYP. .078 0 SIDELITE SASH STILE .078 L--3.000-441 O FLUSH BOLT BLOCK 34 r1.9001 CHAIR RAIL .094 1 1.146 094 II 1.969 .1741I_ I —2.021 a JAMB/MULL ADAPTER .078 I -411.070 F— n SNAP COVER .6551 1.000 E� .062 J 1.238 12 1.365 } ---T 1.365 .078- I-�II] 1.000 INTERIOR GLASS STOPS EXTERIOR GLASS STOP DOOR TRANSOM MULLION ADAPTER L-1.900 —41 (/ BOTTOM RAIL 1.059 I� • 1 • 40-11111.-•• • 1 •• •• •• • • • •( D4UA�F pOQli, ASTRAGAL • • 2.118 • SCREW COtdUit• JAMB .717 .062IdLi .415 36 THRESHOLD COVER 500 1.750 L 0 STEEL REINF. .102 .500 4.000 —moi OPTION #1 zs ADA THRESHOLD • • • • • 855 1.280 150 • • • •• • ::: • • 2.010 - •• • 0 • • •• • • • TRANSOM SCREW COVER .3,5 • • 9 (o SINGLE DOOR ASTRAGAL 000 • • • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • OPTION #2 (5-5) ADA THRESHOLD Eng,. JAVAD AHMAD CML FIA. PE Y 70592 C.A.N. 11538 0,(12015 PIRODDUCf�R[VINIhO I. • mplyulo M. MAI, ss Cad* AMIPIli No -D O(r/3 RgY1111•Dote s9�. IL/3 �'.arAcwlol z p tgo C)08 o tt g °o o4L521 4 DI 1'(c11JQ JpL^ Q W e1 �C F 844 5 8 8 RHI! p rc a i z a 0 5 drawing no. W13-68 (sheet 13 0116 OCK 0 TIONS 1 & 3 STD. 3 POINT LOCK MAX. FRAME HEIGHT = 108 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 80 PSF AOTIVE LEAF. OPTION 81' 3 POINT LOCK ASSEMBLY (M1805S) BY 'ADAMS RITE' WITH 4015 THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH DOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION 13' LOCK ASSEMBLY (W5110-STACT6) BY 'ASHLAND' WITH THROW BOLT AT 35-1/2" FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTNE LEAF CONCEALED FLUSH BOLTS (FB -1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM 801101A AND 34" FROM TOP 36-9/16' 1 36-9/16' LOCK OPTION 92 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAP EXPOSED FLUSH BOLTS (18-1202-914) 81 'SULLNAN Sc ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34" FROM TOP JNACTNE LEAF CONCEALED FLUSH BOLTS (1B-1202-914) BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INS DE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34" FROM TOP IJr 1 DESCRIPTION n MANP./SUPPLIER/REMARKS % / / / / i / / / / / \ \ \j. %X 1 \ 1 6063-T6 ` i \ 2 \\" i 6063-T6 \ \ 2A \ \ / TRANSOM MULLION 6063-18 I \ 3 \ / FRAME JAMB 8063-16 ACTIVE I INACTNE ACTIVE DOOR TOP/BOTTOM RAIL 36-9/16' 1 36-9/16' LOCK OPTION 92 NOT USED LOCK OPTION 4 MAX. FRAME HEIGHT = 97-3/4 IN. MAX. LEAF = 36-9/16 IN. MAX. DESIGN LOAD = 60 PSF ACTIVE LEAP EXPOSED FLUSH BOLTS (18-1202-914) 81 'SULLNAN Sc ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34" FROM TOP JNACTNE LEAF CONCEALED FLUSH BOLTS (1B-1202-914) BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INS DE FACE OF LEAF STILE LOCATED AT 13-1/2" FROM BOTTOM AND 34" FROM TOP 36-9/16' 36-9/16" LOCK OPTION 5 pANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE & INACTNE LEAF: SURFACE VERTICAL ROD PANIC EXIT DEVICE BY JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38 FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) 98-32 X 1/4" SOCKET HEAD MACHINE SCREW (1) 96 X 3/4' FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITII (2) 1/4-20 X 1-1/4" SCREWS. • • • • • • • • • • • 36-9/16" P •f• / • s• 1•11. • \ •• 4141 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 410 • • • • • 410 • • 000 • • • 0041 • • • • • • PEN 9 IJr 1 DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS /1 // // // / // / I I \ !1 \i. 1 �\ \ 6063-T6 \ ' \ 2 \ / !'/ / 6063-T6 \ 2A \ / TRANSOM MULLION 6063-18 I \ 3 \ / / FRAME JAMB 8063-16 ACTIVE I INACTNE\ \ J' ACTIVE DOOR TOP/BOTTOM RAIL 36-9/16' 36-9/16" LOCK OPTION 5 pANIC EXIT DEVICE (SVR) MAX. FRAME HEIGHT = 97-3/16 IN. MAX. LEAF WIDTH = 36-9/16 IN. MAX. DESIGN LOAD = 62 PSF ACTIVE & INACTNE LEAF: SURFACE VERTICAL ROD PANIC EXIT DEVICE BY JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38 FROM SILL AT EACH LEAF. PANIC BAR FASTENED TO LEAF WITH (1) 98-32 X 1/4" SOCKET HEAD MACHINE SCREW (1) 96 X 3/4' FH TEK SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STILE WITII (2) 1/4-20 X 1-1/4" SCREWS. • • • • • • • • • • • 36-9/16" P •f• / • s• 1•11. • \ •• 4141 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 410 • • • • • 410 • • 000 • • • 0041 • • • • • • PEN 9 PART # REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 SIW523 AS REO D. FRAME TRANSOM HEAD 6063-T6 ALTERNATE TO 2 2 SIW505 1 DOOR/SREUITE FRAME HEAD/SILL 6063-T6 - 2A SIW5058 1 TRANSOM MULLION 6063-18 - 3 SIW506 2/DOOR FRAME JAMB 8063-16 - 4 SIW502 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 - 5 SIW537 1/ LEAF DOOR BOTTOM RAIL (6") 6063-T6 SEE SHEET 13 5.1 SIW536 1/ LEAF DOOR BOTTOM RAIL (81 6063-16 SEE SHEET 13 6 SIW503 2/ LEAF HINGE STILE/LOCK STILE 6063-T6 - 7 SIW507 2/ LEAF SIDEUTE SASH STILE 6063-16 - 8 SIW542 AS REQD. DOOR TRANSOM MUWON ADAPTER 6063-T6 - 9 SIW511 AS REQD. SCREW COVER 6063-16 JAMB & TRANSOM 10 SIW509 AS REQD. DOUBLE DOOR ASTRAGAL 6063-16 - 10A SIW535 AS REQD. SINGLE DOOR ASTRAGAL 6063-T6 - 11 51W510 AS REQD. SCREW COVER 6063-15 - 12 SIW512 AS REQD. INTERIOR GL/SS STOP 6063-T5 - 12A DWF-024 AS REQD. INTERIOR CLASS STOP 6063-05 - 13 SIW513 AS REQD. EXTERIOR GLASS STOP 6063-76 - 13A 51W533 AS REPO. EXTERIOR GLASS STOP 6063-T6 - 14 SIW504 AS REQD. DOOR JAMB/MULL ADAPTER 6063-16 - 15 9016E - BULB WSTRIPPING VINYL CENTRAL PLSTICS 16 U4513 - 0-LON W'STRIPPING VINYL SCHLEGEL 17 5530 AS REQD. INTERIOR GLAZING GASKET (DUROMETER 70±5) SANTOPRENE 8Y CENTRAL PLASTICS 17A 5531 A5 REOD. EXTERIOR GLAZING GASKET (OUROMETER 70±5) SANTOPRENE 8Y CENTRAL PLASTICS 18 W23201NW0020 AS ROD. FINSEAL PILE W'STRIPPING - ULTRAFAB 20 98 X 1/2" - ASTRAGAL SCREWS PH SMS - AT 4' FROM ENDS & 8" 0.C. 21 98 X 1/2" AS REQD. GLASS STOP SCREWS SELF DRIVING - AT 8" FROM ENDS & 15' 0.C. MAX. 22 112 X 1-1/4" - FIX. PANEL SCREWS PH SMS - AT 6" FROM ENDS & 17' O.C. MAX. 24 S044HD 4/LEAF BUTT HINGES ST. STEEL OELTANA 25 - AS REQD. MULUON REINFORCING STEEL - 26 912 X 4' 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 27 112 X 2' A5 REOD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH SMS 28 112 X 1/2" AS REQD. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE F SS 29 20305 A5 REQD. ADA THRESHOLD OPTION 11 6063-16 - 30 DB019AV35 A5 REQD. DOOR BOTTOM SWEEP ALUM/VINYL BY CRL 31 SIW521 - FLUSH BOLT BLOCK 6063-T6 - 32 92 - FLUSH BOLTS - SULLIVAN & ASSOC. 34 SWW539 - 2" CHAIR RAIL 6083-T6 - 35 SIW546 1 AOA THRESHOLD OPTION 92 6063-T6 - 36 SIW547 1 THRESHOLD COVER 6063-T6 - SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGES: 4" X 4' 5T. STEEL BUTT HINGES DELTANA (DSB4NB OR SD44H0) AT 13" FROM TOP AND BOTTOM ENDS AND 26-5/8" 0.C. MAX. HINGE ATTACHEO TO DOOR FRAME AND DOOR STILE USING (4) 912 X 1" FH MS 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS RICHER THAN 6/8 Engr: JAVAD AHMAD CML FIA. P/; 9 70592 CA . 3538 06 2015 PRODUCF REVISED oAso�PbME mitt Dm FI0414& ..N• lS-v o •/3 Lying SS Dais z O H 1 16 G 3 GG 00 Is ego 1. OG a 08 ca r, o o • . 0 O li.W,5s 13 a6gf COMP-ANL\W13 O Li 0 0 (v 0 drawing no. W13-68 sheet 14 of 16 1!ii DOOR/SIDELITL FRAME TOP CORNER TRANSOM TOP CORNER ADA THRESHOLD CORNER OPTION #2 18 X 1/2" FH MS 2 PER SIDE TRANSOM MULLION CORNER • • • •• • • • •• • • • •• • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • DOOR/SID6L0 •• ••• ••• ••• ••• FRAME BOTTOM CORNER •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • •• •• • • ••• • • PRODUC f REVISED Y er.plyleg •ilb Ilre FlorN► MW{Ce•e Aeeepu•ee N•/ -OYOG. 3 140nd m 011ie b S4v Mw <cw 6" X 1-7/8 X 1/8" ALUM ANGLE 1-1/4" WIDE ADA THRESHOLD CORNER OPTION #1 Engr: JAVAD AHMAD CML FU. CA. Py 5 S 7053892 Vl a : ;'S 3i WEE ng) i aq222 D 0 v 8 z 0 C ry drawing no. W13-68 sheet 15 of 16 ACCESS HOLE DOOR TOP CORNER ST. STEEL WASHER 2" X 1.2" X .15" ALUM PLATE 3/8 THREADED ROD DOOR BOTTOM CORNER CHAIR RAIL CORNER • • • • • • • • • • • • 1!CC,ESSHDI�E • • • • • • • • •• ••• •• • • • •• 3/8" NUT • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • • • • • • • • •• • • ACCESS HOLE Engr JAVAD AHMAD CNR FLA. PE a . 592 PRODVC1'REVISED Y e•01141s• WA He floriia Meridiem N• Qyi1ga*nk_w�a taslFs 11�Yr.Onok rnamtC.sko1 4.» i z p ofF (• Z 0 0 od o� d °0 M oO.44 000 14.zaw;g N g 4612 COMP -ANL\W13-68SM J 8 E2 01 JN a —10 v N j a QaM Zu 3w rn ES r QZo } O O a moo b fi drawing no. W13-68 sheet 16 of 16 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • JOB NAME / ADDRESS: CARTLEDGE RESIDENCE 501 NE 94TH ST MIAMI SHORES, FLORIDA 33138 DESIGN CRITERIA FLORIDA BUILDING CODE WIND CODE: MEAN ROOF HEIGHT: EXPOSURE: BUILDING RISK CATEGORY CONSTANT: (GCPI): WIND VELOCITY (V): (Kd): EXPOSURE ADJUSTMENT (Kz): (Kzt): FLAT ROOF: 2014 ASCE 7-10 25.00 C II 0.00256 0.18 175 0.85 0.945 1 NA Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 = W= Q (GCP +or- GCPI ) P= 0.6 W ... (ASD) TRUL P= W (LRFD)-' Lk Lc!. 62.97 p.s.f. I I €IIGINEERINC, INC. ertbouat 0[1e v 2100 W. 76th STREET, SUITE 311 ROBERT S. MONSOUR EB 0006024 HIALEAH, FLORIDA 33016 P.E. FL# 11955 CALCULATIONS PROCEDURE EXAMPLE, USING MARK 1 W(+)= 62.97 p.s.f. [ 1.0000000 + 0.18 )= +74.30 p.s.f. P(+)- 0.6 (+74.30 p.s.f. ) = +44.58 p.s.f. W(-)= 62,97 p.s.f. (-1.1000000 - 0.18 )_ -80.60 p.s.f. P(-)= 0.6 1-80,60 p.s.f. ) _ - 48.36 p.s.f. WINDLOAD PRESSURE TABLE FOR SHUTTERS TOTALSq.Ft.a 20.00 MARK DESCRIPTION WIDTH HEIGHT TRIG, AREA POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE N.O.A. Gcp L414) • • Gcp (.,) 1 0.050' ALUMINUM PANELS 36.000 80.000 3.00 44.58 -48.36 INT (4) 13-0621.1S_ iv,. 1.00000088 -1.)(3 •• • •••• • • ••• • • • •• •• • • • - • • • • • • •• • •• • • • • •• • •i.• • •. • • • •• • • • •••• • • - ••• • • • • • COUNTY Ff% DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ("E astern,Metal Sud 1p y, nc. 4268 Westroads Drive West Palm Beach, Florida 33407 ) SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 11-117, titled " 0.050" Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, and IA of 15, prepared by Tilteco, Inc., last revision #1 dated November 15, 2011, signed and sealed by Walter A. Tillit Jr., P.E. on November 23, 2011, bearing Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by Miami -Dade County Product Corttj2�y5ection„ • • • • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miantidade.gov/building MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• • •• • • • • LABELING: Each panel shall bear a permanent label with the manufacturer's name or lbw b!ty, statVthe following statement: "Miami -Dade County Product Control Approved", and NOA number;Qer 'AS-201,'r1AS- 202, and TAS -203, unless otherwise noted herein. •,,,,• ••• •••,• RENEWAL of this NOA shall be considered after a renewal application has been filed a. t4 e:e has begn;o change in the applicable building code negatively affecting the performance of this product. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a Fviaioir or cliangeein the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eridorsgntent or'ahy • • product, for sales, advertising or any other purposes shall automatically terminate this N(7A•Fagure to oemply with any section of this NOA shall be cause for termination and removal of NOA. • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, • This NOA renews NOA # 12-0209.06 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. PF sr MIAM1•DADE COUNTY APPROVED I. It _ NOA No. 13-0521.15 Expiration Date: 08/07/2018 Approval Date: 06/20/2013 —Page-1 • • • •• • • Eastern Metal Supnly, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-1203.08 A. DRAWINGS 1. Drawing Number 96-331, Eastern Metal Supply, Inc., 0.050" Bertha Storm Panel, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.050" aluminum storm panels, prepared by American Test Lab of South Florida, Test Report No. ATL #1022.01-96 dated 11/08/96, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor Analysis, dated 10/21/96, pages 1 through 15, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. 2. Calculations for revised anchor schedule, dated 05/02/97, pages 1 through 33, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 01/23/96, for Ahuninum Alloy 5052-H32 by Barmet Aluminum Corporation with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories Report No. CTL #8468 dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98-0817.16 .'. A. DRAWINGS • •• • • • • 1. Drawing No. 98-172, titled "0.050" Bertha Storm Panel ", prepare lJ Tjlteco' jet.,' dated July 7, 1998, last revision #1 dated July 7, 1998, sheets 1 thromgk.8 of 8, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. . • • • •.•• .. . • • • .. • •••• . .. .. • • . • • • •.• •. . • •. • •. . • • • •• • • • • • . • •• • .••• • • • . • .• • D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/28/98, with chemical composition and mechanical properties of the 3004-H34 Aluminum Alloy panel. E-1 Hejmy'A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 13-0521.15 Expiration Date: 08/07/2018 Approval Date: 06/20/2013 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00-0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0516.06 A. DRAWINGS 1. Drawing No. 01-058, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202-94 2) Large Missile Impact Test per SFBC, PA 201-94 3) Cyclic Wind Pressure Loading per SFBC, PA 203-94 along with marked -up drawings and installation diagram of 0.050"43olid • • • Aluminum Storm Panels Shutter, prepared by ATL of South Fleruta, Fest Repo'! No. 0221.01-01, dated 05/02/01, signed and sealed by Henry Hatfrem P.E. • • • 2. Addendum to ATL ofSouth Florida, Test Report No. 0221.01- PP,•ddfed 10/12701, signed and sealed by Henry Hattem, P.E. • • • 3. Addendum to ATL of South Florida, Test Report No. 0221.01-0/. meted 024124/02, • signed and sealed by Henry Hattem, P.E. •• • • C. CALCULATIONS . . . . • 1. Anchor Analysis, dated 09/10/01, pages 1 through 53, preparedby ?ijteco, 7nc., signed and sealed by Walter A. Tillit Jr., P.E. • • D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04/24/01, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. ICM -384, dated 03/26/01, signed and sealed by frank Grate, P.E. He iiiy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 13-0521.15 Expiration Date: 08/07/2018 Approval Date: 06/20/2013 E-2 Eastern Metal Simply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0707.02 A. DRAWINGS 1. Drawing No. 03-141, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision 111 dated Judy 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr., P.E., stating that the only change from the previous approved drawing # 01-058 are the general notes #1 & #11 to reference the Florida Building Code and the ASCE 7-98 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 05-0926.03 A. DRAWINGS 1. Drawing No. 05-073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel ", sheets 1 through 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, las17•ev7sion #1 dated 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.Z on 09/15/20•1;5 • 13. TESTS • • • 1. Test report on Large Missile Impact Test and Cyclic Wind Pressors 2'4t of Galvanized . • Steel Storm Panels, prepared by American Test Lab of South Floritla,Mport ilo e4DLSF • . 0616.01-05, dated September 15, 2005, signed and sealed by Willia*>;s@'Lleh, . P. Z. .. .. . .. .. • • • • C. CALCULATIONS • .. 1. Storni panel shutter Calculations, sheets 1 through 91 by Tilteco,•Inc., gigned afff; •• • sealed by Walter A. Tillit Jr., P.E. on •09/13/2005. . • • . . .. • • • • • •. • D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M-926, dated September 20, 2005, tested per ASTM E8-93, signed and sealed by Frank Grate, P.E. Hetes ' A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 13-0521.15 Expiration Date: 08/07/2018 Approval Date: 06/20/2013 E-3 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0623.06 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.06 A. DRAWINGS 1, Draining No. 11-117, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 through 15 of 15, and IA of 15, prepared by Tilteco, Inc., last revision #1 dated November 15, 2011, signed and sealed by Walter A. Tillit Jr., P.E. on November 23, 2011. B. TESTS I. None. C. CALCULATIONS 1. None. .... • • • ..•• •• • .. . .. • . . .• . • •• • •. •• . • ▪ . •. •• • •• •. . • D. QUALITY ASSURANCE • 1. By Miami -Dade County Department of Permitting, Environment, rM4Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. • • . •. •. . • ..•• • . . •. • F. OTHERS 1. Letter from Tilteco, Inc., dated January 13, 2012, signed and sealed by Walter A. Tillit Jr., P.E., stating that the drawing number 11-117 is in compliance with the 2010 Edition of the Florida Building Code. E-4 { / Helny A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 13-0521,15 Expiration Date: 0S/07/2018 Approval Date: 06/20/2013 • • • . • • Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. •••• • • • •• •••• • • •• .. . •• • • • ..• • • • • • • • • •••. • • .... •••• •• • • ••• •• • • . 1 • • •• • •• • • . • • • •• .• • • . • • • •• • • • •••• • • • •• • E-5 Heiniy A. Makar, P.E., M.S. Product Control Unit Supervisor NOA No. 13-0521.15 Expiration Date: 08/07/2018 Approval Date: 06/20/2013 • • • •• • • • • GENERAL NOTES; 1, STORM PANEL SHOWN ON THIS PRODUCT APPROVAL 00CUAIE/1T (PAD.) HAS BEEN VERIFIED FOR COMPLIANCE' IN ACCORDANCE MTH THE 2007 & 2010 EDITIONS OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF 1HE ABOVE MENTIONED CODES, USINO ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FIX & ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND &Mt Nor £XCEE0 HE MAXIMUM (AS•O.) 02510/4 PRESSURE' RAADO�/12 IN0ICA120 ON SHEETS THRU 15. FIRST r ORD P ♦ A RMEADOW KAT/NOS GV�°ypKiC til pf� QA( BY°aB AV °TO COMPAN WESETW/ (2) 1N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAD. AS 725/20 WERE NOT OVER STR£SS£D, A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS 1107 USED /N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED 171 ACCORDANCE WITH N.D.S. 2006 STORM PANEL'S ADEQUACY FOR IMPACT AND FA1711/2 RESISTANCE HAS BEEN VERIFI£0 1N ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED -CODE AS PER Ara REPORTS'' 102201-01, / 0221.01- AND / 0618,02-05, AS PROT000LS TAS -201, TAS -202 AND TAS -2Q2. 2, ALL ALUMINUM SHEET METAL PANELS. SHALL HAVE 5052-H32 OR 3004-1134 ALLOY. 3, ALL ALUMINUM EXTRUSIONS SHALL 8£ ALUMINUM ASSOCIATION 6063-16 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4, ALL SCREWS TO BE STAINLESS STEEL 304 0R 216.4161 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 60078 W/ 50 kW YIELD STRENGTH ANO 90 kV TENSILE STRENGTH AND• SHALL COMPLY W/ 'BC SECTION 2411,13,4. 5, BOLTS TO OE ASTM A-307 GALVANIZED STEEL OR Al2/ 304 SERIES STAINLESS STEEL, MTN 35 kal MINIMUM YIELD STRENGTH. 6, ANCHORS 10 WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE N01E0) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPOON ANCHORS AS MANUFACTURED 8Y /.TW, BU/LDEX. (RECTUM OR 410 S3.) - 1/4" 6 CRETE -REX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4" 0 OF TAP -DRIP -ANCHORS (BERTHA.aS2VD-0014), AS MANUFACTURED BY -TRU -FAST CORPORATION: - 1/4" 0 ZAMAC BAILIN ANCHORS AS 11411112.40105(0. BYPOWER FASTENERS, WC - 1/4" 6 x 7/8" CALK -IN ANCHORS OR ECCO mole & female 'PANEEMA7E"AS MANUFACTURED 87 POWER FASTENERS, -INC. AND ELCO CONSTRUCTIO/PPRODUCTS,RESPECTNELY, - 1/4' 0 x 3/4" ALL P011475 SOUR -SET ANCHORS Al DISTRIBUTED IN ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: 4,1) /4/N11/UM EMBEDMENT INTO POURED- CONCRETE OF TAPCON ANCHORS OR -OWE -FLEX S54 IS 1 3/41 FOR ZAA/AC N.429/ ANCHORS IS 1 3/8'; FOR ELCO PANLLALVE ANCHORS IS 1 3/4', AND FOR CF TAP -GRIP ANCHORS IS 1 1/4': 332) 7/9' CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. l/4"0-20 SCREWS USED SHALL BE 1 I/2" !ONO MINIMUM SHOULD STUCCO EXIST, ANO 1" MINIMUM FOR WALLS WITH NO STUCCO. 4.3) MINIMUM EMBEDMENT OF 1/4'0 x 2/4" ALL POINTS SOLID -SET ANCHORS WAIL BE 7/8' W70 THE POURED CONCRETE. NO EM8(OMEN71NT0 STUCCO SHALL BE PERMITTED. 1/4' 0-20 SS. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH 710 STUCCO. 4,4) IN CA5E THAT PRECAST STONE, PRECAST CONCRETE PAMELA OR PAVERS BE FOUND ON THE EXIST1NC WALL 0R P00023 ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICA750. ON NOTES 331)•& .4,2) ABOVE. (B) 70 EXISTING CONCRETE BLOCK WALL: - - 1/4" 0 TOWN ANCHORS AS AL4NUFACRX7£D BY 122.. Bt/ILOEX, (REGULAR OR 410 5S) - 1/4" 0 GR£1£-2397! SS4 A14014085 AS MANUFACTURED BY ELCO CONS7RUCBON PRODUCTS - 7/4" 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION - 1/4" 0 MAC F1AIL/N ANCHORS AS IIANUFACTURED BY POWER FASTENERS, INC 1L111F4,,,,, i, - 1/4" 0 x 7/0" CALK -171 ANCHORS OR ELCO mole & lamola '/ANEL1AT£' AS MANUFACTURED 87 POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECBV£L6 • • • • • • • • • p�.f�(� A:...... T - 1/4" a x 3/4" ALL P05115 SOLID -SET ANCHORS AS DISTRIBUTED BY ALL P • • SCREW *0L,1& o EC: �COtA . `•`1,S-`�<;'GENSF ''"4P• 1 NOTES: 27) MINIMUM £MBED1IENT OF 7APCON, ELCO PANELMATE, CF TAP -GRIP AND CRETE -REX SSA ANCHORS INTO CONCRETE BLOCK UNIT SHN.L BE 1 1/41 1 3/8" FOR ZAMAC NAM ANCHORS 22) 7/9" CALK -IN ANCHORS SWILL DE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT WTO stucco SHALL BE PERMITTED 1/4"0-20 SCREWS USE0 STALL BE 1 7/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO, DS,) MINIMUM EMBEDMENT OF 1/4"0 x 3/4' ALL POINTS SOLID -SET ANCHORS MAUL BE 7/8" INTO THE CONCRETE BLOCK NO £A/0(014(111NT0 STUCCO SHALL or PERMITTED. 1/4" 0-2b S,S, MACHINE SCREW USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS MTH NO 57UCC0. 0.4) -IN CASE TWIT PRECAST STONE -08 PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL 80 LONG ENOUGH TO REACH THE MAlAc STRUCTURE BEHIND SUCII PANELS. ANCHORAGE SHALL 86 AS INTIMATED ON NO7£B IN 21) AND 8.2) ABOVE. - (C) ANCHORS SHALL BE /NS7ALLE0 FOLLOWIND ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, • 7. PANELS MAY ALSO BE INSTAL/£0 HORIZONTALLY FOLLOIVING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16 (SHEET 3 & 7 OF 76) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT 8£ USED, B, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCTURE I/H£RE SHUTTER IS 10 BE - ATTACNED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME DUILOINOS 9, ME' INSTALLATION CONTRACTOR IS 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT 1W771 THE 8/900INO TO PREVENT WINO/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS' ALL AROUND FUt1. LENGTH. 70. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS 1140441E0 IN 7165 DRAIWN0 PLUS ANY 811201140 AND 20NIN0 R£QULA7/ONS P5074�0ED BY 171E JURISDICTION WHERE PERMIT IS MADAPPLIED TO. 11. A S1TE S) PECIIS P7RC°PROJECT7P0.. APPROVAL EUTHE DOCUMENT CONDITIONSRED BY INS DEYM7E'"FROMNTHE-P.A.O. GENERIC AND DOES NOT PROVIDE -INFORMATION -EOR (b) CONTRACTOR TO 8E RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.AO. PROVIDED HE/SHE DOES NOT DEVIATE- FROM THE C0N0/MONS DETAILED' ON 11113 "DOCUMENT..CONSTRUCRON SAFEIY_AT SITE IS 711E CONTRACTOR'S' RESPONSIBILITY (a) THIS -PRODUCT APPROVAL 000u1EM-WILL BE CONSIDERED INVALID IF,i/O°IFIEO, (d) SITE SPECIFIC PROJECTS SHALL OE PREPARED 87 A FLORIDA 6(0191EREO ENO/NEER OR ARCHITECT 217//CH WILL BECOME INE ENGINEER OF RECORD (60.5.) FOR TN£ PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.AD. ENGINEER OF RECORD; ACTING ASA O£L£CA7E0 ENGINEER TO 771£ P,AD, ENGINEER, SHALL SUBMIT TO IRIS LATTER THE SITE SPECIFIC (SANINOS FOR RENEW, a) THIS P.A.D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE' OF 771E PROFESSIONAL ENGINEER OF RECORD THAT PREPARED lT 12. worth MANUFACTURER'S LABEL SHALL BE PLACED ON A READILY AND VISIBLE LOCATION AT PANEL, ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. 1E5T RATA BEACH, 23, 411418-0.402 COUNTY PRODUCT CONTROL APPROVED. • ••• •• • • w • t No. 44167 • ••• • • • • • • •• • • • •• ••• ••• • • • • ▪ • • • • • • • PRODUCT RGNI)\VT.D 2c corn/001g erith the. Florida Budding. Cod" )3 � Acrr promx hn 13sp!r}lion 1Jnto09'7 3/2. 1p fjy uui D 7 .eauct Cont.°af PRODUCT MIMED as complying wlili 1710 Florida Building Coda Acceptance leo 2- . 20 ' Bap',. don Dale 0. C I i yy / Mlual Da,' educt onimr .06 013 FLORIDA BUILDING 9140£ (High Velocity Hurncone Zone) /TIL EC0INC.\ T1LL/T 760117/0 6 ENOINEERINO COMPANY 033300.311 114 ,,��yy{{Irr44VVplpt!;lbHI OMt, t (.10.5,V ED-ODDIVID TN , (JafJI71�IN1 WAL745 A mur Jr.P. E. 1107004 11.1' 44707 0.020" BER771A ALUMINUM STORM PANEL 0.0./AO DRAWN 07, EASTERN METAL SUPPLY, INC. {006 WE9TRO401 0R, WEST PAW BTA1II, /2 33407 17/15/11 OA7L' M:713 a 4277 MIT 1,wx1<" Mir 11-117 DRAWN° Na 400 40-011 17/70/7 _ 211757 7 OF 71 •• ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • —1:500• 55.119' (TOTAL MIND ,2000' (EFFECIM 541010) .IIS NMI/COKE (Op.) 4.473' f.500,4.473' b00• 9119' (TOTAL 000755) 6000' (EFFECTIVE IWOTH)-1 1.473• 1.500' 2470• 6' -a.lsa^-�-----3.e7s •---�--a. tss•-•� 0 -ALUMINUM -PANEL, As,..0 ALUMINUM HALF PANEL 304r 1 1/x' . I' 1-2.125"—I 3000: 7/I'- t• ® 3" ANGLE BUILD OUT BRACKET sate GI MINI WALL 1..75"x0.632" ANGLE WITH STUQ 304[1,/0'- 1• OPTION j ® "F" TRACT( 30X0.5/6•- 5' r. rocs 07) ISS 177400 3* • • • • • J,61-NI6x AWL.1ugr �,\C E NSF v� -�. star 15/6• - �'.t•, * : No. 441 B7 r. • ® 1 1/4" MAX. B. 0, "F" TRACK 301101 5/6•-- 10 2"x5"(MAXJx1/8" ANGLE WITH STUD MVO Vs" -r 4317• t •kd. • E6GE. D. • • • RAiMD MOLT AE A4NEL • "(OPTION VO ell) • • •• • • • •• 554• 2410' 055!' © "h"... HEADER 00401.V4•- 5• ® REVERSED "F" ANGLE TRACK SCAM • J/6• - I' 70640• mai WO • • •• ••• OPTION Z 1® KEY HOLE AT PANEL • ••• ••• ••• •' • • • • • • • • • • • • • • • • • • NArc (3) 6/1.0 HOLES AT TOP'UNE1 (2) 5/1e• HOLES AT 007000 LONE FOR 1/4'0-20x1' SS. WORM' SCREW TOWNS ® 3" Max. "U" BUILD OUr 10401 4/e•.. 5• .J74' ALTMAT[ 0(40 LOC M7\_ .569. Q*' ® "F" TRACK ANLL$ SCALE 1Le•-I' 12' 14" I 1 1^ j- 3/16"x7"X14" LONG WALL PLATe SC/LO J/"' - 1' T— .083' .063= •875' 050' OR .060• .093 DETAIL 1' snip W/ 05E cAsr ZINC NICKEL PLATED .1W0 Nur ® "U" HEADER sour : J/6' . 1 • m.1) 70 ANGLE 0 W Q SN011N 09 STUDDED ANOLE 0561-I5 Axel. ALLOY Seer I l/6-- 5' PRODUCT IT1NEW111) :Iy 700 with the P1011)3 530,55017'. (.0)3 pcce11m11c0 NLJ 3 .. v 5:2.1..15 Expinition U•aooPL.J oI8, Mlallsi Dude 005 Cout'fol' PRODUCTRDVISBD as complying with Me Florida DuildITI8 Chris Accopte11oo 1No) —A 0".06 BKpi : ton Deme 0;PAW "13 /F./u(� MemID nduet Control FLORIDA BUILDING CODE' (High Velocity Hurricane Zone) 0.05011 BERTHA ALUMINUM STORM PANEL IL EC 0 inc. \ EASTERN METAL SUPPLY, INC. TIM( TESTINO & ENOMWER1N0 COMPANY 4288� 06' 6319 NW 3915 6}., S". 301. WAS WPM 14 33153 WEST PALM BUCN, ft 33407 Mom • (903)671-16". r.. (305)010-1651 D3-0006719 1111.w ,awNq as,. An, 6. "100.10,1 61" WALTER A MUT J4 P. E. • OW 05_075 "/16/11 6 1.017104 L50. 1 44567- _ . _ _ 0.0/AA. DRAWN 905 55/55/55 DATE 11-117 DRAWING No SHEET 54 OF 15 / ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• TOP TRACK (SEE -COMPONENTS, 'SHEET to OF 15) 1 CONCRETE ANCHORS (SEE SCHEDULE) do:. 1 n. IP" I h. 0 0 0 0 0 0 1 I 1 1 1 1 I 1 I I I 1 1 ,4-----.. 1,.._..........,______4 ii i, ti v b 4 TPP. ti ti 1 ti I -7 71-N ' 1-N CONCRETE ANCHORS 11 771 (SEE SCHEDULE) 1MMi1. / 114°A. 4=1/4" Max. GAP STORM PANEL TYPICAL ELEVATION SCALE: 1/6" = 1" •• ••• • • • • •• • • • • BOTTOM TRACK (SEE COMPONENTS, SHEET IA- OF 15) • •• • • !• • •• • • •• • • • • • . •. •:SECTItxN• X: A . • . . •. • • •. • • • • • • •• • • •• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,Q\ _dr EA0T��; .� PRODUCT RDNEWFD , complying with Ilw Florida Building Code Acccptancc No3-,952 I.5 Fxpinaion Delo 1[ 01 I3:ojR Miami Uad•rt/a4 uet Convol PRODUCT' RRVISIID as complying with the Florida nuIlding Coda Acceptance No nxpIt tionDato ny MIi - 02.o I L� Dat Control' 06 /; FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL EC0IRK. \ MUT TESTING d• ENGINEERING COMPANY AMS HM: 361 St SIA e .HK MONO CA30I' Galea Nato r(aoalen-isle • (.1alvr-16)r ED -000671H W FLORIRDA U0.. 1 44 P. E 0.050" BERTHA ALUMINUM STORM PANEL LG./A.G.. DRAITII 971 EASTERN METAL SUPPLY, INC. 4268 WE5/ROADS DR. WEST PALM REACH, FL 38407 11/15/11 DATE I. as elteSllaW MR 1 M44 1 00W143 art 11-117 DIMWIT& No OLD 03-078 n/ra/rll e SWEET 2 OE 18 CONCRETE ANCHORS (SEE SCHEDULE) Li POURED W CONCRETE REQUIRED z\ \\\\\ 1 SEE SCHEDULE FOR 1.11n. SEPARARON 70 CLASS POU CONCRETE o R CONCRETE zBLOCK WALL. REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SECIION 6D ANCHOR POUR p CONCRETE OR CONCRL7 W -BLOCK-WALL,. REQUIRED 1 ConL WALL MOUNTING INSTALLATION • • • • SECTION 1 SCALE : 3/8' - 7'. •• • • NQ$ ' WALLRMOUNONOF 6 NSTALLATION 0 STUD ALI D ALSO FOR • SECTION2 T0P)• • • • 7/g' x- 3/32" W/NC NUt a CONCRETE ANCHORS (SEE SCHEOULE) POURED O C07708(E W \ REQUIRED-\ \\ \\\\\\\\\ /n.�cont. 1.000" 1 SEE SCHEDULE FOR Adn. SEPARARON 70 CLASS DOLTSO0 7/8/x• 3/�32'0. WINO NUT A -L2' 0. ///)j/////� POURED-/ CONCRETE O OR -CONCRETE` BLOCK WALL 34- iREQUIRED CONCRETE ANCHOR (SEE SCHEDULE) c WALL MOUNTING SECTION z EVERY -STUD 012'0 \1 L. ••• 0 Conf. SECTION ® STUD • •• • • •• ••• .5025' • Font. a INSTALLATION SCALE : 3/B' - 1' E. D. - EOCE DISTANCE SEE SCHEDULE R SETS 10 dr 11 OF 15) • • • • • •• • • •- • f •1• CONCRETE ANCHORS \ (SEE SCHEDULE) P00 0 0UR8 ETE8D W \\ REOWRED \\\\\1\\\\ ////J f(DCont. l_SEESCHEDULE FOR l_ MLn. SEPARATION TO CLASS L CONCRETE ANCHORS (SEE SCHEDULE) POURED-' CONCRETE OR MNRL7E BLOCK WALL i REQUIRED - CONCRETE ANCHORS (SEC SCHEDULE) BOLTS W 0-207/8/x+ Vhfc NUT 0 Cont BUILD OUT INSTALLATION SECTION 3 SCALE : 3/8' - I" • • ••• • iv 4 CQMBITY'11j0A OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY 70 SUIT ANY INSTALLATION. 0‘00011111111114% , p.."°°��\''�,CENSE . 19', No•44107 °°°°i p' ' ONA11� °°1°a •••••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • C �_ POURED W REQUIRED \\\--\1\\\\ • 1 SEE SCHEDULE FOR A6n. SEPARATION TO CLASS /// / POUR£ / OR, RCRETE CONCRETE d /F .V 36 REQUIRED BLOCK 1YALL I- 1 1 (SEE SCHEDULE - // CONCRETE ANC BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8' >e l' 7/8' x 3/32' INC NUr 0_ EVERY STUD • 12' 0. C. Cont. 1.728' I Cont. (/4'NUT O 0-20 F� con, W/ PRODUCT RENEW " ns complying win, the i lotida Building Coda Acceptance Exp{miion Unlc,." A diCo _.. Ma4Lim U ytafuacontrol PRODUCT REVISED os comply(ngwith Uw Florida Building Codo Acceptance No •- o201'o6 Bxpir ilonData,b 417 Zo13 l�NI�� duc Conaol FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ILECO INC. 0.050" BERTHA ALUMINUM STORM PANEL LQ/A0. DRAM R B. TILLK TESTING & ENo1NEERINO COMPANY 6364 R.W. 4a £t 30J. 000701 pnww t (.f0.f,�1lr-1.130, /at t (=r,—,1317:33". EB -0006719 WAP. LT A lice / 141 7E O EASTERN METAL SUPPLY, INC. 4268 WE7(00085 OR. WEST PALM 0E4CH, £L 33407 u/13/r 1 DATE MK 00 N1t.WL0rl a41a 0410 11-117 DRAW No OLD 03-076 Ir/16/11 4 SHEET 3 0r 16 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • Cont. CONCRETE ANCHORS (SEE SCHEDU11LE) E — I POURED CONCRETE 5E010E0 11(4' 0-20 S. S. MACHINE LT W/ Nur & WASHER A 12' 0. 0, 1" Allo, Cont. 110110 07/8/x 3/3212" 0 0.' W/Af0 NUT ® ALTERNATE LEO LOCATION ONCREIE OR CONCRETE C - CLOCK WALL 'W REQUIRED CONCRETE -ANCHOR. (SEE SCHEDULE) C=� 1Mln. 4 0-20 S S MACHINE Cont BOLT IY/our & WASHER • 12• D. a .BUILD OUT INSTALLATION — SECTION 5 SCALE : 3/e• E D. •• EWE DISTANCE (SEE SCHEDULE" ON SHEETS 10 & I'1 OF 15) NOTE FOR COMBINATION OF SECTIONS Y/ALVFLLOOR/CERINO 51OUNTINO SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. • • CONCRETE ANCHORS- .•--E, 0, (SEE SCHEDULE) `\. POURED CONCRETE 1 I REQUIRED \ 1SEE SCHEDULE FOR — MM. SEPARATION TO CUSS ////////) POURER CONCRETE REQUIRED CONCRETE ANCHORS �1 E. 0. (SEE SCHEDULE) /,/ 7t ii / .. CEILING & PLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8' •• 1' •• ••• • • • • •_ •• •• • • • • • •• ••• •• • • • •• • ••• ••• •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• • •• • •• • • • • • CONCRETE ANCHORS 000RE0 CONCRETE "11 REQUIRED 1•411 ALTERNATE LEC LOCATION— Cont. 3/4"7/B" x.7 33 WING NU • 12.0. a _13E0 SCHEDULE FOR M. SEPARATION TO CLASS 1/4• a-20 x J7/g4• T 1y WIN; 7,u342 112'0.0 f°Cont. //////i////2 7/////// -POURED CONCRETE REQUIRED / --E CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8" A 1" r CONCRETE ANCHORS (SEE SCHEDULE) CALK-IN OR AL( POINT' SOLID -SET OR £CLO mole//*male PANELAWTE 0 CF TAP -GRIP (SEE SCHEDULE) PO0(RED CONCRETE OR CONCRETE BLOCK WAIL REQUIRED JISEE SCHEDULE FOR — M. SEPARATION I TO CLASS /// // X//// POURED CONC-0R CONCRETE' O BLOCK WALL W REQUIRED r CALK -IN OR ALL -POINT SOLID=SET OR 0200 moh (*male PAIELAATE OR Cr TAP-0RIP (SEE SCHEDULE) WALL MOUNTING INSTALLATION (D. M.) — SECTION 8 PRCIDUCT 11E:111.\VET) at complying, with dw Ploridu EuilJioLt Codo � , 7 c Aa<plenco Na ! Expiration Ode_ t li l Emilia 1 �t-C�otaro SCALE : 3/8" •• 1" PRODUCE REVISED as complying with Ills Florida Building Code Accepter Bxpl Eo M.�*il Da T �0 Acceptance No Q0 n baro o :)LSI` • / Ct Control •06 d/3 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECOiNc.\ (HUT TESTING & ENOINEERINO COMPANY "S' NMMIJaV.1§110NR(X7A(SstJ le LC0-0008779 WFIEOMI 110. II 44187E 0.050" BERTHA ALUMINUM STORM PANEL L0./AQ DRAWN 0(1 EASTERN METAL SUPPLY, INC. 4258 WESIROA00 OR. WEST PALM BEACH FL 33407 11/15/11 DATE ow..M unroof ADI tin x. Mrt 11-117 ORAWINO No 010 07-074 Ii/IS/u SHEET 4 OF 15 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • /7////// c Jc (6 133iS 37t 1 S _vs) NMKi7 31Nd mR 8 86 0 •i (6 133MS 37n43K7S 33s) itION37 13AYd mR �ooc{ I I / G�S�O kyO \ IJ yVb Q 3 / N; 'Zig <0q \\ oz uW, n 9 3 cy' Z6 \ WCO.y1R U h RZW (6 .1.274S 34M3KJS 3iS) MW.G7 73M/d ''(! a2U$p�iVy �VO@C@C G '03 is .133HS HLON37 rjWd =R w WQ U gl yo O 3 ami x W�~ h@k®ti 0.050" BERTHA ALUMINUM STORM PANEL O a :a CS is 3 l �d Cr)41 S 1 6 t a 6 6 • • • • 1 •• • • • • • • •••• • 1 •• •• • • 1 • 1 • • • • 1 • • 1 •••• • • N • • •• ••• V ti14-4 h m 3‘; Ne Loa 44, ••• • • • • •• • .••• • • ••• •• • • • •• • • •• • • • • • •• I 1/4" M77T. PENETRATION 70 CONCRETE BLOCK & 2' TO CONCRETE a ` a POURED CONCRETE 01? CONCRETE BLOCK WALL REQUIRED 7/5/05NO BRICK yam PANEL1/4%x8" E CO Hole �gy/STING MATE NAS ANCHORS STEEL ANGLE LLMEL (SEE SCNEOULE MR SPACING). AS APPLICABLE 7--0Cont. SEE SCHEDULE FOR MM. SEPARATION TO CLASS • 8R101/'SILL CMSTINO BOLTS W/ 7/8.0x j#, 3/J2` Imo MITO. O 1x b C. • 1 '1/4' MIN., PENE7RAT70N 10 ,,. CONCRETE BLOCK & 2' TO CONCRETE • POURED CONCRETE 01? CONCRETE BLOCK WALL REOURED EXISTINOSITING AS APPU0184£ mgr. J I/2'-•.. I Coot. Max. EXISTING BRICK •VEENER 1/40x8" 0/00 mole ATIELMSIE NAS ANCHORS (SEE SCHEDULE FOR SPACWG): • • • • • • •• BUILD OUT INSTALLATION SECTION 1.1 same : J/8" - 1' ••• • • 1 • • • •• • •• • •C.• • ••• • • • • • • •• • • • •• •• • • 41- (S!C SGWIDULeOH• • • HEE/S 00 & 71 OF 70 NOTE FOR COMBINATION OF SECTIONS : •.. • • • WALBOMOUN11T0 SECTIONS R4N 6E • CLRAL1INED M ANY WAHTO RUITAN1•TNSTALLA710N. • . • . • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • 0 • • ••• • • • • • • • • • • • • •• •• • ••• • • CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED Conf. SEE SCHEDULE FOR MM. SEPARATION TO CLASS 11407118;000 1/4' 10-20 x ,L��,tss.LLs 7080 H18;000 L2' o" C. 11 POURED CONCRETE 1JR'CONCRETE BLOCK WALL of REQUITED W CONCRETE ANCHORS - (SLE SCHEDULE) -375" -r Cont, CONCRETE ANCHORS PEE SCHEDULE) POURED CONCRETE REQUIRED Cont. EXISTING J' GLASS I SEE SCHEDULE FOR ---111 Ma. SEPARATION 70 -CLASS DETAIL 2/7 T/4" 0-20 It 1' SSLT.S. W/ 7/8' 0 x 3/32' 01/00 N� 0 12.0. C. POURED CONCRETE 01? CONCRETE -BLOCK WALL REQUIRED CONCRETE ANCHORS. (SEE SCHEDULE) 0 W SECTION 14A WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 5/e• ,. 1" INSTALLATIONS VALID FOR PANELSO USED J .375' Cont, SECTION 14B INTERIORLY REMOVABLE PANEL IQW/f SIDEWALKDOLIS E£ DETAIL J TED TO THRU 5/B 0 ' O6"O.0&FASTENED 7/8"0x3/32" WING Nur O EVERY SIDEWALK BOLT. CONN HOLES AT AT REM W, Pt7OD?JC'F RGNL7V/1?D In wmylying with 1h0 ploridn PRODUCTRDVISBD Nuildint3 Code •tonin i Acccptwreeh'n!3-U'>Z_15 Building t��vPloddB Lixpirefion Date 35/57.^ O o lay I t r AceeptencD No 2- P 2 a rf„ ,y _•( _ DxpirtionDetB+.�LSSy,. Q/Nu i uad oonct (bmnAi D yy �elL/. MI ad WITH WITH INTERIORLY REMOVABLE PANELS i1 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECO INC. reur TESTING & ENGINEERING COMPANY 0.555 BAWL AMS, slw J5; ".ltr m; 6..3!15 PAw I (Ja5�7/-1500. 004, 470- 7/-10.11 EB -00007!9 WALTER A 54631 J4 P. E. 5703/04 L/O. / 44/67 0.050" BERTHA ALUMINUM STORM PANEL L.O./A0. DRAWN BY EASTERN METAL SUPPLY, INC. 4288 WES7ROADS OR. WEST PALM 80471/ TL 33407 11/15/11 DATE uv. x5 Ole -tamer OAR Aft N. 012316,1105 art 11-117 ORAWINO N5 0(0 05-076 11/15/11 3 sear 6 OF 15 CONCRETE ANCHORS ---E. O.—` (SEE SCHEDULE )\ CONCRETEPOURED EERf4ED Q-(ir O » \\)\\\�\' \\ \ \\\k\\\\\ SEE_SCHEOULE FOR "II Mk. SEPARATION TO GLASS V 4 7/8' 0 x 3/32' L7 WING 'Nur O 9 EVERY STUD 0 12' O. C. /////////Y/// N// ///�//'/ EDGE OF • POURED CONCRETI..L1-_ /UB IF REWIRED I 1 / APPLICABLE CONCRETE ANCHORSE. D.x (SEE SCHEDULE) A 3/32• INN" Nut 0 0 6' 6{ C. CONCRETE ANCHORS "—E. 0.— Nx (SEE SCHEDULE )\ POURED CONCRETE I I REQUIRED E0.4•T• EQ. -- \\r\\\� \\\\\\\\\ JSEE SCHEDULE FOR MM. SEPARATION I --TO GLASS DETAIL 7/8" 0 x 3/32' WINO NUT 0 EVERY SND O 12" 0. C. 3 i///i2// //7 POURED CONCRETE-+ I - REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ) SECTION 15A SECTION 158 CEILING & FLOOR MOUNTING INSTALLAT/ONS SECTIONS 15 SCALE : J/8• a 1' .1875" 1/4 -20xt' 5..5 5/00111/1 801.15 4 SL57710 HEAD, IWO _IV WIERIORLY READYg8IE PANEL (IJ 0 0 HEY HOLE 0.1/0 8' O.C. W/ I/4"-20 N AT REAR, .1875" 0$D I/4' HOLE O 6' •C. • • DETAIL 2 - INSTALLATION OF l/4 j1" • • • • SIDEWALK BOLTS 0 REMOVABLE PANEL • • • ////// . EDGE OF /�••�SUB IF j APPLICABLE E. D. 4 INTERIORLY REMOVABLE PANEL L W/- SIDEWALK B013SEE 0E7 2) CONN 150 10 I mu 8/8'0 HOLES AT •1 • 8' 0.0 & FASTENED Al REAR W 7/1/ AoJ/32' IANC NUT 0 EVERY SIDEWAUR BOLT. CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED \\\\\\\\\\\ LSEE SCHEDULE FOR Wn. SEPARATION I TO GLASS 7/8' 0 x 3/32' WINO NUT 0 EVERY SND 0 12" 0. C. 0 Loaf, ALTERNATE LEO / LOCATION 13 //-// ////////////•I ! II POURED CONCRETE ANCHORS jt_ REQUIRED (SEE SCHEDULE) I uI CONCRETE ANCHORS (SEE SCHEDULE )\ CO8(0NCU/RERETOE E0. ---EO.- ks- ��-\\\\\\ .\\\\s\\\\ All -•--Q4 Conf. 1— SEE SCHEDULE FOR MIS SEPARATION TO CUSS DETAIL 2 7/8'11 x 3/32 WINO NUT O "EVERY STUD - 12' 0. G Cont. L 'ECCE OFALTERNATE'LEO S.. SLAB IF ,—LOCATION APPLICATA L_, 11 I I POURED �-' CONCRETE REQUIRED SECTION 16A SECTION 16$ i /ii?/iii//I yip/ CONCRETE ANCHORS )t1 1"-/ " / (SEE SCHEDULE) / INTERIORLY REMOVABLE PANEL1W/ SIDEWALK DOLTS DET 2) CON TED TO IHRU 8/8'5 HOLES AT 1 0 6" O.0 & FASTENED AT REAR W 7/8%x3%32" If0N10 NUT 0 EVERY 5100/1AUC BOLT. CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 16 SCALE : 3/8' a 1' REMOVABLE VABLE INSTALLATIONS VALID"FOR PANELS ®USED JQINTLY PAMQTH.I111TERlDRLY -REMOVABLE PANS 1 • • • • • • • • •‘%,(k A. O N!/T'% ••• •• • • • E. D. - EDGE DISTANCE (__SEE SCHEDULE ON WET 10 & II OF 15) ••• • • •• • moo ann •• • NOTFyt , E •y•''lll�.0MSI11'' }ON OF D�IJJF�EC7N r • iftly COMHTINg7NCAPY RAY SUINT• TALON. ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • PRODUCT RGPIHW/1l) at complying with the Florida PE3 ding Cod° 13 N 11/1615 /0 NO1 EEL .18 0opi{stimt Dat¢ gu/ ^FF sy M1oan1l)ed$t0.40Ct Control PRODUCTRBVLSBD &I complying with Aha Florida 'Building Coda Acoeplmta6No OW lion Data I. 'et /�I mint' DI •o6 "/d FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL EGGING\ TICCIT TESTING & ENOINEERINO COMPANY 61" /51 .46N, 01. 0lw 1.l 160 a 1�tp[NA Ii .I.HN Nm. t (JOS)071-1010 , fv 1 (JWJe71-IIJf £B-0001/712 WALTER A 111.01.1r. P. E FLORIDA U05 at 44/67 0.050" BERTHA ALUMINUM STORM PANEL L.O./A.D. DRAWN BYt EASTERN METAL SUPPLY, INC. 4268 WES0R0AD5 OR WEST PAW SEAM ft 33407 11/15/11 DATE 813 00 01=00100 as R11: 0. ollamn06 0110 11-117 DRAIWND No 000 001-073 11/16/11 1 SHUT 7 OF 15 1/4" Max. CAP 1121 A 0 O (WHOLE) SECTION B -B 'SCALE : 1/8" a 1" O (WHOLES) BUT NOTCHED EA CORNER BOTTOM AS SHOWN. 1413/6, 15,1613/7 1 4"-20x1" S.S. SIDEWALK 80L7S. SEE DETAILS 2/7, 2/15. 1/4" Max. GAP \ 14A/6, 15,16A/7 inumminfillmommunimmam OROS OR CO 14B/6, 15,1613/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,16A/7 O (WHOLE) 3" 1MMin. INTERIORLY .REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCBE It I/B.% 1' •• • • •• • •• ••• ••• • • • • • • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • •• • • • • • • • • • • • • • • INTERIORLYREMOVABLE-PANEL f®W/ SIDEWALK 80LTS (SEE DETAI -2/7, 2/14) CONNECTED TO THRU 5/811 HOLES AT 00 8" O.0 & FASTENED AT REAR W/7/8"04/32" WINO NUT 0 EVERY SIDEWALK BOLT. \111111111W111{ITG/!!/T! o •v1C FNS, k No. 44167 PRODUCT RB('5 WE'D u5 complying with the FIo,ida Building Codo Acceptencc NoL3 - 117 2 I • )5 Expir0ion Uamc ;fir �I2c;� MWol adeetoduct Control PRODUCTREVISFD W comPlying with tho Florida Building Codo Acccplarce No Bxpi tion Date FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / 11r7-6Ec0INC.\ TILLIT 7ESONO & ENOINEERINO COMPANY 6666 R.W. MA S 61.. 0550A1 O'0605fi B. 6.1146 None t !067611-I6 Pot, (606)6T1-1131 £0-0008719 WALTER A IILUT Jr. P. E flORIDA Lk. / 44167 0.050" BERTHA ALUMINUM STORM PANEL ODRAWNAW7! OD EASTERN METAL SUPPLY, INC. 4266 WESTROA0S 0R. WEST PAW BEACH, ft 23407 11/15/11 GATE M11 IN 000011.1 outenn01 OAR 11-117 Damen° No OLD 0S-078 (1/15/11 SHEET a Or 15 • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •• • • • • • ••• • CUT PANEL -POURED CONCRETE 01? CONCRETE BLOCK WAIL REQUIRED 2"x 4'x .125' J105-1114 OR 606J -T6 ALLOY Cont Alum. ANGLE CASE A (Plan) SCALE: 1/4" = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12' 0. C. OR 2' x 3` x .093" 310.5 11-14 OR 8083-T8 ALLOY Cont. Alum. ANOLE WITH ANCHORS 0 12' 0 -0. ROORO OR 0012 O ORO MOOR@ 7/4' 0 SOLT 4' x 4" x .072' 0 24" 0. C 3105-1414 OR 8003-T8 ALLOY W/,L4CHNUT Cont Alum. ANGLE CASE 8 .(Plan) SCALE': 1/4" = 1" 1011.5 PANEL L000• 1.000' CASE D (Plan) SCALE: 1/4" = 1" POURED CONCRETE. OR CONCRETE BLOCK WALL -REQUIRED CONCRETE ANCHORS. O'13'`8 C. =2900' Mtn. 2' x 2' x .055' TO 2' x 5' x .055' Cont. Alum. ANGLE OR .080' J105-11154 SHEET METAL Alum. BENT PLATE MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH PPL" SCHEDULE POURED CONCRETE 01? CONCRETE BLOCK WALL REQUIRED ALTERNATE LEC LOCAn0N MAXIMUM A.S.D. OfS1CN PRESSURE RATING W (p.a.) Mox. PANEL LENGTH L (R.)10 (862 SECTIONS) MWBNLA SEPARATION TOMUSS APPLICABLE TO SECTIONS / k - - ANY COMBINATION THEM +65.0, -77.0 8'-0" OR LESS 2 1/4" 1 THRU 8 +65.0, -77.0 .9'-0" 01? LESS 3 11/16" 1 THRU 8 +65.0, -72.0 9'-0" 01? LESS 3 1/2" 11 +62.0, -73.3 l0'-0" OR LESS 3 7/8" 2, 6, 7 & 8 +63.5, -63.5 9'-0" OR LESS 3 1/2" 9, 14, 10 +65.0, -65.0 9'-0" 01? LESS .3 1/2" 12, 15, 16 +63.5, -63.5 9'-0" OR LESS 3 3/4" 13 rJ. NA GLQSURES .DETAILS • • • \- <4, . � • •• ••• •• • • • •• CASE C (Plan) SCALE• 1/4" • • • • ,`"p1C RIA T p111PtP' • • • • • • • • • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 3 "III .,s/ONAL moo. (Till//l 1 1 1 1 1 alllll` ND. 44967 PROM 1C•T R{1Nti4J6D as Cmnplying wiIL di¢ Plmidtt Uvil/ing Code ACaCplo, NoL3 %QC: i.,:t. I5' Expir}lion Unto Mi o; A6dC,j'4oihict Cnnuoly PRODUCT REVISED an complying wilhlho Florida Building Code Acccptanco No L2- 020 Bxpl tloa Oslo o By I Dada 06 :rcCAV • 1 •fir. Int Control FLORIDA BUILDING CODE (High Velocity Hurricone Zone) IL ECOINC. TlLLIT TE.STINO 8 ENO/N6ERIN0 COMPANY 6Ul MW. 11( sf Ma lnx fJ80Fxl. n .ui" PMv , (J0.S%B ED -00 'MT 7(.fAS)afl-fall EA IILIJ718 WALTER FLORIDA uM0. / 44167E 0.050" BERTHA ALUMINUM STORM PANEL DRAWL! art EASTERN METAL SUPPLY, INC. 4268 WESTROIOS OR. WEST 15BA1 BEACH f1 33407 11/19/11 DATE OM 40 Mo.., PM 85 0. 010 05-078 If/16/11 MlMext 11-117 ORAWTNO Ne SHEET 0 Or 11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 40 • • • •• 40 4000 • • • 4000 • • SP VING SCIIEDULi' FOR INSTALLATMIS IN CONCRETE AND CONCRETE BLOCK STRUCTURES ASA asrll MEOW -84r4,O.WMJ_ 1 t 4aWu8 AROMAS 521410 Tae E 5 . J 7/2' ♦ 4 [ APPIICA•E ro 4.101101 4nNM t• 613 •A10LIA4-A7NAS / 011184142 554 217001µ1A/ GIK-�.----_ _...._._.. N_� _... 7404-040 PA18YSN9 - PMYVµ71 MS Oro SS 744WN { yt. aye 411 AW 101 7107.7 Y 1 or 1NEY ro-carmle 10-1Eu9AAr ro �corNAn1 747 7NSONIP! -ro axr.>QaE TO enswvAT TO Ca�kAn1 ro i050ARY TO 1owAn1 ro ussww ro cata71r1 ro uAsavvT TO mR,urE TO lasawY 70 eaxxllT TO 01450447 ro MAW? ro 4715YN79Y • 8' V WA WA N/A 4' NIA 8' N/A 01/A N/A 8' N/A 3 1/2' . WA WA WA WA WA I (TOP) 72' I 8' WA WA 10' 7 1/2' I2• 9' N/A N/A 12' 7' l0' ll' 12' 7 1/2' WA WA 1 (907r0,,) 12* WA WA WA 10* WA 12' !1/A N/A WA 12' N/A 11' N/A WA WA WA WA �21TOP)'". 12' 8' N/A WA 70' 7 f/2' 12" r WA WA 12' 6' 7!' 11" 12' 7 1/2 WA WA 2 (8001001) 72' WA WA WA 10' 11/A I2' WA 7444 WA 12' N/A 17' N/A N/A WA WA N/A 3 (T0P) 12' 6' WA N/A 10' 7 1/2' 12' 9' N/A N/A 12' 5' II' ll' 12' 7 1/2 N/A WA 3 (8017011) 12' WA 1//A WA 10' N/A 12' N/A N/A N/A 12' N/A ii' N/A WA N/A N/A 11/A 4 (TOP) 72' 6' - N/A WA 10' 7 1/2' 12' 8' WA N/A • 12' 8' 11' 11' 12' 7 7/2' WA N/A 4 (307704,) 72' WA N/A WA 10' WA 72' WA WA =WA - • 12' WA 71' IIIA N/A N/A WA WA 5 (roe) 72' 6' WA N/A 70' 7 7/2' 12' 9' 04/A N/A 72' 8' ll' ' 7l' 72' 7 I/2' WA WA 6 18071010 6 1/2' i NIA 12" WA 5 1/Y WA 7 I/2'— WA WA WA 8 I/2' - WA e t i/2' WA ll' N/A 0 !/2' WA j 6 (lOP) H0010 8 1/2' ' WA I2' WA 5 //2' 44/4 7 1/2' WA :0 I/2' WA 8 1 /2' WA 11 1/2' N/A 77' N/A 9 1/2" WA \ 6 ABA -63.5 1 7 7/2' WA 11 1/2' WA 5' WA 7' WA 10 7/2' N/A 7' N/A 10 //2' 71/A 10' N/A 8 7/2' WA 7 (ice/8071001) 9' - . , WA WA WA N/A WA WA 12' 6' 12' 12' 12' 4' 6' 6' 12' 12' N/A N/A 8 (702/8017014) • • . 12' WA 12' WA !1/A 07/4 !2' WA WA N/A WA WA 12' N/A 12' WA 12' N/A 9 (TOP) 12' 6' 12' 12' WA We 12' 9' WA N/A N/A N/A 12' fl" 12' 7 4/2' 12' 7 1/2' 8 (80n041) N/A WA WA WA WA N/A 12' 8" 72' 12' N/A N/A 12' 8' /2' 8' WA WA 11 (1OP%800101,0 72' 6' 72' 12• WA WA 12' 9' WA- N/A WA WA 12' 10' 12' 7 7/2' 12' 7 1/2' 10 (801/001) WA WA N/A ''NA WA WA WA- N/A N/A N/A - - -N/A- WA 12' 71' WA WA- WA WA '13 (7750) - WA IVA- WA 'WA WA WA WA- WA- WA 14/A - N/A - 11/A 12' 6' - WA WA WA . . WA 73-(80470u) .. 72' WA- 72' ' WA WA' WA .. 72.' - _ 7744 , WA - -WA 71/A N/A • 12' N/A 72' WA - 12' WA /4 (TOP) /2' 6' 12" 12' WA- WA- ' 72' 2' WA WA 711/A N/A -12' II' 12' 7 1/2' 12' 7 1/2' IM (6011001) _ 72' 4 1/2' ' - 12' 0' - WA .. N/A - 12' 9 7/2' WA N/A- WA N/A 72" -6' 72' $ 7/2' 12' _ 5 7/2' 748 (8011040 11 '1/2' WA 72' WA WA WA 12' WA WA N/A N/A WA 12' WA 12' WA 72'' WA 12 (TOP) 8 1/2' WA /2' WA WA WA 7 1/2' WA 10 1/2' WA N/A N/A 11 1/2' N/A 11' WA 9 1/2' WA 12 (851101) 1/ 7/2' WA 72' WA N/A WA 72' WA N/A WA WA WA 72' WA 12' N/A 12' WA 15 OOP) 9 1/2' WA /2' WA WA WA 7 7/2' WA 4744 WA WA WA I4 1/2' N/A 11' WA 9 I/2' WA MA (6011001) WA to J I/2' WA N/A WA WA WA WA WA WA WA 3' N/A 3' WA J' WA 158 (8077001) 11 1/2' N/A 72' WA WA WA 12' N/A WA N/A WA WA 72' WA 12' WA 12' WA 49 (MP) 6 1/2' WA /2' N/A WA WA 7 1/2' N/A We WA WA N/A 11 1/2' N/A 11' WA 9 1/2' N/A 78A (8071c04) J' WA 4 I/2' - WA WA WA J' WA •, WA N/A WA WA 4' WA 4' WA 4' WA 168 (801704 28010. -65.0 6' WA WA WA 9'" WA ' 6' WA WA WA 8' WA 6' WA WA N/A WA WA 2 MP) 9'-0' TO 10•-0' • 6' 5 1/2' WA WA 6' 8' e' 6' WA 14/A '6' 6' 6' 9' ' WA N/A WA - WA - .8 (8877040 6' N/A WA WA 4 //2' to 6' - N/A WA WA 9' WA 5 7/2' WA N/A WA WA - WA -5-(1004) 9" WA 14/A WA 4 1/2' WA . 8' WA 9 7/2' WA 8' 11/A 5 1/2 WA WA N/A N/A -WA 6 (807T02) 6' - WA WA WA 4' • N/A 9' N/A 0 1/2" WA 6' WA 4 1/2' ' N/A WA WA WA WA 7 (8 7 04/6 0 110 4 7 WA WA N/A NA :Al .WA• •8' • • 72 12' 6' 6' 6' 6' WA -WA WA WA 8 (IOP/907704 i MAXNIN ATANCHOR 5044001755 ARE'VA17D F0.— J C/2• 7EFAOr POI E .i. ,•� ai • (1y2p0UC1 AMNON 5942110 87 01NLNPL11N0 SPA NO WN ON W f NQ,FACipRs. • WR THIS OPERATION 70.45K-IN 8L. 90516`6LE ROWED saws 0674011• •51NO InelPoR stelL NO7•RE • • • 2E55 107401 480020124 50A6640 011710170 FOR EACH Ayala) 137,.1.40 ANCHORS LEGEND. 11/,. ANCHOR SPACING 1 \ ;51477 7? 4 A 17444 E. \ RECO, tM TAPL'ON1410 IS. 7404C0µ CRETE-O)EX SSI, IA4WC NAILING, AANE/A247( OR PANELANTE�/ • • SET CF -CRlP '._.T... .88 t t •.75• PPe . 111i 2 4/2' .77 • • : .1 •.30 • R - • 650 • 2'.50 ..• • •• ' • -• • IL • -. ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • ••• • •• E. D. m EDGE DISTANCE ANCHORS LECENQ AI7781077 729£ 11/,. ANCHOR SPACING R70I11M TAW]ON, 410 SS 7APC014 CRETE -FLEX 544, ?AMC NAM Cr IAP-OR1P, PANL11LL0A 47E OR PANEL7E 5144/5. J.0' - CAU0-701 2.5' ' 510170 -SET 1.5' PRODLIC( 51541(147liD al complying 40,770 IIIA plolida Building Code Ace0p00ACc No l 3 - 0511 •) S L• ir.}li017Date ?is ,,i•E M7Eladc 1oluciControl PRODUCTRBVISGD as Building g Coda Acooptenco No 020 HNpI 674017 Date By tID.�. ,duct Control FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECOINC. \ 714747 TESTING & ENGINEERING COMPANY 0/504441 5014, •.. 41040010144 608.7701 n 377647 E8-0006718 mow FL RRIDA Lk/ 41787E 0.050" BERTHA ALUMINUM STORM PANEL L.0/AO 054179 877 . EASTERN METAL SUPPLY, INC. 4268 WESTRa40S DR. WEST PALM 8E.4C14 07. 33407 11/15/!1 0.402 mt N1tle7f, 0.11 11-117 DRAWING Ne 010 OS -078 1/18/74 47 SHEET 70 0r 15 .MAXIMUM A.S.D. DESIGN PRESSURE RATING'(p.si..) AND -CORI PONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALIATIONSJNTO CONCRETE AND CONCRETE BLOCK STRUCTURE$I ASNq 041 f PRESSURE RAI4N On W RAUMUN ANCHORS SPAW10 MR E. 0 - 3 7/2" * IBL APP7/nE TO SECn(K/S ,1 % AfR 0677117ynON " 100077? PANEL LENOM 1' (/1) MUMS UP�VS CRETE -HEY 554 &WO NAVA CALK-Rl 501.10 -SET Cr IM -CROW PANELUMES PANEL.VATE PLUS 110 SS mocoei 8.4* 70 "CONCRETE 10 NISriVR7 TO CONCRETE TO NAfONRY TO CONCRETE 70 04LS0NRY r0 70NCRE7E to YA50041' 70 57258E77 70 MASONRY TO CONCRETE 70 MASONRY 70 OONCRETE m 8740 /17 70 CW,0RE77 70 MASONRY TO CONCRETE 70 MASONRY +65.0, -77.0 8" N/A N/A N/A 3' N/A 8" N/A N/A N/A 3 7/2" N/A 2 1/2' N/A N/A N/A 11/4 N/A 1 (TOP) 0'-0' OR LESS 12' 5' N/A N/A 10' 8" 72' 7 1/2' N/A N/A 12' 6'. 9 1/2' 0 I/2" N/A N/A N/A N/A 1 (30T7011) 12" N/A N/A N/A 10" N/A 12' N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 2 (TOP) 12' 5' N/A N/A 70` 6" 12' 7 1/2" - N/A N/A 12' 6 1/2" 9 1/2' 6" N/A N/A N/A N/A 2 (8017004) 12" N/A N/A 11/9 10' 11/4 12' N/A WA N/A 12" WA 9 1/2" N/A N/A N/A N/A N/A 3 (TOP) 12' S" N/A N/A 9' e' 12' 7 7/2" . N/A N/A 12' 6 1/2' 9 1/2' 9' N/A 1/A N/A N/A. - 3 (BOTTOM) 72" N/A N/A• N/A 10' N/A 72" - N/A N/A -'N/A 12" N/A 9 1/2' N/A N/A N/A 1VA N/A 4 -(TOP) 12" 5' N/A N/A 8' 8' 12" 7 1/2" N/A N/A 12" 6 //2' 9 1/2' 9' N/A N/A N/A N/A 4 (80)1004) 12' N/A N/A N/A 8" N/A 12' N/A N/A N/A 12" N/A 9 1/2' N/A N/A N/A 10/9 N/A 5 (TOP) 12' 4 1/2' WA N/A 7' 5' 12' 6" N/A N/A 10' 5' 7 1/2' 7 I/2" - N/A N/A N/A. N/A 5 (BOTTOM) 7" N/A N/A WA 4 1/2' N/A 6' N/A N/A N/A r NIA -6" N/A N/A N/A N/A WA 8 OOP) 7" N/A N/A N/A 4 1/2" N/A 8" N/4 2" N/A 7' N/A 5" N/A N/A N/A N/A N/A 6 (60170M) 6" N/A N/A N/A 4' N/A 5 1/2" N/A 9" N/A 8" • N/A 4 7/2' N/A N/A N/A N/A N/A 7 (TOP/BOTIOM) N/A N/A N/A N/A /4/A N/A 12' 8' I2' 12" 12' 8" 6" 6' N/A N/A N/A N/A 8 (101/8071004) +65.0, - -72.0 . 8 1/2" -N/A 12' 71/4 .. /4/A N/A B' . N/A ' 0 1/2" 17/A N/A N/A o' . - N/A " '9" - 07%4 - 7.1/2' - N/4 7 (TOP/8017014) 9'=0" OR LESS N/A N/A -- N/A ' N/A WA - N/A 11" -B" - 12' - 12` N/A N/A _ 12" 6l' ' 12' B' _ N/A- ' N/A 11 (IOP)• 12' 5 1/2' 12' 10 I/2' N/A N/A 72' 8" 12' 12" N/A N/A 12' 9 1/2' 12" a 7/2" 72' 7' 71 (807TOM) +82.0, -73.3 6" N/A _. N/A• N/A 8' N/A 8' -N/A 12` 12" - e' N/A - -B" ' 1(/A N/A N/A N/A -N/A 2 (ropy _I 9'-0' TO 10'-0' • 6" 5' N/A N/A B` 5 I/2" 9' _- 9" N/A N/A 6" 6" 8" 6" ,.. N/A N/A - -N/A N/A 2 (807707/) 6' N/A N/A N/A 4' N/A 6' N/A N/A N/A e' N/A 5" N/A N/A N/A N/A N/A a (TOP) 8' N/A N/A N/A 4' N/A 8' N/A 8' N/A 6' N/A 5" N/A N/A N/A N/A N/A 8 (BOTTOM) 8" N/A N/A 1/4 5' WA 6" N/A 8' N/A 5 1/2' N/A 4' N/A N/A N/A N/A N/A 7 (IOP/0070071) N/A WA N/A N/A N/A N/4 6' B' 12" 12' 8' 6" .. 6" 6' N/4 N/A N/A 11/A 8 (TOP/BOTTO4) N/A N/A N/A N/A N/A 11/A 11/A N/A 12' 12" N/A N/A N/4 N/A N/A N/A N/A N/A 1401017004) 10 (TOP) II (10P/BOTTOM) • MAMMY ANCHOR SPACINGS ARE LAUD FOR 3 I//2" EDGE DISTANCE. FOR E: 51 LESS 7114N 3 1/2' REDUCE ANCHOR SPACING BY MUL7IPIYINC SPAC,NG SHOWN ON SCHEDULE BY INE FOLLOnJNC FACTORS. (N07£. Rh. 6. D FOR 041.1(-04 ANCH0RS 12 2 1/2') FOR NS 00789710/1 70 8E POSIOLE, REDUCED SPAC/NC 0861111E0 US/NC-FACTOR SHALL NO7 BE LESS THAN N1INUN SPACING INDICATED FOR EACH ritIOR‘fr•ATMOWS LEWD. • • • • ADM.D.O. • FACTOR • • CAL/( -110 411 RE3ULIR 74071010, 470 S.5 TAPTYL! CRETE -R.613164, ZAAUC NAILING, P911001A76 OR PANE TATE PLUS. .. . • CAIS•• -1N• • a - • • SA10-,E} B a • 4 • Cr TiUt0MP • s" • .8B . • • • • -• •45 O .781 • 8.4* 2 7/2" .71 .50 - .80 2' .50 - _ • ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • ANCHORS LEGEND ANCHOR 701E 4/04. ANCHOR SPACING. REGULAR 7APCON, 410 SS EAMON, CRETE--FIER S54, ANC WaNO, CF TAP -GRIP, PANEL7477 OR PANEL66477 PLUS, 7,0" CAL/( -110 411 2.5' r"11111111w, Sotto -s %%. \, S i A' r/T / .1' 4 3.5" ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �'. 1C ENSU " ✓;'; tl ��A''LrsfONAI E�G\�i`�'�� AFE 4,7171,11111111 ..s 7ROD1JCT RENL?V)F..IJ es complying with the Florida Building Codo Acceptance Nn l 3- O 7 /- J I?xplmlion U1teEty ).48501 pa�4'rnduot Control E D. = EDGE DISTANCE PRODUCTRBVISBD at complyingwldt 4717 F/orlde Building Codo Ac000litico No Bxplr Ilan Dab Mt� D duct Contr FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECOINC.\ 7/0.07 TESTING $ ENGINEERING COMPANY 8716 M7/ax. (O6 N. 0]O 04,„841. e,1S-S E9-0f07re WAITER A 74Y f1ORDNo. I3 7168 / 44187 0.050" BERTHA ALUMINUM STORM PANEL 5.0./AB. DRAWN BYf EASTERN METAL SUPPLY, INC. 4288 RESINOIDS OR. WEST PALM 85061 PL 33407 71/75/77 DATE MIT 7,085 OrPMVIPON mr 11-117 DRAWING Ne 0(0 05-078 1//46/74 3 SHEET 71 OF 75 I/4' 0 L40 SCREWS 0 6' 0. C. N/ 1 1/2" M/n. 1HR£A0£0 PENETRATION 10 EXISTING WOOD HE40ER. ALTERNATIVE 1 N0 0 3/32' F C Ur" EVERY STUD-0- C TUD0- C Cont. 0 8" 0. 0. 1� /2 Mln. THREADED PLNL7RATION 0 MIDWIDn1 OF PLATE. ALTERNAT/VE . •• •• • • • • Cont.• •• • • •• ••• 1 4' 0 UO SCREWS 8'0.0.1 I I Min. 7NREl0£b PENE'TRA7/O O lADW10 4 OF A • • • • • ALTERNATIVE 3 • • •• ; WOOD TRUSSES OR /!AFTER ® 24' 0. C. -REQUIRED 1.r■r° LII.IIR „iii'„ • .a 1S. 54 x , J�4 0 8' 0, C ilii Cont. ALTERNATIVE 9A l' x 4' x 1/9" Aga (6053-T5) Alum. TUBE W/ (3) 5/16' 0 x 4' C SCRL14.5 TO EACH JOIST. LOCATE SCREW AT AIIOWIDTH OF E3ISRNC WOOD MEMBER (2' Mn. NOMINAL wenn W/ 2 I/2' I.Bn. THREADED PENETRATION. 2' x 6' WOOD DECK REWIRED (NO FINISH ALLOWED) 1/4'0 UC SCREWS 0 4' o..a W/ 1 I /2 //In. THREADED PENETRATION. ALTERNATIVE 9 WOOD TRUSSES OR RAFTER 0 24" 0. D.RE0U/RE0 . J/4 S lox S. S. s. 06'0. C. ser SCHEME TOR mx. sLxxxx3ON TO DUOS 1'x 4'x l/8" Min. (6063-55) Alum. TUBE IV/ J 5/18' 0 x 4' 1.40 SCREWS TO EACH JOIST. L00.456 SCREW AT MEADOW OF EXISTING WOOD MEMBER (2" 1.110. NOMINAL WMOTH) W/ 2 1 Men. WEAVED PENETRATION. ALTERNATIVE 10 1/4' 0-20 x 314"BOLTS IV/ 7/8'0 x-3/32' 317110 NOT 0 12' 0. C. Co, 2' x 6' IVDOD DECK REQUIRED (NO FINISH ALL -OWED) 1/4"0 AO SCREWS 0 4" o o. W// 1 12 04In. 7HAEADE0 PENETRATION. ALTERNATIVE 11 CEILING & FLOOR MOUNTING INSTALLATION$ SCALE : 1/4" a l' NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/41-20 S.S. BOLTS W 7/831 x J/32' (VINO MIT 0 12' 0. C. SCREWS 008' a C. W/ 1 l-/2'. Mln.: - GIRL:VIED PENETRATION 0 MI0307001 OF PATE. ALTERNATIVE 1Z * * VALID POR Max. A.S.D. PRESSURE RATING OF +63.5, -63.5 psf. 7 0x132' WRY STUD 0 111'0.0 Conf. 14' 0 tA0 CREWS 0 8' 0. C. W/ 1 I//22 M/n. THREADED PENETRATION 0 MIOWIOTH OF PATE. ALTERNATIVE 14 WALL MOUNTING INSTALLATION SCALE: 1/4"0 1° O'NoDuC'T I:LiNT_tY]iD PIWDUCTRBVISBD m complying wi6l tho Florida Bi complying'Ylih 1110 Florlde Building Code B1dIdiI Codo Acceplmla: No _ o 2 7 . ; 5 Accepmn8O No O ' • Bxpiraliun Data Cv /T OJp Bxpl nancoNe D;J�( , V:ImI odr, iNluct Conhol IMI DO'•I:'oducL Canhol INSTALLATION- DETAILS ON EXISTING W000 BUILDINGS • • •• • • • • tp l y • CIT Na NOTESaro Y�� 1. INSTALLATIONS ARE ONLY VALID FOR A.S.O. DESIGN PRESSURE RATING UP No TO +65.0 -72.0 psr AND PANEL'S LLNOINS UP TO S' -O' EXCEPT AS NOTED. 2. POR NEW WOOD FHA810 CONSTRUCTION: WOOD /1gM@ERS TO SOU RN . ,g PINE Na 2, W/ S&cIf7(S Lsm 0180169 OR !RIAL. • • • = '� '• //,g/rH • • • • • • • • • • ••• �• ••• ••• ••• ••s **,`rSIbNALEe�� '.1' 06 13 FLORIDA BUILD/NG CODE (High Velocity Hurricane Zone) INC.IL ECO \ TICCIT 55517NG & ENGINEERING COMPANY 1757 MW..bM, Sl Mn JOl, 131%.31 [µqµ01-. 76 n71 .0244 Phau. l (J0.fY07l-ISJ0 . ! (.105)0) EB-8008710 WALTER A MUT Jr. P. £. FLORIDA Lb. / 44187 0.050" BERTHA ALUMINUM STORM PANEL 0,O./A.0. DRAWN 85, • EASTERN METAL SUPPLY, INC. 4268 WESIR0./0S OR. WEST PAW BEACH, FL 33407 11/15/41 DATE ax xs IVSENINW arc Iry 011uoea! AOL 11-117 DROWN) No 400 405-036 It/m/1 SHEET 13 OF 15 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 1/4'0 S.S. LAC SCREW 0 4' o.o. W// 1 1/2' NIR THREADED PENETRATION 4' x e' (MM.) EXISTING WOOD 8EAM REWIRED. STRUCTURAL ADEQUACY OF EXISTING W000 BEAM TO DE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. SEE SCHEDULE FOR Nin. SEPARATION TO CLASS Cont. ALTERNATIVE 15 7/80 x 3/32 ((INC NUT 0 EVERY.STIID 0 J2,0. C. .ALTERNATE LEC Con - LOCATION r x 6 WOOD DECK REQUIRED (NO FINISH ALLOWED) 1/40 Ss. 1.40 SCREW 0 4 1/2' o.o. W/ 1 1/2" MIn. THREADED PENETRATION ALTERNATIVE 16 * CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 7/4' - 1' • -1 7/8' MIn. PENETRATION WOOD HEADER REQUIRED 2' rdfor FeArrii hW! -" EXISTING BRICK 1£ENER 1/4-'0x8" ELCO mole ANEUJATE WAS ANCHORS 0 6 LV�2' O.C. re// 1 1/2' MIO. THREADED METRAT(ON INTO WOOD HEADER. I I I I II EXISINO STEEL ANGLE INTEL AS APPLICABLE SEE SCHEME FOR MIn. SEPARATION TO GLASS 21e4'u � , re. mo. ill 141R1TTON.1� 0" EXISTING BRICK SILL EXISTING 2' x 4' STUDS 0 16' 0.7. Max. R£Q'D 1/40x8' ELCO mole PANELMATE NAS ANCHORS 0 4 1/2' O.C. 70 EX15nN0 PLYWOOD VOTE FOR COMBINATION OF SECTIONS: WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COM INED IN ANY WAY TO SUR ANY INSTALLATION. .-- -- - • • • • EXISTING MIn. 1/2' PLYWOOD REVD (TVP) W/ FASTENING 70 STUDS AS PER SECTION 2909 OF THE SOUTH (6, BULLOINO CODE. ALTERNATIVE 17 * * VALID FOR Mao'. A.S.O. DESIGN PRESSURE RATING +63.5, —63.5 psf. BUILD --OUT INSTALLATION SCALE : 1/4" nt. 1/4' LAO SCREWS 0 6" 0. G W/ 1 12' Len. THREADED PENETRATION 70 EXISTING WOOD HEADER.. 1/4' LA0 SCREWS • 6' 0. C. W/ 1 1 MM. THREADED PENETRATION TO EX1571110 WOOD HEADER Co. Cont. WOOD HEADER REQUIRE° SEE SCHEDULE FOR MIn. SEPARATION TO CLASS cFx��Nc� BOLTSS- / S.S. 7/80 x 3/32' WING NUT 0 12' 0. C. V4'0-20 0-20 S.S. BOLTS W/ 7/8 0 x 3/32" TYING NUT /8 0 12' 0. C. Conf. EXISTING BRICK SKI 7/4' 0-20 X 3//4' 80L75 W/ 7/8'r 3/32' MAIO NUT 0 12' a .0 1/4" 0 LAG SCREWS 916'O. C. TV - 1 1/2"944, 'THREADED PE ETRAHON 0 MIDWIa7N OF PLATE ALTERNATIVE 18A * pnonncTROVISRD as complying with to Florida BnildtngCode Acceptance No !tapir tion Data By MI nI D ,D6 0 Control /P • IISSZ4LI•ATION DE•TA-ILS ON EXISTING WOOD BUILDINGS NOTES: ••- - • •• ••• •• • • • •• 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP TO 485.0 -65.0 psi AND PANEL'S LENGTHS UP TO 9'-0". EXCEPT AS NOTED. 2, FOR NEW WOOD FRAME CQNSTR QN.' WOOS 01448E 10 BE S0L11H£RN PINE No. 2, W/ SPECIFW D0NSlTY•OF 0.55 OR SPINAL. • • • • • a • • • • • • •• 0 •• • • • •• • • • • • • • • 8)7011(107 RENEWED 0, complying with the Florida Building Code A •cgnnnee Nn t 3 -. Eapi91ion Date +% 147 i ? lTg l f s • xy r .� ' i. -1L --. • Mlsmi Daid" r,,,luct CmrWol • • • R • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • . •• •• ••• • • • ••• • • Hn1a7n1nt1 4 0x3"LAG CREWS 0-6" 0. C. W/ 27/32' Mrs. PfNETRA110N 0 M OYA07H OF PLATE. INTERIORLY REMOVABLE PANEL(!) W/ SIDEWALK BOLTS EE OE A!L 2,) CON TED TO 1 IHRLI 5/8 0 HOLES A7 1 0 6' 0.0 & FASTENED AT REAR W 7/80x3/32' IMO NUT 0 EVERY SIDEWALK BOLT. ALTERNATIVE 18R * WALL MOUNTING INSTALLATION$ SECTIONS 18 * VALID FOR Max. A.S.D. DESIGN PRESSURE SCALE : 1/4" — 1 " RATING +63.5, —63,5 psf. INSTALLATIONS VALID FOR PANELS (13 USED JOINTLY WITH INTER/ORLY REMOVABLE PANELS10 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) IL ECO INC. TILLIE TESTING Pe ENGINEERING 0011PANY Nee N.W. J x 11,. J3A VMpNI/ n. e " PAene t (Jaf�Nl8-60.71 r (JN NI -reef E8ALTER -0000719 ITU 719 WE. 6011(.4 DLL I✓r. P. FLo1NOA Lw. / 441e7 0.050" BERTHA ALUMINUM STORM PANEL DRAWN OW EASTERN METAL SUPPLY, INC. 4268 WESTRa105 DR. WEST PALM BEACH, FL 33407 11/15/11 DATE FN. x0 xssrrmw arr UK No 04041011,21 aur 11-117 DRAWING No 0150-073 11/15/Ir e SHLE! 14 OF 15 1/4b SS LAG SCREW 0 4' o.o. W/1 1/2' MIN. THREADED PENETRATION gar 1/40 S.S. LAG SCREW 0 4'o.o. W/1 1/2" MM. THREADED. ' PENETRATION x 8' Odin.) EXISTING WOOD BEAM- REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD 8E449 TO BE CERRFlED 81 REGISTERED 'ENGINEER OR ARCHITECT PRIOR TO SHUTTER WSTALL4710N. (+) Cont. 7/8' e x 3/32' WING NUT O EVERY STUD O 12' 0. C. I/4'0 LAO SCREWS 0 4' o. 1//1 9/2" MIN. THREADED PENE7RA11014 2.' , 6' WOOD OWN REQUIRED •} ALTERNATIVELY, TRACK ® MAY BE ATTACHED TO HOLLOW CEILING AS PER-0ETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15, Con SEE SCHEDULE FOR MIn. SEPARATION - TO GLAOS DETAIL 2 7/8' e x 3/32" YANG NUT 0 EVERY STUD 0 12' Q C. 1/4"0 LAC SCREWS 0 2' o.o. WI 1/2" MIN. THREADED PENETRATION 1 a 2' r 6' WOOD DECK REQUIRED 1/4'8 SS LAC SCREW 0 4' o.o. IY/i 1/2' MIN. THREADED PENETRATION 1/411 S.S. 9X0 SCREW 0 4' o.o.-W/1 1/2' IDN. THREADED PENETRATION x 8' Oen.) EXISTING WOOD BEM REQUIRED. STRUCTURAL ADEQUACY OF EXIS11110 WOOD BEAU 70 BE CERTIFIED BY REGISTERED ENCINEER OR ARCHITECT PRIOR { 10 SHUTTER =SDI:AA11QV. \ i" ) Cont. SEE SCHEDULE O FR ARA. SEPA8A710N TO GLASS 7/e' 8 x 3/32' WINO NUT O EVERY SND O 12' 0. 0. DETAIL 2 7/8' e x 3/32' WINO NOT 0 EVERY SND 012' O. C. INTERIORLY RE7.10YABLE PANEL (7 49/ SIDEV/ALK 601.7S E DE7 L 2) CONN TO 1 Mu 5/80 HOLES AT 1 0 6' 0.0 & FASTENED AT REAR W 7/80x3/32' YANG Nur 0 EVERY SIDEIYAL8 80LT. ALTERNATIVE 194 ALTERNATIVE 198 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 1$ sCALE : V4' . 1' 1573 ■ 7/8 0.4 J/32' W41Q O / 7 AVl .1875' 1/4.-2=1" 3.8. SIDEWALK 80275. W/3/4' 52011£0 1158 FIXED jjDD / RfORLY REMOV 15 PANIL(3 1}0111KEY POLE DMO 8' 05 W/1/4'-20 NUT AY RSR. .050' 10E e' ei DETAIL 2 - INSTALGITION OP e,/.i11x1 SIDEWALK BOLTS O E 0VVA_OL E• • • •• SCALD 1' . I. •• • REMOVABLE PANEL • • • • • • • •• •• NOTE FOR COMBINATION OF SECTIONS: FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINE0 IN ANY WAY .TO SUIT ANY INSTALLATION • •• • • y•• • • • • • • AbTEt • ••• ••• • • • • • • • • • • • • V4'0 LAC SCREWS O 4 1/2' o.o. W/1 1/2' 111K THREADED PENETRATION ALTERNATIVE 20,4 PRODUCT RENBWED v complying with me Florida CEILING & FLOOR MOUNTING INSTALLATIONS Building Code SECTIONS 2Q PRODUCTRRVLSRD Acamonic No LI- L /,• 15" SCALE : 1/4" . 1' =complying with the Wean Expiration DatepR i// : r7 ,. g Building Codo Bo rJ,.(.- l f/ I AceoDhmc4No 20.0( lKhtp4 Ded.Y"nduU Clmfro! RxP1 11on Dm6 J;i,67 0/3 oduei Control INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 2' x 5' WOOD DECK REQUIRED INTERIORLY REMOVABLE PANEL IV SIDEWALK BOLTSJSEE DE 2) 004911707(0 TO t TNRU 5/80 HOLES AT 1 0 8' 0.0 & FASTENED AT REAR W 7/80x3/32' WINO NUT O EVERY SIDEWALK 80(7. 2' x. 6' IMOD DECK REQIARED 1/4'0 -1,10 SCREWS 0 2' o.o. 8// 9/2' MIN. THREADED PENETRATION ALTERNATIVE 208 1. INSTALLATIONS ARE ONLY VAUD FOR A.S.D. DESIGN PRESSURE RATING UP 70 +65.0 --65.0 psf AND PANEL'S LENGTHS UP TO e'-0". •R L&Y 4,000 FRAME CONSTRUCTION: 8007) MEMBERS 70 BE SOUTHERN •.NE�4a. e`, W/ SPEoFIC DENSITY OF 0.55 OR EQUAL, • • • • • • • • • O14I1/F71Not11 11 %%\v``` FLORIDA BUILDING CODE (High Velocity Hurricane Zone) / IL ECOINc.\ 171.217 TESTING & ENGINEERING COMPANY 99333518'. 3515 51 Sia 516X11 3. R .13165 PAon. l 810 Ys71+i F ! 13 2. 71-1631 ER-00087IG WALTER A nwr Jr.P. E. FLORIDA Do. / 44167 0.050" BERTHA ALUMINUM STORM PANEL 2.0./50. DRAWN an EASTERN METAL SUPPLY, INC. 4268 IVESIROIDS DR WEST PALM BEACH, FL 33407 91/15/11 OATS 01110,001 0111. NM IN atoornox 11-117 DRAWN No 010 eS-075 11/16/ll SHEET 18 0T 15 ••• • • • • • • • • • •• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • CORD' CERTIFICATE OF LIABILITY INSURANCE st... °A TE 08/03/2017017 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT' BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Schwabe and Associates, Inc. 8525 SW 92nd Street Suite B6 Miami, FL 33156 CONTACT NAME: P[a NoNE Ext): FAX No); ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC A INSURER A: AIG COMMERCIAL GENERAL LIABILITY INSURED Brother Two Window & Screen, Inc DBA Hurricane Window & Screen, Inc. 8515 SW 129th Terrace Miami, FL 33156 INSURER B INSURER c : INSURER D: $ INSURER E : INSURER F : PRS (RENTED PREEMIMI E SES (Ea occurrence) COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR . TYPE OF INSURANCE ADDL INSD SUER WVD POLICY NUMBER POLICY EFF (MMIDDIIIYYY) POLICY EXP nMMiocrim YI '' LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR PRS (RENTED PREEMIMI E SES (Ea occurrence) $ MED EXP (My one person) S PERSONAL & ADV INJURY i GEN'L AGGREGATE LIMIT APPUES PER: -1 ERC n POUCY LOC OTHER: GENERAL. AGGREGATE $ PRODUCTS - COMP/OP AGO $ $ AUTOMOBILE — LUABRITY ANY AUTO ATO ED AUOHIRED AUTOS ` SCHEDULED NON -OWNED Aums COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) S BODILY INJURY (Per accident) $ PROPERTY DAMAGES (Per accident) S UMBRELLA UAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE 8 AGGREGATE S DED RETENTION $ $ A WORKERS COMPENSATION WR.r AND EMPLOYERS' BTY ANY PROPRIETORIPARTNERIE)O=CUTIVE Y / N OFFICER/MEMBER EXCLUDED? (Mandatory In NH) K describe under DESCRIPTION OF OPERATIONS bebw N 1 A 20938010-15 08/04/2017 08104/2018 Xl PER ^ STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L DISEASE- EA EMPLOYE! S 1,000,000 EL DISEASE - POLICY UMIT S 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Item 3. A.: Workers Compensation Insurance applies to the Workers Compensation Law of the states listed here: Florida Window installer 95BS00368 - License Number CERTIFICATE HOLDER CANCELLATION Miami Shores Village 10050 NE 2 Ave., Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE Rated -P. Schwabe ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks al ACORD