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WS-06-2360
V � 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/0712006 Permit Type: Windows/Shutters Inspector. Grande, Claudio Inspection Type: Final Owner: VAGHEFI, .TUREEN AND LARA Work Classification: Window /Door Replacement Job Address: 1491 102 Street NE Miami Shores Village, FL 33138- Phone Number (305)458 -5296 Parcel Number 1132050350010 Project: <NONE> Block: Lot: Contractor: HOUSE OF WINDOWS INC Phone: 305 - 887 -8767 Building Department Comments Monday, February 6, 2006 Page 2 of 2 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, February 6, 2006 Page 2 of 2 G BUILDING PERMIT Al FBC 2001 Miami Sho es Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: ( 6.8972 CATION Permit No. V y -0b "2z Permit N Permit Type (circle): uildin Electrical I Plumbing Mechanical Roofing' Owner's Name (Fee Simple Titleholder) qV- /3P'! -A1 111jCo j&E Phone # V0 I' �(f"? Owner's Address M7, s City StateL Zip Tenmt/Lessee Name Phone #. Job Address (where the wo k is being done) 0 1 S l Q2-�� ![�} N/Yl 4'Libi , City Miami Sho s Village County Miami -Dade Zip :2 ��u 21 Is Building Historically Designated YES 1140 Contractor's Company Name � � Contractor's Address _ � 6 E 5f (,� � n �� Phone # �`� 7 S"7& & / City Cy: ka }-1 State Zip Qualifier I State Certificate or Regi on No. I straii Z Certificate ate of Competency No. S 50 " Architect/Engineer's Name (if applicable) Phone # II, $ Value of Work For this Permit_ Ze" Square Footage Of Work: Type of Work: FlAddioon ❑Alteration ❑New Repair/Replace ❑ Demolition Describe Work: Al hWA) 0L , Submittal Fee 5 Permit Fee $ 27 -70 Or�f -- CCF $ (6. C) CD -CO /CC Notary $ Training/Education Fee $_ 2' Technology Fee $ C, . -1 S Scanning $ �: � Radon $ �ning'I', Bond $ Code Enforcement $ Structural Plan Review. $ 01 Total Fee Now Due $- 1 (Continued on opposite side) L •" a Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable] :Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..,.. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic' rs seven (7)' days after the building permit is issued In the absence of such posted notice, the inspection will not b proved and a einspection fee will be charged. The for going ips day of who is personally NOTARY PUBLI Sign: Signature er or Agent Contractor went was acknowledged before me this The foregoing instrument was. acknowledged before me this 20 &, by e4w !yima& P/ , day of "I; Z 20 &1:5by own me or who has produced w o is personally known to m r who has produced take an oath. NOTARY PUBLIC: Sign: M take an oath. Print: Fmnc= imgwn Vila Print: v FCe MY comnnswon DD23M3 MY ComrresWn DD23 1 °f s October 28 200I My Commission Expires: `� �% � R 'Expires October 28 200 y Commission Expires: /0 ? -1 e 7 APPLICATION APPROVED BY: Cho 05/13/03 IN Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT. A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. w –23Cc TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. OR OE: 24016 Ps 26686 QPS RECORDED 12/06/2005 09:59:33 HARVEY RUVINP CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE 1. Legal description of property and street/address: / "/ A✓� /y Z q 97 A&f45.L_/ -C44 3. Owner(s) name and address: S7 />arg— ► I VA GLte_ /__ / •11 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 'Z' 4 of 1 � � �/ t'� f- � X 491 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and 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, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Ecpiration to of this N tice of Commencement: (the expiration date is 1 year from the date of recording unless a different to is specie Signa n Print ner' ame � 4 ��'�' Fff�L' Prepared by Sworn to and subscrib afore Miathis 4- day of � C.- , 2012r y� Franowo Joaquin We Agdress: :� • W comnmwion DD23o8i Expires Oct . .. Notary Public _ ..� � fT is �7 �Y� Print Notary's Na J ! My commission xpires: 123A1 -62 PAGE 4 8102 � �F C � • ' MY Camnn&Wn DD230Bf3 or P/ EXPWW October 28 2007 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 2/1/2006 Expires: 01/30/2007 Permit Number: WS -1-06 -236 Owner's Name: JUREEN AND LARA VAGHEFI one: (305)458 -5296 Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 1491 102 Street t4E Miami Shores Village, FL Contractor(s) Phone Primary Contractor HOUSE OF WINDOWS INC 305 - 887 -8767 Yes Comments: REPLACING WINDOWS AND DOORS Additional Information Type of Work: WINDOWS AND DOOR No of Openings: 17 Additional Info: Classification: Residential in consiaeration oT the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $6.00 Education Surcharge $2.00 Permit Fee $270.00 Scanning Fee $12.00 Technology Fee $6.75 Total: $296.75 Building Department File Copy Applicant Signature Parcel #: 1132050350010 Block: Lot Section: PB: Total Square Feet 381 Total Valuation: $ 10,000.00 Window Door Attachment Shutter Attachment Final Shutters Final 75 Total: FEB 01 PAID C_ C_ NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. e 4, MIAMI BUIMING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIMON NOTICE OF ACCEPTANCE (NOA) PGT Iodusbrlm P.O. Boa 1529 j( Nokomis, FL 34274 MIAB&DADE COUNTY, FL.ORWA MSTRO- DADBFL.AGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1663 MIAM% FLORIDA 33130 -1563 (305) 375 -2901 FAX (905) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Mom Dade County Product Control Division and accepted by true Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (MU): Tbis NOA shall not be valid after the expiration date stated below. The Nami Dade County Product Control' • • Division (In bliami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve, 4he right a? • • have this product or material tested for quality assurance purposes. If this product or material fu&4o perforgt%.:. the accepted manner, the manufacturer will incur the expense of such testing and the AM m" iffimedialSly revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA MW VW the right • to revoke this • acceptance, if it is deter by Miami Dade County Product Control Division tbq rth�soduct,� • : material fails to mod the requirements of the applicable building code. .. •••••• •••• . This product is approved as described herein, and has been designed to comply with the Florid Biai&US Code, e • • •' including the IBgh Velocity Hurricane Zone. :00:0: • N: • DESOUPnO rx Std. Ws�m -Alm ft= Tribe pipped Mullions ` ' • • • • • • APPROVAL DOCUMENT: Drawing No. 6620.1, titled " 1" STD. Wall Mullion Arrangement &. • • • • through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/26/04, with revision "A" on 513!04, • : bearing the Miami ;Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the 11fiand Dad County Product Control Division. MISSILE IMPACT RATING: Large and Smash wome Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami Dade County Product Control Approved ", unless othemse noted bersin. RENEWAL of this NOA shall be considered after a renewal application has be= filed and there has been no change in the applicable building code negatively affecting the pez%rmance 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 tills 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 wraimition and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words MiamiDade 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 dare 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 Buftding Official. This NOA revises NOA 0 02- 0701.05 and, consists of this page 1 and evidence pages B-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOe. No 04iM28.04 Exptratlon Date: Jane TS,'?D06 6 / Approval Date: July 08i Pap 1 04- 0528.04. max • • CD .A 0 cn N A 3 Q PRODUCT PROM= N � Nf+N2 (� WINDOWS MLtLLED T�ETNER FOR DETERIMAIG MAX ALLOWABLE DESNCN PRESSURE SEE TABLES ON PACE 5 OF 5 MAX OPENING = W OR W1+W2 NULL LENGTH = H e ni �e�mc� Z H N - H►+02 fW DETERMINING W ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5OF5 MAX OPENING = H OR H1 +112 MULL LENGTH = W .4tRiE� ?.FOR ANCHORAGE TYPE QUANTITY AND LOCATION R£iER TO SHEETS Z 3 AND 5 2. WNDOWS MAY BE MULLED MGETHER. TO A MAX. OF 7 UNITS J. MULLIONS ARE APPROVED FOR IMPACT & NON — IMPACT 4.REFER£NC£ TEST REPORT FTL -2902, 2903 AND 2975 a N s Nf+f= H i fM+ift Cpl wrotD +� + D FOR DENERWONG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M1) MAX OPENING = H OR H1+H2 MULL LENGTH = W OR W14-W? M2) MAX OPENING = W OR WI +W2 MULL LENGTH = H1 r Raw N N► +12+0 H - Hf+w JWULTNPL£ WINDOWS btULLED W/ONE ABQV£ FOR D£TERMIANNG MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR Hl +H2 MULL LENGTH = W OR W1+W2 +W3 M4) MAX OPENING = W I +W2 OR W2 +W3 MULL LENGTH - HI =Iab tafr ONLY P.J.A. lain • see I " STD Robert L Clark. P.E. PH 09792 wm MOWN. 0Y Aww P.O. BOX is" strartur_aI _ NDR4$ FL 3QW* • KWOM FL JW4 •i i a • � • • ® i• i i ••• • • • • ••• • • WALL MULLION MULLS I NTSI 1-f 5 1 6620 -1 1 A 6 N PD A 3 f--•r oR 4 -.-.1 Par ,. ANRLNxr PAtt is ANAL= I• ANAL - i- T• t-2. OR 4• iAdY. F.IG 1 *= am 2 FA SAM VCM n W _ (SID B ligf JO 1 ux 4-ozi SmFS Aw J m 2� '.1M YIROIIL 4 S110RIM �` --- •(��yp ® /I SJLS llfD/i l ?� (IYP1i S= ryl�iC /I BE aw WaAITT ARL &• LIpm i24W MN WO P.Q7; DRR5 f !• rA/LL >IRALAA " T.' . _ low = am t?OfARY T A?PRWWM Ste• MDR of .AI MU I N)!V TO MULL K1lU INSTA AMW TYPE it` TYRtf.A - t &LON TO sn i cam NTH WOOD BUCK REMOVED EROM CONC TYRE -C: PAT. it VAM i� AAI14 NOT£ J. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCARONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL- TO-CUP IS THE SAME AS THE OMNTITY OF ANCHORS FROM CLIP -TO- OPENING. Z REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AM PRESSURE REDID FOR YOUR SPECIFIC APPLIC4170N. F.A. I.As OPIUM ® O 0 sts > AFFROM /n woosD sC�cw 1188j1 ANer. >i nrnrtNR»rarmr wra SM X= It s' PAT. is �wnilr.�iy j�I • �A•Aers� .04 � ��• " • • w.t LComk.P.H PEW34Ti2 ucll iaw 1 2j Mpl m Li 4 MAL 1-•-2. OR 4'-1 I H 12 m � w�m( re ML iYl NAY rAw ML r�• arioo ® TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS J • • P.J.P. 1-4128100 • • . CLIPS & INSTALL4TION DETAIL • I" STD. WALL MULLION I= TE WMWY WiE P.O. WX 1328 • NOww, n Sax* • moms. A jou MULLS I NTS 2 a 5 1 a-"* X 6620 -2 1 Q •• • • • • . • " i• ;00- ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A 0 N 90 0 A is IAMRTANT. QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ D FOR YOUR SPECIFIC APPUCATtON. MIN. FROM ENDS (TYP) MIN. FRAM END (TYP) .A' Fmzx. 1 ° Mt t //TABS REMOVED ANC} 0R tUCAT/ONS Exrm moa ors / rm G4X TWO (Z ANCHOR { OONs DCtRfJSlON DIr6 / 1088 I 'I I CLIP LENGTH CHART FOR Ix MULL MULL SIZE A' 1 x 2 x 1 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS i Q a x. s ,'s�o+ NOW= 1 x 4 x X04 • • • aro'" •' pJ P. 4/28/00 • • • MULLION CLIP ANCHOR LOCATION °'"'�" • • • • • • • 1 " STD. WALL MULLION Jtpb•it L G7aTic.P.E. I. REFERENCE TEST REPORT FR.- 2902,2903 AND 2975 PEOM2 im reGmper m* PA sox tats 3itrAs Owucrnaea 3ws• • n 34m �euus NTS 3 d 5 6 &20 A J • . ..• • ... . J A O N O A p� X ` 8 (TYP) 1. 3 4 4 (TyP) 8 4 A 2 14 lx STD. WALL MULLS ••• • MAT I: 6063 —T6 ••• • • • ® TO BE USED QNLY WITH PGT INDUSTRIES PRODUCTS FF.K m IRODOL7' y�r°•~ •►PMiin •,,/• • Yoe: • • • 3/a 04 � P.J.P. OmTiQmN 1 4128100 PROFILES fyQTE: • a� 1 " STD. WALL MULLION �°"` ppi1np `° 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 �o.Vnz swuuvd +om �aaacocr F,p.�eax �scs •Norco rt ass°• �+ arms MUG[5 NTS 4 5 6620 -4 A a. ••• • ••• • • • a. Im N m A 1x2x-125 OPEN 140 VVVM IN INCHES 2 50 60. 70 80 90 100 110 120 130 180 ... -...42 129 115 107 104 103 103 103 103 103 103 NertlCal Mull `./ '�$ 83 73 87 .._83 _.....8'!_.. ...81.......81 81 81 _61 70 61 55 52 50 49 49 49 t 48 .....49 • 54 57 49 44 41 39 38 38 38 _ 38 _ 38 80 41 35 31 29 27 28 25 25 25 25 Adi 35 30 27 24 23 22 21 20 20 20 Length ? _ 86 .......zs 23 21 _ 18 18 18 17 17 17 .. . . 76 20 20 17 15 16 ....... ......_ —.... - I--- Offing - 4 Z 18 15 - __ ... _- - - - - - - - - - KUr 84 - ` - _ - - - _ _ - - Horizonbd Mull 1 - - - - - - - - - - Opening - 1x4x125 - -- - OPENING � IN INCHES t4toN ---I _50 70 80 90 100 110 120 130 960 , © _42,x_ 1TQ" 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 Multiple Mulled Unbs 5' 170 170 170 170 170 170 _ 1_70 170 170 170 1T0 - 170 170 1701 182 158 __157 _157 157 157 170 170 157 143 134 127 124 122 122 122 Mu11 170 160 141 128 119 112 108 108 108 108 Length Z 66...170 145 127 115 106 100 98 93 92 92 72 142 120 105 95 87 81 _ 77 74 _. _ 72 ._- 71......... ® 76 120 102 90 81 74 _ �89 65 83 81 59 7$ I 111 94 83 74 68 83 60 57 55 53 84 88 75 85_ 59 53 49 48 44 42 40 Opening & .9fl _.. -72 80 53 47 43 39 37 35 33 31 t a.. 96 59 50 43 38 35 32 30 28 27 24 0$ 41 35 30 27 24...: .........18........18.. 1s ... 111 38 32 28 24 22 20 19 17 18 awmm -_ - "' 1 17 - - A TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS NOTES. • FK. s /J /os omb Iw .evn<Tmu► 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • • •' p•J. P 412,0/00 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, •: : • 'PRESSURE CHARTS lb CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 1.` �' • • �L a.r� I" STD. WALL MULLION J. REFERENCE TEST REPORT FTZ -2902, 2903 AND 2975 Robert } •• va�oK Sta�oal• ff�J6T7J • MMMMOR. JfYf4 MULLS NTS 5 5 6620 A s• • ••o s • • • •:• • • • • • • • • • • MIAMFOADE BUILDING CODE COMM.IANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE i 1070 Technology Drive Nokomis, FL 34275 WUH DARE COUNTY, FLORIDA MUMO -DADB M AGLER BUR DING 140 WFST FLAGLER S'r[iEET, surr8160Ci MIAW FLORIDA 33130 -1-W (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Time documentation submitted has been reviewed by Miand Dade County Product Control Division and accepted by the Hoard of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHI). This NOA shall. not be valid after the expiration date stated. below. The Viand -Dade County Product Control Division (In Mi mi Dade County) and/or the AHI (m areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If dus product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or mawrid! 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 Horlda Building Code; including the High Velocity Hurricane Zone 0000 • • • • • • DESCRIPT ION: Series SGD-70 Alnmimmn Sliding Bless Door- Impact .. • ' • .009. 0 • • APPROVAL DOCUMENT: Drawing No 4406 -1, titled "Alum Sliding Glass Door- impaotO� Iheets 1 t'hrongh 0000.. • 14 of 14, prepared by manufacture, dated 06118/04 with revisions 10/07/04, signed and sealed tMcas A. Ttaner, , ; • • •' P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acc*Mce nuat rid • approval date by the Miami -Dade County Product Control Division. • • • • ..�.. 0000 0000. MISSILE IMPACT RATING: Large and Small Mhaile impact 9 9 *00 0096 0000.. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo. cW M and 0 0 0 0 : 0 following statement: "Miami- -Dade County Product Control Approved", unless othmwise notdl herein. • .0:6 • 0000 0 RENEWAL of this NOA shall be considered after a renewal application has been filed and tli "4 been nn .. 0000 • 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 tacomlply 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. INSPE n0N:'A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above The submitted documentation was reviewed by Herminio F. Gonzalez, PY., Director, BCCO k•�� 1 1 NOA No 040622.07 Eapiraden Date+ November 11, 2009 Approval Date: November 11, 2004 Page 1 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 7/18" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3/18' HEAT STRENGTHENED GLASS WITH AN .090 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORTS FTL -4159 AND FTL•4181. S. 7/18° LAMI CONSISTING OF (2) LITES OF 3/18° HEAT STRENGTHENED GLASS WITH AN .080 SENTRYGLAS PLUS (SGP) INTERLAYER. TEST REPORT FTL -4183. C. 7 /1S' LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLMMEPSAFE MAXIMUM PVB. TEST REPORT FTL4171. D. 7118' LAMI CONSISTING OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS WITH AN .080 PVB INTERLAYER OF DUPONT BUTACITE OR 8AFLEX4(EEPSAFE MAXIMUM PV9. TEST REPORT FTL4171. E.1 111W LAMI I.G. CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS OUTSIDE, 7118' AIRSPACE AND (1) 7118' LAMI GLASS ASSEMBLY INSIDE THE T /18' LAMI COMPONENT IS ITEM C ABOVE. TEST REPORT FTL -4182. F.1 1118' LAMI I.G. CONSISTING OF (1) LITE OF 3/18' TEMPERED GLASS OUTSIDE, 7118' AIR FACE AND (1) 711S' LAMI GLASS ASSEMBLY INSIDE THE 7/18" LAMI COMPONENT IS ITEM D ABOVE. TEST REPORT FTL -4182. A G. 9118" LAMI CONSISTING OF (2) LITES OF 1/4" HEAT STRENGTHENED GLASS WITH AN .080 SENTRYGLAS PLUS (SOP) INTERLAYER. TEST REPORT FTL -4183, CONFIGURATIONS: SEE SHEET 8. DESIGN PRESSURES: (SEE TABLES 1 THROUGH S. SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98 (ASTM E 1300-94 OUTSIDE MIAMI-0ADE COUNTY). 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (ASTM E 1300.84 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY. 4. FOR MIAMI -DADE COUNTY ANCHORAGE REQUIREMENT$ SEE SHEETS 13 AND 14. S. OUTSIDE MIAMI -DADE COUNTY, REFER TO SHEET 14 FOR ANCHORAGE DETAILS AND REFER TO APPLICABLE TEST REPORTS FOR ANCHORAGE SPACING. 8. SHUTTERS ARE NOT REQUIRED. 7. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH SCHNEEKNOREHEAD SEAM SEALER 8. REFERENCE TEST REPORTS: FTL -4159, FTL -4181, FTL -4182, FTL.4188 & FTL -4171. SHEET GENERAL NOTES ............. 1 GLAZING DETAILS..........., 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4-5 CONFIGURATIONS........... 6 as 7 HORIZ. SECTIONS............ 8-9 PARTS LIST ....................... 10 • ....... ANCHORAGE ..................... 13-14 &to • �. • • M• • SHEET GENERAL NOTES ............. 1 GLAZING DETAILS..........., 2 DESIGN PRESSURES....... 3 ELEVATIONS ..................... 4-5 CONFIGURATIONS........... 6 VERT* SECTIONS ............. 7 HORIZ. SECTIONS............ 8-9 PARTS LIST ....................... 10 EXTRUSIONS .................... 11 -12 ANCHORAGE ..................... 13-14 Rim 'z'— e��— '. 10/1 r/o c� flNeRY{ B HOCWWQE711(9SifEER ._. � �..—. _ _ .. -...�— • •• •� ••••,• . •• ' • ALUM. SUD/NQQLASSDOOR, IMPACT rasast ceuvPrPSO.ens�taur • ag_+ • y . " •.iwoearr •m WossAT�mmr,P! BHSA?t • • • • • • at or • • A7 WS 1 + 14 PROM 7/18" NOM. 3118" ANNEALED (OPT. A) OR HEAT STRENGTHENED GLASS (OPT. B) EXTERIOR 46 16 .090 SEN7RYGLAS PLUS KMRLAYER — 3H8" HEAT STRENGTHENED GLASS 39 R 55 591 NOM. INTERIOR GLASS BITE 1 1118" NOM. 3/18" ANNEALED (OPT. E) OR HEAT STRENGTHENED GLASS (OPT. F) 7/18" AIR SPACE .090 PVB INTERLAYER (SEE NOTE) 3/18' TEMPERED GLASS 3/18" HEAT STRENGTHENED GLASS 47 42 RO 51 EXTERIOR GLASS BSITE I. NTERIO 7/16" LAMI GLASS (SGP) `� 11/16' LAMI I.G. GLASS 52 GLAZING OPTIONS A & B GLAZING OPTIONS E & F 7/16" NOM. 3116" ANNEALED (OPT. C) OR HEAT STRENGTHENED GLASS (OPT. D) 46 NOTE: PVB INTERLAYER IS DUPONT BUTACITE OR SAFLEXIIG= EPSAFE MAXIMUM. 9/18" NOM. .OW" PV13 INTERLAYER (SEE NOTE) 090 SENTRYGLAS PLUS 114" HEAT STRENGTHENED GLASS INTERLAYER �- Wr HEAT STRENGTHENED GLASS 114" HEAT STRENGTHENED GLASS ,ROR 41 46 rT 49 .691 NOM. EXTERIOR EXTERIOR GLASS BITE INTERIOR 44�` :: o M • • 7/16" LAMI GLASS (PV6) 52 • • • GLAZING OPTIONS C & Q:: ; • • • • i .. . • WIN errs " A AWG AZnvaaPrlO DESIM4710M lafOrEClawo600rDRNe 0 raw 8 IMOc►taNaen+138 f •+ F2S�7d • lwxf C ADDBNB WO . : • —MOWN v 8H8I01 • • e • • • i wo1b1y Beth Inv %x • .r I 'YAr � T 4 OR�45 9116" LAMI GLASS (SGP) 52 A GLAZING OPTION G 7D F," 2 or 14 1 44064 Lucas A T�Iaia, P.E PEON= Pa ENDED SILL (3112'7, MAX. 96" (8") HIGH DOOR TA15LX 7 CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 80" (69 SS TYPE A. 7118" LAMI (3116" ANN.,.090 SGP, 3118" HS) FTL -4151 m. D Door Height � 7 72" (39 8 80" (68) 8 84" p9 8 80"(7•) W W (o ,2) + +70.0 - -70.0 + +70.0 - -70.0 + +70.0 - -70.0 + +70.0 7 70.0 + +70.0 7 70.0 3°} + +70.0 - -70.0 + +70.0 - -70.0 + +70.0 - -70.0 + +88.8 . .86.8 + +64.8 - -64.8 39 + +62.6 - - 62.6 + +56.7 - -56.7 + +83.9 - - 53.9 + +60.7 - -50.7 + +48.2 - -48.2 4 + +83.2 - - 53.2 + +47.2 . .47.2 + +44.4 - -44.4 + +42.3 • •42.3 + +40.6 - -40.6 4 + +46.2 A A6.2 + +41.3 . .41.3 + +39.4 - -39.4 + +37.1 - -37.1 + +34.8 - -34.6 +41.7 - -41.7 + +37.8 - -37.6 + +35.8 - -35.8 + +33.1 3 33.1 + +30.9 - -30.9 ENDED SILL (31/27, MAX. 98" (89 HIGH DOOR TABLE 9 CONFIGURATIONS WrrH A MAX NOM. PANEL WIDTH OF 80" (69 SS TYPE' B. 7/16" LAW (3/18" HS,.090 SGP, 3/16" HS) FTL -419 m• D Door H�ht ENDED SILL (312'), MAX W" (89 HIGH DOOR. Th SIZES AND CONFIGURATTONS WITH A MAX. NOM. PANEL WIDTH OF 60" SS TYPE G. 9118" LAMI (lW HS,.090 SOP, V4" HS) FTL -4163 +70.0 ENDED SILL (312'7, MAX 120" (10) HIGH DOOR CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF Air (49 SS TYPE A. 7/16" LAMI (3116" ANN.,.O90 SGP, 3M(" HS) EXTENDED SILL (312'7, MAX Mr (8) HIGH DOOR. TAKE ALL CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4) GLASS TYPE C. 71i8" LAMI (3118° ANN.,.090 PVB, 3118" HS) FTL -4171 GLASS TYPE E 1 1118" LAN 1.0 W/ 7/18" LAMI TYPE C. ` FTL -4162 (311(" TEMP., 7118" AIR SPACE, 3/18" ANN.,.090 PVB, 3118" HS) morn. Door Height Pariah Width 7r (8) 80" A 84" (7°) 90" (78) 96" (8°) fdlh S0" A +80.0 -80.0 +80.0 I -80.0 +80.0 1 -80.0 +80.0 1 -80.0 +N.0 -W.0 38^ (39 +78.6 -78.8 +72.7 727 +70.8 70.8 +38.8 -66.8 +84.8 44.8 42" (3 +82.6 -8 +58.7 -88.7 +53.9 33.9 +50.7 -80.7 +48.2 48.2 48" 4 +63.2 -83.2 +47.2 -47.2 +44.4 -44A +42.3 -42.3 +40.6 -40.8 '(TENDED SILL (3112'), MAX. 98" (8) HIGH DOOR. TABLE W. SIZES AND CONFIGURATIONS WITH A MAX NOW PANEL WIDTH OF 48. GLASS TYPED. 7118" LAMI (3M8" HS,.090 PVB, 3118" HS) FTL-4171 +80.0 -60.0 XASS TYPE P. 1 1M8" LAMI LG W/ 7110" LAMI TYPE D. FTL -4162 +80.0 -W.0 (3/18" TEMP.. 7/106" AIR SPACE, 3118" HS,.090 PVB, 3M6" HS) raLUASS ENDED SILL (312'7, MAX 120' (109 HIGH DOOR SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) TYPE B. T118° LAMI (3118" HS,.090 SOP, 3118" HS) FTL 4181 +60.0 4.0 om. Door Haight wm_ 7„ (s9 80" (8) 84" (79 90" (7°) 98" (31) 102" (to 108" A 114" ($g 120° (109 10-2 +80.0 -80.0 +60.0 .60.0 +60.0 -80.0 +60.0 1 .80.0 +80.0 -W.0 +60.0 -60.0 +80.0 -80.0 +60.0 -60.0 +8010 .00.0 ig" (3) +80.0 -80.0 +60.0 -60.0 +60.0 30.0 +60.0 -8Q0 +80.0 -80.0 +800 -80.0 +80.0 -80.0 +58.9 -88.9 +58.2 -582 12" (3) +•80.0 -80.0 +•58.7 -58.7 +53.9 - 53.9 +50.7 - 50.7 +482 ..48.2 +48.3 .3 .6 -44.6 +43.4 -43A +42.1 -42.1 W (4°) +83.2 - 53.2 +47.2 4 7.2 +44.4 -44.4 :Z3 -42r3 +40.8• it3 -*.g +38.0 -38.0 +34.4 X34.4 +33.1 -33.1 NOTES: . • • • • • • 1. STANDARD 2 7/16" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. • • •.ss • 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WI •TH "T='PES C. I:I&JA F (T*E9� 8). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WrrH GLASS TYPES A ORB (TABLES 1. 2, 3 AND 4). • • • • s • • • • �� • • • • a , ALUM. SL dLAS3 DOOR, IMPACT u=,A,?lvw P4- . Vieli fy Better d • • • • • • • • scsn.7a Ft1 3 14 4408-1 C '(TENDED SILL (3112'), MAX. 98" (8) HIGH DOOR. TABLE W. SIZES AND CONFIGURATIONS WITH A MAX NOW PANEL WIDTH OF 48. GLASS TYPED. 7118" LAMI (3M8" HS,.090 PVB, 3118" HS) FTL-4171 +80.0 -60.0 XASS TYPE P. 1 1M8" LAMI LG W/ 7110" LAMI TYPE D. FTL -4162 +80.0 -W.0 (3/18" TEMP.. 7/106" AIR SPACE, 3118" HS,.090 PVB, 3M6" HS) raLUASS ENDED SILL (312'7, MAX 120' (109 HIGH DOOR SIZES AND CONFIGURATIONS WITH A MAX. NOM. PANEL WIDTH OF 48" (4°) TYPE B. T118° LAMI (3118" HS,.090 SOP, 3118" HS) FTL 4181 +60.0 4.0 om. Door Haight wm_ 7„ (s9 80" (8) 84" (79 90" (7°) 98" (31) 102" (to 108" A 114" ($g 120° (109 10-2 +80.0 -80.0 +60.0 .60.0 +60.0 -80.0 +60.0 1 .80.0 +80.0 -W.0 +60.0 -60.0 +80.0 -80.0 +60.0 -60.0 +8010 .00.0 ig" (3) +80.0 -80.0 +60.0 -60.0 +60.0 30.0 +60.0 -8Q0 +80.0 -80.0 +800 -80.0 +80.0 -80.0 +58.9 -88.9 +58.2 -582 12" (3) +•80.0 -80.0 +•58.7 -58.7 +53.9 - 53.9 +50.7 - 50.7 +482 ..48.2 +48.3 .3 .6 -44.6 +43.4 -43A +42.1 -42.1 W (4°) +83.2 - 53.2 +47.2 4 7.2 +44.4 -44.4 :Z3 -42r3 +40.8• it3 -*.g +38.0 -38.0 +34.4 X34.4 +33.1 -33.1 NOTES: . • • • • • • 1. STANDARD 2 7/16" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. • • •.ss • 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WI •TH "T='PES C. I:I&JA F (T*E9� 8). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WrrH GLASS TYPES A ORB (TABLES 1. 2, 3 AND 4). • • • • s • • • • �� • • • • a , ALUM. SL dLAS3 DOOR, IMPACT u=,A,?lvw P4- . Vieli fy Better d • • • • • • • • scsn.7a Ft1 3 14 4408-1 C NOTES: . • • • • • • 1. STANDARD 2 7/16" SILL LIMITS POSITIVE DESIGN PRESSURE TO +40.0 PSF FOR ALL SIZES AND CONFIGURATIONS. NEGATIVE PRESSURES ARE NOT CHANGED. • • •.ss • 2. REINFORCEMENTS NOT REQUIRED IN DOOR PANELS WI •TH "T='PES C. I:I&JA F (T*E9� 8). REINFORCEMENTS ARE REQUIRED IN DOOR PANELS WrrH GLASS TYPES A ORB (TABLES 1. 2, 3 AND 4). • • • • s • • • • �� • • • • a , ALUM. SL dLAS3 DOOR, IMPACT u=,A,?lvw P4- . Vieli fy Better d • • • • • • • • scsn.7a Ft1 3 14 4408-1 C NOTES: 1. SEE SECTIONS ON SHEETS T, 8 AND 9. 2. FOR APPROVED CONFIGURATIONS SEE SHEET 8. 3. FOR ANCHORAGE SEE NOTES 4 AND b, SHEET 1. SEE MAX i .,_ WIDTH TABLE Xp OR Xp Ef �:l SEE MAX WIDTH TABLE XO OR OX A ADD OPPaQ CQnIFiO TO q a m amw im swEr JA Er 1 JE Dr I ID . POCKET G1 Dj 11 ID 39114' POCKET TYP. D[ ID _ SEE MAX. C� SEE MAX i .,_ WIDTH TABLE Xp OR Xp Ef �:l SEE MAX WIDTH TABLE XO OR OX A ADD OPPaQ CQnIFiO TO q a m amw im swEr JA Er WIDTH TABL& • `A • • • s • • • • 131 SEE MAX WIDTH TABLE OXO • t /'H.VIYI• �7LIVIftV Vf.r�VV V • • �'+R7tSOX •rrr•ert • • _ �• • • /bly Setter Mom m Afi$ 4 of 14 AX TYP., 'LS UP DE NOM. 43 ?118' MAX DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH .4 9N8) f1 4408-1 i TABLE 104/4 Ldm A. Tarty PA PE #pm mwhsrkd JE D Dr I ID . C� c c� P POCKET D[ ID _ SEE MAX. C� jr- A�' A 112 3140 MAX. DAYLIGHT 1200 N OPENIM TYP., HEIGHT, FOR PANELS UP FOR PANT / TO 4 FT. WIDE NOM. TO 4 FT. W POCKET <] *] b (DOOR HEIGHT -T 1l4') Br JB Br P I SEE MAX WIDTH TABLE WIDTH TABL& • `A • • • s • • • • 131 SEE MAX WIDTH TABLE OXO • t /'H.VIYI• �7LIVIftV Vf.r�VV V • • �'+R7tSOX •rrr•ert • • _ �• • • /bly Setter Mom m Afi$ 4 of 14 AX TYP., 'LS UP DE NOM. 43 ?118' MAX DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH .4 9N8) f1 4408-1 i TABLE 104/4 Ldm A. Tarty PA PE #pm mwhsrkd JE D Dr I ID . C� c c� P POCKET i •• _ SEE MAX. • • • s • • • • 131 SEE MAX WIDTH TABLE OXO • t /'H.VIYI• �7LIVIftV Vf.r�VV V • • �'+R7tSOX •rrr•ert • • _ �• • • /bly Setter Mom m Afi$ 4 of 14 AX TYP., 'LS UP DE NOM. 43 ?118' MAX DAYLIGHT OPENING, NOM. 4 FT. WIDE PANELS TYP. (NOM. WIDTH .4 9N8) f1 4408-1 i TABLE 104/4 Ldm A. Tarty PA PE #pm mwhsrkd NOTES:1. SEE SECTIONS ON SHEETS 7.8 AND & 2. FOR APPROVED CONFIGURATIONS SEE SHEET 8. 3. FOR ANCHORAGE SEE NOTES 4 AND 5, SHEET 1. A[ IfA Dr ID C iC DAYLIGHT Ej '� E 1 ' I� /� OPENING. TYP., 98' MAX r FOR PANELS WIDER HEIGHT, TYP., THAN 4 FT. UP FOR PANELS WIDER POCKET C0 POCKET �► UB TO 5 FT. WIDE. NOM. TO�Wror. NOM. {DOOR HEIGHT % ID B� Bf JB -7114' 11 391/4' TYP. SEE MAX WIDTH TABLE SEE MAX WIDTH TABLE - pX OR X,p p)=0 OR OXXXp E� a�tea ear — tanw SEE MAX. WIDTH TABLE XO OR OX JA Er 1 .• ai � -�o ar I -fie t+--- SEE MAX WIDTH TABLE ---� 55 7118' MAX DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH .49118') JA Li In TABLE . • e •••WC OR:'J • OXO so • , • • • e • s+s .,w- tom MMOLOGYME EXAMPLE ELEVATIONS. NOM. 5 FT. WIDE ALUM. SLIDING GLASS DOOR lMPAC' • • •�rt7a ii�1� •�' Better s.•wu.e eoe • 1!a 8c,�ao NTS 1 5 + 14 °4.e°'° 4408 -1 MAXWIDTH TABLE NFIG. DIM M n C� /ay LnaeepE ,PA D! ID JE. �'J b POCKET Brr -� ri , . . • Z .... SEE MAX .• ai � -�o ar I -fie t+--- SEE MAX WIDTH TABLE ---� 55 7118' MAX DAYLIGHT OPENING, NOM. 5 FT. WIDE PANELS TYP. (NOM. WIDTH .49118') JA Li In TABLE . • e •••WC OR:'J • OXO so • , • • • e • s+s .,w- tom MMOLOGYME EXAMPLE ELEVATIONS. NOM. 5 FT. WIDE ALUM. SLIDING GLASS DOOR lMPAC' • • •�rt7a ii�1� •�' Better s.•wu.e eoe • 1!a 8c,�ao NTS 1 5 + 14 °4.e°'° 4408 -1 MAXWIDTH TABLE NFIG. DIM M n C� /ay LnaeepE ,PA E ASTRAGAL SIDE RAIL ASTRAGAL. SIDE RAIL • • • �Q t* • s. • ... • sW6M 1 117 1 7 a 14 1 4406 -1 ltroeSF% " M p B a TYP. VERTICAL SECTION SHOWING 014E: ;•; '.� . •:• :•; TYP. VERTICAL SECTION SHOWING AP%"1410 OAAICI ARIn nAlrm �iY =n pA io_• '.' :•�• �� �• TWO ACTIVE PANELS • • • �Q t* • s. • ... • sW6M 1 117 1 7 a 14 1 4406 -1 ltroeSF% " M p B a ' ^ ^ATED AT VERTICAL. TER, 12' FROM TOP AND 2 TOM OF FOCED PANELS ,EQ'D O�-orX (61 SECT. A A FIXED STILE AT JAMB (OUTSIDE) REINFORCEMENTS REQ'D W/ GLASS TYPES A OR 8 ONLY SECT. B-B DOUBLE & SINGLE INTERLOCK 0 or X -{111 SECT. D -D MOVABLE INTERLOCK AT P-HOOK 'INFORCEMENTS REWD WI X188 TYPES A OR B ONLY MOVABLE TO MOVABLE ASTRA@AO ({fISIQESHOWN);• MOVABLE STILE AT JAMB (INSIDE) anae.v A I cam sEarGCTRLEdtTJ DYEOMMOA � HORL70NTAL SEC77ONS tae $ NO CHOW - • ; •N° ..- ALUM. SLIDING GLASS DOOR. IMPACT VjrAiftM C WOCH4NWnW&4W : • �a arls;• slb/y Satter s -07 cam " • •• . • • • 8m70 1/7 8 14 4400 INTERIOR ou. SECT.) EXTERIOR w /- - C, —I (e,000r . Luo�s Pr , P.E. ModumW t SECT. F -F MOVABLE TO FIXED ASTRAGAL (INSIDE) 8 REINFORCEMENTS REOV W/ GLASS TYPES A OR B ONLY LOCATED AT VERTICAL CENTER. 12' FROM TOP AND BOTTOM OF FVED PANELS (3) R -° SECT. G -G FIXED STILE AT JAMB (INSIDE) 4 INTERIOR (ALL SECT.) EXTERIOR CIl e`' j -Luca A Tunas, P.E PE(6W e .. $ . • • . SECT. 1-1 SECT. H -H • • • ; '. :: MOVABLE STILE AT JAMB (OUTSIDE) DOUBLE & SINGLE INTERLOCK (F�X17J .:• : • of A wcrr- 'CHOTTTLEBRE' melwy 89 cr"CHUCUPSCRE"' o tzourAt SEC77ONS COAMNUED e MOC94NOEY 8mmT W C NO CHANGE THIS BNFET a • I ALUM. SLIDING GLOSS DOOR IMPACT ml � �. • .• • •R�I< • • ly Better a �� eel 112 8 + 14 4408-1 ••• 4 INTERIOR (ALL SECT.) EXTERIOR CIl e`' j -Luca A Tunas, P.E PE(6W 1 37 RECESS ADAPTER MOUNTING SCREW (1) TRUTH EXTERIOR PULL HANDLE & BASE S15 (2) OS-32 X 13/4" COLOR j*VJVMHANDIME BASE SCREWS • • • ` • • (1) TRUTH INTERIOR PUhLHANQLP& E• �`; •.` (1) TRUTH EXTERIOR PlAt HANt�LEWBANE (2) 9M X 1314" COLOR MATCHED HANDLE BASE SCREWS ... . (1) MORTISE LOCK L6lqH #-Q) KE4ft • `. • • • (1) STAINLESS MOR*8 LOCK i i `•' • i i i (1) ZINC DICHROMATE*** ADA EI Elt . ; • • • • FX 8/16/d4 I A REVMVE81. W- ITEM 141AW1,0wouTir tO70TEL79Nd.OdYCAJ{ swmar. pa* F.K onam 8 NO CFidM6�E 7M89F�EET is9@7D . . Fit fQ/l/04 C AW RIEN 857 • • i FJC 6WSM • • • • • • • 11 10 - LAMUMM 6 rar M^00- - W-1 o - 19.Q7. - .bhlu DUPONT SENiTRYGLAS PLUS INTERLAYER - 3/16" H.S. 7116" LAMINATED GLASS - 3/16" H.S. -.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" ANN. 7/16" LAMINATED GLASS - 3116" H.S. -.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3/16" H.S. 1 1M6" LAMINATED GLASS 3/16" TEMP - 771r AIR SPACE - 3/16" ANN. -.090 DUPONT . BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INTERLAYER - 3116" H.S. 1 1/16" LAMINATED GLASS 3/16" TEMP - 7/1(r AIR SPACE - 3/1S" H.S. -.090 DUPONT BUTACITE OR SAFLE)MEPSAFE MAXIMUM INTFRU►YPR - 3N 6" H_3_ mYn I cv %7LJ%oo - � w n.v. - .wu SENTRYGLAS PLUS INTERLAYER - I. IINATED GLASS -114" H.S. -.M SENTRYGLAS PLUS INTERLAYER - 1L.UM. SLIDING GLASS DOOR, IMPACT _ 9MM ALTS 1 10 d 14 4408 -1 C WWI D� Lust A. Tunai P.B. FM#UM MedaNal 5.177 -4j!:7M NOM. F -F-I 1-1 1.819 1 - FRAME HEAD MArL: 6063 -T5 DWG# 4302 .667' .082 NOM. - --1i+— 6 - THRESHOLD COVER MArL: 6063 -T5 DWG# 4315 2.984 WALLS VARY r FROM .080 TO 254 2.048 'En, IT I 11 - DOUBLE INTERLOCK MAIL: 6063HS -T54 DWG# 4383 .078 NOM. 2.435 3 - FRAME SILL MArL: 6063 -T5 DWG# 4303 s.�B7 .078 NOM. 1.23B 8 - FRAMB JAMB MATL: 8063 -T5 DWG# 4304 Fes- 1.974 4 WALLS VARY FROM .080 TO.125 2.961 • • „ •: • • •• 12 - .INTERLOCK • ,•�r�:60s•� • • 'DWQ# d39g: • ^a aw fop • . • .032 NOM. 190 3.600 4 -'ADD ON SILL MATT.: 6063 -T5 DWG# 4361 1.500 1 17 2M1 .082 NOM. 16 - TOP & BOTT. RAIL MAIL: 6063 -T5 DWG# 4305 WALLS VARY FROM .080 TO.125 2.700 .1_ 1.087 126 T� 17 - P -HOOK MAIL: 6063 -T6 - DWG# 4403 13 - ASTRAGAL BASE MATL: 6063 -T6 DWG# 4398 11 ;L C� 1011 i- f . it vow. vusinry vwva �vvrs, rnernv 1 Luca & mmw. p f� NTS 11 -17 14 44084 C ft 1.800 2.7$7 .421 I 1.700 ham-- -- .062 NOM. I ::L 5 - ADAPTER, FIXED PANEL MAT'L: 6063 -T5 DWG# 4314 1+— 2.378 —+{ 1.844 •062 J NOM. 10 - PANEL SIDE RAIL MAT'L: 6063 -T5 DWG# 4306 1.045 .082 7 .108 AVO. NOM OM . 1.893 WALL THK. 2.272 15 - MALE ADD-ON MAIL: 6063 -T5 DWG# 4381 x.019 .082 NOM. 1.872 S11 - SCREEN MEETING RAIL (SCREEN. FRAME) MAIL: 6063 -T5 DWG# 4320 S1 - SCREEN TOP RAIL (SCREEN FRAME) MAIL: 6063 -T5 DWG# 4317 1 1.342 050 1.385 NOM. _L S14 - SCREEN ASTRAGAL MArL: 6063 -T5 DWG# 4344 1.045 1.018 1,421 n62 .062 NOM. 1.993 NOM. 1.872 WALLS VARY 1.700 • • • • • • • FROM .108 TO -+-- l • ' ' .186 _L '• •i • • • • ••• '• S4 - SCREEN 8§-W RAIL. ' 8 9 - SCREEN SIDE RAIL 14 - FEMALE ADD-ON (SCREEN FRAME) (SCREEN FRAME) . ' •' �.:' 0063 - M: ArU 6 063T5 41 MATL: 6063 -T5 DWG# 4319 'DWG# 4360 s • • • .•. • Fl91aiB • ® Fszm L U& FLM Ubly Better i° 9.182 .083 NOM. S15 - SCREEN ASTRAGAL ADAPTER MAM 6063 -T6 DWG# 4384 1.935 NOM. .600 18 - FIXED PANEL CLIP MAIL: 6063 -T5 DWG# 4362 AIT3 1 12 • 14 1 4408 -1 toms A 1t+rhr, P.B. MOM Mew EAD AND SILL INTERLOCK & ASTRAGAL ANCHOR A. 7M8 LAMI (A, .M SOP, H) 8.7M8 LAW (H-090 SOP, H) LUSTER BY PANEL SIZE & GLASS TYPE C. OR E. 7M8 LAMI (A H) OR IN 1 1118 LAMI LO 0. WIC LAMI INTERLOCK OR INTERLOCK OR D. OR F. 7118 LAMI ,H) OR IN 11/16 LAMI 1,0. ,.M SOP, �0 ASTRAGAL CENTERLINE I'— ASTRAGAL CENTERLINE DOOR HBGKT 72°( 80° 80° �" 9B" 102' 8 108° 114' 1211 10 , NOM. PANEL VWVIMMTH u� � � � � � � � u� - - - CLUSTER�A - {4} ANCHORS CLUSTERAB - (8) ANCHORS 24 -(2°) - . . . . . ................. ............................... - C,E AAAAAAAAAAAAAAA B A A A B INTERLOCK OR r-- ASTRAGAL CENTERLINE D,F AAAAAAAAAAAAAAABAAA B A A A A A A A A A A A A A A A A A A A A B A A A A A A A B A A A B A A A B 3WOM B A A A A A A A A A A A A A A A A A A A S A A A A A A A B A R A B A A A S ffim C,E A A A A A A A A A A A B A A A B AAA S D,F A A A A A A A A A A A B A A A B AAA 8 A A Al AAA A At A A A B A A A B A A A B R A A B A Al A B A A 8 B A A B B B A A A A A A A 6 A A A B A A A B A A B B A A A B A A A B A A B B A 131516 OR AAA BAAA BAAA BAAA BAAA B CLUSTER ®C- (8)ANCHORB D,F A A ABA A A B A A B B A A S 8 A B B C A AAAAAAAAAAAAAAABAAABAAABAAABAAABAAAB HEAD OR SILL ANCHOR CLUSTERS B A A A B A A AID A A A B A A B B A B B C Al Al B B A B B B A 13191 C A B B C C,E A A A A A A A A A A A A A A A B A A A B D,F A A A B A A B B A B B B A B B C A B B C A AAA A A A A A A A A A A A A A A A A A A A A A A A A A A A A B A A A B ( B AAA 8 A A B B A 01818 A B B C A B B C A B B C A B B C A B B C A B B C C,E AAAAAAAAAAAAAAA A AAA A b,F A A 8 8 A 8 8 C A B B C A B 8 C BBB C "(4g A AAAAAAA AAAAAAAAAAAAA B;0 A A 8 B Al B B 0 A S B C A B B C B S B C �"(� A AAAAAAAAAAAAAAAAAAAA 8.0 A Al B B A B F-6 A B B C R B B C B S CIO ANCHORS ABOVE ARE ML4MWADE COUNTY APPROVED 114" TAPCONS OR 012 SCREWS TAMA 7.1 A MIANII-)ADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. TWO MIAMI -DADE COUNTY APPROVED 114° TAPCONS OR 1012 SCREWS AT EACH HEAD, SILL AND JAMB LOCATION DETAILED IN NOTES 2 THROUGH 4. P -HOOKS REQUIRE ®A SINGLE ROW OF 1/4" TAPCONS OR #12 SCREWS AT EACH LOCATION DETAILED IN NOTES 2 THROUGH 4. APp�oadoeoprl 2. MAX. 88" U2 DOORS WJ PANELS UP T048" WIDE, gloeid� AHEAD... .81/4" MAX FROM CORNERS AND 16 318" MAX O.C. PLU8 APPLICABLE CLUSTERS) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTLRUNE. N SILL .. ....... » 81/4" MAX. FROM CORNERS AND 18 318" MAX. O.C. PLUS APPLICABLE CLUSTER(S) FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE JAMBS....... 8" MAX FROM BOTTOM AND 2811118" MAX. O.C. P- HOOKS.. W MAX. FROM BOTTOM AND 20" MAX. O.C. (1/4• TAPCONS), 16 818" MAX Q.C•(#12=REWS). S' 3 MAX 12V HIGH DOORS W/ PANELS UP TO 48" WIDE. • • • • • • • • AAHEAD......... 8114" MAX. FROM CORNERS AND 18 318" MAX. D.C. PLUS APPL • LL•� CtWITEOi(S) FROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE. SILL„ .......... '81 /4" MAX. FROM CORNERS AND 16 3/8" MAX O E•PLt}�AFI�'L LEi CWJ WEPJM FROM TABLE 7 AT EACH SILL ASTRAGAL AND INTERLOCK CENTERLINE. • JAMBS....... 8" MAX FROM BOTTOM AND 28" MAX..O.C. • • *00 • • • . P-HOOKS.. 8" MAX FROM BOTTOM AND 28" MAX O.C. (1/4- TAPCONS), 2013118" MAX O.C. (#12 SCREWS). 4AAM�8$" HI8 F1 J4" MAX FROM CORNERS OAND 222 ir MAX.O.C. RLUS APN§AM CWftM 1 PROM TABLE 7 AT EACH HEAD ASTRAGAL AND INTERLOCK CENTERLINE SILL»......... 81/4"" MAX FROM CORNERS AND 22 7/8" Mt'9.C:PIa18 AI�maLE CW81€Rip FeOM TABLE 7 AT EACH SILLASTRAGAL AND INTERLOCK CENTERLINE. • • • JAMBS.... .. 8" MAX FROM BOTTOM AND 2811/18" MAX. 0. • • • • •. • • P- HOOKS.. 8" MAX. FROM BOTTOM AND 2811118" MAX. 06Cet1 /4�'J%PCOA9) 16;IA2sMAX.O.C. (#0 SCREWS). o. R!c Wsw a REVISBNOTES A 3 a 4 HFAQ REVISE raSLe 1070 ANCHORAGE SPACING ' r� cluNCie r awESr A uvlbciyyeotter ALUM. SLIDING GLASS DOOR IMPACT w 1=x 1dlAl1 C tCLCAPC4PAGrJg9 UPDA7PSPACANGrfsA %! : ,a, .r rt 4 PEt3Mt • p 07&4m • 80x•78 f/B f3 • 14 4406 -f C • •. • • • • • A., i 1 12" MIN. --� #12 SCREWS III ► ; \� 2X WOOD i (SEE NOTE 2) 114" MAX. SHIM ---I �+- EXTERIOR 114" TAPCONS (SEE NOTE 1) ~� 1 x WOOD BUCK (SEE NOTES 3 & 4) EXTERIOR (CONCRETE) IT MIN 112' MIN. MAX. SHIM � `~ EXTERIOR TYPICAL FRAME HEAD INSTALLATIONS t ) GROUT MUST TRANSFER 1 114" MIN. ---i SHEAR LOAD TO SLAB 114' MAX SHIM 12" MIN. 2x-WOOD (SEE NOTE 2) 1 114 MIN. •• -• I 1x WOOD BUCK 1 112° MIN. •- I 114" {SEE NOTES 3 & 4) k-t MAX 1/4" TAPCON " '•' 1/4" TAPCON (S WOOD (SEE NOTE 1) ;'y' �: ( ) P #12 SCREW ` ( SEE NOTE 2) " i 3EE NOTE 1 ` : ,•• :� •i s• r �i� NO EXTERIOR • • • OR • • • ro • • •P 14 • • 3T4 EXTERIOR � } ;� ti`• .,a; � ' r1 1l4 MIN. 1/4' TAPCONS (CONCRETE) (SEE NOTE 1) TYPICAL FRAME SILL INSTALLATIONS 4LUM. SLIDING GLASS DOOR, IMPAC• SQ670 114 14 014 � 4408.1 2x WOOD (SEE NOTE 2) 1 T-114* MAX. SHIM #12SCREWS o� Waet A Tum9r, P,, FMdmnfbY NOTE 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVEDZAPCONS, 1 1/4" MIN. 114" MAX SHIM —�{� . +' 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 12" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. ` rti} 3• INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS EXTERIOR 1 (CONCRETE) r t THAN 112" THICK TO BE ENGINEERED BY OTHERS OR AS 1 /4" TAPCONS Amlow APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE1) :. '� ix WOOD BUCK 4. WOOD BUCKS LESS THAN 1 12" THICK ARE OPTIONAL (SEE NOTES 3 & 4) (PRODUCT MAY BE INSTALLED DIRECTLY TO CONCRETE). EXTERIOR 012 SCREWS TYPICAL FRAME JAMS INSTALLATIONS CONCRETE {CONCRETE) t ) GROUT MUST TRANSFER 1 114" MIN. ---i SHEAR LOAD TO SLAB 114' MAX SHIM 12" MIN. 2x-WOOD (SEE NOTE 2) 1 114 MIN. •• -• I 1x WOOD BUCK 1 112° MIN. •- I 114" {SEE NOTES 3 & 4) k-t MAX 1/4" TAPCON " '•' 1/4" TAPCON (S WOOD (SEE NOTE 1) ;'y' �: ( ) P #12 SCREW ` ( SEE NOTE 2) " i 3EE NOTE 1 ` : ,•• :� •i s• r �i� NO EXTERIOR • • • OR • • • ro • • •P 14 • • 3T4 EXTERIOR � } ;� ti`• .,a; � ' r1 1l4 MIN. 1/4' TAPCONS (CONCRETE) (SEE NOTE 1) TYPICAL FRAME SILL INSTALLATIONS 4LUM. SLIDING GLASS DOOR, IMPAC• SQ670 114 14 014 � 4408.1 2x WOOD (SEE NOTE 2) 1 T-114* MAX. SHIM #12SCREWS o� Waet A Tum9r, P,, FMdmnfbY Y A • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • see 0 • ••• ' ' ' ' N• • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • . . . • • • • • NOTICE OF ACCEPTANCE (NOA) • ; : • : : S •• PGT Inda tes 1070 Technology Drive Nokomis, FL 34275 DAVE COUNTY. FLORIDA • • • • • WS DADE R AGM BUII DING 140 WEST FLAGLER STI W, $U W 1f93 MIAMI, FLORIDA 33130 -1363 • • • • • 005) 375 -2001 FAX (3057 375 -2908 • • ••• •• This OA is being issued under the applicable rules and regulations governing die use of construction materials. The documentation submitted has been reviewed by Miami -Daft County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami Dale County Product Control Division (In Miami Daft County) and/or the AM (in areas otber than Miami Daft County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform m the accepted manner, the manufacturer win incur the expense of such testing and the AM may minediately revoke, modify, or suspend the use of such product or material within their jurisdiction- BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DFSCRwnoN: series arw 701" Aluminum Picture Window -LM APPROVAL DOCUMENT: Drawing No. 4259.4, titled " Aluminum Picture Window, Impact ", sheets 1 through 10 of 10, fired by manufacturer, dated 7/14/03, with revision "A", dated 12!15/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami: Dark County Product Control DivitsiaL MISSILE IMPACT RATING: Imp and Smell M adle Impaad LABELING: Each unit shall bear a permanent label with the manufachuets name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of tbis 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 dais product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done.in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2. as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 033- 1105.01 Expiration Date: February 19, 2009 Approval Date: February 19, 2004 f Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 7116" LAMINATED GLASS COMPRISED OF (1) LITE OF 311W ANNEALED GLASS AND (1) LITE OF 31166 HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. B. 7116" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116" HEAT STRENGTHENED GLASS GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. C.1 1116' LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3116' HEAT STRENGTHENED GLASS, A 7116" AIRSPACE AND 7118" LAMINATED GLASS WHICH IS OOMPRISED OF (1) LITE OF 3N6' ANNEALED GLASS AND 41) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.1 1118" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 311(" HEAT STRENGTHENED GLASS, A 7118" AIRSPACE AND TWIG' LAMINATED MAW WHICH IS COMPRISED OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONTBUTACITE OR SAF_EX KEEPSAFE MAXIMUM PVB. 2. DESIGN PRESSURE RATINGS: TLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 8, TABLE 2) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.98 (AND ASTM E 1300.94 OUTSIDE MIAMI -DADE COUNTY} B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130098 (AND ASTM E 1310.94 OUTSIDE MIAMI -0ADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMWADE COUNTY. 3. FLANGED UNIT ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, 0 & E) HEAD & SILL: MAX. 81R" FROM CORNERS MAX. 11" O.C. JAMB8: ® MAX. 812" FROM CORNERS MAX. 11" O.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH 012 SCREWS) GENERAL NOTES .......................... 1 GLAZING DETAILS ........................ 2 ELEVATIONS, FLANGED ............... 3 ELEVATIONS, INTEGRAL FIN....... 4 DESIGN PRESSURES FLANGED.. 5 DESIGN PRESSURES FINNED ...... 6 SECTIONS, FLANGED ................... 7 CORNER ASS'Y, FLANGED........... 7 SECTIONS, INTEGRAL FIN........... 8 CORNER ASS'Y, INTEGRAL FIN... 8 EXTRUSION PROFILES ................. 9 PARTS LIST .. ............................... 9 ANCHORAGE .. ............................... 1 &10 4. INTEGRAL FIN UNIT ANCHORAGE WITH NAILS: SINGLE ROW OF .130 DA. x 212' LG. NAILS AS FOLLOWS. (SEE SHEET 10, DETAIL A) HEAD & SILL: AT EACH CORNER MAX. W O.C. JAMBS: AT EACH CORNER MAX. 5" O.C. 5. INTEGRAL FIN UNIT ANCHORAGE WITH #12 SCREWS: SINGLE ROW OF SCREWS AS FOLLOWS: (SEE SHEET 10, DETAIL B) HEAD & SILL: MAX. 812' FROM CORNERS MAX. 1100.C. JAMBS: ® •MAX. 8112' FROM CORNERS MAX. 1110.C. (DESIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH #12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED 7. NARROW JOIN— SEALANT IS USED ON ALL FOUR CORNERS OF To1E FRAME. 8. REFERENCE TEST REPORTS: FTL -3835 & FTL -3650 aasoxuaa AVOW RSam walbly Bette C NTS I 1 + 10 ""e" " ""." " "" "" ". "" IL'l �Y -IIYI. x��r 6� lZ/ MPACT pAbm t c wk P.E. 42594 10A, r, 1 1/18' LAMI GLASS NOMINAL 7116' LAMI GLASS NOMINAL 7116 LAMI GLASS NOMINAL 3116` ANNEALED OR HEAT 3116" ANNEALED OR HEAT STRENGTHENED GLASS STRENGTHENED GLASS •090 DUPONT BUTACITE OR .080 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER 7116" AIRSPACE PVB INTERLAYER 3H6' HEAT 3116" HEAT 3116' HEAT STRENGTHENED STRENGTHENED GLASS SGGTHENED 12 12 10 @ORg 18 22 .... 11 6400. 9640.9 9999.. 664069 . 4040... OUTSIDE 11/16" NOM OUTSIDE 11116' NOM GLASS BITE GLASS SITE • • • • • 9999 .. .. . ... .4040409 9999 . ... 9999 .9.4040 as 40 . 40..9 9 9999 13 2 13 1" • '"'"'�.'' • . 40.9. SoR 15 SOR 15 7/16" LAMI GLAZING DETAIL 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) (INTEGRAL FIN FRAME SHOWN) �f03 Q ZING .DETAILS Wow Nalma FL$4 VON PT P� �� ALUMI.MUM PICTURE WINDOW, IMPACT � � a� p� sari A NO CWM TMS T w..rr syc r ..� PS OM12 �_ a.r NO &MNVFL m Wadbly otter "mw NTS 2 . 1 0 4269.4 A souvow HEXAGON MAX. SIZE = W B EEN FLATS OR MAX AREA = 21.65 SO. FT. FAN MAx. SIZE = 96" x 4r OR MAX AREA = 24.47 SO. FT. FULL CIRCLE MAX. SIZE _ 60" DIA. OR MAX. AREA =19.63 SO. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SO. FT. OCTAGON MAX. SIZE = 60" BETWEEN FLATS OR MAX AREA = 2031 SO. FT. 1= vl=RRnw MAX. SIZE - 96" X 48" OR MAX AREA - 31.99 SO. FT. QUARTER CIRCLE MAX. SIZE - 68" X W OR MAX. AREA = 2522 SO. FT. �-- 96" MAX. 441/4" OLO Ll 48" MAX. MAX NOTE: FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10, DETAILS C, D & E. 921!4' MAX. DLO RECTANGLE MAX SIZE = 48" X 96" OR MAX AREA =32.00 $O. FT. "mmamm ALUM T s Ws/bly Bette I.' , ARCH. MAX. SIZE =48"X96" OR MAX. AREA = 3026 SO. FT. 4040•• • e • • 4040•• • 4040•••• • 4040• • • 4040• .• .• • • 4040•• 4040•• • • • 4040•• • • • 00400 •4 MYd ar TRAPEZOID MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SO. FT. roil1 3 • IQ 1 42594 IOWA l R~ I ChWk P.B. PE OWU s 040.0 • s • 000• • • • • 040.0 • HEXAGON MAX. SIZE = 6W BETAIEEN FLATS OR MAX. AREA - 21.85 SO. FT. i FAN MAX SIZE = 96" X 4r OR MAX AREA = 24.47 SO. FT. FULL CIRCLE MAX. SIZE = 80" DA OR MAX AREA =19.63 SO. FT. OCTAGON MAX. SIM =80" BETWEEN FLATS OR MAX. AREA = 20.71 SO. FT. HALF CIRCLE MAX. SIZE = 96" X 48" OR MAX. AREA = 25.13 SO. FT. EYEBROW MAX. SIZE = W X 48" OR MAX AREA = 31.99 SO. FT. 48" MAX NOTE: FOR ANCHORAGE INFORMATION SEE NOTES 4 8 5. SHEET 1 AND SHEET 10, DETAILS A 8 B. 931/W MAX. DLO QUARTER CIRCLE MAX. SIZE =68•X68' OR MAX AREA - 25.22 SO. FT. ELLIPTICAL MAX SIZE = 96" X 4T" OR MAX. AREA = 31.99 S{ RECTANGLE MAX. SIZE = 48' X 96" OR MAX. AREA - 3200 $O. FT. MMOIAM a 34M P.O r 1678 45110 MAX. DLO L, , MAX SIZE = 4W X 96" OR MAX AREA = 30.28 80. FT. • • Kime � TRAPEZOID MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SO. FT. FINELEVA77( I PIC7 JRE WIl AiIS 4 � 10 42594 4 B3 RWNA L CWrk. P.B. PE OM2 B7NOkni Kime � TRAPEZOID MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SO. FT. FINELEVA77( I PIC7 JRE WIl AiIS 4 � 10 42594 4 B3 RWNA L CWrk. P.B. PE OM2 B7NOkni TRAPEZOID MAX. SIZE = 48" X 96" OR MAX AREA = 31.99 SO. FT. FINELEVA77( I PIC7 JRE WIl AiIS 4 � 10 42594 4 B3 RWNA L CWrk. P.B. PE OM2 B7NOkni I OMPARATIVE ANALYSIS TABLE 1. A. 7116" LAMINATED GLASS (3/16"A, .090, 31161-18) GLASS TYPE: B. 7116" LAMINATED GLASS (3116 "HS, .090, 3116HS) C. 1 1116" LAMI I.G., 3116HS, 7116" SPACE, 7116" LAMI (3/16A,.090, 3116" HS) D.1 1116" LAMI I.G. 3116HS 7116" SPACE, 7116" LAMI 3116HS . ).3/19'H.' wimnnw I WINDOW HEIGHT 49.000 AREA 54.500 AREA 60.000 AREA 65.500 AREA 71.000 AREA 76.500 AREA 82.000 AREA 87.500 ABED 93.000 AM 96.000 X -56.1 0.00 -80.0 i ••••0• 51.9 0.00 • -80.0 0000. -47.6 . • •..• •..• : 40.0 % • • • • • • • 0000 • -43.4 : • : 0000 •e• -80.0 • • s .. � 040 .79.4 � 00,00 �... 1. TABLE 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULARWINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LIMITED TO +/-80 P.S.F. WHEN ANCHORING WITH 012 SCREWS. 2. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SO. FT. UNIT W TABLE 1. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST QUI 1 WHIM THEIR OVERALL WI AN n H=K*fT DIMEN COMPLETELY rill WITNIN- F MGED UNffDESIW PRESSURES KAVaft 750-� p—cm— R T ALUMINUM PICTURE IMNWW, IMPACT FK twsw A N0VlAKCf0R0VGW ttlPWN" FMm Welbly Sett •,rrrrr •. wrz AK /140M orr PW70f NTS 5 • i7 415.44 %I / 13 AV FtobM L CMk PE PE OMM SN•NeN • • 0•• ••• • COMPARATIVE ANALYSIS TABLE 2. A. 7116" LAMINATED GLASS (3116 "A, .090, 3116HS) GLASS TYPE: B. 7116" LAMINATED GLASS (3116 "HS, .080, 3116HS) C. 1 1116" LAMI I.G., 3116HS, 7116" SPACE, 7116" LAMI (3116A,.090, 3116' HS) D.1 1116" LAMI I.G. 3/16HS 7116' SPACE. 711!t LAM11 3116H$ . 3/1 H: WINDOW WINDOW HEIGHT 49 000 �.... �...... . a.� - y..... -. B&D 80.0 1 .80.0 80.0 11 - 80.0 80.0 1 -80.0 80.0 -80.0 K.0 -0.0 80.0 -0.0 AREAS .FT. .3 54.500 A&C 80.0.. -80.0 so. • -8Q.0 78.9 -78.9 74.3 -74. 71.9 -73.1 71.9 • 71.9 B&0 80.0 - 80.0 $0.0. - 80.0 80.0 • - 80.0 80.0 - 80.0 60.0 - 80.0 80.0 -B0.0 AREA •S .FT. 4. 60.0 A&C 80.0 • -80.0 80.0 -80A 72.2 -722 67.8 - 67.8 65.0 • -66. 65.0 . -65.0 B&D 80.0 -80.Q 80.0 - 80.0 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 80.0 -50.0 AREAS .FT. 4• . A&C 80.0. -80.0 78.9 - 78.8 65.5. -65.5 61.7 -61.7 .6 -so 59.6 .6 B&D 80.0 -80.0 80.a -BQ.a 80.0 -8a.0 80.0 -80.0 80.0 -8a.0 80.0 -$a.0 AREA 80. Ft: 71.000 W74.052 • 75.3 • 75.3 61.1 . -81.1 56.4 -56.4 546 - 55.5 54.6 -64.6 B&D 80.0 -80.0 80.0 - 80.0 80.0 - 80.0 80.0 -N.0 80.0 .80.0 •AREA S .FT. 1 . 76.500 A &C 72.6 -72.6 57.1 -57.1 51.5 -51.5 51.0 • -51.3 51.0 • •61.0 B&D 80.0 -80.0 80.0 -$0.0 80.0 -80.0 60.0 -80.0 80.0 •80.0 AREA .FT. 25 WD 82.040 ! A &C 80.0 - 80.0 69A • - 69.4 53.8 . -53.6 47.2 -47.2 46.6 � -46.9 46.6 -46.6 B&D 80.0 - 60.0 80.0 - 80.0 80. - 80.0 80.0 - 80.0 80.0 -M.0 80.0 -80.0 A S .FT. Z 8• 87.500 A &C .0 -80.0 .4 -66.4 51. -51b 42.6 - 42.6 43.1 1 -43.1 B &D 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 80.0 - 80.0 80.0 - 80.0 80.0 -80.0 L93.000 EAS .FT. 17.318 .157 A&C 80.a -80.0 65.0 -65.0 48.9 1 -48. 41.2 - 41.2 40.4 - 40.2 40.4 -40.4 B &D 800 -80.0 80.0 -80.0 80.0 - 80.0 80.0 -80.0 79.7 -79.7 76.0 -76.0 EA SQ.FT. 2 0 A&C 80.0 - 80.0 63.9. - 63.9 48.0. X48.0 40.2 - 40.2 39.0. -38.9 39.0 -39.0 B &D 80.0 - 80.0 80.0 -80.0 80.Q -80.0 80.0 -80.0 76.9 -76.9 73.1 -73.1 ?EA S .FT. •6 18 E-2 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WITH 1/4' TAPCONS. DESIGN PRESSURES ARE LlM ED TO +1.80 P.S.F. WHEN ANCHORING WITH 012 SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET t ARE QUALIFIED TO THE PRESSURE OF A 32 SM FT. UNIT IN TABLE 2. 3. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE Z OR TO THE PRESSURE FOR THE SMALLEST M= Ft ALUM'WUM PICTURE WINUOW /MPAGT Ft wsn>iy Bette pwm MT5 8 . 10 4269.4 A .... . . 00 0 .. .... .... . . .. .. . .... . . e . . • w is di Pon ROw L. 0304 P.E. PE OW12 e , 2 13 13 OUTSIDE 17 18 21 22 MAX. DAYLIGHT OPENING — MAX. WINDOW WIDTH HORIZONTAL SECTI DN (FLANGE. FRsUgn ALONG ENTIRE JOINT ;EWED CORNER ASS"Y (FLANGE FRAME) MAX. WINDO HEIGH ALONG ENTIRE JOINT KEYED CORNER ASST WELD (FLANGE FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS"Y (FLANGE FRAME) A NO CHANW IM SMW PQ 8QX taas o� NOKgitl9, PL �7I 2.7W VERTICAL SECTION (FLANGE FRAME) pmm I NTS 1 7. + !0 1 42594 T/yl) kvk P.& P8i39712 see e s sees • • eess 0,4 .00000 • sses s . . INSIDE 09080 e 010000 . :... 0000 . . 4,41.0 see s flow-~ s •GMs 13 VERTICAL SECTION (FLANGE FRAME) pmm I NTS 1 7. + !0 1 42594 T/yl) kvk P.& P8i39712 see e s 13 1 2.784" OUTSIDE 10 11 17 18 21 22 MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH HORIZONTAL SECTION (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT SCREWED CORNER AS3'Y (INTEGRAL FIN FRAME) MIN ALONG ENTIRE JOINT KEYED CORNER ASS'Y wEw (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) vaawfm a30X 2.784" 1C I VERTICAL SECTION (INTEGRAL FIN FRAME) SECTIONS INTEGRAL FIN 4 4LUMiNUM Picnm WINDOW IMPACT mmaw NrS Iwo � A • 9 ;I ... .... ... . .... . . .... 'EM DWG NO. PART # 1 4256A 64256 2 4253 64253 7 1155 781 PQX 8 10 4255 64253 11 4254 64254 12 1224 STP247 13 4224 14 15 17 18 20 21 py. I- .970' .050" 64262 INTEGRAL FIN FRAME HEAD, SILL 6 JAMB FLANGED FRAME HEAD, SILL & JAMB #8 X 1 QUAD PN SMS STAINLESS STEEL SC- HNEE49OREHEAD SM5504 ACRYL -R NARROW JOINT SEALANT OR EQUAL 7/18 LAMI GLASS BEAD 1 1/16 LAMI I.G. GLASS BEAD VINYL BULB WEATHERSTRIP (THICK) INSTALLATION FASTENER COVER DOW CORNING 899 GLAZING SEALANT DOW CORNING 995 SILICDNE STRUCTURAL SEALANT, .9750 ' LAMI GLASS: 3116' ANNEALED -.090 DUPONT kCTTE OR SAFLEX KEEPSAFE MAXIMUM PVB RLAYER - 3/16" HEAT STRENGTHENED B' LAMI I.G. GLASS: 3418" HEA- STRENGTHENED BDARD - 7/16" AIRSPACE - 3M#' ANNEALED -.090 ONT BUTACITE OR SAFLEX KEEPSAFE MAX MUM INTERLAYER - 3116" HEAT STRENGTHENED HTECTUIRAL CORNER KEY JAM GLASS: 3118" HEAT STRENGTHENED -.090 ONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM INTERLAYER - 3116" HEAT STRENGTHENED W LAMI LG GLASS: 3118" HEAT STRENGTHENED BDARD - 7116" AIRSPACE - 3H8" HEAT ENGTHENED -.090 DUPONT BUTACITE OR SAFLEX MAFE MAXIMUM PVB INTERLAYER - 3116" HEAT ITEM 10, 7116 LAMI GLASS BEAD MAM 8063 -T5 DWG NO. 4255 ,346' —+-I 0 .975" ow ITEM 11, 1 1/16 LAMI I.G. GLASS BEAD MATL: 60&3 -T5 DWG NO. 4254 #*WM. R P.aetrgot uaa ftt>I@�IPS,RLJr4l1 1.8750 —1 .o6r • 2.784' 2.784° VF- -13N flRnM 2.300' ITEM 1, INTEGRAL FIN FRAME MAT'L: 6069 -TS DWG NO.41MMA ._ ITEM 2, FLANGED FRAME MArL: 6063 -T5 -- DWG NO. 4253 PrAM I NMI 9 + i0 1 42594 • • • • • • • • s•• • • 0000 0000 • • • 0000 0000 •• . • s• . • • • •••• •• • 0000 • R1Yrt r, / Robert l dsrlt P.E. PE #39712 shtmw i• • • • • • • • • n #12 SCREW, 8112` MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX bT 1/4" MAX. SHIM 1_ SHIM .130° DIA. MIN. '( x 2 I/2" NAIL, 1 1 1/2" MIN. 1 1/2" MIN. AT CORNERS EMBEDMENT EMBEDMEN AND 5" O.C. W000 BUCK OR FRAMING 2x WOOD SUCK (SEE NOTE 2) INTEGRAL FIN DETAIL A INTEGRAL FIN DETAIL B 1/4" TAPCON, 8112' MAX. FROM CORNERS &I V MAX. O.C. A (SEE NOTE 1) 114" MAX. "j SHIM 1 114' MIN. EMBEDMENT CONCRETE= FLANGED DETAIL D (SILL ONLY) #12 SCREW, 81 /r MAX. FROM CORNERS & 11" MAX. O.C. A 1/4" MAX. T� SHIM i 2x V4 00D BUCK (SEE NOTE 2) FLANGED DETAIL C 1/4" TAPCON, 81/P" MAX. FRO CORNERS 811" MAX. O.C. A (SEE NOTE 1) 1 /4" MAX. T� SHIM T 1 114" MIN. ' . �- EMBEDMENT: ' •' 1x WOOD BUCK (SEE NOTE 2) SOLID CONCRETE FOR HEAD & SILL OR HOLLOW BLOCK FOR JAMBS NOTES: FLANGED DETAIL E 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. A 2. A - IN MIAMI-DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED, PROPERLY ATTACHED TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY BUILDING OFFICIAL. ?AND rEatxo wrim MOK FL 9Q76 P.0.907t fb�9 NOKQA'9�, FL 91271 NTS 1 10 • t0 42584 sees • sees • sees•• • sees. • • • sees • • • • • • sees •• •• • s •e 0090 • ••••• • • •••• 9 • • • 0090 • ems ` i bcf Road L CW k. P.E. PE SWU shoo" sees s • • sees • see• • s• "0• .e0• • • • .••• • s••• • , M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) -PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • MIAMI-DARE COUNTY, FLORIDA .'. :*VZeJDV9FLAGLERBUILDING • : � : A dst FLAGL* STREET, SUITE 1603 •' ; '.' : : :.lyll$h11, FLORIDA 33130 -1563 (305) 375 -2901 PAX (303) 375 -2908 .SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miarni -Dade County Product Control Division (In Miami Dude County) and/or the AM (in areas udwr Ulan Miraud Dude 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 accepter manner, the manufacturer will incur the expense of such testing and the AID may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C-740 Aluminum Casement Window - Impact APPROVAL DOCOMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7 /10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.K. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 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 NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No (Ll."11.02 m { Expiration Date: May 22, 2008 Approval Date: October 9, 2003 No Page 1 ' op z6ro NOTES: LARGE MISSILE WINDOWS C CONFIGURATIONS O OPTIONS N G NOA DRAWING TABLE OF CONTENTS SHEET ANNEALED GLASS AND (1) LITE O x 0 x GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. - UNEQUAL UTES E ELEVATIONS .. ............................... 3 3-4 B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" M MA-0 D DESIGN PRESSURE TABLES....... 5 5-8 H HEAT STRENGTHENED GLASS W ....... . SOLUTIA OR DUPONT PVB. U a g g x x UNEQUAL LITES C CORNER CONSTRUCTION........... 1 10 ANNEALED GLASS AND (1) LITE O .................................... 1 GLASS W/ D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 118' HEAT STRENGTHENED GLASS AND (1) 5116' LAMINATED COMPONENT WITH A 318° AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118- HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, X0, OX, XOX, O 3. DESIGN PRESSURE RATINGS 1 COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300-94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X- CONFIGURATIONS SEE SHEET 4. E. F SHEET 4. F. FOR -414-14 -XOX' &'O" CONFIGURATIONS SEE SHEETS. G. FOR J "XOX' & -XO' OR 'OX' CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX. "XO' &'OX- CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL=Y IS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4' & 7° ON EACH SIDE OF MEETING RAILS MAX. 141!2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3' APART AT MID -SPAN ON FIXED JTE ONLY JAMBS: MAX. 4' FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 114" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3116" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL-3582, FTL -3587 ANC FTL -3729 NOKows, FL 3mv P.Q BOX 1329 NO!(Wfl9: FL 31270 0TESAND TABLE_ OFCOWENTS k U.UAMUM CASEMENT WINDOW, IMP rs-e.r ' arr 6+.+ow CA-7110 1 d 12 7046-8 PRMUCTREv"s...• •..• nmm lyftw$htbsF4wWw • Rtttsuft -.. _... - - • • • • F tF C 71(o It-) Luca" ATumer. P.E PENUM medontow F tF C 71(o It-) Luca" ATumer. P.E PENUM medontow .090 SOLUTIA OR DUPONT PVE INNER LAYER 118" ANNEALED GLASS I� 1/8" HEAT STRENGTHENED GLASS 43 ,91 3fl 31 ' 65" NOM. 13/16° 86 40 GLASS BITE 5116" LAMINATED COMPONENT 118" HEAT STRENGTHENED GLASS 44 3/$ "AIRSPACE ,090 SOLUTIA OR DUPONT PVB INNER LAYER 1l8" HEAT STRENGTHENED GLASS 1/8" HEAT STRENGTHENED GLASS 43 46 5/16" LAMINATED .65" NOM. 5 GLAZING DETAIL 85 GLASS BITE HEAT STRE @9 .C90 SOLUTIA ?M. BITE l.VW ADCOQIS R3UM P.O. I= I= NORG&W. R MV4 44 2 13/16" I.G. GLAZING DETAIL . • • • • . uotaft C06 0000 Aeccpm•ec Ne ®'1 • rrAion � • • • • Bye• •••• t� 74 -� iL{JM /tYUlga�Aa7G /:ICf•r rrrt•�vrr,nrrrr-+vr UAMATumer,P.E *NWae amrx m+,o•� r• PEAMI CA-j"m N 2 a 12 %Q4" Ci madumm ANCHOR 11/2" /.LOCATION TYP. CENTERLINE I 1 10 —' t 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL - TYP. (2) 13" MAX. O.C. i ANCHOR LOCATION TYR 4" MAX. _ — 4" MAX. MEETING RAIL DETAIL (SEE SHT .1 NO-E 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30' MAX. DAYLIGHT OPENING ,& DENOTES HINGE 74" MAX. WIDT30" MAX LOCATION AT HEAD & SILL OF "X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. t L__ — 4" F MA 4" MAX. 14112" MAX O.C. TYP. ELEVATION 'B"- 63" HIGH "XX" 134" MAX. WIDTH (SEE SHEET 5 FOR PRESSURES) 53" MAX. 30" MAX. DAYLIGHT jam' DAYLIGHT j ® NOTE: "X" PANEL MAY SWING OPENING I OPENING I IN EITHER DIRECTION IAX MT 4" MAX. 4" MAX. 13" MAX. O.C. — -I- r / -A-14 1/T MAX O.C. VENT HEAD & SILL ONLY -it 3T MAX 60 MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) Ho�cobas R s�zrs IALUMWUM CASEMENT IMNDOW, IMP P.Q fb79 Fts�sse V"bBeirer .4-?40 AffS I 3 - 12 =i� 704&$ Ax. ;HT MmDuc -T NEvilas 0 •' as ' � ne • �. .••• ftm ii. 2 00- 0 Al �r •• e'-1, -?/U /o2 Lucas A Tumor. P.E. PU BM VANhafftd • • • l 56" MAX. / DAYLIGHT OPENING X i SEE Mf ETING RAIL-IJETAIL HEK LTYO. (2) /< IAX MT 4" MAX. 4" MAX. 13" MAX. O.C. — -I- r / -A-14 1/T MAX O.C. VENT HEAD & SILL ONLY -it 3T MAX 60 MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) Ho�cobas R s�zrs IALUMWUM CASEMENT IMNDOW, IMP P.Q fb79 Fts�sse V"bBeirer .4-?40 AffS I 3 - 12 =i� 704&$ Ax. ;HT MmDuc -T NEvilas 0 •' as ' � ne • �. .••• ftm ii. 2 00- 0 Al �r •• e'-1, -?/U /o2 Lucas A Tumor. P.E. PU BM VANhafftd • • • l / 56" MAX DAYLIGHT / /< OPENING / 63° A O ,' HEK IAX MT 4" MAX. 4" MAX. 13" MAX. O.C. — -I- r / -A-14 1/T MAX O.C. VENT HEAD & SILL ONLY -it 3T MAX 60 MAX FIXED SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) Ho�cobas R s�zrs IALUMWUM CASEMENT IMNDOW, IMP P.Q fb79 Fts�sse V"bBeirer .4-?40 AffS I 3 - 12 =i� 704&$ Ax. ;HT MmDuc -T NEvilas 0 •' as ' � ne • �. .••• ftm ii. 2 00- 0 Al �r •• e'-1, -?/U /o2 Lucas A Tumor. P.E. PU BM VANhafftd • • • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 4 13" MAX. -J- O.C. 14" 32" MAX. WIDTH 25" MAX. -i DAYLIGHT I- X A DENOTES HINGE LOCATION AT HEAD S SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL 65" MAX. SHT, 3 DAYLIGHT TYP. (2) OPENING 72" MAX. 13" HEIGHT MAX. I O.C. 141/2- 4" MAX. MAX. O.C. ELEVATION *C"- 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN t ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 4" MAX. 3T' MAX. WIDTH 3D" MAX. X 63" MAX. 13" HEIGHT MAX. O.C. 4" MAX. 4" MAX. I 14112" 4" MAX. � MAX. O.C. ELEVATION "D" - 63" HIGH °X" (SEE SHEET 5 FOR PRESSURES) 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING �. 56" MAX. SEE l � DAYLIGHT OPENING MID -SPAN 63"1 56° ANCHOR O / DETAIL 56" MAX, SHT. 3 DAYLIGHT O TYP. (4) OPENING I _ 63" MAX. 13" HEIGHT MAX. O.C. 4" MAX. 4" MAX. I 14112" 4" MAX. � MAX. O.C. ELEVATION "D" - 63" HIGH °X" (SEE SHEET 5 FOR PRESSURES) 60" MAX. WIDTH 53" MAX DAYLIGHT OPENING �. �--- ►�- -13" MAX. O.C. 4" MAX. ELEVATION "E" - 63" HIGH °O° (SEE SHEET 6 FOR PRESSURES) 97" MAX. WIDTH A NOTE: "X" PANEL MAY SWING MAX. Sr MAX IN EITHER DIRECTION DAYLIGHT DAYLIGHT OPENING OPENING F 71 56" MAX. l � DAYLIGHT OPENING l 63"1 56° HEI( O / �--- ►�- -13" MAX. O.C. 4" MAX. ELEVATION "E" - 63" HIGH °O° (SEE SHEET 6 FOR PRESSURES) 97" MAX. WIDTH A NOTE: "X" PANEL MAY SWING MAX. Sr MAX IN EITHER DIRECTION DAYLIGHT DAYLIGHT OPENING OPENING F 71 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) IAX SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ® ♦ .,._ / x-13° MAX. Q.C. 14112" MAX. O.G. VENT 4" MAX HEAD & SILL ONLY 37° MAX. V 60° MAX. FUCED ELEVATION "F" - 67 HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 10T MOLOGYDR PA. 8Ox imo MMMM, a3W4 9X", "O; 9X0 "& "OX"ELEVATIONS W. ALUMINUM CASEMENT wNDOW, imp, ar,"are aac •a Q+J140 NTS 4 - 0 704" IAX. PHT lees.. PRODUCT REYL48 Ds comptpiege9tYlY•�ladiD Raiding Code • • Act 2 E' '-"o �4 710103 Ulm Alruma', P.E PE OSMI w see* • •e•• • Deese less lose l••• . e v Ii rp 56° MAX. i� / DAYLIGHT rl X O OPENING _ 63"h Al N HER E SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) IAX SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ® ♦ .,._ / x-13° MAX. Q.C. 14112" MAX. O.G. VENT 4" MAX HEAD & SILL ONLY 37° MAX. V 60° MAX. FUCED ELEVATION "F" - 67 HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 10T MOLOGYDR PA. 8Ox imo MMMM, a3W4 9X", "O; 9X0 "& "OX"ELEVATIONS W. ALUMINUM CASEMENT wNDOW, imp, ar,"are aac •a Q+J140 NTS 4 - 0 704" IAX. PHT lees.. PRODUCT REYL48 Ds comptpiege9tYlY•�ladiD Raiding Code • • Act 2 E' '-"o �4 710103 Ulm Alruma', P.E PE OSMI w see* • •e•• • Deese less lose l••• . e twl WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 0 -90.0 70.0 -90.0 70D -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 0 -90.0 70.01-90.0 70D -83.6 70.01-79.9! 70.0 -75.4 70.0 -72A 70.0 - 69.9 69.9 0 -90.0 70.0 -90.0 70D -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 0 -67.4 70.0 -77.6 70D - 66.4 68.4 -63.9 63.9 -60.0 60.0 - 56.5 58.5 - 56.2 56.2 0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 0 -81.0 70.0 -71.1 700 -61.8 61.8 - 58.9 58.9.-56.1 56.1 - 53.8 53.8 - 50.4 50A 0 -90.0 70.01-90.0 70.0 -90.0 70.0 -90.0.70.01-90.0 70.01-90.0 70.0.-90.0170.0 0 75.0 70.0 - 65.5 655 -57.5 57.5 - 54.9 64.0-61.8 51.8 - 48.6 48.6 - 45.2 45.2 0 -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 U-70.4 70.0 - 60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 - 42.2 42.2 0 -75.0 70.0 -75.0 70D -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 0 -67.9 67.9 -59.0159.1) - 52.8 52.81-49.9 49.9 -46A 46.4 -43.5,43.5 -41.1 41.1 0 -75.0 70.01-75.017011, -75.0 70.0 '-75,0 70. -75.0 70.0 -75.0170.0. - 75.0 70.0 .REWS "X" WINDOWS t TEST REPORTS: FTL-W nprn►u• r 771 R" I Aul fill ANA non wla"uc% 70.0 A REVISE TABLES ! AMD3. GLASS TYF! B ADO GLASS TYPE E TO TABLES t & 4 c No ctuwcv: DO s+91-r FOTzGKM LOGY0 lw NOKO,W FL 34M P.O. BQX 1878 MOKOMM, FL 34774 -84.4 112s FTL -3580 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE -90.0 ,�I-- 70.0 FOR OW WINDOWS IS UMITED TO 46.7 P.S.F %l�lf �Fl PRESSURES- X A XX CONFIG. WINDOWS t 4 UM/NUM _CASEMENT WINDOW, IMPACT Lwm s a Tu . P.e CA440 NTS 5 u 1? 7045-8 C • ••••• • • • • PRODUCT ]REV"s • • • is 3 fb EwOion D 2 By • FTL -3580 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE -90.0 ,�I-- 70.0 FOR OW WINDOWS IS UMITED TO 46.7 P.S.F %l�lf �Fl PRESSURES- X A XX CONFIG. WINDOWS t 4 UM/NUM _CASEMENT WINDOW, IMPACT Lwm s a Tu . P.e CA440 NTS 5 u 1? 7045-8 C • ••••• • • • • "0" 1 1 -x0x- 36.000 7 72.000 B A BI C 37.000 7 74.000 N A NBC, 8. BASED ON 14'TAPCONS 0 F #143CREWS - WINDOWS TEST REPORTS: FTL -3582 1 �• 1 3/18" LAMI 1/8 "H53B" SPACE 5/'16" LAMI -W/ 118"HS . 1/8"HS FTL -3729 1 1 1 4 2 4 31.000 1 36.000 38.375 ENEG 000 48.000 50.825 54.000 57.000 W.00p 63.000 1 NEG POS NEG POS NEG POS POs NEG POS NEG POS NEG POS NEG NEG POS NEG POS X O X -75.0 70.0 -75.0 70.0 -70.4 70.0 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 422 - 39.7 39,7 -75.0 70.0 -75.0 70.0 -75:0 70.0 7 .0 7 . 70.0 75.0 0. -7 700 -750 700 -75.0 700 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.D 70.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 - 90.0 70.0 -90.0 70.0 -75.0 70.0 -73.7 70.0 -67.9-67.9 - 59.0 59.0 -52.8 528 -49.9 49.9 -46.4 46.4 - 43.5 43.5 -41.1 41.1 - 38.8 38.6 O -75.0 70.0 -75.0 70.0 -75.D 70.0 -75.0 70.0 -75.0 7Q0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7Q0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90. 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 75.0 70.0 -67.8 67.8 -62.1 62.1 - 55.7 55.7 -49.8 498 -46.9 46.9 -43.6 43.6 -41.1 41.1 - 38.6 38.6 -36.5 36.5 NOTE: IF USING 3116" -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 10.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 TAPCONSORM12SCREWS -90.0 70.0 -90.0170.0 -90.0170.0 -90.0 70.01-90.0 7Q0 -90.0 70.0 -90.0 70.0 -90.0 7Q0 -87.4 7Q0 -83.2 70.0 DESIGN PRESSURE FOR "O" -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 83.3 -58.4 5&4 - 53.4 53.4 -50.0 50.0 - 48.9 48.9 -44.3 443 -41.9 41.9 WINDOWS IS LIMITED TO -75.0 70.0 -75.0 70.0 -75.0 70.0 -7'5.0 70.0 -75.0 70.-OT--7'5.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 52.1 P.S.F. -80.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.01-90.0 70.0 -90:0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 DESIGN PRESSURE FOR -70.3 70.0 -58.0 58.0 -54.5 54.6 -59.3 59.3 1 -53.6 536 - 50.9 50.9 - 47.5 47.5 - 44.7 44.7 -42.1 42.1 -39.7 39.7 "XOX' WINDOWS IS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 LIMITED TO 41.3 P.S.F. -90.0 70.0 1 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.D - 76.9 70.0 -72.4 70.0 -69.2 69.2 - 65.0 65.0 - 54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 -48.6 48.8 -45.3 45.3 -42.5 42.5 -40.4 40.4 38.4 38j 4 -75.0 10.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 76-0--75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -88.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 - 87.3 67,3 -64.1 - 60.8 60.8 -51.3 51.3 -48.3 48.3 -52.7 52.7 -48.7 48.7 - 46.9 46.9 - 43.5 43.5 2 .�s 7R is _�� n �n n �c ., �.... ... _ -Wr.0 ru.0 I -au.v iu.0 I -yu.0 I iU.v -NU.Ul ru.0 -81.2170.01-7&7 70.0 -70.3 70.0 - 66.8 86.8 -83.5 63.5 - 60.5 60.5 - 58.7 55.71-48.7 48.7 -45.4145.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 - 42.2 422 -40.1 40.f - 38.0 38.0 -36.2136.2 . .. -75.0 70.01-75.0 70.0 -75.0-170.0 -45.0 70.0 - 75.0 70.0 -75.0 L70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 • • -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 - 88.5 86.5 -83.0 8:i.0 -60.0 �.0 - 57.3 57.3 • see - 58.2 56.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 - 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 - 35.9 35.9 • • • .• .•. -75.0 70.0 -75.0 70.0 -75.0-70.0 - 75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 009:06 • -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 -85.4 65.4 - 61.8 61.8 - 58.1 591 - 56.4 56.4 • i •' • • • - 57.1 57.1 -46.4 46.4 -43.3 43.3 17.5 47.5 -43.9 43.91-42.2 42.2 - 40.8 40.$ - 39.1 39.1 -37.2 37.2 -35.4 35.4 • • -75.0 70.0 -75.0170.0 -75.0170.0 =�5.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 775.0 70.0 - 74.3 70.0 -70.8 70.0 ' • " • • • -90.0 70.0 -90.0170.0 -90.0170.0 -84.3 70.0 -72.5 700 - 68.4 58.4 - 63.6 63.8 -�.1 80.1 - 57.5 57.5 -54.8 .54.8 " "• • • , • -56.2 56.2 - 44.8 44.8 -42.1142.1 -�6.2 48.2 -42 5 42 5 -41.2 41.2 - 39.8 39.8 - 38.5 38.5 -.7 36.7 - 34.8 34.84s�e • • •• -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.6 -75.0 70.0 -73.3 70.0 -69.6 89.6 ,� • -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 700 - 66.7 66.7 -61.8 81.8 -58.7 58 7 - 55.9 55.9 -53 2 532 4 .. - 55.0 55.0 -43.4 43.4 -40.9 40.9 -�4.8 44.8 X1.3 413 X0.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 38.1 -34.2 34.2 �4 • • • • 75.0 T0.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70 0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 72.2 70.0 -�.4 68.4 -90.0 70.0 -90.0 70.0 -80.0 70.0 -79.4 70.0 - 69.0 690 - 64.9 64.9 �.4 60.4 - 57.3 57.3 - 54.5 54.5 -51.6 51.6 txr • • ti53.4 53.4 -42.2 422 - 39.7 39.7 13:5 43.5 -40.4 40.4 -39.2 39.2 - 37.6 37.6 -36.7 36.7 - 35.5 35.5 - 33.7 33.7 -75.0 70.0 -75.0 70.0 -75.0 70A =i5.0 70.0 -75.0 70.0 -15.0 70.0 -75.0 70A -73.3 7.0 - 71.0 70.0 - 67.4 87.4 -90.0 70.01-90.0170.0 -90.0 70.0 -77.1 70.0 - 87.3 67.3 - 63.3 63.3 - 59.1 59.1 -55 9 55.9 - 53.0 53.0 - 50.0 50.0 E 7.(13ASED ON 1/4" TAPCONS OR 014 SCREWS) "0' 8 "1/4- 1/2-V4 XOX" WINDOWS TEST REPORT FTL GLAZING OPTION. D. 7/16" AMI (3/18'HS,. , 1 o HS) ALL "O' SIZES UP TO 60.000" WIDE x 63.0100" HIGH AND ALL'XOX" SIZES UP 10120 000" WIDE x 83.00W HIGH 41 Rwjw r DAL- FJC 3/17173 A RE1115FTABLEOLG.gSSTYPE3ASC F • Ez�t. e � PRESSURES- 0A 1 /4112- 114XOXCONFIG W1NDOM Fie 302= B ADD CdASSTYPE ETO TABLE 6 rs F.K. Plow c NO CHANGE THIS SHEET P.2 ALLIMMI IM CASEMENT MNDOW, IMPACT aen Via*Be� s rsiesc �+r sere �w , Lua""A Tumor. P.E. FK 12117A72 CA-740 NTS 8 d 12 %Q4.S -8 Ci llE#5BMi -Wr.0 ru.0 I -au.v iu.0 I -yu.0 I iU.v -NU.Ul ru.0 -81.2170.01-7&7 70.0 -70.3 70.0 - 66.8 86.8 -83.5 63.5 - 60.5 60.5 - 58.7 55.71-48.7 48.7 -45.4145.4 -50.0 50.0 -46.1 46.1 - 44.2 44.2 - 42.2 422 -40.1 40.f - 38.0 38.0 -36.2136.2 . .. -75.0 70.01-75.0 70.0 -75.0-170.0 -45.0 70.0 - 75.0 70.0 -75.0 L70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 • • -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70.0 -71.1 - 88.5 86.5 -83.0 8:i.0 -60.0 �.0 - 57.3 57.3 • see - 58.2 56.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 -45.3 45.3 - 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 - 35.9 35.9 • • • .• .•. -75.0 70.0 -75.0 70.0 -75.0-70.0 - 75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 009:06 • -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.9 70.0 -75.0 70.0 -70.1 -85.4 65.4 - 61.8 61.8 - 58.1 591 - 56.4 56.4 • i •' • • • - 57.1 57.1 -46.4 46.4 -43.3 43.3 17.5 47.5 -43.9 43.91-42.2 42.2 - 40.8 40.$ - 39.1 39.1 -37.2 37.2 -35.4 35.4 • • -75.0 70.0 -75.0170.0 -75.0170.0 =�5.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 775.0 70.0 - 74.3 70.0 -70.8 70.0 ' • " • • • -90.0 70.0 -90.0170.0 -90.0170.0 -84.3 70.0 -72.5 700 - 68.4 58.4 - 63.6 63.8 -�.1 80.1 - 57.5 57.5 -54.8 .54.8 " "• • • , • -56.2 56.2 - 44.8 44.8 -42.1142.1 -�6.2 48.2 -42 5 42 5 -41.2 41.2 - 39.8 39.8 - 38.5 38.5 -.7 36.7 - 34.8 34.84s�e • • •• -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.0 70.6 -75.0 70.0 -73.3 70.0 -69.6 89.6 ,� • -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 700 - 66.7 66.7 -61.8 81.8 -58.7 58 7 - 55.9 55.9 -53 2 532 4 .. - 55.0 55.0 -43.4 43.4 -40.9 40.9 -�4.8 44.8 X1.3 413 X0.2 40.2 -38.7 38.7 -37.6 37.6 - 36.1 38.1 -34.2 34.2 �4 • • • • 75.0 T0.6 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70 0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 72.2 70.0 -�.4 68.4 -90.0 70.0 -90.0 70.0 -80.0 70.0 -79.4 70.0 - 69.0 690 - 64.9 64.9 �.4 60.4 - 57.3 57.3 - 54.5 54.5 -51.6 51.6 txr • • ti53.4 53.4 -42.2 422 - 39.7 39.7 13:5 43.5 -40.4 40.4 -39.2 39.2 - 37.6 37.6 -36.7 36.7 - 35.5 35.5 - 33.7 33.7 -75.0 70.0 -75.0 70.0 -75.0 70A =i5.0 70.0 -75.0 70.0 -15.0 70.0 -75.0 70A -73.3 7.0 - 71.0 70.0 - 67.4 87.4 -90.0 70.01-90.0170.0 -90.0 70.0 -77.1 70.0 - 87.3 67.3 - 63.3 63.3 - 59.1 59.1 -55 9 55.9 - 53.0 53.0 - 50.0 50.0 E 7.(13ASED ON 1/4" TAPCONS OR 014 SCREWS) "0' 8 "1/4- 1/2-V4 XOX" WINDOWS TEST REPORT FTL GLAZING OPTION. D. 7/16" AMI (3/18'HS,. , 1 o HS) ALL "O' SIZES UP TO 60.000" WIDE x 63.0100" HIGH AND ALL'XOX" SIZES UP 10120 000" WIDE x 83.00W HIGH 41 Rwjw r DAL- FJC 3/17173 A RE1115FTABLEOLG.gSSTYPE3ASC F • Ez�t. e � PRESSURES- 0A 1 /4112- 114XOXCONFIG W1NDOM Fie 302= B ADD CdASSTYPE ETO TABLE 6 rs F.K. Plow c NO CHANGE THIS SHEET P.2 ALLIMMI IM CASEMENT MNDOW, IMPACT aen Via*Be� s rsiesc �+r sere �w , Lua""A Tumor. P.E. FK 12117A72 CA-740 NTS 8 d 12 %Q4.S -8 Ci llE#5BMi E 7.(13ASED ON 1/4" TAPCONS OR 014 SCREWS) "0' 8 "1/4- 1/2-V4 XOX" WINDOWS TEST REPORT FTL GLAZING OPTION. D. 7/16" AMI (3/18'HS,. , 1 o HS) ALL "O' SIZES UP TO 60.000" WIDE x 63.0100" HIGH AND ALL'XOX" SIZES UP 10120 000" WIDE x 83.00W HIGH 41 Rwjw r DAL- FJC 3/17173 A RE1115FTABLEOLG.gSSTYPE3ASC F • Ez�t. e � PRESSURES- 0A 1 /4112- 114XOXCONFIG W1NDOM Fie 302= B ADD CdASSTYPE ETO TABLE 6 rs F.K. Plow c NO CHANGE THIS SHEET P.2 ALLIMMI IM CASEMENT MNDOW, IMPACT aen Via*Be� s rsiesc �+r sere �w , Lua""A Tumor. P.E. FK 12117A72 CA-740 NTS 8 d 12 %Q4.S -8 Ci llE#5BMi IUIPARATIVE ANAL.YS TA6LE 8 ED ON /40 TAPCONS OR #14 SC R 13.1 lr3X0rWlNBM TEST ROME FT3 -359 A 511W LAMIJIMMIMM -XO' Ixor 26000 31.000 F 38400 38.375 000 .625 54.000 57.000 60. 63.000 WIDTH M .!EQ POS NEG POS NEG I XW NEG POS Nm Nee 37.000 55.500 A 75.0 700 75.0 70.0 75.0 700 -75 Q 70.0 75A 70.0 75.0 70.0 -750-700 75.0 700 -76.0.70&0 1-75.0 75.0 70.0 -75.0 70.0 48.000 72.000 A 750 70.0 75.0 70.0 75.0 70.0 -75.0170.0 75.0 700 -75.0 70.0 75.0 700 75.0 70.0 -76.0-70.0 75.0 70:0 •75.0 70.0 49333 74.000 A -75.0 70.0 75.0 70.0 75.0 700 75.0 700 75.0 70Q 75.0 70.0 75.Q 70.0 -75.0-70.0 75.0 70.0 70.0 -750 700 53.125 79.688 A 700 70A 75,0 700 760 70A 750 704 7&0 700 75.0 70.01-75.0 70.0 -75.0 700 -72.1 70.0 - 69.5 69.5 -87.6 67.5 SM0 84.000 A 750 70.0 750 70.0 75.0 70.0 750 70.0 75.0 700 75.0 70.0 71.9 70.0 -87.7 87.7 -84.9,84.9 -82.7 82-T -60A 60.4 6ti -000 90 -� A - 75.0 700 75.0 70.0 7&o 70.0 - 75.0 70.0 75.0 70.0 -884 88.4 -53.9 83.9 -60.0 900 -68.5 58.5 4582 6682 -53.4 63A 64-OW 96.000 A 75.0 70.01-75.0 70.0 -75.0'70.0 75.0 70.0 71.1 70.0 431.8 61.8 58.9 58.9 -56.1 56.1 - 53.8 53.8 - 50.4 50A -47.7 47.7 67.333 101.000 A 75.0 70.0 75.0 70.0 75.0 70.0 -75.0 7 &0 -W.4 68 4 - 582 582 -65.8 55.6 52.8 52.8 - 49.4 49.4 45.9 45.9143.1143.1-1 70.917 106375 A - 75.0 70.0 75.0 70.01-75.01704.1141 70.0 -81.8 81.8 -55.1 55.1 - 519 '51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40 3 72000 ld&000 A 75 0 70 0 75.0 700 -75.0 700 704 TO.0 -M.4 80.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -422 422 -39.T n3917 74.000 111.000 A -750 70.0 780 70.0 73.7 70.0 - 87.9 67.9 - .ri9.0 59 0 -52.8 '32.8 -49.9 49.9 46.4 46.4 - 43.5 435 -41.1 41.1 - 38.6 ABLE 9. ON 114• TAPCONS OR #14 'XO' ar "07N & 0113-113-1)3=0 WINDOWS REPORTS: F7.3582, F L -372: GLAZING OPTIONS: B 5118' LAW (118'HS,.oM,lM4S) E.13/16- LAMI (11V1IS,3/8- SPACE,5(16' LAMI -Wi lWM,.0W,1/80HS) ALL "XO' OR'OX -SIZES LIP TO 74.00(0 WIDE x 63AW HIGH AND ALL'113- 1/3-1/3 XOX- SIZES LIP TO 111.0 " WIDE x 63.0000 HIGH -75.0 70.0 ABLE 10. BASED ON 114" TAPCONS OR 014 SCREWS) -w or -OX- & '113.113 -113 XOX- WIN WS TEST REPORT: ?TT-M& GLAZING Ogii(h'4: C. 7i16' LAMI (3116- A,- dW,3115"HS) ALL °XO" CR -OX' SIZES UP TO 74.CM WILE x 83.0011:' HIGH AND ALL - 113 - 113.113 XOX° SIZES UP TO 111.000' WIDE x 63.0W HIGH - 90.0 70.0 MOTE fF USING 3118" TAPCONS OR 412 SCREWS CESIGN PRESSURE FOR OW OR'O)V AND "XOX" WINDOWS IS UMITED TO 41.3 P.S.F. &Mw A A I IREWSE TAaLf 8, &AESTrae a ` ` P :- PRESSURES- iCt7, OX, 1I�1I3- '"'� r raw ou I ADD G�lAnr/?EETc ",REd A �r- 7116W : :C c° • °" J J G?R �E 7Z14 SS T A 3, 3 X O X X 0 O X • • e 0000• • •00.00 • 0000 • aY Cal�g'i"0, Gam' .- `.'..• 0 • i f7it}:3}. f•�C • • hagttae ���• E:r-at'i� " iBg � • • •• 0 •••• • XOX WA DOW f, iMPACT 0 i 8 Ic i ^.ecltatt� COMPARATIVE ANALYSIS TABLE 11. BASED ON 114" T NS OR M SCREWS "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: L -3580 ,. FTL -3582 E. 13/16" LAMI 118 "HS 318" SPACE 5116" LAAIIi- W1118"HS .090 118 "HS FTL -3729 lxOX" VENT FIXED 26.000 36.00 36.375 43.000 48. 50.825 54.000 57.000 80.000 .000 WIDTH WIDTH WIDTH WWPOS NEG POS NEG S NEG 69.264 19.125 31.014 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 =74.1 70.0 - 64.9 64.9 - 60.6 60.6 - 58.1 58.1 - 56.1 56.11-53.3 53.3 - 50.5 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70,0 -90.0 70.0 -9D.0 70.0 490.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 E 86.919 24.000 38.919 A 75.0 70.0 -89.1 69.1 - 63.4 63A -W.5 56 5 - 50.4 50.4 -47.5 47.5 - 44.1 44.1 -41.8 41.6 - 39.2 39.2 - 36.9 B E -75.0 70.0 -75.0170.0 -75.0 70.0 =75.0 70.01-75.0 70.01-76.01 70.01-75.0 70.0 775.0 70.0 - 75.0 70.0 -73.8 C -90.0 70.0 -90.0170.0 -90.0 70.0 -9C.0 70.0 -90.0 70.0 -90.0170.0 -90.0 70.0 -90.0 70.0 -89.4 7D.0 -85.2 70.0 95.973 26.500 42.973 A -75.0170.0 -60.5 60.5 -57.2 57.2 -62.1 62.1 - 55.2 55.2 -52.6 52.6 - 49.1 49.11-46.2 46.2 - 43.6 43.6-41.1 41.1 BE -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.01-75.0 7D.0 -75.0.70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 =W.0 70.0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9170.0 -77.2 7D.0 -73.1170.0 108.649 30.000 48.649 A -75.0 1-90.0 70.0 -53.5 63.61-50.4 60.4 - 54.5 54.5 -50.7 50.7 -48.2 48.2 - 44.9 44. -42.0 420 -40.1 40.1 -W-0 38.0 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 7D.0 -75.0 70.0 C 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -84.7 70.0 -79.5 70.0 -73.6 70.0 -69.7 69.7 -66.3 68.3 - 63.1 63.1 115.892 32.000 51.892 A -75.0 70.0 - 49.9 49.9 -46.8 46.8 -51.3 51.3 -47.4 47.4 -45.5 46.61-42.7 427 -40.7 40.7 -38.6.3B.6 - 36.6 36.6 BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0--75.0 70.0.-76.0 7D.0 -73.2 70.0 C -90.0 70.0 -90.0 70.0 -90.0,70.0 -90.0 70.0 -78.6 70.0 -73.2 70.01-68.3 68.3 - 64.8 64.81-61.4 61.4 - 58.8 58.8 122.000 33.687 54.627 A -75.0 70.0 -47.3 47.3 -44.0 44.0 -48.4 48.4 - 44.7 44.7 -42.8 428 -41A 41.4 -39.5 39.51-37.5 37.5 - 35.7 35.7 BE -75.0 70.0 -75.0170.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.01-76.0 70.0 -75.0 70.01-74.9 70.01-71.4 70.0 C -90.0 70.0 -90.0170.0 -90.0 70.0 46.8 70.0 -74.0 7Q0 -69.4 69.41-64.7 64.7 -61.0 61.0 -58.4 53.41-55.7 55.7 123.135 34.000 55.135 A -75.0 70.0 - 46.8 46.8 -43.6 43.6 -47.9 47.9 -44.3144.3 -42.4142.41-41.1141.1 -39.3 39.3 -37.3 37.31-35.5,35.6 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0170.0 -76.0170.0 -75.0 70.0 74.6 701.0 -71.0 70.0 C -90.0 70.01-90.0 70.0 -90.0 70.0 -55.0 70.0 73.1 70.0 -68.8168.8 -64.11S4.1 - 60.5 60.5 -57.9 57.9 -55.2 55.2 126.000 34.791 56AIS A -75.0 70.0 - 45.5 46.5 -42.6 42.6 -46.7 46.7 - 43.1 43 -41.6 41.6 -4021102 -38.7 3B.7 -w.9 36.9 -35.0 35.0 B E -75.0 70.0 -75.0 70.0 75.0 70.0 75.0 70.0 -75.0 7Q0 -75.0 70.0 -75.0170.0 -75.0 T0.0 73.7 70.0 -70.1 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -&.8 70.0 -71.3 70.0 -67.3 3 -62.5 62.5 -59.2 59.2 -56.5 56.5 -53.8 53.8 130.000 35.896 58209 A -74.4 70,0 -43.6 43.6 -41.2 41.2 -45.1 45.1 -41.5 41.5 - 40.4 40.4 - 382 38.9 -37.7 37.7 - 36.2 36.2 -34.3 34.3 =BE -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70 0 -75.D 70.0 -75.0 70.0 75.0 70.0 -72.4 70.0 - 68.6 68.6 C -90.0 70.0 -90.0 T0.0 -90.0 70.0 -79.9 70.0 -69.3 693 - 65.3 65.3 -SOB 60.6 -57.6 57.6 - 54.7 54.7 -51.9 51.9 130.378 36.000 58.378 A -74.3 70.0 -43.5143.5 41.0 - 45.0 45.0 -41.4 41.4 -40.3 40.3 - 38.8 38.8 -37.6 37.6 436.1 36.1 - 34.3 34.3 e E 1-75.0170.0 -75.0 70.0 70.0 -75.0 70.0 76.0 70.0 -75.0 70.0 -750 70.0 -75.0 70.0 72.3 70.0 - 68.5 68.5 C -90.0 70.0 -90.0 70.0 70.0 79.6 70.0 -6'9A 69.1 -65.1 65.1 -60.5 60.5 - 57.4 57.4 - 54.6 54.6 -51.7 51.7 134.000 37.000 60,000 A -72.9 70.0 -42.2 422 P-76.0 39.7 - 43.6 43.5 - 40.4 40 4 - 39.2 39.2 -37.7 37.7 - 36.7 36.7 - 35.5 35.5 - 33.7 33.7 B E -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -750 70.0 -73.3 70.0 71.0 70.0 -67.4 67.4 C -90.0 70.0 -90.0 70.0 70.0 -77.1 70.01-67.3167.31-63.3163.3 -59.1 59.1 - 55.9 55.9 -53.0 53.0 -50.0 50.0 I 'XO" 8 "OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. x ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x63.000" HIGF WITH 37.000" MAX. VENT NOTE: IF USING 3116' TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND 5X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. FtcQBj sinAa9 ` WASE TABLE 11, cuss TYPES AG 111p:1 T PRESSURES UNEQU) ro7oTEQM "GGY PAW F.K 9� B ADO GLASS TYPE E TO TABLE It NOXOM. FL 99776 TAW - 91-MT A7 PO. BOX un 04440 1 NMI I 8 + 12 x o x UNEQUALUTES X O UNEQUAL UTES O X UNEQUAL UTES •wee• ••e.+ee • . .. • e •e•e PROOt3Cf NP:YL'SfiD .s cem wilh4tily, R'�� OwAft Cc& Ampmwa�to 2 E ien Omie e 139 HadeP�itaC� e •• 70.0 .� if ?. /b!/ 3 r, IMPACT _ was A TUM, P.E. FTNUM AN" meamrftd ••••e • • • MAX. HEIGHT (SEE SHTS. 3 & 4) 87 REFERENCE "XT & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 •r ' � ... 40 41 as MAX. VENT s MAX. FIXED LITE DAYLIGHT DAYLIGHT OPENING— OPENING s (SEE SHT. 3) (SEE SHT. 31 MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION .OPERABLE UNIT —MAX. WIDTH (SEE SHT. 3) - HORIZONTAL SECTION - XOX 0 REFEREENCE ASSEMBLY DETAIL, H0 FRAME 0 REFERENCE "XX "FRAME Ac2!er_Rnat v nK'TAll Cl4FFT 1A HORIZONTAL SECTION - XX HORIZONTAL SECTION - X VERTICAL SECTION FIXED UNIT - 7110/U3 vlm? ro rw Kaoles FL3WV PA aqx 9828 NaKMW R 3W4 ULWfWUVUM Vr%Q=Vl=fVI YIUrLJVyr, xwfvrsw L1 ATww. P .E. r aor an+•w PEYSBTDt CA-M NTS 9 d i2 7048-8 C mwjmrkw *see • • FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MAT'L: W63-T6 3" APART AT MID -SPAN "X" FRAME JAMB / r— °X° FRAME JAMB NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP n It OR BOTTOM RAIL "XX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS #12x1 PH TEK SMS (2) PER CORNER FRAME ASSEMBLY 13" MAX. O.C. W/ (2) SCREWS TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN SASH FRAME "X" FRAME JAMB "O" FRAME JAMB SIDE RAIL �I 1 SASH FRAME ASSEMBLY DETAIL "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAMI moron +MV-1 ru ien Du cnac MAIN FRAME ASSEMBLY DETAIL 10 >oGyDR NCXMM FL P .). BOX I= MOCA99 FL 3W4 .062" 2.919° NOM. i i , 2.764° ----� OFRAME HEAD, SILL, JAMB MAIL: 6063 -716 DWG# 70112A 434° I I 2.654" .062° NOM. 1.159" �--� 2.139" ( 5 )BASH FRAME HEAD, SILL, JAMB �--� MATL:6063 -T6 DWG# 7003A 3.544° .062" NOM. Il .436" 1 2.7840----4 OFIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -76 DWG# 7005A a CA-M I NTS 1 10 a 12 1 7045.8 8 wjcT idEVA" o C ��t�th�Ri6�idr nae �• • g9 • Lum A.Tumer. P.E. MUM "oo• • 1155 7017 7009 7024 7026 U 71! P JAMBS 15 70B 5 710x12FP 010 X .500 PH. PHL 'TIE BAR AbliFMl3LT 16 7028 5116° LAMINATED (IBA & IAW GLASS) 30 MAXIM DYAD OPERATOR 17 7027 75 MAXIM DUAL ARM OPERATOR 18 7030 7003A OPERATOR GASKET 19 7031 791PQA 7/16" LAMINATED (3/16A & 3/16M GLASS) BACKING PLATE 2n 1.090 INNER LAYER - SOWTLA OR DUPONT P" 83 Y8-32 X.375 PII. PET. TYPE B 26 DWG # 710x12FP 010 X .500 PH. PHL 73 7025 ME ASS-Y. TUBE 5116° LAMINATED (IBA & IAW GLASS) 30 7016 .090 INNER LAYER - SOLIITIA OR DUPONT PVB 75 70834A 3116" LAMINATED (I/M & 1BHS GLASS) 31 7003A 090 INNER LAYER - SOLUI1A OR DUPONT PVB 81 1155 791PQA 7/16" LAMINATED (3/16A & 3/16M GLASS) 32 7010 1.090 INNER LAYER - SOWTLA OR DUPONT P" 83 7007 7/16" LAMINATED (3116HS & 3 /16HS GLASS) 33 7047 67407 _n9n WATER LAYER - SOUJTLA OR DUPONT PVB V46 1 II 55 71 1 7019 72 1 7018 fF.K 3H7A3 Rr F.K 3/15A3 FK 7/1493 ummuja DAL. FFX 12H?,, 2 ITEM DWG # PGT. DESCRIPTION 73 7025 ME ASS-Y. TUBE MAXIM SINGLE LOCK 74 7016 SWOI.ELOCK KEEPER 75 70834A 08 X.750 QUAD FN SMS 80 7003A FIXED WINDOW FLAME - HEAD. SU & LAMBS 81 1155 791PQA 08 X 1 QUAD PN SMS 82 7010 PMED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GIAZLYG BEAD 13116" LG.) 86 13/16" 10. GLASS (1B"EVA "AIR SPACEN169L AMI) 5/16" LAW (2 LITES OF 1/8-HS GLASS WITH AN 1.090 INNER LAYER- SOLUTIAOR DUPONT PVB .706" 1 .050" —p- .865" 40 5/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" 1 .350" .865" —Ff &7/16" GLAZING BEAD MArL: 6063 -T6 DWG# 7042 .f ---{ .993" 289" 74 � .040' ( 83)INSTALLATION HOLE COVER (-- .172" MATL: 6063 -T6 A DWG# 7007 .674" ow" -569" 13/16" GLAZING BEAD MAIL: 6063 -T6 DWG# 7047 .125" .062" 1.124' t KEY ,040" -i 1.000" .093 67 CASEMENT FRAME 423" ASSEMBLY TUBE CASEMENT SCREEN FRAME MAIL: 6063 -T6 .J DWG# 7004A MATT: 6063 -T6 DWG# 7006 .SERRATm. ME ASS-Y. TUBE ' Tm PLATS - - — 1070 Tl rFINOLOliY0R7V6 • •� • • v `••• • °• ••• • • • •��•••• ••• LO. &AW 6 C�lAZM BEAD NORM= FL3Wa A P� � � ALUMINUM CASFMFMWINDOW, IMPACT E Tilt 099-T NOlf . BOX 947I4 1Jbi*$euer aarc 4�rVwi �e CA-740 NTS 11 a 12 704" -8 C Luca A. Tumor. P.E. PE088201 ma 2.701" PRODUCT REVUE 0 OMPIOVA tidu0 B.idm cok • • I A-cceldsacc No sL' POd�at - - — 1070 Tl rFINOLOliY0R7V6 • •� • • v `••• • °• ••• • • • •��•••• ••• LO. &AW 6 C�lAZM BEAD NORM= FL3Wa A P� � � ALUMINUM CASFMFMWINDOW, IMPACT E Tilt 099-T NOlf . BOX 947I4 1Jbi*$euer aarc 4�rVwi �e CA-740 NTS 11 a 12 704" -8 C Luca A. Tumor. P.E. PE088201 ma APPROVED WOOD BUCK 1 12" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS ;. Ill � I i(,i�► 1 1/2' MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 12" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 114" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4h APPROVED WOOD BUCK LESS THAN 1 1 /2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 114" TAPCON (SEE NOTE 1 BELOW (' AND SHEET 1, NOTE 4)—� NOTES: IBM APPROVED WOOD BUCK 1 12" OR MORE THICK (SEE NOTE 2) 114 #12 OR #14 1 114' MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 11/2" THICK 114" MAX. SHIM 3/16° OR 14" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 '19"L MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1. USE ONLY MIAMI -DADS COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 12" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 12" THICK TO BE 'ENGINEERED BY OTHERS. I TEW"OSYF7 M NQKMFL3f= NABS R SW4 APPROVED WOOD BUCK LESS THAN 11/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 114" TAPCON J (SEE NOTE 1 BELOW III AND SHEET 1, NOTE 4) < <. I I •� r 11/2' MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 112" OR MORE THICK 1114" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 12" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 114" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE 04-?48INTS I IR d 12 1 7045.8-, 12 1 7045 -0 PRODUCTREN • - , ;�-r "7Io/ 3 U=s ATUNW, P.E. PE RUM • b • M1 •g • Hill I III s ■ • • • J: ,' 1 remit: .-j �--- , r 4 70.000 88.7 1 -75.0 -75.0 -75. 88.7 1 -74.8 1 88.7 1 -73.8 1 88.7 1 -72.3 I .... • • • • 1— 74.000 .7 1-75.0 1 0.7 1 -75.0 .0 .6 2 ••••• •••• ' "Flt t TE TAB ..... .k FAVO F'69WWW IME 3 • .... A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI—DARE COUNTY). 8 0? van • •• • •.�. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES o.v►wa ASTM E 1300-98 (AND ASTM E 1300 -94 OUTSIDE MIAMI—OADE COUNTY). 14' GLASS TYPE COMPARATIVE ANALYSIS C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI —DADE COUNTY. { 1 It' 11� tom t ouar oaue wta�ws. n �a "�' ALUMINUM HORIZONTAL SLIDING WINDOW P& so-w.r PA Box F'�• NS -710 NTS jam2m me 6 lwgsdv ft 4 112 G S /IS- LAMINATED 13/16 NDLI. // STRENOMENEDD OLASB .060 SAFm KW /SAFE w1QA m ® OR DUPONT PYB 6RER LAYER 1/6- ANNFAW OR NEXT SIRENWENED CLASS 31W AM SPACE 1/6- FEAT QED 1 'I. CLASS WE 1". 977 m. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/6' ANNEAL QM SAfL{ /KEEPwE MA1imm .�. !1- ® 1 symponom GLASS 1/r AWAM am P J� SOLDVaEPSWE YAMWLQ 4 /OJ ! le La • 0000 N,4� I/02 «�5 Mi 0000 • • • Imm • • e /1 16 fjlC/ ��r SECTIONS & GLAZING DETAILS f lI 107o repero►oCr DANe A0° _ , n 34j ALUMINUM HORIZONTAL SLIDING P8*� 0 n t�* 1 m"s -710 NTS 3 6 4112 r • • • 0000•• 0000• • 0000• 0000•• • 0000•• 0000 • • GL AZILVG DETAILS: 511 S' {,350) LAMINATED GLASS • • • • • • 0000 • • 0000• 0000 • •o 0000 F.K. I Z9 wx r 0900• • F 7 17Sti'N! • ••0• 4 /OJ ! le La • 0000 N,4� I/02 «�5 Mi 0000 • • • Imm • • e /1 16 fjlC/ ��r SECTIONS & GLAZING DETAILS f lI 107o repero►oCr DANe A0° _ , n 34j ALUMINUM HORIZONTAL SLIDING P8*� 0 n t�* 1 m"s -710 NTS 3 6 4112 r • • • 0000•• 0000• • 0000• 0000•• • 0000•• I MAX 11 r RDlJ61i �'S E--MAX MNng eoe M A x.11 a' • i .migh, _� Aw MEMO •9 • s s • 0000• 9 0000 • • 1 � 0000•• 0000 0000 0000••. 0000•• �•.••• ploo •�••� .NG f �fffidGtSS 0000••• • 2.710 • • =a VERT{CAL SECTION � .. 0000 . . 00 • � SECTIONS & GLAZING DETAILS ALUMINUM HORIZONTAL SLIDING WINDOW L tY•4 P8 e FL 3U74 &•br NS -710 N- - 4 �► 6 Aodp K& AY• 4112 � 0000..•• • • • 0000••• • • •0009. 0000••• 0000••• ..0000.•• • • •000•. 0000.. 0 .* . r, smm APPROVED WOOD NOTES: 3.) {SEE NOTE 3.) (S 1. USE ONLY MUIMI- 1710E COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT. M -1969 & FR. -3740 3. 967AL AIM OF 201 WOOD MM TO THE 5UMtRATE ENGINEERED SEPARATELY AND TO BE REMiWED BY BUILDING OFFKML 1 1/4' MIN. 4. WrAUATM OF ix WOOD BUCK TO THE SUBSTRUE TO BE 0401NEERED p SE AMELY. H7 1/4 . j i/4' MAX. SHUR I r 1 1 /4' MO 1/4' MA%. SM -+{ 1 1/4' MIN. �1a woo sc�vr ® jl TYPICAL HEAD SECTION WOOD ANCHORING .•,.., /12 W000 SCREW &31',r TAPCON (SEE NOTE 1) r " &//�� © #12 WOOD SCREW APPROVED APPROVED • • • • • • • • %16' TAPCON WOOD BUCK 2x WOOD B= • • • (SEE NtiTE 1) (SEE NOTE 4) {SEE NOTE 3) • • • i • • e i • TYPICAL JAMS SECTION TYPICAL JAMBt�fib14 SUBSTRATE ANCHORING WOOD AN�1�1�1•• • 9999 • • 1/4' MAX. �� • • • • • smm S1•iIM 1/4• MAX r _ •:••: ••e••• __-IL •• � } • •• 9999 1 1/4' MIN. Mr 029M wo . • "• ~ 1 1/4' MIN. . F 7 8 wvmn • 9999•• movir s` .1 '! .';. 1 •�.: ..:. �, �___L 403 - CM 06 '3T • • •••• APPROVED a %OII 3 4 • • • • • •: • at WOOD BUCK / �/ + �+B • • (SEE NOTE 3.) 1 /' TYPICAL SILL SECTION TYPICAL SILL SECTION IANCHORAGE SUBSTRATE ANCHCRJN G WOOD ANCHOR NG �(1��1 „ow ALUMINUM HORIZONTAL SLIDING WINDOW t�ob•ttgM4 P8 PA. Belt 98w MOKUM P- 34M NS-710 fdTS lows' w 6 4112 G 9999•• • •• 90.000 •0000• • • i•••• 000*0 •••9.9 • • • •099•• 0 • ••0••• • • 29 r .0621 —•{ ++— .705 .062 L 1.349 2.784 1.187 .062 062 1.187 1.291 1.970 1.403 1.403 1.08'1 --�i i•� .737 Q SASH MEETING RAIL SASH SIDE RAIL 2 AXED MEETING RAIL 6063 -T5 ALUM. Q FLANGE FRAME JAMS 6063HS -T54 ALUM. 6063HS -T54 ALUM. 6063 -T5 ALUM. 062 1.057 -+� .062 -.E- .723 1.373 .688 -�i �-� 4'. 1.273 .050 6 WIND LOAD ADAPTER 2.710 - ^ 0 5/16° GLAZING BEAD O UM T5 AL. 6063 —T5 ALUM. 6063 — ORANGE FRAME HEAD 6063 —T5 ALUM. 082 j �}- �-- 1.087 --�- T -- i 1.183 �o 2.074 1.349 13/16" GLAZING BEAD Fit .062 6063 —T5 ALUM. F , SASH TOP & BOTTOM RAIL now as 6063 —T5 ALUM. 0 FRAME SILL ADAPTER A 1110— 6063 —T5 ALUM. I, + �q � �l �� C ' r ,o" AL UM t REFERENCE TEST REPORTS. FTL -1969 & FTL -3740 lI WnW2 Pa W ,., twat, ft bra I HS -710 M7-S 1 6 M 6 1 4112 0000.. • • 0000•• 0000•• 0000. 0000. 00.00. • 0000•. •0000• • .062 --* 1 a 2.094 1.'12'`2' i �+ 2.710 0000 • • FLANGE FRAME SILL • • 0 000: 6063 —T5 ALUM. • • 0 0 00 0:0 wwrrcr 000:00 • 0000•• • 0000 0 . . •••• . .. •• • •• Soso �z 0!s sir 60:0: • • • 0000 •• • 0000 0• M7-S 1 6 M 6 1 4112 0000.. • • 0000•• 0000•• 0000. 0000. 00.00. • 0000•. •0000• • C) �v Building Permit Permit Number: BP2002 -1600 Page 1 of 1 MARGARD ELIZABETH 102 ST Contractor's Address: Legal Description: DUNNINGS WATERWAY P13 114-46 LOT 1 BLK 1 LOT SIZE 10379 SQ FT OR es. Description Amount FEE2002 -5176 CCF ' $0.60 FEE2002 -5177 Building Permit Application Fee $60.00 FEE2002 -5179 Buildier's Bond $300.00 Total Fees: $360.60 Permit Status: Approved Permit Expliation: 3/15/2003 Construction Value: $200.00 Work: REPAIR DRIVEWAY RESURFACE WITH ASPHALT Total Fees: $360.60 Total Receipts: $0.00 If there Is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re-inspection fee is $50.00, which must be paid in advance befnrA 'Pall:...- _ -- - Allon. • I�f • r he equipment or device described In the application herefor in strict compliance with all with any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or. f the plans are changed without :tor or builder named above assumes the responsibility for a thorough knowledge of the igs,or in the statements or specifications and that he assumes responsibility for work done BY: compliance with all ordinances;and regulations'pertaining thereto and in strict conformity s Village. In accepting this permit 1 assume responisibility for all work done by either BY: Miami Shores..Viilage tZ--UI050 NE 2nd Avenue t- Phone: 305 - 795 -2204. Printed: 9/16/2002 Applicant: ELIZABETH Q Owner: MARGARD JOB ADDRESS: 1491 NE l Contractor Local Phone: Parcel # 1132050350010 Fe C) �v Building Permit Permit Number: BP2002 -1600 Page 1 of 1 MARGARD ELIZABETH 102 ST Contractor's Address: Legal Description: DUNNINGS WATERWAY P13 114-46 LOT 1 BLK 1 LOT SIZE 10379 SQ FT OR es. Description Amount FEE2002 -5176 CCF ' $0.60 FEE2002 -5177 Building Permit Application Fee $60.00 FEE2002 -5179 Buildier's Bond $300.00 Total Fees: $360.60 Permit Status: Approved Permit Expliation: 3/15/2003 Construction Value: $200.00 Work: REPAIR DRIVEWAY RESURFACE WITH ASPHALT Total Fees: $360.60 Total Receipts: $0.00 If there Is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re-inspection fee is $50.00, which must be paid in advance befnrA 'Pall:...- _ -- - Allon. • I�f • r he equipment or device described In the application herefor in strict compliance with all with any plans, drawings, statements or specifications that may have been submitted to not done in compliance with such ordinances or. f the plans are changed without :tor or builder named above assumes the responsibility for a thorough knowledge of the igs,or in the statements or specifications and that he assumes responsibility for work done BY: compliance with all ordinances;and regulations'pertaining thereto and in strict conformity s Village. In accepting this permit 1 assume responisibility for all work done by either BY: APP -ec4ctf iarrai S40re.4 Vill6ae R 10050 N.E. SECOND AVE. MIAMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 ....Fax: (305).766 -8972 COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY WHEREAS, �e74 / /" 90� f,�� d �/ � hereinafter referred to as the Owner ®f the, -_ (owner) following described property: - Legal description/folio #:_ _�� -?205- Lot Block Subdivision D(J61% <,'1�� S' _- Tax Folio 9: requests permission to install: Asphalt, concrete, brick pavers [ ] Landscaping [ ] Other within the public road right of way of &16-- lei S� (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above- mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). SIGNED, SEALED, EXECUTED AND ACKNOWL SIGNED, SEALED AND DELIVERED in the preset �7 4 av Ror...;i Tom. •� aelF ,9QAmo "n 7r,., � Caron SZ Ilitte, ' AFFIDAVIT STATE OFTLOPUDA)' COMM OF DADE) The undersigned Affiant, . 6s 4 does hereby attest that the (property owner) attached survey, performed by $ (name of surveyor's company) performed on is an accurate represeentation of the existing conditions and (date of survey) - - locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit. for the ;- property without first providing a survey less than six (6) months old. The Affiant, as property o%iier.- further agrees to remove or obtain permits for any structures wfiich now may exist on -the property which are not- permitted or which may violate zoning or building code regulations. The Afiiant further understands that the _ existence of any such structures may affect final inspections as applicable to this or other permits.. Further, Affiant sayeth naught. AfiiantlProperty caner 4 W ess(sign and print) Witn iga and print) SWORN TO AND SUBSCRIBED before me this Le day of Affiant is' persona' own to me, _produced °" identification. c ,e�SNY P q dry. oitrn°r et Cpmmiesion # DD135828 :s- Upim Aug. 1% 2005 Bonded TbM P40tic %UdjgCo.,= :�; i «•� :s7,. •;�.,�nL, • �-}�.;,!'�• a i!. ��• u # f • �`• i;� ;: °';� �' _ { _' 3 �+°} ' ' «► ��,.5}, HOW—, fit, % t® • • ,. jj � � • ' �' . ... ` SURVEY NO. ` #��- i�Z�il�t t .. , � � , t ,� � ���d�t ;��t,�:•..'�� r � SHEET OF �• : '� . ,. A. O•iHEPLATTHER • • ••• f EOF AS RECORDED IN PLAT SOOK Ntir • • • • �•� AT PAGE No. ' ... ,. � couY FLORIDA. r/4/ � iq, 3 J40CAVON SCALE 1" — • • '. �,f slcsTCH Alo 1-11,4 t Ul INSURANCE RATE MAP DATED EP 3 ,1972 AND REVISED MARCH 18, 977 PU 18HED BY THE UNITED STATEN , /v 2 , • , I )EPARTM OF HOUSING AND URBAN 7EVELOPM NT DELINEATES THE HEREIN r WITHIN •� . � .. +. �• � TESCRIi�D D TO t3E SI'PUADED '" �a:ci ;. '•. r • :ONE THIS ISA 000 HAZARD I ` •; ?' .__.) -- , h!� 9- 'SU- {"4"x.90- "CAP Tc:;(4'1� s�A wit L c� 3;. Quad 2 j to kh Vii` • . . d. r , r dqQ 'rt ,a. N F , a CIL Ilk Nol tr, iM o s.� ••f(.�. V \\ �� � ��_ C � .. •t +�s°t a't :. t. koT��yF+S' �� /A 1 • e - � J 3:. ttr •r {•• `� •fin rR�:t°*• y:t'i •4wi i_•a _ '°� � i .:�?a • ``� ��"� /� - IY tj 34�t J• t a 'd f .. ry y ...' Z•'F'' r P ' A +. \ r r ` }F ��.�i� y 1. 3• I t ,� j RYt • `, ' rieteb� f*ei y lfiat "{hts olietah of survey of th® dhove.. t�oseritfed� ifii t� Wi and coned the best of knowledge and belief as and platted under my dfreetlon. I �unhhr ceHl . t ar thls. survey Insets the nhlnlrrturn requirements adopted by the A �' L 4 t teas�{,!.n L ors arr,,�� ltie FluiMa LtlrtdA:lgoclatlon: Where!► no ehcrtfachments, except as shown. •a`:J ' Y d� � t% H- td► rY% C l Qom' ,Notes: shbviit. beirlhos are to an assumed msrldlsh`WA *i It shown; #levallons fire referred to N.G.V. Datum.ry,. 3 TO I s 16 Q L,4 N V t:v�v�Y ➢ ]' '' I 0 �• � � x � �• , i'• _'I +: alum MMle � aU►aQS. +K °" �� .{rs.sft�. r� }��? S�T t� t ` � �: r�' ' j,; (. , >.:.�.,� ' kr: •.... F, • �� �'•"it *fks`� �.� °. }Yr��,r"''�• ?£�•'2k.'^rr .J a�-r yt..8':�-•'�•'a.�S'��'r�¢, ,�, _ Master Permit No. _ Subsidiary Permit No. PERMIT APPLICATION INSTRt,"CTIONS - The folloNiing steps must be taken to obtain a permit frorn th e Miami Shores N'illage: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit - red along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. ; ob Address: f 7 � XJ /0 � � /�G %i %l f � 1 Y� � 3e 26 2/ /' Address Apt. City State zip 0� Folio Number �/ �-2� Qf4— a l v Description of Work Aeftf e Ae/y&; 4j4 Lot Block 4 W1 Subdivision PB PG zoning Linear Feet Current Use of Property Square Feet Units Floors Proposed Use of Property AValue of Work Xio- — Bldg Value Tenant Information Tax Assessed/Appraised Value PERMIT TYPE (V) Building Electrical Mechanical Plumbing LPGX Roofing Fence ARCHITECT Name License No. Address Telephone Fax Flood PERMIT CHANGE (✓ ) Ch g. Contractor Renewal Revision Extension PROPERT Y OWNER Name L gl k M/d) ( r ,4 ,) AddreIq q/ v�F to z S 7 kfl¢kl cftveS Home Telephone 3Od-- 7 S-6 Business Telephone!3or 3S ( — (P F.66 Fax J--,73-r% '— ?0 Base Floor TYPE OF MANAGEMENT (.") New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'1 Attachment Other Add'1 Detachment Other ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the streettsidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) andtor Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. -)AVIT - Please rear Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Signature of Owi X1421 Pnnt Name worn to and sul I OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name this /4) day of Sworn to and subscribed before me this day of Notary Public4Ct rpffqodda� 1 ^'� �F ,"I Personally known A OR, Produced Identification Signature of Notary Public - State of Florida SEAL: Personally known Type of Identification Produced: Type of Identification Produced: OR, Produced Identification Page 4 PERMIT APPLICATION FOFFICE USE ONLY ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT ❑ HRS / DERM APPROVAL ❑ BPR APPROVAL (Restaurants) APPROVAL (Commercial (Septic / Sewer) multi-family) ❑ CONCURRENCY ❑ IMPACT FEE ❑ CONTRACTOR REGISTRATION (New Construction) (New Construction) (On File) ❑ OTHER ❑ OTHER (Specify & Attach) (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village $ Bond Metropolitan Dade County (C.C.F.) $ (sq.ft. = x/1000 x 0.60) Inspector State Educational Fund $ (0.005/sq.ft.) State DCA (Radon) $ (0.01/sq.ft.) Code Enforcement Fine $ Zoning Review $ Notary $ k 4w) TOTAL a � 0 - 1 0 ME ME D BY: DATE: SECTION ION BY Zoning -Y/I- 4/6 Electrical Mechanical Plumbing Fire Public Works Structural Building Official Revised July 2001 10050 N.E. 2- AVE., MIAMI SHORES, FL • (305) 795-2207 • FAX (305) 756-8972 • http://www.miamishoresvillage.com Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TY1,1" QTY. Service Repair A/C Central 1 -3 Ton Paint Booth Fan Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Barbecue Fire Pump Process/Pressure Piping Outlet, Switch Cap - Fixture Signs Fireplaces, Number of A/C Central 8 -15 Ton Fixture - Fluorescent Oven Gas - Appliance Space Heater (kw) Pump, Domestic A/C Central 16 -20 Ton Supply, AC Well Fixture Light Cap - Sewer Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Gas - Propane Plugmold/Strip Pump, Re- circulate Subfeeds, No. of Amps Temporary Water Closet A/C Window Clothes Washer FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Grease Trap Garbage Disposal Pump, Sprinkler Range/Range Top Utility - Sewer Swim Pool, Residential Discharge Well Chiller Generators, etc. Receptacles Switchboards Indirect Wastes Clear Violations Relay Repair Heat Recovery Vacuum Pump Refrigerator, Comm. (p/PH) Disposal Temp Sem, Construction Compactor Low -volt, Burglar Refrigerator, Domestic Laundry Tray Temp for Test - 30 days Septic Connection Deep Freezer Water Heater Low -volt, Fire Drainfield, 4" Tile/Res. Renew - Temp Service Septic Tank Demolition Low -volt, Intercom/Teleph. Meter Set (Gas) Repair Circuits Sewer Connection Water Re -pipe Dishwasher Drains, Floor Low -volt, Television Service, Number of Amps Water Service MECHANICAL TYPE QTY. TYPE QTY. TYPE QTY. TYPE Q'1-Y._ Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost -1-1-PE Q'I-Y. Soakage Pit A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Cap - Fixture Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Sprinkler System PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. -1-1-PE Q'I-Y. Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY DATE: ;r MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT % I x APPLICATION FOR ELECTRICAL PERMIT Permit N........ .......... Date........'. »�'° » �.5� ........ .............. Application is hereby made for the approval of the detailed statement of the, plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division , of Miami Shores Village shall be complied with, -whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Addr r... 6V-._ t.»» ............ No.» .... - ..................... . ........... Street ...... .:............................................ RegisteredArchitect and /Dr Engineer ................................................... . »..»......:...». ........... .................... ................................. ....... ............. EmployingElectrician's Name ......... _ .. No .............................. ... .......... Street .:- ........ _....................................... 'Location and Legal D ption Lot ...... » ........................... ................................ Block ..... » .... ».. .......................... Subdivision ................ ............................... Streetand Number where work is to be performed— No............. ..... » .... . .... . .... ». Street .... .Q . Z ........... »... » .:......................... State work to be perforineil and purpose. of budding (By Floors) ......................... ....................... ._» ................................ . New Buildis>C.-A ..... ... .................. .Repairs...................... ...No. of Stories. ................... Remodeling - .............................. Addition .... .:......................... SWITCH -LIGHT -PLUG FIXTURES REFRIG. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLETS OUTLETS* RECE,P *re NO. LAMPS OUT OUTLET OUTLET CONN: HEATER CONN. HEATER HEATER CLIST ibT ' CHECK ®i1 66J� - - ENT. SW. DIST. CAS. SERVICE TEMP. SERVICE PERM. MOTORS 0.1 HP MOTORS 7.5 HP NEON TRANS. RADIO - TOTAI; LIST e CHECK Overhead Service "Underground Size Feeders .» W ..... .....ConduiJ .... k_,..Main SW.. .......... . ....... ». » .... Amps.. .......... ... ..........Main Film .... » » .......... :..». .... Amps Type of Installation —Co duit.... ................... Tubing ....................... B.X.L ................ » ....... Metal Moulding ............... — --- » -------- »..... » ---------- ».. » ...._. Amount Permit $.... /S.L.�.� (Signed), ..:.....».. ». __._........._...:.. of ». . .................. ... ........._............ » »..... ............................. ..........M........, .... ». Electrical Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida orkmea s Compensation Act, being Sectipn 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the pr visions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to. be performed un er this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. F ......... "- - (Signed) ...... Master Electrician. STATE .OF FLORIDA; 1 COUNTY OF DADE: r Before me, the un ersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared » ......................... » .»....... ».. ..................:........... ... ».....» ... ». »... ».»...»..... .................. .» ... . ................ » . to me well known, and w io, being by me first duly sworn, upon oath deposes and says that he is the .... » .............................. » ... » .... ..........� ......... of the above described ce struction, and he has carefully read the foregoing application, and that he did sign the same, and that all facts.,, therein by him stated are true. » ... ............................ mmissioa .Eap....... ............................... ................................... tary-Public, State »o£ NOTE: A re inspe bn fee of $1.00' will be made when such re�in',spection is made necessary by improper notice for inspection, or fault} ' materials and /or workmam ship. i Permit Application is hereby made structure herein described. and all provisions of the La of Miami Shares Village III building during progress of Owner's Name and Registered Architect and/4 Employing Plumber's Nan Location and Legal Dow Sava and Number when MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Date V'-2 V'-�s /I for the approval of the detailed statement of the plans and specifications hwewith submitted for the building or other his application is made in compliance and conformity with the Budding Ordinance of Miami Shares Village, Florida, ,a of the State of Florida, all ordinances of Miami Shares Village and an rules and regulations of the Building Division II be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at No. /&4 `7 ir "-I - . -1 Subdlvision2� ,ork is to be performed —No- f 62 Z I Street er _—J-60.1— and puzvosme of budding (By Floors)— Remodeling Addition—_.. No. 'of Stories... ...... Size Septic Tack^ Type Of Tank ---Capacity Fed of Drain Fed of Tank or Drain Field from Well— Nature Of Water SuPp<C91_ Well _14ee. -size of Soakage Pit Amount of Permit (Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's I Compensation " being Section 59M, Compiled General Laws of Florida Permanent Supplement, and has como provisions , plied with the prmovisions. thereof, and will require sludle compliance from all contractors or sub-contractors employed by him in the work to be performed under -this P" and will post or cause to be posted for inspection on. the site of the work such public notice or notices as. are required by lNe Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, as are U01005W by PAIII'd Shaees blaster Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly audwrized to administer oaths and take acknowledgments, personally appeared to me well known, and wh being by me Bra dul oath deposes and.says that he b the y swam, upon a of the above described coon, that he has carefully read the foregobs application, and that he did sip the some, and that all facts therein by him stated are being Notary Public, State of Florida NOTE: A re-hopectici fee of $1.00 will be made when Such m4aspeodon is made necessary by improper notice for inspection, or faul /or woffinanship. m7 CLOSETS AT" BATH TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS Y URINALS ATCH SABIN FLOOR DRAIN DRINKING FOUNT*NS w A4 11 FTOTA .. 4. CONTR. LIST CHECK SEPTIC TANK SEWER CONN. DRAIN FIELD, SOAKAGE PIT GREASE' TRAP WAM NEATER DEEP SPRKLR. WELL SYSTEM SWIM•G POOL CONTR. CHECK Size Septic Tack^ Type Of Tank ---Capacity Fed of Drain Fed of Tank or Drain Field from Well— Nature Of Water SuPp<C91_ Well _14ee. -size of Soakage Pit Amount of Permit (Signed) Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's I Compensation " being Section 59M, Compiled General Laws of Florida Permanent Supplement, and has como provisions , plied with the prmovisions. thereof, and will require sludle compliance from all contractors or sub-contractors employed by him in the work to be performed under -this P" and will post or cause to be posted for inspection on. the site of the work such public notice or notices as. are required by lNe Act. The undersigned agrees to employ only such sub-contractors, on work to be performed under this permit, as are U01005W by PAIII'd Shaees blaster Plumber. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly audwrized to administer oaths and take acknowledgments, personally appeared to me well known, and wh being by me Bra dul oath deposes and.says that he b the y swam, upon a of the above described coon, that he has carefully read the foregobs application, and that he did sip the some, and that all facts therein by him stated are being Notary Public, State of Florida NOTE: A re-hopectici fee of $1.00 will be made when Such m4aspeodon is made necessary by improper notice for inspection, or faul /or woffinanship. m7 I� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT PPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described, This application is made in compliance and conformity with the Budding Ordinance of Miami Shores Village, Florida, and all prolisions of the Laws of the Stats.; of Florida, all ordinances of Miami Shores Village 'and all rules and regulations of the Building ivibion of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications mu be kept at building during progress of the work: Date No.- 1(1231 ------------ - - - - -- ., 19 ------ 04 Owner's Name and Address I Guern Constraction Coo 13th Ave/ I No. 10231 street---#-.$ - - — ----- - ------------- Registered. Architect and/or Engineer- - -- _ -- — - - - ----- - ------- - ---- - ------- - - Name and address of licensed contractor - - - -_: Sle0t _48tal 573.N . W. 719t Street - -- -- • ------ ----- -- ----- -------- ---------------- Lomflon and legal description of lot to be built on: Lot---- sub&vwon___. Mad Shores Be. r--- Street and Number whei r1k is to he clon,__1491 N. Be 102nd Street --- State work to be done and purpose of building (by floors) Roofing on_new residenee -- ----------------------- _ - - --------- - -- - ------- - ----- - for no other purpose. New Building - - X ------------- ReLoodeling—_ — ---------- —_ Addition - ----- Repairs-- _--- .- ------- -----. I---- No. of Stories To be constructed of 9A4!t_A_.AKId of foun&tion_____________ Roof Covering--Shingle Estimated Total cost of imprpvements $ - ------ q§Q*1aQ________-Amount of Permit -- ------------ --------------- Zone cubage required-----.-- __� ------- - ----Plan Cubage_____ — -- — _----_--------------------- - ------- ----------- ---- ----- --- Distance to next nearest building - ----- - ---------- — - --------- ---Size of Building Lot---. —.----- _-- •_ -_ -_- --------- ---- - ------------------- I ...... Maximum live load to be home by each floor — -------- -------- i hereby submit all the � ans and specifications for said building. All notices with reference to the building and its construction may be sent • ------------ -- - — --------- ---------- ...... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations its an employer of labor under the Florida en's Coln 'nsation Act, being Section 5966, Compiled Ctneral Laws of Florida, Permanent Supplement, and has complied with the p ovisions thereof, will" require similar compliance from all contractors or sub - contractors ernplo�,ed . by Win in the work to be performed I under this permit; and will post or cause to be posted for inspection on the site of the work such public! notice or notices as are r I by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed tinder this permit. as are licensed Miami Shores Village. Remarks - - - -- (Signed) ---- - -- JW METATJ SPECIALTY C044 y STATE OF FLORIDA, COUNTY. OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ------- - ----- ___ - ----------- — -------- - ----- - — --------- -to me well known, and who, being by me first duly sworn, yon oath deposes and says that be is the ------- ---- - --------- -------------------_---------- --- e of the abov, described construction, fliat e. has carefully read the foregoing application, and that he did sign the same, and that all iacts therein by him ed "t are true. Permit Read, Sworn to and Subscribed Were me. Disapproved DjtteA-, Newry Public, State of Florida (Signed) B i 'din or My Commission Expires - -- - ------ - ---- ---------- --- --- ------- - PLANNINC BOARD----- Chairman - _---- ____ -- _.____._..._• - - -- - - ------- - ----- - --- - ------------ —DATE --------- Member --- — ------------ ...... .......................... MemberMember ------ -- — ------ 4_' .. ....... - ------ - -- - --- I ------ ---------- ---- Member-- ---- ------------- I --------- ------ -- Member - - -------- - - - - -- ----- ------- -- -- -• ----- - --- -- --- - - - - -- ----- Council Approved- _ _ -- - - -- ------ ----- ----- -- — ------- Date Disapproved Date NOTE: A charge o 100 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-hispect ee of 01.00 will be charged when such re-inspection is mule necessary by Improper notice for inspection or faulty materials ancdf/or anship. ERTIFICATE OF OCCUPANCY 11J!![MM SHORES VILLAGE, FLORIDA BURDIrTG DIVISION �T l� O - Miami Shores Village, Florida 7'1 fit Owner, Agi nt or Tenant of Building c f Lo I% gl Subdivisio vyys Street Address O Approved lzse by occupancy... l Remarks: Thu Certiii ate of Occupcmey is issued to the above named for building: at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction', alteration or remodeling of buildings or struc es. o,rs J a . UILDING DIVISION OWNER'S IAME PRESENT ADDRESS LICENSE NO. PHONE NO. Guennsey Gons4r -uctl n Co. , 1 . , 1 1 1023 14 8 3 3 th l�iv� . I I., JOB LOCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION 1 X491 1'7. -. 1021 S G 1 16 1 M. S. Bair Park States GENERAL CON IRA TOR i ADDRESS PHONE NO. LICENSE NO. R. V. Guernsey 11 1 I I �� I BUILDER'S BOND 73 I 2 BUILDING PERMIT NO. D1�5/ ATE PERMIT FE .00 I NO ATE ZONE REQUIREMENT CU. FT. I PLAN CUBE 28l2" CU. f I'. EST. COST $ 19,000,00 DATE DRAWINGS SPECIFICATIONS. ESTRICTIONS AND CUBE CHECKED BY: I TYPE STORIES I ROOF CONSTRUCTION IT l INTERIO CO STR CTI,ON StonE e X 3M CBS 1 Ine Yleson ce NOR,, ! NEW CONSTRUCTION prage, Maid I s Roomy living room °Ejff6 &O8ec1rooms, room _dinning , REPAIRS bathrooms,, DESCRIP ON ALTERATION " ADDITIONI APPROVED REJECTED REFERRED TO COUNCIL REASONS SUBMITTED TO PLANNING BOA RE- SUBMITTED TO PLANNING B RD I I REMARKS SUBMITTED TO VILLAGE COUNCIL ISSUED I CERTIFICATE OF OCCUPANCY N AJ 1A I BY TO BUIL 1NG PERMITI AND INSFAECJION RECORD -MIAMI SHORES VILLAGE ;x fI BUILDING INSPECTIONS INSPECTIONS PHONE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION eDATE FEE TEMPORARY SERVICE $ BEAMS & LINTELS C,6. $ m SEWER FRAMING SOLAR HEATER S GAS $ S INSPECTIONS FINAL BY.'( RE- INSPECT 'BY RE- INSPECT BY CLEAN -UP -J PLUMBINd_PsIERMITS & INSPECTIONS CONTRACTOR I li PHONE PERMIT NO. DATE ° FEE S NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. 'DATE FEE TEMPORARY SERVICE $ SEPTIC TANK $ m SEWER $ SOLAR HEATER S GAS $ S INSPECTIONS DATE BY.'( RE- INSPECT 'BY RE- INSPECT BY ROUGHING GAS SEWER SEPTIC TANK SOLAR HEATER FIXTURES - ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR e PHONE PERMIT NO. I DATE FEE S ;! NEW BLDG. ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. Ft TURES & FINAL PJPROVAL TO POWER CO. FOR SERVICE DATE p •�^°+ �` w� BY MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hercl)), inade for the approii-al of the detailed stattiterni ui use plans and specifications herewith submitted for the build. inc or other structure herein described. This application is made in compliance and conformity with the Building ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall -be complied with, whether herein spadied or not. A copy of approved plans and specifications must be kept at building during *gress of the work. Date.— �iInie 42 L iAt OW-ner's Name and Address .yeaAgZ-StaAeA.-.-.-.,....,...b, 102Ad S egi RegisteredArchitect and/or Engineer .... . ............... -.L ... . ........._. »...» .......................... ............. ....... ......•••.... ,Name and address of licensed controctor .... 0-69A9=_1QQAW4Q ....... 7357.1- E, 1d Cj-__.AAA=,4y....Ua •... . .. Location and legal description of lot to be bulk on: Lot......... ............................... Block . ... . ........... Street and Number where. work is to be . . . .......... . . State work to be done and purpose of building (by floors).2eialue- AaaP:AY_4UUL fteplace-4a"JI-20—L ............ .... ....... . ......... . .. . . fal&_ 41aA . ................................... . ................................... —_.and for no•other purpose. N New Building ........................... Remodeling '. .. ......... ............... Addition. ...... .. Repairs ....... ................. .............. No. of Stories ...... ........ . ...... To be constructed of . ......................... Kind of foundation ............................. ..... .. . ........... - Roof Covering.. 3 .. . . .. . ........... ... Estimated Total cost of improvements of Permit ........ .... Zone cubage required ..... .................. . ................ Cubage ................... ....................... 7 Distance•to next nearest building .............................. . ... of Building Lot ...... Maximum live load to be borne by each floor ........................... .. ........................................... . ........ .. . . . ............. . ............ . .. ......... ......... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to.. ........ ................................................................................... ........................................................................ o ......... ... ....... The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Worknien's Compensation Act. being Section 3960, Compiled General Laws of Florida, Porinarient Sillmleillent, and has complied with the provisions thereof, and will require similar vomplianft� from all contractors or sub-amiractors employel by him in the work to be performed under this permit; and will post or cause to be Oiled for inspiction on the site of;th 'k such public notice I or notices as are required by the Act. The undersigned agrees to employ only such su4sofiiiactom, on w peri ork �t� mned under tbla permit, as rue licensed by Miami Shores Village. P Z Remarks... . . ................ . .. . ........ . . ( % STATE OF FLORIDA. ss 7' COUNTY OF DADE. Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments, personally ap. peared.... . . ............... . ............ . . . ........... . ...... . . ............ . . . .................... »........... . ..... . . . . . . ............. . .. . . .. . ............ . ...... .... . . ... ....... . . ........................ »... —to me wen kwwn'. and who, being by mt first duly sworn, upon oath.deposes and says that he is the . .................. ............................... . ...... . . ........ ; .... . ... . ...... . of the above described construction, that he has carefully read the foregoing kpolication, and that he: did ,sign Fite same, end that all facts therein by him stated are true.. Read, Sworn to and Subcribed before t. Permit No.. �421. k . . . . . ..... Date.... s m Disapproved . ..... WDat ...... . ............................ Notary (Signed) ............... . . . . . . .......... Building Inspector My My Commission Expires.. PLANNING BOARD . . . .. . ........ .............. . __-DATE Chairman ........ .......... Member Member....................... ........ . .. . . ......... M ember Member.. .. ................................... ....._........._......_._.....» Member . . . . ............ . Council Approved ......... . .................................. . .. . . ...... —.-Date Diapproved . ...» »........ .. .... ...................Date NUT E; A charge of $1.00 will be made for making CONKlioatt or changes to this application after approval has been obtained frrwx the Plannir.-Olo,krd. A re•inpection fee of $1.00 will be charged when such re- inspection - is made necessary by Improper notice foram;—Um or faulty materials anti/or workmanship. MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No........ ....... . ��•.1. ® ......... Date ... ... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shiall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address ........ 4...t.... .. ....... ...: .. ....:.............No..�.�... ..... _. I.Street --........I .................. Registered Architect and /or Engineer_.._.. ..................................... ......................._._..... 07 Employing Electrician's Name...... L..........�.. �' �...... 0...- --- ••- ....rj ,14 .. ....Street. /� ±.... ® .. f••• Locationand Legal Descri tion Lot ....... .. ........................................................... Block .......................................... Subdivision.. ....... . Street and Number where ork is to be performed— No...... ....... 4- 4 ...... _ .... __ ..... Street ...... ... i..--• .......... ............................... State work to be performed land purpose of building (By Floors) ......... _ ............... _ .............. _ ...... _ ...................................................... .. - ........... ................_ New Building ....................... r ........ Remodeling ............................. Additio ........................... Repairs.......... ............................No. of Stories.................... Service Underground Size Feeders ................ Conduit. .............. Main Sw.. .............................Amps ...... .....................Main Fuses ...... _............... .Am s Type of Installation— Congluit ...................... ubin B. X. L.............._..........Metal Moulding S . ................... g............................. ........_.._ ............................._. Amount of Permit $.... ......................................... .............................. (Signed) ...L ... . ......... ... .........-- .................... Electrical Inspector. The undersigned appli rit!ions t for this building permit does hereby certify that he understands and accep obligations as an employer of labor under the Florida Wmen's Compensation Act, being Section 5966, Compiled General Laws of ;orida Permanent Supplement, and has complied with the pro thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by "Miami. Shores Village. rr (Signed). .de:-t . ... :- C ipoll� Electrician. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.......................................... ............. » ........ .................................................... _................................................. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ........................ s.::. . of the above described construction, and he has carefully read the foregoing application, and that he did sigtt the same,' and that all facts therein by him stated are true. Expires Notary Public, State of Florida NOTE: A reinspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workman SWITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T'S FIXTURES NO. LAMPS REFRIa. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP TOTAL OUTLET OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER CONTR. LIST CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON SW. CAB. TEMP. PERM. 0.1 HP 1•5 HP TRANS. RADIO TOTALS CONTR. LIST CHECK ty Service Underground Size Feeders ................ Conduit. .............. Main Sw.. .............................Amps ...... .....................Main Fuses ...... _............... .Am s Type of Installation— Congluit ...................... ubin B. X. L.............._..........Metal Moulding S . ................... g............................. ........_.._ ............................._. Amount of Permit $.... ......................................... .............................. (Signed) ...L ... . ......... ... .........-- .................... Electrical Inspector. The undersigned appli rit!ions t for this building permit does hereby certify that he understands and accep obligations as an employer of labor under the Florida Wmen's Compensation Act, being Section 5966, Compiled General Laws of ;orida Permanent Supplement, and has complied with the pro thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by "Miami. Shores Village. rr (Signed). .de:-t . ... :- C ipoll� Electrician. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared.......................................... ............. » ........ .................................................... _................................................. to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ........................ s.::. . of the above described construction, and he has carefully read the foregoing application, and that he did sigtt the same,' and that all facts therein by him stated are true. Expires Notary Public, State of Florida NOTE: A reinspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workman MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans -and specifications-herewith submitted for the build- ing or other structure herein described. This application is made in compliance and with th�. Bud" Ordinance of Miami Shores.Village, Florida, and all provisions of the Laws of the State of Florida, all ZZ= Miami Shores ulage and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or nut. A copy of approved plans and specifications must be kept at building during progress of the work. Date Al el 0 %IT- is- IQ 6F OwaWs Name and Address ------ Regiftered Architect and/or Engineer_.._ ...... Name and address of licensed contractorlsoleje� #WZYW2®4 Ale, Location and legal description of lot to be built on: _ Block____...__- - - - - -- --- - - -. -- Subdivision-___' Street and Number where work is to be done_k�9_L.___ A)E /10 V, - slZtCCeT State work to �e done and purpose of bufldipg (by floors)_)'W6' oe S-r/^4 4ry Told 0q, 0, a v ?;LL. %-T .-.and for no other Purpose. New Building-----_-_---_ Remodeling--------- -._ - -. � Addition - - - - -- _ -_ -_ -' Repairs ............... — ----- - No. of Stories ....._...____.._...__...._ I *4 To be constructed Kind of fo dation.- Roo .L Covering - - -------- - ------_-_-------------- - -- ed Total cost of improvements Amount of'Rermit Estimate Zone cubage required-----_-------. Ian Cjba Distance to next nearest building-_._ -- _Size of Building Lot-_ Maximum live load to be home by each floor- — ----- -- I hereby submit all the plans and specifications for said building. All notices •vith reference to the building and its construction may be sent to--.- . ...... .......... The undersigned applicant for this building permit doc-- hereby certify that he understands and accepts his obligations as an employer Of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General I rij, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors fe-con ractors employed by him f th in the work to be performed under this permit; and will post or cause to be posted f 7—on 74r: 0" to of me work such public notice or notices as are required by the Act. The undersigned agrees to employ only such on to Ybe performed under this permit, as are licensed by Miami Shores Village. Remarks- (Signed)-- STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments,' personally ap. peared— — ----- — --------- - ------ ---------- —to me well known, and who, !jnj by me first duly sworn, upon oath deposes and says that he is the- _-- - - - - -- ------ - ------ --------- - - - ------ -- - ---------- - ----------- - c of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. le 1-4- -C �� Permit No.__Z'_=� 2 - �� - Date___.-�_L __ - '. _.- Read, Sworn to and Subscribed before me. Disapproved Date—,_- - ------ - - ---------- - ----------------- -- Notary Public, State of Florida (Signed BuildingPcoc My Commission Expires-__-___ LANNING BOARD-- ---.-.-----DATE Chairman- - - ---- ------------------ - --- - ---- Member . ... . . ..... Member— - - ------ ------------- Member -- •-- - - - - -- - - - ---- - ----- - ---------- Member _ - ---- Member - - - -------- - ------------_ -_ Council Approved---.------- - --Date Disapproved - --------- ----- - ---------- ----------------------- Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will he charged when such re-inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. N Application is here ing or other structure 1 Shores Village, Florida, regulations of the Build plans and specifications Owner's Name and A& Registered Architect anc Name and address of lb MIAMI SHORES VILLAG E BUILDING INSPECTION _: EPIkRTMENT APPLICATION FOR BUILDING PERMIT made for the ap roval of the detailed statement of the plans and specifications herewith submitted for the build - dn described. T9is application is made in gomplianee and conformity with the Building Ordinance of Miami d all provisions of the Laws of the $rate of Florida all ordinances of Miami Shores Village and all rules and Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved List be kept at building dinning progress of the work. - FF Date —... - - - - _.._ _ /� C� .. ss. _ ' ---- - - - - -- � 1 Street- -_ - - ----------------- '- � � 9 ff _.�_ No Engineer --- -- ----- ------------_-- - ................ _...................................... - ... - ....................... ..... .--------------------------------- Location and leg d scrip'�tion of lot to be built on: - Lot - - - - -- — - - `� a _ �_ J- - - -- Block---------- - -- - -- (. .. _ Subdivision _. /'_� 4- f <�1 Street and Number where work is to be done ........ ......... — -------- - - - - -- - ----------- - ----- - _.- ------ State work to be done O"urpose of bu i�pg (by floors for no other purpose. New Building _-------- ---------- Remodeling ---- _.._................ Addition-- --------- --- ------ - - -- -- Repairs .......................... No. of Stories -.... To be constructed of- - - - -.- ---- ----- --- - - - - -- Kind of foundation----------------- - - - - -- Roof Covering ................................................ Estimated Total cost of improvements $ .............57e' 4=, °� ® --. -- Amount of Permit $ -------- _---.----M -------------- ---------------_----_----•------------- Zone cubage required_—.: II-..-- -__— -------- ------------ __ -___— —_- -.Plan Cubage_, r_& o_.___ _ -- - - -_- - - -"' - - -- --------------- - Distance to next nearest building .... ........................ .__—_—__-Size of Building. Lot ----------- - ----- _—__._ ....... -.......................................... Maximum live load to be borne by each floor-- -_ -... _,______---- •--- .---------------- - - - -__ -_ -- --------_.--___----_-_--__-_•-------------•-- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to ------- -_ The undersigned apocant for this building permit does hereby certify that he understands and accepts his obligations as'an employer of labor under the Flori Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with a rovisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be p1 ex under this permit; and will post or cause to be posted for ' ection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such tract work to be performed under this permit, as are licensed b Miami Shores Village. Remarks_- .- --.-__ _1 - - -. Y (Signed) _ Tell e STATE OF FLORIDA, COUNTY OF DADE. (ss' Before me, the unde�sfgned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared��. _— _ __ _ -- -- ___._-_-- ------- - ---- ------ -------- --- - - - - -- - -_ —_ - - - - ......... �___--- - -____ _ _ _ _.to me well known, and who, being by me first duly sworn, upon oath d @p-o-ses and says that he is the . ..... .-------........ -_-------------_--•----.---------- ............. _.............. of the above described construction, that he has carefully read the fore i application, and that he did sign the same, and that all facts therein by him stated are e. _ Permit No. Date- �(a _ ead Sworn to and Subscribed before me. Disapproved- -- -- -- - -- - Date.__.. _ _- — -- - -- - - -- ----- ------ --- --- ------ ------ - --- -- -- ----------- -___- ....I------ - - - - -- (Signed) otary Public, State of Florida B ' Inspector My Commission Expires---------- --- - - - --_ --------------------------- - ----- PLAN G Chairman------ _-- •-- -- - - - -- {- - - - - -- _ _ __ _ _ -- T ... - _- ----- - - - - -- Member ----------------------- - - - - -- -- - ................... - .............. - ...... ..... Member ------------ _._..- - �..__._ _ Member -- ------- --- - --------------------- .__.__.._.___.__.__----- _.__... Member .......... _ _ - - -- - - _ _ Member Council Approved— Approved - - - -- __-- - -..__ __ __— Date Disapproved ------ - -_ - - -_._ -- - - - - - -- -------------------- ---- --...-- --- -•----- • - ----- --Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee f $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmaitship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT /to -1.2 ^ j'i— —,?/ to APPLICATION FOR PLUMBING PERMIT 7 Permit No...._.. ----- __ Date..._. Z.� Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws'' of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owners Name and Address.. - j� 'S J'TO R / f lL ._...� No. Registered Architect and /or Engineer ........ -- - — � - -- -- - Employing PlumWs Name._,. .LaA S 5 )g%% "._ Y1'v /L°i� -------- ,�,,...�. -.,� . -.• ...-. . Location and Legal Desctiptibn Lot Blot Subdivision..... Street and Number where work is to be performed —No. Street. _. __ _ ._ .._...- _- •--- ......_._. _. State work to be performe8 and purpose of building (By Floors) ..... __. _......._............. _ ..-- ._.... - -- .....__ . New Building ._.._..— ..__._......... Remodeling ._. Addition- _____._ _ Repairs.- __._......._..._.. No. of Stories........_....... Type of Tank _Capacity Ga1s.__- ...._..__. Size Septic Twnk ._.__. ___.._____._ - -- .. -•_••• Feet of Drain Tile - -- Dist Feet of Tank or Drain Field from Well__ Nature of Water Supply: Cithy —We1L -Size of Soakage Pit ... _.._ _..___._ _......_. Amount of Permit 5 - - - - -- -° -7 (S�ed� ~ Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Villages] Master Plumber.. STATE OF FLORIDA, � � COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath oses and says that he is the_ . __..._._..- _ - -_ - -. _ _... _ ._..._....... .... _.. of the above described construction, that he has carefully read the foresoft ... regaing application, and that he did sign the same, and that an facts thereia by him stated are true• Y Expires Notary Public. State of Florida M Co#uaisaioa NOTE: A ro-inspectionl I fee of $1.00 will be made when mob rs i Wntion is made•rteoessary by impr+opes notice for inspection. or faults+ materials and /or wor J CLOSET& BATH TU6d SHOWERS LAVA• TORIES SINK* SLOT SINK[ LAUNDRY Tuns URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT'NS W4 TOTAL, FIXTURE[ CONTR. LIST CHECK SWIM'O POOL yvA G� SEPTIC TANK SEWER CONN. DRAIN PI[LO SOAKAO[ PIT CoREASC TRAP SOLAR HEATER D[[P WELL SPRKLR. SYSTEM Comm. LI[T CHECK L J ry/— ' ` ® Type of Tank _Capacity Ga1s.__- ...._..__. Size Septic Twnk ._.__. ___.._____._ - -- .. -•_••• Feet of Drain Tile - -- Dist Feet of Tank or Drain Field from Well__ Nature of Water Supply: Cithy —We1L -Size of Soakage Pit ... _.._ _..___._ _......_. Amount of Permit 5 - - - - -- -° -7 (S�ed� ~ Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such sub- contractors, on work to be performed under this permit, as are licensed by Miami Shores Villages] Master Plumber.. STATE OF FLORIDA, � � COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared to me well known, and who, being by me first duly sworn, upon oath oses and says that he is the_ . __..._._..- _ - -_ - -. _ _... _ ._..._....... .... _.. of the above described construction, that he has carefully read the foresoft ... regaing application, and that he did sign the same, and that an facts thereia by him stated are true• Y Expires Notary Public. State of Florida M Co#uaisaioa NOTE: A ro-inspectionl I fee of $1.00 will be made when mob rs i Wntion is made•rteoessary by impr+opes notice for inspection. or faults+ materials and /or wor J s BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Building Architect — Contractor or Builder _ Legal Description Lot MIAMI SHORES VILLAGE, FLORIDA DATE__ �" 19 PERMIT NQ 7122 Work to be performed under this Subdi- Bl. vision Contractor's ee —t, ;r , License No. Address of Value of Amount of Building Project — Permit $— This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: — INSPECTOR In consideration of the issuance to me of this permit 1 agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY A..OT BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ELECTRICAL ❑ Date —. PLUMBING ❑ PERMIT N? 10483 Contractor's ROOFING ❑ License No. ❑ Work to be performed under this Permit Owner of Building ° Architect Contractor f or Builder Legal Lot Description Address of Building B1 I. Subdi- vision Sq. Ft. — Value of Project Amount of Permit $ 19__ . This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. (INSPECTOR) BY-- In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER BY O j AUTHORITY I BUILDING ❑ MIAMI SHORES VILLAGE, FLORIDA ._- - ELECTRICAL El Date_— PLUMBING ❑ PERMIT N? 10340 Contractor's ROOFING ❑ License No. Work to be performed under this Permit _ Owner of Building Architect ____ _14 7 A,1_ Contractor - or Builder -- Legal Lot Subdi- Description _ Bl, vision — -- Sq. Ft. — Address of Value of , . Amount of Building _ Project $ Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed - (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR or BUILDER BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ Owner of Architect Contractor or Builder Legal Lot MIAMI SHORES VILLAGE. FLORIDA PERMIT N? 8669 Bl. Work to be performed under this Subdi- vision Sq. Ft.— Address of I Value of `) Amt. of Building Project $ I Permit $ DATE Contractors License No. 95 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed BY_ INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING ❑ ELECTRICAL ❑ i DATE 195 ❑ P E R M' T N? .612 3 Contractor's PLUMBING License No. ROOFING ❑ ❑ Work to be performed under this Permit Owner of Building Architect Contractor or Builder (Legal Lot Description — Address of Building Subdi- vision Value of Amount of Project $ Permit $— This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he asWmes responsibility for work done by his agents, servants or employees. r Signed: BY: INSPECTOR In consideration of the issuance to me of this permit I agree to perform the• work covered hereu/din compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or s ecificgtions submitted proper authorities of Miami Shores Village. In ac• ceptmg' is permit I assume responsibility for all work done by either, my lf, ir; age it, servant or employee. ONTRACTCR OR BUILDER BY �` AUTHORITY Q MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other struJure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Law; of the State of Florida, 311 ord °nances of Miami Shores Village ^nd all rules and regulations of the Building Division of Miam, Shores Village shAl be co: plied with whether b,-r,--in specifier', not. A cope of approved plans and specifications must be kept at building during progress of the work. Date- Owners Name and Address _ --- --- George _B._ __S tATer! ___Jr. ----No. 1491 --- Street-- -102 Registered Architect and /or Engineer- ------- ___ -- - - -- . . _ _ _. - - - . -- _ __ _ _ -- _. ------- .._ _ _ _....__- _ __-------- _ ---- Name and address of licensed contractor _------ __ TRULY__ TOIXN_t- ___INC...- ,r-- - - Avenue , - Miami, - Florida Location and legal description of lot to be built on: Lot ----- Block - - - -- - Subdivision-- .------- --- - -- - -- ------- -- - - -- Street and Number where work is to be done___ _,_10I._N a -Sucre -t. Miami -- ShorTe_$ l._: -_F 1a.,_ _ ____.. _ State work to be done and purpose of building (by floors)_____ F.UMIGATION-- --___t fling--- Vikaae - -- gas-- -W-ith an - -- -------- 24 --- hours --- exposure -_ period -------- NY-Ion --- tent.------- - - - -- - - -- - -- -------------- - - - - ------ - -. - ------------------------ ---- --..----- - - - - -- ------ - - -- -- and for no other purpose. New Buildin g ----------- --- -_ Remodeling ------ F=- - - -- - q! oIC-- N ------------------ .- Repairs -------------------------- No. of Stories .. - -- - -- -- - -- - To be constructed of_ __- ______ _____- Kind of foundation ---------- CB.9 -- Re-SideilCe - - - - -- Roof Covering ---- Peak --- F_lat.__T_ile Estimated Total cost of improvements $__.._265-.pt1 ---- ----------- Amount of Permit $---5.0-0 ------------------ _ _ ____ _------ ___._ ------ _.__________ Zone cubage required -- -------------- ------ ------------- __ - - ----- .__ __s -, ------- Cubage ------ 35.}7__i?4 ------ _.------ Distance to next nearest building ___________- _DY_eX`_._1Q --- Ft------------- size of Building Lot__________________ ----------- __ __________ -- --------- Maximum live load to be borne by each floor_ ._ ______ _ _ ___ ___ _ _------ - - - - -- - - -._ _ __ _ ----------------------------------- _ _ _._._.. - -__ _ - .__.___ __--- _---------------- - - - - -- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to _ - - - - - -- - -- ---------------------------------------------- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the sit of the rk such publ' tice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work a erformed u er this permit, as are licensed by Miami Shores Village. Remarks--.. _.. - - - (Signed) - - - - -s __ - is ---G- -.--, STATE OF FLORIDA, COUNTY OF DADE. ss. - Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared ------------ - - - - -- - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the_______ ___ _ __.__ ._ __ _. __._..____ _ ------------- _------ _-------- _ ______ ____ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. .N ' Permit No -------- J -- i - -- Date -- ----- _ - _____ Read, Sworn to and Subscribed before me. Disapproved Date - -- -- - ° -_ - -- (Signed) ____ Building Inspector PLANNING BOARD. Chairman .__ ___ __ _ __ __ __ _ Member _ - - - -- - -- - - -- Member -- - - - - -- ---- - - - - -- _..._ Notary Public, State of Florida My Commission Expires .______. ___ -____ ___ ..__ DATE Member __ _ _ _ _ - - - - - -- Member--- _._ - -__ _ _ . -_ -._ _ - - - - -._ _ _ -- - . Member- - - - - -- ------------------ --- - - -- -- - -- _ - ----- - - - - -- Council Approved__.__ ._____ -- __ -____ _ ______ __ ______---------- ...__Date Disapproved __ ____ _. ___- . __ ___._ __ __ Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after apprc.v d has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the a pp al of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and confonmity with the Building Ordinance of Miami Shores Village, Florida, and all pro' the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. .. .,1 Owner's Name and Address._ ___ _..___�. No � s Street_ '�� � � �• � Registered Architect and /or Engineer.._- -- - - - - -- - - °...... Name and address of licensed contractor_______ J �_- - - - - -- -: =y_ - Location and legal description of lot to be built on: f Block.------ •-- •---------------- - - - - -- Street and Number where work is to be <-r State work to be done and purpose of building (by floors)___ ____________,,�`__9�_��!�._ °�_. ---- - - - - -• -- - — — - ---- - - - - -- New Building--------------------- - - - - -- Remodeling------- ._...___- _- - - - - -- Addition - - -- and for no other purpose. Repairs------- _-------- - - - - -- No. of Stories-- - - -- ---------- •-- - - - - -. To be constructed of----- •- ------ ----- _- _ - - - -- Kind of foundation-- ------ - - - - -- - ---- -_--- ------ - -- --- •- ••- -- ---- - - -- -- Roof Covering------------------._.....-----•.....-•--•- Estimated Total cost of improvements $.._._.-----•-_--- --- --- --------- ---- --_-- - - - - -- Amount of Permit $.. -_ _ ..... _..-_-...---.....--_-._....._--------•------ Zone cubage required-- .------------ - - - - --- _------------ _------- ---- -- •_.Plan Cubage-----------------------------_-------------------- ------ ---- - - - - -- - - -•- .. Distance to next nearest building_-------------------------- ________.___ - -- -_Size of Building Lot-------- ________ _ �_ �__ _--.._..._ ............................ Maximum live load to be borne by each floor_---- ----- . - - - - -- - --- - - - - -_ _---- -_— . - - - -- __ -- --- __.____ .. _—_------.-----,•-----------•--•- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to___ -- - —_ —_ —_ _ — --------------------------------- ----------------------- •- - - - - -- = -- — — - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractor, or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection ojYthe site of the work such ublic notice or notices as are required$y the Act. The undersigned agrees to employ only such subcontractors; on work to be rformed under this permit, as are licensed by Miami Shores Village. Remarks __ o _ � �y -- -- --____ --- (Signed) -- - --- -- ----- ___. -- - - -- STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared- - - -- -_ - -------- - - - - -- -- — -- _ _____— ____--------------------- - - - - -- -- - - - -- ..............._____._. - - -_ _ _� _to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the- ----------------------------------------------------------------_-__------------ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are e. y Per it No.._._. I_�� � _ Date_ ��� _ �'�� Read, Sworn to and Subscribed before me. Disapproved _ Date _ --- - - - --- - --- (Si ed) " � Notary Public, State of Florida gn _ - %✓ - -- ------------------- B 'ding Inspector My Commission Expires----------_--.--_-_-------- ----- --------- _-- -_ -- -- Chairman Member . PLANNING BOARD-- ----------------------------- - - - - -- -_DATE Member Member Member _- . --- --- — - -- r — -- — Member -- Council Approved — _� -_ -_ -_ - -_- — Date Disapproved --------------------------------__----------- ---- ---- -- ------ ----- - --- -- -Date NOTE: A charge otl $1.00 will be made for making corrections or changes to this application after approval h4is been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. y MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - inq- or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress -of the work. Date_.._..._ A% 1., ��.• U. 9�' i... � lt._..�€.�.8.�......._._....... ,19......_ Owner's Name and Address .... G..R....Zt:f mex.. ..... _....... _ - -- ...... ...............- No....1149-� .-._•_. Street_ _446_ J.-"--4tVL@3 t Registered Architect and /or Engineer .... . .... ....... .......................................................... - ....... ;vame and address of licensed contractor Ol�kin �'Xt�I'm1.718 1I - Cb,--- �,g�iQ• j Titf'a - -.27 A�(3�q�- --- . -- _ .. ......... ... - Location and legal description of lot to be built on: Lot ............. .......... ... .................. Block. ....... . ......................... Subdivision ...................... .................._ ...._ _..... »._ .- `._....-___........ ------ _ ..... __ Street and Number where work is to -be done .................. _ ................ _ ........._.._ . . ............... ..�_ State work to be done and purpose of building (by floors) ------------ 3 - .Tent -.�+1} q r }•- - -.• - -- •-- •--- • -• - = -- • ... ...... . ........... I ... _ .... ....... _----- ___....._....._..__. ..................... Vti -tuna 18 21 bar. t: __ - 8 f -- _ ......................................... ....................... ................. _____ -.,..__.___... .... ................................... ....... _ .............. .. .... and for_no other purpose. New Building- ---- - -- - -- - - - - -- ------- Remodeling....._. ................. ,....... Addition...--. ................. .._ Repairs:...._ ._......_. _... No. of Stories.__.. ................ To be constructed of ... ............ Kind of foundation ............ ............._ ..... ......... Roof Covering ............... :...... Estimated Total cost of improvements $ .................... .:. ._.__._.._._...__Amount of Permit 5I-ATM .... .. ............................ .._....._ :.. ..__.___.__. Zonecubage required. -- --•--------------- -- ••------ -- -- ..._•---._....... ----- ._._.....__.Plan Cubage............................................................. _ — Distance to next nearest building •---------- ...... -....................... ......... _ ..... Size of Building Lot ._, ..___- _____- ___...._.._.__ ................ . ____.: _:=- -. -_ -- Maximum live load to be borne by each floor ................................................................................................................ ............ , ...... . ......... ........ : - -- I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to.. --- -- --- - -- -- --- - - --• -- --- ----------_-----_--- - --- -- --•- -- --- --- . .. - - - -- -- - - -- - --- --- -- - - - --- - ---- •-- -- -- - - - -- - -.: The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer .of Iabor under the -Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pernnanent Supplement. and has complied v. ith the Xrovisions thereof, and will require similar compliance from all Contractors or sub- contractors employed by him in the work to be perfornc� under this permit; and will post or cause to be posted for inspection on the site of the work such rublic notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village Remarks••----- •- ------------ ----------------------------------- ............. ..... --- -• - --- (Signed).... STATE OF FLORIDA, ` COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- -- -•• --- - --- -- - --.:_..-- •- - - - - -- - -•- - --------- -. _• - ... _ .:_... .. ... ---.-..-to me well known, and who, being by me first duly sworn, upon oath deposes and says that be is the ............ ..... ............................... _ ............. _.. ........ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. c Permit - _..-- -•- -.. p� .......... .... R ead S worn to and Subscribed ribed before me. Disapproved- - -•- - r Date- - - -• °- - •--- •- -• - - -- _ .............. --------------------------------------------- ! _ ...:....... .._._.._.. �..._._. Notary Public, State of Florida _ --------------------------------- �� (Signed) _..__... Building Inspector My Commission ` Expires ....... ..• ............. ..._.....__.._ PLANNING BOARD--------- --- -------- ................ _ ...... DATE Cnainnan......... .............. .............. ........................ _._.-- •- • °---'- •--- --- Member ....... _..... ...___. ...___.._ ........ --------------- - - . ........ . . ...._._.._ t' Member -------------------------------- . _ ......... ...... . . .- Member ' Member- --- -- .................................... ... - ..... _ Member -- -- ................. Council Approved - - -- ......... ` pproved s,. -Date Disc _._..•_ : ..... ........ .... ........ . .....:......_..._...._.:Date NOTE: A charge of $1.00 will be made for making corretfrons or changes to this application after approval has been obtained from the Plenning Board. f A re- in.pec•tion fee of $1.00 will be charged when such re- inspection is made necessmy by improper notice for inspection or faulty materials and /or workmanship. i Permit Type (circle one): WORK DESCRIPTION Square Ft ING ELECTRICAL PLUMBING MECHANICAL *00 Install Rain Gutters and nownspc44s Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT A1Y i RESULT IN YOUR PA TWICE FOR IMPROVEMENTS TO YOUR PROPERTY Ow Yt.'' l CONSULT WITH YOUR; XNDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTII Application is hereby made certify that all work will be permits are required for ELE OWNER'S AFFIDAVIT: I laws rew latingsAusiruction Signature of 071r" ud`or t • j�sr • ur y•r FEES: PIvIIT APPROVED: Zug air, Ito obtain a permit to do work and installation as indicated above, and on the at#a I performed to meet the standards of all laws regulating construction in this jurisdictiW, I VTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAJ. WOM , Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/26/2002 Applicant: ELIZABETH Owner: MARGARD JOB ADDRESS: 1491 NE 102 Building Permit Permit Number: BP2002 -1155 MARGARD ELIZABETH ST Page 1 of,1 Contractor ARION INC Contractor's Address: 8723 SW 129 TERR Local Phone: (305) 251 -1279 Parcel # 1132050350010 Legal Description: DUNNINGS WATERWAY PB 114 -46 LOT 1 BLK 1 LOT SIZE 10379 SQ FT OR Fees: Description Amount FEE2002 -3598 Building Permit Application Fee $60.00 Total Fees: $60.60 FEE2002 -3599 CCF $0.60 Total Receipts:. $0.00 Total Fees: $60.60 Permit Status: Approved Permit Expiration: 12/23/2002 Construction Value: $990.00 Work: INSTALL RAIN GUTTERS AND DOWNPOUTS ARION, INC PH 13051 251 -1 279 EXECUTIVE NATIONAL BANK MIAMI, FL 63- 8151670 1 16728 inspection 8723 SW 129TH TERRACE MIAMI, FL 33176 Q�� T`/� ,i in herefor in strict compliance with all m :ions that may have been submitted to / I if the plans are changed without b 0/ - ,ibility for a thorough knowledge of the �(j he assumes responsibility for work done PAY TO THE f lV C� /Z,Q� �s / �o �j e . _ _ �V ORDER OF %A t DOLLARS T v a 0 U C 2 'ertaining thereto and in strict conformity .misibility for all work done by either LL T IM d r��wno MEMO AU ORIZED SI ATURE • 0 L 11n ■011 v0 L6? 2811' 1:011?008 L551. 040 L9 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miaini Shores Village, Florida, and all provisions of the Laws cf the State of Florida, all o7dinances of Ml.inu Shores Village and all rules and regulations of the Building Division of Miam., Shon, T illage ,ba'l ae coilipl'ed with whether herein specified or not. A copy of approved plans and specifications must bekew at building durin, progress Of tl,.e work. Date - - - --- - - - --------------- 04, - ----- Owner's Name and Address - -- *--., - - ------ I t -leetA!"`-' A, ------ ------------- -------- ----- --------------------- No.-1 ------------- ----- ---- ---- — -- Registered Architect and/or Engineer--- - - -- -- ---- - --------- -------- - --- --- --- ------- ---- --- Name and address of licensed contract . - -- -_- - - 1- _ -__ --- Location —A legal description Clot 1, built A o LO C on: Lot_ -- -------------- /46- ----------- -- Block - -- ------- S1 Street and Number where %Ark is to be done- ------ State work to be done anii Ose Of building (by floors -------------- - ---- - ------ t ---- -------- - ------------- ------- - ---------- ----- ---------- --- ------------- -- ----------- -- --------- - - - -- -------- - - - -- - and for no other purpose. New Building -------- Remodeling--- -- - ---- - -p ..Repairs. - - - - - No. of Stories -- ---- ------ - or. To be constructed of Kind of fj ... jC:1r!j0 *moo_ AdAill �d,tion Roof Covero Estimated 7- -)tal cost of improvements $ 4 _ 11W t Z - J\ -- � -1 - ---- 0 ---------- mount c£ Permit ----- - ------- --- --- Zone rubage required ----------- -Plan Cubage ------- T - - - --- -- -- - - - ------------------ Distance to next nearest building-- --Za40 ----- - 7' Si of Building Lot -------- 7-c`--,A -- ----- -- Maximum live load to be borne by each floor - ----- ---- -------- - --------------------------------------------------- -------- ---- ---- - -- ------------- hereby submit all the plans and speciiications for said uilding. All notices with, zeference to the building and its construction may besent to. - - - - -- - --------------------- -- ----- ------- - The undersigned applicant for this building permit does hereby certify Oat fie understands and accepts his obligations its an employer of Lbor under he Florida Workmen's Compensation Act, being V S(,qion 5966, Con-.piled Gen•• ral Laws of Florida, Pormanen' Supple I I tent, and his complied w7th the proViions thereof, and will require similar coron'iartce from all contractors or sub-contractors emplwyed by him in the wolk to be p,;rf . -med under this porn it: and -gill post or causc to be posted for in, action on the site of the work sucji public notice ei _u or notices es as are requir, d by the Act. The ui-dt r>igned agrees to employ Only such 4,,u tr, ctors, on work to be jrerfOicd wider this permit, as are licensed by Miami Shores 'v illage. Remarks__ ------ -- - --- ----------------- (Signed' ----- STATE OF FLORIDA, � SS. COUNTY OF DADE. . Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared-- --- -- ----- - ------ - ---- ---- ----- - - --- - - - - - - - ------ - --------- -- - ---------------- ----------- --- - ------ - ----- -- ---------- ----- ---- ----- -- -- --- - ------- ------ - - - --- --- - -- ------- - - ------------ -------------- - -to me well known, and who, being by me first dAy sworn, upon oath depopes and isays that be is the --- -- -- --- -- -- ----- ----------- -------- ------------ . -- - of th abov; de,k;iibed , .nstruction, t, at h has careially read the foregoing application, and that he did sign the same, and that all facts therein by him statgaare true. Read, Sworn to and Subscribed before me. Permit No.___.______ Date Disapproved -- - ---- -- ate__. --------- -------------- a $� - `1 --- ---------- ------- - ---- ---- --------------------------------------------------------------------- 7- Notary Public. State of Florida (Signed ---- --- - - - ------- -------------- ----- pector My Commission Expires_ ---- ------ --- --- ------ ------- --- -- ------------- PLANNING BOARD____ __ _ ____ ----- _DATE Chairm : - - ----- ----- ------ Member - -- -- ------- - --- - - - - -- ------ ---- -- -- ------- - ---- - - - - -- Member -- - -------- --- -- - ------- ------ -- ---------- - ------ ----------------- Member -- ----- ------ - - -- ------ -- - --------- --- ----- ----- - ---- Member-- - ----- - - ----- ----- ------------------- ------- - --- Member ---- --- - - --------------------- ---- ----------- ------ - --- - -- - - - -- -- - - -- Council Approved ----- -Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval Lis I)ecn obtained from the Plan•'ng Board. A re-inspection fee of $1.00 will be charged when such re-inspection is m« lo necessary by improper notice h.-r inspe�-tloi) or facity materials and/or workmanship. ,t _ ._. _,_. __ ....._ _... _ __ _�_ — _ __ __. .. — __ ... _ _ _. _ _ __ ___. . �_.._.,a._.�. F.. ___ — _-� _ .__ _ . .__._ . ;, _ :- �. �Aa ETS ENVIROW1ENT" TESTING SERVICES, INCORPORATED August 13, 1998 . Mr. John Cherry Roofs By Cherry 4t v u. ea r ,Florida 33023 RE: TILT TEST Report # ETS98- 351RUT n Miami Shores Village, Florida Dear Mr. Cherry: Pursuant to your request, ETS ENVIRONMENTAL TESTING SERVICES INC. in association with IRT INDEPENDENT ROOF TESTING, INC. has performed uplift test on the tile roof at the above referenced address. The following report includes the results of the uplift test. The uplift test consisted of placing a load test devise manufactured by Chatillon (model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty-five (35) pounds was obtained. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA- 106. ETS ENVIRONMENTAL TESTING SERVICES INC. greatly appreciates the opportunity to work with you, Should you have any questions or comments, please feel free to call. Respectfully submitted, ETS ENVIRONMENTAL TESTING SERVICES INC. Dennis Emerson I.H. Director of Environmental Service 7776 Miramar Pkwy. * Miramar, FL 33023 (934) 951 -6838 * Fax (954) 981 -6839 IR T Bob Tedder, RRO, CSI, RCI ETS 7775 Miramar Parkway Miramar, Florida Independent Roof Testing & Consulting of S. Florida, Inc. President, Senior Consultant August 12,1998 Re: 1491 NE 102 Street Miami Shores Village, Florida Permit #42905 IRT #8655 Pursuant to your request, MEP19NDENT ROOF TESTING of South Florida (IRT), performed uplift tests on the file roofing at the above address. The tile type is Altusa, clay. The roof area tested consists approximately 3,800 square feet in area. The tiles had been installed using the "Foam Application' method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. Visible separation was noted at zero (0) test locations at this reading. The roo, assed m accordance with Dade County Protocol PA -106. IRT's responsibility in this project was specifically uplift testing to a specific point. No other conclusions or observations are expressed or implied. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA-106. IRT appreciates this opportunity to be of service. N you have any questions, or need additional information, please do not hesitate to call. y , bmitted, Tedder, RRO, CSI, RCI President, Senior Consultant Richard . Yates, P.E. Project Engineer 3944 NE Fifth Avenue Oakland Park, Florida 33334 Phone: (954) 630 -0201 Fax: (954) 630 -0506 PA106 Test Locations Tested at 45 Locations All Passed 1491 NE 102 Street Miami Shores Village, FL IRT #8655 Ib- pp- 75' FRONT YAWRGY _La6s,Inc Certificate of Calibration CHATiLLON tdakl Number DFIS -100 Smut Number 25187 ESN: 002 D"Glip"Im: FORCE CAGE Customer. INDEPENDENT ROOF TSSTINt3 Cerdroub Number. 6246S Envbf rMnW Conditions: Temp: 21 dog C ReMm hurrddity. 45% olds aWWM that the above equipment was oatlbrated In compffeneg with the regWMMfts of ANSUMML uo- 1994, WL- -STD 456M1, I80 SM 4.1014.11, ISO Gulds 25, ISO 10012 using sWoable provedufes. •At Pkrnad intervals, Sync W Labs. MG meMuremetd stsndanft are cabbrafiod by comparison to or m rrt 8Q8i118f ftar MMI standards, nakiral phystcat amsiants. 081180"M Mandafds, or by ratio typo ►6fltbiti8 usir 1� tectnigt►es. :tom stInIards are administered by FIST (Na*inal Instltutp of Standards and TechnokW) or other re scl raticrtal standards fades. 4uppordfl9 documentation nalattve to traoeab Nty Is onto and Is avaNabM tar eac mhMbn upon rragfreat. t imft NONE UNIT RECEIVED IN TOLERANCE - NO AD,7USTMENTS REQUIRED fA lndmf Date: 7/9198 Cdibradau Due: 10/9/98 4efarerfe "Standards Mod: Wirer Modal Serial Trace Number Number Nub Cal Due DaM METEK-M&(; W0.23 18830 48037 4128 v Quality Anunme SyMt Labs, Inc 8211 NW 64 ST #3 Miami. FL 33186 Ph (305)-477 -5414 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 4 k °f3 -dSi°t Date 2 -23 -93 Job ,Address 1491 NE 102 STREET Tax Folio,/ o� ti �.,/�i Legal Description hG V nt� Owner / Lessee / Tenant MARGARD �_ Master Permit P eJ cl �- Owner's - Address 14911 NE 102 STREET Phone 756 -1694 Contracting Co. NORtH DADE SEFTCC` TANK Address 800 NW 111 STREET Qualifier DENNIS NIEVILLE SS# hone 754 -3375 State. # 0258368 Municipal k Competency k 12842 Ins.Co. A C0 Architect /Engineer Address Bonding Company Address Mortgagor Address i Permit Type( circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAV114G PWA SIGN WORK DESCRIPTION INSTALL DRAINFIELD Square Ft. 200 Estimated Cost(value) $1000.00 WARNING TO OWNER:_ YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU IXT D TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE R000100MYOUR. NOTICE OF COMMENCEMENT)`. Application is hereby made to obtain a permit to do work and installation as indicated sb�ivva, and on the attached addendum (if applicable). I certify that all work will be performed to t the standards of all la�{s regulating construction in this jurisdiction. I understand that separate permits are require& for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL OWNER'S AFFID : Z certify that all the foregoing information is accurate and that ail will be done m _: ance with all applicable laws regulating con tian and z ing. lurth4roore, I k auth z e a ve-na contractor to do the work stated Signature of own r d /or Condo President Si a of Co racer or O"nor- Balder Date: �I Date: f Nota y: a to`Owne nd/ r Condo President No ry as to ra for or flwhor- ,46ilder My Co s L OnN r TATE OF FLORIDA AT LARW My CommisS o pi res' ' 1IY C ION EXPIRES JUNE 19, 1995 ARY PUVW,19FATVOF'ROR0/ APT [ARf EopjV0 THRU HUCKLEBERRY 3 ASSOCIATES EJQMRES JUNE 0. 1993 � R YMUCKLEERRY &,t iSOC1ATa lkit FEES: PERMIT ®rQ RADON C.C.F. rJl D NOTARY TOTAL DUE.v_ I APPROVED: Fire Other ITIT Zoning Building Electrical Mechanical ] ing Engineering,_, „� PERMIT APPLICATION FOR MIAMI SHORES VILLAGE E Date Job Address fq / 411 /0,2-- St Tax Folio 11 Legal Description C �Vti�tril kl Owner / Lessee / Tenant f'z %h/¢ /< IQI� Master Permit # 4)-q6 Owner's Address /Y V Phone �JA? Contracting Co. ifs 4( Addressr3!! JAG.) Lo '411 i/Y ./ Qualifier i& S�- ,G7��K� S �.' S# -� Phone State #& ito 260 Municipal #MSO40 ?% Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address F' Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL FING PAVIAfiG PENCE SIGN ,30 WORK DESCRIPTION � .xoo1c � �� Qo 41 &5,4 S C'7 - , (20tw 'r'ffue, C Square Ft. IMSQ Estimated Cost(value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURR TO DO SO 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 RZCORDI*G YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable) I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFF,M,, 4.r: all the foregoing information is accurate and that all work will be done ik :�* . 4,e-t applicable laws regulating construction and zoning. Furthermore, I autho ,,,? f iP9,� s meii, gfitractor to do the work stated. Signatulr� of owner anG, or Cd'fiido President Signature o retractor Owner -Buil , rir Date: Date: f Notary a' to Owner and /or Condo President Notary as to Contractor o -Builder ,�., .,, My Commi sion Expires: el"A My Co scion Expires. ��.. JdmAM011uzyp =` W°,; * * er cgmma WR eca am # 'k .' Expm Apnl 25, 2001 N i 01 FEES: PERMIT RADON C.C.F. i 6 n NOTARY TOTAL DUE APPROVED: Fire Other Zoning Buildin Electrical Mechanical Plumbing Engineering_ NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 9 BR 2 3x•+013 1993 i1AY 13 log-09 THE UNDERSIGNED hereby gives notice that improvements 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. 1. Legal description of property and street address: 2. Description of improvement: 00&,&a3x- interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: ,D lir� STATE OF FLORIDA; COUNTY OF DADE 5. Surety:(Payment bond. required by owner from contractor, if any) c ®uq,� i HEREBY CERTWY that fhis is a true co of the Name and address: _ origivoJ led fn fhis office on / d z,.f ' eta ®a Cep Amount of bond $ © WIL , A O. 19 W TNESS my h d and OVicial Seal. 6. Lender's name and address: HAHVEf R ZR K, of Circult and County Cou -W, . 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. Name and address: S. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of !his Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different..date Is tamed) e WOWS of owner Print Owners Name,�K Sworn to and subscribed Notary Public Print Notary's Name me this [day of _�,19. W,%, 1� Prepare by: Address: S Li d' Lei, 57.0 23 My Commission. Expires: IMOI 52 2M Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Contractor's Name.� &ls ,ey Job Address: ❑ (Low Slope Application) ❑ (Asphalt/Fiberglass Shingles) ❑ New Roof XRe- roofing ROOF CATEGORY ❑ (Nail -On Tile) Adhesive Set Til ) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ Recovering ❑ Repair ❑ Maintenance . Flat Roof Area (fe) Sloped Roof Area (ft) �✓�(J Total (ft) Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) VzIA11. 1 JIL L F PLAN Igo ---------------- 7 r----- ---- - - - - -- - - ----------- - - - - -- , r______________ __ ___ ..._- ____ ------ I 1 1 r----------- ---------- -- I ' I r -- - - - - -- ----- - - - - -- -' I I 1 I I 1 I -- -- - - - - - -- I 1 I I I I 1 1, 1 1 1 1 __ •• I' 1 1 1 1, I, I, I I I I I PPP��I yyyppp � 1 I I I I I I I I 1 I 1 I I I I I I 1 - - -- - - - - -- I I I I ____I I I I I II __ __._ __ __ - _ - __ ,3 I I i l - 1 I 1 I I '- - - -- ----------- -- ---- ----- - - - - -- -- - - -' l 123.01-78 area Jk Page -1 Rid a Ventilation? Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. SLOPED SYSTEM DESCRIPTION 3 � Cap O �M 800E SLOPE D E T A I L 3 no Roof Covering A- MEANHEIGHr ! 2 Drip ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS 7i2. 3 y 3, X °1 /� x %(ynio Mutple): 3� M I: � .372, !3 5-1 - /fig/ 9 9 �.^ (PmaxL� 0 I � x % (Aerodynamic Multiplies) -6 l J / ) - Mg: S, 3 S = MA PCA: � �d 5 r (Pmax3:`t% 2 x % ( Aetodynamio Multiplier) 31 ) - MP 3-3 = Mt3:24004CA Page -2 1 ltd 12:01 PM ABC. SUPPLY, -- METAO-OAOK - PR0Z1UCx' CONTR0L NOTICE OF Altusa Tile, Almar (UM), Inc. 6645 Northwest 7701 Avenue Miami, FL 33166 FAX NO. X954 491 4489 P � rr METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODs_ COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET ACCEPTANCE MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375-2908 INTERNET. mdcc0I Oshadow.ne1 PRODUCT CONTROL. SECTION Your application for Product Approval or. (305) 375.2902 Altusa Tile Nt""01r, AfOrt�rr Set or Adhesive Se! Otte ' , a ,,, FAX (305) 372 -8339 Piece S rile A100fr'lig Tile under Chapter 8 of the Metropolitan Dade County G6 a governing the use of Alternate Materials and l ypcs of Construction, and completely described in the plans. speei(1c4tions and calculations as submitted b Redlund TeelrnologieS, The Centerjo,ApptiedACnpreering, I>tc, y has been recommended foF acceptance by the Building Code Florida under the specific conditions set forth on-pages 2 16 and he['standOd conditions s used on.in ade County, p g 17, This approval shalt not be valid after the expiration date stated below, reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for control tasting. If this product ar material fails to erfo The Building Code Compliance Office Compliance Office may revoke. modify, or suspend the use of such product or material immediate p quality approved manner, the Buildjpa Coda Building Code Compliance Office reserves the right to revoke this approval, if it is determined b Code Compliance Of[ice that this product or material fails to meet the requirements of a Bu The Code. Y the Building the S th Florida Building The eepense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.! 96- 1030.03 Rent-%,•s 94- 0914.0 EXPIRES: 02/13 /oo , Raul Rodriguez ' Product Control nivision Supervisor EET SEE ADDITIONAL- PACES troll SPEC, COr'YI),IT(ONS BUILDING CODE COMAi(TTFL .. This application fur product Approval has been reiriewed by the tvietropolitan Dade County L; 'din Compliance Office and approved by the Building Code Committee to be ttse in de County, F i under conditions set forth above. g Code the A11PttOVCD:02 /13/97 Charles Danger, P,E, Director -r' Building Code Compliance Dept. Metropolitan Cade County .M L1 Product Control No.:. 96- 1030.03 I r PRODUCT CONTROL NOTJCE; OF ACCEPTANCE Rt7orun Sys T* Em APPROVAL Applicant: Altusa Tile Alfareria del Turbio, S.A. Barquisimeto, Venezuela Gat_.. envy Prepared Roofing Sub- Cateeorv: Tile Type: Naii -on /Mortar Set/Adhesive Set Sub -Type: Clay Product Control No.: 96,1030.03 Approval Date: February 131,1997 Expiration Date: F'ebruary 13, 2000 Stem Description Alfareria del Turbio, S.A. (Altusa), located'in Barquisimeto, Venezuela, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. All the is manufactured from natural Venezuelan clays. This Product-Control Approval relates to Alttisa's "Altusa S" tile profile. Refer to appropriate Product Control Awrovals for other the profiles, The "Altusa S" life profile is available in a variety of natural clay colors and has matching trim pieces used for rake hip, ridge hip, aW valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. Optional rubber or clay cave closures are also available. _ Altusa roof tiles have been tested in compliance with the Sopth Florida Building Code requirements for clay, nail -on, mortar set or adhesive set tile applications. The minimum roof slope for the "Altusa S" nail -on tiles shall be 2 ":12 ". See the "'Profile Drawing" section in this approval for the "Altusa S" profile drawing. The "Altusa S" profile ?ias been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a'Moment Based System', Data for attachment calculations is noted in Tables I through 4 of this Approval. Almar (USA), Inc., located in Miami, Florida, is the sole approved importer under contract for selling and distributing Altusa products in the South Florida jurisdiction. Contact: Carlos !. Fernandez General Manager Altusa Tile, Almar (USA), Inc. 6645 Northwest 77th Avenue Miami, FL 33166 (305) 471 -5830 Frank Zuloaga �' ' 1' Iaas" Fg hniiner ;{Product'Controi'Divisien Product Control No.:.96- 1030.03 r TRADE NAMES OF PRODUCTS MANUI'ACTURED OR � LABELED sy APPLICANT ":Test Product t'r_ duct Dimensions ":Test Description Altusa One Piece "S" 1-18" PA 112 High profile clay roof tale for direct Tile W- 1" deck or battened nail -on, mortar or '' /a" thick adhesive set applications. Head -lap min. 2Y:" Exposure max. I S YS" Trim Pieces I a varies -PA 112 Accessory trim, clay roof pieces for w R varies ,i use at hips, rakes, ridges and valley terminations. 4 ♦ t . 3 Frank- Uloaga •` PlAd Examlper 'Produci Control Division w Product Control No.:. 96.1030.03 TRADE NAMES OF PRODUCTS MANUFACTURED Oy'HEPS 'Test Product • ' Product Dimensions specifications. Description Manufacturer W .030 Felt N/A ASTM D 226 Saturated organic felt generic type If to be used as a nailed anchor sheet. 1143 Coated Base , N/A ASTM D 2626 Saturated and coated generic Sheet organic base sheet for single or double ply underlayment. Mineral Surface Cap N/A ASTM D 249 Mineral surfaced generic Sheet .�' ' asphalt roll roofing for use as a top ply In a double ply ' underlayment system, Lenzingtex -Z8 140 59" x 164'roll PA. 104 Single ply, nail -on Lenzing Underlayment 22lbs/roll underlayment. Performance. Inc. with current PCA Rainproof 11 30" x 75' roll PA 101 Single ply, nail -on Protect•O -Wrap, Inc. 36" x 75' roil underlayment with 2" with current PCA or self- adhering top 60" x 75' roll edge, Ice and Water Shield 36" x 75' roll PA' 103 Self - adhering W.R. Grace Co. underlayment for use with current PCA as a top ply in a two ply underlayment system with Approved 430 or #43 as the base layer. ;. Mopping Asphalt N/A ASTM D 312 Asphalt for bonding a generic ' type 111 or IV mineral surfgce cap to a meth. attached base sheet in a double ply underlayment system. Flashing Cement N/A ASTM D 4586 Cut back, asphalt generic based, asbestos free, ' fiber reinforced, ' trowel grade cement for repair and flashing y applications. •4 ' W , � €,,'' Frank zuloaga fi •` : 1 .. , I Product Dimensions ' Asphalt Primer N/A Roofing Nails min. 12 ga. with i $ /#" head Tin Caps min. 32 ga. Test P min. Ish" o.d. r max. 2" o.d. Wood Battens vertical AMP 41 C min. 1" x 4" generic horizontal based coating used to min. 1" x 4" for use with vertical batten or dissimilar materials. min. 1" x 2" for use PA 114 A alone Hurricane Clip & C_ III s Fasteners min. Ma" width min. 0.062" thick Clip Fasteners roofing nails for use min. Sd x IIK" Roof Tile Mortar N/A ( "TileTite`rml e s PA` 1 14 Corrosion resistant generic Appendix E bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental the attachment. Clips are Installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all flail -on eave tiles. PA 123 Prepared mortar mix Bermuda Roof designed for mortar Company, Inc. set roof tile with current PCA applications. •5 } FrankZuloaga . Plans Examiner; Product Control Division Product Control No.: 9696 -1� 30._03 Test P Product r Seecii`icattons e escriptioo M Manufacturer' AMP 41 C Cut back, asphalt. g generic based coating used to facilitate bonding of dissimilar materials. PA 114 A Annular ring shank, g generic Appendix E h hot dipped, electro or mechanically gale. roofing nails for use in underlayment attachment. PA 114 C Corrosion resistant g generic ;p►ppendix E c circular disc for use in underlayment attachment Wood Preservers $ $alt pressure treated g generic Institute LP - 2 o or decay resistant lumber battens to Product Dimensions Roof Tile Mortar N/A ( "QuikreteC hoof Tile Mortar 9 1140 ") Roof Tile Adhesive N/A ( "Polypro4D AH 160") Valley i:lashing Drip Edge min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange - min. 2" deck flange W 6 ' , :; '; Ptgnk Zutoaga Phnstmithiner, Product Control Division Product Control No,: 96-1030.0.3. • r Test SRj9Aca! ' Product Description Manufacturer PA 123. Prepared mortar mix Quikrete Construction designed for mortar Products " set roof tile with current PCA applications. Sec PCA Two component Polyfoam Products, polyurethane adhesive Inc. designed for adhesive with current PCA set roof the applications. ASTM A 525 Galvanized steel generic valley flashing PA III Galvanized steel drip generic edge W 6 ' , :; '; Ptgnk Zutoaga Phnstmithiner, Product Control Division Test Agency • Testwell Craig Laboratories & Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc., The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Product Control No.: 96- 1030.03 Tim REPORTS Test Identifier .. Test Name/Relort Date Lab..#AAP -2 . •. ASTM 1167 Oct. 1994 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 7161.03 Wind Tunnel resting Dec. 1991 Appendix 11 PA 108 (Nail -On) Letter Dated Aug, 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) 110402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111,:. PA 102(A) - 94 -83 Static Uplift Testing April 1994 PA 101 (Adhesive Set) 94 -034 Static Uplift Testing May 1994 PA 101 (Mortar Set) 25.7200.1 . ; Static Uplift Testing Feb. 1995 PA 102 (Quick -Drive Screws. Battens) Project'No. 307025 Wind Driven Rain Oct. 1994 Test ffMDC -78 , PA 100 ,,: • Frank Zuloaga , :� Plantfkaminer .Product Control Division Deck Type: peck Description: SYSTEM A: Slope Range: Underlayment: Product Control No.: 96- 1030.03 SYSTEMS Wood, Non - insulated • r New Construction j9 1y =" or greater plywood or wood plank. ,Counter -Batten Application 2 ":12" to 7':12" Note: Counter - Battens, at: ' noted below, are required for slope range 2 11:12" to teas than 4".-12" and are optional for slopes o(4"-.12" to 7 11:1211. For slopes exceeding 7 "i12 ", refer to.System C. Install underlayment system in compliance with bade County Application Standard PA 1 I8, Vertical Battens: _ lnstall vertical battens in compliance with Dade County Application 'Standard PA 1 IS Horizontal Battens: Install horizontal 'battens in compliance with Dade County Application Standard PA 118. Roofing Tile: install tile in compliance.: with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1, For re -roof applications,13J }2" ply%yood is an acceptable substrate. r • s ' y • t'rdnk;zuloaga >> Plans °Examiher, Product Control Division • -�� 4 V11 L,, rAA 1W. JJ't -roi YYui Product Control No.: 96- 1030,03 SYSTEMS (CW4TINUED) Deck Type: Wood, Non - insulated Deck Description: New construction "/32" or greater plywood or wood plank. SYSTEM B: Direct Deck Application ; Slope Range: 4 ":12" to 7 " :12 Note: System B is only acceptable in, this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess of 7 " :12 ", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Application .Standard PA 118. Roofing Tile: rnstail the in compliance. with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included In this Approval.) Comments: 1. For re -roof applications,15/s=" plywood is an acceptable substrate. 4 Product Control No.: _9&1030 ,03 SYSTEMS +� 7 (CoNTiNUIED) . A Deck Type: Wood, Non - insulated Deck Description: New construction 19 /j," or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Slope Range: 4 ":12" or greater Note: Horizontal battens, as noted below, are required for slopes In excess or 7 ":12" and are optional for slopes of 4 11:12" to 7 ":12 ". For slopes less than 4 ":12 refer:l0 System A. Underlay,ment: Install underiayment systim in. compliance with Dade County Application • Standard PA 119. Horizontal Battens: Install horizontal battens in.. compliance with Dade County Application Standard PA 119. Roofing Tile: Install tile in compliance with; Dade County Application Standard PA 119. (See "Bata for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, 1313 i ":0lywood is an acceptable substrate. - 6 � 1 • 14. Frank Zuloaga plans irXamine�'PcoductControl Division .... , lr JJ •.N .1u V. WWI I1, 1, Inn 1tv. JJ'1 4.71 Product Control Noe. _96- 1030.03 SYSTEMS (Cokr.1tim) Deck Type: Wood, Non - insulated Deck Description! New construction 19 /j211 or- greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Notd: System D is only 'acceptable in this slope range. For slopes in excess of 71':12"6 refer to.System C. Underlayment: Install underlaymed. system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Roofing Tile: - Install the In eompliance::with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applicatioris,'s /,," plywood Is an acceptable substrate. 4 ,Frahk'2uroaga' w Product Control No.: 9G-I_ t1 3 r DATA FOR ATrASHMENT CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft') X (ft') Profile Batten Application Direct Deck Application 7 11:12" or Profile or less Altusa'S' Tile 0.29 0.31 Table 2: Restoring Moments due to Gravity - M9 (ft -lbf) from PA 102 Testing Tile 3":12" 4 06:12" ' 5..:12" 6 ":12" 7 11:12" or Profile or less greater Battens Direct Battens Direct Battens I Direct Battens Direct Battens Direct - Dow— Deck I Deck Deck Deck Altuse'S Tile 4.47 5.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 NIA Table 3: Attachment Resistance. Expressed as a Moment • M, (ft -lbf) from PA 102 and PA 102(A) Testing Tile TILE APPROVED APPROVED' APPROVED APPROVED Profile APPLICATION NAILS SCREWS FIELD CLIP EAVES CLIP WITH: WITH: 1 nail •2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Altusa S' Tile Battens N/A NIA - NIA 26.80 NIA N/A N/A NIA Direct Deck 6.20 8.40 28,70 5820 21,20 25.30 26.90 34.90 + 1. Quik -Drive screws installed in two manufactured hales located 1' /,' and 1' /s" from the head of the tile. . Table 4: Attachment Resistance: Expressed as a Moment - Mr (h -Ibf) r from PA:101 Testing Tile Tile Attachment Profile Application Resistance Altusa'S' Tile Mortar Set 24,50 Adhesive Set 66,50 ¢ i 3�t . (01.2 t X .31 I Z la P 200 f, -Ste_ a4 loCo •S et �r 12 +rya i"m Welt; Ar`oifuct Cohfrol bivision " 4 • ALTUSA "St , 0 �CLAYROOFTILE • Product Control No., • 72- ZFrauloagagat lans, Examini ',15jon Pioduci Control 1), PROFILE DRAWING ALTUSA ((S$v CCAY ROOF TILE ACCESSORIES. NAIL HOLE Product Control No.: 96-1030.03 GABLE-RAKE Fran uloag 4 —iMifi�i.4"Produd 1 g �Ex Division 1 PROFILIC DRAWING APPROVED SCRBw Product Control No,: 96.1030.03 • • ;T Frank Zuloasa i ,, ,' ' Pla �sx�min er . rodu C` Con1r O Dlvi Division. Product Control No.. 96 1030,0_3 o / r SYSTEM UMM►TIONs 1. The standard minimum roof pitch for Altusa !.S" high profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this product Control Approval. -The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the, required moment of resistance determined in compliance with Dade County Protocol PA 1.15 or PA 127.. Altusa "S" 'file tile profile has been tested for both wind characteristics and static:uplifitperformance, therefore, attachment calculations for installation in compliance with PA I B or *PA 127 shall be done as a'Moment Based System'. i• • 4. For mortar or adhesive set the applications, a field static uplift test by a Dade County accredited testing agency, in compliance with bade County Protocol PA 106, shall be performed, S. For nuortstr set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or Identifiable marking of the manufacturer's name or logo for identification in the field, 7. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Pioneer's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control' Approval of any Roofing Component used in the proposed tile application. Reference shall be"made to appropriate data for the required fire rating, 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the Soutli.Florida Building Code and.-elated protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appenoix W. 16 ' , , � r? � � � Fran uloa;a •� .. �. " P nc Fx iminet.` Pr�rluct Control 6ivkTo* n MAY -19 -97 MON 12:09 PM AK SUPPLY. FAX NO, 954 491 4499 P. 17 Product Control No., 96- 1070.03 Altusa Tile, A,Imar (USA), Inc. 6645 Northwest 77th Avenue. Miami Ft 33166 ACCEPTANCE NO.: 96- 1030.03 APPROVED, February 1311997 EXPIRES' : FebrunEX 13` 2000 NOTICE OF ACCEPTANCE _,STANDARD CONDITIONS l . Renewal of this Acceptance (approval) shall be considered after a Fenewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated In the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered If: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not incompliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product: d) The engineer who originally prepared; signed and sealed the required documentation Initially submitted. is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process: b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the ldotice of Acceptance is displayed, then it shall be done in its entirety, 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies. shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1 through 17. END OF THIS ACCEPTANCE i MIAMI SHORES VILLAGE ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No–..4v .. .. ....................... Date......de /Y »Y .................... Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Fiwrida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at budding during progress of work. Owner's Name and Address........ i �4°......... IIIW� ..... .............N............/!W -... .............Street............ �O 7 J;F ......... ............................... RegisteredArchitect and /or Engineer .......... ............ ............ rG.. �. w............ �.....®... 5,......................... �y..... .....�......................... J =_;�_Z!a� ..........r' ............. %... � ..... .....�f......G......No........1 ...... ........Street.. %'.3 nd Lig De�ac/ n�Lot ..... ........ 1O............................. ............. ...... Block ....... �......... ..........._ ........ Subdivisioa /' G�� Street and Number where work is to be performed— No............ � „ 7�........�� ................... ......Street........ �Q . `?r .................. ................ State work to be �erformed and purpose of building (By Floors) ....4V. 1o4W . . ......G� ...... Lt° NewBuilding ................................ Remodeling ............................... Addition .............................. Repairs. ..................................... No. of Stories.................... eDOrh Site Feeders... ....Conduit...`..V......Main Sw. ...... AAM ...... ........Amps................... M ...ain Fuses.. A .mps n er Type of Installation — Conduit ....................... Tubing.... ... . ............ B. X. L ......................... Metal Moulding........................................ ............................... _.. ... .................................................. ..................I............ ...................................................................................................................».... ............................... .............. ............................... ................ ....... ........ . Amount of Permit 5... "l �P/1/ (Signed).. < : ",.�'Tdy Y...... ... ................... Electrical pector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �� ( Signed) ............ .......fi. ............. _ ..................................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared............................. .................................. ....... ... .... _...... ............ ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ............................ . .._..._...._. --- •-..-............. of the above described construction, and he has carefully read she foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ..._ ....... ................My Comlaisson Ezpires ............................. ........................ .. N o..... Public, .State of.Ploc . ............................... NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES RaIrRIG. IRON RANGE RANGE WATER W. NEAT. SPACE STRIP TOTAL OUTLETS OUTLETS RtcE•P•T•s NO LAMPS OUTLET OUTLET OUTLET CONN. NEATER CONN. NEATER NEATER LIST LIST , y� _/ 4Z CHECK ENT. DIST. SERVICE SERVICE MOTORS MOTORS NEON L, V RADIO TOTAL SW. CAS. TEMP. PERM. 0.1 HP 1•6 HP TRANS. CO TN. LIST CHICK eDOrh Site Feeders... ....Conduit...`..V......Main Sw. ...... AAM ...... ........Amps................... M ...ain Fuses.. A .mps n er Type of Installation — Conduit ....................... Tubing.... ... . ............ B. X. L ......................... Metal Moulding........................................ ............................... _.. ... .................................................. ..................I............ ...................................................................................................................».... ............................... .............. ............................... ................ ....... ........ . Amount of Permit 5... "l �P/1/ (Signed).. < : ",.�'Tdy Y...... ... ................... Electrical pector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or subcontractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �� ( Signed) ............ .......fi. ............. _ ..................................... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared............................. .................................. ....... ... .... _...... ............ ............................... to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the ............................ . .._..._...._. --- •-..-............. of the above described construction, and he has carefully read she foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ..._ ....... ................My Comlaisson Ezpires ............................. ........................ .. N o..... Public, .State of.Ploc . ............................... NOTE: A re-inspection fee of $1.00 will be made when such re-inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. MIAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT Permit No.14i—f— Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance sad conformity with the Building Ordinance of Miami Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all Hiles and regulations of the Building Divlsioo of, Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of work. Owneis Name and Address. � � �. No .._. ° Registered Architect and /or En ' eer ....... l Win Pl betr's N� �/ i�ca acsc gales Dejctipt 1.000t Sk o1r 1 SubdivWgnt.� Street and Number where work is to be pefcsaced -No.. S S.7—......._. State work to be performed and purpose of building (By Floon) _-- ._._______.. _ ......_ - - -_._ _.... _. New Building _. Addition..._ _ ... Repairs- ._.._.......__.._. No. of Stories .................. . Size Septic Tank_. --- -Type of Tank.__ __._...._.__ __._—.-- Capadty CWh .. ... __._ Feet of Drain Tile --- -- Dist. Fact of Tank or Drain Field from Well___.. Nature of Water Supply` 920'Well. _-Size of Soakage Pit ,�— ......._. - A7�_.._� Amount of Permit �.� �� -� Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and 1we com. plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public aotice or notices as or required by t6 Act The undersigned agrees to employ only such sub- contractom on wok to be performed 1 under this permit, AS are licensed by Miami Shares Villages a (Signed) .f— �ejh Master Plumber. STATE OF FLORIDA, l COUNTY OF DADE. r Before me. the undersigned authority. a notary public, duly audweized to administer oaths and take admawlec gments. personally appeared of � well bove described construction, ion, ttheatt first hedhaiss carefully upon oath d%= Wns peep radon. and � he did sign the amq, and that all facts therein by him stated are true. My Commission Expires Notary P"% State of Florida NOTE: A re- inspection fee of 41.00 will be 16ida whw wait rrispoodas it node- aso sy by I z n v e nohow fer iapedioe. or f roky materials and /or wor1®aoship. I CLOSSTS OATH Tuns SNOWZRa LAVA. TORIta SINKS BLOT SINKS LAUNDRY Tunn URINALS CATCH BASIN FLOOR DRAIN DRINKING FOUNT*"* TOTAL PIXTVR(S CONTIN. LIST CHtCK Sr.PTIC TANK SSWzR CONN. DRAIN FILLO SOAKAGa PIT GRCASa TRAP SOLAR HSAT[R Dare WSLL BMIKLR. BYSTSN SWIN'O POOL COKTR. LIST ,---- CN[CK Size Septic Tank_. --- -Type of Tank.__ __._...._.__ __._—.-- Capadty CWh .. ... __._ Feet of Drain Tile --- -- Dist. Fact of Tank or Drain Field from Well___.. Nature of Water Supply` 920'Well. _-Size of Soakage Pit ,�— ......._. - A7�_.._� Amount of Permit �.� �� -� Plumbing Inspector. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act, being Section 5988, Compiled General Laws of Florida Permanent Supplement, and 1we com. plied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public aotice or notices as or required by t6 Act The undersigned agrees to employ only such sub- contractom on wok to be performed 1 under this permit, AS are licensed by Miami Shares Villages a (Signed) .f— �ejh Master Plumber. STATE OF FLORIDA, l COUNTY OF DADE. r Before me. the undersigned authority. a notary public, duly audweized to administer oaths and take admawlec gments. personally appeared of � well bove described construction, ion, ttheatt first hedhaiss carefully upon oath d%= Wns peep radon. and � he did sign the amq, and that all facts therein by him stated are true. My Commission Expires Notary P"% State of Florida NOTE: A re- inspection fee of 41.00 will be 16ida whw wait rrispoodas it node- aso sy by I z n v e nohow fer iapedioe. or f roky materials and /or wor1®aoship. I t, p9s #237 Rev 11 /79 sM M9 I pig I N ST � PH t I [461 y I �1 RuN truE tHRv CQgut3ta4CE I ai GARAGE I 31 I I — — Alk Ou�1E0 G S SCRAPPED 7o OeAm 1,1NE ad eGrcIM4 up WALL I bawm WALL q ql a3� . i I SECTION SCALE DWG. BYII ����le� GAS SYSTEM .Inc. PkoPoScb PipwC, FRom METER To POOL NTP, IT M/ NE I® 5T J0. AYE. DATE if IB b 0 SHEET I or 1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approyal of the detailed statement of the plans and specifications herewi submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Bull in cc of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores ill a and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified oj not. A copy of approved plans and specifications must be kept at building during progress of the work. nat6:: - -% Owner's Name and Address ................. .. _._. .._.......: �. t RL ..._ Stree . . C .::.. .......... ---. -._.. a No... Registered Architect and/or Engineer...... -- .......... ...... - ........ _.- --....__:. -• -- •- ••- •-•- - -•• -- -- - - - - -- ------------- -------- -•..... _ ..... ............................. Name and address of licensed contractor -_ -- -- -__w_ ... a. - - - -- - :- _._------__--_-----------...---..... -------------- ---- .__.......... Location and legal description of lot to be built on: Lot-------- — ...... -- _ ...... --- ------ ._ Block---- - - -• -- ......... _........... Su vision._..- •---- ...._. ... .... - .... _._ _. - _.---_.-_........ - .... _ ...... -- Street and Number where work is to be done .............. . ............... _ . ._�_..._ - .._... .. State work to be done and purpose of building (by floors).. `� I _ — •---------....................... _.._. ----------- "....and for no other purpose. New Building __ ............... Remodeling --- - ._ .............. _._ Addition ....... _................. Repairs, .............. _-------- No. of Stories ....................... _. To be constructed of_ .......... _ ............... Kind of undatio� ._._.. _ .................. _ ...... ..__._. _ Roof Covering.._; ..._....-- ....... . Estimated Total cost of improvements $.__ .. __ _.._-._.Amount of Permit $ .... _.. ..___---- ---------- _ -• ..�... ... .,.. ...................... Zone cubage required----.-- ____ .__ _____ . _ _Plan Cubage__.___.___..._ _ __ __- _ -.___ _. _ __ . _ ....................... Distance to next nearest building -_-__ _- _.__._._.- ._........,_..._..Size of Building Lot ...... .. . . . .. . __ _ _. Maximum live load to be borne by each floor._._-- -_ -I hereby submit all the plans and specifications for said building. All notices with reference to the building sad its construction may be sent to - The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5988, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sab-co tractors em oyed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work suci� public notice or notices as are required by the Act. The undersigned agrees to employ only such ntractors, on w k to be pe ,. ormed under this permit, as are licensed by Miami Shores Village.' Remarks__ (Signed) STATE OF FLORIDA, ! �' COUNTY OF DADE. J �' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take ackn"Iedgments, personally ap- peared _._. ._._. .-,- ...... _ _. __ _- �_. to me well known, and who, beinna by me first duly sworn, upon oath deposes and says that he is the -- ---------- - --- ...._- _------ - - - - -- - __--- •--- ----- I ............ ....... of the above described construction, that he has carefully read the foregoing application, and that he did sign a same, and that all facts therein by him stated are true. Permit No. (° f _ _..__. Date. ° 3 Read, Sworn to and Subscribed before, . Disapproved L Date -_ _. ___ .� - Public State of Flori (Signed) ..._ �.� .. ..--_ I� Building Inspector My Commission Exp es ........ ....... ...... ..._._..._.__..._. ._ .. { PLANNING, BOARD_......ti...... _--- --------- - -...__..,.-_ -DATE Chairman . _ ---- -_..._ _ _._.._. _ Member ....... _ ........ _...... _ Member_.--- _.._...._ _._....___. Member _ .._--- - - - - -- a -- _ Member ......... ......... •_ ...... _ _.._._ Member - } _.- . -.._. ..... .. ... _ Council Approved.r._ _ _..:_ - -•- ...... ........._ ___,._:.___ Date Disapproved ---------- Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approi 1 has been obtained from the Planning Board. . A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notii a for inspection or faulty materials and /or workmanship. !Ili � ;7s_;?_Y /Tf 1 MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approvai of the detailed statement ur cite plans and specifications herewith submitted for the build - inc or other structure herein dewribed. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores VillaSo shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Datei 1 2.. .».�»»..;..� .................». »...19.84 Owncr s Name and Address ....... x...... I . 4..��.»»»» » :........ »...».......»».»» --... No.... 1491 ' g— „N_�E. » 102nd St RegisteredArchitect and /or Engineer .............. .... »..»..». ».. »...». „... »..... »C ........... ..,.......... ........................ ..... Name and address of licensed contrgctor ...... Q ��1.». .e..» oippany„10731 N.W. 7th Ave.. _.Miami, Fla. Location and legal description of lot to be built on: /® 3 -7-05- AyG el Z® Lot .......... ..................... »......... Block..............1 .. »..... ».„ SubdivtsionMialRi Shores Bay Park EfitateS» Street and Number wheru work is to be done....149.1.. N. E « � n._ - 7� St i :..ElArJAa.. ». »... State work to be done and purpose of building (by floors). _»»_» -». __ .................._ »- »..»»»»...._»...... ..........__ „_. �..zxtsta.1.1...A..! ..feel _Mimyi ... _ ..... .. „.�...»..._ .................... .... .. .... ... ... _ ..... . ................... . ...»...... »»»». .„..».. ,.»».»»»»..._..»»».»...».l..&ad for no other purpose. New Building......... ............ Remodeling.. .............. Addition............... ...... Repairs.. ........ „........ No. of Stories........ »........» To-be constructed of ......................... Kind of foundation „......»...... ................................ ... ..... Roof Covering 4........._.............._.... » 830 00 ;�- � ... .. Estimated Total cost of improvements $ ..._........'..•- •• »_....... »»....._•••».Amount of Permit 9,..� ......................: „............_................. _....... Zonecubage required ... ..... .......................... _....» _. .......»Flan Cubage ............ „»»_......:. »-_.». ....»_........................_ Distance .to next nearest building ............. ............. ».........._...._....Size of Building Lot ...... M•..3.. Lia . ...... ..„ ............_ .. , Maximumlive load to be borne by each floor ...................... ........-» ......................... » ........ „ ........ ........_...... ..... . ....... .......... ............................... I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may besent to .. ......... ..................................... : ............................................. ........................................................................ „........ The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 3966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub•ccmtractors employed by him in the work to be performed under this permit; and will post or cause to bg posted for inspection an the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only su tra oa k tb be performed under this permit. as are licensed by Miami Shores Village. Reir�rrks _._._............_._.. ........ _ _... ... „..»»»..._»»_._„„_»._.. (signed UJohn A. Ign S STATE OF FLORIDA, � . Cardinal Fence Co. (Owner) COUNTY OF DADE. ss .Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. persorlaliy ap- peared ._........_.- . -.... _.._........_ ............. _ ....... ....._ ......... _......._ ...„....._ ..................... »... » »_. „» .._» �.....»...».» �......... ».... »_ ....___ ..._ ..._......... __ ..._.. »„...._._»„ ». „ »...» „„_._...» »„to me well known. and who, being by me first duly sworn, upon oath .deposes and says that he is the . .................. ........ _............... --------- ...... ............. _........„ of the above described construction, that lie has carefully read the foregoing application, and that he did sign, the same, and that all facts therein by him stated are Permit No.. '. �.d... _:.. „.... Date. Read. Sworn to and Subscribed bef me. Disapproved1. Date.._..__»_»..._ _...... .... ......................... '9: t” Notary ublic. State of Flortida ( Signed) ......... ........._ ... »_ »..» .......... »...„.. »„ Building Inspector My Commission Expires...._.... PLANNING BOARD___...... Chairman .. ... .. ........ .... ........ .»._.. »„.. ..» ........... „................... Mernber Member.. . . .............. ..»....._»._ ................... �.._ ,..._. _.. »........ . Member ........». » „...... ....�._._._».. ..»._..„....»..,..„ ..._ Member_....._.»._.. ._..»„.......__.........» »».. Member».�......._... _...........»...... ...»._...„... „_...__„ .,._..... Council Approved ..... ...._ ..................... .._„. -._ _Date Disapproved ------------ ......... ...........................Date NUT 9: A charge of $1.00 will be made for making corrections or changes to this application after appiloval has heat obtained from the Plannin„ llu.ud. A re.insix•c•tion fee of $1.00 will be charged when such r&fnspection is made necessary by improper ice for inspfttirm or faulty materials anti /or workmanship. (•�.� 7ta�.'J III » « t t' • may• N \ - • ' . • :�,.�._.,l R•l• !• Ju 4S� -H. _'�0 ��}��'fj•�. �•y /.I 1. t ��.��i •� _ - » � � +y. � !.: i''t • :1.0 �'! a ft `° '-' . S.i. ♦ . i.. � �.•s '.' \.tom; •,� . ' 7. s�tas r !�lry i Vm gv^%fntdp "MAWrJ t •i •4 '- { - aWAX2sue. w 10 A.•. -�y •i LLVCI - _ 1 mow• .,T� �r •.�M .Y.'+ t Y ��.• +„ �• �'' �1" •' o r t•{•,'_•'•_4_; t r -L.�.- � �y� - _ a •' �::i :,: ,�.: ^,. •c't� •�'1 :': ST.Gdtl'g'.. •_ : ?,1./t.•., ...} �i . �j. 3' ',:ice .,T °' - .•�, z• .;�, � 4 r !�N t.y. „,. -� - }.,Z+ ' • Q.,'10Md �..'=y QN �I�\ ti'�.. 1 .w - L_ .3 • �'a�a'� .V - a:_ •}�� �a i4�.} �4+'a� t7• �� � � _ t .i•,► jJ �,. -M . • y _. •,lF a •. .t. w ...•.• '.J m ^yam � '. - �v t l/ �,,�) 0 MIAMI SHORES VILLAGE M5 131 BUILDING INSPECTION DEPARTMENT `� APPLICATION FOR BUILDING PERMIT Application is hereby made for the approN -al of the detailed statement art the plans and specifications herewith submitted for the build inc or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Vilhige, Florida, and all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be compliede with, whether herein specified or not. A copy of approved plans and specifications must be kept at building 4uring progress of the work. 3'' - Data.. -�� 2 S ........_.._...._.....19 Owner's Name and Address ....... ' „!...........JS.. :./ !a�..... . ....... »___ No. L11L_ Stree�»»,t » RegisteredArchitect and /or Engineer .... . ....... ., W.—r —T ..... »... »... »......./'j ... ........... ». t :r....R....,..,,..,,.: «...•+,.., n. s,..:. ,,..... ?....................... Name and address of licensed controctor...L�.7i�.._.�eQ�'! . Location and legal description of lot to be built on: Lot............ ............................... Block ..................... ........ Subdivision._ ....» ._.» .. ».._._...._. ...._............._.._......... Street and Number where work is to be done. »_......1.y.� .. ....�..i�_...s!..� Z .._..s,:�.2��.......___,_._. _.. ». ». State work to be done and purpose of building (by floors). Z:/& .AT—A- & w~� _ ........ ................. .......»....................... ..........»»...... ........._.._..... »....»....... .. ».._ »». ».. »... »...»». ........surd for no other purpose. New Building .............. ....... Remodeling ........................ Addition ...... _.................. Repairs:.. ............. No. of Stories ...... .._... » To -be constructed of ......... Kind of foundation:....».._...•. ................................ ........... Roof Covering ... » ...... .........sas s...... »... »_.—. Estimated Total cost of improvements S ....... •••• »• -» »•»•••••Amount of Permit . »...° » ........ • »......... »_.................. _.._. . Zonecubage required...,... .................. . ................ Cubage ............. ..... ......._.. .............. _... .-._._.-.... .................. _ Distance .to next nearest building .............................. _ ... __..._._ _ _».Size of Building Lot........... . Maximum live load to be borne by each floor ........................... ..•. .......................................... »......._._»»._... ...... ....... ...................................... .... I hereby s bmit all the plans and sped ications for said building. All notices with reference to the building and its construction may besen ............. 7 ........ U .... 7.t ....... ' ............. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Snp element, anti has complied kith the ttrovisions thereof, and will require similar compliance from all contractors or sub-co ctors employed by him in the work -to be perfornicd under this permit; and will post or cause to be posted for in ecru on the site of work such public notice or notices as are required by the Act. The undersigned agrees to employ only such oa nor performed under this permit, as are licensed by Miami Shores Village. Remarks..._ ................... .... ........ .... _ ......___._. ( Signed) N' ». STATE OF FLORIDA. /`/ � COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments. personally ap- peared ....._ ................. ..._ .......... ..................... ...•.. ......... _....... _ _. ................. » .......... ....._........»._.._..�._.. ._....— _.....».... »_.. .. _ . .......... _ .._ .. ............ ......_ ». »._..... _...».. •._ . ._to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the . .................. ........ ... ......................... ._.... »...... ......._._.._ of the above described construction, that he has carefully read the foregoing application, and that he did sign the same. and that all faces therein by him stat ) k—L— Permit No.. :. Date... k•d Read, Sworn to and Subscribed before rime. . ... ... Disapproved_.. Date .._. ...... _....._.._. ....... ..................................................... Notary Public, State of Florida (Signed) - ._._. .._. .. .. . ................... ..................... »..»... ».. Building Inspector My Commission Expires ..._............•.....h.....,. PLANNING BOARD ..-_........_ ....... .............. _..:.....•_...._DATE Chairman ...... . . ........ ».... »...._.._...... »» » ..... _ ... ».__.. .... Member ..».._.. » »...... ».. » ». ._._......»..»...... —. »...»........._..._ .Member ....... _.........._..». ._..._ »_.». ........ ..•..... Member _..._.._... — ».. »....... _.. »._......_.. _». »......._.... ».... ».... ».._ Member.. ..... ..................._._........._._ ........._._..... ». »_....._..__ Member _.._ ........ .........._........»».. .... ............ »_... »_...._..._ »._ CouncilApproved ..... ».._ ............. .._.. ............... _..,..... ...... .........._Date Disapproved ......... ... .»».»» .................................. .... ...........Date NO T E: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained I'Mia the I'lannin- Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice far inspection or faulty materials anti /or workmanship. Me 8 h -j I 10 TIE RODS WITH DEADMEN -j a., W PLAN a a 181 g t, ' l a } 'kAST1ry COATED , CONCRETE DEAOMA-N 3'0rr. X 31010,X gn- f EXISTING SEAWALL cOdUktO CONCRETES <- TOE OF 8 ERMA 1... SECTIONz�� -_ DOCK AND MARINE-�WNSTR.,t IbN SEAWALL REPAIR FOR THE STORER RESIDENCE R J�..TR DAVIS'. ENGINE ER69 P.A. �N1IAW°` H THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT ❑ WITH NO VARIANCES ❑ WITH VARIANCE(S) LISTED IN "REMARKS" NO OTHER DEVIATIONS FROM THE MIAMI SHORES BUILDING AND ZONING ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY LISTED BELOW. ALL OTHER APPLICABLE STATE AND COUNTY LAWS MUST BE COMPLIED WITH BY ALL PARTIES. Authoroed Slg FIRE DEPARTMENT PUBLIC WORKS :POUCE DEPARTMEN1 =BUILDING DIRECTOR PLANNING & ZONIitG L'ur PILLAGE COUNCIL APPROVAL PRELIMINARY: FINALt REMARKS: Date COMPLIANCE WITH THE SOUTH FLORID:: BUP.DI.:G BY MIAMI SHORES VILLAGE IS REQU.RED. TAE ARCHITECT, BUILDER A SUB CONTRACTORS ARF :.:. K :O':ltF""E OF All ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HE EIAI i F Au, TOE OF 181- �t MASTIC COATED CONCRETE DEADMkU 310" X 3101 X 8 "' 4 *5 EW EXISTING SEAWALL (POURED CONCRETE) SECTION DOCK AND MARINE CONSTRUCTION, 0. DAVIS ENGINEERS, P:A. - SEAWALL REPAID FOR THE STORER RESIDENOE 1 4911- NE- I O2 STREET MiAMt SHORESsFtj