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WS-16-1200 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number. INSP-258102 Permit Number: WS-5-16-1200 Scheduled Inspection Date: May 27,2016 Permit Type: Windows/Shutters Inspector: Mesa,Michel Inspection Type: Final Owner: ATTENTO,ANGELA Work Classification: Window/Door Replacement Job Address:127 NE 97 Street Miami Shores,FL 33138- Phone Number Parcel Number 1132060132460 Project: <NONE> Contractor: BALCONY DOORS AND WINDOWS INC Phone:(786)287-4492 BuIlding Department Comments REPLACE 2 GLASS BLOCK OPENINGS WITH IMPACT o Passed Comments WIDOWS. INSPECTOR COMMENTS False Inspector Comments Passed v-.,e e , -tp jutt�t Failed Correction a Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid 'A Mow 90t 9n48 For Inspections please call:(305)762-4949 PfPna 1d of 29 Gus ld- 12eo 'tllo �' CERTIFICATE OF LIABILITY INSURANCEDATE( ,"` 16 O ) 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 MSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: Nthe certtlicate holder Is an ADDITIONAL INSURED,the pollcy(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 certift0a does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lucia Estella Accurate P N o M5j226-8727 F, (305)228-8767 8300 West Flegler Suite 114 Iudeestrelle&ellsouth,net Miami,FL 33144 INSU AFFORDING COVERAGE N=# Phone (305)2268727 Fax (305)226-8767 I SURERA; Covington Specialty insurance company INSURED INSURER B Balcony Doors and Windows Inc INSURER C: 600 NE 36 Street #1723 INRER D: Miami,FL 33137- (786)287-4482 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:- THIS UMBER: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. LTR TYPE OF INSURANCE ADDUSUSH NUMBER Advywn POL�1f EXP LIMITS GENERAL LIABILITY EACH OCC CE 11000,000.00 e COMMERCIAL GENERAL LIABILITY IUIMAG�TO R $ 100,000.00 A ❑ ❑ cLAiMs MADE Q OCCURY Y VBA383444-00 MED EXP( one ) $ 5,000.00 El 05/13/2016 05/13/2Q17 PERSONAL&ADV INJURY $ 1,000,000.00 ❑ GENERAL AGGREGATE $ 2,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGO $ 1,000,000.00 ©POLICY ❑PIt ❑ LOC $ AUTOMOBILE LIABILITY MEIN SINGLE LINT ❑ ANY AUTO BODILY INJURY(Per person) $ ❑ ALL LED AUTOS OWNED ❑ AUTOS U BODILY INJURY(Per soddent) $ ❑ HIRED AUTOS ❑ AUTO POPE DAMAGE $ ❑ ❑ $ ❑ UMBRELLA LUIS ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAR ❑CLAIMS-MADE AGGREGATE $ ❑ DED ❑ RETENTION $ WORKERS COMPENSATION ❑INC&1A OR AND EMPLOYERS'LIABILITY YIN ANY PROPRIETORIPARTNERIEXECUTNE OFFICERWEMBER EXCLUDED? ❑NIA E.L.EACH ACCIDENT ._ S iMehdat°ry in NH) EL DISEASE-EA EMPLOY $ I�s desalbe urtdsr S below E.L.DISEASE-POLICY LIMIT,$ DESGRIPTIOtd OF OPERATION DESCRIPTION OF OPERATIONS I LOCATIONS V84MM(Attach ACORD 101,Addidonal Remarks Schedule,I more apace is required) #06BSO456 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WI RED IN Building Department ACCORDANCE WITH THE POLICY PROVISI 1005D NE 2nd Ave AUTHORIZED REPRESENTATIVE MIAMI SHORES,FL 33138 Lucia Estrella ®1988-2010 ACORD CO All rights reserved. ACORD 25(2010/05)QF The ACORD name and IOpo are regi . red matte of ACORD Miami Shores Village ' 10050 N.E.2nd Avenue NE � � � 'c Miami Shores,FL 33138-0000 n * Phone: (305)795-2204 t Expiration: 111131 016 Project Address Parcel Number Applicant 127 NE 97 Street 1132060132460 ANGELA ATTENTO Miami Shores, FL 33138- Block: Lot: Owner information Address Phone Cell ANGELA ATTENTO 127 NE 97 Street MIAMI SHORES FL 33138-2332 Contractor(s) Phone Cell Phone $ 2,000.00 Valuation: BALCONY DOORS AND WINDOWS IN (786)287-4492 rrn�Arc A Ay Total Sq Feet: 20 Type of Work:REPLACE 2 GLASS BLOCK OPENINGS WITH Available Inspections: No of Openings:2 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-6-16-69638 DBPR Fee $2.00 05/17/2016 Credit Card $166.20 $60.00 DCA Fee $2.00 Education Surcharge $0.40 05/04/2016 Credit Card $50.00 $0.00 Permit Fee $120.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $216.20 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 prover 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 ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore.I authorize the above-na co ntr or to do the work stated. May 17, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 17,2016 1 Miami Shores VI a e � ats rA Building Department artment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 \q°�j' 9� �� BUILDING Master Permit No. L 1/1 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 17 7 LE" 4? 7 S City: Miami Shores County: Miami Dade Zip: 133136' Folio/Parcel#: i\- 3 20 to b % 2, - 2`-(low Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): o 0 1d at _ �n Phone#: t 7 :J'Z�'b S l Z Address: (21- �S 5 �'� sr�► (- City: State: Zip: 331 3 Tenant/Lessee Name: Phone#: -41t9- Email:-- - -EQ�-� CONTRACTOR:Company Name: 'BA, CC- , d-01 duz. C. Phone#:-13'6-Z Address: E_ :�;(oS+- 4 11-L3 City: f**-k\1irmonn\ State: "�� Zip:33) 32 � Qualifier Name:�a &� l S y tJPhone#:�&&-Z8 7"u 4 c/Z State Certification or Registration#: Certificate of Competency#:& 85 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �T� � Square/Linear Footage of Work: 7n CQ f t Type of Work: ❑ Addition ❑ Alteration ❑ New KRepai eplac ❑ Demolition Description of Work:20 D1 X; 2 GI 1 'q.S'q me r il PoV!K16-1 g U.)I T-A 1 YVA O A-C C-ASevr-e&17' Specify color of color thru tile: ►+r rr Submittal Fee$ 0- O�!) Permit Fee$12-a CC3 CCF$ (g7 r CO/CC$ Scanning Fee$ 07 6�3 Radon Fee$ �? -CA3 DBP(R$$ vim- - Notary$ Technology Fee$ 1 _ 6 0 Training/Education Fee$ 0v T� Double Fee$ Structural Reviews$ 0 Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding 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 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. Signat re Signature &4or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this S //day of 20 1 to ,by day of M r, �, —,20 l Y ,by o who yis personally known to Lt/ 4 ff4rP c j6 who is personally known to me or who has produced / �` G' as me or who has produced / z- z as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBLIC: Sign: Sign Print: Print: y �� G✓s�/�i��72� Seal: ;T-6211. P � , JESSE WALTERS Seal: -11 Notary Public-State of Florida o`` Y P ,. '01 �� JESSE WALTERS ; My Comm.Expires Sep 23,20162;• ;° Notary Public-State of Florida fo ` Commission#EE 837922 =•. • sN. .Qr My Comm.Expires Sep 23,2016 ********** ******************** baster r6�ri R** ******** 'nnn" 13 11. APPROVED BY Plans Examiner Zoning 1) wA Structural Review Clerk (Revised02/24/2014) 5�►ORFy Cf .... �,n� Miami Shores Village Building Department ��oRI1D� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. I-- COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. "COPY OF LOCAL BUSINESS TAX RECEIPT COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY�� a, D. _COPY OF LIABILITY INSURACE* IS COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form an�� *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 kb Certificate must speclfy the 9a` "' BUSINESS NAME: 8A-tz&��jjm�& &&t U)i"owS , xkzC . BUSINESS ADDRESS: �n®� i .��St I}�� CITY AAt 4 n% STATE FC- ZIP _33/37 BUSINESS PHONE: tG )Z ?' FAX NUMBER(.) CELL PHONE 0 2!a"Z-11Z QUALIFIER'S NAME: AtLtAl �A S�C6A-) QUALIFIER'S LIC NUMBER: 0 85 00"�� '•.. ..fir: ^��� ':':.�:=.: :'j:. �� ..writs' �` .. .lal�... �':-.".•`:'.:•. 1C= : ..:. :. 11.98 W- ills : .�.:36st:��:=:::-_--=.-;_:::: :�=:::=::-�-�.::-:_::::::tea :• -:-:: =i�;�.i�--. -:. .:� 8:•� t ::: - roa 10 SPECIAL7YffiWMJGCWMACMR a .:..:.. -:: - •,�a�eariemt6e ,.."�,_ `:.est •• :�-:� :`.- , ror777 - ►tat - ��-_-:-:•: i %fat :. -StAteto XS 39 Wit. ......:....: .. .. .:-..... irim AFLsec.Twro ' PAvidw : OWN"% 213 SE esu c + •:$ 5 09/25/2015 : �ICARD—t5-049►38 bawl.- magma. - E� aoall C1C1(C { Ctt ''v,Tax . Miami-fade County, t of'ioriia - rs:NOTA eN4 f�t3#Ch's caCNt tet ' V01, Vk44*LtSS NAM EX0 ATION RECEIPT NQ. EX#IRE, `- AtYAiV��1SINC bP _ 5R fl, Q -. X36 Sr 1723 ?4 2#3 R .33137 ,r, i rsuagt to eourcty f�. as Sec 10 OAK N'ffR TYPE OF BUSINESS �� PAYM ENTRECEIVIED' _9P NY DOORSANDV4NDONSINC $P�{ a�N� j BY TAX COLLECT&- =' f. 3125 04/1312016 0237-16-004234 Restricted to-'City of Miami Shores M® �(IYDIB iJ�r[1-tcn,Vi8H «�a L#L"IAti 1r. n:ILI I Ili m,- -a I Atj-Atlj • (STT- i is - ,,'. �I__,. �■■■■� .Y. i e. �� • - ti - ■f c 9i tIIii2I!I:g 0 1:1':JA04M • r. • • «•-- •' • r•a ,�� -( -` • y. "�-�+�� ��l i i.1_1 �� 1._Y'-•llllf l.__?L�llll) � '�`I rl Ira I ■ ■� � �� 1 n: � t u sem- ve ■ I f •-.; ■ '�.�! ■` �'r. n''1 bII_r .Y i c,c nf,1 r1•1 III 0-mareo ■ " ©_ ■ ■ ''rr111fr� „-ter . .�- � � �- r,• M4 F s ■ - . n .1 s F t i i f. ,fet4�q'f111g7� CWWFWAMXAL aRIDA W#MMQFWOINOMWCONPBISATM t. 1t TES TALt'E 1 lt= AW*- t 3 +�INST'1tfA1 Tws cwdfka 1 wft buvomw amobdowh" beraddawakewcompmSsombm 07'L pATM 7/11M4 OMMMOATR 7/10116 AtL Ft: 7 NAND SALCOWDOMANDWWOMM 6WNE 36 ST#1723 mtAm FL, 33137 SOOPINOFBUOMMORTRA90 DOOR AND WROM OWALLAWN PWOMM4 two �a myoma �asme�o�ammeam+ `.s. mmm, oey 1a� m°��� �saM�c � �F m ea.e�m Amar peen �aarot�ewa (aq�eaF.e +�enta� ao epi QFSF2�f7LTl� iP1� T 66+i3 X43-'tb� Balcony Doors and Windows.. Inc. 600 NE 36 St.#1723, Miami, Fl. 33137 04/20/2016 State of- County of t*p e Before me this day personally appeared /"tl 60 A47.4P—AJ who, being duly sworn, and says: That he or she will be the only person working on the project located at: 12 7 k-)6 9 7 2�— y1/1 3 313 9 Sworn o (or af �r ed) subscribed before me this 0® day of A fiP Y'/ L 2016, Personally Known OR Produced Identification 1-t Z Type of Identification Produced 7G L_ WCOIMA IS 08FF145317 EXPIRES:,Wy 27,2018 Vov F Thfl1 � /$BIY�BB Print,Type or Stamp Name of Notary Miami shores Village loss Bill Building Department lhv� 10050 N.E.2nd Avenue �LpR�A Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she-will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS.n Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this. I day of AD. ; 120 k U. By 5�i 4 �'/ who is personally known to me or has produced L as iden -,ASC°j1e,1� JESSE WALTERS :_, Notary: , * . _ Notary Public-State of Florida -� r` W My Comm.Expires Sep 23,2016 SEAL: %'TFCommission#EE 837922 Page 1 of 1 AL-FAROOQ SITE SPECIFIC WINDLOAD CERTI5,y0 4 016 CORPORATION 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com alfarooq@afceng.com Project Number: 21316-1450 Date Requested: 4/25/20?$0-4Z18 AM •'�:' Client: ALLEN HASBUN Mailing Address: ALLEN WA&%UN ••,• ; • BALCONY DOORS& BALCOiii.Y•QppRS& • WINDOWS, INC. WINDOVV$,IjVC. ���• :••••: 600 NE 36 ST#1723 600 NE%%§I X1723• 0 • MIAMI FL 33137 MIAMI 37 ••*• Project Address: 127 NE 97s •••••� •••• ....90 miami shores FL 33138 Job Name: 127 NE 97 st •• �••�•� • • • • Wind Load Analysis for compinergS pnd cleVc ng with �'` M" •. - impact protection as per specifit atloR of AS06"O&20:4••• Wind Speed 175 mph FBC. �..' Risk Category 2 Building Classification Enclosed n Exposure Category C Trib.Area(ft 2) Zone 4 Zone 5 Roof Type Sloped 10 +40.1 1 -43.5 +40.1 1 ,53.6 Mean Roof Height 15.00 ft ZONE 4= do7096 OF LEAST HORIZONTAL DIMENSION Elevation of Opening 10.00 It ZDNE 5E::3 HEIGHT'H•FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT Least Horizontal Dimension N/A N Directionality Factor(Kd) 0.85 Velocity Pressure Coefficient(Kh) 0.85 ' Velocity Pressure Coefficient(Kz) 0.85 d d Topographical Factor(Kzt) 1.00 Velocity Pressure(Qh) 56.6 psf Valid Only with Engineer's Seal Velocity Pressure(Qz) 56.6 psf z Gcp Zone 4 +11.00'-1.110 0 Gcp Zone 5 +1.00,-1.40 a LL L Notes: Based on data provided by the client. Ultimate wind sp � used to determine velocity pressure. Ultimate loads z a converted to design loads as per 1609.1.5 of the FBC 0.6 multiplication factor. ,i z ©2016,Coar C Y bon h ' LU v i ti z CAN(EB)#3538 c < i _ < UUPT 4/25/2016 • • ••• • • • ••• 01 • 0 • ••• ZONING DATA ••• �•• . • • ••• w.,,c • • •• • i i i • • •i • • • ..us • • • • • • • -Y • • • • • ••• EA •• • • ••♦ •• •• •• • • • AE- K SAIX _� • ••• • • • • •• • Cf fir „s •• • • .00 • • •• sus • • At;.(:N:: AF-- ti.ItIC ••• 000 •_p• 31D•. OKF:'C/A..All AtEA '-"+e ii —: f - - _ _ - - _ — PA 10,•.� n=.XA/AY � C, ,IDL�� .,.. - # ,C :-A• � S CK � 3A.K ----�f-_ - — — - -- fff SE Enr_K F II Q a e snH srseer - t ;I '14t Z W W w O LOCA fON MAP -- ---- rl �- SCALE, N.T.S. — r- V LEGAL DESCRIPTION " ■■{ Z=W ' AA-_§t A f Q t--1� lI, l'-O T.E1 _ EC :.i Lp2 ZZ— z 14 42 � I P — - - t ixZo Oi< W Z , ONQ xxx C_ UN X04- WWW EX IIS-INN FLOOR PLAN e'SCrPLFc �4.._ ._C.. ,.tee, -ZO"-e 5 + 1140- 1 15-o t zq ®®S . . .... ...... 40, ...... .. . ...... .... .... ..... .. .. .... ...... S5 so ,97 r 6 ALwrAROOQ CTI CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: BALCONY DOORS&WINDOWS .Date; Apr 201-6 • .. . . •.• Project Name: 127 NE 97 ST •Engineered l�q%W ....:. ..... Project Desc.: 127 NE 97 STREET �igjked B i:�Aoo:000 0 • MIAMI SHORES,FL 33138 •• •• *so: •..... • • • . . •••••• AFC Number: 16-0497 Building Height(ft.): 15 • Design Criteria: i, Florida Building Code 2014 ii,Wind Loads are calculated as per ASCE 7-10. General Notes: -Any deviations from conditions shown on calculations or drawings shall be engineered separately. -Al-Farooq Corporation will not provide a letter of compliance/inspection report unless called during installation. -Engineering drawings are checked for structural requirements only. Additional Notes: -ROOF TYPE:SLOPED RISK CATEGORY.•2 Disclaimer: -This document is not valid without the embossed seal of an engineer employed by AI-Farooq Corporation. ® 2 � i -No portion of this document may be used or reproduced in any manner. Unless authorized by signing professional Javad Ahmad,P.E. FL#70592 EB C.A.N.#3538 9360 Sunset Drive,Suite 220 1 Miami,FL 33173 1 T:305.264.8100 1 F:305.262.6978 1 www.afcens.com I alfarooq@afceng.com BALCONY DOORS 127 NE 97 STREET Wind Speed(mph) 175 Mean Roof Height/h](ft) 15.00 & WINDOWS MIAMI SHORES,FL 33138 Importance Factor 1.00 Height Above Grid.Level[z](ft) 15.00 Exposure Category C Horizontal Dimen,of Bldg.(ft) 102.00 Risk Category 2 Roof Slope(deg.) >10 Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 Velocity Pressure Evaluated Qz[qz](lbMA2) 56.64 Velocity Pressure Evaluated Ca h(gh](Ib/f A2) 56.64 Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures(Ib/ft"2) Mark Comp Type W(in) H(in) S(in) A ft^2 Z4+ Z5+ Z4- Z5- Pas Neg Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 40.1 -53.7 Z5 e 96 0 0000 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING:AL-FAROOO CORPORATION, 1235 S.W.87jh SVP IUAAA�I fit,j43 f 74. SEB: �64-8100 Engineers Seal Engineers Name And Signature Design Date• � � � Design Reference Number 4/29/2016 4:20:$9 pa :': : . 16-0497 . .. .. . . .. .. n AL FAROOQ CORPORATION Pr-# C— CLIENT NAME PROJECT NAME: J. tk� €rte n� as PROJECTADDRESS: AFC# 9 ns F. x ENG BY: .; SECTION INPUT PLAN REF.: CORNER MULLION HEIGTH(h) wlDri WIDTH(b) 2 .is s s -:,� "-) LOAD DIRECTION FLANGE(t1) .]�S vrEB WEB(t2)' s e a THICKNESS M MATERIAL PROPERTIES-ASD W • • I MATERIALM;E3fi3-T6;jl�VVi LDEDf ;y g i i• • • ••••• yield stress Fy 25,000 psi — •• • X • • € •• All Stress.1 Fb=.6Fy 15,000 psi • • •• I E.Modulus E 10,000,000 psi •••� • • ..••� M.Inertia Ix 1.984 inA4 • • • •• ••• M.Inertia ly 1.984 inA4 T ••�••� �••• •i••• Section Mod. Sx 1.323 INA3 • ••••• Section Mod. Sy 1.3231NA3 �••+•� • •• Area A 1.438 inA2 • • , • •...;. LOAD CONDITION-SIMPLE-UNIFORM BI-DIRECTIONAL •' • •• • • • Pd W i= = "53.i psf a uLLI�N �• SPAN S(X) l SPAN S(Y) in LOAD w(x) 6.899 lbs/in LOAD w(y) 10.348 lbs/in LENGTH I 50 in MEMBER DESIGN LOADS&END REACTIONS w I2 Mx max,= x 2,155.92 lbs-in Imax Moment IoJr�rr SQrs' Mymax=WY IZ 3,233.89 lbs-in Imax Moment Sxmin=Mx<Sx 0.144 inA3 ok to use L F b Sy min=Fy<Sy 0.216 inA3 ok to use W Sx min+S S int< 1 0.272 JOK TO USE l x y $# 0.278 in jAllowable Deflection 5w14 Ax max= 5W 11 0.028 in 3844 Aymax=384EI 0.042 in �eocal= �z+�y batt 0.051 in ok to use vtotat= v2+vy e vx=21 172.47 lbs lend reactions vtotai= 310.93 lbs 6 vy=211 258.71 lbs end reactions Ototal= 51.9° sheet notes: Javad Ahmad,P.E. FL#70592 1.Aluminum:compare Fb to spec 14.if greater,ok,otherwise re-run. E.B.CAN#3538 2.Steel:use lower thickness to reduce capacity do to round corners. AL-FAROOQ CORPORATION CLIENT: PROJECT: ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET OR STE TEL. (305) 264-8200 BALCONY DOORS & 127 NE 97 ST 222 MIAMI, FLORIDA Fax. (305) 2e2-6978 3 3 2 7 4 WINDOWS MIAMI SHORES, FL 33138 (04-29-16:) BY: K.W. C#16-0497 3"x3"xg" ALUMINUM TUBE CALCULATIONS . . .... . .... #14 SMS • SCREWS ' • • (2 PER CLIP) 3X3X1/8' ALW04;NUM TUBE •• .... .... . .. •• •• •••• • Poe • 000000 a • •• • N •••• i •••• • • D. • • • A Q LL I Z 3° MIN, 17 SPACING ` DIA, ELCO P-+ ULTRACONS WITH 1' 2'X2°xho MIN EDGE L (2° LONG- ALUM DISTANCE, 3' ANGLE) SPACING, 1-3/4' MIN EMBEDMENT LIS Q 1° MIN, E.D. 1 E T A I L SCALE ANCHOR CALCULATIONS R = 310,93 LBS (SEE SHEET C-1) N = NUMBER OF ANCHORS = 2 J' DIA. ELCO ULTRACONS WITH 1' MIN EDGE DISTANCE, 3' SPACING, 1-3/4' MIN EMBEDMENT Sa = 170 LBS (SEE SHEET R-1) VADMAD 2(Sa) = 340 > R Engr. �CML� //OK TO USE FLA. PE 1 70592 CA . 3538 *WORST CASE LOADS & SIZES USED. e 5/16"0 ULTRACON 3/16"0 ULTRACON ALLOWABLE LOAD CAPACITIES: ALLOWABLE LOAD CAPACITIES: .0 SPACING _ SPACING_ EDGE DISTANCE INCHES DIAMETERS OF EMBEDMENT" TENSION SHEAR EDGE DISTANCE R40 FB NUMBER Cr EMBEDMENT TENON SHEAR DIAIETER9 ) 0 DIAMETERS 1-78" 5d 21 205 120 1-18" 8d 13/4° 270 120 1.1/4" 3314 12d 2•- ___ -280--- 120 i(�®N , 16 121 1314" 270 105 186 05 8° 18d 1-4" w 330 ,1'y�rwM1M1��t7 3" tOtl 1-38' 188 1>M 3$ib P.S.I. 2.3118° e" tBd 1-9/4" SW 785 1. 205 375W ?Q d i °sd 2,848 P.S.I. 3.93"0" 19d 1.304• 270 186 CON(:RE'TE"t - ffttff WNCRETE• 1-UB" Od 1-314" 315 176 1-7/8• ..- 8d 7 900 120 t.1 611181 2•iK" 12d 1-314• 318 175 3.3/4" 12d 7 405 710 ,n14 •®®® 2-12" - .- --1'3333--110-- 1bb 3.18• 1• 210 480 3• 16d 1.318" 186 118 5• 18d '---1-304•_. ._..M . ...8p .1 3.9N8• 19d1-314" 315 185 7 GROUT FILLED 3-Sfi6' 18d 1-314" 178 136 GROUT FILLED2-112' 8° 1Bd t-9/4• 230 370 �•OCK 2.12' 4•V7 24d 2-1/4" 220 195 BLOCK 2-14" 290 375 1• 8° 32d 1O 108 1-8118 0" 20d 130 140 85 7 1•TB• Bd 130 175 - HOLLOYItLOCt 2-118' 2.1AP 12d I-U4" 86 118 HQLLOW�.00K 3.118" 3-3M" 12d 1L1µ• 140 178.._ 8• 32d 85 115 ._..__ 8' 225 290 NOTE: NOTFa � *ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HEREIN ARE NOT VALIDFOR "ULTRACON ALLOWABLE LOAD CAPACITIES LISTED HERFANARE NOT VALID FCR Q CRACKED CONCRETE SUBSTRATES. CRACKED CONCRETE SUBSTRATE& t EMBEDMENT DEPTH INTO 2j846 PSI CONCRE M WITH THE YID BUCK 13 .+ LOCATED BETWEEN THE CONCRETE MID THE SIDE MEMBER •"EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR 1/4"0 ULTRACON HOLLOW BLOCK EMBEDMENT DEPTH DOES NOT 04CWDETHETHICIWE880FANYWOODBUCKS, ALLOWABLE LOAD CAPACITIES: ULTRACON HEAD W SPACING DIMENSIONS: DRILL BIT SCHEDULE: EDGE DISTANCE - NUMBEROP EMBEDMENT" TENSION BFIEAR •AI�H(IR - INCHEB AUUd6T q8 (�) tLB) HEAD STYLEHEAD twW rBR DRILL BIT 1.117 8d 1-314• 346 3/16•PFH 0.363• 3116° Y.'DIAMETER MCD UITAACON BIT _ 120 12d1-304'- 345 17_0 3/16•PPH 0.366" 1/4• •DIAMETER E.CA ULTRACON BIT v 15-01/4'166 PFH 0.4W 5/16• Ve DIAMEM 6LC0 U171LACON BIT t 4•. 18d 1438• 290225 1/4"TRIMrrr DA14° 2,848 P.S.I. 1.3W 400 2251. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THE CONCRETE• 1-1/7 8d 93K"-- -458 318-- 5/16•PFH 0.543° MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS AND 5116°UDRC0.695° THIS MAMI-RADE COUNTY,FLORIDA P.E.P .ANOTICE OP _-12d 1-314" 465 39D ACCEPTANCE. LEASTy� TRA N EM�p 2-12' -- - -- 1• 200 288 5/16•TRIMPIT oA14° 3. �(:LE N HO AT DESRtS ANR ANS L INS�TALLATIONNENT. OF 4• 16d 1.318" 16395 ANCHOR, 1.314" 476 44s HEX WASHER HEAD 4. ANCHORS DF4MOPEDSHALL ITSD DESIGN M BEFORE THE CONCRETE Has ORPE et 2-Ire 4' 18d 1.314' - 316 S. ANCHORS SHALL NOT W INSTALLED IN CRACKED CONCRE, HWH) DIMENSIONS: SUBSTRATES,AS DEFINED IN ACS 355.2. GROUT FILLED -112• • • • ••• • 2-12. 4• 18d 13F1" 230 260 HEAD STYLE ACROSS FLAT WASHER ••s • • • • • •• BLOCK 4•U7 18d 2.114• 410 250 • • • • • • • • g 1• 5• 24d 140 140 3/16•HWH 1/4• 0.35510 • •• • • • • • S • HIXLOVdeIUCiC 1 8d 11k• 140 100 114'HFH 5116° 0.625• • ••• • • • • • • • 2-12' 3• 12d 140 150 1/4•HAM 5/16• 0.415• 000 •• • • • •• e• 24d 1/4"300 SS CAP HWH 5116• 0.580' FRODUCTIGNIMMII-ECP-0001 5)16°HWH 5/16• 0.543• 9ommftO -ULTRACON ALLOWABLE LOAD CMACTREB LISTED HEREIN ARE NOT VALID FOR • • • • - • CRACKED CONCRETE SU89TRATE8,AS DEFINED IN ACI W52 5/16•HFH 6/16• • • • • • • • 1 EMBEDMENT DEPTH INTO 2,046 PSI CONCRETE.WITH THENOOD BUCK •• • • ••• • • • ••• • • 1j LOCATED BETWEEN THE CONCRETE AND THE SIDE MEMBER. • •• • • • EMBEDMENT VALUE LISTED HEREIN CONSIDERS FULL EMBEDMENT TO CONCRETE,GROUT FILLED BLOCK OR •• • • • • • • HOLLOW BLOCK.EMBEDMENT OEPTH DOES NOT INCLUDE THE THICKNESS OF ANY WOC O BUCK$ . . . . . . . . . . ... . . . ... . . e - MIAMI•IaADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3 t5-2599 NOTICE OF ACCEPTANCE (NOA) www.mInmid eae.eovleconemy ES Windows,LLC 3550 NW 49 Street 0000 Miami,FL 33142 • 0000 0000.. SCOPE: •• • •• V: •• . •• ••. •• • 0000.• This NOA is being issued under the applicable rules and regulations governin& tie use of co4structioq materials. The documentation submitted has been reviewed and accepted by Mia.UI ade Cogg%RER z•••• Product Control Section to be used in Miami Dade County and other areas whereVUv ed by MA Authorit54.:..• Having Jurisdiction(AHJ). 0..966 .... 00000 This NOA shall not be valid after the expiration date stated below.The Miami-DadoNvAty PradtLt Cantro> •••;• Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade,&VW)reserve the right •. to have this product or material tested for quality assurance purposes. If this product br maftW Vails td•"' perform in the accepted manner,the manufacturer will incur the expense of such lestA and the 0 0 may0••••• immediately revoke, modify, or suspend the use of such product or material within%eir jurisdictjon; 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 Hi Veloci DESCRIPTION Series 115000"Outswing Aluminum Casement Window—L.M.I. APPROVAL D CUMENT: Drawing No. W08-08, tit e - um Outswing Casement Wdw. (L.M.L)",sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05/06/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Smali M�mpact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla, Colombia S.A., model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed find 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 any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure o 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 NOAH 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 revises NOA#12-0820.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. ttt�ei: No. - 29.05PDADE COt1N7 Y Expiration April 03,2018 Ell F5114-115 Approval Date: May 14,2015 Page 1 9 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) •••• 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Cas;mqttf.Wdw"Cis M.I.)",•'":' sheets 1 through 10 of 10,dated 01/23/08,with revision E dated05/06/15,•krepared bX••;;• Al-Faroo Corporation,signed and sealed b Javad Ahmad P."0000 0000.. 0000 0000 . . B. TESTS • 0000 •... 0000. 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94.6:•': •"" 2)Uniform Static Air Pressure Test,Loading peer• ` •C TAY102-94 000*:• 3)Water Resistance Test,per FBC,TAS 202-14 6 : 6 6 0669:6 4 Large Missile Impact Test per FBC TAS 241-94 - %••6.6 • g 1� p � . . 0000.. 5)Cyclic Wind Pressure Loading per FBC,TAS 203=94 6 6 6)Forced Entry Test,Type`B"Window,Grade 10,per FBV2411 3.2.1,TAS 202-94 and per ASTM F 588-07 along with marked up drawings and installation diagram of series 5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-0419.01) 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,Type"B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-M along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-5336,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5U' Edition(2014),dated 10/27/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 -Wa1w.u-,0A42 - Manu PPOF4 AE. ' Product Control rami er -T NOA No.It .05 Expiration Date: April 03,2018 Approval Date: May 14,2015 E-1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS • . . .... ...... 1. Notice of Acceptance No. 13-0129.27 issued to EX DuPont DMenlours A Cb:,Inc. '• for their"DuPont Butacite®PVB Interlayer"dated 04/11/11.940 ring ori lVf 1116;*•*•, 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DgNolAours Inc.. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,Apivieg on N-1447.7. ••;••• ...... .... ..... F. STATEMENTS •• •• •••• •••••• 1. Statement letter of conformance, complying with FBC-511 E�iltiaoti 22014), auncl of nc3...:. financial interest, dated October 27, 2014, issued by Al-Faraoq GorporoUSA:signed....; and sealed by Javad Ahmad,P.E. •• •••;•, • 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295,Issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOANo. 11-0419.©1) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc.,dated 11/16107,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 48-11204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000"Outswing Aluminum Casement Window-L.M.I.,approved on 11/08/12 and expiring on 04/03/18. M Manuelp6A P.E. Product ContraEx Hiner NOA No.1 129.05 Expiration Date: April 03,2018 Approval Date: May t 4,2015 E-2 A SURFACE APPLIED —� 3• 4 FASEOPTIONAL 4 I t0 2S' 1�X57 1D ol u \ / \ / CAM LOCKS MULn PONT LOCK < LOOKING SMES POINTSALL fp LOCKING SEE CHART 3D D.L.OPO n 22SS O L OPG 0.L OPG $ V 35 1/4' UPTO AT SASH 35 7/8' 35 7/D' VENT WIDTH 2fi 2 VENT WIDTN VENT W@TH /I�Cj 7N� 4 WINDOW WIDTH �• 4 WINDOW WIDTH p 70' g SINGLE (x) DOUBLE (XX TYPICAL EL•EYATIONC ?s M SERIES 5000 0 ALUMINUM OUTSWING CASEMENT WTNDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2 RRR o a c RR APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COmBINAnONS OF CAsmT/CAsmT OR CASEMENT WITH SERIES 5100 FDCED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 000 ••i i i 00. i i ••• c o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • • B HURRICANE ZONE(HVHZ). • 1FtE�i�AN At t •&SMALL MISSILE IMPACT. °<m o o.• WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER •• Anil W KS ARi�IOT REQIIR�.• •• LOADS TO THE STRUCTURE. gSq ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS ' CNIL PRODUCTREVOW WePlodde O EMBEDMENT TO BASE MATERIA.SHALL BE wmo WALL.bRE9SId0 OR STUCCO. ru PE 705Yt m _ ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE `•; •:• :•• : HuIM WeDat1$ NOT PART OF THIS APPROVAL 152012 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • • MATERWS INCLUDING BUT NOT LIMITED TO STEEIAWAL SCREWS,TWJ •w• s• • • • drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SWILL MEET THE W08_08 REQUIREMENTS OF THE FLORIDA BLDG. CODE sheet I of 0 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DKBION TAAO CAPACITY-PAP FOR(K)SIM DMON LOAD CAPACITY-PW POB(n)MM 4 U vtm CAM LOm BN90ts mm MSL11 POINT LOCK IRM CAN I= BNDM BRA UM71 POINT I= GUM TYPES GLA88 TYPs Mm TYPB9Oun TY P86 mAM TYPES MAN TM GUM TYPES OL89 Ton Imaw DIM A.IL 0.D.B.P 'A' 'B' 'C',W.W.'P' BDOXT9 DIMS. A.D.C.D.A P 'IV w.'D','8.'P" wm HEX88 EXT.(+) 1NTd--) DQ.(+) 1NT.(-) PXT.(+) +NT4-) _4+J I INT(-) K4DN AEWIT EXT.(+) lur.() ENL(+>1 iNL(-) WX+) 1NT.(-) D2(+) 1NT.(-) O 18-1/8' 8&0 9810 830 8" 9010 9010 9010 9010 37' MO 8610 8010 8100 90.0 9010 90.0 m 28-1/2' 21, 930 830 a" 85.0 90.0 904 f.0 WA 63-1/8• 28' 830 830 OSA 8510 90.0 $" 930 0" 37' 06.0 864 830 BSA OU 9010 904 90A 74" 88.0 86.0 85.0 BSA wo 9" 90.0 90.0 42" 8510 85.0 830 85.0 904 9010 9010 90lo 84' no 864 OSA 8810 ODA 9010 90.0 90A 18-1/B" 830 8610 884 85.0 9010 9010 solo 9010 830 88.0 830 060 90.0 9R0 00.0 no z9-1/2• 8" 0110 Bao xso Solo Solo 904 900 as-1/B' eao B6o s3o mo s9 wo goo Solo Q 38-3/8' 38-3/8• v 37' 8810 86.0 8610 030 9010 9010 9010 90.0 MO 864 8610 86.0 90.0 904 9010 90.0 42• 864 BBA 8610 860 "a soo 904 no B4' 88.0 8010 BSA 8010 90.0 904 904 90.0 < 19-1/8' 850 8010 85.0 830 80.0 90.0 9010 80.0 37' Sa0 8510 86.0 8610 90.0 9010 904 90.0+ ; 0.0 h T -/8, 80.0 BSA w4 9010 90.0 904 00.0 63-1/8' 68.0 Bao 860 860 solo 90lo 904 9010 i0 0 Sa0 86.0 904 904 90.0 9010 W W1" 5810 SS4 8810 Sao 804 904 90.0 no 4Y 830 Ba0 830 860 90.0 904 960 9010 84' Bao 860 8010 8610 90.0 9010 904 90.0 4 19-1/8' 860 SSA 86.0 :0 904 9010 got 9010 37' 830 8010 85.0 830 80.0 90.0 9010 9010 28-1/Y W8610 Sao BB.0 864 400 904 90.0 2" 86-1/8• 782 78.9 las 782 769 7a9 7a9 782 37' 88.0 830 86.0 8610 wo 9010 BOA 90.0 74' or 87.7 87.7 87.7 87.7 87.7 07.7 07.7 67.7 42` - 90.0 90.0 84' - - - - - 00.8 602 19-1/8' - - - - 904 9010 37' - - - - - - 88.9 83.9 20-11Y 74-1/4' _ _ _ - - ODA s04 63-1/8' 74-1/M _ _ - 472 47.2 37" - - - - 9" 90.0 74' - - - - 40.1 40.1 19-11O' - - - - - 80.0 90.0 37" - - - - 59.6 89.5 28-1/2` 78' - '- - - - 90.0 90.0 63-1/8' 78" - - - - - - 13.9 43.9 31r - - - _ - 85.4 86.4 74V - - - - - - 37.2 37.2 L) y 24' OSA BSA 85.0 864 9010 80.0 90.0 904 48' 05.0 86.0 8510 65.0 90.0 904 mo 0" � od 28' 88.0 060 8610 860 80.0 904 90.0 ma 56' 8510 86.0 85.0 SOO 90.0 90.0 9010 90A 3Y 1, 8010 8610 8S4 860 904 00.0 90.0 90.0 84' 830 860 85.0 860 9010 no 0" 9010 q 38' 830 88.0 8510 83.0 90.0 90.0 0010 90.0 72' 48" 8" 86.0 830 8010 LOA 90.0 0010 80.0 #Z 0!$ 6.0 M�{� 40' 854 8" 8 860 no 004 00.0 80.0 Or Ba" no a9.0 9010 90.0 904 00.0 90.0 O M 1 4Y 830 85.0 BSA 85.0 90.0 804 9010 90484' 8510 Sao 864 m 90.0 mo 9" no _y 010166 24' 830 85.0 85.0 830 804 9010 90.0 90.0 48' 88.0 BSA 830 85.0 90.0 904 9" 80.0 �i 28' 864 MO 854 86.0 80.0 904 00.0 $" 58' 88.0 85lo 884 860 00.0 90.0 80.0 90.0 oi QQ C 32' 830 0510 90.0 85.0 9" 904 904 9010 84' 864 85.0 WA Ga0 90.0 90.0 90.0 90.0 39' no 86.0 8010 8010 90.0 90.0 90.0 90.0 72' S4' �.0 90.0 90.0 8010 90.0 90.0 90.0 90.0 40' no 88.0 8010 8010 904 90.0 904 00.0 8D' 8010 85.0 90.0 8010 90.0 0010 90.0 WA 42" 830 85.0 BSA 8510 9010 9010 9010 90.0 84' 8010 860 8010 850 904 9010 90lo 90.0 24' 060 8510 8" 0&0 on 90.0 9010 9010 48' 8510 90.0 Bao 8010 90.0 90.0 9010 90.0 pp 28' 85.0 Sao 8810 85.0 9010 9" 8010 90.0 58' Bao 8610 9010 mo 904 Sao BBA 860 9 32' �. S&O 5510 8610 85.0 9010 90.0 90.0 9010 84" 78.3 763 78.3 79.3 7a3 79.3 79.3 79.3 66 38" 80.0 864 90.0 8Q0 9010 0010 9" 90.0 T2' 90" 72.8 72.8 724 _722 7210 722 72.8 728 M 40` - - - .• - •. 9010 90.0 80" •. - - - - - 8010 884 S 4r - - - - - - no mo 84' - - - - - - 882 88.2 24' BSO 854 9010 86.0 no 90.0 90.0 80.0 48' 74.4 74.4 74.4 74.4 74.4 74A 74.4 74.4 � 28' 830 90.0 8610 88.0 900 904 90.0 90.0 68' 86.1 0011 90.1 90.1 GLI 86.1 Wi Oat 32' 68' s" 80.0 864 8510 9010 90.0 9010 90.0 w �, 58.3 6013 663 88.3 90.3 68.3 5" 59.3 O0.0 90.0 72" - - - 632 532 NOTE: 90.0 90.0 or - • -• 0-0 r • ♦ 49.4 49.4 GLASS CAPACITIES ON THIS SHEET ARE 2+' - - - - - - o" Sao 45" - _ _ 504 Sae BASED ON ASTM E13O0-O9 (3 SEC. GUSTS) o _ AND FLORIDA BUILDING COMMISSION g 28' 7r 9010 o" w A ~ 0-0 • • - 49$ 499 DECLARATORY STATEMENT DCACS-DEC-219 s2` - - - - - SDA 90.0 B4` 7Y •_ •J u • •_• u 44,2 44.2 38' - - - - - - 90.0 =a 72" - - - - 402 402 9`p( - - - - - BOA mo 48' - - - - - 4a1 4&1 F Mcra MAD -cmu;PRODyftw BID7 ^� Y 28' 78' - - - - - - 90.0 904 Or • - - - - 4110 41.8 MAA 70892 �� 0 32° - - - - 90.0 904 84' 7{ -• - - •-• -• • • 372 Act Ro r $ - - - MA 85.4 72' • -• - 44.• •_• _• - • AA • •• • • • • • • B7 •• • • • ••• • 11ABBI Pm" draxing rm. ao)a wos-os 9ne� 2 Grlo ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 1/8'HEAT STREN'D GLASS 1/8'HEAT STREWD GLASS .080 INTERLAYER 090'INTERLAYER Z BUTTCTTE PVS BY'DUPONT' SENTRYGLAS BY'DUPONT' F 1 �1/8"NEW STREN'O GLASS 1/8'HEAT SMD GLASS SILICONE SILICONE SILICONE CO D09EI CORNING 795/983 DOW CORNING 796/983 DOW CORNING 796-151 IL 11 it tvd� 1 5 AT 1/4 POINTS ON LITE$ WIDER THAN 38' GLASS TYPE 'A' GLASS TYPE. 'D' ALT. GLAZIBIG OPTION SETTING BLOCKS AT � THESE GLAZING STOP CAN BE USED Wk1H N011CK GLAZING em LEO TO CLEAR BLOCKS GLASS TYPES W. 'S', 'C' & V. "NEAT STREN'O GLASS 80/32'HFAT STRENb GLASS OR 8/32'TEMP.GLASS 6/32'TEMPAl: S rrll�z 1/4'AIR SPACE 1/4'AR SPACE dN h 5/32'HEAT STfffEI'D GLASS 8/32"HEAT SiRENb GLASS 1/8'HEAT STRENb.GLASS 1/8'HEAT STRENb.GLASS AN INTERLAYER .080'INTERLAYER .090 INTERLAYER 080'KrERIAYER Z li BUTACITE PVB BY'DUPONT' SENTRYGLAS BY'DUPONT' BUTACITE PVS BY'DUPONT' SENTRYGIAS BY'DUPONT' N 1/8'HEAT STREN'D GLASS t/8'INFAT STREN'D GLASS 8/32"HFAT STREN'D GLASS 8/32'HEAT 51 'D GLASS sm. SILICONE SILICONE taM�� DOW CORNING 795/98.7 DOW CORNING 795/983 DOW CORNING 795/983 p: SILICONE NCORNIdG 798/983 O it a .� 11 11 I: iv tf f I r Is I r� 2 AT 1/4 POINTS ALL SIZES v GL6SS TYPE 'C' GLASS TYPE 'D' • i • • GLASS TYPE 'F' SETTING BLOCKS AT INSUL LAM.CLASS • •• • • • • ••• • NOTCH GLAZING WAD LEO I .Ojai. • • • • • • • • TO CLEAR N=XS GLAZING 0 ! _ PRODUCE R8VISBD .'. 'J QUAU:Y FOR.S'M M MIS h.WAX RATING AaognmaoP - a •�� FXTERiOR•Pt.'=0:GM T1fTJS.'E.*&*' BE MUST TEMPERED. rat Daft. •• • • • •.• • 4 S 2015 By ProQuY dTGWITig "°' W08-08 A. sheat 3 of 10 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TMCAL AWIORs , SEE a".FOR SPACING TYPICAL ANCHORS S TYPHCAL ANCHORS 11-0-tul SEE E.FOR SPACING SEE EIEK FOR SPACING 1BY t E 01ST. (MOOD BUCK � I METAL tt/16Ke o,.. ;Z..••. EDGE S1TtUC11fttE MIAMI-DAD£COUNTY APPROVED pt � •-t .a' d 8 d. ,s: e •a,. MULLION&MULLION ANCHORS EDGE �. 4 ° EDGE SEE SEPARATE NOA DIST DIST. 4 t A a 5 6 SFE E FOR SPACWNG " g i 2 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS e MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ! AND TRANSFER THEM TO THE BUILDING STRUCTURE. &4 II. � ii ICAL ANCHO sEE IIEV.I�sPACINc r !' 1/4 DIA. UIMACON BY'ELCV (Fudtn KSI.Fy..1O6 , 53 I STRUCTURES �} 1-1/2" MIN. PENETRATION IMO WOOD o THRU 1 BY BUCKS INTO CONC. OR MASONRY !' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY C M DIRECTLY INTO CONC. OR MASONRY zxM 1 1-1/4" MIH. EMBED INTO CONC. OR MASONRY z121 n 914 SMS OR SELF DRILLING IN SCREWS (WADE 2 Cts) f INTO MIAMI—RADE COUNTY APPROVED MULUONS (MIN. THK. _ .090') J, M z o L INTO METAL STRUCTURES STEEL ; 12 GA. MIN. (Fy = 36 KSI MIN.) y ALUMINUM : 1/8"THK. MIN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPI M EDCC DISTANC ° 19 TRUTH INTERLOCK INTO CONCRETE AND MASONRY = 1-1/2" MIN. ° S is INTO WOOD STRUCTURE - 11/1W MIN. INTO METAL STRUCTURE = 11/16" MIN. $ $ 2t _ WOOD AT WAD,SILL OR JAMOIS So- 0.55 MIN. �S CONCRETE AT HFA% SIU.OR AM Pc d 3000 PS MIN. se B 3 •• • • • C-90 HOLLOW1F LLED BLOCK AT JAMBS I'm R 2000 PSI MIN. •• • • • UP O a m V o m 17 14 t • • • • • • • a EW JtM AWN I ` cm YNODUCL'REVISHD 4'°..• n...p••,. . •ern °.a o. 'a • ••• '} :•4os• •..: FUS 70692 Gtmnptykgw^hbdw14Ddh o •_i a\. • • • •. >ti•D•\ •�• • oma• Hnhdin9G� Q �T $ AcceRpalwamo • •• • i • ti • " _ WPM ANCHORS EDGE dSf. BY SE ELEVTfPKAL�F'OR�SPACINO •• • FDGE DIST. •• SEE ELEV FOR.. sPAcwG M W08—Q8 Y 2015 9ne•t or 10 • • • • • • • • • • 3/16*MAX. SHIM © O „4•VAX. Slim,er Z 8 TYPICAL ANCHORS 3 I S1SEE ..4YOW BIM FOR SPACW6 .. CAV .,.r P 8 --_--"__ SCREEN OFT- 1.iA- b C aYmcAL aaXxoRs V�TAI 8 14 9 e f3 8 EXTERIOR 4 v SPACING4 STRUCNRE 0.4 OPG. vENT MOTH MULTI POINT LOCK OPTION .CAN LOCKS OPTION WINM yam SINGLE VENT WINDOWS i/4'SNDA N - A>< © O - C WOOD 1M MAX 3 6 SHMIS ' ANCHO 1/2• --_—�"_ SCREEN OPT._ _ ------ __—__ ° MCAL SEE�� v � ACING 2 Li IYPICN.ANCNORS4 9 13 8 Y POR SP M t 8 DA-OPG• 7 EXTERIOR M OPO. .•.a -- VENT WIDTH VENT WIDTH .''•.r• $ $$ DUAL•VR4.'IMUO&S: i•• •• Fier:dI�AHVAO PROD9ICTREVIS19D •� • ••w • • • • RA.PE mm asC0 AftwkhN.PkYI� o • • • • • • • • • • C'A'N' &dldmgame � as • • • ••• • • • • • aq tm! ' • •• • • • • • • • •• • • emDde /$ a ••• t• f ••• ••t ••• BY drawing n0. Y 2015 was—a8 snit s a p . . . . . . • . . . • .. .. . . . .. .. TYPICAL TYPICAL ANCHM ApNG EDGE SEE ELEV.FOR DISTMETAL MUNE-RADE COUNTY APPROVED F ' STRUCTURE SEE SEPARATMULLI E NOAON ANCHORS D EDD DIST.• .. "> EDGE •Q� r DIST. ' T aye YY�ii V T V ALT. g�F ICAL ANCHORS SEE ELEV.FORG i3 g cell v � 1/4'MAK. ffi ALT. z66 a'• V1 US LaM�� •• ••• . . • . . •• TYPICAL 0. � d ALT. y� t i ••t t t t t t MR:SEE ELEV.FOR SPACMam mm R Y r 'u v CNG• PRODUGTRHVMW '•7 ;,. • ••• • • • • CAN. D Idws YYpbOTolTfa ' i �, • • • • • • • • • • p / .OgB b tyPl ANq{p� •• • • • • • • • •• • • SEE ELEV.FOR SPACD10 • •• • • • • • • drawin EDGE DIST• •• • • • ••• • M il ProdoN Cc*c 9 �• ST TIO P AD O POTS W08-OH sheat g of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.1zs- F-:- s1a M Z 3.0301 .900 z.o912.a3o 1_ .080 W .891 � � $ ti Ue SNUBEER $C 1 2 3 4 �Q� g 0000 FRAME -1 �+-.329 ° ,9aa9 � �3 .060 082 '837 1.878 2.e�6 k .�2 9j GLAZING STOP(lAbl. GLASS) .720 135- 050 355 9 8 7 8 VENT' .805 �� CVS 1.083 ¢�`r g� 3.873 GLAZING STOP (INSUL LAM. GLASS) o s 1 1.188 � ���� �{ .147 �1.898--y O y .326 1.088 .052 tg 2.126 •� .803 =2 .600 -lig 0 ® .637 ® L083 .860 1 1.196 GLAZING STOP (LAM. GLASS) GLAZING WE ®FLUSH FRAME AWTER 666 ® I+� 1.000s y� -�{ 1.000 p- -�{ I••• • • • •'!' •• w"M 09 1.030 {� .336 • • ••• • • • •.120 • •• • • • • • • I� .12s .12! • • • • • • N070N • ••• • • •• OPTIONAL sow 3�0 .125 2.750 ijy�p dwo me PRGOT7Cr } c 1.844 t88 • • •2t>On • • CW FIA a 7M Qa rosv�m • • • • • • • • Aopp9� M .� � Lg y .338 • • • • • • • • �• 3 $ 79a •• :• • • 3. • • • Dy drowtng 1 X 31 X 3 }� Wog-Q$ Q IMPOST STIFFENER Q CUSTOM MULLION STD. MUWOH ® MULLION CLIP sheet T of ••• • • • • ••• • • 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rm PART i QUANTITY DESMffiTION MATMAL MANF./BUPNM/R=A= �( 1 ES8001 1 FRW HEAD 8083-T6 �f 2 FS5001 1 FRAME SRL 6063-TB 3 9=1 1/VENT FRAME dAMa-HMGE SIDE W83-T8 4 ES5001 1/VENT FRAME mm-mcm SIDE 6003-T6 7p S MM 1/VENT VENT TOP RAO. WW-TB 6 ES= ,/VENT VENT BOTTOM RAIL 6083-T8 - 7 ES8002 1/VENT VENT SIDE RAI.-HINGE SIX 6063-TB a ELI= 1/VENT VENT SIDE RAR--LATCH SIDE 6063-TB 8 E55004 2/VENT SNBSHEIM 2-1/2-LONG 6063-TO 1qI E51103 A5 READ. GLAZING BEAD(IAM.CLASS) 6083-78 101 - AS REED. MAZING DEAD(MIL LAM.61m) 6053-78 1oC ES700a AS RECD. GLAZMG BEAD(IAM.(PASS) 8063-76 - Q 11 27-428 AS RIiOD. GLAZING GASKETit FPDM OUROMEM 80 SHORE' dj G 11A ES7010 AS READ. GIAZNO WEDGE SOFT PVC CUROMETER#0 SHORE•M 12 - As FRAME&VENT ASSEMBLY SCREW - #10 X 1-1/2•PH SMS gg d 13 - 2J SIR SNUBBER INSTALLATION SCREWS B8 x 1/2•PH SMS Tq 14 Em AS RM. OUTER WEATHERSTRIPPMO{PWY.YPRROPnM BASE.WE BULB) - OUROMET£R 85 SHORE'A 18 EGOS AS READ. INNER V"THERSTRPPING EPDM DUROMETER 60 SHORE'A 16 P440-SS AS RECD. COIaJER LOCK ST.STEEL SULLIMM&ASSOCIATES 17 301SS 2/VENT 4 BAR HINOESn -HEAW Wily - TRUTH HARMW 18 - 3/HME HIM MOEINIMO SIRENS AT FRAME - 810 x i/2•PH SMS T8A - 4/HINGE HOW A10UNTINO SCREWS AT VENT /10 x 1/2'PH SMS 18 23 SERIES 1/VENT SINGLE ARM OPERATOR(AT 8-1/2'FROM ENDS) - TRUTH HARDWARE fA 19A NOVA 1/VENT SINGLE ARM OPERATOR(AT a-1/2'FROM ENDS) - INTERIM ¢j 20 OPER tX�ERATOR MOUNTMG SCREW - #10-24 X 3/8'PH SMS J 20A - a/OPER OPERATOR MOUNI010 SCREINS - #8 X,/2•FN SMS J 21 30178 s/OPER. t3-3/a•LOFK3 7ItAC)C Sr.STEEI. TRUTH HAROM 21A - 1/OPER. Cf'ERATOR TRACK ST.STEEL INTERLOCK NN�� 22 - 2/TRACK TRACK MOUNTING SCIg1FS - X10 X 3/8•PH SS SMS 22A - 3/TRACK TRACK YOUNUNO SCREWS - B8 x 1/2•FH SMS 23 AS 3 Z - RECD. 1x3 CUSTOM MUWON 6063-T8 23A - AS RECD. 1X3 STANDARD MULLION 6063-TB - Q 24 - AS REOD. MUU.ION CUP 8063-_T8M 25 27-372 2/LTTE SEITNO MAM 7/18'x 3/ta•x 3-1/Y LONG IDDM AT a•FROM EAW ENO,OUROMEIER 75*5 SHORE A LdLd 25A - 2/LTTE SETTING IXXK,5/16'X 6/8'X 4•WHO EPDM AT 6'FROM EACH END,DUROMEIER 75*5 SHORE A 26 - S/LRE TAPE SPACER(1/4'X 1/27 FOAM AT S•FROM CLASS ENDS 30 - OPTION& 5/16'BOX SCREEN 33 OWN 4 VENT ANTI SAG SKATE,2'LONG NYLON/CB-CON M&M PLASTICS � 34 - 2/SKATE SICATE MOUNTINO SCREWS _ g6 x 11•Pma 38 tS5003 1 IMPOST 6063-T8 37 FS3010 AS ROD. IMPOST STIFFENER 6083-To 45 CLDT-0300 - MULTI-POINT LOCK MECHANISM NTEIBpOK 46 - LOCK FASTENER PLATE 47 - 2/LOCK LOCK FASTENER SCREWS THRFAO FORMING 40 t-2250-XXX - S wP ON SER •• ••• • • •• SEALANTS: • - a 46 ,-Soso-xbc - SNAP ON HAKDLE _ ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS g g g - - GUIDE(ACETAL) • •• • • • 000 • SEALED WrrH CLEAR/ALUMINUM COLORED SEALANT. 51 - - KEEPER(,MX:TAI) 52 - - LACK BAR(304 ST/ST) .. . 53 ES-80,7 AS READ FLUSH FRAME A64PTER 8083-75 OPTIONAL n9n 4WD Ai pRpDUCt RgVlggp 3 54 - ,/veNr LOCI4KG IwNINE - SULLIVMI&ASSOC Fu r as a°�P1Lt1dBItLaFfolltla S - 3 55 - 2/VENT LOCKING CAM(AT 11-1/2'&50- CIVL 1/2•FROM & CAN. Fb! - 58 - 2/LOCK LOCK MOUNDNG SCREWS • • • *00 g.WI2 x 1/#PH MS• • m1m Unto 57 E30013 ,/VENT LOCK HANDLE/CAM CONNECTOR _ 1/ x /2" • 4 4496Q� as ESWL 1 2/BAR CONNECTOR SCREWS •• • _ • ml M • drawing rw. 5B (S-2=--SS 2/VEMr KEEPERS(AT 12•&61'FROM BOTTdQ ST STEEL SULLIMN&ASSOC. SA•Y Qj5 X08^08 80 - 2/KEEPER I KEEPER MOUNTNO SCREWS - #10 X 3/8•PH SMS LTltt ah6et 8 of 0 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • x e FRAME: CORNER • •• • • • • ••• • �4.00. •• ••• •• • • • •• Ern J AD AH AD 12 R qyp, PROlR7C1'RBVI3BU • ••s • • • • E 17 2 � wflh Qro Plurtds S An„ding owe IMPOST CORNER i i i i•• i i i • • ^ com 5.0129.0,5 •• • • • • • • • •• • ZAY °� 18 a • •• • • • • • •• • NT•CORN_ •• • Asmw Wda drawing rro. 5 W08-08 shoat g of p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CAPACM-PSF 1=011 WAD CAPACITY-PSF 12 a I Y S 1 1 9 1 S a CLIPPED cU8 MO Timm DINS. 6 emu= MULLIONS WINDOW DIN& m umff) u BUI2. 1D. N. 7°H NDI.L EXL(+) E%T.(+) aF(+) wum(71)LENOTH(L) wrd-) W.(-) vex(w)1ENmN(L) wr-) wr.-) // F \\ // G 26-f 2' 30' 90.0 $0.0 3Y 90A 4 38• 90.0 90.0 4Y 90.0 90.0 4Y 90.0 90.0 45' SB' 90.0 90.0 46' S4• 90.0 90.0 00.0 54' 80.0 80.0 53-7/8' 90.0 1,90.0 80• 900 90.0 804 90.0 62* 80.090.0 Wt W2 Wt (iGG�/l� A 26-1/Y 90.0 90.0 30• 90.0 90.0 1 QQ 3Y 90.0 90.0 38• 90.0 90.0 W4,g 4Y 90.0 904 4Y 90.0 90.0 -------- Iw==eel--� v---- - t dFY� d d d 45" e3' 9DA 804 48• 80' 8 0- 90.0 48• 80A 90.0 54' 90.0 90.0 / I n / d LL } 53-1/8' lIQA 90A 60' 90.0 90A / G II d G n d 9 82' 904 904 eY 90.0 90.0 p % p 25-1/2- 90.0 90.0 30• 904 9OA \\ G 37' 90A 90.0 36' 90.0 90.0 \ p V I \ p 45' 825 904 42' �, 900 �.0 \ d d \ d v » 74-tJ4' 78.8 90.0 48' 90.0 90A N 48• 78.4 897 54' 904 90A eeemnae �___====a.j '75" appQaso.A qQ aT-1/a 7tA 89.2 59• 904 90.0 Wl W2 A4W2 W1 YI'2 26-1/Y 90.0 90.0 30' 904 90.0 37• gas Sao 36• 904 90.0 TYPICAL ELEVATIONS 4Y �, 72A 904 42' 72• 90.0 800 SIDS BY SIDE VDIDOVS 4a' 69.7 9oA w X4 90.0 SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 46' 99.7 e7.e 54 78.4 Sao 2 3/4' 1/Y 51' 87.1 84.2 3M 90.0 no 4 WIDTH (�) m Wl + W2 S ^ 36• eat soo 2 az' 76• TB.490.0 M7 87.4 NOTES• s• 67 t 1i42 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2- FOR CASEMENT'WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA TYPICAL ANCHORS •¢• 4. LOWER VAUIES FROM STETS 1.2 OR 3 WILL APPLY TOSEE PER CLPg4 EDGE DISTANCES FOR MULLON ClIPS ENTIRE SYSTEM. FOR DESCRIPTION INTO CONCRETE AND MASONRY a 2"MIN. c INTO WOOD STRUCTURE a 11/16' MIN. ° INTO METAL STRUCTURE - 11/16" MIN. CASEMENTF S�� C�t� l ES 5000 © �$ SERIES$100 CASEMENT WINDOW I=VANDOW • • • • • ° m u a w Enw-JNM A D •1 0 CML PRODUCT REVMD RA.PE--' -' • • 4MA ; BWIdfnS[7udewtl61601+ 'o .. � • • • • AcaaDmnwa mNo •• OR• • • • • •• • • EXTERIOR *ux WINDow+worth W � !• RIII>dw wIAH Ynlaoow Wmnt drawing no. CASEMENT TO CASEMENT MUT3.tnN tT To FIXED IIUL1tON W08'-O8 9l,rret 7 0 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •