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RC-12-803 r Miami Shores Village YZ El C dT"'�'I Building Department JUN 2 8 2012 10050 N.E.2nd Avenue,Miami Shores,Florida 33138r`�' _ Tel:(305)795.2204 Fag:(305)756.8972 - ----- INSPECTION'S PHONE NUMBER:(305)762.4949 -7idbING FFBC 20 Permit No. 1 ��' IdO5 PERMIT APPLICATION Master Permit No. Permit Type: - BUILDING ROOFING JOB ADDRESS: 2- 9 city:/A%MI Miami Shores County:J)Udfl' Miami Dade Zip: GS/3 Folio/Parcew. Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): l=am l1 I 1 Phone# Z��2 00 city: 1g x i`d'" So L)1-0S State: L' Zip• '33 1'3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: 60YL S4U G � (_ Phone#: Address: City: ►n 1A4ty7r State: C— Zip 3� Qualifier Name: -cn T�6TC4 Phone#: Y?-ZS R� b State Certification or Registration# G L CSD L+g 7_ Certificate of Competency#: Contact Phone#:`1.Vp -Z s9 - --?,S -7(3 Email Address:GY 6041c+_�► (� _ff- k7 k DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace ODemolition Description of Work:_ C-A-t4KI 7C 0a 1 MAC-1 Lc"z Color thru tile: Submittal Fee$2 Permit Fee$ I'S •00 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ . 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 CONM1ENCEMENT 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this �� The foregoing instrument was acknowledged before me this day of,�,20 rZ by 9L"7/a 'SAN-TCL, day of 5 x_ .20 L by '"5t� s who is personally known to me or who has produced—Q-,I who is personally known to me or who has produced i t7,> As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ��y5 p F Sign: A (@ ''�� Sign: 45�) ?ti :m •�•3. ` - Print: 1?", 71 'cP Print c My Commission Expires: _ �o �` O� :w _ My Commission Expires:CD !0 ��per•. OJ04� �• \� /////l 11 l 1111\I00 skiskskdssk�dagasIa�aS�akd+ak��4+�k�k�kdafiails�k�kak�k ds +I��hakd�k+Rsksk��sk$a�Cdakdsds�sksksksIs�k�kaksk�R+ksksk$askdwksk+ksksks��kd��kak�k�kak�k�kHs�I:+k�kskskBsHagaskaksIask�k�kakok8�sk�ksknk�k i APPROVED BY I j1 Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) W) C4 V ��-- Miami Shores Village _ Building DepartmentCC EDE 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 w , Tel:(305)795.2204 Fax:(305)756.8972 L114AI VG 0 `4, 12 INSPECTION'S PHONE NUMBER:(305)762.4949 I �� FB 201 B ING Permit No.I__ PERMIT APPLICATION Master Permit No.'C-S _1 2-"%®S Permit Type: BUILDING ROOFING JOB ADDRESS• ^� h ca qc— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): w 2 5 ES 0— hone#:&4 „" 3�'� Address•_ .Z �`b (e L OL;t—�� city: 1 AAA) *rl* State: 7�p; Tenarift,essee Name: Phone#: Email: CONTRACTOR:Company Name: t,`v->-°C.ons4r(l " Phone* Address: V E` c(S to q City: State: Zip:` Qualifier Name: a S Phone#::7711, D State Certification or Registration#: 9 so Certificate of Compp p-e1pncy _ Contact Phone#: Email Address: t7j r DESIGNER:Architect/Engineer: FJ&TA -To I f 0�s Phone#: Value of Work for this Permit:$ �� ` 190 Square/Linear Footage of Work: Type of Work: UAddition DAlteration ONew ZRepair/Replace-, I ODemolition Description of Work: 1ZQWD"!V. �`c$�Lz'c z LU M A S 01+h�a l ro V 14 r Wr OU AA 6vi Color thru tile: � �+�xn��e��eFeeSn�e��x��a��+s��xx�+��+�� Submittal Fee;9!777Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ ` Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(Tapplicable) Mbrtgage 1,6ft's:alddress City State p 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 chment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspec ' which curs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t be app d and a reinspection fee will be charged y Signature, i tureSignature Owner or Agent Contractor '1 going instrument was acknowledged before me this The fore o' instrument was acknow edged before me this ( v 20E -day20Y rsonally known to me or who has u who is personally known to me or who has produced—( LAs identification an o did take an oath. as identification and who did take an oath. $SOT Y PUBLIC: NOTARY PUBLIC: Sign: o C < <' /moi I Pant: �_ i ca m Expires: 7/ � �RyN � ca\•5 My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village g SEP 0 'ZO2 BuildingDe art pme nt 10050 N.E.2nd Avenue,Miami Shares,Florida 33138L - Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 BUILDING Permit No. 7 ��- PERMIT APPLICATION Master Permit NO. �� `� FBC 20 ID OWNER:Name(Fee Simple Titleholder: l I y-. C Q\,"- Phone#:2jLI 1 -(94 Address: S(Q Z V\jC?, 01 0'-S City: IuA 7' 10 S State: 1. __Zip: v l 3. T Tenant/Lessee Name: 7-7 Email: JOB ADDRESS: Z 2 City: Miami Shores County: Miami Dade 7jp: Folio/Parcel#• Is the Building Historillay Desiguatedt Yes NO Float zone: CONTRACTOR:Company Name: ` tum t C Phonek Address: O S C"3 [,±s City: State: zip D5 Qualifier Name: � �!��40 P4-1 n6 C, Phone#:�� G Gd ®D® 0� - State Certification or Re' stration'#: 1P� .� Certificate of Competency'#: Contact Phone#:7 � 1 f7- Email Address: DESIGNED:Architect/Engineer. Phone#. Value of Work for this Permit.$_ J,q(0d-0(3 $quareAUnear Footage of Work: r Type of Work: DAddress DAlteration DNew ORepairMeplace OD 'tion Description of Work: T pw p r t i;�W,.g7sl:.7!i$-stlN;�,`�E ��ip�kSA$k*. &RKak4a1!�Quh$$�kk�kdeda?k$FieeSW$&$R1b�k>rk$9ds$RQ#kR�R$*kd8add�k*k+k$:$k�$$ukd�ikk4k Su ee ermit Fee$_ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$. Training/Education Fee$__Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 ELF.CM, .CAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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. drWARNING 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 o s seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ved a reinspection fee will be charged. SignaSignature-4—'p ture Owner or Agent Contractor The fore oing ins meat wasowl efo e e foregoing m ment was.acknowledged before me thi$2/– day of ,20a by day who is rso 1 known tome or who has produced who is p onally known to mor who has produced I `L-J" As identification and who did take an oath. as identification and who did take an oath. NOT P LIC: r NOTARY PUBLI Z j"� Sign: S Print' OSP• e1ti aPrint' My Commission Expires: Pop °�,�G��\yyo�r�a��° My Com 's ' -SW of FWW ,.';;��'.•.,,�`� G°F,�'i`�� . My .Ett�MN t�27.8018 s° •. • aca N K 183638 APPROVED BY �V Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores villageSEP a 5 , 12 Building Department , 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 FBC 20 k-� -72 BUILDING Permit No.r�� -2�- 9 PERMIT APPLICATION Master Permit No.p Permit Type:Electrical JOB ADDRESS: 3 � y City: Miami Shores County: Miami Dade Zip; Folio/Parcel#: Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): CAVO 1 .15 C E2 Phone#:CIS q--q S-7"1 cl I Address: 19( 'Z V-)C C[Z City: JA' 1 State: Z;p; sli3s TenantlUssee Name: Phone# Email: CONTRACTOR:Company Name: W l hone#: '900 l 11111 Address: t I MIT r `?, City: State: P , 1`' Qualifier Name: ff" ff '' State Certification or Registration# e C 1-3 C'0 4 6�I Certificate of Competency#• Contact Phone#: 40(-� 5-x5- a oo y Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ Square/Llnear Footage of Work: OD SQ/4 Type of Work: E3Address DAlteration DNew ORepair/Replace / DDemolition Description of Work: cTA- Q l0 c,�w Y-e-L (UO Z &vl d 74..., D IV�Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 juriisdiction.- I understand that a separate permit-must be secured for-ELECTRIEAL WORD PLXTIVS114,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to tachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspect' hi occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will a ap oved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The for o' gin ment was o 1 efor this a foregoing instrument was acknowledged before me this a'' day of ,20�by day of Au- v 5i– 201-,by w s so g]1 known to me or who has produced who is personally known to me or who has produced A identification and who did take an oath. as identification and who did take an oath. NOTA Y IC: r NOTAR ERNESTO E REYES MY COMMS Sign: �e tip' �� sS° Sign: e Print: �PJ�odes� o�,�yP Print. My Commission Expires: ��`a�,o��ssr�aMy Commission Expires: dask�kaksh$edaskfkkds$akskda sk$kd+1<k $esgk+kok$$DkskdsNs$gs�sk�9aktk�IalaR$$dedk+k+kik$askskKkR$k�d:kkAA$k'kkkskd'k'kskekiksk'kk9kA� APPROVED B ' Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) From., 06/29/2012 02:28 #253 P.001 /001 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 06/28/12 THIS CERTIFICATE IS ISSUED ASA 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 policypes)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(a). PRODUCER CONTACT '----' -' --•- .�Iy4ME: Luca Estrella Accurate ; PHONE 3.. (305 226-8727 Fat -I9/c.No _......-----. ---._ _ �►sl.__(305)226-8767_ 8300 West Fiagler Suite 114 E-MAIL luclaostrella@bellsouth.net _.— Miami,FL 331 $ _ —_—_INSURER S AFFORbpVG COVERAGE NAIC S 72 28- 05 2hone 3 P387 _ _—. _..)—_—......_.. ... Fax (305)26-8767 _. ' INSURER A: Accident Insurance Co. _ INSURED :-INSURERg__._Guarantee Insurance Company E.R.Construction Inc ; INSURER c: +- 8261 SW 91 Street WREa o_ Miami,FL 33156- (786)258-3570 tNsuRERE:_..- ---..----- -. —._.. 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 i 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. IN3R, .. — ADDLISUBR- POLK:YEXP .-- TYPE OF INSURANCE POLICY EFF _._-- -..POL{CY NUMBER.. —_CM�4P[YYYYI i fMMND/YYYY __ Llhtn 3 GENERAL LIABILITY i I j E6CHQ,CCURRENCE T$ 11000,000.00 i Q COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED I PREMISE S-Lgs�rrencel. $ 100,000.00 A ❑ ❑ cLnlMs-MADE © occuR t CPP0001190 MED EXP(Any one person} i $ 5,000.00 ~I 02/28/2012 02/28/2013. ❑ I PERSONAL BADV INJURY Is 1,000,000.00_ j ❑ — j I GENERALAGGREGATE_$ 11000,000.00 ' GEN'L AGGREGATE LIMIT APPLIES PER I PRODUCTS-COMP/OP AGG I $ 1,000,000.00 © POLICY _O..JPRO- LOP I $ AUTOMOBILE LIABILITY I 4ZONSINED SINGLE LIMIT ❑ ANY AUTO i BODILY INJURY(Per person) $ i ElALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per awdentl $ ❑ ❑ HIRED AUTOS ❑ AUTOS PROPERTY AMAG£ --$ ❑ UMBRELJA)JAB ❑OCCUR 3 EACH OCCURRENCE j ❑ EXCESS LLAD ❑CLAtms-MADEI I ! -- � AGGREGATE __. ❑ DED ❑ RETENTION$ i t "_— $ r i WORKERS COMPENSATION AND EMPLOYERS,LIABILITY Y!N I �❑TWORYTAT�U S- 1�—OTF1 ANY PROPRIETOR/PARTNER/EXECUTIVE 4—� B OFFICER/MEMBER EXCLUDED? :-----:I N t A; 334000518064112 EL EACH ACCIDENT $ 100,000.00 ; .03/13/2012 :03/13/2013 -.....— —._. Ma�sdbeunder E.L.DISEASE-EA EMPLOYEE 100,000.00 y _ ...—.. DESCRIPTION OF OPERATIONS E.L.DISEASE-POLICY LIMIT $ 500,000.00—� ._ _._._ i DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(Attach ACORD 104,Additional Remarks Schedule,If more space Is required) i I j I ! CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE , Miami Shores Village THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave ' ; AUTHORIZED REP Miami Shores,FL 33138 305-756-8972 Lucia Estrella ©1988-2010 ACORD CORPORATION, AN rights reserved. ACORD 25(201 D/05)OF The ACORD name and logo are registered marks of ACORD FEW-CLASS pp eum 495568 6 TilS.NOTJ3 F�iii ifAY; 8261 S0.41. ST 33156 UNIN BADN t ittt Y: ' OWNER' E R.'CONSTRUCTION INC sem�e -itOBCENJS i ]Ill.] Ito. 77o�B A�OCAY. 7L '> TALQ AM 8ta�i19 an NFD !Alfa GF im 00 MOT FORWARD OOR�IIY OR tRJ®.IIOR ' f A1Q� mss.. U u E R CONSTRUCTION INC a 'fdY.LA871O f8 IMH °� ESTEBAN 6 ROJAS .FRES -eons aau�. 8261 Sit 91 ST PAMMM '_. - MIAMI FL 33156 br8810O0002! SEE OTHER SIDE r � ;y�`S.r, ✓�� }�Ir41€�f 9U"ti'` Y g -. •.ed"xI� _ �:1 1 eft r � 64- �ftm Miami Shores Village cEjv MAY l v �s Building Department 2 12 90050 N.E.2nd Avenue,Miami Shores,Florida 33138 Q_)": 1 l� Tel: (305)795.2204 Fax: (305)756.8972 -- -- 1 ,\ a JC� INSPECTION'S PHONE NUMBER:(305)762.4949 I` c 1 y 12—(W"A-7 2 FBC 20 BUILDING Permit No. P RNIT APPLICATION Master Permit No. VC,I ��• `� Sid 1L— Or �� Permit Type: BUILDING ROOFING JOB ADDRESS: 3G Z �j(-. a 2/1C] City: Miami Shores County. Miami Dade Zip: Foho/Parcel#: Is the Building Historically Designated:Yes N Flood Zone: OWNER:Name(Fee Simple Titleholder): t i`I LAA S Phone#: �b2 Z Z 0'500 -3&0-Address: �0- Pic-Pic- cl2.1,1151`1 lC`e"171 City: ✓J'1 t Q 7n 1 t !R j-k 0 2?> State: Zip: -E5 S W Tenant/Lessee Name: Y►n A Phone#: Email: !ZSc,q.k li CONTRACTOR: Company Name: 0,0 Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: Contact Phone#: Email Address: ' DESIGNER: Architect/Engineer: Phone#. Value of Work for this Permit:$_ � �,�"Squarar e/Lmear°Fitotageof Work: Type of Work: DAddition ❑Alteration ONew 91(epair/Replace� ODemolition D;sTcptionof Work: � �1 w Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ e 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 ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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 n approved and a reinspection fee will be charged. 1 Signature Signature Owner or Agent Contractor The foreg ' g instrument was a owled d bef e- a The foregoing instrument was acknowledged before me this day of ,20by day of ,20_,by , Who i perso all known to me or who has produced w is personally known to me or who has produced S' ' 1 fication and who did take an oath. as identification and who did take an oath. NOTARY, UBLIC: _ NOTARY PUBLIC: Si pV.CL 88 0Ofrsl0'Vid;5 Si , NotaY u �esSe a�0 Print: P� rit 128Print: My Commission Expires: a �0m htou9h Na�10�a1 N°a My Commission Expires: 11'111314�,OF* APPROVED BY `� Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) t S �REs y -; Miami Shores Village MEIN.. p"'I" cv� Building Department h�, '.� ��+� 10050 N.E.2nd Avenue 0 ��ORNA Miami Shores, Florida 33138 Tel: (305) 795.2204 \ t Fax: (305) 756.8972 CHANGE OF CONTRACTOR 1 ARCHITECT Permit N. PCI;( —,902> Owner's Name(Fee Simple Title Holder):e; U41 Phone#: Owner's Address: City: (n i G m i SCJ Yf S state : F-L Zip Code: 33/ Job Address(Of where work is being done): 2 1J6 gzna/ -STS" City: t/ Miami Shores State:—Florida Zip Code: I Contractor's Company Phone#:--g(e 3,c-7 Address: -2—�1 !g>c---) q1 City: M I` hal, State: Zip Code: Qualifier's Name Lic, Number: /so Architect/Engineer of Record Name: z Phone#: Address: City: State: Zip Code: Describe Wor :YW0,111, IvJ0 kXISIO `y 14AVV014,3 I hereby certify that the work has been abandoned andlor the contractor/architect is unable or unwilling to complete the contract. I hold the Building Official and the Miami Shores harmless for all legal in ent. Signature Signature owner or Agent Contractor or Architect The foregoing instrument was aknowledged before me The foregoing instrument was aknowledged before me thisZkday of--Tt3\ ,2d1?by --' this_qday of� ,26k-by e �� Who is personally known to me or who has produced who is personally known to me or who has produced as indentification. tli0entification. Notary Public: Notary Pub'c: ,�`��'a��'•• ••''•9�i�'- Sign: Sign: Seal: Seal: ;,///;'41111111110 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: '2e Y?a-k SG nk 4- DATE: 05 ® 3 �z ADDRESS: 5& /UC L?2 n �� 1n t G n 11' J A e u S I—Z Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,FS 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with-holdings tax and provide workers' compensation for that employee,all as prescribed by law.Your construction must comply with all applicable laws,ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial- 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved for sale or lease. If a building or,residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is,complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that;as the owner-builder,'1 must provide direct,onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that , erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 4u 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial—fz— 9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or hftp://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: 3Z�Z J Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. � pp Initial_ Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owners driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this '0 day of ` , 20 By who was personally known to me or who has Produced there License or ti icatio . OWNER CLAUDIA V.CUBILLOS Notary Public-State of Florida • r.0 my comm.Expires Sep 23.2015 is, •o`c Commission#EE 128810 Bonded Through National Notary Assn. !fall!tlfft!lilf 1lff!fttlf 1N1!f!t!1 tlf!lltf GFN 2012RO25 7516 OR Bk 28069 Pss 1107 - 11081 (lass) RECORDED 04/11/2012 13136:37 DEED DOC TAX 2400.01) HARVEY RUVIN► CLERK OF COURT Prepred by and return to: MIAMI-DADE COUNTY► FLORIDA Andrew E.Feldman Clear Title Services,Inc. 1111 Kane Concourse Suite 209 Bay Harbor Islands,FL 33154 305-865-5718 File Number: 11-0470 Escobar Will Call No.: [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 9 day of April, 2012 between James Richard Walker, a single man whose post office address is 1826 Prospect Street,'Houston,TX 77004,grantor,and Carlos Escobar and Renata Santeti, husband and wife whose post office address is 7266 SW 88th Street#402,Miami,FL 33156,grantee: (Whenever used herein the terms "grantor"and "grantee" include all the panics to this instrument and the heirs,legal representatives,and assigns of individuals,and the successors and assigns of corporations,trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS($10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate,lying and being in Miami-Dade County,Florida to-wit: The West 15 feet of Lot 4, all of Lot 5, the East 20 feet of Lot 6, Block 48, of MIAMI SHORES SECTION 1,according to Plat thereof, recorded In Plat Book 10,Page 70,of the Public Records of Miami-Dade County,Florida. Parcel Identification Number: 11-3206-013-6440 SUBJECT TO: 1) Taxes for the year 2011 and subsequent years and all applicable zoning ordinances and governmental regulations. 2)Conditions, restrictions, limitations,and easements of record,if any,but without the intention of reimposing same. Together with all the tenements,hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land;that the grantor hereby filly warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2011. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTimee QnnL'7t2P1C.A/D.,.,r,� -1(17 r%CK14 1)ri-11)f1')r.-79,1 a 00%nn I of �7 "M ZV'M �--41SU45V PG 1 s LAST PAGE Signed,seated and delivered in our presence: '' Witness Name: , 2 James Richard Walker Witness N State of Texas County of The foregoing instrument was acknowledged before me this day of March, 2012 by James Richard walker, who U is personally known or[X)has produced a drive's licenseas i ficat'on' [Notary r,�) �• Notary Public ,0f1e„r� Printed Name: L Ug'c,1 Ag' Pty * LESU � p Hy Commission Expires: _ j ^ 21t ori �'1� 14WIDA t ►a i w +ned-Page2 DoubleTtmeo Q�nL'7Qt1GC�lQ.�nr,� �r1l2 /''CAldi'?r1�'�l1'��7�� t�nr.n r1 n� '7 7. � qq i • ��' +.-,+e-a„a�'!�"'�' - � tx�,v:.�wm-��,;� ,,..t.. .'� «�1. .c .,•��. .C+ .v..�-...,.k„a.Hr..�.,�._..-v b .i......-,�.•-*�,,+^-,=... t .mer 42-1 iA a •--�s�. 4 i � wy ] 1 � 'fir. .y. .� •��'; 4? +`-Yn� � _ � yy � { �' 1 #[[ is $ �F4 '� ►' PE D aw N Al 1 t � !i, f P .F� laaw• 21i q t z �. ?. i .•rM �.:;. .1 � �;� .a �--•,,�g ^ _ 1..k...ry,. ��l.w ..� ' :.ti.. � •- u. p� t �W; .�� I,R ',..�. ► 1 �,,., 1 �, .a, y .�. * .94 te , PM X*v � �. .. � �, �, e d � 4 •_, � I 'jam__/ � �. i '{ 5 � { z f 4 �, 7=;� .:1. �I '•�� y 111►►► ',� 4�� - � � i s�� i i ��V i ^��' � � t ,A,yr, � a ':� =�� mk � -9 a �r.•._�:.-} �>: „� ..m�i i,.a..�.L t 4 r a ` gg ii 6s ,..., • _ _ �.. ,.. . ,r� .. __. - �sv.-.�a$x.r.r„>!•'.m*-.�..+rr.yes u4 ,rnH'+�:&t:Yc��ak:-..4✓„'. .•,•::: �:...!i. ___.,. ._:':rlJ... COMPLETE •N COMPLETETHIS FECTIONON ■ Complete Items 1,2,and 3.Also complete SI Item 4 If Restricted Delivery is desires U A9eM ■ Print your name and address on the reverse D Addrauses so that we can return the card to you. B. (Hinted Name) C.Dace bery ■ Attach this card to the(rack of the mailpiece, G s �S or on the front If space permits. Is d address tram Item 17 1. Article Addressed to: N YES,enter delivery address below: 0 No 7 �IeOn'C421 evrdfa s fn �G 33�y o Oaztifled Mall o E> Meq ❑R E3 Return Recelpt for Merchendise 0 Insured Mall ❑C.O.D. 4. Restricted Delivery?(&tm Fes) ❑Yes 2. Amide Nlurlber- (Darrsterimm sGviae law ?012 1213 0000 7862 5387 -Ps Form 3811,February 20 mastic ReturnReceipt 1025954MM-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Mto � � lea c-/- TG �/Y/ i b 1 r ` , CFN 2012RO334374 j OR Bk 28106 Ps 3942i• (1ps) RECORDED 03/10/2012 13:15:21 NOTICE OF COMMENCEMENT HARVEY RUVINr CLERY OF COURT MIAMI-DAD,.E COUNTY, FLORIDA A RECORDED CO"MUST BE POSTED ON THE JOB SITE AT TIME OF FOWT OW-ECTION ! LAST RAGS f - i PERMIT NO: TAX FOLIO NO. i STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that Improvements will be made to certain,,real property,and in accordance with Chapter 713,Florida Statutes,the following hformation Is provided In this Notice of Commericemem Spam aioare reserved for use of recarab 9 W tce 1. egal description of properly street/ /7r� , 2 Description of improvement . 3. r(s)name and dress• r X ,��3� terest in property: �4tY0212- Name and address of fee simple titleholder ctor's e, ddress artd ne number 5.Surety:(Payment bon by owner from t:orttractor,ff Any) Name,address and phone number Amount of bond$ B.Lender's name and address: 7.Persons within the State of Florida designated-by Owner upon whom notic ee,or,otim_dopimer►ts mo�cbe-served as provided by_: Section 713.13(1}(a)7.,Florida Statutes, Name,address and phone number 8.In addition to himself,Owners designates the following person(s)to receive a copy of the LIenor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name,address and phone number. 9.Expiration date of this Notice of Commencement: phe man date is 1 year frau the date of recmdirV unless a different date is sped" WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 71313.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECTION,IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK / OR RECORDING YOUR NOTICE OF COMMENCEMENT. t Signature( s) s)or s)`Authorized Officer/Di ector/Partner/Manager Prepared Prepared By Print Nam Print Name Titleloffice w Title/Ofttce. STATE OF FLORIDA The foregoing OF MIAMI-DADE rr�� The f oing eM was acknowledged before me this day of �/ V By (1G B. c.rt TG% 1 ❑Individually,or Yas C for Ota V-r_ 4 Personally known,or 90roduced the following type of Identitk aH f Signature of Notary Public: Ah Print Name: [ G 00 (SEAL) JOT Ry PUBuc•STATE OF FLOROA VEQJFICATiON PURSUANT TO¢ 1-0111110A rr UTITe r Linde M.Lalani Under penalties of perjury,l declare that I have read the foregoing and Corrm SSidn#D0942267 that the facts stated in It are true,to the best of my knowledge and belief. 30NDED Ti4ttu res:DEC.02,2012 Signatur of Own�sor ��srsAuthoriz�Offimr�/Dlector/Partner/ManaTUUVTIC BONDING Co.,iNC. ger,;wh�s��above:. By By �s�,o S7AOF FtARtOtA,tAltt+fl'Y OF RADE 1H YCERTiFYthat this is a true CWY Of the �'°CLERS �b anginal filed in this oftce on_.......rday of q MAX—Le ZM A.D.20..._._,._ " f ff"E myhandandOrficialSeal RU ,CLERK,of Cit(d ar>e �, Caats V"I S� rIR � � � , MASTER PLANNING*ARCHITECTURAL/ENGINEERING SERVICES 1327 Croton Court Weston Florida.33327(954)559-0 BUILDING DEPARTMENT 41, t' j a J C4 of MIAMI SHORES Building De ap rtment Escobar Residence r" 363 NE 92ND Street : MIAMI SHORES Florida The rear family room that was built out of wood was done prior to purchasing of property and I am working with the owner and contractor to restructure the walls and beam and legalize the addition. Revised plans will be submitted at a later date upon owner obtaining funds to rebuild. Ed d Torres,R.A. AR#094792 1327 Croton Court Weston Florida 33327 Phone:(954)559-0290 Email:Captiva97@aol.com �.,y gy F•larl\y; aro •( . li l �+` ai•J.. 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OF SURVEY LEGAL DESCRIPTION 7, �i+.' ..�. �..YvPi t9•tr�'�S 4 ♦' .'''•4 tyg:J .✓ t •''.ice �i.�•.•�a, ^• LOT72/1.b67T/S r rasrcr/c',4A..s At[urLar5 tzv� T reny'-?a.'dF" a-tar6 BLOCK .,,. -'�r/� SUBOMSION.,O•ft .Oe4y,,e.4 a,47 OF 7.a.y G/•� r�♦ >iti r ° p /r + { , (,++ ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT SOOK /O AT PAGE 70 OFTHE ,'.� �.,��t .t e t •1.'^Za.s'~�: r.:♦Y.'a/ ,.�r.tJ•i.. .J4T,.7� '3 /f h'�'E"v✓�/ Q C RECORDS OF•-� TY.,COUNFLORIDA, J. NI 36 2.daf �Z'"QST -Fl o a/,A b B OA .s of—zle o Ts ♦V lfh/J S♦bee 'A �: 4'� . tf. :vim °i?"'°,�_•r �t� .,.: ego ovic sJ4 ew 4` CGS • ' V` 7, area? 5 T tit 4WD�M MP. ;.4b paui nBYP:E eV i' /G 6 S _ UD7iED STAI[3 Df tf NB AflD?R36,M DEPEIDPNENI. .. .t` . n�. DE4NE4TES 11iE HfrZEIN DESCQfBEO D 10 8E � TEDWnNNTDNF oll 1230 i• �C ot!a.14� ., .. yYy Ld AVON Sl(ETCM1 7Di tj,^.•k4r. p. s)J 1(I� C/7/t0�•J"tl eNKanly�¢M=yd'udXv p"a dPrK�ia64 abo M'vlW f,µ n �d 1 tqa6)rb` Ora'Pf�,lgiY.�u'.Nfracms�aei��waa"w��onid bad�Ouf Yvdyut; ,yii ' jf T7: TaaMttal !wt ar FLOAIOA BDARo,oF w+r► as Ser'Ftzth in Chsptpr rs;; 472 02!.(F.S:j'ard m6p21'.14('6 of tAoi:.FlorSda"Arl tfi$Era ve Eode ` a r 4j ..r i+_{ w<td F��i�'(fZ.C.OLViNM.A��/b1dQf%,• L�.,�.; �y �,�,• ORDfJA Nd' E t�JktO+lY�OR Na. 8S2 >'f /2.8? J. PRS/ 2 .'j/':. / • �8 Q7S i :. e: .... (j, STATE f3f_FIORfDA - : `' i NOT YAUO UNLESS 4L190ssE0'SEAL tU►TE:_f2�%d ;* h a G Pit/ei � a; f <t AetwCONTINENTAL LAND SURVEYORS, SNC. h ZZ 1700 !I.'w: 67. 11VENUE;.SU(TE 201 MIAMI, FLORIDA 35166 r �SCALE: 1. 20 TEL. NO. 262-1926 .x FORM 1100A-08 BY: FLORIDA ENERGY EFFT&AMC�DE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: ESCOBAR Builder Name: Street: 362 NE 92nd STREET Permit Office: City,State,71p: MIAMI,FL, - Permit Number: Owner. Jurisdiction: Design Location: FL,Fort Lauderdale 1. New construction or existing Existing 'ecfe 11 (1998.0 sqft.) Insulation Area Concrete Block-Int Insul,Exterior R=4.1 1998.00 ft= 2. Single family or multiple family Single-fa 'y R= 1112 3. Number of units,if multiple family ft2 R= 4. Number of Bedrooms 4 R-- 1112 5. Is this a worst case? No 0. ling Types (2100.0 sqft.) Insulation Area 6. Conditioned floor area(1?) 2100 a. er Attic(Vented) R=19.0 2100.00 ft' bf. A R= ft2 7. Windows(265.5 sqft.) Description c.NIA R= 1`12 a. U-Factor. SgI,default 265.50 fF 11.Ducts SHGC: Tinted,default b. U-Factor N/A ft' a. Sup:Aide Ret:Attic AH:Interior Sup.R=6,100 ft' SHGC: 12.Cooling systems c. U-Factor. N/A ft' a.Central Unit Cap:60.0 kBtulhr SHGC: SEER:15 d. U-Factor. N/A fe 13.Heating systems SHGC: a.Electric Strip Heat Cap:60.0 kBtu/hr e. U-Factor. N/A ft' COP:1 SHGC: 14.Hot water systems 8. Floor Types (2100.0 sqft.) Insulation Area a.Electric Cap:50 gallons a.Slab-On-Grade Edge Insulation R=0.0 2100.00 flF EF:0.92 b,N/A R= 1`12 b. Conservation features c.N/A R= ft2 None 15.Credits Pstat Glass/Floor Area: 0.126 Total As-Built Modified Loads: 51.42 PASS Total Baseline Loads: 60.26 1 hereby certify that the plans and specifications covered by Review of the plans and &1 S this calculation are in co nce with the Florida Energy specifications covered by this Code. calculation indicates compliance with the Florida Energy Code. PREPARFDBefore construction is completed DATE: 9 this building will be inspected for compliance with Section 553.908 I hereby certify that this building,as designed,is In compliance Florida Statutes. "01 with the Florida Energy Code. 0 WE OWNER/AGENT: BUILDING OFFICIAL: DATE. DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory-sealed In accordance with N1110.A.3. 9/4/201210:17 AM EnergyGauge@ USA-FlaRes2008 Page 1 of 5 PROJECT Title: ESCOBAR Bedrooms: 4 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 2100 Lot# Owner. Total Stories: 1 Block/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 362 NE 92nd STREET Permit Office: Cross Ventilation: No County: Broward Jurisdiction: Whole House Fan: No City,State,Zip: MIAMI, Family Type: Single-family FL, - New/Existing: Existing(Projected) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Fort Lauderdale FL-FORT-LAUDERDALE 1 43 91 75 70 321.5 60 Low FLOORS # Floor Type Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 333 It 0 2100 1`12 0.25 0.5 0.25 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Barrel file 2213 f12 0 ft= Light 0.96 No 19 18.4 deg ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 0 2100 W N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 19 2100 ft' 0.11 Wood WALLS Cavity Sheathing Framing Solar # Omt Adjacent To Wall Type R Value Area R-Value Fraction Absor. 1 S Exterior Concrete Block-Int Insul 4.1 504 fta 0 0.75 2 W Exterior Concrete Block-Int Insul 4.1 486 fta 0 0.75 3 N Exterior Concrete Block-Int Insul 4.1 504 ft' 0 0.75 4 E Exterior Concrete Block-Int Insul 4.1 486 ft2 0 0.75 5 N Exterior Concrete Block-Int Insul 4.1 18 ft' 0 0.75 9/4/2012 10:17 AM EnergyGauge@ USA-FlaRes2008 Page 2 of 5 DOORS # Omt Door Type Storms U Value Area 1 N Wood Metal 0.460000 20 ft' 2 S Wood Metal 0.460000 20 Pte 3 W Wood Metal 0.460000 40 ft' WINDOWS Orientation shown is the entered asBuift orientation. Overhang �f # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade Screening 1 N Metal Single(Tinted) No 1.3 0.64 N 24 ft' 2 ft 0 in 1 It 0 in HERS 2006 None 2 N Metal Single(Tinted) No 1.3 0.64 N 30 ft' 2 It 0 in 1 ft 0 in HERS 2006 None 3 E Metal Single(Tinted) No 1.3 0.64 N 12 ft' 2 ft 0 in 1 ft 0 In HERS 2006 None 4 E Metal Single(Tinted) No 1.3 0.64 N 12 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 5 E Metal Single(Tinted) No 1.3 0.64 N 40 ft' 2 ft 0 In 1 ft 0 in HERS 2006 None 6 S Metal Single(Tinted) No 1.3 0.64 N 32 ft' 2 ft 0 in 0 ft 6 in HERS 2006 None 7 S Metal Single(Tinted) No 1.3 0.64 N 12 ft' 2 ft 0 In 0 ft 6 in HERS 2006 None 8 S Metal Single(Tinted) No 1.3 0.64 N 30 ft' 2 ft 0 in 0 ft 6 In HERS 2006 None 9 W Metal Single(Tinted) No 1.3 0.64 N 32 ft' 2 ft 0 in 1 ft 0 in HERS 2006 None 10 W Metal Single(Tinted) No 1.3 0.64 N 17.5 ft' 2 ft 0 In 1 ft 0 in HERS 2006 None 11 W Metal Single(Tinted) No 1.3 0.64 N 24 ft' 2 ft 0 In 1 ft 0 in HERS 2006 None INFILTRATION&VENTING -Forced Ventilation- Run Time Fan V Method SLA CFM 50 ACH 50 ELA EgLA Supply CFM Exhaust CFM Fraction Watts Default 0.00036 1983 7.08 108.9 204.7 0 cfm 0 elm 0 0 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit Split SEER:15 60 kBtu/hr 1800 cfm 0.75 sys#1 HEATING SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Strip Heat None COP:1 60 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.92 50 gal 70 gal 120 deg None 9/4/201210:17 AM EnergyGauge®USA-FlaRes2008 Page 3 of 5 SOLAR HOT WATER SYSTEM FSEC Collector Storage Carl # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return— Air Percent v # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Attic 6 100 ttz Attic 204.15 Default Leakage Interior (Default) (Default)% TEMPERATURES Programable[ Thermosta[tX:]Y [[XX]] Ceiling Fans:[[X�� [[XX�� [�X] Oct Nov Doc Heating [X]Jamin pC]Feb LX]Aar 0C �r Me y 0 Jun Pq Jul C Aug LxJ SeP � Nov DVerrtfngJan [[x11 Feb [[�X]]Mar [[�X]] [[�Xll Jun [[�X]]Jul [[fix]]Aug ll�xJJ Sep Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/4/201210:17 AM EnergyGauge®USA-FlaRes2008 Page 4 of 5 FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 362 NE 92nd STREET PERMIT#: MIAMI, FL, - INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK, Exterior Windows&Doors N1106.AB.1.1 Maximum:.3 cfWsq.fL window area; .5 cfm/ .ft.door area. Exterior&Adjacent Walls N1106.AB.1.2 Caulk,gasket,weatherstrip or seal between:windows/doors& frames,surrounding wall;foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the ✓ top plate. Floors N1106.AB.1.2 Penetrationstopenings>1/8"sear unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings N1106.AB.1.2 Between walls&ceilings; penetrations of ceiling plane to top floor, around shafts,chases,soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate;attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC with<2.0 cfm from conditioned space, tested. Multi-story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. /JA Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA,have combustion air. OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker(electric)or cutoff(gas) must be provided.External or built-in heat trap r uired. Swimming Pools&Spas N1112.AB.2.3 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. /�► Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts,fittings, mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings-Min.R-19.Common walls-frame R-11 or CBS R-3 both N1102.13.1.1 sides.Common ceiling&floors R-11. 9/4/201210:17 AM EnergyGauge®USA-FlaRes2008 Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX` = 85 The lower the EnergyPerformanc a Index,the more efficient the home. 362 NE 92nd STREET, MIAMI, FL, - 1. New construction or existing Existing(Projects 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1998.00 1`12 3. Number of units,ff multiple family 1 b.N/A R= ft2c.WA R= ft2 4. Number of Bedrooms 4 d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area 6. Conditioned floor area(ft2) 2100 a.Under Attic(Vented) R=19.0 2100.00 112 b.WA R= ft2 7. Windows" Description Area c.N/A R= ft2 a. U-Factor. Sgl,default 265.50 ft2 SHGC: Tinted,default 11.Ducts b. U-Factor: N/A ft2 a. Sup:Attic Ret:Attic AH:Interior Sup.R=6,100 ftp SHGC: 12.Cooling systems c. U-Factor: WA ft2 a.Central Unit Cap:60.0 kBtu/hr SHGC: SEER:15 d. U-Factor. N/A ft2 13.Heating systems SHGC: a.Electric Strip Heat Cap:60.0 kBtu/hr e. U-Factor. WA ft2 COP:1 SHGC: 8. Floor Types Insulation Area 14.Hot water systems a.Slab-0n-Grade Edge Insulation R=0.0 2100.00 ft2 a.Electric Cap:50 gallonsEF:0.92 b.WA R= ft2 b. Conservation features c.N/A R= ft2 None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building T1 sr Construction through the above energy saving features which will be installed(or exceeded) NO r Arlo In this home before final inspection. Otherwise,a new EPL Display Card will be completed y ', �� =' based on installed Code compliant features. ..? ' Builder Signature: Date: 0 Address of New Home: City/FL Zip: coo WE `Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA- FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100,your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321)638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction,contact the Department of Community Affairs at(850)487-1824. **Label required by Section 13-104.4.5 of the Florida Building Code, Building,or Section B2.1.1 of Appendix G of the Florida Building Code, Residential,if not DEFAULT. EnergyGauge®USA-FlaRes2008 a Air System Sizing Summary for AHU-1 Project Name:ESCOBAR RESIDENCE 352 NE 92nd STREET MIAMI SHORES,FLORIDA Prepared b .EDWARD TORRES 1327 CROTON COURT WESTON FLORIDA 33327 PHONE 954 559-0290 9:30AM Air System Information Air System Name AHU-2 Number of zones 1 Equipment Class SPLT AHU FioorAnea 1900.0 ft= Air System Type SZCAV Location Miami IAP,Florida Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Calculation Months Jan to Dec Space CFM Individual peak space loads Sizing Data Calculated Central Cooling Coil Sizing Data Total coil load 4.7 Tons Load occurs at Oct 1400 Total coil load 59.6 MBH OA DB/WB ___W7 174.9 °F Sensible coil load 40.7 MBH Entering DB/WB 73.7163.6 °F Coil CFM at Oct 1400 2000 CFM Leaving DB/WB 55.5154.6 °F Max block CFM 2000 CFM Coil ADP 53.5 °F Sum of peak zone CFM 2000 CFM Bypass Factor 0.100 Sensible heat ratio 0.949 Resulting RH 57 % itz/Ton 575.8 Design supply temp. 55.0 "F BTU/(hr-ft2) 32.8 Zone T-stat Check 0 of 1 OK Water flow @ 10.0'F rise NIA Max zone temperature deviation 0.1 °F Central Heating Coil Sizing Data Max coil load 12.7 MBH Load occurs at Des Htg Cal CFM at Des Htg 2000 CFM BTU/(hr-ft) 5.9 Max coil CFM 2000 CFM Ent DB/Lvg DB 70.2175.8 °F Water flow @ 20.0°F drop N/A Supply Fan Sizing Data Actual max CFM 2000 CFM Fan motor BHP 0.49 BHP Standard CFM 2000 CFM Fan motor kW 0.36 kW Actual max CFM/ftz 1.05 CFMMe Fan static 1.00 in wg Outdoor Ventilation Air Data Design airflow CFM 0 CFM CFM/person 0.00 CFM/person CFM/ft2 0.00 CFM/fe ,a Hourly Analysis Program v4.50 Page 1 of 1 ^ r w ' 1/2012 WIND10 RLV-1-Swff Detailed Wind Load Design (Method 2) per ASCE 7-10 Analysis by: EDWARD TORRES 1327 CROTON COURT WESTON FLORIDA 33327 PHONE: (954) 559-0290 AR#094792 Descrl on: ESCOBAR RESIDENCE 362 NE 92ND STREET MIAMI SHORES, FLA. User In ut Data Calculated Parameters <� Structure Type Building Importance Factor 1 �; Basic Wind Speed M 175 mph Hurricane Prone Region(V>100 mph) ,�_ti_ Struc Category(1, Ii, III,or IV 11 Table 6-2 Values - Exposure(B, C,or D) C Alpha truc Nat Frequency(n1) 1 Hz Z9 1 900.000 Slope of Roof 4.0 :12 Slope of Roof(Theta) 18.4 Deg Type of Roof Hipped Kd(Directonal' Factor) 1 Eave Height(Eht) 10.00 ft Ridge Height(RHt) 15.00 ft Mean Roof Height(Ht) 13.00 It Width Perp.To Wind Dir(B) 58.00 ft At= 0.105 Width Paral.To Wind Dir L 47.00 Ift Bt= 1.000 Bm= 0.650 Calculated Parameters Cc= 0.200 Type of Structure 1= 500.00 ft Height/Least Horizontal Dim 0.28 Epsilon = 0.200 Flexible Structure LLLLiNo Zmin= 15.00 ft Gust Factor Ca o 1: Rigid Structures-Simplified Method ust1 I For rigid structures(Nat Freq> 1 Hz)use 0.85 0.85 Gust Factor Category II: Rigld Structures-Complete Analysis zm Zmin 15.00 ft Izm Cc*(33/z)"0.167 0.2281 Lzm 1*(zm/33)^Epsilon 427.06 ft Q (1/(1+0.63*((B+Ht)/Lzm)^0.63))"0.5 0.9116 Gust2 0.92511 / 1+1.7*3.4*lzm 0.8785 Gust Factor Summa G ISince this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 11 Fig 6-5 Internal Pressure Coefficients for Buildings. Gcpl 1000 990 Condition Gc l 980 Max+ Max- 970 Open Buildings 0.00 0.00 960 Partially Enclosed Buildings 0.55 -0.55 950 Enclosed Buildin s 0.18 -0.18 940 lEnclosed Buildings 0.18 -0.18 930 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.1 of 5 8/1/2012 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 890 880 870 Kz Kzt qz Pressure Ib/ft"2 860 Windward Wall* Leeward Wall Total Shear Moment 850 Ib/ft^2 +GC l -GCpl +GCpl -GCpl +/-Gcpl (Kip) (Kip-ft) 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.0 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.0 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 -22.69 -9.19 61.19 0.00 0.00 15 0.85 1.00 66.55 38.51 52.01 1 -22.69 1 -9.19 1 61.19 1 53.241 399.29 Note: 1)Positive forces act toward the face and Negative forces act away from the face. Fiaure 6-6 -External Pressure Coefticlents, Ca Loads on Main Wind-Force Resisting Systems(Method 2) eeta B h z I L Variable Formula Value Units Kh 2.01*(15/z )"(2/AI ha) 0.85 Kht Topographic factor(Fig 6-4) 1.00 Qh .00256*(V)"2*i*Kh*Kht*Kd 37.50 psf Khcc Comp&Clad:Table 6-3 Case 1 0.85 Qhcc .00256*V"2*1*Khcc*Kht*Kd 37.50 sf Wail Pressure Coefficients,Cp urface C mdward Wall See Fi ure 6.5.12.2.1 for Pressures 1 0.8 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.2 of 5 8/1/2012 WIND1O Detailed Wind Load Design (Method 2) per ASCE 7-10 Roof Pressure Coefficients,C Roof Area .ft. - Reduction Factor 1.00 Calculations for Wind Normal to fib ft Face Cp Pressure(psf) dditional Runs may be req'd for other wind directions +GCpi -GCpl Leeward Walls(Wind Dir Normal to 58 ft wall) -0.50 -22.69 -9.19 Leeward Walls(Wind Dir Normal to 47 ft wall) -0.45 -21.20 -7.70 ide Walls -0.70 -29.06 -15.56 Roof-Wind Normal to Ridge eta>=10 -for Wind Normal to 58 ft face Windward-Min Cp -0.38 -18.80 -5.30 Windward-Max Cp 0.12 -3.07 10.43 Leeward Normal to Ridge -0.57 -24.86 -11. Overhang Top(Windward) -0.38 -12.05 -12.0 verhang Top(Leeward) -0.57 -18.11 -18.11 Overhang Bottom(Applicable on Windward only) 0.80 45.26 45.2 Roof-Wind Parallel to Ride All Theta -for Wind Normal to 47 ft face Dist from Windward Edge:0 ft to 26 ft-Max Cp -0.18 -12.49 1.01 Dist from Windward Edge:0 ft to 6.5 ft-Min Cp -0.90 -35.44 -21.94 Ei st from Windward Edge:6.5 ft to 13 ft-Min Cp -0.90 -35.44 -21.94 st from Windward Edge: 13 ft to 26 ft-Min Cp -0.50 -22.69 -9.19 st from Windward Edge: >26 ft -0.30 -16.31 -2.81 *Horizontal distance from windward edge Flaure 6-10 -External Pressure Coefficients, GCDf Loads on Main Wind-Force Resisting Systems w/Ht<=60 ft Kh= 2.01*(15/zg)"(2/Alpha) = 0.85 Kht= Topographic factor(Fig 6-2) = 1.00 Qh= 0.00256*(v)^2*lmpFac*Kh*KWKd = 37.50 Theta= Angle of Roof = 18.4 Deg 8 4 s 3 4 3 d �. o t Transverse Direction Longitudinal Direction Torsional Load Cases Developed by Meca Enterprises,Inc.Copyright 2006 Page No.3 of 5 y 8/1/2012 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpf -GCpf qh Min P Max P s 1 0.52 0.18 -0.18 66.55 22.37 46.33 2 -0.69 0.18 -0.18 66.55 -57.90 -33.94 3 -0.47 0.18 -0.18 66.55 -43.14 -19.18 4 -0.42 0.18 -0.18 66.55 -39.60 -15.64 5 -0.45 0.18 -0.18 66.55 -41.93 -17.97 6 -0.45 0.18 -0.18 66.55 -41.93 -17.97 1 E 0.78 0.18 -0.18 66.55 39.91 63.87 2E -0.54 0.18 -0.18 66.55 -47.92 -23.96 3E -0.51 0.18 -0.18 66.55 -45.92 -21.96 4E 1 -0.62 1 0.18 1 -0.18 1 66.55 -53.08 1 -29.12 *p=qh*(GCpf-GCpi) Figure 6-11 -External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/Ht<=60 ft 15 Ht Al 4 4 1CI15 5 a a a a a Hipped Roof 7<Theta.<=27 a= 4.7 =_> 4.70 ft Double Click on ny data entry line to receive a htle Screen Component Width span Area Zone GCp nd Press(Ibfft" (ft) (ft) (f A2) Max Min Max Min A. WINDOW 3 4.18 12.54 5 0.98 -1.37 43.60 -57.95 B. WINDOW 4.25 4.18 17.77 4 0.96 -1.06 42.60 -46.35 B1. WINDOW 4.25 4.18 17.77 5 0.96 -1.31 42.60 -55.94 C(2)WINDOWS 6.25 4.18 26.13 4 0.93 -1.03 41.49 -45.24 D. WINDOW 3 4.18 12.54 4 0.98 -1.08 43.60 -47.35 D1. WINDOW 3 4.18 12.54 5 0.98 -1.37 43.60 -57.95 E. WINDOW 3.5 5.33 18.66 4 0.95 -1.05 42.46 -46.21 F. WINDOW 3 4.18 12.54 4 0.98 -1.08 43.60 -47.35 (2)WINDOWS 3 3.5 10.50 4 1.00 -1.10 44.11 -47.86 H.WINDOW 3 3.5 10.50 4 1.00 -1.10 44.11 -47.86 J. WINDOW 3.25 6 19.50 4 0.95 -1.05 42.33 -46.08 Developed by Meca Enterprises,Inc.Copyright 2006 Page No.4 of 5 m 8/1/2012 WIND10 Detailed Wind Load Design (Method 2) per ASCE 7-10 1. DOOR 3 1 6.67 1 20.01 4 0.95 -1.05 42.26 -46.01 . DOOR 3 6.67 20.01 4 0.95 -1.05 42.26 -46.01 3. 2 DOORS 3 6.67 20.01 4 0.95 -1.05 42.26 -46.01 Note:*Enter Zone 1 through 5, or 1 H through 3H for overhangs. Developed by Meca Enterprises,Inc.Copyright 2006 Page No.5 of 5 EDWARD TORRES, R.A. RRnISTERED ARCHITECT eREV1 13 REVISED 0 REVef�ITl-i PJOTATIORIS O REJE T EDRF RES6l�RAIT D COff®ctiOns or COMments made fcera e:c.4E1W4hDAU5C4j2WeYLOR1DA shop drawings during this review Bio 1VNDA.pE %jAUILDING from;orae iia, ace with rea�aair�ero� SUITE 1603 MMMING CODE COMPL"NCE 6. Tu3is check!-,- only ifw,rcl,r9w,C%,gip► A 33130-1563 PRODUCT CONTROL DIVISION conforniancss with the design concGot e37ctFAX(305)372-6339 NOTICE OF ACCEPTcontract docesments.The contractor' r /ber�din code S correlating all gua a r ca lore pr®cesSes and techniques of Florida Window Systems,Coronstruction• coordinating his work with that of all otimir 7191 NW 77*Terrace trades and performing his work In and Medley,FL 33166 Manner. SCOPE: �•3/•iZ This NOA is being issued under m us�o co on materials.The documentation submitted has been nevi Miami-Dade County of Division and accepted by the Board of Rules and Appeals(BORA)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 Division(In Miami Dade County)and/or the AEU(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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 FWS-300 Aluminum Horizontal Sliding Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W07-80,titled-Series FWS-300 Alum.Horiz.Sliding Wdw. (L.M.Lr,sheets 1 through 7 of 7,dated 10/15/07,prepared by Al-Farooq Corporation,signed and sealed by Humayoun Fwooq,P.E.,baring the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSUZ IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 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 of w by the expiration date may be displayed in advertising literature. "o it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to distributors and shall be available for inspection at the job site at the request of the Building cia. This NOA consists of this page 1 and evidence pages&I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,PX- NOA No.07-1015.09 cotneitt Expiration Date: May 1,2013 Approval Date: May 1,2008 Page I Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-80, Sheets 1 through 7 of 7,titled"Series FWS-300 Alum.Horiz. Sliding Wdw. (L.M.I.)",dated 10/15/07,prepared by Al-Farooq Corporation, signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-07-4417,dated 12/13/07,signed and sealed by Candido F.Font,P.E. 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc., Test Report No. HETI-05-1944,dated 12/13/07,signed and sealed by Candido F.Font,P.E. 3. 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)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-05-1439,dated 12/13/07,signed and sealed by Candido F.Font,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation,dated 10/17/07, signed and sealed by Humayoun Farooq,P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). '--MQL4XA"— j 94 0— Manuel erez,P Product Control Exam e NOA No.07-1025.09 Expiration Date: May 1,2013 Approval Date: May 1,2008 E-1 Florida Window Systems,Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their"Saflex MG Clear or colored Interlayer"dated 05/04/06,expiring on 05/21/11. 2. Notice of Acceptance No. 03-0415.13 issued to Solutia Inc. for their"Vanceva Composites used for lamination of glass"dated 12/11/03,expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance,dated October 17,2007, signed and sealed by Humayoun Farooq,P.E. 2. Statement letter of no f nancial interest,dazed October 17,2007,signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. None. Manuel Per Product Control E mine NOA No.07-1 Expiration Date: May 1,2013 Approval Date: May 1,2008 E-2 74 111 1/4' -- WINDOW WIDTH WINDOW WIDTH 13 1/2•MAX. 13 1/2'MAX. n NEW/SILLHEAD/SILLj' 9'MM FALSE MUNTRS 9•MAX. ,ZF 8•MAX. MTO.SOLES (SURFACE APPLIED) 8•MAX. MTG. STILES R HEAD/SILL A MAY BE USED HEM IL A 8 CORNERS u II ti II ii ii C II II II � ii D ii E C !II D iii i n II II II II II 33 1/2• 33 1/2• 33 1/2' 3 DOPO. DPO. io D.L OPO. D.L OPfi. D.L.D. CPO. 33 1/2• 33 7/8' TTI 37 1/8' 37 1/8' 37 1/6. Z n VENT WIDTH VENT WIDTH VENT WIDTH r n TYPICAL EI EYMONS 3 SERIES FWS-200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORSr. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. g> a SHUTTERS ARE NOT REQUIRED. 'MC PE 1W87 wppraedo � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS C.Ax ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OFjj$ ANCHORS INTO WOOD ONLY. �� ePradatl drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL MEWS,THAT COME INTO OCT 1 9 200 W07-80 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG.CODE SECTION 2003.8.4. sheet I of 7 DESIGN WAD CAPACITY - PSF (%0 OR OR SIZES) GLASS TYPE 'A' GLASS TYPE'B' WITHOUT REINFORCING WITH REINFORCING WINDOW DIMS. A W/0 MM.1 CLIPS"m Smut cups w/0 t18BA9 CLIPS Writ 868AR CLIPS O WIDTH HEIGHT EXT.(+) INT.(-) Orr.(+) INr.(-) EXT.(+) W.(-) EXT.(+) INT.(-) 26-1/2• 4 88.7 70.0 88.7 73.0 80.0 100.0 80.0 100.0 4 37' 26' 4 88.7 730 88.7 79.0 80.0 100.0 80.0 1oo.0 a 33-1/8' (2) 6 89.7 78.0 68.7 79.0 8.0 100.0 80.0 100.0 74' 6 86.7 78.0 88.7 79.0 1 80.0 100.0 90.0 100.0 28-1/2' 4 66.7 79.0 88.7 79.0 80.0 100.0 80.0 100.0 a 37' 38-3/8' 4 98.7 73.0 88.7 73.0 80.0 100.0 80.0 100.0 QQ 53-1/8' (3) 6 98.7 1 79.0 1 98.7 79.0 80.0 100.0 80.0 100.0 74' 6 88.7 73.0 88.7 75.0 80.0 B2.1 80.0 100.0 d 29-1/2' 4 86.7 79.0 66.7 79.0 60.0 100.0 60.0 100.0 37' 90-5/8' 4 98.7 73.0 66.7 79.0 60.0 82A 60.0 100.0 SNCONE SILICONE rT� Idp 53-1/8' (4) 6 54.9 84S 66.7 73.0 64.5 84.8 80.0 100.0 DON CORNING 789 DOW CORNING 799 74' 6 54.9 94.9 68.7 79.0 34.9 84.9 80.0 100.0 26-1/2- 4 86.7 73.0 66.7 79.0 80.0 82.8 80.0 100.0 1/8'HEAT STREN'D CLASS i/8'HEAT STREN'D CLASS 37' 83' 4 82.3 62.3 66.7 73.0 62.3 62.3 80.0 100.0 53' (5) 8 47.2 47.2 66.7 730 47.2 47.2 80.0 100.0 090'IIMLAYER .075'INTERLAYER � w 74' 8 38.2 38.2 86.7 70.1 38.2 38.2 80.0 92.8 svm PVB ITT'amu' YANCEYA STORM COMPOSITE BY'SOLUTW N 24' 4 86.7 730 637 730 80.0 100.0 60.0 100.0 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'0 CLASS 38' 4 837 730 66.7 75.0 80.0 100.0 80.0 100.0 �Q 48' 24' 4 88.7 730 86.7 79.0 80.0 100.0 80.0 1000 SUCONE 60' (2) 8 637 78.0 86.7 75.0 80.0 1000 80.0 100.0 DOW CORNING 799 DOW NCORNING 798 U 72' B 68.7 75.0 68.7 730 830 100.0 80.0 1000 24' 4 68.7 75.0 86.7 75.0 no 100.0 80.0 100.0 38' 4 637 78.0 68.7 75.0 80.0 100.0 80.0 100.0 48' 36' 4 88.7 700 837 75.0 80.0 100.0 80.0 100.0 80' (3) 8 637 78.0 88.7 79.0 830 100.0 80.0 100.0 Q 72' B 88.7 78.0 88.7 78.0 80A 88.9 80.0 100.0 OC�Z p 24' 4 66.7 75.0 66.7 78.0 80.0 100.0 80.0 100.0 20 �3 36' 4 69.7 75.0 66.7 78.0 60.0 80.8 60.0 100.0 n 8 d 49' 48' 4 66.7 74.4 88.7 75.0 74.4 74.4 80.0 100.0 GLASS TYPE 'A' GLASS TYPE 'B' eG' (4) 8 68.6 65.6 66.7 730 65.6 65.6 60.0 100.0 72- B 61.0 61.0 66.7 75.0 61.0 61.0 80.0 100.0 GLAZING OPTIONS 24' 4 A48.540.5 7 750 800 95.5 80.0 100.0 36' 4 7 75.0 67.7 87.7 80.0 100.0 48' 4 7 75.0 84.2 34.2 60.0 10010 60' (8) 8 7 750 46.580.0 100.0 72' 8 7 78.0 41.8 41.8 80.0 100.0 A- NO. OF ANCHORS PER HEAD&SILL () m NO. OF ANCHORS PER JAMS ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE g _ FOR WINDOWS WITH APPLIED RISER AT FRAME SILL Mvm gam b ,� FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 88.7 PSF SEE DETAIL ON SHEET 4. tuC X 16987 AMt�Me �ai10th6 b k NOTE: ti GLASS CAPACITIES ARE BASED ON ASTM E1300-02 (3 SEC. GUSTS) drawing no. AND FLORIDA BUILDING COMMISSION OCT 19 2007 W07--80 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 7 DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPE'A' GLASS TYPE'B' GLUE TYPE 'A' GLASS TYPE'B' WITHOUT REINFORCING WITH REINFORCING WITHOUT REINFORCING WITH REINFORCING WINDOW DW. A W/o mp.A cups 111TH atD;es am W/o mm ctim9 ma sliza Cim WINDOW DMS. A w/o SUM cups erre SUM CUPS W/O 9 LAR CIPS WM MMAR CLM tY1D1H HEIGHT EXT.(+) INT.(-) EM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) -WiT7 HEIGHT EXT.(+) OR.(-)I EM.(+) INT.(-) EXT.(+) INT.(-) EXr.(+) PIT.(-) ) 74' 4 88.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 74' 4 68.7 78.0 88.7 78.0 80.0 100.0 804 1004 106-1/4• (2) 4 66.7 78.0 86.7 75.0 804 100.0 60.0 100.0 108-1/4" (2) 4 88.7 75.0 66.7 75.0 80.0 1o0.o wo 100.0 111' 6 8&7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 111' 6 66.7 75.0 88.7 75.0 80.0 100.0 804 1004 74' 4 86.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 74" 4 68.7 75.0 86.7 75.0 80.0 87.6 80.0 100.0 38-J/8• 106-1/P 4 88.T 79.0 86.7 7&0 77.3 77.9 80.0 100.0 108-1/4' ��/8 4 8&7 78.0 66.775.0 80.0 92.9 80.0 100.0 n 111• (3) 6 8&7 7&0 66.7 78.0 60.0 81.7 80.0 100.0 111• () 8 BBa 73,0 88.7 75.0 60.0 88.5 80.0 100.0 74' 50-5/0" 4 88.7 87.6 66.7 754 67.6 87.8 80.0 100.0 74" 50-8/8• .4 88.0 88.0 66.7 75.0 88.0 66.0 80.0 100.0 l7 106-1/4• (4) 4 55.8 5&8 6&7 754 95A 55.8 80.0 100.0 (4) a� 111• 8 54.9 54.9 66.7 75.0 54.9 54.9 80.0 1004 63' 74• 4 47.4 47.4 88.7 79.0 47.4 47.4 804 1004 74' 4 49.8 49.6 6&7 71L0 49.8 499 80.0 100.0 (5) td 108-1/4' or4 39.1 39.1 88.7 71.9 39.1 J8.1 804 95.1 72" 7 68.7 75.0 8&7 784 80.0 100.0 80.0 1004 111' (5) 6 38.2 38.2 8&7 70.1 38.2 38.2 1 80.0 829 84W 24' 8 68.7 75.0 6&7 75.0 80.0 100.0 80.0 100.0 72' 7 66.7 7&0 66.7 7&0 80.0 100.0 60.0 100.0 Be, (2) 9 B&7 75.0 8&7 7&0 804 100.0 80.0 1004 84' 24' 9 68.7 75.0 6&7 75.0 804 100.0 80.0 100.0 108' 9 88.7 75.0 8&7 75.0 80.0 100.0 804 1004 98' (2) 9 68.7 75.0 66.7 75.0 80.0 100.0 804 1004 72' 7 88.7 75.0 6&7 75.0 804 95.7 60.0 1004 YN 108' 9 66.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 Be 38' 9 66.7 75.0 66.7 754 80.0 82.6 80.0 1004 72' 7 88.7 75.0 6&7 75.0 804 100.0 80.0 100.0 Be (3) 9 68.7 75.0 68.7 7&0 80.0 804 80.0 100.0 {AI 84' 38• 9 66.7 75.0 86.7 7&0 80.0 100.0 80.0 100.0 108' 9 66.7 754 86.7 75.0 80.0 959 50.0 100.0 98' (3) 8 88.7 7&0 68.7 754 80.0 92.0 80.0 1004 72' 7 66.7 72.9 68.7 75.0 72.9 72.9 80.0 100.0 108' 9 65.7 75.0 68.7 78.0 80.0 80.0 80.0 100.0 84' 48" 9 68.7 68.4 66.7 75.0 B&4 68.4 80.0 100.0 W 7Y 7 86.7 74.4 68.7 78.0 74.4 74.4 B0.0 100.0 98' (4) 9 61.5 819 66.7 754 61.8 81.5 804 100.0 84' 46' 9 8&7 86.0 6&7 7&0 68.0 684 804 100.0 72' W' 7 51.7 81.7 86.7 78.0 51.7 51.7 804 1004 Z F- oal 98' (4) 9 63.7 63.7 8&7 75.0 63.7 63.7 80.0 100.0 (9) n M 108' 9 81.0 81.0 8&7 75.0 614 01.0 80.0 10MO A- NO. OF ANCHORS PER HEAD& SILL I` 72' 7 54.2 $4.2 66.7 75.0 84.2 54.2 80.0 100.0 ( ) = NO. OF ANCHORS PER JOB 84' 80' 9 46.7 410 86.7 75.0 4&7 48.7 80.0 100.0 98• (5) 944.7 44.7 66.7 7&0 44.7 44.7 80.0 100.0 ttn� J 108' 9 41.8 419 60.7-1 7&0 419 41.8 80.0 100.0 LL n 8 A NO.OF ANCHORS PER HEAD&SILL OaasSss ( ) a NO. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4{h (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE >� FOR WINDOWS WITH APPLIED RISER AT FRAME SILL H FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 66.7 PSF ,�7 A with dw a RA.PESEE DETAIL ON SHEET 4. CAK yy� NOTE: oao 8 $ GLASS CAPACITIES ARE BASED ON drawing no. ASTM E1300-02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION OCT 19 2007 WU7-801 DECLARATORY STATEMENT DCA05-DEC-219 9h9eL3of 7 TYPICAL ANCHORS TYPICAL ANCHORS %w SEE EI.EV.FOR SPACM—N TYPICAL ANCHORS SEE ELEV.FOR SEE ELEVS.FOR SPACING isyWo PETAL MULLI RADE COUNTY APPROVED Z 1�OD SUCH STRUCNRE MULLION&MULLION ANCHORS 4 SHEAR CUPS SEE SEPARATE NOA Y LONG AT 11 ANCHOR LOCATIONS SEE SHEETS 2&3 FOR CAPACITY t � g P 9 it it T �a it I' TYPICAL ANCHORS SEE ELEV.FOR SPACING It li hh uil TYPICAL ANCHORS' SEE Em.FOR sPACING ,],/4"TAPMIS BY'ELAW h4 ui WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-3/8" MIN. PENETRATION INTO WOOD AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1B BUCKS INTO CONC. OR MASONRY n 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY � O u ❑ i ,i 1-1/4" MIN. EMBED INTO CONC. OR MASONRY W J12 SMS OR SME DRILLING SCAM INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 38 KSI MIN.) p t 11 Ii ALUMINUM : 1/8"THK. MIN. (8083—T5 MIN.) z g !i h Af it (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 i' I' ii J12 CNS OR SELF DRILLING WRENS p it i! INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' �(N-O--—S�HIM SPACE) ii ji !i.i t.Jy1Plf MV1.r( /TYPICAV EDGE DISTANCE INTO CONCRETE AND MASONRY m 1-5/8" MIN. !! ii INTO WOOD STRUCTURE m 1" MIN. 7 ILIMO X I"RISER INTO METAL STRUCTURE - 3/4" MIN. p ADHERED TO SRL WITH SILICONE s u u 4 i` SEALANT' 11 i! iI ALL JOINTS AND FRAME CONNECTIONS SFALED WITH it I' to SEALANT. WEEPHOLS: © t 102 ' 1G `° WI m 1" X 1/4" WEEPHOLES AT 8" FROM $ a EACH END qn HUI STIRLICAM ApplOveda� *net a . M " d e. /g X 1-t2 PER 'PH SMS /t0 X 3/a'FH SYS CAN. PMA CUP FMNF.WOWS.ONLY) REINF.WDWS.ONLY N _13-Ir 8 4 e BY drawing no. TYPICAL ANCHORS REINFORCED SIL: INSERT WO7—SO SEE ELEV FOR SPACING SEE SHEETS 2 &3 FOR CAPACITY OCT1 g 2007 t U ahaet 4 of 7 3/18'MAX. SHIM VENT WIDTH 1/4'MAX. 1 SHIM TYPICAL ANCHORS np LE SEE SPACING © 13 O O © Z 3 EV. FOR E E1YRdIL ANCHORS B SEE EUV*FOR SPACING 8 F b a METAL ---SO OFT. ----- - - --_- - ----- - - STRUCTUItE 21 a SS a .ate O$ .WOOD HSJCIfS 3 0i v 9 f10 x 1'SMS EXTERIOR AT 3FROM ENDS WINDOW WIDTH AND S•O.O.MAX 1 XA UM TUBE LAYOACCESS HOLE Ox UT ox gpFQ$ITE WITH PLUG N RE11•iFORCED MTG. 9TILE3 3/18'MAX. SEE SHEETS 2&3 FOR CAPACITY SHIM VENT WHOTH 1/4'SHIM TYP CAL ANCHORS 12 VflJT WIDTH MAX SEE ELIEV.FOR SPACING W TYPICAL AN04SEE OR O 13 O 8 SANG LAATCH s� FOR SPACING ' WOOD METAL --SCREEN OPT. --- r_ _- _ __M_�_ R STRUCTURE Ti S WOOD STRUM 8 3 EXTERIOR WINDOW WIDTH ,XOX LAYOUT MIAMI-OADE COUNTY TYPICAL ANCHORS APPROVED MULLION SEE ELEV.FOR SPACING SEE SEPARATE NOA .OIL HUMAYOUNSTRUCTURES FIA PE taw w M��Dm $F1Yice WM Me eys i CA.N.'3838 � Crowing no. �Cl��1920 W07-80 WIN OOMf WIDTH WINDOW WIDTH sneer s or 7 2.885 ATEA PARC/ gVAN= DESCRIP170N MATSRTAT. MANP./SUPPLXR/BSFFARXS �u ` .062 1 FWS-022 1 FRAME HEAD 8083-TS .082 �--- 2 FWS-026 1 FRAME SILL 8083-TS - n 1.250 .414 1.250 3 FWS-019 1 FRAME JAMB VENT 6063-TS - 1b75 L1.037 4 FWS- t FRAME JAMB FIX. 6063-TS I S FWS-028 1/VENC FDiED PAIL 808.7-T3 6 FWS-024 1/VENT VENT MEETING RAIL BD83-TB - $r I 7 FO-016 2/VENT TOP AND BOTTOM RAIL 8083-T5 1250 .I QQ VENT TOP/80TTOM RAIL 8 FWS-023 1/VENT JAM13 STILE 8083-T5 - 9 FWS-029 AS REOD. GLAZING BEAD 8083-T6 - A 01 FRAME HEAD 1.785 10 FWS-015A 1 8'LONG SILL TRACK INSERT 8083-TS AT FIXED RAGS ONLY aj 17 - AS REOD. SHEAR CUP 2'LONG 606.7-TB AT ANCHOR LOCATIONS Q �j 1.188 1.383 12 PMS-018 2/VENT VENT LATCH 6063-T6 AT 10-7/2'FROM ENDS oo 1.813 12A 2/VENT CAM TYPE SWEEP LOCK 7AMAK AT 13-7/8'FROM ENDS 1250 13 14-6010 1/LATCH VENT LATCH SPRING ST.STEEL. - . 625 1. 14 RH-2800 2/VENT ROLLER HOUSING$GUIDE PLASTIC M81M PLASTICS 17 FWS-078 AS RECD. BAFFLE NYLON M&M PLASTICS 1.280 .628 18 /8 X 1-1/4' AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H.SMS 3.037 1.786 Z 18 /8 X 3' 2/VENT FDL AWL SILL SCREWS(SILL END) CRS P.H.SMS .082 .—lll. O JAMB STILE 20 - AS REDD. GLAZING GASKET vim 21 E-205 AS REM. BULB WSTRIPPING FLEX PC F7.788 22 W2321ING AS REOD. WMLPILE W`STRIPPING - ULTRAFAB OR EOUN. .082 2g 1/VENT 5/16'BOX SCREEN OPTIONAL 2.895 � W 7.873 A ® FRAME SILL 1.M,2 7.484 �3i © MEETING RAIL1,540 m 2.065- .084 082 O 1.140 7"3 rr-11 1 ID SILT TRACK 7•438.P_ I=D 250 .082 I ODO ® FIXED MTG. RAIL SHEAR CLIP �I I A07 750 2 .780 t2 VENT LATCH .062 .062 .080 .418 2.789 2788 j�PE t APD�'� cm*t 9"a ft .AN.�Ssfi s1�a, .� ,250 ,250 c a � Clom drawing no. b— OCT 18 20N W07-80 �9 GLAZING BEAD Q FRAME JAMB (VENT) ® FRAME JAMB (FIX) sheet 6 of 7 g N FRAME TOP CORNER VIP VENT TOP/BOTTOM CORNERS ip^ V m 3 18 Wiz ^ cl e A. mwV. ,1 C1,10whht4e b g� � � ,8 7898 �OAo� FRAME BOTTOM CORNdrawing no. FIXFD MTM, RAIL CORNER W07-80 OCT 19 2007 sheet 7of 7 EDWARD TRv R.A. REGISTERED ARCO-91TECT ORE VIEW ED WITF 2 PdO'Pf�'1 IO �3 C� ;:. _,-*W— LINTY,FLORIDA man t METRO-DADE FLAGLER BUILDING Ge&Pr�seti®ns or r�5k"QPY7£*'1'ts �a ,. did, . BUILDING CODE COMPLIANCE OP fts V u egg this revie�vr �� '; ��E DA 3313Q-1603 -1563 PRODUCT CONTROL DIVISION fPorre c�s�rai„ rfdia regaaireris� 4: si�citiie:a ",i , cC•ieck is only gc�s 9 (30(51 " Fn - (3U5)372--6339 90n®Pal NOTICE OF ACCEPTta�I h�sc®ntcrac�r� s:idtdte.co�/buildiugcode confirming; i �, o seglectin i !c`'arad dimensions, All American Millwork,LLC g fabrication processes and techniques of 12920 S.W.12204 Avenue construction; coordinating his work with that of all other Miami,FL 33186 trades and Performing his work In a fe and satisfac manner. SCOPE: This NOA is being issued undo ' ?, ul_ es and ons g emmg the use of construction materials. The documentation submitted has been review and accep y - County BNC- 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 atmos 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. BNC 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 8110"&912" Opaque Wood Outswing Door-L.M.L APPROVAL DOCUMENT:Drawing No. 10-144,Series titled"Swing Out Wood Door Solid Wood Panel",sheets 1 through 13 of 13,dated 06/28/2007 with the latest revision dated 06/30/2010,prepared by EngCo,Inc.,signed and sealed by Pedro M.De Figueiredo,P.E., baring 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 Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 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 expirati re .sion or change in the materials,use,and/or manufacture of the product or is ent of any product,for sales,advertising or any other purposes a s ailure to comply with any section of this NOA shall be cause for ADVERTISEMENT: The NOA number preceded by the words Miami D e County, da, n 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 revises NOA No.07-0828.03 and consists of this page 1 and evidence pages E-1 and U-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No. 10-1110.03 a .,c Expiration Date: December 06,2012 Approval Date: May 05,2011 `� 11 Page 1 AH American Millwork,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 10-144, Series titled"Swing Out Woad Door Solid Wood Panel",sheets 1 through 13 of 13,dated 06/28/2007 with the latest revision dated 06/30/2010, prepared by EngCo,Inc.,signed and sealed by Pedro M.De Figueiredo, P. E. B. TESTS 1. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203--94 along with marked-up drawings and installation diagram,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.'s HETI-06-4077,HETI-05-1941 and HETI--04-1926,dated 03/07/2007, 11/11 and 08/17/2005,all signed and sealed by Rafael E. Droz Seda,P. E. (Submitted under previous NOA No.07-0828.02) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Air Infiltration Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-06-4076,dated 03/07/2007, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No.07-0828.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram,prepared by Hurricane Engineering&Testing,Inc., Test Report No. 110744-1924,dated 02/08/2005, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under previous NOA No.07-0828.02) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram,prepared by Hurricane Engineering&Testing, Inc.,Test Report No. HETI-04-1925,dated 11/03/2004, signed and sealed by Rafael E. Droz--Seda,P. E. (Submitted under previous NOA No.07-0828.02) .1a me D.Gascon, . Product Control Section Supervisor NOA No. 10-1110.03 Expiration Date: December 06,2012 Approval Date: May 05,2011 E-1 r All American Millwork,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by EngCo, Inc., dated 07/15/2010,signed and sealed by Pedro M. De Figueiredo, P. E. D. QUALITY ASSURANCE 1. Miami--Dade Building and Neighborhood Compliance Department(BNC). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,no financial interest and compliance with FBC 2007, dated 06/30/2010,EngCo,Inc.,signed and sealed by Pedro M. De Figueiredo,P. E. 2. Laboratory.compliance letter for Test Reports No.'s HETI-04- 1925, HETI-04-1924, HETI-064076, HETI-06-4077, HETI45-1941 and HETI-04-1926,issued by Hurricane Engineering&Testing, Inc.,dated 03/07/2007, 11/03/2004,02/08, 08/17 and 11/11/2005,all signed and sealed by Rafael E. Droz- Seda,P. E. (Submitted under previous NOA No. 07-0828.42) 3. Proposal No. 03470SR issued by BCCO,dated January 29,2004, signed by Jaime D. Gascon,P. E. G. OTHERS 1. Notice of Acceptance No. 07-0828.03, issued to All American Supply Company for their Series "8'10" & 9'2" Opaque Wood Outswing Door -- L.M.L", approved on 12/06/07 and expiring on 12/06/12, Jaime D.Gaw"bih P.E. Product Control Section Supervisor NOA No.I04110.03 Expiration Date: December 06,2012 Approval Date: May 0S,2011 E-2 MANUFACTURER: TABLE OF CONTENTS: ALL AMERICAN SHEET I of 13 - GENERAL NOTES & MODEL TYPES MILLWORK LLC SHEET 2 of 13 - MODEL A ELEVATIONS MAXIMUM 75 1/4' MAXIMUM 82 3/8' MAXIMUM 75 1/4' MAXIMUM 12920 SW 120 STREET SHEET 3 of 13 - MODEL B ELEVATIONS rI 44 1/2' MIAMI- FLORIDA- 33186 SHEET 4 of 13 MODEL C ELEVATIONS TELL(305) 255-7783 SHEET 5 of 13 - MODELS E & D ELEVATIONS FAX j(305) 255-6613 SHEET 6 of 13 - MODEL CI ELEV.-SASH OPTIONS WWW.DISTINCTIYEDODRS.COM SHEET 7 of 13 - WOOD PANEL OPTIONS PRODUCT. SHEET 8 of 13 - DETAILS / \ ao SHEET 9 of 13 - DETAILS n A \ Ln / \ / SWING OUT SHEET 10 of 13 - DETAILS & FRAMING ANCHORAGE "" SHEET 11 of 13 - COMPONENTS m0 11 WOOD DOOR SHEET 12 of 13 - DOOR ASSEMBLY SHEET 13 of 13 - FRAME ASSEMBLY/ BILL OF MAT. } > > SOLID VMOD PANEL • w • • x ' GENERAL NOTES: ` / xQ ¢ a Enpkteerl7l®: E Z Eng(au Jur. 1- CUM$ IH1S PRODUCT HAS BEEN TESTED AND I \ / \ / \ CA8116 _IL__ DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING 6971 W.SUNRISE BLVD.104 PLANTATION,FLORIDA 33313 CODE 2007 ED, INCLUDING THE HIGH VELOCITY HURRICANE ZONES (HVHZ), ht�!/ +wgf � MODEL A MODELS MODEL C MODEL C1 111 �FjQ ELLIPSE DOOR FULL ARCHED DOOR SWARE FRENCH DOOR SOUARE SINGLE SWINGOUT DOOR ,,pl &Z-' 2- DEFINITION, TH i S PRODUCT I S A SWING OUT WOOD DP-*76 PSF UP"06 PSF DESIGNED LOADS AND DETAILS DFAKINED LOADS m*75 P8F ��i TYPE DOOR RATED FOR LARGE AND SMALL MISSILE FOR DETAILS REFER TO' FOR MODEL 8 DETAILS REFER TV. R6FERT0: FOR MODEL C1 DETAILS REFER TO. ;Q. """!'••'s.>'� IMPACT RESISTANCE. SHEET 2of13 SHEET 3of13 SHEET4of13 SHEET 80113 v 2W ' 3— POSTING, 'SWING OUT WOOD DOOR OF r LARGE AMERISMALL ANLMISSILE MILLWORK LLC. RESISTANT ALL MIAMI - FLOSEE SEPARATE NOA RIDA SEE SEPARATE NOA dF DADS COUNTY PRODUCT CONTROL APPROVED' FOR SIDELITES FOR SIDELITES 154 314' MAXIMUM AND TRANSOM AND TRANSOM PEDRODE FE82� 4- DESIGN LOADS, LOADS MUST BE CALCULATED BY A 121 3/8' MAXIMUM I DRAFTM PROFESSIONAL ECT. THE ON CALCULATED ENGINEER FOR EACH SPECIFIC PROJECT. THE CALCULATED DESIGNED PRESSURE MUST NOT EXCEED THE ALLOWABLE APPROVED /�� \ �I p ILII p 11�I 11 PRESSURE. \� ... 11L J1111 L=�_—�111111�—j11 SPECIFIED ALONATHIS APPROVALLL WOOD AND , PARTS TO > AS � // � 11�f�--�1 6- FASTENERSo ASSEMBLY SCREWS AND ANCHORS SHALL �j n� M 11 6 N 111 III t' a 9-11 BE AS SPECIFIED IN THIS CURRENT SET OF DRAWINGS, ng °gl 11 111 111 II 11 N 7- USE, IT SHALL BE THE RESPONSIBILITY OF THE r_A� LL4 a�H � 110 Q 111 1110 oilCONTRACTOR, ARCHITECT OR ENGINEER OF RECORD TO I ''' 1 11q 111 11111 o11 VERIFY THE FOLLOWING n IIU III b� 8 Ia p11 to 11 0 Q 111 111 1111 7. 1- THE STABILITY OF THE STRUCTURE WHERE THE co M UNIT IS TO BE ATTACHED INSURING PROPER n; I� 1� III ai 11 q III 11111 oil ANCHORAGE Ip SII 7.2— THE SITE SPECIFIC PROJECT CRITERIA, SUCH 110 111 11 p0p Hill III II oil DATE:08130/8010 DESIGNED PRESSURES ETC LOCAL CODE REQUIREMENTS, 11I��I IL X11 11 L =1 III III L ill SCALE:NA 7.3- THAT THIS APPROVAL IS ADEQUATE TO THE L L J L__ DESIGN BY:PPMF SPECIFIC PRO.FCT. MODELD MODEL Drawing Number 8- 33 1/3'1. INCREASE IN ALLOWABLE LOADS HAVE NOT DOUBLE ARCH SMNG-0UTDOOR DOOR w/SIDELITE&TRANSOM HaR USED IN THE DESIGN OF THE ANCHORS FOR THIS DP-*76PSF EACH DOOR,SIDEL[TE AND TRANSOM OP=SHtEEr4OF13 10-144 PRODUCT APPROVAL, EXCEPT WOOD SCREWS WITH 1.6 FOR MODEL D DETAILS REFER TO: MODEL CAN BE DESIGNED FOR ALL SASH FOR DETAU REFER TO: INCREASE FOR WIND LOAD DURATION HAVE BEEN USED. SHEET 6 of 13 AND SEPARATE NDA OPTIONS ON SHEET 7 of 13 SHEET 5 of 13 AND SEPARATE NOA SHEET 1 OF 13 MANUFACTURER: TYPICAL ELEVATIONS TYPICAL FRAME ANCHORAGE ALL AMERICAN It ANCHORS SPACED �0MILLWORK LLC AT MAX. 12'. UC SQP EZP4C� MIAMI SFLORIDA-W 120 3Et86 TEL.1(305) 255-7783 10 to A / \ so— to A / �YPX FAX :(305) 255-6613 / \ C = vC VWW.DISTINCTIVEDDDRS.CDM z / \ to z (y C H PRODUCT. W I. ` D `° W W a� " ` _ SWING OUT ao a / \ W o a m / A A W WOOD DOOR I� W Q N C s9 EO p Im Z o nl B s8 u0 ¢o N N SOLID W000 PANEL a " se a �( sa to Q CLUSTER OF as Na '^ E nN v'd \ 0) a` a W \ 5 ATC3'�C H ti x< Engl3a 31nr. W a \ oa Oty ¢ z� CA8110 se\ sn /se sa ih ¢¢ 8871 W.SUNRISE BLVD.104 x PLANTATION,FLORIDA 33313 t VU p hBP�d�t1�Cc GGiipi� O 01 T 11 •VF rlq yi �I c rot ,1,s O�... �� 72 3/4' DOOR OPENING ►� 36 3/8' ,11 �C 75 1/4' FRAME YIDTH X7/8' 3 3 ? •••••• ��•• IL FW PAIR ELLIPSE DSR SINGLE HALF ELLIPSE DOOR 13 ANCHORS SPACED x �AT MAX 7 112 OC T MAXI, 7S 1/2' OC T PAIR ELLIPSE DOOR �'S ~•:••••' �� SINGLE HALF ELLIPSE DOOR PEDRO 638na SHEET DETAILS DRAFTING 8 A, B, B1, B2, C MODEL A PROMMO&NIM 9 F F1 H H1 K ELLIPSE SWING-OUT DOOR 10 D SINGLE DOOR (MAX. 36'X97') MUMI t1ADE PAIR DOOR (MAX 73'X97') DESIGNED LOADS PD= +75 PSF, -75 PSF - (WATER INFILT. EXCEPTION) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) oPRDI CC*nagAa SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION 3 MIN.WOOD SPECIFIC GRAVITY=.63 HARDWARE SCHEDULE HINGES <IS)- _ (4) 000.093 THICK BRASS COATED STEEL HINGES ATTACHED WITH (9) #IOX1' FHSMS. LOCK ACTIVE SASH (19), DATE:OW30010 MULTI POINT LOCK SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE WITH 3/4' THROW, SCALE:NA ONE EACH AT HEAD AND SILL., AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED DESIGN BY,PPMP WITH A LEVER HANDLE AND STRIKE AT 39' FROM TIE BOTTOM INACTIVE STILE <20>1 Drawing NumW t.00KED USING KVF KODEL AS7000, TWO POINT t.00K ENGAGING INTO HEAD AND SILL WITH 10-1" 3/4' THROW. THE STRIKE PLATES WERE ATTACHED TO THE HEAD AND SILL WITH A COMPINAT113N OF (2) @10X2 3/4' FIISDS INTO THE REINFORCING BRASS INSERT AND (3) #10X1 FHSMS SHEET THROUGH THE STRIKE PLATE ITSELF, OF 13 MANUFACTURER TYPICAL ELEVATIONS TYPICAL FRAME ANCHORAGE ALL AMERICAN 11 ANCHORS MILLWORK LLC AT MAX. 12'13C 12920 SW 120 STREET MIAMI- FLORIDA- 33186 A/ \ A/ FAX +(305) 255-6613 / \ / A WWW.DISTINCTIVEMS.CDM 1� D) 4 a18 PRODUCT. N i EE SWING OUT m le 18 of LL m le a t� � a WOOD DOOR O D. C 19 211 C 19 O W Q N Is— a. .\i T_ SOLID WOOD PANEL " w0 Ll K n� w m 0 a a a CLUSTER OF 3 4H -� \ �Q \ xQ \ ^ ¢Ld o ANCHORS AT 3'OC ri��II �t�r• = o. C = m `*w N le m Via CA 8119 �7 d'w OD B\� �W m B\M B\� D.104 aX PLANTATION,FLORIDA 8011 W.SUNRISE V99913 OD OD zQhtipd/angco as DOOR OPENING I 40' �. qp• ID illCSIF ,EN DO DO `�4 S a 82 FW 52� 43j' FW 43J' FW ZD _ PAIR ARCH DOOR SINGLE HALF ARCH DOOR SINGLE FULL ARCH DOORa-o; OF ? 9 ANCHORS SPACED L �_AT MAX. 11 1/2' OC 4; �� lfl �►�11�1 z 3 ».. 11111 PAIR DOOR ARCHED SWING-OUT DOOR EL BMIN,WOOD SPECIFIC GRAVITY=.S3 Gao2 51& PE�tOoeFlo Pe I= Q +O 4 ANCHORS AT MAX. 12'OC DRAFTING+ SINGLE DOOR (MAX. 401X1071) SHEET DETAILS PAIR DOOR (MAX. 78'X 107') 8 A, B, B 1, B2, C P� /y PD= +75 PSF, --75 PSF - (WATER INFILT. EXCEPTION) 9 F F1 H H1, K �1we�' PD= +60 PSF, -75 PSF - (NO WATER INFILTRATICN) SEF. SHEET 6-13 FOR WATER INFILTRATION EXCEPTION 10 D a . a o � ptNi9DUl.T��DF HARDWARE SCHEDULE T_ HINGES <18>+ a x a N a, P¢ rn (4) 4X4X0.123 THICK STEEL HINGES COATED W/ BRONZE ATTACHED WITH (8) #10X1• FHSMS. yam £ h vl as ox LOCK ACTIVE SASH (19>+ v X p� =S MULTI-POINT LOCK SYSTEM, KFV MODEL A37370, FIVE POINT ACTIVE WITH 3/4.7HROW, ONE EACH =E zf AT HEAD AND SILL AND THREE ENGAGING INTO THE INACTIVE LEAF, AND INSTALLED WITH A LEVER Z ¢¢ HANDLE AND A STRIKE AT 39' FROM THE BOTTOM. ¢¢ n DATE:0813012010 D SCALE:NA INACTIVE STILE <20>+ DESIGN BY:PPLV ONE KVF MODEL AS7000, TWO POINT INACTIVE INTO HEAD AND SILL WITH 3/4'. THROW. ITHEERTRFI R LOCK BAT TO PENETRATE. HE PSTEEL ATTE WAS INSTAXL8LED4USINGC(6)1/4X3' WOODWITH TWO ES WITH SCREWS N AL � ,jjF Drawing Number STAGGERED PATTERN. 4 ANCHORS co 4 ANCHORS 10-144 THERE WERE TWO STRIKE PLATES AT THE BOTTOM EACH 1.25 X 2X .125 THICK WITH STEEL INSERT FOR SPACED AT MAIL SPACED AT MAX LOCK BAR TO ENGAGE. 4A 11 i/r DC I1 I/2' ac SHEET SINGLE HALF ARCH DOOR SINGLE FULL ARCH DOOR 3 OF 13 MANUFACTURER TYPICAL DOOR ELEVATIONS TYPICAL FRAME ANCHORAGE ALL AMERICAN 5 ANCHORS AT MILLWORK LLC / MAX, 15 1/8'0( 3. 12920, SW 120 STREET A A 9 ANCHORS AT' (� MIAMI- FLORIDA- 33186 18 to 18 4 MAX. 15 1/8113C I TEL,1(3U5) 255-7783 j FAX 1(305) 255-6613 a 1�/ D\\8 ° te// M WWW.DISTINCTIVEDDORS:CDM w w g w< x I PRODUCT: w w SWING OUT P3 Lwa 3 a C 19 K C a C 19E ae ¢o WOOD DOOR z 1:9aD • y y SOLID WOOD PALL X = m 11 aIx M te� to in e) v �e� L0 y r3_ Engle ft. CLUSTER DF 3 tO `O o+ m `o m 0^, mac^ ANCHORS AT 3°OC z^� zt �u 31ttP. N to B / ie Al to B ¢ ¢ OA 8119 >i >i 8871 W.SUNRISE BLVD.104 PLANTATK)N,FLORIDA 33313 m a+ W hlgrJ/mgc*bw l& I72 5/8' DOOR OPENIN1�1j1prraE�a'(� + G 1_36 5/16' �� ri PAIR DOOR �-75 1/8' FRAME WIDTH AO Q` +'°• SINGLE DOOR 38 13/16' ��/�•••V r � FW 2609 M�� 11 ANCHORS AT 3' 3' -Vt. MODEL C MAX, 10 I/2'OC ANCHORS A `.�0': SQUARE SWING—OUT DOOR MAX, 8 5/9'0C a ,. ,► SINGLE DOOR (MAX. 36'X96') PAIR DOOR PECto d 6 SHEET DETAILS PAIR DOOR (MAX. 72' X 96') SINGLE DOOR noo 8 A B, B1, B2, C HARDWARE OPTION 1 DRAFTINW 9 f F 1, H, H 1 K PD= +75 PSF, .-75 PSF.. - (WATER I NF ILT, EXCEPTION) �B ®a PD= +.0 PSF, -75 PSF - (NO WATER INFILTRATION) 10 D SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION MIN.WOOD SPECIFIC GRAVITY=.53 IW 43AOEBCx,O: HARDWARE OPTION 2 Pd= +55, -60 PSF CALL LOCKS ENGAGED) Pd- +20, -16 PSF (PRIMARY LOCKS ONLY) www"opm N HARDWARE SCHEDULE — OPTION 1 HARDWARE SCHEDULE -- OPTION 2 DESIGNED LOADS = +55 PSF, -60 PSF CALL LOCKS ENGAGED) PD= +75 PSF, -75 PSF - (WITH WATER INFILTRATION) DESIGNED LOADS = +20 PSF, -16 PSF (PRIMARY LOCKS ONLY) PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) - ----• HINGES <IS>, HINGES <18>, (4) 4X4XO.123 THICK BRASS COATED STEEL HINGES ATTACHED WM (8) 810X1' FHSMS. (4) 4X4XO,123 THICK BRASS COATED STEEL HINGES ATTACHED WITH (0 #1OXI' FHSMS. LUCK ACTIVE SASH <19>, LOCK ACTIVE STILE <19>, DATE.06=/2010 DEAD BOLT EMTEK #8439 GRADE I LATCH ENTEK 98100 GRADE 3 CPRIMARY LUCK) SCALE:MULTI-POINT LUCK SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE W/ 3/4' THROW, (2) NAGGER SURFACE BOLT 276D ATTACHED V/ (4) #10NA X1 3/4' SMS AND A 1/4' SHIM SCALE: 9Y:PPMF ONE EACH AT HEAD AND SILL, AND THREE ENGAGING INTO TIC INACTIVE LEAF, AND INSTALLED WITH A LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM LOCK INACTIVE STILE <RO>1 LOCK INACTIVE STILE <20, (2) V & F 24' FLUSH BOLT MODEL 2000-XX-1UIO (PRIMARY LOCK) DrerMng Number ED LOCKUSING KVF MODEL AS7000, TWO POINT LOCK ENGAGING INTO HEAD AND SILL WITH 10-144 3/4' THROW. NOTE, THIS HARDWARE SCHEDULE CAN BE USED WITH ALL OTHER DOM MDDELS LIMITED TO THE DESIGNED LOAD HERE IN SPECIFIED, MAXIMUM DIMENSIONS AND ANCHOR SPACING. SHEET 4 of 13 MANUFACTURER: ALL AMERICAN SEE SEPARATE NOA MILLWORK LLC' FOR SIDELITES 12920 SV 120 STREET MIAMI- FLORIDA- 33106 AND TRANSOM TEL (305) 255-7783 FAX 1<305) 255•-6613 1541 VW.DISTINCTIVEMM.CIDP SEE SEPARATE NOA -37 3/4'— MAX. 75 1/8'-- 37 3/4' FOR SIDELITES PRODUCT: AND TRANSOM SWING OUT - - -�=__IF4 __ ��I7=___II WOOD DOOR_� IIII r------�� IIII Fr II _ SOLID WOW PANEL Enghtee II II U IIII u II IIII II II II i�� J� LL�. �� ftD I LL==J U=_=J I / ' ��.�� aA8116 8971 W.3UNRIS6 BLVD.104 PLAWATM,FLORIDA 3;1313 hftXftgw DE r`wL `'ti II II II II I! / � it ,�� ••• """"•••�• Ln II 11 III H I II II II II L�J� �L�.l ,°Q�°.••''' �F''�. . '" tl II II ttl DOOR DPEMINO III II II II iu tlr I aPE14I� III III 9 * 529 APPLICABLE PDR III 11 (I ,\.• II II APPLICABLE FDR = II II t t I MODELS C OR Cl (vH 1 I I II II III t 119 II tl IIII III moms D III IIII U. ti OF II III III II II I I it >� � �•. �,�� II i! II II ,.� IIII I III IIII � '�. �d�,,a� II II I! Ilf III II II II Illi III III IIII ,��, _Ps II II ii III III U II II It 8L=_ 111 III L=_4 11 I!I'LL 1 it DRAFTINOj 1 III II IJI' IL JIItLL-- PKDRaFtiN�IaE -All WO&OADB B= — -- - MAX. FW- 820'----►I TYPICAL ELEVATIONS nmmftvum TYPICAL ELEVATIONS " " MODEL E SQUARE DOOR W/ TRANSOM/SIDELITE MODEL D DESIGNED LOADS = SEE MODEL C & C1 WNtla� DOUBLE ARCH SWING—OUT DOOR DP= *75 PSF DATE:08/302010 SCALE:NA SHEET DETAILS DESIGN BY:PPMF 8 A, B B 1 B2 C Drawing Number 9 F, F1 H H1 K 10 D 1U-144 SHEET 50F 13 MANUFACTURER: 5 ANGWRS SASH PANEL•OPTIONS ALL AMERICAN MIN.WOOD SPECIFIC GRAVITY=.53 MILLWORK LLC h+i5 15►� 12920 SN 120 STREET MIAMI- FLORIDA- 33186 TEL.1<305) 255-7783 _ FAX 1<305) 255-6613 WWW.DISTINCTIVEDOORS.COM )e A / A ®® ®I� PRODUCT: N 16 / ®® SWING OUT zgo L'i / 4 WOOD DOOR W W Q C ®® SOLID WOOD PANEL E3 Z O AI I9 n a x ®® ®® E118IT188tIi�, 7� w le Q Q 1015 102S 109S 106A IO6S MGM O+ \ m IOTA 102A 109A 106E 6971 W.SUNRISE BLVD.104 c�Qu 101E 102E 109E PLANTATION,FLORIDA 33313 httpllengao�abk wo �--42' DO—►I I+iS i #1 No.•E'"`Y` '•"G. 44 FW 5 ANCHHORS MODEL ARCH S $'Qt r *; 101 A S E 8 SOLID PANELS TYPICAL ELEVATIONS 'TYPICAL FRAME ANCHORAGE 102 A s E 6 S LID PANELS "" ��1 1 S L - ... NGL a Rg900 MODEL Cl 109 A S E 2 SOLID PANEL DRAFTING3 . SQUARE SWING-OUT SINGLE M13R (MAX. 42'X96') PD= +75 PSF, -75 PSF - (WATER I NF I LT, EXCEPTION) WAMI-0AOE BOtO: PD= +60 PSF, -75 PSF - (NO WATER INFILTRATION) SEE SHEET 6-13 FOR WATER INFILTRATION EXCEPTION 11lODilER "ownidffi1t�Plbulsl HARDWARE SCHEDULE WATER B+lFILTRATIOPI EXCEPTION& HINGES <te> DOOR ASSEMBLIES INSTALLED IN N13NHABITABLE AREAS OR INSTALLED C4) 4)4X4 093 THICK BROCO NZE ATED STEEL HINGES ATTACHED KITH<8) p10X1' FHSMS UNDER AN OVERHANG WITH RATIO LENGTH/HEIGHT EQUAL OR MORE THAN 1, DO N13T NEED TO MEET THE TEST FOR WATER INFILTRATION. LOCK ACTIVE SASH t19>- MULTU POINT LUCK SYSTEM, KFV MODEL AS7370, FIVE POINTS ACTIVE N/ 3/4' THROW, ONE EACH AT HEAD AND SILL. AND THREE ANGAGING INTO STRIKES LOCATED AT THE JAMB, AND INSTALLED WITH A OVERHANG LEVER HANDLE AND STRIKE AT 39' FROM THE BOTTOM. A l 1/4•X2' X I/S' THICK STEEL STRIKE PLATE VITH A REINFMCING BRASS INSERT WAS ATTACHED TO THE HEAD USING(1) 91UX2 3/4' WOOD SCREW. A DATE 06IS012010 BRASS INSERT WAS INSTALLED INTO THE SILL TO RECEIVE THE LOCK BAR USING A 910X1 WOOD SCREW. OHL_ SCALE.MA II DESIGN BY:PPMF SHEET DETAILS = OHL- OVERHANG LENGTH Drawl Number 8 A B L BC C _ OHH- OVERHANG HEIGHT 10-144 9 F F1 H H1 K o 10 D n SHEET _._ 6 of 13 MANUFACTURER: WOOD PANEL OPTIONS ALL AMERICAN MILLWORK LLC 12920 Sot I20 STREET MIAMI- FLORIDA- 33186 8, 8A TEL.I C 305) 255-7783 FAX 1(305) 255-6613 DON 995 NUN.DISTINCTIVEI S.CUM 1 STRUCTURAL IV SILICONE PRODUCT; SWING OUT TYPES W WOOD DOOR 131•COMPOS17E WOOD PANEL pq MINMUM BRE:&8' SOLID WOOD PANEL U2"MAHOGANY+114•PLYWOOD+lir MAHOGANY Milt THICKNESS REDUCED TO.60'AT PANEL STOPS. _1 A X 08: 2A, 3A 18GAx1 1/4' BRAD NAILS CA�1��Q itr. AT 1' FROM END AND 3'OC 5071 W.SUNRISE BLVD.1014 PLANTA'RON,FLORIDA 39319 httD9/mlgoW bk .#10,0,'0� 8, 8A d�11,Q•� ''•'F DON 995 STRUCTURAL SILICONE 3 II � TYPE N P 1 A, 1 •. .•'��A11t Li IItYWMPOSITEWOOD PANEL •M # MINIMUM BRE:w PEDRd�16 62808 8S'MAHOGANY+114"PLYWOOD+188•MAHOGANY DRAFTING, pp THIdNESB REDUCED TO k01 AT PANEL STOPS, 18GAx 1OR1/44+ BRAD NAILS �p ter 2, 3 AT 1' FROM END AND 3.00 1 MIAMI-RADE ROM. 2 8H �.. 186tYh II TYPE 88 1 SW COMPOSITE WOOD PANEL DON 995 MMIMUM BITE:ar STRUCTURAL ire MAHOGANY+3V RED WOOD(30-01)- SILICONE 0.010 POLYESTER FILM W10.020 AIR OAP+tib•MAHOGANY THICKNESS REDUCED TO AZ AT PANEL STOPS. -� SCALE:N U<2D10 1A o - DESIGN BY:PPMF m EXTERIOR DrevWn Number IBGAx1 1/4' BRAD NAILS g AT i' FROM END AND 3'OC 10.144 2, 3 SHEET 15/16• 7 of 13 MANUFACTURER: BY OTHERS ALL AMERICAN 1X OR 2X PT WOOD MILLWORK LLC SEE FRAMING {--DDDR OPENING (DO) 1 � IF REQUIRED 129 SN 120 STREET ANCHORAGE: DETAILS MIAMI- FLORIDA- 33186 TYPICAL ON SHEET 10 TEL.,(305) 255-7783 EXTERIOR FAX 1(305) 255-6613 CAULK GE 1000 T— BY OTHERS 5-\ SEE FRAMING VW.DISTINCTIVEDOOK CUM f1X OR 2X PT WOOD ANCHORAGE DETAILS 04 IF REQUIRED SCHLEGALON SHEET 10 PRODUCT: QED-65O 2 SWING OUT LL INTERIOR WOOD DOOR 1 X g SOLID WOOD PANEL a.,ti EMBED. Enghoo i 5 DETAIL C CA6116 WOOD PANEL EXTERIOR JAMB OPERABM 681`1 W.SUNRISE BLVD.104 SCHLEGAL Q-LON SEE SHEET 7 I PLANTATION,FLORIDA sesta QED-650h 0� '�L I— BM"&W VIM CDN)- DETAIL A DN)DETAILA MAXTYPICAL EXTERIOR ,4�' ••J HEADER 114 CAULK GE 1000 * 2609 a 2 WEATHERSTRIPPIPK4OP17OI 8: 1•SCHLEGAL QA QED 860 ^ WOOD PANELS 2-THERMATRU WTFE�t80sy :r R'SHEET 7 WOOD PANELS pEGRDE -pE6ew6 Ll SEE SHEET 7 ''-' EXTERIOR INTERIOR WOOD PANELS DRAFTING z -' SEE SHEET 7 PSB®88E DETAIL B DETAIL B2 EXrERwR INTERIOR C3 Ix C3 r9 USE OF ALTERNATE SQL " BL B2 IS ACCEPTABLE DETAIL B1 SILL 2 2A SCHLEGAL 0-LON QED-650 SCHLEGAL Q-LON , SCHLEGAL Q-LON 2 QED-650 QED-650 6B 6A 6 �_ TYPICAL EXTERIOR DATE:08/30/2010 CAULK GE 1000 SCALE:NA a TYPICAL DESIGN BY:PPMF EXTERIOR Drawing Number TYPICAL. SEE FRAMING CAULK GE 1000 EXTERIOR ANCHORAGE DETAILS SEE FRAMING 10-144 ANCHORAGE DETAILS FRAMING CAULK GE 1000 ON SHEET 10 SEE ON SHEET 10 ANCHORAGE DETAILS SHEET ON SHEET 10 8 of 13 MANUFACTURER: SEE SEPARATE NOA --SEE SEPARATE NOA ALL AMERICAN �^ FOR SIDELITE FOR SIDELITE F_— -I DECD MOULDING MILLWORK LLC 12920 SW 120 STREET DETAIL H1 I MIAMI- FLORIDA- 33166 TEL.<(305) 255-7783 JAMB i SIDELrm If DETAIL H FAX <<305) 255-6613 JAMB/S1DEI ITE MDISTINCTIVEDMIRS.COM INTERM THERMATRU PRODUCT: n r wrFD681e0 INTOVORSWING OUT WOOD DOOR SOLID WOOD PANEL - L- Engh Lig: —— T--� iEYtg(Scr Jnr. EXTEND J————L-� CA8,18 —— _— EXTERIOR 6971 W.SUNRISE BLVD.104 WOOD PANELS PLANTA 98313 SEE SHEET 7 DECO MOULDING WOOD PANELS Ip+ �, t1?r1 '°. i SEE SHEET 7 +t�0 ••• ••..�;z L� DETAIL F1 ++�•••• ... ••..g 9� DOCK TRANSOM �� rJ DETAIL F 'All: gyp, 2809 t t I I DOOR TRANSOM WEATHER STRIPPING OPTIONS: :•A: 14 1-SCHEGAL MON 0D411� §8 2-THERMATRUVFB88180 4,J ceIN ' I -� g I I Z= �` r I?AV ntOtt d wo I I ¢w I I g PEDRO DH Rlat aEDo•rs l ARAFTING, yq I I f II — _ w� DETAILK wuL & r � 1 L , y DOOR DvrERMEDwrE Darr�Aoe00001 umx I w I w 7 f—-yo--1-u--—� kc&/:Z!ezzzZ/ WOOD PANELS WOOD PANELS IMMUCTUVM SEE SHEET 7 INTERIOR SEE SHEET 7 �l4trI1 --- - i Z y EXTERIOR o DATE:08190/2010 SCALE:NA 0 3, 3A DESIGN BY:PPMF A A Drawing Number WOOD PANELS WOOD PANELS 10-144 SEE SHEET 7 f SEE SHEET 7 SHEET �jI 9 OF 13 MANUFACTURER DETAIL DOOR HANDLE ALL AMERICAN MEETING nMO STILES INTERIOR THERMATRU 112 20 SW 1220 STREET oRK � WTFB68/80 MIAMI- FLORIDA- 33186 4 TELL 005) 255-7783 3A FAX j(305) 255-6613 WWW.DISTINCTIVEDDORS.CUM PRODUCT: SWING OUT f WOOD DOOR SOLD WOOD PANEL WEATHER STRIPPING OPTIONS: EXTERIORI-SCHLEGAL(-LONOED•6S0 En8htea9 2, 2A \_#7x2 1/4' GRABBER STREAKER 2-THERMATRUWTFBfitiBZOfE 1tR(gD . 3nr" FINE THREAD TRIM HEAD SCREWS CA8116 SPACED AT 9' OC 8871 W.SUNRISE BLVD.104 w.ANTATww A 133313 FRAMING ANCHORAGE DETAILS No. � •k OPTION 2 P FRAME MOUNTED WITH MAXIMUM 1/4' SHIM AND 0 MAX. MAXIMUM 1X PT CONTINUOUS WOOD SPACER OPTION 4 FRAME WIDTH 1/4" SECURED BY 1/4' TAPCONS BY ITW BUILDEX WITH FRAME MOUNTED DIRECTLY INTO METAL (FW) ---� 1 1/4' MIN. EMBEDMENT INTO MASONRY (JAMBS) FRAME WIDTH MAX. STRUCTURES WITH MAXIMLJ14 1/4' SHIM OR INTO 3000 PSI CONCRETE. FOR INSTALLATION (FW) 1/4" 1/4"-20 HUH GRADE 3 SDS INTO MIN.1/B' A36 PEDRODEFl6UEOtEDO•P@82� INTO METAL STRUCTURES USE 1/4-20 HWH GRADE I STEEL OR 6063-T6 ALUMINUM. .. . a N S SDS .. .. (REFER 70 ELEdATIOPLS 13N SHEETS 2 THROUGH 6 DRAF�TIN�Cn�p� �p p�� 11 (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR i[Ii ANCHORS QTY. AND LAY-OUT) pliam5##�q�tilm ANCHORS QTY. AND LAY-OUT)° N IX BUCK TO BE PROPERLY DESIGNED BY OTHERS. Mi4RMGADB scm w. Z ° iu FRAME WIDTH 1/4 FRAME WIDTH 1/4' CU EXISTING ° °° wl STRUCTURE 1/4 •.<• I r WQ.. / EXTERIOR MAX. i q t1 e4o IU . EXTERIOR 2X BUCK OPTION I °O' ;° BY OTHERS DATE-0613=10 FRAME MOUNTED DIRECTLY INTO SUBSTRATE WITH °• SCALE:NA MAXIMUM 1/4' SHIM AND 1/4' TAPCDNS BY ETW wF a OPTION DESIGN BY.PPMF BUILDEX WITH 1 1/4• MIN. EMBEDMENT INTO h° y FRAME MOUNTED DIRECTLY INTO 2X PT WOOD MASON" (JAMBS) DR INTO 3000 PSI CONCRETE ° .w q~ BUCK($0-0.55) WITH MAXIMUM 1/4' SHIM (REFER TO ELEVATIONS ON SHEETS 2 THROUGH 6 FOR N AND SECURED BY #14 SS WOOD SCREWS 13R Drawing Number ANCHORS QTY, AND LAY-OUT) EXTERIOR a CELEVAT113NS EMBEDMENT. ON SHEE S 2 THROUGH 6 EXTERIOR TD 10-144 ° FOR ANCHDRS QTY. AND LAY-OUT) EXISTING 2X BUCK TO BE PROPERLY DESIGNED BY OTHERS. 1/8` SHEET STRUCTURE M I n• 1 O OF 1 3 MANUFACTURER FRAMING COMPONENTS SASH COMPONENTS ALL AMERICAN] ,— MILLWORK LL ta VARIES 12920 SW 120. STREET --4.563 --- � C MIAMI- FLORIDA- 33186 o TEL.1(305) 255-7783783 ., FAX 1<305) 255-6613 oWV,DISTINCTIVEDADRS.COL o N 0.625 --T TYPE 1-GLAZING STOP r PRODUCT: a 3.375 LAMINATEDORSOLIDWOOD TYPE IA-GLAZING STOP SWING OUT T1•PE 4-ASTPftGA- LAMMIATEDOR SOLID WOOD TYPES LWINATED OR SOLID WOOD WOODDOOR DOM HEADER AND JAMss WINDOW HEADER,JAMBS AND SILL SCUD MOOD PANEL LAMINATED OR SOLID WOOD 1,813 —1,813— (.625 625 Engrooft' 2.975--- 1. 188 0.325 :4Enq(9 v 3rtP. CA811e c0071 W.SUNRISE BLVD,104 2,395 PLANTATION,FLORIDA 3:1313 cjT D��Jj "f1mv*w1a.bIz MAHOGANY•• o� I�'111hof iejy�e oo� Q 363 OT I-------5.370 q TYPE S-DOOR TFRE$HOLA z z ;k LAMINATED OR SOLID WOOD 31 DRAF�TIN�Cu�I�y �! MAHOGANY �YpAS'S2gSq aI��SIi 3/4' SYP _T_ —Tim TIME PT WOOD N00 LAMINATED ORSOIDWOOD LAMINATED PINATEDRSOLE Mwa1-DADEBeco LAMH4AT®OR 80UD WOOD Am 0.625 1.813 L 1. 188 0 400 0.325 pno momm Lm dmdwFh to 5a— TYPE a TYPE SA-DOOR THRESHOLD o LAMIIdAT'FD OR SOUD WOE raw= 0.325 0.325 ALUMINUM MAHOGANY a -�---- i DATE:00/3012010 z' SCALE:NA DESIGN 9Y.,PPMF 4.56 Drawing Number TYPE$B o 10-144 LSA ALUMINUM THRESHOLD TYPE 3-INTERM®uae RAIL TYPE 3A-INTERMWIATE RAIL SHEET HORIZLAMWAATEDALORSOL1DWOOO L tKATE�DOR LIDS WODD 11 OF: 13 MANUFACTURER; SASH 2A/3A ASSEMBLY- SASH 2/3 ASSEMBLY ALL AMERICAN MILLWORK LLC 12920 SV 120 STREET (1) 5/8'X5 & (1) 1/4'X5' ( / MIAMI- FLURIDA- 33186 STEEL REINFORCING BOLTS- STEEL REINFORCING BOLTS TEL,#(305) 255-7793 FAX 1(305) 255-6613 VERTICAL WK DISTINCTIVEDDIIRS.COM VERTICAL STILES TYPICAL 1/2'DIAM x 5' STILES TYPICAL 1/2'DIAM x 5° PRODUCT: WOOD DOWELS WITH WOOD DOWELS WITH ,p, 2 3/4' PENETRATION 2 3/4' PENETRATION SWING OUT INTO HORIZ. RAILS INTO HORIZ RAILS WOOD DOOR SOLI)WOOD PANEL Engine9dng: TOP RAIL � TOP RAIL � �Ett,�tl�Or �1tP• ca a11s 8971 W.SUNRISE BLVD.104 p PLANTATION,PLOWOA 33319 L httn:i/BnQW6�je/iapr� il oE FIG G ....... .�Gv g 3 ''•J 288 ¢� * 1 * INTERN. $ •' 1�a,,` INTERN v STILE VERT. PEDRO DE FI ,PE STILE DRAFTING MWNI4AD680tXk v tursoft I N RA ISL INTERN. �j� RAIL lr{y/�/ � Mr6tae v C1) 5/8'X5 & C1) 1/4'X5' <1) 5/8'X5 & <1) 1/4'X5' s�0D10 STEEL REINFORCING BOLTS STEEL REINFORCING BOLTS DESMON BY:PPMF Drawing Number 10-1.44 BOTTOM RAIL BOTTOM RAIL SHEET 12oF 13 MANUFACTURER ALL AMERICAN TYPICAL CORNER FRAMING MILLWORK LLC CONSTRUCTION 12920 SW 120 STREET MIAMI- FLORIDA- 33186 BILL OF MATERIALS TEL.:C3U5) 255-7783 FAX x(305) 255-6613 WWW.DISTINCTIVEDIMIRS.CUM 'o C 5) 7/16'X 5' PRODUCT; CROWN STAPLES ITEM DESCRIPTION 1 LAMINA ED OR SOLD 0 LAZING S SWING OUT lA LAMINATID WOOD GLAZING STUP E- ATED OR SOD DOOR RAIL/STILEWOOD DOOR �/ 2A LAMINATED OR WOOD DOORRAIL/STILE $OLID wow PANFI 3A LAMINATED R W0 D DQO INT RM LATE RAIL ED8► �H 4 LAMI.NAT R WOO DOOR ASTRAGAL Eng( o Jlttr, 5 AM I NA D OR WO D DOOR FRAMING CA 5118 400 6 LAMINATED OR WOOD THRE HOL 9971 W.SUNRI88 BLVD.104 WOOD GLUE AT GA LAMINATED OR WOOD DOOR THRE LD PLANTATION.FLORIDA 33913 ALL JOINTS 4 1/2 x I ALUMINUM ENDWURA TER hlgrJ/e rodWx 7 TS 4X2-- / ' T - 'Ioloofir iieee�,� 7A 1/4 4 AL 9 QED STRIPPING ST A36 STEEL RE NFORC aI tlE IQa'J 5 T R ATRU W FB68/ ST WEATHER RIPPING �oo- �jz SFS°'.GG' 9 GE 100 SIL CO SEALANT a4 1 P Y EAM S A A AN 5 11 DOW 995 SIL CONE k 12 /1 SS PHMS 13 7/16' CR13WN STAPLES .j 7X 1/4' R R EAK THREAD TRIM A SCREWS 5 6' TW NHUNS 16 1/4' APC S BY Pam 9m 17 914 S WS 8l4-2D_HVH MADE p SELF DRILLINGDRAFTINGi 19. 1/2' .WEIIGE..BOLTS ANCH S Y.POWE C3> 914X2 3/4' 0 1/2'X5' WOOD DOWELS FH WOOD SCREWS21 5! 'x5' STEEL BOT MKVA4)ADE 8, 22 1 4 x ' STEEL B T E$ ND II MTUM "oon GLUE BY FRANRLIN MANUFACTUWRPC_� al�f6r' Wre'We shun Aa�uOooNo WOOD GLUE AT ALL JOINTS DATE:C W30=10 SCALE:NA RAMS REMIYLDESIGN BY:PPMF 6, 6A, 6B THE TOP CORNERS WERE RAB TED Cl/2' NOTCH ON T E JAMBS) AND FASTENED TOGETHER WITH (5) 7/16'X2' Drawing Number JOOWN INEDSANDLES, THE FASTENEDBWI WITCORNERS H 4114X2WERE 3/4'BUT TWOOD 10-144 SCREWS, WOOD GLUE WAS APPLIED AT ALL JOINTS SHEET 13oF 13 z MIAM MEIN MIAMI-DARE COUNTY,FLORIDA BUILDING CODE COMPLIANCE OFFICECCO METRO-DARE FLAGLER BUILDING PRODUCT CONTROL DIVISION 140�T FLAGLER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 OA (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE www nrbnldingcodeonline.com Cv A Tech Corporation 930 West 23`d Street Hialeah,FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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:Aluminum Tube Mullion-LMI APPROVAL DOCUMENT:Drawing No.M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 51 prepared by AI-FarOOq Corporation,dated 12/07/95 with revision C dated 07/24/08,signed and sealed by Humayoun Farooq,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 Division. MISSILE IMPACT RATING:LMI LIMITATION:This NOA is not valid without the corporate seal of Cury A Tech Corporation LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 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 aut comply with any section of this NOA shall be cause for terminati o ADVERTISEMENT:The NOA number preceded by the words b the expiration date may be ' Y xP� y displayed in advertising literature. 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 revises and renews NOA#07-0424.13 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A.Harris,P.E. 41- rwu�anoounrrr �• o NOA No.08-0813.08 "'' Expiration Date: March 28,2013 Approval Date: October 2,2008 Page 1 Cu v-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95-19A,titled"Aluminum Tube Mullions",sheets 1 through 5 of 5, Prepared by Al-Farooq Corporation,dated 12/07/95 with revision c dated 07/24/08, signed and sealed by Humayoun Farooq,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per TAS 202-941 Large Missile Impact Test per TAS 201,Cyclic Wind Pressure Loading Test per TAS 203,along with installation diagram of window prepared by Hurricane Engineering& Testing Inc.,Test Report No.FTL 5636, dated June 13,2008 signed and sealed by Carlos Rionda,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC- 2004/2007,prepared by Al-Farooq Corporation, dated 07/22/08,signed and sealed by Humayoun Farooq,P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance,dated July 22,2008, signed and sealed by Humayoun Farooq,P.E. 2. Letter of"No Financial Interest in Testing Laboratory",dated 7/22/08,signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No. 07-0424.13,issued to Cur-A-Tech Corporation for their Aluminum Tube Mullion,approved on 07/05/07 and expiring on 03/28/08. NBI�MaDApE Fitz A.Harris,P.E. 1APPROVED! Product Control Examiner NOA No.08-0813.08 Expiration Date: March 28,2013 E-1 Approval Date: October 2,2008 �{ 1.000 1.950--q .637 .687 N� ,25 ;YR - Z z.o� 2.000 rNDFRA.. �.126 ,.937 �•090 1.938TVP. .1281 X 2 X 1/B' 4.800 R I GLAZING PRODUCT TIJFIF M LION083-T6 ----4.69i•� MULLION CLIP (8083-TS) MULLION CLIP 1.000TYPICAL I (ALT.TO ANGLES) 1E64 REMOVED CUP LENGTHS MUST BE CUT TO FT SNUGL01T0 TUBE MULUONS.1-3/4 X 4-1/2 X.080" 1.480 2A00 3.000 128 TUBE MULLION �' 6063-T6 MULUONS CONTAINING TYPICAL GLAZING PRODUCTS LIL--Jl 2.0000solo HORIZONTAL OR VERTICAL .128 2.128 2.125 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X3X1/8" In O F TUBE MUI LGN 6063-T6 1.000 S.5OO 1.480 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. 7 .128 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED S a.ODO TYP' MULLION CLIP (8063-175) MULLION CLIP IMPACT AND NON-IMPACT RESISTANT PRODUCTS. w C CUP LENGTHS MUST BE CUT TO FT SNUG LEGS REMOVED 125 INTO TUBE MULLIONS. $EOTANGULAR ALUMINUM TUBE MULLIONS TYR USING MULLION PROPERTIES ONLY 4.000 .128 NOTES:PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE ; NONRDIENTS OF THE FLORIDA BIAImNG CODE 2004/2007 EDITION INCLUDING 2 X 4 X 1/0" 2.000 H04 VELOCITY HURRICANE ZONE(HVHZ). < Nag) TUBE MULLION ALL GLAZING PRODUCTS USED MATH THESE MULLIONS MUST MEET THE 6063-T6 APPLICABLE BUILDING CODE REQUIREMENTS LE:WIND LOAD,WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LI-1 2.000 I LOADS TO THE STRICTURE. m ANCHORS SHALL BE AS LISTED,SPACED AS MOM ON DETAIS,EMB MINT 1 X 4 X 1/8" �-"tx:'my➢y1wA'rd::L;a F'sm;;% TO BASE MATERIAL SMALL BE BEYOND WALL COVERING(STUC00.TILE M). TUBE MULLION ANGLE CLIP (6083-TB) CcClu SO63-T6 Aoft 9moNANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS Wig EvbmkaARE NOT PART OF THIS APPROVAL gF qqq 1.980 A LOAD DURATION INCREASE IN ALLOWABLE STRESS 6 USED IN DESIGN OF 3� ,25 D• E ANCHORS INTO WOOD OILY. t Et 01 M4TD u INCLUDING SSR NOT LIMITED TO STEEt/METAL SCREWS,THAT COSH INTO =TACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 20D4/2007 FLORIDA SUAG CODE SECTION 2003.8.4, 090 8.600 INSTRUCTIONS, 1 IRISCNIDA IS NOT VAUD WITHOUT CORPORATE SEAL EO $ ' OP URV-A-TH CORPORATION AND A LASH AFFIM. USE CHARTS AND GRAPHS AS FOLLOW& 1 <m 4.000 1 STEP t FOR PARTICULAR DESIGN LOAD REWIRED PER ASCE 7 FOR FMRTICULAR OPENBIO. STEP 2 USE DARE COUNTY APPROVED GLAZING PRODUCTS MEETING DIM w-mmom OWN ABOVE LOAD REGUD,EMENTILES Nth Sfl?U I � USE CONNECTION TO MULLION AS PER PRODUCT OAH.3838 USING APPROVAL. ON SHEET 2 SELECT MULLION SIZE WTTNL LIL------j 8 ,STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. drawing no. -3/4 x a x.090• z x 6 x ,/B• O E�ANCHOR GRAPHS STEP5ONSH � SHEET DESIGN RAk��AU�62008 M95-19A TUBE MULLION TUBE MULLION MORE THAN THE DESIGN MODS SPECIFIED IN STEP 1 ABOVE, 6063-T6 6063-T6 eheSt')Of 5 ■E►��71■ ��■■ tv1�■w■■■■■■■■ �ly�i► ►y�■■■■■ _ MONEM■■MMM■M MWEEMMUN■MON ►■MEMS«i■■\\■■ MOM\E■M■■E■E ■■\\■■\■■■■■\ l mmummmammms j ' MEM■NEME■■■E Mmm ONS■E■■■ ■RSINMENNOMME " \■MEMS■■NEON • „ ■ou\■■\N■■■M • „ ■ommum■\■\\E■ NEMEMSEEMMEM ONLOI mm■►`N■N■ ■\E■MMEMS■\■ _ :: WM■■■MMEMEM■ ��■NNNN■■O■MN MEINEM■■NNEM nK _ - ammmM■■\■■■■ - UNNNEWEEMOsumommammmN■ - ummam\N■■NM■masummommumm IWEEMEMOMMEME ME MEMEMEM\ISmummmmuM\N■■ mummmm■■\mEM NPUMEMEMMEME ummmumum■usm \EROMMINMEM N SDMMOMEMEMME M►\MOMM■NOM■\ MOMPMENOMMEN N"7MEONMEMME mummmm■■■umm MERAWN■ENNME BCk ►MEM �MEMEEN MUMMINUENE■■ mumil®ram. FrImm !■■■■■ ■ . 1 ■1■\ Malum MMEMEMENESMM muff■■■■N■■■■ :-- EMMMEWE \■NOS OWMENEMENE\■ � ME\MMM\MN\ �\\1Off■mm■m\■■ '" . -. ,. M\O\MEMENUME MMOM■MMEN\■W " �11u■\■\\■■\�L'■ a. IIMBE\MME\E\■ \1■MUMENN ENN ■1■►\E■EE\EE\■ " ■■■ammum■►N■ • " ■WE■■M■OM■■M ■amsm\m■\pffim x:11111 NNE\MEMEM■OM MwM■mMMM\■■E " ■mEmm■\■mass MOMMOMMSM■■► ►SEM■MMM■NEEM ■mmmmmummmS■ mmmSNmmumm u - MEMANNMMME\M - mmum\■m■mmm\ expo■� - ' \\■\a■\m■■SE■ Mummommum■M► - _ Nm■mmmmu■■\m EMMUNE\MEE ■■m M��■■gym■■ MM ■■■\Nm\■■\\■ n,,.., ■■drum■■NONE ■■\NE►NMEMON UNNUMMIMEMB No ■MM\ISM■R\■■E MEMEN\ENI►\EE ■■■■■mi■■�\■ m ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART C ANCHORS TYPE A TYPEA Q /B" IIUdL P m 6 rl U.m .1 a..i a. I I a, I W uj zm �m 8 z� r � Cm em 4 cr or o m 'D Lf) 4 m 80 ANCHORS TYPE B RAN.H.RS TYPES a n Z N 20 30 40 50 60 70 80 20 30 40 60 60 70 80 20 30 40 60 60 70 80 2 1 a TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ANCHORS TYPE HORMONTAL nnucN �S on c int aH R twa ARM TO aH INSCROM INSM RECTANOWAR SHAPE E 6 r....7-WERE. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER MULUON LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. CLAM t (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PROOM PROM= CLAMm PR OT PROD= A��TM A.SORC mu ANCHORS A.a OR , NUWWI SPAN wt wz A.PC iegaT CAN. FTi ru t mrLmj) $• ...�{' as mr!;p75'ui:rid,8:.��.BABt�i 8 57 TYPICAL MULLION ARRANGEMENTS AeBeep�+saS cc73o >�}+ettonIDtNo - drawing no. WIDTH (W} _ "t z ANCHORS]r AUG 0 6 2008 M95-19A p sheet 3 of 5 ANCHORS TYPE 'AANCHORS TYPE '8' ANCHORS TYPE 'C' V*,V 8 a. M@TCH'MOOD BUCK 4/4^.ULTRACON ° TL ANNG ETOO MAWRY ZAT '.1/ANGLE ad.1/4'0 ULTRACON C 2/ANGLE o 2 x 2 x t/a• 9 2�MXANGLE '°a 2 ALUMMOLEea r' 18Y ANGLE ALUM ANCLE 'O NjMIULLION _ �2�S LS. ., / 14 S.Y.& 8 14 S.M.S. AMOLE ° 2/ANGLE ° J/ANCLE� '9/4'4 ULTRACON� IL O 1_1/ _____ MIN .l..,r..-,..-•- __ + d `2/ANGLE "A 1/2'MAX. G MUWON MULLION < MULLION n °'ONLREfE OR NASONRY BLOCKS IBY OR 20Y 18Y OR 20Y MUWON wow°LICK MULLION WOOD BUCK 2 X z x 1/fi• ° 2 X 2 X 1/a' a MULLION 2 x z x 1/a^ 28Y _ z ANO TUBE MUWON 0 a _ AWM ANGLE AWM ANtB.E 'O 3-8/8'LONG C g� 2-8/8'LONG 2-5/8'LONG v ---�--_ _-_ __-?--_--- LE I Q$i x e- ---'i---- _- .d i v _ p e, i Uax0 • I 1 1.800 ° I MA ---1---- -- 1/2'MAX. ETV. 1 800 a'+. MAX. ,dQATING MULLION CUPS ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MILLIONS MUWON I I I 2 ALLMX //8gANOLE I /14 S.M.S. rr -----------, 1 2/ANGLE .� $ m u II t.IN. INTO 28Y WOOD BUCKS OR WOOD STRUCTURESR IS J10 MIN. j 1-3/8' MIN. PENETRATION INTO WOOD WOOD BUCKS NOT BY CURVATECH MISS MARBLE SILL MUST SUSTAIN LOADS IMPOSED. j i i I OR TRIM THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRYBlRucniREg T �, DIRECTLY INTO MASONRY OAK A7(7t^�+•",^$;-}��••} � � � A` '1-1/4MIN. EMBED INTO CONC. OR MASONRY 1a+axmSa4,�v.;;� „•.g: q,3& 13tddit�rCa.a •9 ANCHOR EDGE DISTANCES@ -I•oB drawing no. f+eecASi CONE. a ° 1/4•Du.cn.TRAcoN INTO CONCRETE AND MASONRY - 2-1/2" MIN. t-1/2'6pN.ID,18E0 INTO WOOD STRUCTURE - 1' MIN. AUG ® 6 2008 M95-19A I/ANGLE INTO METAL STRUCTURE m S/B" MIN. 1 ,heel 4:,f::5:: o $ a e ALUM ANGLE (FO .I 13 S n1 2 X S/4 X 1/B°R a :i 88 C 1-S/8°LONG 2° f14 S.MS. 2-S/8°LONG(FOR S°TUBE) 2/ANGLE CHART A&B) 3-S/S'LONG(FOR 4°1 B°8:S'TUBES) 3/ANGLE(CHART C) FLOATMG CLIP tU8£YUWON ACCESS HOLE Z LEGS REMOVED 2/4MOLE(CHART A B 8) --_---- _-"_ ----^ _ 3/ANGLE(CHART C) 3 TUBE MULLION 2 ---- LLJ - p V o Pp z 3 0 Yy° INSTALLED IN EITHE i ( o I a DIRECTION q�p i OMi= W I I i8Y OR 228Y 14 F.H.S.M.S. TUBER 5Y 2/ANGLE(CHART A @ 8) I I TUBE MULLIONS/ANGLE(CHART C) G ANCHORS DETAIL H1 METAL TO METAL CONNECTION Yiia'1�.t D* _ B �I Q gL u Dqr DR. MiB1Yli '2R{2 1 AYOUN ST !' 383888" IURES aA.PC drawing no. M95-19A A G 0 2908 sheet$of 5 b R-EGIS"rERED ARC HIT 4DADE COUNTY,FLORIDA MIAM ) REVIEWED MEMO-DAREFIAGLER BUILDING v ❑ REi/IEWEb WITH N®TAT1oN$ @ - 1TE® ,SUI:TE 1603 fin BUIMING CODE COMPLIANCE (w comments made an cquipmengwAs 33130-1563 PRODUCT CONTROL DIVISION 6100 r3wings during this revietq�dc ncg r 0305)372-6339 NOTICE OF ACCEPT with requirement v code Jeld-Wen,Inc.(OR) conformance with the Ideaign concept of the project � 3737 Lakeport Boulevard cofitract documents. Tice contractor is responsible for Klamath Falls,OR 97601 confirming and cdrreiating all quantities and dimensions, i6idcting fabrication prOcb sses and.techniques of SCOPE: eohiliFuetiord; codrdihating his work with th t of altl t This NOA is being issued btlaticg� tion materials.The docutt�rttation su reviewed by 11Tami- otmty Pr uet ntrol Division and accepted by the Board-of R --_ A_ s() ORA)to h other areas where allowed by the Authority Having on This NOA shall not be valid after the expiration date sta ow.The 1Vliami Dade County Product Control Division(In Miami Dade County)and/or the AIU(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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 6'8"W/E Outswing Opaque Steel.French/Single Door-L.Md,and w/wo 3'0"Sidelite-N.I. . APPROVAL DOCUMENT:Drawing No.S-2129,titled"Series Wood Edge Steel Opaque O.S.Impact Doors w/wo Y(Y'Wide Non-Impact Sidelites Up to 12'-7"x 6-8",sheets 1 through 9 of 9,dated 12/06/2001 with revision D dated 07/19/2007,prepared by PTC,LLC,dated 08/02/2007,signed and sealed by Eric S. Nelsen,P.E.,bearing the Miami-Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant/Non-Impact Resistant LE IITATION:Miami Dade County Approved Impact Resistant Shutters are required for Sidelites. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statennt: "Miami Dade County Product Control Approved",unless otherwise 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. , any product,for sales,advertising or any other purposes shall automa comply with any section of this NOA shall be cause fort ma ' _ ADVERTISEMENT:The NOA number preceded by the words by the expiration date may be displayed in advertising literature. K 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 manufacttuer or its distributors and shall.be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#02-1216.11 and consists of this page 1 and evidence pages Eland E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. ANOA No.07.0810.09 ' Expiration Date: August 22,2012 uu Approval Date: December 20,2007 Page 1 • h • , .t Jeld-Wen.Inc.(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S-2129,titled"Series Wood Edge Steel Opaque O.S.Impact Doors w/wo 3'0"Wide Non-Impact Sidelites Up to 12'-7"x 6'-8",sheets 1 through 9 of 9,dated 12/06/2001 with revision D dated 07/19/2007,prepared.by PTC,LLC,dated 08/02/2007,prepared by PTC,LLC,dated 07/19/2007,signed and sealed by Eric S. Nielsen,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 4)Forced Entry Test,per PA 202-94 along with marked-up drawings and installation diagram of glazed sidelites,prepared by Certified Testing Laboratories,Test Report No. CTLA-%IW,date 10/23/2002, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1216.11) 2. Test reports on: 1)Tensile Test,per ASTM E 8/A 370 or B 557 along with marked-up drawings and installation diagram,prepared by Certified Testing Laboratories,Test Report No. CTLA-1078W,date 10/24/2002, signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1216.11) 3. Test reports on: 1)Air Infiltration Test,per PA 202-94 2)Uniform Static Air Pressure Test,Loading per PA 202-94 3)Water Resistance Test,per PA 202-94 4)Forced Entry Test,per PA 202-94 5)Cyclic Wind Pressure,Loading per PA 203-94 6)Large Missile Impact Test,per PA 201-94 along with marked-up drawings and installation diagram of Outswmg and Inswing wood edge opaque steel door,prepared by Certified Testing Laboratories,Test Report No. CTLA-718W,date 11/18/2001,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-121611) 4. Test reports on: 1)Tensile Test,per ASTM E 8/A 370 or B 557 along with marked-up drawings and installation diagram,prepared by Certified Testing Laboratories,Test Report No. CTLA-718W,date 11/29/2001,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1216.11) Jaimme D.Gascon,P.E. Cbier,Product Control Division NOA No.07-0810.09 Expiration Date: August 22,2012 E-1 Approval Date: December 20,2007 r. r a Jeld-Wen,Inc.(OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED & TESTS(Continuous) S. Test reports on: 1)Self Ignition Test,per ASTM D 1929-91 2)Surface Burning Test,per ASTM E 84-97A along with marked-up drawings and installation diagram,prepared by Intertek Testing Services N.A.,Inc.,Test Report No.ITS-J99006660-001,dated 04/08/1999,signed and sealed by Dough Tucker,P.E. (Submitted under NOA#02-1216.11) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by PTC,LLC,dated 07/26/2007,signed and sealed by Eric S.Nielsen,P.E. Complies with ASTM E 1300.02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance,no financial interest and compliance,dated 07/30/2007 by PTC,LLC,signed and sealed by Eric S.Nielsen,P.E. 2• Laboratory addendum letter for Test Report no.CTLA-718W,issued by Certified Testing Laboratories,dated 04/01/2002,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1216.11) 3. Laboratory compliance letter for Test Report no. CTLA-%1W,issued by Certified Testing Laboratories,dated 10/23/2002,signed and sealed by Ramesh Patel,P.E. (Submked under NOA#02-1216.11) 4. Laboratory compliance letter for Test Report no. CTLA-718W,issued by Certified Testing Laboratories,dated 11/18/2001,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#02-1216.11) G. OTHER 1. Notice of Acceptance No.02-1216.11,issued to Jeld-Wen,Inc. (OR)for their Series "Wood Edge Opaque Double Door w/3'0"Sidelites Up to 12'-7"x b'8"Outswing", approved on 01/30/2003 and expiring on 08/22/2007. Jaime D. P.E. Chief,Product Control Division NOA No.07-W10.09 Expiration Date: August 22,2012 Approval Date: December 20,2007 E-2 51" MAX. OA. FRAME WIDTH rxoD=RF.vM JEIEN® Steel ��' �� 74.50" MAX OA FRAME NAD .125 .75" MULL. 37.5° MAX. OA. BAR TY'. ELITE FRAME 38' MAX. OA 36' MAX. O.A. Npfi=-wd,-:�IdDa WIDTH 6.625" MAX. OA. PANEL WIDTH PANEL WIDTH �` PANEL WIDTH W/ ASTRAGAL I. TICS DOOR PROM=6 BERM TO CMAY NATH THE 2004 FLORdTA BLUM CODE S� 2008 SUPPLED AND HO VELO6TiT'WWANE ZONE(Wq7 f ® ® ® ® "21.125- Z " NACTIVE ACTIVE 21.125 2 WO BULYfB BY G AW BE ANCf�M PROPERLY TO 1006M LOAVS TO THE 6/ p pX. SIM MAX. D.L.O. I PROMICT AM WVPS SNALL BE AS l�AND SPACED AS SHOWN ON DfL1WIiVGS.AWHOR FRAME WIDTH EENT TO BAS A(ATENPAi.SHALL BE BE177>�WILL DRESSING OR sT1NCO. 4.SEE TARE i DN IAS SHEET FOR DESWN PRESSlII R�S). H 5 TTdS PRODUCT THE WATER REQ1dRDIfE M FOR ZONE& SEE DESRd4 63.125" PRS OIART BaOW. MAX. MAX. &Aaw-WDE APPROyED WACT I�FSTANr S HITT tS Alii FOR SfDEIiTES OXY. O.A. OA .SW ITER ARE AN OPTWN AIS CONI BE USED dv A Si U OR GNU CMTGURAMK PDOOR ANEL HEI.0. �id H RESiDENT14L INSULATED STEEL DOOR A' AV 4, (Common to all frame conditions) a 1 Door`eat Cansin etim, $ Face 24 go. (0.020 min. thickness, Galvanized steel A-525 commercial �ytea' 4tty -AIS per ASTM 620 with y1W strength Fy(are.)=23,981 psi. Qu 8 dwigm Expanded pooiyrene with 1.0 to 1.25 tall den*, by Jefd—ft inc. Pad The ocdYe&bwdw pa+tab are eonebuded from 24rA (a020'maw) _ SMM gdAmind dad The/ase aWat top&bottoms are bent W awr the top&bottom rafts WEWEff FROM INTERIOR The top rag a oft of LVL meosrubg 1.87'x 1.042'. The bottom rd is rag formed I Simi 0.021'gd m*ed steel msasuring 1.87'x 1.21'w/a 1.849'x 3.0'x 0.831'p1m f pressed Ober board in eoah oma attodrod w/one 0.5'x 2.0'wfro at each Domer. Bre optkoaf woad bottom►f meowed 1.87'wide x 1.25'h1p&.seared to the D�G,y PAE�IRE R4TDlG WOE WATER tNFB TTiAfttTN SVT IS NEEDED s*sthe w/ane 0.9'x 2A'phstopte at such coni. Do Was f the lace sheet aro rag famed into the at totch silts&&qff)o ded Pbmdwm Pbo hwp sate W*h measure 1.87'x 1A1. The bdmtr caft Is f0d m1h poyaoww The two sheet is glued UNfT TYPE *QA=I PEAWO LOW DO'FRIAL#M to the potystyr M OPTIONS PROSE ThMOLD RAAI TMW9W 50A Gd� The sash Is vorstruded from 240A (a020'm1n.)goArarized steel The SW W W10 Slaa E51,2&3 67 psf-7a0 pd -87.0 psf edges f 8o loos dwb aro bent 90•over the wood tops&bottom raft the Werfor WJSMM 1. 2&3 +58A per-56A pef V5110 psi-50.0 per oavitr of each dddb pod Is lgfad w/as stated aril rrdg.by Jai)-AM, W The steed Sly SMEET 8 OF 9 FOR MAW DETAIL tTPTiONS fes shoots aro fn6Moohed w/the a &raft&and to the expw4w poE7slyrerro cam *ME The st a porals are routed to rmmW Uo ftp I&kwart Frames. (See street 8 for detalls)The wits am Owed oft oftgfamg compound oeuderior?S'tamperedg1�e The Me homes wce e ded S TASTE OF CONTENTSHEET DESCRIPTION of The fames me hen lager/dated Ponderosa Pareen S meaurbrg 1.23'x 4.5825'. The tams food&sM are mor8rod and butt P*W to the M I OB 01 hmme lambs and attodred wAh(3) 18G'rL Y x 7/18•cram Wm atopies.The urdte 3 9w an bnperhl high darn dumbnrm bump face threshold moambg 5.29'We x 1.75' 01ro papared tAs on an Nis or o PmrAv urruman bump face dmishold meaetrbg 4.041'W6 x 1'high The al thrrdroWe were aftedied to the imams wa(3) IBCA.2'x 7/18'am wh staples at sec en S Salved end 7 r�P.e.fir3aa opo ray meas a °f0tw a as ccs N AI PIC UC S-2129 Ptwr 32f-d80-i7B8 Warr—L a -L 9_ 1UN COM FPITS wR a sa mus faa 321-t3BD-t77� ."T:T JtRVlSED .>.,d'inpevithl(toNlOdda L;.i.ni;ii3 Cndc UhMoa 114' MAX. OA FRAME WIDTI 7.50` MAX. OA 0.75' MULL. 37.50" MAX. O FRAME WIDTH 9AR TYP. FRAME WIDTH 8!��' 37.50' MAX. 0 36" MAX 0 36' MAX. 0 36' MAX. FRAME WIDTH PANE_ WIDTH PANEL WIDTH PANEL WIDTH All 81 il 21.125' MAX. MAX. O,A, MAX. •� FROi4AlE .L.O. OA 63.125" DOOR WIDTH H MAX. MAX. 81. NO HT PALL 6 OA D.L.O. MAX. LL DOOR HQ OA PANEL HE HE PHTL]AV AV i SAIGLE MIACT (0X0) 9 E HtPI�T D00R(X1 q In rS AV // 17YL Sa�/eA FktM�L �13U Ms PW4-s9LLCo-17LW s-2120 i ,r au i7C"7I►rr''I'�YT r .J L' r .r/ "F-41 ice' u . _> _m x MWZT AWN ___,. F l►l �/lilu .-..1.1:IU..!l. J�El �OFT 'rte MUMM 'a Jl: '!NI!. .�.1•� �L ��C.Y..� 4��L-!•<L"i'TyJ'� .. a x. . �: _ T., ESE ►; � Tnr.�_ ;��■� NMI Mo 11 � ii - � �i r z !� r�rrt�,.i�+ +� Krum— �a��,-_,��r,1 �� ■ -MWI 0 ..', �O ;,; t7 i7 > r►" C t7LYZ1DiIiEiil/Cyl��M 4__ !�'.—A �La�"� .,.TC> 1.+:i...''llli_:�:1. li •��.�� l i a., YY u5 E BIZ WLTor !-'� :. NVIVE KM F-1 E-� ,tl ' j �7 IBM �M 0R, — x. i i il��j�c '! �[r- 7 /IFA w II1F7".."Y.r. o a . Y ;SFr-�z rte " r ,;�r.r L�z ._:>�■��a Q i•'I'•�<% • a 'T F�7�►iFI:..?1)'� '�Yv I�7LT Yy� cc_ . WOK, a Blinn 0 �.axs;•,. r.us;.,•,- � �Ijai'j � � �lC rY> �1 x..� Y"y 7l"1.� `3 �� rAMMTZArjT— �'� `'rl,Cf�� Cl►flZiYa.L `Y;3.Ir t��:"�-..I-'a��i;t `i'F�Ga�I T O z W�-:�_. . .I�3L��fYTDLY�� t-MUN Afi'-:,U lr�Ln A u1� i Y CONCREW 4 SEE NOTE'JMASOM ON Im SW. aL w:gfu.og ait4 Nm FAufda SEE NOTE 3 SEE NOTE 2 l�W:diag Coda BY OTHERS ON TNB SFR. ON TK6 SIR. Acc?jtmttxT(o 07 0 t7.0� 1.7r MAX. ASTRAQN IKTAMKR BOTS(aP1.T BDLTs TOTAL, (1)S.r 0 TDP m 6r r 4r rr aw 4 1/2 Caa�hol Lr(1)Be 4 0 41otroM 264 Odom SEE SKEET B gi e' 1.78' AE1W. 7 7 t PANEL 1FEC n 1 I tO.At61G SHEET 6 FOR 6MCTNE 1 ` A 0 LIVE FRAME ACTIVEa 1.60'I ON SK.77$ EMS FFF••• THIS1 ON 4 1 1 7 cIALY Ilc.7U!A=__.71P �{ 1 ASTRI6AI. ��i7if�TT� 1 t 8 8 NOTE 8 SEE OLAZW O/TMS SM. OMW ON 4t vam4 Tt til. LIM paw ; a. 1.SPACING FOR REM f44 THE/tor t'PFN SCM ATTACH ID INE AGW ML ASTRAGAL TO TFW HNACM DOOR 6 AS FOLLOWS FROM THE TOP DOWN a BOTTOM Lot 1.0.a.JO;4.0.5.30: 13.0. IB.r3Mr. t. a,:.,.• �� 2 SPACBO FOR ROW;/40 INE/H r t.dr PLASCREW 6 AS FOLLOWS] TDP 3 BOTIM(2)SWAM d0'MW FTZOLI EACK ILDRlZOATTM emm FROM IK TOP OF THE!/IPAME OONN ON THE SIDE, FOR 11r0 1,ta 3X. 13.01,Mr.39.0.Sa.O'k 03.e. OUNIM ROM TO 1 SEE SHEET S 3 STHE SCEMPACWD OTm f27 ll: &I4 x 'Saw is'BRAD I"wa ATTA m T TTAOM ff MULUM CM To TTw P.T. TM M LJON 90 VOMWUY.6 AS FOLLOWS; TOP h BOTTOM 0WJW AY(FOR D f 119 3/0'DUARTER ROWt 7.28'OF FROM E 0H KOlftt lAL CORNER NOM(1)AX AT SEF NOTE 4 ON Ti44 W. IOSFAK OFF IK SOES VEIMMAY(FON BM 3X MARTER MM A LWALMN CAPJ IJr o1 m SK. HOU 3 FROM E401 ENO a SOW(6)MORE EWUALLY SAACm ON THE FILO. ON 71/6 SIWI. 4.S FOR MY 126 NE!ter 28r PFH WDr>D SCIIENS ATTAoM THE FRWS 1AMLS TO BEE DET/0L S IW WWAO S 100f1 VER 6 AS FOLLOWS; OX FROM ELCK VERTICAL CORNER W1M(4)MOW ON SFR.7 6 SCRSNS=%WMA TOTK DF'(8) 4 P EIW4 FOR EACH VRRIR3IL.MULLION. WIN 3 s IL TFE tiVWF3 6 SEoIJEb tNro ANE SMIE.6A IS WIN REM 10 CAULK ON THS YAW SIDE 6 3/0'QUARTER ROF W SES NON ITEM 147 BRAD IM NAME X 0.78'L. 6.THE SPAM FOR RCM 03 Me#0 r I.Sr PAMW SOW IN 7FE T/BWSIY LRE FRAME 6 AS ON FOLLOWS 7;W(8)PROM iFE HDP OOM ON THE SUES VERTICALLY AR 3a8: 180848; 320720:47 D0?b;B Ba.Edd ONE(1)AT THE TOP AM BOTiON FRO RIORF•TO LEFT AT 4.43W.. 7.WREN ATLu9 M TIE STIN E RAM TO INE.LIMB d W=US REM M THE j18 r X%PM WOOD 9WHEN ArrAMM ME STAGE PLAID 70 TNS JAMB W t�W. MULLM&TFBIU ASTRAGM.ON DOOR FANIL USE MW 145 TW IS r r PFK NOOO SCREW FL WIM AITACMIRO THE TNM TO INE JAM&SUCK USE REM/a4 THE#10 r r PFH WOW OAIEt 1 Ot SCREW. ;MMM ATrACHM TIK HXZ TO THE JAMB dt SCUM 44W AT TNS MUUJON USE MOW �ALW+ MT /14 TKE#to r 1.50"PFN WOW SCRUM. wm 6.K1EHi7MOE CONCPE7E/YISOOIY OOTAUATION ANCHORS OF MUAP4W PERFORMANCE SO((611 CFLA TE l CAN BE USEO UPON APPROpL OF 7KE ARCMTECT OR EN dZR OF RECORV D FDR IHV PR&M OF MISTAL1AIM 10.USE ITER j=WdN HNSIALLING MBO NOW AMSM19 AT WAD 0 AMID LW ITEM/28 WHO RuAft P.6 ft 41JU � tN4q@O Not HNBTA m 61TO W ALtOM USE mm]133 WHEN eVs'IAU1N0 mm CmcRETE/MASoBT\ , Pra LLC S-2129 SL98M 7E AT swan sua °�aaR.ao..F1atNo t:ffi PTmne 3'11-880.•1788 rase auew s AWoYdLe w Fm 321410-IM mist J—WJL SEE NOTE 19 2 18 7 15 21 4 1 17 PRODUCT RdN'L%D 8 SHT. 4 Gq. T,.&.ith"Fd� Bic.r.: Coco CONCRETE/ Aa m;�t O - 0 MASONRY SEE NOTE 3SEE NOTE 3 SEE NOTE 7 BY OTHERS ON SHEET 4 4 ON SHEET 4 ON SHEET 4 Pmdu� 4 5 3 4 2 18 7 t5 21 34 4 1 17 nivWov d i i a ad o • d . FOR OPTIONAL 1/2" & ," I.G. 10 SEE SHEET 6 25" MAX. ON SHT.a7 & 1.75" MIN. SHIM THK. ETNOTE '4 PANEL THK. d• 1.50. SEE NOTE 2 , 10 MIN. 3 ON SHEET 4 EMB' SEE NOTE 5 it LATCH JAWS TO BUCK ON SHEET 4 SEE DETAL 6 ON SHT. 7 & NOTE 10 ON 4 SEE NOTE 4 NOTE 3 SHEET 4 1 t7 13 6 5 19SE 4 8 NOTE ON SHEET 4 ON SHEET 4 g F HOR120N17I(, CROSS SECTION AT St=TE TO L&TO JAMB. 7YP. i N4 . 10 � MASONRY g(QB BY OTHERS 3 SEE DETAIL 6 ON SHT. 7 & 4 and 1 1 NOTE 10 ON 25" MAX. p qr Sam NIS SHEET 4 SHIM THK. en JYU 1.50" a �B(2( ) �� mIm S Sdw Hdagym OS ULC K 8. viae vE M41u, DRUM WA JAMB 0 BUCK ' Pham sww C25 Pm 1-M-IM s-2129 lsoe o.aeer a W,NL non I Fm 321-M-IM aT 5 C NED 151" MAX. O.A. FRAME WIDTH with ft mlda • •• $xpuuie0 D� i ATX 3 BY D 6PfoduO ' II 7H ON Im Stw II rnvrsroa 8" TYP. 9" TYP. °TYP. 3" TYP. 8.50" 8" 7.375" S TYP. TYP. f—TYP. 8"TYP. SEE NOTE ? — Ttp.ON SPIFFY 4 i II ffi II � � 5 1 � 38.378" SPACES SEE DEfAA 5 Y MAX ® 13.85' pN 1IS SET T9 . MAX.OA.. / QTR 88.375" Ll FRAMEki HEIGHTSEE AWE 4vN1 y ON SHEET 4 C e • 38" 41.50" — SEl WAIL 2 ON 7195 SHEET o II = np . $ � TYP.- 7" TYP. -- 4 Y I 3 6" TYP. �P• 7' TYP. 3' TYP. 12.125° f 225 Ig TYP. TYP. 1 a!TIS SHEET / \ D011BLE DOAR W/ erre 8.50"I SEE� MEWED FROM INTERIOR ANCHOR LOCATIONS1 + ` '� 5.50" tEN AT ASTRAGAL � 12 0 01 / i tree NiS aon AW ! as an S SoNeS •� re.OM�wW NOu AT KW �� SI-212:9 ASTRAGAL AT HEADER ASRGTE AT WU �321-00-IM MoDuc'R[iVlSl� 114" MAX. OA FRAME WIDTH MAX. O.A. es'0*'*wila W°Fww8 � FRAME WIDTH rb07 0• 12 F37*50* � BY II II ' 8.50"TYP, IVP. 8TYP. g• TYP. 3' 3" TYP. 10.50' Y g• TyP TYP. BASO' TYP. TYP. 6.50°TYP. B' � — 1 1 I ! i l 7.375'": 8° TYP. I 1 I I 7.375 DSEE NX 4 T - ON SHW 4 II II r SPACES SEE WAIL 1 38.375• SPACES ... 36.375' 81.25° O 13.85° ON SHEET 6 Y ONfEEf 6 O 11.54" u! EE DEW I MAX. — �. .375' OA 14- 88.375LEFRAME ' HEIGHT I ! b 41 . .50° 4150 g'38° $ Tlp II I I I I I 1 Igill 6. TW.� 3"TYP. TYP. • 1-3- 12.25 SFE OEX 2 TYP. ON SHEET 6 3' I 10.50' SEE DEX 2 7" TYP. TYP. TYP. 011 SHEET 6 da II II I ! .015• M04. SINGLE DOOR WZ no SrnF,M C-SINK. C SneoLE i�OR w1 S!DELm ANCHOR LOCATIONS VIEWED FROFRO�A17ONSR VIEWED FROM INTERIOR a, SEE NWE 10 t 011 SHEET 4 um 1 01 ftpww Br ' NIS QffAIL ��10 COUNTERSINK FOR ra P.E M. ,3n 4wsm 04 INSTALLATION ANCHORS r Phaaa 3PT42f-Uc86D-n68 5-2128 rae ormr d w ada F=JO-00-1789 sm L or 9 Pxooucrarvrseo 1 1 3 1 1 4 2 IWftpme`•anumawrtdo sauams cado Exrn� ��2 WoPradga ;= D7 •Sf 1 I I=( GLASASS Trm 125'TEPP 25 AIR SIME 125'TEMP. 125"MIA1 15• dASS GLASS THK.NNOTE M-ASS On 8 OM SHM 4 SHW 4 kj GLAZING D TAI AIL j GLAZING DEL 2 c1 ODL LIE FRAME TRINITY LITE FRAME 1/8" TEMPERED S. G. GLASS 1/2" INSULATED TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 1 1 s LUPOY EU-5007 1'M2+1. am Tw. ta5'1EIIP • I � .75*M VACE .. r2s•mw I 75'S1EFJ am .sc•otass 2 ON SHS 4 GLAZING DETAIL JTRINITY on 1 1 LITE � NFS I" INSULATED TEMPERED GLASS �� QK en s I Sam LUPOY EU-5007 FWOW1 P g SON ug soft an Pre, Mmft 3321-SMO-IM S-2129 reit o.'er d�a�len to mph Fac 321-00-1 -W JLa 1,67- 1.67" 1.67* 1.87* 1.87' 4.5625 ex amp4lwo uth dw"Mida 1.21 0.76. 1.00" 1.00* 1.042" 1.25" 00,- 1.25' -T -T --T T Owl t w OMR BMW RA j- hoduct m(0.0211 Sim am Mp RAIL amm VA I I o ES A ON 2 WAD jaj jl!M f=RAR JOINIED PONDERLISA BFIM 4 is PME NM m FM 4.041* T H.513* T, .377' ............. 2.00- tea • 0 0 1.5w f. 1.544" 15 O25 19 0 0 LOW BUMPFACE Rguff= 10=41 1 - OSO' D. - 1.75* 175- 99 rXMIL 00 4LUNINUAI BY PEWO �- 1. 4.00" THIS 7HRESHOLD DOES NOT MW THE MATS 2.521' 2.521* 2 REQUIRS19WTS FOR IPM VELOCITY HURRICANE 112'Lr, EFALAMLLF-mw PoLmw. @t&",M-Lff-MK &"MPV% ZONES'SEE DESIGN PRESSURE CHART ON PMYPRQP. mvw. SHEET 1 1.25" 0.875 0.50 1.375- 0.375" 0 .58. A 0 2.375" 0.375---1 IfT J- 0 I.M. .4375 Rol- 1.75" 0.67 31a -M-Mul 2.50" 0 @M38,02V GW LOMS) 2.14* 1.00' SMF 0 0.01. T-V31� pm iK 0.075* 'MK. WALL H 0 0 T ---MAP %--Z-/ 1.37 ASMM W M 48 @ML"ill ON LAMeMMAT 0.31n,mt x 9" 1.047* .75" tff WA eals, I ON ............ SIM. 12.00" Aff x3.0'LONG 0. 12+� Tp, I am SOM 2" . ....... Mk VARIES ON % FACE .0500""EATRUDED ALUMINUM BY IMPERE41 wam USED THIS THRESHOI.D AlEEM THE WATER REQUIREMENTS FOR NXH VELOCITY HURRICANE 0.53* o go 0 ZONES*SEE OEM PRESSURE CHART 4.00' 00, -33 m ePO oll/// ?JL wa 12 O1 0.14' pfd NTS ll • am Bft MEMERMEL P. N&413n Arra PINEam ODS 650 ismLw suft cm Pic uc S-2120 =RWA xm mom jr-690-im GrPAUmb-xa o.VA nM Fdw J21-69D-IM REGISTERED ARCHITECT A RE ® I2�v1E1RBED 1fiIfTF1 ht®TdlYI®Ng ® REViaeD AND RIE&Uajrf�:, ®tractions or comments � �E,:��'�® MIAM shop drawings madeon -DADS COUNTY,FLORIDA tfrom co gs during this revia,;v t BtJ,1LDING BUILDING CODE COMPLIANCE O �9c�9�c0 With require �� E 1603 �� w T PRODUCT CONTROL DIVISION res. has cFreck is only for �,`i p.. lB ) 33130-1563 Contract tante with titre design conte contrecg�®cu�en�. � �0`�ak305)372-6339 NOTICE OF ACCEPTA cot The contrac�q, 1 3t actuildin code Florida Window Systems,Corp11fabrication pt®cess®s and saw� nsloft 7191 NW 77 Terr. tra�nsuction;coordinating his word with that of 8 11 Medley,FL 33166 Manner.nd� o�1in9 his work in a saw a q other SCOPE: ' This NOA is being issued under d re lati governing the use of construction materials.The documentation submitted has been reviewed by .iami- ontrol Division and accepted by the Board of Rules and Appeals(BORA)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 Division(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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division 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:Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W03-36,titled"Alum.Outswing Casement Window(L.M.I)", sheets 1 through 6 of 6,dated 05/28/03 with revision B 06/20/07,prepared by Al-Farooq,Corporation, signed and sealed by Humayoun Farooq,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 Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state 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 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 followed by the expiration date may be displayed in advertising liter displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the us er or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA#03-0612.04 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. NOA No.08-0604.01 M1Ap HVD,COUN71f Expiration Date: September 18,2013 Approval Date: October 02,2008 Page 1 Florida Window Svstems,Coro NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-36, Sheets 1 through 6 of 6,titled"Alum. Outswing Casement Window(L.M.I.)",dated 05/28/03 with revision B dated 06/20/07,prepared by Al- Farooq Corporation,signed and sealed by Humayoun Farooq,P.E. B. TESTS I. 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 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Engineering&Testing,Inc. Test Report No. HETI-03-1312 dated 4/17/03,signed and sealed by Rafael Droz,P.E. (Submitted under previous NOA #03-0612.04) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc. Test Report No. HETI-02-1752 dated 12/3/02,signed and sealed by Rafael Droz,P.E. (Submitted under previous NOA #03-0612.04) 3. 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 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc. Test Report No. HETI-02-1230 dated 6/23/02,signed and sealed by Rafael Droz,P.E. (Submitted under previous NOA #03-0612.04) 4. Test reports on:1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc. Test Report No. HETI-02-1751 dated 12/3/02,signed and sealed by Rafael Droz,P.E. (Submitted under previous NOA #03-0612,04) 5. 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 along with marked-up drawings and installation diagram of an aluminum casement vinyl window,prepared by Hurricane Engineering&Testing,Inc. Test Report No. HETI-02-1235 dated 7/3/02,signed and sealed by Rafael Droz,P.E. (Submitted under previous NOA #03-0612.04) k—A, Manuel P e ,P.E. Product Control miner NOA No.08-0604.01 Expiration Date: September 18,2013 E-1 Approval Date: October 02,2008 Florida Window Systems,Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation,dated 6/18/07,signed and sealed.by Humayoun Farooq,P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0916.02 issued to Nebula Glass International,Inc. for their"Glasslam Safety-Plus-Laminated GIass"dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their"Saflex IIIG Clear or colored interlayer"dated May 04,2006,expiring on May 21,2011. F. STATEMENTS 1. Statement letter of conformance,dated June 18,2007,signed and sealed by Humayoun Farooq,P.E. 2. Statement letter of no financial interest,dated June 18,2007,signed and sealed by Humayoun Farooq,P.E. G. OTHER 1. Notice of Acceptance No.03-0612.04,issued to Florida Window Systems for their Aluminum Casement Window,approved on 09/18/03 and expiring on 09/18/08. Ag Manu Perez Product Control Exa . r NOA No.08-0604.01 Expiration Date: September 18,2013 Approval Date: October 02,2008 E-2 1 ANCHOR READ. 13 1/2'MAX 5'MAX. AT EACH SIDE OF IMPOST 13 1/2'MAX. 5'MAX HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL `Y n CORNERS 6' CORNERS Z r SURFACE APPLIED A FALSE oPUNTINNS A O 7d W l4 QO'0 o �_ II /1: I II / II \ il O� 4 _ ___ __ n C / n 0 / I n \ cy o m1N� // p a c}� _ px 11a p y1 �AT� m } \xQ, D � \_ _____ _ N z /II '7 z m ° \ it 'll / \ 116 Z W LL w IJ a m m Z THESE ENDOWS ARE RATED FOR LARGE MISSILE IMPACT. I i � =--- 30 15/16' 30 15/16' 5 SHUTTERS ARE NOT REQUIRED.7 D.L . m ° D.L.OPG. D.L.OPG. 35 7/8' 35 7/8' 35 7/6' ALUMINUM OUTSWING CASEMENT WINDOW i 0�� L VENT WIDTH VENT WIDTH VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ; Z M c 37' 74' CHARTS SHOWN ON SHEET 2. M1 m WINDOW WIDTH WINDOW WIDTH Z n I APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS 3 I SINGLE VENT WOW. DUAL VENT WOW. WITH X AND XX CONFIGURATIONS. I O 3 ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER 0 Z WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING T° MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. n I SILICONE SILICONE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL o DOW CORNING 995 DOW CORNING 995 WILL APPLY TO ENTIRE SYSTEM. GE 4000 SILICONE GE 4WD THIS THE 1/8'ANN.GLASS TREMCO TREMGLAZE S-5W 1/8'HEAT STREWD.GLASS REQUIREMENTS OF OF THE FLORIRODUCT HAS BEEN D A BUILDING CODED AND E�2004 EDITION INTO COMPLY C WITH 460'INTERLAYER 060'INTERLAYER HIGH VELOCITY HURRCANE ZONE(RAO. GLASSLAM SAFETY-PLUS 1/8'ANN.GLASS GLASSIAM SAFETY-PLUS c S .010'PET FDM 010'PET FILM WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER a �,NMLAYER S090 AFU /EEPSAF �,INTERLAYER LOADS TO THE STRUCTURE GIASSLAM SAFETY-PLUS SAFLEX/KEEPSAFE MAXAIUM SAFETY-PLUS ANCHORS SWILL BE AS USTM, SPACED AS SHOWN ON DETAILS,ANCHORS m 1/8'ANN GLASS 1/B'ANN.GLASS 1/8'HEAT STREN'0.GLASS EMBEDMENT TO BASE MATEBAL SHALL BE BEYOND WALL D OR SNCCO. ° ANCHORING OR LOADNG CONDITIONS NOT SHOWN IN THESE DETAILS SILICONE SWCONE ARE NOT PART OF THIS APPROVAL, p rDOW CORNING 995 p SILICONE DOW CORNING 995 c o o F 1 GE 4000 F S- GE 4000 A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF o o N d m ANCHORS INTO WOOD ONLY. W z i z > °I 3 m W m MATERIALS INCLUDING BUT NOT LIMITED TO SM/METAL SCREWS,THAT COME Nf0 CR CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS $ OF 2004 FLORIDA BLDG.CODE SECTION 2003.8.4. p Ervr:DR HWAARA PE/YIX�I�igFAROW ° CAN. 7 OtomFwLIbiDWlt/ $ .0l p a o drawing rro. GLASS TYPE 'Al' GLASS TYPE 'A2' GLASS TYPE '81' $�2 � �� W03-36 GLAZING OPTIONS sheat 1 of 6 DESIGN LOAD CAPACITY-PSF FOR(XX)SIM DESIGN LOAD CAPACITY-PSP FOR(X)SIZES UNREINFORCED CENTER POST REINFORCED CENTER POST ro� WDNDOW MS. GLASS TYPES 61.&'A2' GLASS TYPE 181' WINDOW DDIS. GLASS TYPES'Al'&'A2' CLAN TYPE'DI' GLASS TYPE'81' M WIDTH HEXIIT W.(+) 1W.(-) W.(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) W.(+) INT.(-) EXT.(+) INT. - 19-1/8' 55.0 55.0 75.0 80.0 26-1/2' 55.0 5" 75.0 80.0 75.0 90.0 0�Z 26-1/2' 26• 55.0 55.0 75.0 BO.o 37' 26• 55.0 55.0 75.0 80.0 75.0 80.0 Q f a 37' (3) 55.0 55A 75.0 80.0 53-1/8' (3) 55.0 55.0 75.0 80.0 75.0 80.0 IIc0 p 19-1/8' SSA 55.0 75.0 80.0 74' 55.0 35.0 75.0 80.0 75.0 80.0 IL OW 26-1/2• 38-3/9• 55.0 55.0 75.0 90.0 26-1/2• 55.0 55.0 75.0 80.0 75.0 an 37' (4) 55.0 55.0 75.0 80.0 37' 38-3/8' 55.0 55.0 75.0 00.0 75.0 80.0 19-1/8' 55.0 55.0 75.0 80.0 53-1/8• (4) 55.0 55.0 75.0 80.0 75.0 60.0 08 25-1/2' 50-5/8• 55.0 55.0 75.0 80.0 74• 55.0 55.0 75.0 80.0 75.0 60.0 E 37' (5) no 55.0 75.0 80.0 25-1/2• no 55.0 75.0 60.0 75.0 60.0 �SSSa h o 19-1/8• 45.5 45.5 75.0 80.0 37' 50-5/6• 55.0 55.0 75.0 80.0 75.0 80.0 26-1/2' 63' r 34.0 34.0 75.0 80.0 53-1/8' (5) 55.0 55.0 75.0 80.0 75.0 80.0 Q W " 37' (5) - - 75.0 80A 74• 55.0 55.0 65.7 65.7 75.0 80.0 L z m f 19-1/9• 74-1/4• j a 275 27.5 1 75.0 60.0 25-1/2• 55.0 55.0 75.0 80.0 75.0 80.0 26-1/2' (6) - - 66.8 Su 37' 63" 47.0 47.0 75.0 80.0 75.0 80.0 1B' 55A 55.0 75.0 80.0 53-1/8• (5) 34.0 34.0 68.4 68.4 1 75.0 no � 24• 24' 554E 55.0 75.0 80.0 74' - - 525 ! 52.8 75.0 90.0 N 30' (3) 55.0 55.0 75.0 80.0 26-1/2• 39.2 39.2 75.0 79.0 75.0 80.0 V) m 36' 55.0 55.0 75.0 60.0 74-1/4' 284 28.4 572 S72 750 80A 3 n 18' SSA 53.0 75A 80.0 53-1/8' (6) - - 409 40.9 66.7 88.7 Z 24' 36. 55.0 55.0 75.0 no 24' 55.0 55.0 75.0 80.0 75.0 80.0 30• (3) SSA 55.0 75.0 80.0 38• 55.0 55.0 75.0 80.0 75.0 80.0 W 36' 55.0 55.0 75.0 80.0 46• 24• 55.0 55.0 75.0 $0.0 75.0 60.0 w'3 Lg 18' 55.0 55.0 75.0 80.0 60' (� 55.0 55.0 75.0 80.0 7U 80.0 w O W O 24' �, 55.0 55.0 75.0 80.0 72' 55.0 55.0 75.0 80.0 75.0 no ��Z�M 30' (4) 5" 55.0 75.0 80.0 24' 55.0 55.0 75.0 80.0 75.0 80.0 z 3 n 36• 55.0 55.0 75.0 80.0 36' 55.0 55.0 75.0 80.0 75.0 80.0 Q 18' 55.0 55.0 75.0 80.0 48' �� 55.0 55.0 75.0 80.0 75A ODA j O Z m 24' 80. 43.2 432 75.0 80.0 80' (3) 55.0 55.0 75.0 60.0 75.0 BOA 0 30' (5) 35.9 35.9 75.0 80.0 72' 55.0 55.0 75.0 90.0 75.0 80.0 n 38' - - 75.0 80.0 24' 55.0 55.0 75.0 80.0 75.0 80.0 19' 320 32A T5.0 80.0 38' 55.0 55.0 75.0 80.0 75.0 80.0 0 245 245 75.0 80.0 48• 48' S5A 55.0 75.0 80.0 75.0 80.0 30' - - 1 88.0 66.0 60' (4) SSA 55.0 75.0 80.0 75.0 80.0 ()=NO.OF ANCHORS PER JAMB V S5A 55.0 712 712 75.0 80A 24' 55A 55.0 75.0 80.0 75.0 80.0 38' 55.0 55.0 75.0 BOA 75.0 80A o 48' (s* 432 432 75.0 8D.075.0 80.0 �I 60' 359 359 68.4 88.4 75.0 80.0 72• - - 57.0 57.0 75.0 80.0 24' 47.4 47.4 75.0 no 75.0 80.0 36' 72• 32.0 320 1 645 64.5 75.0 80.0 c 48' (6) 24S 24.5 1 49.3 49.3 750 80.0 o p 8 408 66.0 88.0 'qS NOTE: ()a NO.OF ANCHORS PFR JAMB � a m GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OD-02 (3 SEC. GUSTS) Eq M HWY=Fro ,A AND FLORIDA BUILDING COMMISSION STKICTlEs' ► DECLARATORY STATEMENT DCA05-DEC-219 RA PE III ANo / o Dwk Mdna drowmg no. W03-3fi Sheet 2 of 8 TYPICAL ANCHORS SEE ELEV.FOR SPACING TYPICAL ANCHORS TYPICAL ANCHORS ,j i SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING �� n BUCK STRUCTURE METAL z MIAMI—RADE COUNTY APPROVED 0 MULLION&MULLION ANCHORS F W d SEE SEPARATE NOA OR BUCK Q'$ m TMO� i �0 s � � O 9 1 \y m 0 19 9 " .0 I z � • m JZmf� 4 4 I ; SEE ELEV.FOR SPACING W f WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. g I TYPICAL ANCHORS: SEE ELEV.FOR SPACING c 1/4"TAPCONS $ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w 1-1/2" MIN. PENETRATION INTO WOODO�� Lc z THRU 1 BY BUCKS INTO CONC. OR MASONRY O��+N tO o _ z I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY Z M � n o 3/16"TEKS OR SELF GRILLING SCREWSn 3 3 s w o INTO METAL STRUCTURES i o STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) O it M ALUMINUM : 1/8"THK. MIN. (6083-T5 MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n m tI J10 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 i� (NO SHIM SPACE) 1 TYPICAL EDGE DISTANCE 4 I t INTO CONCRETE AND MASONRY = 1-1/4" MIN. o INTO WOOD STRUCTURE = 3/4" MIN. 2 INTO METAL STRUCTURE = 3/4" MIN. o$ 9 7 SEALANTS: 0 B B ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS m o SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. m°F o I 8 N EW.DR. YSTRLVU�FAMW PRODUCTREVWD c_ FLA.PE f 15P7 CAJXC TYPICAL ANCHORS ilei www drawing no. SEE ELEV.FOR SPACING WO3-36 sheet 3 of 6 't 3/16'MAX. O 1/2'X 5/8'X 2'LONG O F SHIM ALUM BARS,2/VENT 1/4'MAX. MIAMI-DADS COUNTY TYPICAL ANCHORS a f FFii a AT 6'FROM TOP&BOTTOM 10 SHIM APPR,D MULLION SEE ELEV.FON SPACING p m O TYPICALANCFASTENED W/(2),B X 1'FH SMS ley SEPARATE NOA v SEE ELEV. 1 3 9Y�D BUCKS FOR SPACING 7 11 a 0 a no ------ SCREEN OPT.-- B TYPICAL ANCHORS U EXTERIOR ° . . SEE ELEV.FOR SPACING WINDOW WIDTHWINDOW WIDTH METALJ 2 4 ^- STRUCTURE D.L DPG. N VENT WIDTH v N I n WINDOW WIDTH O SINGLE VENT WINDOWS � 3 U � 0 t.- STEEL REINFORCING z M 1/4'SHIM SEE SHEET 2 FOR CAPACITIES z 3 n (SRa m BE PAIRED WITH A HFAW W= Q MAX © 1/2'X 5/6'X 2'LONG E wPAX OR BE YMM) AU6TOBFROM P VENT 0 Z 10 1/4'MAX. BY WOOD BUC FASTENED W/(2)48 X 1'FH SMS SHIMS 7 1 3 14 � ltr8 7 11 15 O e. .° TYPICAL ANCHORS SCREEN OPT. SEE ELEV.FOR SPACING 13 TYPICAL ANCHORS B ° SEE ELEV. 2 4 O.L OPG. D.L OPG. i FOR SPACING v [m o VENT WIDTH VENT WIDTH o o R �S EXTERIOR 0" m W2 0M WIOTH DUAL VENT WINDOWS R.H UMAYOIM FARHXDOSTRUCTURES ', o F&DDLo 9 sz:6� TE FLA t m+c .At-&S ga c b : i CA.N. B fwfll;J1I < 1�"4a: • YradascCDatre) drawing no. sheet 4of g 3N 2,125 nu PART/ QUANTITY DRBCMMON MATERIAL MANF./SUPPIJER/BRYARSS 1 FWS-009 4 FRAME 6063-T6 - 2 FAS-011 4 VENT 5053-TS - _o 1216 3 FRS-010 1 CENTER POST 6083-T6 - 0 4 FNC-008 AS REOD. GLAZING READ 6063-TS - J 5 - AS REOD. FRAME ASSEMBLY SCREWS ST.STEEL 110 X 3/4'PH SMS ti 2.Q0013 6 - AS REOD. VENT ASSEMBLY SCREWS SL STEEL 110 X 1-1/2'PH SMS 0 ggm O 7 E102 AS RE00. FRAME MFATHERSTRIPPING(.078 X.300) WVL ULTRAFAB Q J C V L595 �_ I 8 E206 AS REOD. VENT WEATHE PING(.187 X.350) VWL ULTRAFAB d S97 —3f 9 ,12,00,100 2/VENT 4&1R HNGE,AT TOP AND BOTTOM STEEL TWK ATTACHED W/(6)f8 X 3/B'SS SMS p' u r14 30088 2/VENT LEVER TYPE FACE MOUNT LOCX STEEL TRUTH,AT 12'FROM TOP AND BOTTOM j _ 21087 2/VENT LOCK KEEPERS,AT FRAM JAMB FACING LOCK STEEL ATTACIED W/(2)f10 X 3/8•SS SMS C 40086 1 ROTO OPERATOR STlFt. TRUTH,ATTACBD W/(4)1H X J/8•SS SMS 0 44 8 FRAME - - .057 THICK CORNER KEY ST.STEEL 1-1/2'X 1-1/2'X 1/2' Q 81 - 2/LOCK LACK INSTALLATION SCEWS - 112 X 1/2'PH SMS- AS READ. CENTER POST REf4FORCING STEEL - Z y L062 479 ,0 .827 L781 3920) v Y) W S zY)w n 488 I I � ¢ -I •897 b- . 3 V i3 OCW VENT Z ro a3 L438 p LE02 0 X Z �n _�s 462 2.125 421 0 -L438� a 4.000 v a —4f,26— IMPOST 426 IMPOSE c g as R m 8 $30 130 1� Fsgr:OR.HUMAYWN FA1KX10 •A _o STRUCTURESi'RODUCT R6VISRD K 'n f 15W �- .050 L900 L720 �CAX538�N E�aOa�� P's 745 L 1eP�ct dnOwing no. REINFORCING NEL N��dp� WQ3-36 GLAZING BEAD Wheat 5 of N3 1J rou n n - Z 6 �n 00 'y I � LLznE � Corm HEY 4 w f jA=NUM C� anry jj I Ij 3 $t�RMER ID:Y aw►uNu►c z j l i i FRAME CORNER 3'Q g 0uv4 Z 'Z AMn _G ALL FRAYS AMO YEW CORNERS M BE m �Z SF/LLM WH WHIT N-M COLORED SEALANT. W of O iJ o � IMPOST CORNER coB ° ' 6;r DR.MMYOUNFAtWO PDCEBY65 srmxTm CAX •� o ' flA.PE/1eS37 83 ,3$W�1Q�vuwrP VENT CORNERf t �7dp W03-36 sheet 6 of g EDWARD DR ��y�qg REGISTERED ARCHITECT MIAMI- W REVIEWED Q REVISED AND�tES1 f 9rf El REVIEWED WITH NOTATIONS 0 REJECTED M1A �DADE COUNTY MAMUM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRME} 19R 1 AJ a � ` P° eciuiPmeni M�Wgfti6t,Room 208 AFFAIRS(PERA) sFa®p dra�oi¢vr� eta�a irn� Ue�ela 33'175-2474 BOARD AND CODE ADMINISTRATION 17► 'i�I(l�rsn s9ieanr�°� re� t dF(786)315-2599 NOTICE OF ACCEPTANCE `�'� ' a ce°°e�� e�iTh khs design c®roor�r��t�f ties �vr maami idc ov r Doralum Corporation coaracf d�c s�vu�n a e®n racm®r�s r®spores a or Dor u .C r Terrace confirming and correlating all quantities and dimensions, 7040 FL 77 Te selecting fabrication processes and techniques of Medley, construction;coordinating his work with haat of all other SCOPE: trades and performing his work in a safe and satisfactory 7. 3/. L This NOA is being issued under the ap re flia ove ing the use of construction materials. The documentation submitted has been ' we ted Dade County PERA-Product Control Section to be used in Miami Dade County o er asw ewe y e u ori avmg urisdiction (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. PERA 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 11100"Aluminum Out swing Doors w/Sidelites-Impact APPROVAL DOCUMENT:Drawing No.W01-20,titled"Series 100 Alum Swing Door w/Sidelites",sheets l through 6 of 6,prepared by Al Farooq Corp.,dated 01-24-02 last revised on FEB 22,012,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 Small Missile Impact Resistant Limitation: See Design Pressure ratings Vs size&glass types per chart A or B in sheet 2,as applicable 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",unless otherwise 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 revises&renews NOA#07-0109.08 and consists of this page and evidence ages E-1,as wall as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. Sf 01 NOA No 12-0305.03 trt M�anEeoutaTr Expiration Date:April 12,2013 Approval Date: April 26,2 g Pe 1 Doralum Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections(transferred from file#07-0109.08) 2. Drawing No.W01-20,titled"Series 100 Alum Swing Door w/Sidelites",sheets 1 through 6 of 6,prepared by Al Farooq Corp.,dated 01-24-02 last revised on FEB 22,012,signed and sealed by Javad Ahmad,P.E. A. B. TESTS (transferred from file#08-0418.02)Original test conducted per SFBC,PA 201,202 &203-94 now termed as FBC,TAS 201,202&203-94 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 24113.2.1 and TAS 202-94 Along with installation diagram of an outswing doors w/sidelites prepared by Fenestration Testing.Laboratory Inc,dated March 21,2001 Test Report No.1 (FTL-2811),signed and sealed by Antonio Acevedo,P.E and revised by addendum letter,issued by FTL,signed and sealed by Luis Figueredo,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/22/12,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07-1116.11 issued to Safe-glas L.L.C.for"SAF GLASS— polycarbonate interlayer",expiring on 12/16/12. 2. Notice of Acceptance No.08-0709.04 issued to Nebula Glass International Inc dba Glasslam.for"Safety-Plus II Laminated Glass",expiring on 08/07/13. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex color&clear interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest,prepared by Al Farooq Corporation,dated 02/20/12,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 3. Statement letter dated April 17,2012,issued by Fenestration Testing Lab(FTL)for upcoming test schedule,signed by Jose sanchez. G. OTHER 1. This.NOA revises&renews NOA#07-0109.08,expiring on April 12,2013. 2. One year conditional approval subjected to successful verification test. Ishaq I.Chanda,P.E. Product Control Examiner MOA No 12-0305.03 Expiration Date:April 12,2013 Approval Date: April 26,2012 E-1 14' V FRAME WIDTH8"MAX. 12 MAX TYP HEAD/CORNERS Ar9HEAD/SILL 33 ANCHOR OD.AT WTG. 1 Z FALSE MSURFACE PPLIIEEDD A �LOCATION C -------------- - 3/18'ANN. GLASS 0 3� MAY BE USED 1" G .018'URETHANE ADHESIVE .070'INTERLAYER Q a �� ' W 'SAF-GLAS'1POLYCARBOjNAmTE BY'SECURITY IMPACT GLASS' .018°URETHANE ADHESIVE 3/18ANN. GLASS 0O _ _ _== __ _ O 2 V4 l -----a - - -- -- GLASS TYPE A ASS �o 3/18°HEAT STRENO GLASS 3/18'HEAT STREN'D GLASS D.L.OPG. 32 1/4' 32 1/4' INTERLAYER 0.10" YER 8 SAFETY-FLUSSAFM MG 34 11/18' OPG. m I LEAF WIDTH 3" . BY SOUMBY'GIASSLAM' (h `a��3 EOD. wUdh71 3/4AT DOORS WITH SIDEUTES J/18"HEAT STRENb GLASS 3f18'HEAT STREN'D GL M. 3' 3' OOR WOTH 12' TYPICAL ELEVATION ( XXOO ) �n^Zmta&3�Ei g TESTED UNIT 00MnF g.vp_e ri 0 0 SERIES-100 ALUMINUM STING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS f+ p. WITH OR WITHOUT SIDELM. �Wkhdo F `' SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. ARS 1Z�0?�S' 3' 3 SEE SHEET 2 FOR DESIGN LOAD CAPACITIES. 7013 GLASS TYPE 'B' N GLASS TYPE 'C' it 4 a g THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 'o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY a m v HURRICANE ZONE (HVHZ). WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER GLAZING' ` TTONs •. LOADS TO THE STRUCTURE. 4 q ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS DOORS/SIDEITTES ARE RATED FOR LARGE MLSSILE IMPACT. '; JACR WL & i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. FLR_,Rf1l�{W82'••, g� � � L c p1+ $ ANCHORING OR LOADING CONDTfIONS NOT SHOWN IN THESE DETAILS ARE 1• •; 'I' � A NOT PART OF THIS APPROVAL (i ;i A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ;h MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,TH —zo AT �TQ�ti drawing COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE \ ,�Lit�} ,,,.. W01 REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2003.8.4. CHART A (FOR X&XX DOORS) CHART H DOORS WITHOUT SIDELITES STATIONARY PANEL(0) OR M�. N DEMON LOAD CAPACITY - PM? DOORS WITH SIDEMES NOMINAL DIMS. GLASS TYPES'A','E'OR'C' DESIGN LOAD CAPACITY - PSP qq2 Wt W2 WIDTH(W) _ � / r WIDTH S FRAME HEIGHT GLASS TYPE'A' GLASSTYPE'8'k'C' PANEL WwTH HEX6iT EXT4+) DVT.(-) INCHES Fr./'N. Exr.(+) INT.(-) EXT.(+) INT. Fr./IN. 2/6 62.0 81.0 32 62.0 81.0 02.0 81.0 3/0 6/5 62.0 81.0 33 62.0 78.3 62.0 81.0 / \ \ 2/8 62.0 81.0 34 7/0 82.0 89b 82A 81.0 \\ G 3 0 8/0 62.0 81.0 35 62.0 88.8 82A 81.0 \ i N / \ Q 38 82.0 631 62.0 81.0 • • l {� 32 $2.0 81.0 62.0 81.0 • • C FRAME WIDTH FRAME WIDTH 33 82.0 78.3 02.0 79.2 34 8/0 62.0 69.8 62.0 76.3 35 62.0 665 62.0 77.6 36 62.0 83.1 62.0 785 IL XXOX ) ( 0 ) c ir,I W1 W2 �� W W � W i \ / � i \ i, IoINW fy 8 Ir10 N UnMl HEIGHTS: y NOMINAL HEIGHT FRAME HEIGHT LEAF HEOHT DAYLITE OPG. $ Zt0e 8^t 6/8 79-7/8' 77-3/8' 67-5/8' ` Oxx ( 0X0 ) ( X OXXO ) 8/0 95-7/8' 93-3/8° 83-5/8' WIDTHS: wi W2 W1 WI rT� NOMOVN.WIDTH FRAME WIDTH LEAF WIDTH OAYLITE OPG. 2/6(X) 31-1/2' 28-11/16' 18-15/10' WIDTH (W) W1 + W2 3/0(X) 37-1/2' 34-11/16' 24-15/16° (FOR DOORS WITH StDEUTES) 2 5/0(XX) W-3/4' 28-11/18° 18-15/16 6/0(40 71-3/4' 34-11/10' 24-15/18' \ \ / Rill I o o a a � � SIDEUTE WIDTH DOOR WIDTH OOX OOXXO °592 NOTE: aA ss3e :I I k GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) Rom AND FLORIDA BUILDING COMMISSION dr0W1"9 °0' DECLARATORY STATEMENT DCA05-DEC-219 sl�LrrE WIDTH DOOR DOOR X01_20 • sheet 2 of 6 ' METAL TYPICAL ANCHORS V TYPICAL ANCHORS STRUCTURE SEE ELEV.FOR SPACING tD a SEE ELEY.FOR SPACING TYPICAL ANCHORS 1 ° 18Y SEE ELEV.FOR SPACING Z POD BUCK 0 •,: I "d MIAMI-DAOE COUNTY APPROVED 7d MULLION&MULLION ANCHORS R SEE SEPAPA NCA a ' 0 I o 3 ! 17 k I TYPICAL ANCHORS TYPICAL ANCHORS s 16 4 ##8 a V FH� SEE ELEv.FGR sPaTsroc SEE EUX.FOR SPACING 2 19 WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM 08 X 1'FH SMS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AT 6'0.. j AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q TYPICAL ANCHORS: SEE ELEv.FGR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy<165 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 16 i ! 1-3/8" MIN. PENETRATION INTO WOOD Cc O W v THRU 18Y BUCKS INTO CONC. OR MASONRY �V � • 1-1/4' MIN. EMBED INTO CONC. OR MASONRY c9 !! DIRECTLY INTO CONC. OR MASONRY p O 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p n n C i I X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 2 3 a W INTO METAL STRUCTURES - i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) W ALUMINUM : 1/8' THK. MIN. (6063-75 MIN.) $p W I. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �+ i J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 *A"T (NO SHIM SPACE) TYPICAL EDGE DISTANCE cAll INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. X 1'FN SMS INTO METAL STRUCTURE - 5/8" MIN. O 4 CONCRETE AT HEAD, SILL OR JAMBS('c - 3000 PSI MIN. 4 ;78 X °FH SMS C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm • 2000 PSI MIN. m AT XI.C. O ^1 17 SEALANTS: � m u 3 I I 8 FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL c 1 \ METAL PARTS CONNECTIONS.s�•ti�.ED WITH CLEAR COLORED SEALANT. Engt. AW O ° ..................._............ T1 V ,�sei _,..... 0 NON METALLIC GROUT " •°TYPtCAI ANCHORS NON METALLIC GROUT" 'J' TYPIbA1.ANCHORS droan� 3 KSI MIN. ELEV.FOR SPACING 3 KSI MIN. " SEE ELEV.FOR SPACING 7w 01 9 �qti W01-20 OPERABLE UNITS STATIONARY UNITS sheet 3o1 6 TYPICAL ANCHS SEE ELEV.FORRSPACING 1 O FWSK OBOLT OPERATOR N AG,IVE LEAF O n.UIH BOLT OPERA ONI D,LEAF TOR © 8 O ACTIVE LEAF INACTIVE LEAF a a 17 8 12 13 9 7 17 O 19 g _.. OL ILA5 LL ��$ 5 14 6.4 OPG. #8 X 1'FH SMS D.LO. 5 DLO. AT 1I'O.C. r LEAF WIDTH EXTERIOR x t� 1/4".WAX DOOR WIDTH Stull TyP illy o g W000 BUCK 1/4'MAX. 2 I SHIM SPACE 0 00, TYPICAL ANCHORS Z SEE ELEV.FOR SPACING 1/4"MAX. 1/4'MAX. _ O SHIM SPACE SHUT SPACE OTYPICAL. .FORANCHORS E SEE ELEV.FOR SPACING Y s'?'• o DL OPG. u TAL SIDELRE WIDTH '°z STlluc�VRE 0 0 •t)3 .. .. .. .. .. .. .. 3 88 X 1'FH SMS lil a _.._.._.. _. ._.. AT 8'O.C. c o O 2 WOOD Pzz c SIRUCTURE TYPICAL.ANCHORS C c m u SEE ELEV.FOR SPACINO EXTERIOR i D.L. OPG. Arl. LEAF WIDTH ' '•!' � +� DOOR WIDTH �, l� r Y droving no. Ic4�• '•�:• W01-2a sheet 4 of 6 4.000 .548pm#1 PART g REQD. DPSCIUPTION MATER1Ai. MANP./BUPPWER/REMARB9 (L '- A76 TYP. 1 SW-28899 3/DOOR FRAME HW/JAMB 6063-16 - �1� .203 .285 2 SW-28900 2/LEAF DOOR TOP/80770M RAIL 6081-T6 - 1.500 I I 3 SW-28904 AS IOiOD. WEATHERSTRIP ADAPTER 8m-T8 - Z 2.125 .272 4 SW-28898 1/DOOR THRESHOLD 8063-76 - F GLAZING VINYL (SCALE 1;t) 6 SW-28896 1/LEAF HINGE STUE 6083-T6 - a 1a-201S 7 SW-28901 1/LEAF LOCK STILE 8083-78 - -926 8 SW-28697 AS READ. SIDELITE JAMB 6063-TB - A68 9 SW-28903 1/CORNER ASSEMBLY STIFFENER 6063-T6 - a FRAME HEAD/JAMB 10 SW-29244 3/LEAF HINGE DOOR PORTION 8083-T6 - Q�j 1594 11 SN-29245 3/LEAF HINGE FRAME PORTION 6083-T6 - (� 12 - 2/LEAF 3/8"X 16 x 32'LONG THREADED ROD STEEL - cr 3 1038 13 - 2/LEAF 3/6'X 16 NUT - - O h GLASS STOP 14 - 1/HINGE 5/16'X 6"ROD STEEL PLATED STEEL 0 t0 A62 TYP. 15 - 8f LEAF 1/4"SETTING BLOCK NYLON - WEATHERSTRIP ADAPTER 1.464 16 - AS REGO. GLAZING VINYL VINYL - t7 T-- 1214 17 PW-101 AS REOD. BULB WEATH�l'PoPPINC VINYL - Q a I: I^ 1.750 S zm 18 PS-8400 AS REDO. PILE WEATHERSTRIPPING - SCHLEGEL I7 19 SIUCONE PLUS - SILICONE DOW CORNING F-.499 20 5025 AS REOD. FLUSH BOLTS DELTA IND. 466 21 CP-8111 - ENTRY LOCKSEf TAW OR WESILOpt gg .078 TYP. GLAZING ADAPTER (DOOR) 22 #8X3/4-PHSMS AS REOD. ASSEMBLY SCREWS AT ALL FRAME JOINTS 0i 4.000 1.985 23 DOR-018 AS REOD. GLAZING ADAPTER(lit) 8083-T6 0 Li _L 4573 24 DOR-017 AS REDO. GUIZNO ADAPTER(SNIEUTE) 8083-T8 - a Z 37S 25 DOR-019 AS REOD. GLASS STOP 6063^T8 2R5 470 ZLw 7 O 1-1823— LOCKS TOP/BOTTOM RAIL GLAZING ADAPTER (SIDEL(TE) STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON 0 8~M EXTERIOR AND THUMB TURN ON INTERIOR 8 2 31: 8.177 AT EACH ACTIVE LEAF LOCK STILE, 45' FROM BOTTOM z 2so CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON .644 EXTERIOR AND THUMB TURN ON INTERIOR a 1.375 AT EACH ACTIVE LEAF LOCK STILE, 38" FROM BOTTOM �foomwillpmm 0 1347 MANUALLY OPERATED CONGEALED FLUSH BOLTS mctwm 4.600 TYP 2125 AT TOP & BOTTOM OF EACH LEAF LOOK STILE AM11lMut11�. 2S-303 03 ASSEMBLY STIFFENER 695 (FLUSH BOLTS AT TOP&BOTTOM OF ACTIVE AND INACTIVE LEAFS 3 TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) ` THRESHOLD HINGES: c 7 EXTRUDED ALUMINUM BUTT HINGE A2 TYP, 8281 1/8"THICK AND 7-1/2' LONG WITH 5/16' PLATED STEEL ROD 1.656 AT EACH LEAF JAMB STELE ONE EACH AT 10' FROM TOP & BOTTOM _ 718 6PS 0 AND ONE AT MIDSPAN I�L371�I�F m $D II ° ° m SIDE LITE GLAZING BEAD SIDE LITE JAMB 0 0 A78 TYP. .076 TYP. III ° o L750 1.750 ° �\,'.RAG.P{E+;,�3N2.2.070 ° y I 91 A luau 3999 4b87 �I J10-FH 24 X O 1/2- SOWS 11f drowio W01-20 HINGE STILE LOCK STILE 3 PIECE HINGE I'',.l• sheel5°( 6 N� a 0s LLL h 7 � / 04 a / / 12 3 INI s t0 N QnM FRAME TOP CORNER v n +y -- - 10 8 �3J 2 00 DOOR LEAF CORNER o� • FRAME BOTTOM CORNER ° A-H �+R®AUa.., i9 wIMAtM� Oo1e !a.,.• 1�6'MtM�k €n dVAD'AHW CM.3W*ss •l• .. ��0`� drovring no. Wo1-20 !` sheet 6 of 6