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WS-12-1736Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178631 Scheduled Inspection Date: November 14, 2012 Inspector: Rodriguez, Jorge Owner: SCHAFER, MARCENE Permit Number: WS -9 -12 -1736 Job Address: 381 NE 98 Street Miami Shores, FL Project <NONE> Contractor: J&G CARPENTRY INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)758 -2837 Parcel Number 1132060135650 Phone: (561)333 -5042 Building Department Comments CHANGE OUT ONE IMPACT DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 13, 2012 For Inspections please call: (305)762 -4949 Page 11 of 42 4106 Q— B DING PERMIT APPLICATIO1o1 Miami Shores Village g 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 Permit Type: JOB ADDRESS: 66 Ii 7 g �7 IMCMEIVMr71 IL SEP 1 2012 BY: FBC 20/0 Permit No. NS 12 H 1 XCI Master Permit No. ROOFING City: Miami Shores County: Folio/Parcel #: 11 " 3 — 01 3 "(e0 5 Is the Building Historically Designated: Yes Miami Dade Zip: 3� NO ✓ OWNER: Name (Fee Simple Titleholder): Se -,h 'rT�' Address: 581 n u "1 OJT City: fir- Sh,cT25 Flood Zone: I�tQ oeerv� Phone#: 3OS S ► 74 3-7 State: rt- Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Y4 65, 1 aip `-1 1 V^ L Phone #: ( S5 oS 2a Address: E MAP 1 - CZ /v City: LL)Q J Pan, &!a-, State: %- Qualifier Name: Jan--0-7 n bail Ls State Certification or Registration #: l.s 1� 0 Z'2 5 ) Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 14, (l.c.'s, Square/Linear Footage of Work: 334-t / �-- Phone#: Type of Work: Addition ❑Alteration New !' epair/Replace Description of Work: 1. • I' • ❑Demolition e� Color thru tile: Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ //° (� CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ �� TOTAL FEE NOW DUE $ 1 J• Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 not be approved and a reinspection fee will be charged. S'ignarti ea /aIC.-C-e/AC..Z, / Owner of Agent The fore strument was acknowledged before me this 271 day of if / , 20 by who is perso / ly known to me or who has produced ').— dJ . j`y/A,OA,,As identification and who did take an oath. NOTARY PUBLIC: Signature .. Contractor The foregoing instrument was acknowledged before me this r Sign Print: • 1 PA )-, - " a • Ay I -' 1.- 4 . , • 4 . . I ERLAN'EBEN•AIME Notary Public, State of Florida Commission8 DD876701 My comm. expires Apr. 1, 2013 My Commission Expire APPROVED BY i day of , 20, by MQ,cp5-, who is personall cnown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,1_//'" Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: /�� Print:4 e )6/ My Commission Expires:- 0 6 .•' .. ANGELA YOUNG ' ` A INY CONIMISsION B EE188835 1°'i2i 116 *** (O1) 398.0153 maidenctsmsesmcomm Zoning Clerk * * ** * * * * * ** .�;0 Mtaw% KGs AFTER RECORDING _ RETURN TO: ,� �'" C� Co We el-W7 '3L I �9 C +.1.1- 66pB 3344/01- PERMIT NUMBER: 12 . 1'73 }NOTICE OF COMMENCEMENT 1111111111111111111111111111111111111 11111111 _F6+1 2012Ri 6,20 03 OR 8k 28253 Pe 4803; (1P9) RECORDED 018/31/2012 13:58:16 HARVEY RU4'INt CLERK OF COURT MIAMI- D1AC'E COUNTYp FLORIDA LAST PAGE The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. i��(//`��/^ f oz I. DESCRIPTION OF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.: 1 I -3 cIU 3 -5656 SUBDIVISION s3R ! N-IE 9? S ENERAL DESCRIPTI 0 RO BLOCK 7 ( TRACT LOT dr■ 11%, BLDG UNIT MIdmi' Shores ,P_ 3313 3. OWNER INFORMATION OR LESSEE INFORMATI a. Name and address: b. Interest in property: c Name and address of fee simple titleholder Ofdifferem from Owner liseteedabovee): 4. a. CONTRACTOR'SNAnM�E: :..e `Q (, P{�P' IV1-J�- «YI�+ ` + Connaaer's address: 13 `Q ` �� ` e77— J F� b. Phone muaber:J D - 333- ) % IF THE LESSEE CONTRA FOR TBEIMPROVEMENT: mil i, ,U J 01'_. 33/38 3. SURETY (if applicable, a copy of the payment bond is attached): a. Name and address: b. Phone number. e. Amount of bond S 6. a LENDER'S NAME: Lender's address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Name and address b. Phone number. b. Phone numbers of designated persona: 8. a. In addition to himself or herself; Owner designates to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes. of b. Phone number of person or entity designated by Owner. 9. Expiration date of notice of commencement (the expiration date may not be before the completion of ction c1.final , 2 payment to the contractor, but will be 1 year from the date of recording unless a different date is specified): O / 5 W. '�li.. T• • .13 >• .:. P _ 0!1 .. 11 ?. a• IVI1i: • :a• •,il .t•. JJC ?� el.. Ili? *IC L. 1 • 1 . > ' (1 C. • L •: :.• ?,uL ?.1b. l• 1:'x•.1. n _ •.Lel •. K•.u!v!a 11..qui ?.I n[1� �• C •. ?• y JD is 11 ?11 • ■ 1.1 • : II : a 6 : NO all' 1 10. 11 -•11∎• ■ 1 • 101 ?.I• • •.t : 1■ ilc :.. I. Ike . 1 • J> *it « • •,-• tut ?. •L 4u1_40 •F ! IUL ?l lla 13.1 • a • u.: y : l 11 .. : �1• I1l._ • 1' ?..L• OR Alit• Loa : ? •.S_- g• owner ••, •• i_ *,41 • 11.1 Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief. ,� 2 ( §ig tore of O r or Lessee, or Owner's o Lessee's Authorized Offcer/Director/Pgrtner/Ma ?r) State of County of The foregoing instrument was owledged before me this ' 1 day of by q'YCr2.v■e Att, 5C-j, eN as (name of person) for (name of party on behalf of whom instrument was executed) Personally Known _ or Produced Identification Type of Identification Prod cad c1-0 Y 1 SAIYED SHABB ' JAWAID I`'. Notary P ere of Fl ' nr. iii %iil Gomm alone 6E107495 My Gomm. g Jlln irls a ; , 1Aici6M . 5 M err€ (Print Name and Provide Signatory's Title/Office) (type of authority,... _ officer, trustee, attorney in fact) A'r Rev .10-01 -1 I (S.Aeeording) 'cure of Notary Public) e o Notary Public) won.. . N Lu pQ. �,al it U N O Z ,n C U NS. • CV CI • U. •a"j • rz u. LL1 u- V V.D ct • ric • I rn 4 u0 Miami Shores Village APPROVED BY DATE ZONING DEPT DESIGN PRESSURES POS. NEG. COMMENTS 1 1 32 1 80 'l�� f` q 2 BLDG DEPT 39.0 1 -51.5 /� '� %� / /2-/ SUBJECT TO COMPLIJ,NCE _STATE AND COUNTY WITH ALL FEDERAL ULES AND REGULATIONS f REPLACE DOOR WITH DOOR AND SIDELIGHT IN 1 OPENING ONLY. NEW DOOR AND SIDELIGHT TO BE IMPACT RESISTANT - HURRICANE SHUTTERS NOT REQUIRED. OPENING NO. WDTH. HGT. SQ. FTG. WIND ZONE OPENING PRESSURES POS. NEG. PRODUCT APPROVAL (N.O.A. #) DESIGN PRESSURES POS. NEG. COMMENTS 1 1 32 1 80 17.78 5 39.0 1 -51.5 FL14569.1 60.0 1 -60.0 SINGLE DOOR - LSMI REPLACE EXISTING DOORS AS DESIGNATED WITH NEW FLORIDA BUILDING CODE APPROVED DOOR & SIDELIGHT. NO CHANGE IN SIZE. NO MODIFICATION TO OPENINGS. ALL DOOR & SIDELIGHT FRAMES TO BE ATTACHED THROUGH EXISTING BUCKS WITH 1/4" TAPCON SCREWS INTO CONCRETE WITH A MINIMUM 1 1/4" PENETRATION PER MANUFACTURER'S PRODUCT APPROVAL DOCUMENTS. SEE WIND LOAD CHART ON NEXT PAGE FOR SPECIFIC OPENING PRESSURES DESIGN PRESSURES OF PRODUCT MEET OR EXCEED SPECIFIC OPENING PRESSURES MEAN ROOF HEIGHT = 9 FT 3 IN SCHAFER RESIDENCE 381 N.E. 98TH STREET MIAMI SHORES, FLORIDA DOOR REPLACEMENT PLAN 04/09/2012 - 4:42pm gabrleis F: \01 Project Files \_2010- MPS\400 Wind Chert&Reference \00- MPS10.400 Series CSC (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES 1 1 EXTERIOR ZONE 5 PRESSURES Mean D DESIGN PRESSURES (PSF) - ZONE 4 10 1 15 2 20 2 Tribute Area • • Ft 50 25 3 30 1 1211-1111 5 0 -15 ft + - 43.4 - - 42.4 - -41.6 - -41.1 - -40.6 � - : j'-` ° °.3 1 16 ft - -44.0 - - 43.0 - - 42.2 - - 41.6 - -41.1 • ■ z rl 0 REMARKS INIT ISSUE DRWN GSS CHID TSB Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tribute • Area • Ft - Ight i 20 25 Mg 35 40 45 50 -51.5 ( -50.0 -48.9 -47.9 -47.1 - 46.4 - 45.8 -45.2 +39.!, +38.2 +37.7 +37. +36.8 +36.4 +36.1 +35.9 )" 2 -50.7 -49.5 76 - 47.7 - 47.0 - 46.4 -45.9 +39.5 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 17 ft -55.1 -52.9 -51.4 -50.2 - 49.2 - 48.4 - 47.6 - 47.0 -46.5 41.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +36.8 r -55.7 -53.5 -52.0 -50.8 - 49.8 - 48.9 - 48.2 - 47.6 -47.0 +41.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 19 ft -56.4 -54.1 -52.6 -51.4 -50.4 - 49.5 - 48.8 -48.1 -47.6 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 20 ft -57.0 -54.7 -53.1 -51.9 -50.9 -50.0 - 49.3 - 48.7 -48.1 +42.6 +41.4 +40.6 40.0 +39.5 +39.1 +38.7 +38.4 +38.1 -57.6 -55.3 -53.7 Y• 48.6 21 ft +43.0 +41.9 +41.1 6,b a-r +38.5 -58.1 -55.8 -54.2 �r ��fR �r �j(P/// `• -49.0 22 ft +43.4 +42.3 +41.5 ,Si) •�_' y'; kbdA!<' "� +38.9 -58.7 -56.4 -54.7 =1��/• �5 a ' 1 -49.5 23 ft +43.8 +42.7 +41.8 I +40.3 1. +39.2 -59.2 -56.9 -55.2 24 ft +44.2 +43.1 +42.2 +41.6ll,�- +39.6 25 ft -59.7 -57.4 -55.7 •, ' 1 r=,H a �-" +44.6 +43.4 +42.6 I ^c . H�;. °-" ' • i 26 ft 60'2 -57.8 -56.2 �r' +40.3 45.0 +43.8 42.9• , 27 ft -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 8 ft -61.2 -58.8 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.6 45.7 +44.5 +43.6 +43.0 +42.4 +42.0 +41.6 +41.2 +40.9 29 ft -61.6 -59.2 -575 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 +46.0 +44.8 +43.9 +43.3 +42.7 +42.3 +41.9 +415 +41.2 -62.1 -59.6 -57.9 -56.5 -55.4 -54.5 -53.7 -53.0 -52.4 30 ft +46.3 +45.1 +44.3 +43.6 +43.0 +42.6 +42.2 +41.8 41.5 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 +47.0 +45.7 +44.9 +44.2 +43.6 43.2 +42.7 +42.4 +42.1 lca-64.1 -61.6 -59.8 -58.4 -57.3 -56.3 -55.5 -54.7 -54.1 +47.9 +46.6 +45.7 +45.0 44.5 +44.0 +43.6 +43.2 +42.9 40 ft - 65.9 - 63.3 - 61.5 -60.1 -58.9 -57.9 -57.1 -56.3 -55.6 +49.2 +47.9 +47.0 +46.3 +45.7 +45.2 +44.8 +44.4 +44.1 45 ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -58.5 -57.7 -57.0 +50.5 +49.1 +48.2 +47.5 +46.9 +46.4 +45.9 +45.5 +45.2 50 ft -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -58.3 +51.6 +50.2 +49.3 +48.5 +47.9 +47.4 +47.0 46.6 +46.2 55 ft -70.5 -67.7 -65.8 -64.2 -63.0 -61.9 -61.0 -60.2 -595 +52.7 +51.3 +50.3 +49.5 +48.9 +48.4 +47.9 +47.5 +47.1 ft -71.8 -69.0 -67.0 -65.4 -64.1 -63.1 -62.1 -61.3 -60.6 60 +53.6 +52.2 +51.2 +50.4 +49.8 +49.3 +48.8 +48.4 +48.0 DATE 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT 15 THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO ' - -- DEFINED AS THE «' r,��•� i, DTTION USE OF CRITICAL • • EQUI&ED FO 2. TABLES VALID 01 L`' a i ,l„ •F. 3. TABLES VALID F �,R �e •i3F LESS THAN 10* S B . rt • S 4. IDENTIFY THE BLoc AVE E CANNOT BE IDENTI D EAK Rage' 5. ALWAYS ROUND - `• • GHSSl •y( 6. CALCULATE THE TRI' •. THE SPAN LENGTH (HEIGHT) Mme' -- 1�'•a� THAN ONE -THIRD SP •,s_ OPENINGS ONLY- I1,� AREA OF AN OPEt\N n, •�' BE USED. ALWAYS RO NO -4 (5.a TRIBUTARY AREAS • C MRH <_ 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT • _ LE VALUE OR CONSERVATIVE ASSUMPTION. E 0P NING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS . - :...THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER B • SH D GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSTRVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN 1S BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR:_ . • �. •ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED ND VERIFIED BY THE GOVERNING BUILDING DEPARTM X' • • .HOLDER. " • - ^. • ' RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. \\ (��r_1�� {}(� a= 10% OF LEAS r[pORi7mNIA�LiD RH, WHICHEVER IS S _ OF LEAST HORIZONTAL DIMENSION OR 3FT (1 O QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR •.Y WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 ISOM ENGINEERING i.� EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 4 DATE 03/05/12 REV - ADJUSTED HEIGHTS GSS TSB 04/09/12 THIS DOCUMENT 15 THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO ' - -- DEFINED AS THE «' r,��•� i, DTTION USE OF CRITICAL • • EQUI&ED FO 2. TABLES VALID 01 L`' a i ,l„ •F. 3. TABLES VALID F �,R �e •i3F LESS THAN 10* S B . rt • S 4. IDENTIFY THE BLoc AVE E CANNOT BE IDENTI D EAK Rage' 5. ALWAYS ROUND - `• • GHSSl •y( 6. CALCULATE THE TRI' •. THE SPAN LENGTH (HEIGHT) Mme' -- 1�'•a� THAN ONE -THIRD SP •,s_ OPENINGS ONLY- I1,� AREA OF AN OPEt\N n, •�' BE USED. ALWAYS RO NO -4 (5.a TRIBUTARY AREAS • C MRH <_ 60' BASED ON Kd = 0.85 ORST CASE' PRESSURES. WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT • _ LE VALUE OR CONSERVATIVE ASSUMPTION. E 0P NING IN QUESTION (HEIGHT * WIDTH) OR Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS . - :...THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER B • SH D GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSTRVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER- DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN 1S BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR:_ . • �. •ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED ND VERIFIED BY THE GOVERNING BUILDING DEPARTM X' • • .HOLDER. " • - ^. • ' RANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH IS T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY P AFFIRMATIONS ARE INTENDED. \\ (��r_1�� {}(� a= 10% OF LEAS r[pORi7mNIA�LiD RH, WHICHEVER IS S _ OF LEAST HORIZONTAL DIMENSION OR 3FT (1 O QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER MATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES. M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR •.Y WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 ISOM ENGINEERING i.� EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH 89885 4 Plonks Building Code Online Honda Department Busines p" Professi Regulation BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Product Approval : Public User Licenseeificiertly. Reg:dale Lie ly. Product Aanraval Memo > Product or A000licatlon Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @Jeld- wen.com Janet Gerard fbc@Jeld- wen.com Technical Representative 3ELD -WEN Corporate Customer Service Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 3737 Lakeport Blvd. Klamath Fails, OR 97601 (800) 535 -3936 customerserviceagents@Jeld - wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app 8:44:27 AM] Roriba Building Code Online I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ()Yes ONO ON /A FL14559 R2 COC SA14559 stoned and cert.odf Method 1 Option A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 12/16/2011 12/16/2011 12/18/2011 Nu Mbeir 011441919 14569.1 Steel, Wood Edge Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/ -60 Other: Product must be installed per manufacturer instructions stated on drawing JW050903 as lipttp[1... 6' -0° x 6' -8° , Full Lite, Single or Double Door, Outswing - LMI Certification Agency Cerdflcate FL14569 R2 C CAC NI006255- R4.PDF Quality Assurance Contract Expiration Date 09/30/2013 Installation Instructions 1L14569 R2_tI]W0509- 03.PDF Verified By: National Accreditation & Management Institute, Created by Independent Third Party: Evaluation Reports FL14569 R7 AE PFR 1398 6 13- 11.odf Created by Independent Third Party: Yes Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. T,Qp ry�„^ht 2007 -2010 State of Florida, :: Privacy Statement :: AreessiblW' Statement :: Befund-Stalatuca Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public-records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 0 you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at wetmaggrAIIbor.StatB.O.us. Product Approval Accepts: http : / /www.floridabuilding.org /pr /pr app_ dtl. aspx? parem= wGEVXQwtDquxNBjriRcYg% 2fDEHW1XNZWHXGIkgnWOgrTSFDOsQgaoC M3d%343 /19/2012 8 :44 :27 AM] ® Steel WOOD EDGE IMPACT GLAZED STEEL DAR 6 8 OUTSW WG SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS PRODUCTS OD ° INC. AND ENDUFtA GENERAL NOTES 1 . n s PROMPT L S D E S I G N E D T O C ® P P L Y W1THT HE ct EM FLORIDA RIACRIG CODE 1F6C) 645E ON THE SIGNED ANDBEALED DATE: WCU.IDdJD RVIQAHD PWS BEEN EVALUATED If ACCORDANCE WITH IHEFOLOW2a. rigs 201-89 ASTR9 E32242 AST1N E1666 42 rAS 27294 ASTME.'131ea ASTU Ete66 -011 TAS 69 ASTLIE283411 2 14000811MXS 8Y OTHERS MUST BEA.NGtORLna PROPERLY TO TRANSFER LOADS TO THE STRUCTURE PRODUCT ANCHORS SHAD- BE AS LISTED AND SPACED AS SM)3oW4 ON DETAIL& ANCHOR EafEO4ENT TO BASE MA TEEM!. SHALL HE BEYOND W412 DRESSING a STUCCO 4 O2 S065I) PRESSURE RATING SEE TABLE t PACE 1168 PRODUCT MEETS Pik WATER REOL9REMENTS FOR F600H YELOCflY HURRICANE 206 I414 6 PRC6 UCT DaES 6QT REQUIRE SRUTTER_S RESIDENTIAL INSULATED STEEL DOOR (Common to a8 name exindit+WC8 DOOR LEAF CONSTRLtC TION. Face sheets' 24 GA (0.021. Rini thitkn9S6. Gatvan0ed eteea 4•523 commercial dually AKOO per ASTM 620 vlh average minimum strength Fytavehi.30 E7 �;tl, rAtP 125 982 dt +tY. M -W� Irc. Core De9�arr. ctien Emended t8 active a web ere mnmucted nom 24 GA P &'h� Cm.shr on: The aG.vs and inactive 9 98 F'a {C Oar too gatian4ed eteet. The fere sheets ce top end �e bent 9 'ed& Th the top arm boom Ws. e tap rail measures 0' fish tert9m raft meawhes 72t° Idgh x 1.686' wkte. The aides of the face sheet are rod terms kdo the rata sad Nap Maas which measure 1.07figh x tor saw. The Werke cevNy is 5196 pdth expanded p0ys1yr81e. The taw sheets are gazed to ate expended P 86T epanelsWeud0299terlm3vo-p 6f ODL AturNnum ALLEN oot)1 82888 t dews 928 xdldcU aAtnrunu i �� gggiq�dn6 asassm 016 9•T5a2o5. mamba:wed by Eaton. Frame Co ectton: The harms are constructed Dt h+1gerW ntedpine pants measuring 4416' x 1 -1J4 ". The head jambs are mortised and >a l /gated to the side iambs, and attached Hilt). three 13116G4 7116. cram? 2" 10119 Valdes on each side. The tnreshMA 8) attached to are ade iambs with three r3) 160A 7196 " armor x r bag Maples on each side. (f) Gt Frei ODL 89ulared the (5 r owe thickness. alg N pane et 0.125" tempered 9838 0.5- air space: two (2) Panes of 0 125" annealed with .090° FWD irdedayer by Solaria. All Nes are sandwiched \glazed Into the panels. 7A' MAX. OVERALL FRAME WIDTH IEF ASTRAGAL BOLT ITEM ! 12 IJD9IBLS OtITSIFINC UNIT (XX) SCALD 1/2° Au_ COOR moms ARE RON WE EXTERIOR SIDE TABLE 1 POSRIVE NEGATtvE DESIGN PRESSURE RATING TABLE OF CONTENTS SHEET! 2 3 8 DESCRIPTION TYPBCAL ELEVATIONS VERTICAL CROSS SECTION b BILL. CE MATERIAL HORIZONTAL CROSS SECTIONS OPUONAL 31L BUCK e9 MAS0NAY,C0''CRETE CROSS SECTIONS 8809p0RRIO LOCATIONS COURCt9ENT 75T489 Ip$T COA!PCNENT3 Ckgitally signed by Alex Sp9Tou Reason: I em approving This document Date: 2011.10.07 09:01:48 - 0400 NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - FOR HORIZONTAL C9CRETE. SEE SHEET 4 FOR DETAILS. 3 - FOR VER AAl,-�LR1,�1r,�fy1OR IN 1X BUCK OPTION IN MASOj .�21^ 4U,, SEE SHEET 4 FOR DETAILS -a 4y �YCFfh nL; .;( �ro E t0.` o .41,�;2 °� e'er S /OTvf At. 7 ,x131 oaee 2/5/08 sou: AS NOTED er EAG 3a. sr.5. SAFE 1q APR.a&.103‘T 01.14C am abet ca AYC592.43. ggatERPAIMR WO 7888 C881.M urn NO.Wri8 C+ Dfl ND.: Mc Q (a LSt Reviewed By: Date WWI aa; .#0509 -03 OET 1 7 I.— 1' MIN. I t' MIN. --1 1 I/2' MIN. EMI. SEE DETAIL A SHY. 7 SEE DETNL A SHT. 7 FItCf3F.2Z"2: 101[FlrlEil1rlifiT 'z 11: 6f reilW1T aikFAI tlt:'tt:) I x17 KM /MA! rgelly.N.:14ikiLoxiilliFiiP1111111 E3►iL11 T►km3vI Ldhig m ri., Fu t r,a .•l ir?IraU ".,,.., salxxi 0►'r '-rr -1ir4rwall i.. EEuai1■ ICA6!1?t + tantll.iLeJI;r4 ii T.3*TAI Ear i'Taf , 1 +ka7cpIIL. ?1[•451111Lii1111111/xi3dr, m, l ,!+ SATE LOCATED S►EEt HEAD t: �EriritlifilE7 alrailVAIPLOA 111114131111•1 ii..1 alb , taY E7T2? 11111111 ELI :t. +..'1.1/1 i. ❑ ,. — 7133'! L'Y.7! illE1 ::• '. /l<7ilE .lIMEM ILitL'Ir. 1►.:E,1#• s.r ilk• 1 W �tf• E?_guoczijorccFrrfvjrFwgaaiaaimsffa Dl' nro-: ., t>! FAA ..1173UTICITA21.173EIEFAIPAIIIIIIIIIIIIIMIIMIIIIL,IJIIIIE TOP . 1 El I)* Uli-T-ITILMITELTMEM.11.17111111110.71111111,.. I ©-sa r r • c 7 f G r.i..a*� r. d [ tllt r r1:,i�:c pmt ' +;°t't'!•` Ian `�xW,,i411 r:r ;lr.1iil LInt f. Anllli(1 Fcr ivli lMMIIIMINII �Lf=111 PUI FYIDI . i.''•. I : ;.-..CALRE al a:t a:+. l li 7L =3 .i1011 +: NOTES: P1 FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & j134). SEE SHEET 5. E> FOR VERTICAL ANcHDR IN X BUCK OPTION IN MASONRY CONCRETE. SEEISHEET 4 FOR DETAILS. ® OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT LS ACHIEVED. 1 1/2' MIN. FMB. %%%%%%% tttt No VERTICAL CROSS SECTION TYP. MOO FRAME INSTALLATION SCALE 6" tp ALMS WNW ,r:m.vsOi: see® Nranli PAM fl +rya csal.arwm+innoao CerC&catan No. N/ op - R(/ Reviewed 6y 2/ /oe saw AS NOTED DWI er EAG thee erS. SAFFELL ohmic JWOSO9 -OJ sacy 2_c• • i �1 1 /a" — , -ur -) 1 { 9 M SEC SETw6 A 1' . -_;. -- SHEET 7 �i. 66H. SEE STAR SHEET 7 77ETAA G SHE 6 BORIEIM C sT' - 7711 WD J ALL4 1/4- 1 1/4" MIN. DM 1/4- HAM. 1- vat SH AI SEE DUAL A SHEET 7 SEE DEEM. A SHEET 7 SEE DETAIL G sm. 6 3Xrtp o o o a ED 41 l law 0 � -+RILONTAL CRASS SECTION 2711 R, j =CAM INS2ALJdrmOA+ anew B' +f X AS2840AL ego= SLt710N T7P 3 (SCAL& 6- =r•-o•) koenthm CV Norm D MGM. FM713034 SPACING O£TA . F, SHEET 6 CIDrr. OF /4 4). eDTH PIA7EA a' 11281!!115 FLAP WAD WOOD PiA18°.. ©2 SEWS To %swuTC MOMS WAY won CP'71C41L 3/16' 11® OM= TAPCOA. I FOR TAPCON itogiOARY AND *Ow smelt mama swot; (tmt s 5 !1 /34). SEE EIRIT D FOR IFORE0701. NCHCIR 91 1z BMX MOM w WA SAY/ 1167E WEE 53667 4 601 ttuiitT IT) APffdPfil,.1. *OCR i' rpm SECTION MFM OR JAWS AS 1.. AS MOM /�� 1`��cns�r't,'s • No `R: � • -., TATE OF :�W± SEly. ci90.7 -TdP tttt fkoN Retie anNl : /Ltraocz4-x - -f2V "'�+ _44-1/41 ALMS SPERM HORM Pit Up own ■9171.PA08RK5 aim masa YA3IER PDX Fi. PAR CEHLOF AYffi 010.=A9 eue 2/5/08 wet AS NOTED Os0.6YS E4C erS. SAFFELL MOM tat J405O9 -Q3 57171 J_Or7 No Al loo b ZSS---,ZV 41, /1/1J cm o 09 C4 W O m 0 r2 sr w o C9 » w m OM -tr -. 1° Kt , ,- J 0 0 v YIAL ,' Y�. �i y f ■ �OET7Aq. A A V' 0 ® OfiTRR C © © tint M Y a 1L �l ~,; ; }f 1 5104 MC. //N ,Nii 111 \V��ll �� A `'1,''' '•t �� ,• d 11111 SEE ( � — �t RORJSONTAQ CAW4SS SI.92ON rep Vv luo :. 0 O z� Eh �`](��) — 4 oPSR1rIAC Mr tr mar 0 cisme IN NASONATAIIMCRBrB 0 1 , a• i � �° Imo OQ.J Vi o x xg IE �` (SCAJ.B° B' <!' -o') Q kat ' �- YN. } � ..� SEE OETM A �0 o �, ® 5 orm c 0 (1�I.1) n r B 0 0 �� al 111 r IHFI.1X MIX ��Y 4Y rs +? ,{°r t f ysT M "� ty:: J F., ��1111�.�: 0,1Ir 1 SO ,��y .s. ©Q► m 0009 'it +0 0 1 , -. :: f., • iii. I. Ail pp t�RISDRTu cuss S N 17P ©(j opsivermei weir sr Stlt't 0PIJON !1V £WQNRr E ROM NOW MD MIT MOWS =me If i' „et fi R '0 g; ' ' / III t FOR s� twain tsar .UJ stlt7tC SPRATiB (rt014 Is tr ps}, SEE .. �. �f• to. mil �. •. ��..{{ �'S GG1I 4 p w -' (�.TAL A 53eEP D, \ 04EET T ID. 001300010, k R 1111 s St-COON OF' FORD dot .PRYs AS WIG 2 veerlc,At c S/ JO/f 17P. OPERATING ,,, 1 tr MX ..K OPPlDN W Yff- .avRYlm 'B (SCAM r =f-O°) y , r 1—VA No 0 `�• : t UMSIAreau fl e.e..0.WM sn w. C110110601.10.. ® °01111m We scNE -AS NOTED tom. Bra EAG 1 1 /2 t0+. E O.. -b : : ¢ Z9 = .STATTE OF . Lu O . 10.7 -1 • ,+ '�4, ;,t O R t t1 ��2: • °ji�s /O ��F�* OBC EYS. S4FTEL. OARIAI0 la: ../1.10509- 0.3 Sam 4 W 7 OPfiONAL MASONRY/CONCRETE INSTALL hascem Br CROSS SECTION OF HEAD OR JAMB MESS No Al loo b ZSS---,ZV 41, /1/1J SEE DETAL B SHEET 5 SEE DETAIL A 12 1/2' TYP. SEE DETAIL 0 SHEET 6 37 /2' SEE DETAIL A SHEET 5 6° 1 12 1/2° 7YP. 74° mrINC SL L roUNfir (x) scam or =1` -0° ,DETAIL .@ SCALE- Sr DB7AIL S SCALE: .r r M0 UNIT (11 DQlIBLS SCs1Lat- 1/2" =1.-0' Ackiendurn !G[.p�,r2 �.y Wend By: Date Wend: _ _ ion.. _ — 4,0a.-1/.1.! 4 7 4r No PSDI$Ra •t: m, s5a ce131e119908. ue. IV W. 19ae89001099 LAI 000. a9 HQRBR PAM 32500 19101102RT. OF ud4t1K1. 005t0 0 co IZar2 m ®o®tp w m v -i atom °Eats m t 2/5/08 sou. AS 1.407E0 ow. er: EAS ws eaS. SAFFELL Jw0509 -03 sberr ar • 4 9 /t8° -. 3/+' "" 1�� I 1/4' -6W� © 6 5/8 ,�� o l DETAIL A —NIHCA ARXINTING DETAIL SCALE- 3" �1' -0" DRILL 3/8' ASTRAGAL RETAINER BOLT HOLE THRU THRESHOLD /MASONRY x 1 -3/8' DEEP ANCHOR 2 EXTERIOR SIDE WERUM ROIBENI DRILL 3/8' ASTRAGAL RETAINER IMIT HOLE THRU FRAME/MASONRY DEEP DETAIL B THROIBOLT STRIKE PLATE FOB HEAD SCALE- .r 0 DETAIL C STRIKE PLATES TO JAMBS SCALL• 3/B• DETAIL D STRIKE PLATES TO ASTRAGAL SCALE 3 •1' -0" 1/2' x 1/4' CU —D SPACER V1 1/8' TEMPERED GLASS M liggewz ASTRAGAL RETAINER STRIKE PLATE FOR SILL FASTENER SPEACI PPE WS SCALE` =ALE RTS 5 /B' G BRIE 1/2' NR SPACE 0.090' PVB INWFiAYER BY SOLLRIA «404 /08- 0206.01) 1/8' ANNEALED ODL 60, ,GLASS No Medal W +�r t . /V/ m 'z earXISsweoU SIAM PE, mew orostaa tiA: cutrotanox,sas. JWD509 -03 PQ M. MOMS AVE STEb M OAEOPACA.R. 79:08 SAFFEU 4 9/16' i+ n i,� ;0;j/ ?, /f IIJ //i//, ' - 2 3/16' -4 i ,00D JAMB PINGL'RJOINTkD PINS SCAM. 6" -r-r. 2 r. 2 1/2° — .q 00® RACAL STRIKE PLAFL' SCALE` 6" .7' -0" 1—__1/1r (Min) RIME 4x0x12 CA. SLALR 6' -f• -0' 1 1/4- wI SUPFORT !NlUl'- ALUMINUM ASTRAGA4 SCALE: 6- .1 .-0" T8' _{ —f s /te- 9 COMPRESSION W6ATMSRSTRIP QDS-650 SCALA": 6" I--- 3 1/8° ----{ 11/16° BLOCK - WOOD SC LB. 6` a4' -0" ASTRAGAL BOLT orMAT. - C/R STALE ROD i2 INC & YRLLOW CIROJ/AT6 SCAM' 6" af• -O" 4 9/16' i> 0W57ING rNRIiSItOI,Q BNDURtl SCALE r 1 3/16' —41 11/16°! — MP RAIL (LVL) MINCE STILE (LVL) LATCH STILE LVL SCALE: 6" 0 0 3/16° C -SINK. 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2- MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2-USE #8 r 2 1/2 PFH WOOD SCREW WHEN INSTALLING INTO MUWONS. 3 -USE 3/16' OW TAPCON ANCHOR W/ 1 1/4* MIN. EMBED. WHEN INSTAWNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDELRE SILLS. DATAIA A - COUNTERSINK DETAIL SCALE- 7/4" Abefldiin Io NAMI CellagionNiv N Reviewed By Dee Ren r 2 1/2' OW A AL MIN. GALV. SCALE: 6" a7' -O" CD sko - • { T 3/4' {-+— ASTRAGAL SILL BIKE PLATT SCALE: 6" of -0" ``• "1,;• G E N cg•�G `4 No 0 —f 1" f.._. i ODL•ALLBN FRANK MINUM 6063 T6 SCALE 6" ®f' -0" '-e i k r lei "91 TATE OF 1Q$ ,.16.7.11 it',SIONA, ity'ar ,tans WO= CUOMO OE 00.OS1 ➢1 oEReaamts.It +a w. FORFORK8 VLatCa9y Va7n AVOW, F4 MO FOR COWL OP WM 140. a16 2/5/08 amaLAS NOTED Dm et SAG oat. erS. SAFFELL ORFOOO .M0509 -03 -J$T 7 OF 7 CertWorks ... it works FBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Outswing Door for Florida Product Approval FL# FL14569 Report No. 1398 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate Method) Exterior Door Assembly Swinging Exterior Door Assemblies Wood Edge Impact Glazed Steel OS Door Wood/24 Ga. Steel 74"x 80.75" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/6/201 I Contents: Evaluation Report Pages 1 — 4 Installation Details Pages 5 & 6 t`st%ttu HtJtl�t/ S P . 'r No • `TATE OF Jam: ,7S,CyN As 0;a,0% Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.06.13 15:37:29 - 04'00' Alexis Spyrou, P.E. Florida No. 68101 "046. CertWorks ... itworks FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Manufacturer: JeId -Wen Inc. Product Category: Exterior Door Assembly Product Sub - Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N -3.005 (1)(d) Product Name: Wood Edge Impact Glazed Steel Outswing Door (Impact) 74" x 80.75" Scope: Limits of Use: This is a Product Evaluation Report Issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -03, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -03 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -03 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ... Itworks F8PE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 • ASTM E 330 -02 • ASTM E 283 -91 • ASTM E 331 -00 • ASTM E 1886 -05 • ASTM E 1996 -05 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL- 210 - 3195 -1, Report Date: 04/28/2005 Report #: SJW2011 -070 Report Date: 06/03/2011 Report #: NCTL- 210 - 3195 -1A, Report Date: 04 /28/2005 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: NI006255 -R4 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested In accordance with standards listed above as required by the 2007 Florida Building Code and do not require an impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 /1\4z CertWorks ... It works FBPE Certificate of Authorization No. 28520 FL#: FL14569 Date: 6/6/2011 Report No: 1398 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW0509 -03) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive Negative Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 4,00°N CertWorks ... it works FBPE Certificate of Authorization No. 28520 FL*: FL14569 Date: 6/6/2011 Report No: 1398 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Outswing Door i • • • • • • • • • • • • LJ I I 1 L I ,'...-'. " --•-i ..-- .-1- - t '7. i , .2 1-:"R. . - I Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 BUILDING DROPS dr\ A Perfect Solution In Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave, Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 - 644 -2366 FX contact@buildingdrops.com December 12, 2011 TO: Whom It May Concern FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: F114569 -R1 PRODUCT CATEGORY: Exterior Doors PRODUCT CATEGORY: Swinging Exterior Door Assemblies SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST SIDS. 14569.1 JW0509 -03 1398 N1006255 -R4 09/30/2013 TAS 201 -94 TAS 202-94 TAS 203 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1 of 2 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.16 16:29:10 - 05'00' •■• ce, . sp ...... No _ 0 it . TATE OF :4114:: NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: N1006255 -R4 10/14/2005 Surtpfal JELD -WEN J -104 -3 06/08/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the Directory of Certified Products at www.NAMtCertification.com, Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN'S "Steel Wood - Edge" Double 3737 Lakeport Boulevard In- Swing/Out -Swing Entry Doors Klamath Falls, OR 97601 w /ODL impact Glass or ODL Allen Frame and Eudora UItimate Hurricane Astragal Confguration:XX Glazing: IG- 0.125" Temptered Glass/ Laminate - 0.125" Annealed Glass/ 0.090" PVB by Solutia/ 0.125" Annealed Glass Frame: W- 6'2" Panel: W- 3'1" DLO: W- 110" H- 6'11" H- 6'7" H- 5'4" SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +60/ -60 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL- 210 - 3195 -1 (Structural/ Impact)/ NCTL- SJW2011 -070 Expiration Date: September 30. 2013 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 TEL: (804) 684 -5124/ FAX: (804) 684 -5122 Morida Building Code Online I+)A ART Fila Fbrida Departmental Busines Professi Regulation /Ta".rkfi E.1 ftS a NrACI;; BCIS Home I Log In User Registration I Hot Topics 1 Submit Surcharge I Stats & Facts 1 Publications 1 FBC Staff I BCIS Site Map ( Links 1 Search' Product Approval SEA: Public User Licenseear,iendy. Regulate idly. ErfEi FaVENT w ^r JCEOFTIIE RE FA, Product Approval Meng, > product or Aoollcation Search > Aonilcatinn List > Application Detail FL S Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone /Email Authorized Signature Technical Representative Address /Phone/Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 'Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and /or the Commission if necessary. JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535 -3936 fbc @Jeld- wen.com Janet Gerard fbc @jeid- wen.com Steve Saffell 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882 -3451 Ext 2900 stevesa @jeld- wen•com Windows Fixed Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, standard: TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 http : / /www.floridabuiiding.org /pr /pr app dtl. aspx? param= wGEVXCMDqueursxW4GVzcUeEoRSenjUANCoajAhzWEcK3Hyr2 cYQ%3d0/o3d[3/20/2012 6:40:42 AM] Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FIX Approval Date Approved Method 1 Option A 12/16/2011 12/19/2011 12/26/2011 Contact Lit :: 3940 North Monroe Street. Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. £povriaht 2007 -2010 State of Florida • • PAvacv Statement :: gg pgyibifty Statpmenr :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic mall to thls entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at yeebmasterOl dbor.state.0.ua. Product Approval Accepts: Credit SAFE http: / /www.floridabuiiding.org/pr /pr_ app_ dtl. aspx? peram= wGEVXQwtOqueufsxW4GVzcUeEoRSenjUA8gCoajAhzWEcK3Hyr2cYQ %3d%3d[3/20/2012 8:40:42 AM] �; �� F 3 Wd rNUmber_ cr 8ni ip+ a " 14704.1 Steel Wood Edge Full Lite Fixed Sidelites w/ ODL Impact Glass or ODL Impact Allen Frame limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/ -80 Other: Configuration: 0 Glazing: IG- Laminate -1/8" Annealed Glass/0.090° Solutia Interiayer /1/8" Annealed Glass /1/8" Tempered Glass See drawing )W0509 -05 for Frame, Panel, & DLO dimensions Certification Agency Certificate F114704 Rt C CAC NI006332A -R3 PDF FI 14704 R1 C CAC NI006332D- Rl.PDF Quality Assurance Contract Expiration Date 09/30/2015 Installation Instructions FL14704 RI. II 1W0509 -05 stoned and cert odf Verified By: Alexis Spyrou, P.E. Florida P.E. 68101 Created by Independent Third Party: Yes Evaluation Reports FL14704 R1 AE 14704 signed and cert.odf Created by Independent Third Party: Yes Contact Lit :: 3940 North Monroe Street. Tallahassee FL 32399 phone: 850 -487 -1824 The State of Florida is an AA/EEO employer. £povriaht 2007 -2010 State of Florida • • PAvacv Statement :: gg pgyibifty Statpmenr :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public - records request, do not send electronic mall to thls entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at yeebmasterOl dbor.state.0.ua. Product Approval Accepts: Credit SAFE http: / /www.floridabuiiding.org/pr /pr_ app_ dtl. aspx? peram= wGEVXQwtOqueufsxW4GVzcUeEoRSenjUA8gCoajAhzWEcK3Hyr2cYQ %3d%3d[3/20/2012 8:40:42 AM] JELI1+YEN® Steel WOOD EDGE IMPACT GLAZED 6-8 OR 8-0 FIXED SIDE LITE UTILIZING COMPONENTS FROM 001' INC. AND ENDURA PRODUCTS INC. 1 GENERAL NOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILD1M3 CODE (FSC)BASED IARTHE5IGNEDAND SEALED DATE: INCLUDING HVHZAND HAS BEEN EVALUATED IN ACCORDANCE W/TH THE FOLLOWING: TAS2U1 -S4 T4$20294 TAS20344 2. 2X AND 1x WOOD BUCKS BY OTHER$ MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO ME STRUCTURE. 3. PRODUCT ANCHORSSHALL BE AS USTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR S77JCCO. 4. DESIGNED PRESSURE RATING SEE TABLE I, PAGE I. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONE (7M12) 6. PRODUCT DOES NOT REQUIRE SHUTTERS RESIDENTIAL INSULATED STEEL SIDEIJTE ( C07a/1W107a9(mneoar) DOOR LEAF CONSTRUCTION: Face sheets: 24 GA (0.021' min) thickness. Galvanized sleet A525 commercial qua5ty AKDQ perASTM 620 with average minlrnum yield shength Fy(ave)40827 psi.. Core Design: Wire Expandable Polystyrene with 1.0 to 1.25 (16 density, by JEW -WEN Inc Panel Construction: The panels are constructed from 24 GA (0.021' min) galvanized steel. The face sleets at top and bottom are hem 90' over the fop and bottom ralis. The lap rat measures 1.0' Mgh x 1.688' wade. The steel bottom rail measures 1.21'Fr✓gh x 1.68r wide. The sides of the face sheets are roll formed into the latch and hinge sties which measure f.00' high x 1.688' wade. The inferior cavity is !!lied wall expanded polystyrene. The taw sheets are glued to the expanded polystyrene. The panels are cut out for the two piece ODL AWmfnum All EN frame. Units are glazed with tempered and laminated impart 1'10. Frame Construction: The frames are constructed of finghejolnted pine Jambs measuring 4 -946'x 1- 114' The head Jambs are mortised and but to the sde jambs, and attached wilt three (3)16GA7/18' germ x 2'long Staff on each side. The bottom all is attached to Ore side jambs Pbl1 three (3) 16GA- 706'aown x 2'tang staples an each side. Glazing: COL instated lie is 1' overa3thickness, consisting of one (1) pane of 0.125• tempered glass; 0.5°air space; two (2) panes 00.126' annealed with .090• PvB mredayer by Sdhtia. Al riles are sandwiched glazed into the panels. TABLE OF CONTENTS SHEET8 DESCRIPTION 1 TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTION & BILL OF MATERIAL 3 HORIZONTAL CROSS SECTION AND GLAZING DETAIL 4 ANCHORING LOCATIONS 5 UNIT COMPONENTS ALL SIDE1 ITF MOnFI S ARF VIEWED FROM THE INTERIOR .SIDE Lid • m 37 1/4° MAX. _ FRAME WIDTH 35 3/4' MAX. PANEL WIDTH SIN= 9' -0" FIXED tiN!T !a) SCALE: f /2" ;,�G E NSA O` • No 8WlO 95 1/4° MAX. PANEL HEIOHT Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.07.03 10:31:10 - 04'00' cC TATE OF .Lan +' 1. ...vs, c 7-341 q irxs',, ONA1 ,�� ALEXIS SPERM/ FLORA P.E. MI 44101 GERIw0006.LW. 127V1. FAIRBANKS AVE. RTE® WINTER PAM, FL 82179 ME CERT. OF AUTN. I10.18520 TABLET DESIGN PRESSURE RATING j // WHERE 1s MEMO 7006 WATER6 1�D S8' (0) M0 Peet CB IMF era (0) MOM h -HO PSF Lid • m 37 1/4° MAX. _ FRAME WIDTH 35 3/4' MAX. PANEL WIDTH SIN= 9' -0" FIXED tiN!T !a) SCALE: f /2" ;,�G E NSA O` • No 8WlO 95 1/4° MAX. PANEL HEIOHT Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.07.03 10:31:10 - 04'00' cC TATE OF .Lan +' 1. ...vs, c 7-341 q irxs',, ONA1 ,�� ALEXIS SPERM/ FLORA P.E. MI 44101 GERIw0006.LW. 127V1. FAIRBANKS AVE. RTE® WINTER PAM, FL 82179 ME CERT. OF AUTN. I10.18520 1" MIN. --{ SEE DETAIL A SHEET 5 SEE DETAIL A SHT. 3 L. 1 3/4' MIN. MIN. t' MW. 1' MIN. 1" MIN. 98" (8 -0) OR 80" (8 -8) WIT 0 0 0a Aw.p. re, =_=+� N SEE DETAIL A SHEET 5 co 0 0 00 0 0 0 SEE DETAIL A SHT. 3 0 0 0 3/8" t° MIN. 2 1/2" MIN. VERTICAL CROSS SECTION TYR CONCRETE INSTALLATION SCALE: 6" =1' —O" Item DESCRIPTION Materiel 1 SOE JAMB 1 1 4 x 4 9 16 FINGER/ONTO PINE ® .t11;`(�� 2 HEAD JAMB 1 1 x 4 9 l6' FNGERJDINiED PIN 1 �,«:• r ff� RAIL FINGER CANTED LVL) LVL #10 PRE SCREW WITH 1 112" MIN. EMBED. DrtF1 NOT USED NOT USED Ott. MEN UM FIUME UM 6063 T5 ALUMINUM VINL LA CAW( 7/t6" x 7/16" 1/4 ROUND SIDE LITE STOP IT WOOD SUCCAE SEALANT 18 G. NAB CROWN x 7 8" LONG STAPLES r+37 13 MUM OW 6QJG SILL. PARTIT F084566A ALUMINUM 14 18 Ga. 7 1," CROWN x 2" LONG ST °_x STEEL 18 co. BARROW CROWN x 7 ; LOKC STAPLES STEEL FOXED POLYSTMDC 1.0 10 1.251119 IA§6TTr BY Jd0 «:. E. 17 MEL SIM 9 : - 2401 GALV. /:r A -525 1X16laRCLIL QUALITY 0.027" VOL THICK • STEEL GALV n :■• F!. -ca N.•T ,•1 +YI r a7 _ STEEL WOOD . W000 BUCK ON COMPRESSION SHIM DOW 995 S/UCOPE SEALANT Km 50JCQNE ° t: 7:. r • a: . Jri;::: is i. :,.II.CV •.c :.:r Mtl. •.A 2 J 1. T.,..gig .:o. . .7%2 1(19 '1.. 1 V Mfr ER+O. GLASS WOOD 26 OPTIONAL Ix WOOD BUCK r MIN. 1" MIN 1" MIN. 1" MIN. �i♦ 0 was" SEE DETAIL A SHEET 5 0 0 0 0 00 0 0 SEE DETAIL A SHT. 3 ©Q : ;.' j 1•x 'r ad 1 +t ' Q '" /MASONRY SCALE: 6" =J — NOTES: VERTICAL CROSS SECTION TYP Q FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & FOOD FRAME 1NSTALLATIONSCALE.- 6" =J —O" #25). SEE SHEET 4. E> FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY /CONCRETE. SEE DETAIL C2 FOR DETAILS. g OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ® FOR LOCATIONS FOR STATIONARY PANEL ANCHOR (ITEM #14). SEE SHEET 4. 1 O 0. cei 6 W g was 5 Yea 0 w�? z -m wa N U 0 G 0 ALMSSaYRaU FLOM PE MX W101 CERIVORKB. LW. 19 cv.FA0184.0X9 AVE. 960333 MxiT 91PARK 1t 8x769 FBP GMT, T, OP Auva Fx).n x0 OVE: 2/5/08 =IL AS NOTED eY EAG mac erS. SAFFELL ENO 1034 JW0509 -05 swET ,_ OF 1 1/2 MIN. EMS. 1/4- MAX. SHIM 1 1/2' MIN. SEE DETAIL A SHEET 5 SEE DETAIL A SHT. 3 1/4° MAX. SHIM >) SHEET 5 SEE DETAIL A PINA EXTERIOR NORIZONTAL CROSS SECTION TYR WOOD INSTALLATION (SCALE : 6" =1.-0") 1 l/4 MIN. EMB. 1/4° MAX. 1 I— SHIM r. 0 SEE DETAJL A SHEET 5 SEE DETAIL A SHT. 3 1 1/4" MIN. EMB.I ia■ 1/4- SHIMft MAX. 1 o o' SEE DETAIL A t4. SHEET 5 d IZONTAL CROSS SECTIONS IfORIZONTAL CROSS SECTION TYP. CONCRETE INSTALLATION (SCALE 6" •=1*-0°) 1/2° cu-o SPACER 1/8. TEMPERED CLASS 1/2' AR SPACE NOTES: ID FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (ITEMS #5 & 25), SEE SHEET 4. 2 FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE DETAIL C2 FOR DETAILS. 3 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENTMAONEVED ED FOR LOCATIONS FOR STATIONAK1V/i6ELP. . • No (DEM #14), SEE SHEET 4. nom 2/5/08 0 z GLAZING DETAIL -A- (SCALE: 6° 5/8 GLASS BITE 0.090• PV9 INTERLAYER BY SOLUTM ANNEALED ALEXIS ePTROLO FLORIDA REAM MIDI CERTVORKIII. LLD. MIL FAMBARRS AVE. STIL 439 WINTER PARX, FL S2789 F8PE MR. OF MIL HMO= 9AEET 0?.5_ -15 "f- c• -151- SEE DE'ALB SHEET -16 "I SEE DETAIL B SHEET 4 0 PANEL ANCHORING LOCATIONS 6' -B" FIXED SINGLE UNIT (D -151- SEE DETA L A SHEET 4 1 O r SEE DETAIL A 37 1f4" + SHEET 4 ANCHORING 6-8" FIXED LOCATIONS S) SCALE !/2" =1' -0" ALL 8108 MODELS ARE VIEWED FRCL1 THE EXTEROR SIDE ANCHORING 8-O DUNIT OAI SCALE: 1/2" =1' -0" to .DETAIL A SCALE. 3" =2' -0" DETAIL 9 SCALE: 3" =1' -0" atw9PTR 11 fROR 0A P.B. NO. 135101 CERTWORKB L66 127 9e. I11M'8 9 AVE. AVB• BTE 4 WOOER ArAI.F1 FBP8 CCMOP ALMS. r MMO o+Tt 2/5/08 scALLAS NOTED DM. BY EAO aar. BTS. DRAWING N0. JW0509 -05 soar 4 or 4 9/16° %//1)/////42/, / /, /j /// // • /// 1--2 3/16° -.I 1 3/16° J 1-1.688"—I 0 F1NCERIOlNTED PINE �STlLE & RAIL LVL SCALE = 6" 1' -0" SCALE. 6" 3'1' -O" 11 _4_ 1/8° 0MINDOMIN AA 18 STEEL 2564 . -CALo 1 3/4° I-x - ODL "ALEN" FRAME OALUMINUAI 6063 T5 SCALE.' 6" =1' -0" FIXED THRESHOLD '51606.2-T6 ENDURA) PT'IFOB45664 ALUM/NMI SCALE: 6" .4. -0" 3/16" C -SINK. OTE 1-USE #10 WOOD INSTALLATION SCREW W/ 1 1/2° MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2 -USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3 -USE 3/16" ITN TAPCON ANCHOR W/ 1 1/4° MIN. EMBED. WHEN INSTALLNG INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. DETAIL A - COUNTERSINK DETAIL SCALE: 1 /4° =1' -O" ,, ,,. , l S T I S P y R, i i. • No x 0 4 0 a COMPONENTS 9' TATE OF : 4o: ic..<1_3_11 • O ;`2w a � ''SS,O,A; E*. C4 �. ALEX 0)01 07) FLORIDA P.E.10.8810t x9. uc f87 W.FAREAKASAvLSTE408 was' PARR FL 58789 MK CERT.OF AUTH. NO. 58880 CA>£ 2/5/08 SAS NOTED OM en EAG CN. S. SAFFELL PAmNO t JW0509 -05 SHEET pF 1#1''S'sib CertWorks ... itworks EBPE Certificate of Authorization No. 28520 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407.644.2366 FX info @certwrks.com Product Evaluation Report of Jeld -Wen Inc. Wood Edge Impact Glazed Steel Fixed Sidelite for Florida Product Approval FL# FL Report No. 1442 Florida Building Code 2007 Per Rule 9N -3 Method: Category: Sub — Category: Product: Material: Product Dimensions: Digitally signed by Alex Spyrou Reason: I am approving this document Date: 2011.07.07 15:21:24 - 04'00' 1— A (Certificate Method) Windows Fixed Wood Edge Impact Glazed Steel Fixed Sidedite Wood /24 Ga. Steel 37.25 "x 96" 37" x 80" Prepared For: Jeld -Wen Inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Alexis Spyrou Florida Professional Engineer # 68101 Date: 6/29/2011 Contents: Evaluation Report Pages I — 4 Installation Details Pages 5 Alexis Spyrou, P.E. Florida No. 68101 . CertWorks ... Itworks FBPE Certificate of Authorization No. 28520 Manufacturer: Jeid -Wen Inc. FL #: Date: 6/29/2011 Report No: 1442 Product Category: Windows Product Sub - Category: Fixed Compliance Method: State Product Approval Rule 9N -3.005 (1)(a) Product Name: Wood Edge Impact Glazed Steel Fixed Sidelite (Impact) 37.25" x 96" 37" x 80" Scope: Limits of Use: This is a Product Evaluation Report issued by Alexis Spyrou, P.E. (FL # 68101) for Jeld -Wen Inc. based on Rule Chapter No. 9N- 3.005, Method la of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Alexis Spyrou, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2007 Florida Building Code. See Installation Instructions JW0509 -05, signed and sealed by Alexis Spyrou, P.E. (FL # 68101) for specific use parameters. 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2007 Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing JW0509 -05 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions JW0509 -05 for size and design pressure limitations. Alexis Spyrou, P.E. Florida No. 68101 Page 2 of 5 CertWorks ,+"� ... it works FBPE Certificate of Authorization No. 28520 FL #: Date: 6/29/2011 Report No: 1442 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N -3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201 -94 • TAS 202 -94 • TAS 203 -94 Reports to qualify use of Wood Edge Steel Fixed Sidelite: 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL -210- 3194 -1, Report Date: 09/28/2005 Report #: SJW2011 -073 Report Date: 06/29/2011 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Certification Agency National Accreditation and Management Institute (FBC Organization #: CER 1773) Certification #: N1006332A -R3 Certification #: NI006332D -R1 Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08- 0206.01 Products described herein are tested in accordance with standards listed above as required by the 2007 Florida Building Code and do not require an Impact resistant covering. Alexis Spyrou, P.E. Florida No. 68101 Page 3 of 5 " CertWorks ... Itworks FBPE Certificate of Authorization No. 28520 FL #: Date: 6/29/2011 Report No: 1442 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For 2x wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 150" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non - structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter MN Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to installation Instructions (JW0509 -05) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 80 PSF Negative 80 PSF Alexis Spyrou, P.E. Florida No. 68101 Page 4 of 5 EWE Certificate of Authorization No. 28520 FL*: Date: 6/29/2011 Report No: 1442 Installation Method Jeld-Wen Inc. Wood Edge Impact Glazed Steel Fixed Side lite " 1 1 1 1 1 1 6" F■• " 37 6 . -H -- 16"h 1 1 1 1 1 — ! — ; 1 1 1 1 1 -"-} 8'116" Alexis Spyrou, P.E. Florida No. 68101 Page 5 of 5 /4\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407- 644 -2366 FX contact@buildIngdrops.com December 12, 2011 TO: Whom it May Concern FROM: Alexis Spyrou, P.E. Registered Florida Professional Engineer #68101 MANUFACTURER: JELD -WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 FLORIDA PRODUCT APPROVAL #: FL14704 PRODUCT CATEGORY: Windows PRODUCT CATEGORY: Fixed SUBJECT: Product Conformance to the 2010 Florida Building Code Dear Sir (Madam), I have reviewed the referenced Florida Product Approval and associated documents and found all drawings, reports, referenced test standards, and associated ancillary tests as noted in the currently approved documents listed below to be in compliance with the 2010 Edition of the Florida Building Code. It has been concluded that no revisions or changes to the referenced standards and standard years has occurred between Chapter 35 of the 2007 and Chapter 35 of the 2010 Editions of the Florida Building Code. Therefore, all test standards listed below are valid for the 2010 Edition of the Florida Building Code. SECTION DRAWING REPORT CERTIFICATE CERT. EXP. TEST SIDS. 14704.1 JW0509 -05 1442 N1006332A R3 N1006332D -R1 09/30/2015 TAS 201 -94 TAS 202-94 TAS 203 -94 To the best of my knowledge, all referenced & included test standards, methods of installation, details, and performance ratings have been found to comply with the 2010 edition of the Florida Building Code. This product is manufactured under a quality assurance program currently approved by the Florida Building Commission. Page 1of2 .00"BUILDING DROPS ,„ A Perfect Solution in Every Drop Certificate of Authorization: 29578 127 W. Fairbanks Ave. Suite 438 Winter Park, FL 32789 407.644.6957 PH 407 -644 -2366 FX contact@buildingdrops.com Please note that I do not have, nor will I acquire, a financial interest in any company manufacturing or distributing the product(s) for which the reports are being issued. I also do not have, nor will I acquire, any financial interest with the Laboratory that performed the test(s), or with the Engineer witnessing the test(s) and sealing the test report(s). Respectfully submitted, Alexis Spyrou, P.E. Florida Registered Professional Engineer #68101 ALEX SPYROU 2011.12.16 1' 6:29:50 - 05'00' Page 2 of 2 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI006332A -R3 12/12/05 Structural JELD -WEN J -104 -3 06/30/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products at www.NAMICertification,com. Please review, and advise NAMI immediately if data, as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN'S "Steel Wood -Edge" 3737 Lakeport Boulevard Full Lite Fixed Sidelights w /ODL Impact Klamath Falls, OR 97601 Glass or ODL Impact Allen Frame Configuration: 0 Glazing: IG- Laminate -I/8" Annealed Glass/ 0.090" Solutia Interlayer /1/8" Annealed Glass/I /8" Tempered Glass Frame: W- 940mm(37 ") H- 2032mm(80 ") Panel: W- 889mm(35 ") H- 2007mm(79 ") DLO: W- 559mm(22 ") H- 1626mm(64 ") SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +80/ -80 psf Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL -210- 3194- 1/SJW2011 -73/W -1487 Expiration Date: September 30, 2015 Administrator's Signature: NATIONAL ACCRDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVIISION DATE: NI006332D -R1 12/12/05 Structural JELD -WEN J -104 -3 06/30/2011 The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand portion ofthis form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The product described below is approved for listing in the next published issue of the Directory of Certified Products at www.NAMlCertilication.com. Please review, and advise NAMI immediately if data. as shown, requires corrections. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD -WEN Exterior Doors JELD -WEN's "Steel Wood - Edge" 3737 Lakeport Boulevard Full Lite Fixed Sidelights w /ODL Impact Klamath Falls, OR 97601 Glass or ODL Impact Allen Frame Configuration: 0 Glazing: IG- Laminate -1/8" Annealed Glass/ 0.090" Solutia Interlayer /1/8" Annealed Glass/I /8" Tempered Glass Frame: W-946mtn(3 7.25") H- 2438mm(96 ") DLO: W-52 1 mm(20.5 ") H- 1997mm(78.62 ") SPECIFICATION PRODUCT RATING TAS 201/202/203 -94 Design Pressure: +80/ -80 psf Large Missile Impact Rated Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL210- 3194 -1 /SJ W201 1 -73/W -1487 September 30, 2015 Administrator's Signature: NATIONAL. AC DITA ION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684 -5124 Fax: (804) 684 -5122 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE Truffle Window & Door Solutions, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 OA www.miamidadesov /sera/ This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 f nrle inrlivling fhv Hi& VAlnrst3, iTilrri.AHP 7n.+A DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and ex • iration date h Mi 1 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, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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 and renews NOA # 10- 0930.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE OUNTY APPROVED 1 NOA No. 11- 1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Page 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, 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 2 mulled fixed frame windows, 0-0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, F.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 3 mulled fixed frame windows, 0-0/0 configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02- 0227.01) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated 09/21/95 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA #95-1515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al- Farooq Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manue Perez, Product Control Exa NOA No. 11 -12 .07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated November 16, 2011, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, FL, dated 02/03/10 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. S. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.I. ", approved on 01/06/11 and expiring on 12/24/11. anuel ' z, P.E. Product Cont E <,: miner NOA No. - 1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 E -2 6.000 F —a000-J ALL TUBE MUWONS TO BE ALLOY 8053 -76. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDRION INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO 18000 ONLY. MATERIALS INCLUDING BUT NOT LISITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OT}IER DSSIMRAR MATERVdS SHALL MEET THE REQUREMENTS OF 2010 FLORIDA BLDG. 0100 SECTION 2003.8.4. 1.000 1 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS STEP 1 31E2 _2 STEP 3 USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 2 SELECT MUWON SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP ON IN SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RRATt GR CHARTS MORE THAN THE DESIGN L0A05 SPECIFIED IN STEP 1 ABOVE DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 4 MULLION C IP (YE -65) (6003 -TB) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. 1281 .,25Th MULLION CLIP (6083 -15) CUP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MUWONS. (NO SIDE FASTENERS REQD.) rOhmV MULLION CLIP (8063 -1-5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. .125 —1.716 1.613 MULLION CLIP (6063 -15) CLIP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. (80 SIDE FASTENERS REQD.) 2400 125 I�— zoOD --�I ANGLE CLIP (6063 -T5) Inge WAD AHMAD CARL Rt. PEE 1.574562 PRODUCT REVISED as complying with tha F[OTfd0 (NelldAag Code ) cmmance No Expiration Pala • TUBE MULLIONS Z_ 5 T a drawing n0. M95 -06A sheet 1 of 6 ElIZEIVrargl IIMENETtall DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 %2 STD. 1X3 STD. 1X4 STD. 2X4 STD. 2X6 STD. 9810TH (W) MULL SPAN 19-1/8° 140.0 140.0 140.0 140.0 1400 26-1/2° 138.2 140.0 140.0 140.0 140.0 30° 120.3 140.0 140.0 140.0 1400 37° 26.6 07.6 140.0 140.0 140.0 140,0 42° 23.4 85.9 140.0 140.0 140.0 140.0 48° 36 -3/8' 752 140.0 140.0 140.0 1400 53 -1/8° 58.1 87.9 139.8 140.0 140.0 140.0 60" 51.4 80.2 123.8 140.0 140.0 140.0 88° 46.7 54.7 112.5 140.0 140.0 140.0 72° 428 50.1 103.2 140.0 140.0 140.0 74" 41.7 48.8 100.4 140.0 140.0 140.0 19 -1/8" 108.1 82.2 140.0 140.0 140.0 140.0 26 -1/2' 78.0 59.3 140.0 140.0 140.0 140.0 30° 88.9 524 140.0 140.0 1400 140.0 37' 55.9 425 116.3 140.0 140.0 140.0 42° 49.2 37.4 101.6 1440 140.0 140.0 48" 50 -5/8° 32.8 88.9 140.0 140.0 140.0 53-1/8° 38.9 29.8 80.3 129.3 140.0 140.0 60° 34.4 282 71.1 114.5 140.0 1410 68° 31.3 23.8 84.7 104.1 1400 1410 72° 28.7 21.8 59.3 95.4 139.3 140.0 74° 27.9 21.2 57.7 928 135.8 140.0 19-1/8° 75.9 42.7 122.1 140.0 1400 140.0 28-1/2" 64.8 30.e 88.1 1400 140.0 140.0 30° 48.4 27.2 77.8 140.0 140.0 140.0 37° 39.2 220 63.1 1194 140.0 140.0 42' 34.6 - 55.6 105.6 140.0 140.0 48° 63° - 48.8 92.4 135.0 140.0 53 -1/8° 27.3 - 439 83.5 121.9 149.0 60° 24.2 - 39.9 73.9 108.0 140.0 86" 22.0 - 35.4 67.2 96.2 140.0 72" 202 - 32.4 81.6 90.0 140.0 74" - - 31.5 80.0 87.5 140.0 19-1/8° 55.3 26.1 74.8 140.0 140.0 140.0 28 -1/2" 39.9 - 83.8 115.4 140.0 140.0 30" 35.3 - 47.5 101.9 140.0 140.0 37' 28.6 - 38.5 82.8 120.7 140.0 42' 252 - 33.8 72.8 106.4 140.0 48° 74 -1/4' - 28.7 83.7 95.1 140.0 53 -1/8" - - 28.8 57.6 84.1 140.0 80° - - 23.5 51.0 74.4 1410 68" - - 21.6 46.3 67.7 131.0 72" - - - 42.5 62.0 120.1 74° - - - 41.3 80.4 118.9 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WL8400W DIMS. 1 X 2 STD. 1 X 3 • STD. 1X4 STD. 284 STD, 2X8 STD. WIDTH (W) MULL SPAN 19-1/8" - 51.5 110.4 140.0 140.0 28 -1/2° - 37.2 79.7 116.4 140.0 3 7° - 32.8 - 102.8 140.0 - 26.6 _ - 83,4 140.0 48' 3 42° 23.4 ...3 73.5 140.0 - 20.5 44.0 64.3 140.0 53 -1/8° - - - 39.7 58.1 127.2 60° - - - 35.2 51.4 112.6 68° - - - 32.0 46.7 1024 72" - - - 29.3 428 93.8 74° - - - 28.5 41.7 61.3 19 -1/8° - - 34.5 74.0 108.1 140.0 26 -1/2° 21.9 - 24.9 53.4 78.0 140.0 30° - - 220 47.2 88.9 140.0 37° - - - 38.2 55.9 139.8 42° - - - 3.3.7 49.2 123.2 48° 98° - - 29.5 43.1 107.8 53 -1/8° - - - 28.6 38.9 97.4 80" - - - 23.6 34.4 882 68° - - - 21.4 31.3 78.4 72° - - - - 28.7 71.8 74° - - - - 27.9 69.9 19 -1/8° - - 24.2 51.9 75.9 140.0 26 -1/2° - - 37.5 64.8 140.0 30° - - 33.1 48.4 134.5 37° - - 26.9 39.2 109.1 42° - - 23.7 34.6 98.1 48° 108" - - 20.7 30.2 84.1 53 -1/6° - - - 27.3 76.0 60° - - - 24.2 67.3 66° - - - 22.0 61.2 72° - - - 202 88.1 74" - - - - 54.5 19 -1/8° - - 37.9 55.3 140.0 28 -1/2" - - 27.3 39.9 111.0 30" - - 24.1 35.3 98.1 37' - - - 28.6 79.5 42° - - - 252 70.1 or 120° - - - 220 61.3 53 -1/8" - - - - 55.4 60" - - - - 49.0 66° - - - - 44.6 72" - - - - 40.9 74° - - - - 39.8 NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLI063) UINDOW DIMS. 1X2 STD. 1X3 STD. 1X4 STD. 2X4 SID. 2X6 STD. WIDTH (W) MULL SPAN 19 -1/8" - - 28.5 41.8 115.6 26 -1/2" - - 20.5 30.0 83.4 30° - - - 28.5 73.7 37° _ - - - 21.5 59.8 42° - - - - 52.6 48° 132" - - - - 48.1 53 -1 /8" - - - - 41.6 60° - - - - 36.8 68" - - - - 33.5 72° - - - - 30.7 74° - - - - 28.9 19 -1/8" - - 21.9 32.0 89.0 213-1/2" - - - 23.1 64.3 30° - - - 20.4 58.8 37° - - - - 48.0 42" - - - - 40.5 48" 144° - - - - 35.5 53-1/8" - - - - 32.1 60° - - - - 28.4 85" - - - - 25.8 72' - - - - 23.7 74" - - - - 23,0 1 X 2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE Ix 9l"41 Ss 01-3 .950 I .633 Ix 24"4 Ss I6'3 2.037 1.019 GIAZ150 PRODUCT LVERTICAL MULLION GLAZING PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION / %1 (YAZ010 47 PRODUCT 3 OD PRRODUCUO T GUONG PRODUCT MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (1N) = WI + 82 2 2 X 4 STD. TUBE Ds PY'4 97 MEM t 8nan CIVIL AI-100 F C Ey 73%592 , 0 2 X 6 STD. TUBE PRODUCT REVISED as complytrtg wiheha Florida Mae; Coda Acceptance No Expiration Data By tfo fa 914‘) rn MINUM TUBE -J drawing no. M95 -06A (sheet 2 of 6 ) DESIGN LOAD CAPACITY - PSF DEBIGN LOAD CAPACITY.- PSF DESIGN LOAD CAPACITY - PSF a I m . 3 S WINDOW DIMS. ANCHORS TYPE WIND017 DIMS. ANCHORS TYPE WINDOW DIMS, ANCHORS TYPE 011009 (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 22 24 W10TH (W) MULL SPAN A2 A4 AA2 AA4 AAA2 AAA4 22 24 0110TH (W) MULL SPAN A2 Al AA2 AA4 AAA2 AAA4 B2 84 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 266.8100 FAX (305) 26249978 19 -1/8° 28 -1/2° 30" 37" 42" 48° 53 -1/8° 60" 86° 72° 74° 38 -3/8" 1400 140.0 140.0 1410 140.0 140.0 140.0 140.0 19 -1/8° 28 -1/2° 37" 48" 53 -1/8' 80° 68° 72" 74° 84" 89.8 139.1 76.9 140.0 91.4 1404 140.0 140.0 19 -1/6" 28 -1/2° 30" 37" 42° 48° 53 -1/8" 80" 88" 72" 74" 44.3 88.5 50.2 1014 58.2 116.4 109.3 140.0 109.9 140.0 124.6 140.0 140.0 140.0 140.0 140.0 50,2 100.4 882 113.9 66,0 132.0 123.8 1400 31.9 63.9 36.2 72.6 42.0 84.0 78.9 140.0 97.1 140.0 110.1 140.0 1278 140.0 140.0 148.0 44.3 88.7 513 100.6 58.3 - 709.5 140.0 28.2 58.4 32.0 84.0 37.1 742 69.7 139.3 717 140.0 68.2 140.0 103.4 140.0 140.0 140.0 36.0 71.9 40.8 814 47.3 868 140.0 22.9 418 25.9 51.9 30.1 60.1 56.5 113.0 693 138.7 78.8 140.0 91.1 140.0 140.0 1400 31.7 83.3 352 71.8 41.8 -.. 782 1400 20.2 403 22.9 45.7 28.5 53.0 49.8 98.5 60.7 121.3 818 137.6 79.7 140.0 140.0 140.0 27.7 55.4 31.4 62.9 36.4 72.0 68.4 136.9 132° - 35.3 20.0 40.0 232 464 438 87.1 548 109.6 62.2 124.3 72.0 140.0 135.3 140.0 210 50.1 28.4 56.8 329 65.8 81.8 1217 - 314 - 36.1 20.9 41.9 39.3 78.7 488 97.1 56.0 110.1 63.8 127.8 119.8 140.0 22.2 44.3 25.1 503 29.1 58.3 54.7 109.5 - 28.2 - 32.0 - 37.1 34.8 817 44.1 882 50.0 100.1 58.0 118.0 108.9 1400 202 40.3 22.9 45. 28.5 53.0 498 998 - 25.7 - 29.1 - 33.7 31.7 63.3 40.4 80.9 45.9 91.7 532 106.3 999 140.0 - 37.0 214 41.9 24.3 46.6 45.6 91.2 - 23.5 - 26.7 - 302 29.0 58.1 393 78.7 44.6 89.2 51.7 103,4 972 140.0 - 36.0 20.4 40.8 23.6 47.3 44.4 88.8 - 22.9 - 25.9 - 30.1 28.2 68.5 19 -1/8' 28 -1/2' 30' 37° 42' 48° 53 -1/8° 80" 68" • 72" 74" 50 -5/8° 115.4 140.0 130.9 14110 140.0 1404 140.0 140.0 19 -1/8° 26 -1/2° 30° 37" 42" 48" 53 -1/8° 60° 88° 72° 74° 96" 60.9 121.7 89.0 138.0 80.0 140.0 140.0 140.0 19 -1/8° 26 -1/2° 30° 37" 42' 48° 53 -1/8° 80° 86" 72" 74° 416 81.2 410 92.0 53.3 106.7 100.2 140.0 833 140.0 945 140.0 109.5 140.0 140.0 140.0 43.9 87.8 498 99.8 577 115.5 1085 140.0 29.3 56.6 312 68.4 36.5 77.0 72.3 141.0 738 140.0 814 140.0 96.7 140.0 140.0 140.0 36.8 77.6 44.0 88.0 514 102.0 95.8 140.0 25.9 51.7 293 58.7 34.0 88.0 619 127.7 59.7 119.3 87.7 1353 78.4 141.0 140.0 1410 31.5 62.9 35.7 71.4 41.4 82.7 77.7 140.0 21.0 41.9 23.8 47.8 27.8 55.1 81.8 103.8 52.6 105.1 69.6 110.2 69.1 1382 129.8 140.0 27.7 55.4 31.4 829 314 72.9 68.4 1382 - 37.0 21.0 412 243 48.8 416 91.2 ALUMINUM TUBE MULLIONS TRULTTE WINDOW & DOOR SOLUTIONS, LLC 8130 N.W. 74TH AVE. MEDLEY, FL 33166 TEL (305) 887 -2646 FAX (305) 883 -1309 484 920 52.1 104.3 80.4 120.9 113.5 140.0 24.3 48.5 275 554 31.9 83.8 59.9 118.8 144° - 323 - .317 21.3 42.5 319 718 415 83.1 47.1 94.2 54.6 9092 102.8 140.0 21.9 43.8 24.8 49.7 28.8 57.6 54.1 108.2 - 212 - 33.1 - 38.4 36.1 72.1 388 738 41.7 63.4 48.4 96.7 908 140.0 - 38.6 22.0 410 25.5 51.0 47.9 958 - 252 - 28.3 - 340 31.9 63,9 33.4 819 37.9 76.9 440 87.9 828 140.0 - 35.3 20.0 40.0 23.2 48.4 43.5 87.1 - 23.5 - 28.7 - 30.9 210 58.1 30.7 613 348 815 40.3 80.8 75.7 140.0 - 32.3 - 38, 21.3 425 39.9 798 - 21.6 - 24.4 - 28.3 218 53.2 298 59.7 338 87.7 39.2 78.4 73.6 140.0 - 31.5 - 35,7 20.7 41.4 388 77.7 - 21.0 - 23.8 - 27.8 26.9 51.8 19 -1/8° 28 -1/2' 30" 37° 42' 48' 53 -1 /8' 80° 68° 72° 74" 63" 92.7 1410 1012 1410 121.9 140.0 140,0 140.0 19 -1/8° 26 -1/2° 30" 37° 42° 48" 53 -1/8" 60° 68" 72' 74" 106" 54.1 1082 61.4 1227 71.1 140.0 1318 140.0 ANCHORS ARCHES To BE 14202600 SEE 260013 412811 8 INSIDE RECTANGULAR SHAPE FOR DEEMS HORIZONTAL SEE CHART FOR CAPACITY MUMS 869 133.9 75.9 140.0 88.0 1404 140.0 1410 39.0 76.1 44.3 86.6 51.3 102.8 96.4 140.0 68.1 118.2 870 134.1 77.7 1404 140,0 140.0 34.5 694 39.1 782 45.3 80.7 85.2 140.0 479 95.9 54.4 106.7 63.0 9284 118.4 140.0 28.0 55.9 31.7 83.4 36.8 73.5 89.0 138.1 472 84.5 47.9 95.8 R 55.5 111.0 104.3 1410 246 49.3 27.9 65.9 32.4 648 60.8 121.7 37.0 73.9 41.9 838 48.8 97.1 912 140.0 21.8 43.1 24.4 489 28.3 56.7 512 108.4 33.4 682 379 717 419 87.8 874 140.0 - 394 221 442 25.6 51.2 411 982 28.8 59.1 315 87.0 38.9 77.7 73.0 140.0 - 34.5 - 39.1 22.7 45.3 428 852 26.9 53.7 30.5 61.0 35.3 70.6 68.4 1327 - 31.4 - 35.6 20.6 41.2 38.7 77.4 0LAZIN0 PRODUCT ( VERTICAL MUWON GLAZING PRODUCT MUWON _ J N �' GLAZING Yi�� PRODUCT '--, L 24.6 493 27.9 55.9 324 64.8 60.8 121.7 - 28.7 - 32.6 - 37.8 35.5 71.0 24.0 472 27.2 54.4 31.6 63.0 59.2 118.4 - 28.0 - 31.7 - 38.8 34.5 694 / �� /' I v e o ,° n �{ 11? sf o 19 -1/8° 26 -1/2" 30° 37° 42' 48° 53 -1/8° 60° 88" 72° 74" 74 -1/4' 78.7 140.0 69.2 140.0 103.4 140.0 140.0 140.0 19 -1/8' 28 -1/2° 30" 37" 42° 48" 53 -1/8° 60" 86" 72° 74° 120" 46.7 97.4 55.2 110.4 84.0 128.0 1202 141.0 J% GLAZING PRODUCT AN �,H „g 2�,- ^` °' GLAZING PRODUCT 56.8 113.6 84.4 128.8 74,6 140.0 140.0 140.0 35.1 70.3 39.8 79.7 46.2 92.4 88.8 140.0 512 100.3 50.9 113.8 65.9 1312 123.9 140.0 31.0 82.1 35.2 70.4 418 81.8 78.8 140.0 40.7 813 48.1 973 515 1082 100.4 940.0 252 50.3 265 57.1 331 88.2 621 124.3 35.8 71.7 418 81.3 47.1 94.2 88.5 140.0 22.2 44.3 25.1 503 28.1 58.3 54.7 was W7 Yt2 31.4 827 358 71.1 41.2 82.4 77.4 140.0 - 36.8 220 44.0 285 51.0 47.8 85.8 28.3 68.7 321 84.3 37.2 74.5 88.9 139.9 MULLION SPAM - 35.1 - 398 230 46.1 43.3 86.8 25.1 802 28.4 58,9 33.0 85.9 81.9 1239 - - 31.0 28.2 - - 35.2 32,0 20.4 - 40.8 37.1 38.3 34.6 76.8 69.7 o = 22.8 45.8 25.9 51.7 30.0 59.9 58.3 1128 TYPICAL MULLION ARRANGEMENT$ mo93 3 o A '''S8817: $4 Z-- m 202 418 217 47.4 27.5 54.9 51.6 1112 - 019 - 283 - 340 31.9 8.19 20.3 40.7 231 411 28.7 53.5 50.2 100.4 - 262 - 265 - 311 31.1 62.1 WIDTH = W1 + W2 ° ° ° " (w) 2 .--, 8 P r--, • , 0 1 k b r-- i; I OT NE; eng..'JAVAD AHEAD PIA PERL7os9z CAN. 3938 • • , . tio‘ �� PRODUCT REVISED as complying with Dto I11DTIIt9 Building Code AaoptBnoa No " Y ' A 9500 o PI P;C' P1�0 "�aP`04U 4,0 %∎ w ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR g M95906A SPANS ALLOWED) ANCHORS (sheet 3 of 6 1° MIN. EDGE DIST, 1/4" DIA. TAPCONS BY 11W' 1 -1/4° MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WI �r WI= fl 1 -3/4" IN, 28Y WOOD BUCK OR WOOD STRUCTURE FLOATING CUP 1/4° DIA. TAPCONS BY '114' 1 -1/4° MIN. EMBED INTO CONUlttlt OR BLOCK 2 PER CLIP (1 ON EACH WING) 1/4° 014 TAPCONS BY 'ITW' 1 -1/4° MIN. WOOD PENETRATON 1 PER ANGL•. rG�� I,i /Odd roar 18Y WOOD BUCK FLOATING CLIP ANCHORS TYPE 'A2' 2 2 2% 1/8" ALUM ANGLE 14 SMS 2 ANGLE 1 -3/4° 0.0. MIN. 1/4° DID. TAPCONS BY 'IRY 1 -1/4" MIN. EMBED INTO CONCRETE O 1 P �� —M ji N,s •� ■r II II I 14 SMS 2 PER ANGLE 1 -3/4° O.C. MIN. 2 2 2 x 143° ALUM ANGLE 1° MIN, 1° MIN. EDGEDIST. ��I =1 'non 1/4° DA. TAPCONS BY 11W 1 -1/4° MIN. WOOD PENETRAT1ON 4 PER CUP (2 ON EACH '� i_f- 28Y W00D BUCK OR D STRUCTURE 1 -3/4° MIN. EDGE DIST. eMIN: 3" ° MIN. FLOATING CUP 1/4° DIA TAPCONS BY 'IIYP 1 -1/4° MIN. WOOD PENETRATION 2 PER AN 2 PER ANGLE 1 -3/4° 0.C. MIN. FOR 3° TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES 1/4° DA. TAPCONS 8Y TN( 1/4° DA. TAPCONS BY 'IRY' 1 -1/4° MIN. EMBED 1 -1/4" MIN. EMBED INTO CONCRETE OR BLOCK INTO CONCRETE OR BLOCK 4 PER CLIP (2 ON EACH WINO) 2 PER ANGLE ma dry r�T IBY WOOD BUCK ALL CLIPS TO FIT SNUG INTO TUBE MULUOMS. TAPCONS MAY BE HEX OR FIAT HEAD. FLOATING CUP 14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3° TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' Eng);,TAVAD NIMAO'•. CMI .FLA. PE 9 70592 CA.N. 3638 - 1 8" ALUM AN 2 x 2 2 °a • • 2 X 2 K 1/8" ALUM ANGLE PRODUCT REVISED as eomphyif2 with the MRS BuP4ing Code ACC548110e No Expiration Rate • - X.., E h i ir Cq 0 043 ppS � Onao Irfigl g 8 — §.c co • RENOZ�rca E ALUMINUM TU 0 u itv 1 24 2 x 2, a 8 In. IA 2 drawing no. M95 -06A sheet 4 of 6 1/4" DA. TAPCONS BY 'IPM 1/4" DUL TAPCONS BY 'nw" 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 -3/4° MIN. 2 PER CUP (1 ON EACH WING 1 PER ANGLE 1/4° DIA TAPCONS BY aye 1/4° DA. TAPCONS BY 'mg' 1 -3/4" 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS MIN. 4 PER CLIP (2 ON EACH WING 2 PER ANG , ' ft � n g 0 EDGE DIST. EDGE DIST. 11 3" / 7 Ai A Ail A All A AI /A A A ..: --mgr ....- \: ., ---i r-.:- — — ..:71.1f -If- ■r. Ar FLOATING CLIP 44 ; 1 I ) #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. I I 0 LI 2X2X18° ALUM ANGLE FLOATING CLIP l ) #14 SMS 2 PER ANGLE 1 -3/4° 0.C. MIN. FOR 3° TUBE LI U 2 X2 I/8° ALUM ANGLE ANCHORS TYPE 'AA2' 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'M4' 1 -3/4" MIN. 1/4° DA. TAPCONS BY 'ow' 1/4" DIA TAPCONS BY BY 1 -1/4" MIN. EMBED INTO CONCRETE 1 -1/4" MIN. EMBED INTO CONCRETE 2 PER CUP (1 ON EACH WING 1 PER ANG - 1/4° DA. TAPCONS BY 'ITYY 1 -1 /4° MN. EMBED INTO CONCRETE 1 MIN. 4 PER CUP (2 ON EACH WING; GE DST. 3° 1/4" DA. TAPCONS BY 71W' 1 -1/4° MN, EMBED NTO CONCRETE 2 PER ANC EDGE DIST. o C '11111 8 L.. i I1 II FLOATING CLIP 1 i 1 #14 SMS 2 PER ANGLE 1 -3/4" D.C. MIN. 1.1 LI 2 X2 1!8° ALUM ANaE FLOATING CLIP ( #14 SW 2 PER ANGLE 1 -3/4" 0.C. MIN. FOR 3° TUBE U U 2X2x 1 8° ALUM ANGLE ANCHORS TYPE 'AAA2' 2 -3/4° 0.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'MA4' bi g o t 4 9 g c Fi 1. ii ° g r, I ^^ 1 4 t tngr. .AYAO NOW OWL FLA. PE 0 70892 • CA.N.38 PRODUCT REVISED as complying With dm Florida Building Coda A inDr Fl il�i0 4. MI .... / ado 1 , ALL CUPS TO FR SNUG INTO TUBE MUUJONS. TAPCONS MAY BE HEX OR FIAT HEAD. ,y 1 10\ gExpin»> `drOwing9 no. M95 -06A (sheet 5 of 6 ) METAL STRUCTURES (STEEL OR ALUM. STEEL : Fy ALUM NUM : 6063 ( 9/B° MIN. THICK) 38 KSI MIN. -15 MIN. 0— 14 SMS PER ON Ii OR 1/4" TEKS CLIP EACH WINO) 1i #14 SMS OR 1 PER ANGLE ;! 7 4 TENS / " (STEEL OR STRUCTURES STEEL : Fy ALU. NUM : it S 8" MIN. ='36 KSI MIN. 6063 -15 MIN. THICK) II I� 14 SMS OR 1 Q4 1/4" TEKS (2 ON EACH WING) •0 li 21 ANGLE 2 �II 1/4" TEKS ' o 0 _ -- -- - -- _— ... NIP 1111111 HP FLOATING CLIP I 2 PER #14 SMS ANGLE 1 ALUM2ANGLE PLEATING CLIP i 2 PA14 SME 1 -3/4" O.C. MIN. 2- 3/4"0.0. MIN. FOR ALL OTHER TUBES II I i O I 1 ALOM2ANGL�B" -3/4" O.C. MW. ANCHORS TYPE 'B2' 3 SCREWS PER ANGLE ANCHORS TYPE 'B4' -____) ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. #14 SMS It 1 -1/2" 2 PER CHANNEL (1X2 & 1X3 3 PER CHANNEL 1X4 & 2X4 4 PER CHANNEL (2X6 O.C. MIN. TUBES TUBES TUBE !MILLION 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION 1 1 1 ! I 1 I 1 � 1 1 I X14 SMS PER CLIP PER CLIP TUBE MULLION I gill z 1 OF CAULK CUP ANGLE JOINT AFTER ASSEMBLY ACCESS 2 HOLE 3 ® (102 (1X4 4 PER 1 -1/2" 0.C. MIN. & 1X3 TUBES &2X4 TUBES CLIP (2X8 TUBE 1 I I I THIS SCREW CAN EITHER Nwp . ■ i a) '4' ' BE I 1 I I 1 1 1 d10 'L FH SMS PER CLIP I . '1 1 %� I I .- t _ •u m 1'7 '� 6 .,I4` t DIRECTION W 1° O.C. MIN. 1 En a JAVA) MEAD , CAL PIA. PE d 70582 CAN. -3536 ( .' MON., 49 T�� P PRODUCTRRVISED as plying with tho Flathia Acceptance cDBuilding � A Expiration Dato /P /_,,4' /Jnji py 1 /,.i� _-- , ,,,,•ep tor. if 1 -3/4" X 2° X 1/8° (FOR 2BY TUB 3/4" X 2" X 1/e° FOR A(C1BY TUBO CUT TO FR SNUG INSIDE TUBE • ANCHOR DETAIL #%1 drawing no. M95 -06A METAL 1D METAL CONNECTION sheet 6 of 6 ct. 3058995528 » w oe SPECIAL SERVICES CUSTOMER INVOICE Store 6322 N MIAMI/BISCAYNE 12065 BISCAYNE BLVD MAW, FL 33181 Phone: (305)981-2959 Salesperson: 341675 Reviewer: Nwii� SCHAFER MARCENE • Herne Phan* (305) 75e-2837 H Addr"° 381 NE 98TH ST w'PrkFhwe (305) 336-9443 d COMParY Nana cri ca, MIAMI SHORES 42b DasalPii'm 0 WED - DOOR RESELECTION • FL zip 33138-2409 °Pim,' MIAMI-DADE Page 1 of 5 NO. 6322-199931 REPRINT 2012-07-26 1727 MERCHANDISE AND SERVICE SUMMARY We reserve the right to !Widths quantities of merchanclbe sold to customers REF # 101 STOCK MERCHANDISE TO BE DELIVERED: R03 R04 XIME115,7 927-295 21.00 LF 11/16°X2-114° PINE WM327 CASING 526-910 21.00 $1.08 $22.68 5/8"X1-518" PFJ WM176 BRICK MLDNG 155-400 3.00 EA 1X6-8FT PT WEATHERSHIELD R07 626-767 2.00 EA MD 3-112"X3/4"X361 THLD-OAK S/0 - MDSE TO BE DELIVERED: WO 50201 80202 685-683 $1.05 $22.05 REF # S02 1.00 EA 865-883 2.00 EA ;17-112012k#::::.*:taiginatIMilist!!!!! LANGFORD, LANGFORD 5/0 JW EXT CUSTOM 314 iv langford prehung, handing c, 9" jamb will chrome hinges, impact class - Quote 6322- i , e 'Fr'eP LANGFORD SIDELI 1 LANGFORD 13 1/2 x 793/4, iv langford sid primed Iamb, Quote 6322-17 k -41 DEUVERY INFORMATION: DELIVERY DATE INS INSTALLER WILL DELIVER MDSE TO: sirN Check your current order status online at tvervo.myhdorder.00m cJ 0 Page 1 of 5 No. 6322-199931 - 'Canna W9Ma 'unit 31 112 X 79 , double bore, dull $10.67 614.91 $21.34 DATE: 08115/2012 P.O. #22580597 $1,737.61 31,737.61 JW EXT CUSTOM ST unit glass, 9" jamb with 69/18 threshold, Ivl $874.77 L SCHEDULE LLATION #I01 AT TIME OF INSTALLATION. Customer Copy $1,749.54 t..•2 fgRR 1 q. SPECIAL SERVICES CUSTOMER INVOICE - Continued 3058995528 » w w 1•- • • Last Name: SCHAFER Page 2 of 5 No. 6322-199931 NOTE: UPON RECEIPT OF ALL 510 MERCHANDISE - INSTALLER WILL CALL CUSTOMER TO SCHEDULE INSTALL DATE. i ha i111, .. . REF # 101 ESTIMATED INSTALL BEGIN DATE: 07118/2012 ESTIMATED INSTALL END DATE: 0011712012 MERCHANDISE TO BE INSTALLED: `i °r"*W'llib!?;: 21.00 ' 11F:::::::ffti:i::;;61!iiaill:Wil:rr;,:g;::;AP° LF s,_.. :',0-':'5' oiloi'iii-Iiiill itilig, 11/16°X2-1/4" PINE WM327 CASING . R03 927-295 R04 526-910 21.00 LF 518°X1-518" PFJ WM176 BRICK MLDNG R05 155-400 3.00 EA 1X6-BFT PT WEATHERSHIELD R07 626-767 2.00 EA MD 3-1/2"X3/4"X36" THLD-OAK S0201 665-583 1.00 EA LANGFORD SIO JW EXT CUSTOM ST 21-28D S0202 665-683 2.00 EA LANGFORD SIDELITES S/0 JW EXT CUSTOM ST BASIC INSTALLATION LABOR: VralV::'.W.;115*IiirNiiir- -PiliiiAilliti01-1; it --ItMeg1 iTiarrir:::'-';;i1rKhRiVr.;Aiii - - ai!;4- '' kqjg. Ii4.1 -.9i g;,', `1145,11-MMEMMPU7i1.-411 $470.00 $470.00 523-672 EXTERIOR DOOR FL-NAT/PRE-HUNG DOOR UP TO 72X96 1.00 EA N OPTIONAL LABOR SELECTED INCLUDES: 7ii. Vaii.,,,1:., 1 ' ftIMPARRI MilliPg1;111144.FOMPVI' '''' :i.$.-• ei:7111-il.: ' -1111111Atigig-iMillnittlIV!" N $15.00 $15.00 HAUL AWAY OF EXISTING DOOR (PER DOOR OPENING)/ 1.00 EA 24 UPCI-IARGE FOR IMPACT OR INSULATED GLASS OVER 36" UP TO 72" WIDE X 96" HIGH/ 1.00 EA N 160.00 150.00 2. ::-',.= MARCENE SCHAFER INSTALL LABOR CHARGE: 645.00 .4.2,7173.--i:::Ifti-Ti-.:- ADDRESS: 381 NE 98Th ST TRIP CHARGE: 0.00 CITY: MIAMI SHORES STATE: FL ZIP: 33138 CREDIT FOR DEPOSIT/MEASURE: 0.00 - ,1 ,I, - 'V : ' -; . I Er, - I INSTALL TOTAL DUE: IIIIIIMIIIIE PHONE: 305 758-2837 ALTERNATE PHONE: 305 336-9443 cJ 14. Page 2 of 5 No. 6322-199931 Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: SCHAFER Page 3 of 5 No. 6322 - 199931 REF #101 INSTALLER SPECIAL INSTRUCTIONS: customer will be " PRE-INSTALLATION JOBSITE INSPECTION • DELIVERY WITHIN 30 MILE RADIUS OF STORE • REMOVAL OF EXISTING DOOR UNIT • INSTALL NEW SLAB OR PRE -HUNG EXTERIOR DOOR UNIT • INSTALLER TO PROVIDE NECESSARY FASTENERS, SHIMS AND CAULKING * INSTALL NEW OR EXISTING LOCKSET AND KICK PLATE(IF APPLICABLE) ON NEW DOOR (CUSTOMER PROVIDES) ADJUST DOOR TO ENSURE PROPER OPERATION • DRILL HOLE IN JAMB FOR ALARM WIRING IN SAME LOCATION AS EXISTING DOOR • INSTALL NEW INTERIOR CASING AND EXTERIOR TRIMIBRICKMOLD reusin lockset currentl on existin • door BASIC INSTALLATION LABOR INCLUDES: OF THE NEW DOOR WHEN THE CASINGITRIM IS THE SAME SIZE OR WIDER (CUSTOMER PROVIDES) • INCLUDE NON - COLORED STUCCO PATCH TO REPAIR MINOR CHIPS AND CRACKS RESULTING FROM REMOVAL OF DOOR (FOR LARGER STUCCO REPAIR, SEE OPTIONS) " PRE -HUNG DOOR UP TO 72X96 INCLUDES DOUBLE DOORS AND DOORS WITH SIDELIGHTS • FINAL CLEAN UP OF ALL DEBRIS RELATED TO INSTALLATION • FINAL INSPECTION WITH CUSTOMER INCLUDING INSTRUCTIONS ON CARE AND/OR TEST UNIT TO ENSURE PROPER OPERATION INSTALL DOORS OVER 72X96 UNLESS STATED ABOVE THIS INSTALLATION DOES NOT INCLUDE: INSTALL FIXED RECTANGULAR TRANSOM LITES NOT PART OF PRE- HUNGDOOR UNIT INSTALL MORTISE LOCKS ON WOOD DOORS (CUSTOMER PROVIDES) DISCONNECT AND RECONNECT OF SECURITY SYSTEMSNVIRING STRUCTURAL MODIFICATIONS MUST BE APPROVED BY REGIONAL SERVICES MANAGER OR INSTALL MERCHANT ELECTRICAL WORK INSTALL FIXED ARCH TRANSOM LITE IN EXISTING OPENING REPAIR CARPENTRY TO EXISTING OPENING PLASTER, DRYWALL OR SIDING WORK STUCCO PATCH GREATER THAN 4•, PAINT AND STAINING INSTALL ALL AMERICAN DOORS IF YOU HAVE AN ALARM SYSTEM, YOU MUST HAVE IT DISOONNECTED BEFORE THE INSTALLATION BEGINS. ALSO, IT WILL NOT BE RECONNECTED AS PART OF THIS INSTALLATION. • ELECTRICITY MUST BE ACCESSIBLE TO THE WORK AREA 1 1 M Y IftNUISY -UUl MPILi I-ALLA1PUN • THE INSTALLER WILL BROOM CLEAN THE IMMEDIATE WORK AREA BEFORE COMPLETING THE INSTALLATION. AIRBORNE DUSTIN OTHER SPECIAL NOTES: • ADDITIONAL CHARGES AT THE JOBSITE MAY BE NECESSARY TO COMPLETE THE JOB AND/OR BRING THE INSTALL INTO COMPLIANCE WITH LOCAL AND/OR STATE CODES • IF UNFORESEEN LABOR IS NEEDED TO REPAIR DAMAGE FROM WATER, TERMITES, ECEC. Mk:XL OR PLUMBING PI' OBLI HEI iE IS-AN I D CHARGE WHICH MAY NOT BE AVAILABLE FROM HOME DEPOT SO THE CUSTOMER MUST HIRE THEIR OWN CONTRACTOR TO MAKE THE REPAIRS. . r t+' rte. b k. u,A�wAr> Page 3 of 5 No 6322- 199931 Customer Copy 3058995528 » SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Narne: SCHAFER Page 4 of 5 No. 6322 - 199931 REF #101 PARTS OF THE HOME IS A NATURAL OCCURRENCE AND IS THE RESPONSIBILITY OF THE CUSTOMER. AN ADULT OVER 18 YEARS OF AGE WITH THE AUTHORITY TO MAKE DECISIONS ABOUT YOUR INSTALLATION MUST BE PRESENT DURING THE INSPECTION (WHEN APPLICABLE), DELIVERY AND INSTALLATION ` ALL BREAKABLES AND/OR VALUABLE OBJECTS MUST BE REMOVED PROM THE WORK AREA PRIOR TO INSTALLATION CHILDREN AND PETS MUST BE KEPT AWAY FROM THE WORK AREA CANCELLING APPOINTMENTS WITH INSTALLERS OR MISSING SCHEDULED APPOINTMENTS MAY LEAD TO ADDITIONAL CHARGES • REFER TO PRODUCT MANUAL FOR SPECIFIC WARRANTY AND MAINTENANCE INFORMATION. * THE INSTALLER MAY DECLINE TO INSTALL THE JOB IF IN THEIR PROFESSIONAL OPINION IT SEEMS UNSAFE, IN VIOLATION OF STATE OR LOCAL CODES OR CANNOT BE PERFORMED TO INDUSTRY STANDARDS I. ;aln.ar =�4 .•€a.«z�-�. .ICI ESTIMATED INSTALL BEGIN DATE: 07/18/2012 ESTIMATED INSTALL END DATE: 08/17/2012 BASIC INSTALLATION LABOR: 114-442 (BUILDING MATERIALS PERMIT FEE -NAT/ OPTIONAL LABOR SELECTED INCLUDES: _ _ .. ...... _., r�r .:::.,c -o: -: - e•-. -: rtr.: is =� - a -- _ __ E _ �,P,r`-. =se: :: ::21:1: X4:1: s°. -��a' _:t -: •ate -:: :::: :: �E'i 1........ ....c_ . �. t..a. ; .. a7a °t � l�'_ : gc x 'f:�e PERMIT AND ADMINISTRATIVE FEE (QTY X $1.00)/ Not _- - MARCENE SCHAFER ADDRESS: 381 NE 88TH ST CITY: MIAMI SHORES STATE: FL ZIP: 33138 COUNTY: MIAMI -DADE SALES TAX RATE: 7.000 TAX: Merchandise - N LABOR - N PHONE: (30x1758 -2837 ALTERNATE PHONE: (305) 336 -9443 INSTALLER SPECIAL INSTRUCTIONS: fl # 15469 for door fI #14704 for the sidelites 500.00 Iii EA N Mitintitzge LS:I 80.01 $1.00 INSTALL LABOR CHARGE: TRIP CHARGE: CREDIT FOR DEPOSIT/MEASURE: INSTALL TOTAL DUE: $0.00 $500.00 $500.00 80.00 50.00 $500.00 • ALL FEES ASSOCIATED WITH OBTAINING PERMIT ( UNICIPALIY ICIRO, It. HMOSALL IILUI LAIJVti OR INSTALLER, IF DEUVERED TO INSTALLER THE INSTALLER WILL Page 4 of 5 No. 6322- 199931 Customer Copy 3058995528 » w w SPECIAL SERVICES CUSTOMER INVOICE - Continued Last Name: SCHAFER Page 5 of 5 NO. 6322-199931 REF #108 FEES, ENGINEERING, WIND LOAD CALCULATIONS, RECORDING, POSTAGE AND ADMINISTRATIVE). • DELIVER COMPLETED PERMIT PACKAGE TO PROPER MUNICIPALITY, PICK UP FROM THAT MUNICIPALITY AND DELIVER TO EITHER JOBSITE ARRIVE AT JOBSITE ON DAY OF INSTALL AND LEAVE WITH CUSTOMER. • CUSTOMER IS RESPONSIBLE FOR PAYMENT OF THE PERMIT. ONCE THE PERMIT IS PAID FOR, WORK ON THE PERMIT ASSEMBLY BEGINS IMMEDIATELY. CANCELLATIONS WITHIN 72 I.1 S. WILL BE REFUNDED SPECIAL NOTES: IN FULL NO REFUNDS ON PERMIT FEES AFTER 721-IRS. OF PAYMENT_ r ai TOTAL CHARGES OF ALL MERCHANDISE & SERVICES '':=- 2t,'�;:a-:,F. t: •t.. FS.bC'i - 'lIG,R- . ... _.. ...:. ORDER TOTAL SALES TAX $4 663.13 S0.0© TOTAL $4, 663.13 LAN E DUE ^;'s'$'xcx. -3 : ? =',P ila:i:i -r -•' : .... a°c�''%t..3E t t E E :.��w,.= �_ .,,c..:?: ,�::.'a.:_r.:: s�1:�E :...r• .'��'- �+nu.�!li� -.� ��c.i. -.fix: , . _ ..... I.:. ' t3+ re) cJ '[9 N r• Page 5 of 5 No. 6322- 199931 tv Customer Copy