The URL can be used to link to this page

WS-12-195Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 170461 Permit Number: WS -2 -12 -195 Scheduled Inspection Date: February 29, 2012 Inspector: Bruhn, Norman Owner: RITTER, BRUCE Job Address: 9707 NE 1 Avenue Miami Shores, FL Project: <NONE> Contractor: APC ENGINEERING ENTERPRISES INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060132430 Phone: (305)219 -8267 Building Department Comments REPLACE ALL EXISTING WINDOWS WITH NEW IMPACT 23 WINDOWS Passed p Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 169612. layout and window type does not match plan. provide a revision. NB February 28, 2012 For Inspections please call: (305)762 -4949 Page 33 of 40 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 67 Permit Type: BUILD NG ROOFING OWNER: Name (Fee Simple Titleholder): Rrut it Pi✓ Address: on 0 iU E. 5 fi /,li kfe, Permit No. WS '"a ' i a —i Master Permit No. Phone#: City: 011.0.o/it S In o of State: Pc Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: '"'I i 01 i'J C k City: Miami Shores Folio/Parcel #: 11 3.O t, 01 ?a. -1 30 County: Miami Dade Zip: Is the Building Historically Designated: Yes trD Flood Zone: CONTRACTOR: Company Name: ete C En j i v1 e o r a ol Address: k S (9 vJ L LEA '" C. v\P E.0 k" Phone#: ,o S -Z (1 'kZ City: 1410 (P A IA State: C-!s Qualifier Name: lie to Ltt e Poi State Certification or Registration #: tS( von- n- Certificate of Competency #: Contact Phone#: 20 J — i1S -3 `) t Email Address: di au t of at Zip: Phone #: 4 (0� 5 o Cu / C 4-7 DESIGNER: Architect/Engineer: Phone #: 0 Value of Work for this Permit: $ box- 0 Type of Work: ❑Addition DAlteration Description of Work: R e e. of Li i N A �- tee c L,J J.-L/1 • 4 Square/Linear Footage of Work: New R air/Replace v�,..zs a - e)- DDemolition 'x:44114.7. f.V.' ,t? '9 41 $ 7.1t A a ∎:,w,a" fff n,:7. Permit >i *** *Fees***************** Submittal Fe ..?9c) CCF $ C $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat Owner or Agent The foregoing instrument was acknowledged before me this o2 The foregoing instrument was acknowledged before me this a day of 2 O , 2012, , by Br'uee -t V'�r , day of caC) , 20 U, by betv�`� �� 11�.' , who i rson o me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign Print M EI >:� s f , .(WY) ;F nc;Expir . � RoRO Notary tic - se of 1 MY Comm. Eapras Jul 28, 2015 ** ■ APPROVED BY as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: f d L1 41 e- VvLou9anissita xnirea: — _ _ • • SANDY ROMERO Nobly Public - State of Florida tareormoixonetefilittlie Commission # EE 116040 4 Plans Examiner e' Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) • Zoning Clerk BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Division (In Miami—Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. SH08- 01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window ", sheets 1 through 6 of 6, dated 04/02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 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 No. 08- 0219.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.maimidade.Gov/buildingcode NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08-01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 04/02/08, revised and dated 03/04/10, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08-0219.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08-0219.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and FBC 2007, prepared by manufacturer, dated 12/22/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300-02 (Submitted under previous NOA No.08-0219.03) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 E -1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E. I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 08, 2009, signed and sealed by Francisco Hernandez, P. E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No.08- 0219.03) 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No.08- 0219.03) G. OTHERS 1. Notice of Acceptance No. 08- 0219.03, issued to Sunshine Windows Manufacturing, Inc. for their Series "2000 Aluminum Single Hung Window - L.M.L", approved on 04/24/08 and expiring on 04/24/13. E -2 Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 1217.05 Expiration Date: April 24, 2013 Approval Date: March 24, 2010 G 2 HEAD ANCHORS SEE CHART `.a 4" 10"MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TIPICAL ELEVATION 1 OVER 1 GENERAL NOTES, 0, 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL -5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE. 4.- FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED DESIGN PRESSURE CHART - PSF SERIES -2000 ALUMINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW ANCHOR DISIGN DIMENSION SCHEDULE PRISSURE•PSE HEAD WIDTH HEIGHT APEE ND fail. PER IAMB EST. M. 19 1/8' 3 90.0 90.0 28 1/2" 3 90.0 90.0 37' 28" 4 3 90.0 90.0 53 " 6 77 75!_, 19 1/8" 3 90.0 /, 90.0 28 1/ " 3 90.0 90.0 37 38 3 4 4 90.0 90.0 83 1 e• 6 75.0 75.0 19 1/8" 3 C.232I,ML 3 90.0 28 1/ 90.0 �" 50 5/8 4 6 90.0 90.0 53 1/8" 6 75.0 75.0 • 3 75.0 75.0 ®28 1/2' 3 75.0 75.0 37" 4 7 •. • 75.0 83 1/6" 6 75.0 75.0 19 1/8" 3 75.0 75.0 25 1/2" 3 75.0 75.0 37" 74 1/4" 4 8 75.0 75.0 53 1/8" 6 75.0 75.0 IMPACT RESISTANT WINDOW Division 12 -8 -09 FRANCISCO HERNANDEZ FLORIDA PE S 51393 me .oes Mmstectuhlg, Inc. 1745 N 3302 Race P1u (300)354-2582 Fme(305)828 -5118 WWI RF ::act. t2=1 RMeiau 12 -8-09 Rarwam DRAWING NO, SH08 -01 SHEET 1 OF 6 c' 2 1/2° MIN. 2 1/2` MIN. DETAIL Al ATTACHMENT TO MASONRY GLAZING DETAIL 0.080• DUPONT BUTACTIE PV8 1/8• HEAT 1/8• HEAT STRENGTHENED STRENGTHENED 3/8' GLASS BITE (MINIMUM) Mils s mririvo SILICONE PECORA 899 TYPICAL ANCHORS 1/4' TAPCONS I 1/4• MW. EMBEDMENT INTO MASONRY THROUGH 1• BY WOOD BUCK (FOR OP ANCHORS REFER TOSHHEET I OFM8) R TYPICAL ANCHORS 1/4` SINS 1,,I /2' MIN. PENETRATION INTO WOOD. (FOR OF A NUMBER ANCHORS REFER TO SHEET I OF ) 2• BY WOOD BUCK DETAIL A2 ATTACHMENT TO WOOD TYPICAL ANCHORS 1/4• SINS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET I OF 8) DETAIL A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1 /8" MN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW 8RODUCTREVD >m complying wTth KA Florida Bulleng Coda Ascaptaise , CC en 12$421 FRAANR IBC PE ANA E no Wi ows Monufactw ng, Inc. 1744 W. 33r4 Roos INaI.eA, FMda 33012 Plu (348)334 -0882 Fina(308$28 -8118 ORA4410 NO. SH08 -04 SHEET 2 OF 6 1 rIrIII { a IF Manufacturing, Inc. Fem(505)826 -5116 • 4 . •• ' • . �.'i Z • . �• . • :,■� i • z •• 'SO, i N�yp' :• :.s, +;' 3/4' a60I. NON— BF48NSt GROUT OR 1• BY MOOD BUCK a y. — { .:,, 2 1/2" MIN. 2 1/2" MIN. 2 1/2" MIN. 2 1/2" MIN. TYPICAL ANCHORS TYPICAL ANCHORS 1/4" TAPOONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) ::.- li',K INTO MASONRY THROUGH 1' BY WOOD BUCK 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT AND NUMBER OR NON SHRINK NON METALLIC GROUT < ----' (FOR OF ANCHORS REFER ACINGEET 1 OF ` I DETAIL Cl ATTACHMENT TO PRE -CAST SILL DETAIL CZ ATTACHMENT TO MASONRY � — 1N 1 S 1 TYPICAL ANCHORS ��,...■• 1/4' SMS THROUGH METAL. _�i`! : 0 (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF B) 2" BY WOOD BUCK DETAIL C4 ATTACHMENT TO METAL STRUCTURE TYPICAL ANCHORS (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) PRODUCT REVISED es complying with Uu Florida — O eN RF 1/4" sacs 1 1/2" MIN. PENETRATION INTO WOOD. ON MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL C3 Datst 8v 1/ Ri Nlem 12 -8 -09 ' ^ No0 ° — fa SSHOB_05 ATTACHMENT TO WOOD TYPICAL SILL SECTIONS �'-•.. FRANCISCO HI7iNANDEZ FLORIDA PE N9 51393 —... IMPACT RESISTANT WINDOW SHEET 3 OF 6 1 /e MAX. SHIM SPICE e TYPICAL ANCHORS SMS 1 1/r MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D2 ATTACHMENT TO WOOD TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D1 ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' SAS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL VAUDS FOR .NUMBS. HEAD AND SILL ATTACHMENT TO MULLION DETAIL TYPICAL JAMB SECTIONS IMPACT RESISTANT WINDOW TYPICAL ANCHORS 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL D3 ATTACHMENT TO METAL STRUCTURE (STEEL. OR ALUMINUM 1/6° MIN. THICKNESS) PROnurrn6Nsso es GOMA** With ma Florida BufMkt8 Coda °aNu z, g6 12,4.4 FRANCISCO HERNANDEZ FLORIDA PE # 51393 151 M.1 Dmmm en RF Data 21 2 a.1. Rr ,1am, l2 —B—O9, Rawetaa. DRAWDXi NO. SH08 -06 SHEET 4 OF 6 (SEE DETAILS C1, C2, C3 AND C4 ON SHEET 3 OF 8) VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW PRODUCT RRVISLO es complying with gm Florida Matting Casio I 1�L0 Acceptance No I'M' BY Division t,L_S. peg FRANCISCO HERNANDEZ FLORIDA PE # 51393 Dote: swim 1 2 ®l Revision 12 -8 -98, Reldmu WAIVING M SHEET 5 OF 6 1.31 —_ —I rI 0.089 I 0.812 0.304 MATE1ifAT. 0912 2. � J' C: L J 1•269 .388 GLAZING BEAT Sp�.1101 SSW- -0144 8063 -TS L I MEETING RAIL BO -018 2 a 0.062 2314 D' 37 SW -011 1.828 --� 2.000 8083 -T5 0,pg0 1.. r� 8 l SASH 1 � 0.512 TOP SW -017 808348 0.060 I-- RAIL 8 2.076 —I FRAME SILL SW -52101 6083 -T8 1375 FRAME JAMB SW -011 8083 -78 8083 -T8 I-- SASH 1.890 ---1 i.- 1.000 BOTTOM RAIL 3-TS 1r 1 0.510 SASH 8063 92.7E0 0.080 1-- SIDE RAIL -T8 0.18 0.718 1324 SASH BOTTON RAIL PLASTIC KOCETAL K300 MATERIAL LIST ITEM* PART* REQD. DESCRIPTION MATE1ifAT. I SW -014 1 FRAME HEAD 8083 -T8 2 5W112101 1 FRAME SILL 8083 -T8 3 SW -011 2 FRAME JAMB 8083 -T5 4 SW40111 1 MEETING RAIL 8083 -T8 8 SW -017 1 SASH TOP RAIL 8083 -T8 8 SW43388 1 SASH BOTTOM RAIL 8083 -T5 7 8582928 2 SASH CAM NYLON B SW -012 2 SASH SIDE RAIL 8083-78 a SW-AS AS REO ASSEMBLY SCREWS Ij 8X1' PH PHILUP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON • 11 SW43383 2/ ENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS ROD SEAL PILE FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL 14 - AS ROD SILICONE DC- 899/0E -1200 1S SWW101 AS ROD GLAZING BEAD 8083 -T8 18 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -887 2/11ENT LATCH ZINC 18 SW3082 AS ROD WEATHER STRIP BULB VINYL IMPACT RESISTANT WINDOW 00420replying with do Merida eDNo0 12 .G6. 013 (e.g..00f FLORIIDA�PE # 51393 MaIdoSturIIg, IAC. 1748 W. 33rd Nam IQeLoh. Rmido 33012 PIi (308)384-6862 F ,(308)828 -8118 F r prom RF Datm 0 soave 1/2%.1. DAN= 12 -8-09 Redslata 050011G NO. SHOB -03 SHEET 6 OF 6 +46.46 PSF -50.40 PSF ZONE 4 w 17 FEB 2 2, 2S2 +46.46 PSF -50.40 PSF +46.46 PSF -50.40 PSF ZONE 4 ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 w 14 +46.46 PSF -50.40 PSF ZONE 4 13 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 ONE STORY RESIDENCE 9707 NE 1st AVENUE MIAMI, FL 33138 +46.46 PSF -50.40 PSF ZONE 4 w 01 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF w ZONE 4 21 +46.46 PSF -62.21 PSF ZONE 5 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 02 03 w 04 w 05 w 12 w 11 w 06 w 10 w 07 w 09 w 08 FLOOR PLAN SCALE: 3/8"., 1•-O" +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 Me We MI !CB Oa C APC Engineering Enterprises, Inc 2150 WEST 10th AVENUE IiIALEAH, FLORIDA 33010 (T) 305.885.5371 - (F) 305.885.5073 lulloe@Imuenglneedng.com CA*. 28413 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 [PERMIT #0vG12 -1et5 Marini Shores Village APPROVED ZONING DEFT _ftDG DEPT SUBJECT 10 Cr.P,IPi1ANCE WI fH ALL FEDERAL STATE AND C(1.IjN RLLES AND REGULATIONS LUIS M. UL LOA, P.E. CML\STRUCTURAL ENGINEER STATE OF FLORIDA UC.D 83909 CONSULTANTS: PROJECT WINDOWS REPLACEMENT 9707 N.E. 1st AVENUE MIAMI, FL. 33138 CLIENT INFORMATION: BRUCE RITTER 9707 N.E. 1st AVENUE MIAMI, FL. 33138 ISSUE DATE PERMIT SET 02 -01 -12 _ REVISION 02 -16-12 FLOOR PLAN DRAWN 8Y: AD PROJECT*. 03 -AP -12 CHECKED BY: LU SCALE AS NOTED ORANANO: S -1 NEW IMPACT RESISTANT WINDOWS SCHEDULE MARK MANUFACTURER TYPE SERIES QUANTITY SIZE OF OPENING MIAMI DADE NOA # RATING REQUIRED PRESSURE W (in) H (in) MISSILE + (PSF) - (PSF) ZONE + (PSF) - (PSF) W -01 SUNSHINE WINDOWS HORIZONTAL. (MX) 1650 1 79 -3/16 50 08- 0820.12 LMI 60 60 4 46.46 50.40 W -02 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 60 -3/8 37 -3/4 09- 1217.04 LMI 53.33 78.90 4 46.46 50.40 - 3 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 58 -9/16 59 -5/8 09- 1217.04 LMI 53.33 62.00 4 46.46 50.40 W-04 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/8 60 -15/16 09- 1217.04 LMI 53.33 75.00 5 46.46 62.21 W -05 SUNSHINE WI DOWS SINGLE HUNG 2000 1 19 -1/8 38 -3/8 09- 1217.05 LMI 90.00 90.00 4 46.46 50.40 W -06 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/4 37 -3/8 09- 1217.04 LMI 53.33 88.40 4 46.46 50.40 W -07 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/8 60 -3/8 09- 1217.04 LMI 53.33 75.00 5 46.46 62.21 W -08 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/8 60 -3/8 09- 1217.04 LMI 53.33 78.90 5 46.46 62.21 W -09 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 78 -7/8 60 -3/8 08- 0820.12 LMI 53.33 78.90 4 46.46 50.40 W -10 SUNS IN WINDOWS SINGLE HUNG 2000 20 -1/8 60 -3/8 09- 1217.05 LMI 75.00 75.00 5 46.46 62.21 W -11 SUNSHINE WINDOWS SINGLE HUNG 2000 1 20 -1/8 60 -3/8 09- 1217.05 LMI 75.00 75.00 4 46.46 50.40 W -12 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/4 37 -3/8 09- 1217.04 LMI 53.33 88.40 4 46.46 50.40 W -13 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/4 59 09- 1217.04 LMI 53.33 75.00 4 46.46 50.40 W -14 S N • - '' ,Bs " - 'i` WTI • 1. 0 • - 09- 1217.04 I. • - . s 0 �' 4 46.46 50.40 W -15 SUNSHINE WINDOWS HORIZONTAL (MX) 1650 v v w 1 -..-- 92 -1/2 51 v wv v v 08- 0820.12 �W V✓ LMI 56.00 56.00 4 46.46 50.40 W -16 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 92 -1/2 51 08- 0820.12 LMI 56.00 56.00 4 46.46 50.40 W -17 SUNSHINE WINDOWS SINGLE HUNG 2000 1 19 -1/2 37 09- 1217.05 LMI 90.00 90.00 4 46.46 50.40 W -18 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 40 37 09- 1217.04 LMI 53.33 95.50 4 46.46 50.40 W -19 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 79 37 08- 0820.12 LMI 60.00 60.00 4 46.46 50.40 W -20 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 58 60 09- 1217.04 LMI 53.33 62.00 4 46.46 50.40 W -21 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 58 60 09- 1217.04 LMI 53.33 62.00 5 46.46 62.21 W -22 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 60 37 09- 1217.04 LMI 56.00 78.90 4 46.46 50.40 W -23 SUNSHINE WINDOWS SINGLE HUNG 2000 1 17 41 09- 1217.05 LMI 90.00 90.00 4 46.46 50.40 TYPICAL 2x P.T. SOUTHERN PINE GR. #2 WOOD BUCK C APC Engineering Enterprises, Inc 2150 WEST 10th AVENUE HIALEAH, FLORIDA 33010 (79 305.885.5371 - (F) 305.885.5073 lul loa@Imuengineertng.wm CAE 28413 PROVIDE 1/4 °0 CONCRETE TAPCONS MIN. 2° EMBEDMENT INTO EXISTING CONCRETE OR CMU WALL TYPICAL WOOD BUCK ANCHORAGE INTO CONCRETE OR CMU SCALE: N.T.S. L IS M. ULLOA, P.E. C LEITRUCTURAL ENGINEER ATE OF FLORIDA LICE 83909 CONSULTANTS: PROJECT WINDOWS REPLACEMENT 9707 N.E. 1st AVENUE MIAMI, FL. 33138 CLIENT INFORMATION: BRUCE RITTER 9707 N.E. 1st AVENUE MIAMI, FL. 33138 ISSUE DATE PERMIT SET 02 -01 -12 REVISION /I \ 02 -16-12 WINDOWS SCHEDULE AND DETAIL DRAWN BY: AD PROJECT O: 03 -AP -12 CHECKED BY LU SCALE: AS NOTED DRAWING: S-2 BUILDING Miami Shores Village Building Department FEG° L 14 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. NS l2i PE PLICATION FBCIy- � Master Permit No. Permit , ype: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Br n, GG Q-t+$c. r Phone #: 3o S ') ire 41(19- Address: 6i 7 O N 6. 1 S4- ct, v� City: W1 t o wv k $ In cr r s State: - Zip: Z?f3t Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: a 10 ') N l Sf q, vv., City: Miami Shores Folio/Parcel #: 11-32049- 2 (3 Is the Building Historically Designated: Yes County: Miami Dade Zip: 2 3 13k Flood Zone: CONTRACTOR: Company Name: As PC, �v+� i n e v� �► '� Address: 2. l co (,a • L 0't-An Phone #: 3U S - Zi 224.9- City: 4.4 (*.ea I., State: EL. Zip: 33-o / 0 Qualifier Name: 'Dav\ 4 `3=, tesn,8l t q. Phone #: 3O C 2 C ei •-6:12...G '} State Certification or Registration #: C-6 -C (.5 t.2 1 ?-4- Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Lul S (Al 10 A Phone #: 305 $'Kr S 3-) Value of Work for this Permit: $ g(x2 b . c". Square/Linear Footage of Work: ❑ ❑ ❑ ot Type of Work: Addition Alteration New l=iRepair/Replace ❑Demolition Description of Work: R,e e1 at C all t i dv,,,Ar w t±h n ew ■ M (2. W v', ®O"VS o ., f • ***** x: x:*: x: x: x******************* ***** ** Fees************* ** ******* ** *** *** * * *** ** * ****** Submittal Fee $ Permit Fee $ �? 0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 514- ` I, Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature /6 ' Owner or Agent The foregoing instrument was acknowledged before me this 2 day of r{ t; , 20 L, bf e IU ,I %l e who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My ** • 11 r. 4y. SANDY ROMERO Notary •.` S1 rittiV min � °re. • ' `' `r Commission i EE 116040 E ires: 1,..• Signatures Contractor ne4 The foregoingstrument was acknowledged before me this day of 6 ill, 20 . , by —WO C iYE-. c h. , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk ibssaikteletatitAditerahmet - volvl 84-4 lot;h,0•01IA ,•Pft er0t,: AS lot ,:c:Athroi 3A I••• • c:1,14•: -1„ ohm. -00•64 • : • ; 0.4 ;ix 4 0, " NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 3206-0 /2 -2M2O 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. 111111111111111111111111111 CFN 2 1281_ 0951c #7' OR Bit 27992 F's 34074 (1.Ps ) RECORDED 02/09/2012 15:5 :26 HARVEY RUVIN, CLERK. OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE i Space above reserved for use of recording office 1. Legal description of property and street/address: / 4-3 4' >' 53 Lt 2 rti t0-01 1 5%) O i eS S -g a . • ::C I (7 "7 0 , j S 41,-+' (0 Cd va d W ..''1 :�, Lo+ l t 1K Q' L.14 j-Z a is4r.rc� r Ih S71 -)7 ty 2. Description of improvement: Remove Di 06 " e jW e 4 (1 iv) 4^15' 0 n r erg a c e- kJ '4 -r I in ('€ 02-is (Les', si e w` E L,Jain elO .U' , 3. Owner(s) name and address: Q'CVLC C (Z t' t. e° q 101 At) • l� - I st- d%Ur; ►NI t eA Pr I s 32138 Interest in property: Owner 1,$(3 �`'r Name and address of f e e simple titleholder g. 4° e e. I Z t rte r al-Jo-7 AI ,e. Isl.-au-42 a 't i01, rrI' St" 33 I ' 4. Contractor's name, address and phone number bA if d T) t 1&A5 i 1' a Zr Iv (A3- i d ' i4-(c 1 t y Fe, 27 o /6 3Da 211,r?7.-b7 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. I'1 ha" 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, address and phone number. P C e.n3i n t'e4.iv► j a (a ) W • l0 ' /Z4- 2. ' $TATF OF FLORIDA, COUNTY OF DADS 8. In addition to himself, Owners designates the following person(s) to receive prilSREBOtiffeattarteglistitiOild in S t$ oiiix on . 7 d of Name, address and phone number. rJ • AD. 20 and Official Seal 713.13(1)(b), Florida Statutes. original (a..:: (I r,:t1 9. Expiration date of this Notice of Commencement: Z ,3 . , : JA :::> Ls R '' "''='' - 0248 (the expiration date is 1 y fro o�� ` I �K��'� gate is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAP I EH 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature Prepared Print Name ` itea f% a� Title /Office GE® er(s) or Owner(s)' Authorized Officer /Director /Partner/ Prepared Print Name art) e, fZ. l4.-'t eY Title /Office t STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this (9- day of FS Zf?IZ By `'; v,Gf t>i ❑ jpdividually, or ❑ as l4 Personally known, or ❑ produced the following type of ide Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Linder penalties of perjury, I declare that I have read the foregoing and that the facts stated in it.are true, to the best of my knowledgeand.belief.. for n ' ion' s a s • SANDY ROMERO . C Notary Public - State of Florida -. 7 !' L' ffit My Comm. Expires Jul 26, 2015 ntfiutsV Commission • EE 118040 akilrpf s r(s) or.Owrie'r(f )'s Aut%arCed-Officer)Dii- for /Partner /Manager who signed above: By .CORD CERTIFICATE OF LIABILITY INSURANC DATE (MM/DDMIYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Neu of such endorsement(s). PRODUCERS Citadel Insurance Services, LC 826 E. State Rd. Suite 100 American Fork UT 84003 et Jenny Cox I HONE Fall (801) 610 -2700 . FAX Nn): 1801) 850 -2701 ADDRESS. jcox @citadelus.com INSURERS) AFFORDING COVERAGE - NAIL A INSURERA:Great American E &S Ins Co 37532 INSURER B : INSURED - APC Engineering Enterprises, Inc. 7911 NW 181 St. Hialeah FL 33015 IJ URERC: INSURER D: INSURERE: INSURERF• <L117 • THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TC ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. "Wage i-TR TYPE OF INSURANCE IApy�R r l�vp! POLICY NUMBER :(svonIV 'J l �..w 1/1/2011 NA C2387534-0728 (M�MIDorrrrY)- /1/2012 OMITS SAC-! OCC:1RREhCE ' S 1,000,000 GENERAL LIABILITY ' C_MMERC;A,. GENERA. LABILITY I OCCUR DAMAGE TO RENTED PREMISES S 100,000 A I X CLAMS-MADE 1 lEn b,- ,a:rennei j MED EXP Any one person; ! 5 5,000 PERSONALS ACV INJURY I 5 1 , 000, 000 , GENERAL .AGGREGATE '5 2,000,000 GEN'. AGGREGATE LIMIT APPLIES PER X ' POL.C` ! I PRO- 1 7 I 1 LOC PRODUCTS • COMP /OP AGG ' 5 2,000,000 S AUTOMOBILE LIABILITY '---, �. ANY AUTO ALL OWNED ALTOS HREO AUTOS SCHEDULED AUTOS ALTOS ED ALTOS I I I j OMBINED SINGLE LIMIT fEe acceenn 5 BODILY INJURY ioerpereor; ' S BODILY INJURY ,Peraccdenti S PROPERTY DAMAGE {Pe accident) 5 IS ^- ■ UMBRELLA LIAO ' i___ OCCUR A X . EXCESS LAB CLAMS-MADE 1 FCS 2388496 , 1/1/2011 N I A i ! I I 7/1/2012 EACH OCCURRENCE S 2,000,000 AGGREGATE 2,000,000 ' CEO I . RETENTIONS ;.5. W'WC. STA'L- ` '0TH -' ; TORY L;MITC I ER I WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY YIN ANY PROPRIETORIPARTNER +EXECUTIVE f- OFFICER/MEMBER EXCLUDED' (Mandatory in NH) ---- If yes, describe under DESCRIPTION OF OPERATIONS below E.L. EACH ACCIDENT ' 5 E.L. DISEASE • EA EMPLOYES 5 E L. DISEASE - 00LC' UV' r5 A Professional Li.alo (E 60) 2=2387534 -0728 17/01/2011 1 07/01/2012 Each Claim , -,.mr. $1,000,000 A9are9ate $2,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, AtldU o aI Restarts Schedtde, if more apace Is required) - Additional Coverage Endorsements: Wind inspections up to the limits of the policy. Total Policy limit is $3,000,000 per Occurrence / $4,000,000 Aggregate which includes Primary Limits of $1,000,000 per Occurrence / $2,000,000 Aggregate and $2,000,000 in Excess limits. CCDTIGIe •ATM urns nr, ANCELLATION Miami Shores Village 1005 NE 2nd Ave Miami Shores, Fl 33138 ACORD 25 (2010/05) INS02A SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE Anthony Eardley /CAM O 1988 -2010 ACORD CORPORATION. All rights reserved. Tho anno 1 nano. ans.! Inn., area ronietnrort market of OrTARF ACOR©' CERTIFICATE OF LIABILITY INSURANCE art;�N -1 Ur iv: JM DATE (MMIDDIYYYYI 09115111 »)S CERTIFICATE )5 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIHCA f E NULLTER. TH)5 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subioct to the terms and conditions of the policy, certain policies may require arrend_orsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER iouth Florida Insurance Und. )IB/A Trimart LLC '950 NW 53rd Street Suite 213 oral, FL 33166 '.iomara Martinez '+SLRED 305 -599 -8989 305 - 599 -8788 CONTACT NAME: PHONE AIC. No. Eatl: ADDRESS: RESS: APC Engineering Ent. Inc. David Dipuglia 2150 West 10th Ave Hialeah, FL 33010 FAX (NC. No): INSURER(81 AFFORDING COVERAGE NAIC a INSURER A : Technology Insurance Co. INSURER B : INSURER C INSURER 0 : INSURER E : INSURER F • COVERAGES. CERTIFICATE NUMBER: REVISION NUMBER: TrLS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE, POLICY PERIOD NDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. �T R TYPE OF INSURANCE ��(A'�tjL�gQ�� POUC�EFF POLICY EXP I (NtY I wvD I POLICY NUMBER (MM/nDIYYYYI IMM/DD/YYWI UNITS 1- GENERAL LIABILITY '1 CA MMERCIAL GENERAL LIABILITY 1 ; C(Ata:swi E I I OCCUR GENT- AGGREGATE LIMIT APPLIES PER � i POLICY El JFC LLOC AUTOMOBILE LIABILITY ANY AUTO AL OWNED AUTOS :TIRED AUTOS SCHEDULED _ AUTOS NON -OWNED AUTOS EACH OCCURRENCE "'UMW= To RENTED PREMISES (Ea occurrence) MED EXP (Any one person) S PERSONAL 8 ADV INJURY GENERAL AGGREGATE $ PRODUCTS - COMP /OP AGG S COMBINED SINGLE UMI I (Ea accident S BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Peraurderit) $ S UMBRELLA LIAB EXCESS LWB DED I RETENT ORS WORKERS COMPENSATION AND EMPLOYERS' LIABIUTY ' ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N I(Mandatory in NH) OFFICERIMEMBER EXCLUDED? DESCRIPTION OF OPERATIONS below OCCUR CLAIMS -MADE ■ 1 NIA TWC3282280 EACH OCCURRENCE S AGGREGATE S 07/08111 07/08112 S. I WC STATU- E T0TH- I TORY LIMITS • ER E.L. EACH ACCIC)NT $ 1,000,000 E L DISEASE - EA EMPLOYEE' 5 1,000,000 E.L. DISEASE - POLICY I IMIT I S 1,000,0001 :•/SCRI.TION OF OPERATIONS / LOCATIONS! VEHICLES (Attach ACORD Sul. Additional Remarks Schedule it more space Is required) CERTIFICATE HOLDER CANCELLATION Miami Shgres Village 1QU5,NE "2nd Ave Miamu Shores ,FL 33138 ACORD 25 (2010105) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED.f3EFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Xiomara Martinez _ 1" O 1988 -2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 DI PUGLIA, DAVID APC ENGINEERING ENTERPRISES INCORPORATED 7911 NW 181ST STREET MIAMI FL 33015 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they•keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please tog onto www.rnytioridalicense.com. There you can find more information about our divisions and the regulations that impact you subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so•that you can serve your customers, Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 DETACH HERE 90/Z0 39Vd el31N3 3dtl EL0998890E 4 9b :Zt ZIOZ /9Z /Z0 MMMmodITN. EHVIRON MWMLY FRIENDLY OMEEN INKS FSC Mixed Sources nmocNOON.aicoxNOVm� City of Hialeah 2011 -12 Business Tax Receipt Mayor Carlos -iemandez d 593027 -7 •THIS IS NOTABILL- BO NOT PAV BUSINESS R aSE ENTERPRISES INCORPORATED INCORPORATED 2150 W10 AVE: 33010 HI'ALEAH'• • OWNER ' .. • : • APC ENTERPRISES INCORPORATED S T 'ofBu i ' • . EMPLOYEE %.S 213 SERVICE BUSINESS .. • • " • ••• MIAW.WRAAIrt,NOT A CO•NITRACTORS.`RECEI•PT. • RENEWAL RECEIPTI4O; . 618639 -9 RAST -CLASS 11.S. POSTAGE PAID MIAMI, FL. PERMIT NO. 231 DOES NOT sow . THE HOLDER TO VIOLATe ANY IIQSTNSi REGULATORY OR Meta LAWS OF The DUB OAST THE HOLDER FROM ANY OTHER REQUIRED BY LAW NOT A CERIinCA1ON OF BMOLDERE QUALIFICA- TION FIRCMARM MIANIPDADE COUNTY TAX COLLECTOR: • 60U20 000s93 0001145.00 90/E0 39Vd SEE OTHER SIDE S • • DO NOT FORWARD APC ENTERPRISES INCORPORATED DAVID DIPUOLIA'DIR 2150 W 10• AVE HIALEAH FL 33010 11l kl k ;sr ;11111 rilil nI11kiki 111111 • N91N3 Odti EL999B890E 90:ZI ZIBZ /5Z /Z0 .4C+If i2r ►" A!'i:clti -T (3t IIIJ MI �.r-- CERTIFICATE OF LIABILITY INSURANCE �.,�" t�ar�'�ttt _1 8 15513E9 A5 A MATTE OP lfiFORMADM WILY AND •G 11IFEn51V0 R.e4-175 ETON 171E CERYJFICA T Ha—aft *HIS ; r,ERTIFICATH DOHS P OT AI IICMA'ny'EL.Y OR NLeGAT#SfEr.Y AMdEND, 0)6T-END OR ALTER -ME COVERAGE AppoRroso to THE PouotaS BELOW. CERTIFICATE OP INSURANCE DOES NO •CONSTITUTE. A CONTRACT GTY48M THE ISSUING INSURERi8j, AUTHORIZED REPRESENTAIWE o PRODVCURR ARO THE CERTIFICATE ftO atC. IMPORTANT: if the eerefk llt6 molder fs an AriiiMOCIAL•INSURED, the strn leej must be endorsed. If:SUBROGAT1ofr IS WAIVED subject to too tetnts and cant:Mona of tM policy, cetb>tFtt policiies in ay.1'I mire taro or'laptsoarobrrt. A etatent irlt on thla. certificate doss not Confer rIgt, s to the certhIcate homer in (I;: of such ebdorsem PJCBR • ioute Florlda.Inauranse Una, 3i6CA Trt,srert LLC 'am NW 83rd Strata Suitor 213 ;oral, FL 3$160 tiomam Martnez T ,C . APC Engineering Ent. Inc. David Dlpugila • 2 150 West loth Ave Hialeah, FL 33010 J GFA C iZTIP1Cd'tT r Nue t Ert; ReVIStON NUMBER: rill, 1S YO CERT/FY MAT. r91E POLIClir5 • ':NM-PROM IIirrO 81st:tiA4 MAVE mew l$e TO THE idd IMED NAMED ABOVE FOR THE, i'OUCY PERIOD iN g.WC'CL), MtelTUaImiSTAH1DINLffi ANY REQUIREMENT. 11Elim Of CONDITION OF ANY CON'VRAC:T OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS r.-..RTIFICATE reP.Y BB ISSUED OR. MAY PERTAIN, IN, THE ISSURANDE AFFORD 6Y i'H$: Palms DESORBIBD feRBIN IS St1SJECT TC) ALL THE TERMS, EXCLUSIONS ANo CONCHTIoNS OF Wart POLICY=,*, LIMITS SWAM I c'•}4ftVR !3 REOUOEl2• BY PAID MAIMS, POLICY Asa 315.5989 sa3 -sts$r CiLicadoh to/coital, :Tsoh uraroco Go I *WAWA 9 fit; e4.: NAM4 j.TR 4 TYP¢ of a sj GENERAL 494,ILrry/ 1 alIAM$ ACAR. teP iAAL L,AIsS,rry CI o 1—. CCCUa 11 / —. ... �V -- tx,a'L AnesSoms uurrAPFLIF•:$ ftek r- 1 POUCY AultonwatIALIMUST .4 AUTO • ■ AUTOS o 1r AUTOS i NIP50,40 -OS • EOM OCcurste1011 LantmAf. Ueds FEsSONAL 6 ALNJI.1JURY GE1teetAOSSSEATB S rr S- ComPieP Aso L' a MOLY 4VY,.StY (Pet oamaod sool,.Y PSORY (Pat ethos+ 1) a ALIT . Una OiCEV: s CW a 3 i D s ii nwacti1TON AMU RNIPKWRItr LtA�,jry A v PROP613EVORWA MEDLUTAIR W) � I NJA m d W4"+,4N op OPRAA'Ad1R4 LbOAT{045 / mdiseAE$ tamale AlCMr196't. Addkla C AIMAI4i0 (4444441% 11 nsnra •pees ho .o4lg ) Mani nroettoOntinamog J GRE1 A' , s —$ • r.r S �., ft 0' ©1103112 EA. EACMA95,l $r ; 1,000106 g LL mute - EA 2x j.! 1:000.0 EL MEAN' - ppi,ICY L,MOFr i __ 4AfT,¢_ %QE8TJFICATE. t QLt3 Miami Shores Village Bldg nept 10050 NE 2nd Ave Miami shores, FL 33136 d�Ant EL,I.AT'l IN SHOULD ANY OF THE AHL}VE tseso iISSO ROLIess 8 t%ANCELLEO' Re I 11-IE EXPIRATION LATE THEREOF. molvE Wilt, S DELtb'a U-I ACCORDANCE M TH THE POLICY PROVISIONS. • Xiongire Martinez 19-L1 lesa-2(rfe AGO RD CQRFORATIONI.'Ad eght % r e8erdeai. ACORD 26' (2010/08I The AOO D ewe and Lego are registered emits of ACORD 50/50 39Vd 91N3 Dd' ELO9S8890E 90 :Zt ZtOZ/5Z /t0 CERTIFICATE OF LIABILITY INSURANCE . 7/a /762011 TM Mitra9OATE C 9.°1 ISSUED AS .A NAME OF INFORRIATiON ONL' Mb comma NO !EWE UPON THE oBRTIIFIOATE ROWER nes CEfiC$'Md:'IcAT E von • NOT MELY OR GATIVELY ; BMW ON ALTS THE AGE WORM/ BY THE M�8 maw. Tom$ CERTIFICATE OP'ItsISLISIASEC t IVO. . T A dORTINACr RE'PtI1 REPMR PMTATWEOR. MD THE CERTlit s$ •M'OLSEP. • IiK3IDt53tRE�(�A rtcD7b7ORi2Eo B iAINis tt Ifte 4 r, +Nn AC M�,. No) mast be endorsed. S "rue Tt� the t erring.ge6 tee the p�Cyy cuROki KUcles st WAIVED. wafer elision to ate herder in lien Of wail enderseeresIl &), • A sal Ded tH dose not 00+de1 rMgh#S VW rrestssess ett stria. lasscta;aauae S i ee 0 LC • 826 E. Startle id. :,, ; ;- eft,. CO3. e) 61D -2700 7 t 1 ref; eza -a,ax abbey Co* Suite 100 • ` •Aaaerir,3>tt Fork UT 9.003 .SD. ABC Engineering Enterprise s, Iagd. •7811 NW 181 St. Hialeah FL 33013 COVERAGES 1 tom.10cataidWIIISO.coe AFFOSSISOS gessaescGreeta N�TME NCIME 1� 16U!20.d3 c THIS IS TO OERTI?Y TW T THE I> O INSURANCE REVISION WAM D NUMBER: 1N ICIItEO. NOTWITHSTANOINC, ANY IR .53Lo>t4+?Ai o Id T NTR TO DR OTHER DY Ctittil:t(Avini � THE POLICY PERTH'S 6enYAIK h Rge off gi AFF0F m ANY CdS CE i2R ` C D(JdriRMIT+di' i/So eer T`CT ALTO L SHE 'teems. THIS . GSRT PIOA7C MAY DE T33UE3 G� MAY TR Tae s, The Rtc,�URA AFFORPEO WY THE POLICIES DESCRIBED HENEIH I4 StIR1�CT TO AU. 'rii Tt;s?MS. E?.0 LUS 0NS AND colon /MS OF SUCH Pt U IE$ LiMITS SHOWN MAY l-t4VE am RSDCED BY PAIb MAWS. • SERS34:41725 Gceu RRence $ 1,000,000 !s 100,000 /7,/aD17, 62012 mautoss aa*oani s 5 (pm) 1,000 000 OBSEIMAla014EDATE s 2,000)000 s q, oop, 000 s (1 Xi l7u WS7t33•a• -•07'2 ¢e7 /01/207.i of n Lai r• .l 4 Peatt atuumai,aSede l tasest a Y, I. -Additional tocasage.En• nte: tfted inspections up to the Units sr • the policy. Total Poliov limit is 48,000,000 per O+,4vgxrrence / $4,000,000 Aggregate which includes Ps $1, 090.000 per ice / 82,000,000 i t;{ Se9>sei s ® d£ �t� &2,Qs:I'0,00t3 in Msaes 1i.mite, %eafitems Eacri•00CLA s rN' I s 2,,030,000 2^,000,000 n, a�cesaerar ; oL DISEASE - SA EMPLOYE = 3 E.L. DISEASE - PD1Ad,Y LSAT,/ 400 Glen i,in:P $1,000,000 Ammo $2,000,000 cERTlFICATE MOLDER Miami Shores Village sldg Dept 10050 NE 2nd Ave Miami Shores , F. 33x38 ACORD 25 (2011:145) a. 90/V0 39Vd BRODWAYIT OP THE ASOVE1000000241 mums 02 CA1tCLR100IIEFOi 730E =RUMOR 00 moo, NOME 1A°O.M. BE DELIVERED 1111 AtitangoamOSVAtRWMPOUCY0800WNS. MA T1oN Anthony t mrdl.ay/ 40.10 - ztl1aAcORD CCNPQRATION. Al Mats resort/ed. Ttm Ar gewtoiro A ?ANA sermr•ata.6*.rwl rhar reP +tiF bArt ti, d311\13 DdV EL0998890E 917:ZT ZTOZ /9Z /Z0 2/1/2012 WINDO5 v1-3 Detailed Wind Load Design (Method 2) per ASCE 7-05 Analysis by: Luis IA Ulna FE. Company Name: Description: 9707 NE 1:t Avenue, Miami 02 01-11- APO Engineering Enterprises, Inc User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Struc Category (I, II, Ill, or P II Exposure (B, C, or D) C Struc Nat Frequency (n1) 1 Hz Slope of Roof 3.5 :12 Slope of Roof (Theta) 16.3 Deg Type of Roof Gabled Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 14.00 ft Mean Roof Height (Ht) 12.00 ft Width Perp. To Wind Dir (B 44.00 ft Width Paral. To Wind Dir (L 72.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.27 Flexible Structure No Calculated Parameters Importance Factor 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = 9.500 zg = 900.000 At= 0.105 Bt = 1.000 Bm = 0.650 Cc = 0.200 1= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 I 0.851 Gust Factor Category II: Rigid Structures -Complete Analysis Zm Zmin 15.00 ft lzm Cc * (33/44'0.167 0.2281 Lzm r(zm/33)^Epsilon 427.06 ft Q (11(1+0.631(B+Ht)/Lzmr0.63))"0.5 0.9225 Gust2 0.9251(1+1.7*Izm*3.4*Q)/(1+1.7*3.4*Izm)) 0.8842 Gust Factor Summary G 1Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.851 Fig 6-5 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcri Max + Max - Open Buildings Open Partially Enclosed Buildings Enclosed Buildings 0.00 0.55 0.18 0.00 -0.55 -0.18 Enclosed Buildings 0.18 -0.18 Developed by Meca Enterprises, Inc. Copyright 2006 APC Engineering Enterprises, Page No. 1 of 2 2/1/2012 WINDO5 v1 -3 Detailed Wind Load Design (Method 2) per ASCE 7 -05 Figure 6 -11 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 4.4 = => a 2 - 2- 1 2 a as Gabled Roof 7 < Theta < =45 4.40 ft Double Click on any data entry line to receive a help Screen Component Width (ft) Span (ft) Area (ftA2) Zone GCp Wind Press (lb IftA2) Max Min Max Min 0.00 1.00 -1.10 46.46 -50.40 0.00 5 1.00 -1.40 46.46 -62.21 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 APC Engineering Enterprises, In Page No. 2 of 2 MIAMI•D14D COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE Or ACCEPTANCE {NOA Sunshine Windows Manufacturing, Inc. 1745 W. 3311 Place Hialeah, FL 33012 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.mlamidade.Govpbuildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miatni -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 Aluminum Horizontal Sliding Window - L.M.L APPROVAL Dt)CUMENT: Drawing No. HS08-01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Inipact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade !County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: EaGch 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 nb 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, i se, 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 No. 08-0107.08 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMIOADE CO APPROVED NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HS08 -01, titled "Series 1650 Aluminum Horizontal Sliding Window (XO) Impact Resistant Glass ", sheets 1 through 7 of 7, dated 03/14/08 with the latest revision dated 12/10/09, prepared by manufacturer, signed and sealed by Francisco Hernandez, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5331, dated 09/18/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08-010Z08) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of Aluminum Horizontal Sliding Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5015, dated 07/27/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Sunshine Windows Manufacturing, Inc., dated 12/15/07, signed and sealed by Francisco Hernandez, P. E. Complies with ASTM E1300 -02 (Submitted under previous NOA No. 08- 0107.08) D. QUALITY ASSURANCE 1. Miami —Dade Building Code Compliance Office (BCCO). Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 E -2 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08- 0107.08) 2. Statement letter of no financial interest, dated December 15, 2007, signed and sealed by Francisco Hernandez, P. E. (Submitted under previous NOA No. 08-0107.08) 3. Laboratory compliance letter for Test Report No. FTL -5331, issued by Fenestration Testing Laboratory, Inc., dated September 21, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) 4. Laboratory compliance letter for Test Report No. FTL -5015, issued by Fenestration Testing Laboratory, Inc., dated August 07, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 08- 0107.08) G. OTHERS 1. Notice of Acceptance No. 08- 0107.08, issued to Sunshine Windows Manufacturing, Inc., for their Series "1650 Aluminum Horizontal Sliding Window, approved on 04/10/08 and expiring on 04/10/136. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1217.04 Expiration Date: April 10, 2013 Approval Date: February 03, 2010 E -2 TYPICAL ELEVATION (XO) :FIGURATIONS OX AND XO NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FR -5015 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THOR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340' OVERALL LAMINATED GLASS USING TWO LEES OF 0. 125' HEAT STRENGTHENED GLASS WITH A 0.090' INIERLAYER FILM DUPONT BUTACITE RAE, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACF RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED -4=ccuP- Lz -10•oq FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine X0119 (ianNfacbinng, Inc. 1745 P. 33rd Pk ate Nloboa. Florida 33012 Eta (305)384 -0052 i'aa,C303)828 -.511$ Dale: 03 -14-10 Scalar 1/2".1 w.wlon:12 -10 -09 CRAWS NO. HS08 -01 SHEET 1 OF 7 DESIGN PRESSURE CHART - PSF SERIES 1680 ALUMINUM HORIZONTAL SLIDING WINDOW (RO) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW ANCHOR HURRICANE PROCI'BCITON DIMENSION SCHEDULE IS NOT REQUIRED PER PER 13/4" SILL 3" SILL M61H HEIGHT HEAD dt OCT. 84T. EXT. DNT. SILL 'VU/9 28 1/2' 4 53.33 120.00 80.00 120.00 37' air 5 53.33 120.00 80.00 120.00 53 1%r ...6.' _ 3 53.33 119.30 80.00 119.3 74' 8 _ -,.0 80.00 90.00 4 • 00 120.00 ' 5 80.00 120.00 55 1 3/8' 6 5 95.50 80.00 95.50 8 53.33 78.90 .90 78.90 5 53104.70 80.00 104.70 53 115. 50 5/5' 6 6 53.33 88.40 � 88.40 74' 8 53.33 67.30 67.30 67.30 37' ) 5 53735- 88.20 80.00 88.20 6 7 % 75.00 5.00 75.00 8 ' 53.33 62.00 -w .00 62. • • - 3 80.00 120.0 38' 4 53.33 120.0 80.00 120.0 4$' 24' 6 3 53.33 120.0 80.00 120.0 60' 7 53.33 120.00 80.00 120.0 72' 8 53.33 90.00 80.00 90.00 24' 3 53.33 120.00 80.00 120.0 38' 4 53.33 120.00 80.00 120.0 48' 38' 6 4 53.33 120.00 80.00 120.0 �g e0' 7 53.33 99.90 80.00 99.90 €$S 72' 8 53.33 88.80 80.00 88.80 ia' 38 4 53.33 100.40 80.00 100.40 46' 6 53.33 9.3.90 80.00 93.90 48' 6 7 53.33 87.00 80.00 87.00 60' 72' 8 53.33 74.30 74.30 74.30 38' 4 53.33 90.00 80.00 90.00 48' 6 53.33 87.00 80.0 87.00 60' so' 7 7 53.33 83.40 80.0 83.40 72' 8 ' 53.33 67.80 67.80 67.80 TYPICAL ELEVATION (XO) :FIGURATIONS OX AND XO NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FR -5015 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THOR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 6.- GLAZING: 0.340' OVERALL LAMINATED GLASS USING TWO LEES OF 0. 125' HEAT STRENGTHENED GLASS WITH A 0.090' INIERLAYER FILM DUPONT BUTACITE RAE, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR MIAMI- DADE IMPACF RESISTANT SHUTTERS ARE NOT REQUIRED IMPACT RESISTANT WINDOW FALSE MUNTINS (SURFACE APPLIED) MAY BE USED -4=ccuP- Lz -10•oq FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine X0119 (ianNfacbinng, Inc. 1745 P. 33rd Pk ate Nloboa. Florida 33012 Eta (305)384 -0052 i'aa,C303)828 -.511$ Dale: 03 -14-10 Scalar 1/2".1 w.wlon:12 -10 -09 CRAWS NO. HS08 -01 SHEET 1 OF 7 TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5831 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE AD EQUATE PROTECTION AGNNST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 8.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LIVES OF 0. 125" HEAT STRENGTHENED GLASS WITH A 0.080" INTERLAYER FILM DUPONT BUTACITE RIB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR FALSE MUNTINS (SURFACE APPUED) MAY BE USED MIAMI- DADEIMPACT RESISTANT SHUTTERS ARE NOT REQUIRED manxiltsvisuD N0 r► ' asFladia2 «4. 71e4. sstr' X013 IMPACT RESISTANT WINDOW 12-10 -61 FRANCISCO HERNANDEZ FLORIDA PE a 51393 Sunshine endows Manufacturing, Ine. 1748 8. 33rd Plow IMech, Norma 33017 Pht (0)304 -9957 Fina(305)828 -5118 ora.a 9a RF Date 03 •14-09 eagle: 1!2' -1' RaWimt12 -10-09 Redding DROWN 0. 8 SHEET 2 OF 7 DESIGN PRESSURE CHART - PSF SERIES 1650 ALUMINUM HORIZONTAL SLIDING WINDOW (%O) HEAT STRENGTHENED LAMINATED IMPACT RESISTANT GLASS WINDOW DIMENSION ANCHOR SCHEDULE HURRICANE PROCI73CTTON Is NOT REQUIRED MTH HEIGHT PER HEAD & SILL pER 4413 1314" SILL 3' SILL EXT. TNT. OCT. TNT. 1 4 R. i 74' 38 3/8' 11 8 53.33 90.00 80.00 90.00 74' 50 We" 11 8 53.33 90.00 80.00 90.00 37' e" 8 9 53.33 90.00 80.00 90.00 a71/8' 8 53.33 90.00 80.00 90.00 74" 11 53.33 85.20 80.00 85.20 O X 72" 48' 11 7 53.33 90.00 80.00 90.00 48' 613. 7 9 53.33 90.00 80.00 90.00 80' 9 53.33 90.00 80.00 90.00 no 11 53.33 90.00 80.00 90.00 TYPICAL ELEVATION (X0) GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW. 1.- CONFIGURATIONS OX AND XO 2.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART 3.- REFERENCES: TEST REPORT FTL -5831 4.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE 5.- FASTENERS MUST HAVE THEIR OWN NOTICE OF ACCEPTANCE AND MUST BE MADE OF STAINLESS STEEL OR HAVE AD EQUATE PROTECTION AGNNST CORROSION, PER DIN 50018. ALUMINUM CONTACTING METALS SHALL BE PROPERLY PROTECTED. 8.- GLAZING: 0.340" OVERALL LAMINATED GLASS USING TWO LIVES OF 0. 125" HEAT STRENGTHENED GLASS WITH A 0.080" INTERLAYER FILM DUPONT BUTACITE RIB, BETWEEN THE TWO LITES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR FALSE MUNTINS (SURFACE APPUED) MAY BE USED MIAMI- DADEIMPACT RESISTANT SHUTTERS ARE NOT REQUIRED manxiltsvisuD N0 r► ' asFladia2 «4. 71e4. sstr' X013 IMPACT RESISTANT WINDOW 12-10 -61 FRANCISCO HERNANDEZ FLORIDA PE a 51393 Sunshine endows Manufacturing, Ine. 1748 8. 33rd Plow IMech, Norma 33017 Pht (0)304 -9957 Fina(305)828 -5118 ora.a 9a RF Date 03 •14-09 eagle: 1!2' -1' RaWimt12 -10-09 Redding DROWN 0. 8 SHEET 2 OF 7 WINDOW WIDTH VERTICAL SECTION HORIZONTAL SECTION VERTICAL SECTION WITH SILL RISER IMPACT RESISTANT WINDOW to —w..eq FRANCISCO HERNANDEZ FLORIDA PE / 51393 wt. 03 -1a-,: sow 1/2".1* Reewm:l —10 -09 nedtmu MAIM . SHEET 3 OF 7 MATERIAL LIST 178!16 PARTS REQD. DESCRIPTION MATERIAL. 1 SW -019 1 FRAME HEAD 6083 -T5 2 SWr019 1 FRAME SILL 8083 -45 3 S6,4at21 1 INSERT TRACK 8083 -T5 5 SW -012 2 SLIDER TOP/BOTTOM RAIL. 8083 -T5 6 5W3019 AS ROD FIN SEAL PILE FELT 8 SW321W 2 WHEEL BRASS 9 SW -017 1 MONO MEETING RAIL 6083 -T5 10 SW40111 1 FOXED MEETING RAI 8063 -15 11 SW-AS AS ROD ASSEMBLY SCREWS % 8 X 1' SMS. 12 S11-013 1 JAMB TO MOVING PANEL 6063-T5 MATERIAL LIST ITEMS PARTS REQD. DESCRIPTION MATERIAL 13 SW -018 1 MOVING SIDE RAIL 6083 -15 14 SW3257 AS ROD WEATHER STRIP BULB VINYL 15 SW -867 AS ROD LATCH ZINC 18 SW -S10 2/SILL REDCWATED FILTER FOAM 17 SW40771 1 SILL RISER 6063 -15 18 SW -014 1 JAMB TO FIXED PANEL 8083 -T5 19 - AS ROD SILICONE PEC. -886 OR SIMILAR 20 SW -101 AS ROD IMPACT GLAZING BEAD 8083 -T8 21 SW -STL 1 3/8' X 3/4' FLAT BAR STEEL 22 SW-AS 4 ASSEMBLY SCREWS f 8 X 2 1/2' EMS. -1 0.512 1.825 -••I r 0.092 T 0.394 8 0.050 1.875 MOVING 1 0.950 _ 09,21 -- MEETING RAIL SW-017 8083 -T5 21 � I , 1.437 0.30 SW-018 8083 B D -T5 -1- FRAME 2.077 --I JAMB TO MOVING PANEL SW -013 8083 -15 JAYS 1312 PANEL L FIXED MEETING RAIL SW -40111 6063 -T5 TO FIXED SW-014 8083 -15 2 0.076 19090 I f \ UO2 LAO Sir 0.592 OA82 1.750 19750 _ 1.000 09101— SLIDER TOP AND 60113-7 ' 0.060 BOTTOM RAIL. 5 0.750 MOVING 19500 SIDE PAL SW -018 6063 -T5 INSERT TRACK 1 BoeTS 2.00 SAL RISER SW -40771 8063 TS FRAME HEAD AND SW -019 6063 -T5 SILL IMPACT RESISTANT WINDOW FRANCISCO HERNANDEZ FLORIOd1 PE # 51393 um RF OatiN seas 1 -1' Rsrt Mn RwhWe MANZ HO. HS08 -01 SHEET 4 OF 7 DETAIL A ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4' TAPCONS 1 1/4` MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4' SUS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) TYPICAL ANCHORS 1/4' SMS 1.1/2." MIN. PENETRATION INTO WOOD. INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAB. B ATTACHMENT TO WOOD DETAIL C ATTACHMENT TO METAL STRUCTURE DETAIL ( STEEL OR ALUM. 1/8` MIN. THICKNESS) TYPICAL HEAD SECTIONS IMPACT RESISTANT WINDOW r BY WOOD BUCK No ' 12—‘0•041 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place WNW. Radde 33012 Ph (305)384 -9522 Foc(105)528 -5118 Dram RF Cate; 03 -14-08 Sod. 1/2•.1' Rs4,lo ell -10-09 RwNime 518888 ND. HS08 -01 SHEET 5 OF 7 Pk! 2 1/2" MIN. TYPICAL ANCHORS 2 1/2" MIN. 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR WACNG AND NUMBER OF ANCHORS REFER TO DEAN PRESSURE CHART) DETAIL D ATTACHMENT 70 PRE -CAST SILL TYPICAL ANCHORS 2" BY WOOD BUCK 1/4" EMS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DOWN PRESSURE CHART) DETAIL F ATTACHMENT TO WOOD 3/4• MUL NON -SRSB( GROUT OR 1' BY ROOD SUCH I2 1/2" MIN. DETAIL 0 DETAIL E 2 1/2" MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SIIRWK NON METALLIC GROUT (FOR MAX. ANCHOR MO NS AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO MASONRY TYPICAL. ANCHORS 1/4" SMS THROUGH METAL (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) ATTACHMENT TO METAL STRUCTURE (STEEL OR ALIBI. 1/8" MIN. THICKNESS) TYPICAL SILL SECTIONS IMPACT RESISTANT WINDOW 12 -t0 —0'1 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Rr RF Data 03 -14 -08 8aWa 1/2" -v Roblomlaz12=0 RerWan DRUBS NO. HS08 -01 SHEET 6 OF 7 1/4^ MAX. SHIM SPACE 1/4• MAX. SHIM SPACE I/4 EMS 1 1/2 MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) 1/4P TAPCONS 1 1/4' MIN. EMBEDMENT INTO MASONRY THROUGH 1. BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) Sunshine Windows Manufacturing, Inc. 1740 W. 33rd Plots 1Q olk Rork& 37012 PH (305)354 -902 Fax(305)828-5118 ATTACHMENT TO WOOD DETAIL 1/4 WAS. THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) DETAIL .1 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUM. l/B' MIN. THICKNESS) DETAIL H ATTACHMENT TO MASONRY GLAZING DETAIL TYPICAL ANCHORS 1/4• EMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO DESIGN PRESSURE CHART) GLAZING: 0. 340' OVERALL LAMINATED GLASS USING TWO UTES OF D. 125' HEAT STRENGTHENED GLASS WITH A 0.090' INTERLAYER FILM DUPONT BUTACITE Kg, BETWEEN THE TWO UTES OF GLASS. LAMINATED BY TECNOGLASS OR SIMILAR ATTACHMENT TO MULLIONS DEBAR. TIPICAL JAMB SECTIONS DIMINO 1,3. HS08 -01 IMPACT RESISTANT WINDOW SHEET 7 OF 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 West 33rd Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the ART (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1650 (XOX) Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window ()COX) Impact Resistant Windows ", sheets 1 through 6 of 6, dated 7/21/08 , prepared by manufacturer, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed lsy the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0810.06 and consists of this page 1 and evidence pages E -1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Fitz A. Harris P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com • NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No HR08 -02, titled "Series 1650 Aluminum Horizontal Sliding Window (XOX) Impact Resistant Windows" Sheets 1 through 6 of 6, dated 7/21/08 , prepared by manufacturer, signed and sealed by Frank Hernandez, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94, (#6 aggregate gravel) 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window with .34" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5352, dated December 7, 2007, signed and sealed by Carlos Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated July 15, 2008, prepared, signed and sealed by Francisco Hernandez, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 08- 0709.04 issued to Glasslam NGI Inc. for their "Safety - Plus H - Laminated Glass" dated 09/11/08, expiring on 09/05/2011. E -1 Fitz A. Harris, P.E. Product Control Examiner NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, dated July 15, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Letter of "No Financial Interest in Testing Laboratory", dated 7/15/08 signed and sealed by Francisco Hernandez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0810.06, issued to Sunshine Windows Manufacturing, Inc. for their Series "1650" Aluminum Horizontal Sliding Window (XOX) Large and Small Missile Impact, approved on 09/20/07 and expiring on 08/19/08. MIAMI-DADE COUNTY APPROVED E -2 Fitz A Harris, P.E. Product Control Examiner NOA No. 08- 0820.12 Expiration Date: August 19, 2013 Approval Date: September 25, 2008 FALSE MUNTNS (SURFACE APPLIED) MAY RE USED �3'( MAX. I h 8 1/2' MIX. II DIPAG11 MASS - -IL - atm II I- II II _17_1 - - -__ ter ter -- II II II II - _-I - - --IL- -- --ter -u II MK II II II WINDOW WIDTH II - JL_ - -Ir- II 1 1 8 1/2' MAX. TYPICAL ELEVATION (XOX) 25/50/25 TIPICAL ANCHORS: -INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1/4• SMS WITH 1 I/2' MN. PENETRATION INTO WOOD. -INTO 1BY WOOD BUCKS. NON- SHRINK GROUT OR INTO MASONRY I/4' TAPCONS WITH 1 I/4' MIN. EMBEDMENT INTO MASONRY. -INTO METAL STRUCTURE 1/4 SMS THROUGH METAL GENERAL NOTES: -FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. -XOX CONFIGURATION APPLIES TO 258 -505 -255 PROPORTIONS FOR ALL DIMENSIONS ON CHART. -XOX CONFIGURATION APPLIES TO 335- 335 -335 PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84• -REFERENCES: TEST REPORTS FTL-5352. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE IMPACT RESISTANT WINDOWS 3' MAX. 8 1/2• MAX. DESIGN PRESSURE CHART- PSI? SERIES -1650 ALUMINUM HORIZONTAL SLIDING WINDOW (XOX) IMPACT RESISTANT CLASS I BpACgI GASS / L I A! WINDOW ANCHOR HURRICANE PROTECTION DIMENSION SCHEDULE IS NOT REQUIRED WIDTH HEIGHT HEAD & J AMB INTERIOR ( +) INTERIOR (-) SU. 74• 9 60.00 60.00 cn 10$ 1/4' E' 13 3 60.00 60.00 111' 14 60.00 60.00 ETI R7 y 74' 9 60.00 60.00 109 I /4• 38 3/9' 13 4 60.00 60.00 111' 14 60.00 60.00 9 5/r 4. 108 1/4.--50 13 5 60.00 60.00 rn L t t• 14 60f s 13 1081/4 83. 6 56.00 56.00 14 -Br tr II MODULAR SIZES 72' 9 60.00 60.00 84' 11 60.00 60.00 W 24 12 3 60.00 60.00 tar 13 60.00 60.00 72• 9 60.00 60.00 s4• sr 11 4 60.00 60.00 88' 12 80.00 60.00 108' 13 60.00 60.00 72• 9 60.00 60.00 tN' 11 60.00 60.00 88' MY 12 5 60.00 60.00 tar 13 60.00 60.00 72• 9 60.00 60.00 84 11 60.00 60.00 se 12 6 60.00 60.00 tir 13 56.40 56.40 FALSE MUNTNS (SURFACE APPLIED) MAY RE USED �3'( MAX. I h 8 1/2' MIX. II DIPAG11 MASS - -IL - atm II I- II II _17_1 - - -__ ter ter -- II II II II - _-I - - --IL- -- --ter -u II MK II II II WINDOW WIDTH II - JL_ - -Ir- II 1 1 8 1/2' MAX. TYPICAL ELEVATION (XOX) 25/50/25 TIPICAL ANCHORS: -INTO 2 BY WOOD BUCKS OR WOOD STRUCTURE 1/4• SMS WITH 1 I/2' MN. PENETRATION INTO WOOD. -INTO 1BY WOOD BUCKS. NON- SHRINK GROUT OR INTO MASONRY I/4' TAPCONS WITH 1 I/4' MIN. EMBEDMENT INTO MASONRY. -INTO METAL STRUCTURE 1/4 SMS THROUGH METAL GENERAL NOTES: -FOR NUMBER OF ANCHORS REQUIRED FOR EACH UNIT SIZE REFER TO ANCHOR SCHEDULE COLUMN IN THE DESIGN PRESSURE CHART. - APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. -XOX CONFIGURATION APPLIES TO 258 -505 -255 PROPORTIONS FOR ALL DIMENSIONS ON CHART. -XOX CONFIGURATION APPLIES TO 335- 335 -335 PROPORTIONS FOR WIDTH DIMENSIONS UP TO 84• -REFERENCES: TEST REPORTS FTL-5352. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE IMPACT RESISTANT WINDOWS 3' MAX. 8 1/2• MAX. 3' MAX 8 1/2' MAIL w wpm TYPICAL FT.RVATION (XOX) 33/33/33 GLAZING MATERIAL: 0.34 LAMINATED GLASS USING TWO LIGHTS OF 1/8' HEAT STRENGTHENED GLASS WITH AN 0.090° PV8 INIERLAYER BY DUPONT METHOD: INTERIOR GLAZED WITH 3/e' GLAZING PENETRATION USING A CLEAR COLORED SILICONE DOW CORNING 899 AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH A VINYL BULB BETWEEN THE BEAD AND GLASS. ctseEmFly.cr, s ;:;i: s:.:•: ,._� ;. kozePhmc::.b P_$- ./2 Pro w' VtmtiO ZiblaIrea 7-2.4-0,53 FRANCISCO HERNANDEZ FLORIDA PE # 51393 wow By, RF mi. 07 -21-08 80 11_2".._21. Rte: Redskin: DIMING NO. HR08 -02 SHEET 1 OF 6 II tM>a� MASS JL \JL _ u u I BpACgI GASS / L I A! 33N II I i 3' MAX 8 1/2' MAIL w wpm TYPICAL FT.RVATION (XOX) 33/33/33 GLAZING MATERIAL: 0.34 LAMINATED GLASS USING TWO LIGHTS OF 1/8' HEAT STRENGTHENED GLASS WITH AN 0.090° PV8 INIERLAYER BY DUPONT METHOD: INTERIOR GLAZED WITH 3/e' GLAZING PENETRATION USING A CLEAR COLORED SILICONE DOW CORNING 899 AND AN EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH A VINYL BULB BETWEEN THE BEAD AND GLASS. ctseEmFly.cr, s ;:;i: s:.:•: ,._� ;. kozePhmc::.b P_$- ./2 Pro w' VtmtiO ZiblaIrea 7-2.4-0,53 FRANCISCO HERNANDEZ FLORIDA PE # 51393 wow By, RF mi. 07 -21-08 80 11_2".._21. Rte: Redskin: DIMING NO. HR08 -02 SHEET 1 OF 6 DETAIL. Al ATTACHMENT TO MASONRY TIPICAL ANCHORS TAPCONS 1 1 4' MAN, EMBEDMENT INTO MASONRY ThROUGH 1 BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TIPICAL ANCHORS SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF B) I DETAIL. A3 ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMI. 1/8' MIN. THICKNESS) TIPICAL HEAD SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS /4' SMS 1 1/2' MIN. PENETRATION INTO WOOD. (MR MAX. AtCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL. A2 ATTACHMENT TO WOOD as Budd'* Ccw AeroPOezcoNoc -O !2 CoaSa,J » 7 -24—og FRANCISCO HERNANDEZ FLORIDA PE # 51393 Own Rq RF Oda 07 -21 -08 saabf 1 2• ®1' DRAWING NO. HR08 -02 SHEET 2 OF 6 2 1/2" MIN. 2 1/2" MIN. TPICAL ANCHORS 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL BI ATTACHMENT TO PRE -CAST SILL TIPICAL SILL SECTIONS IMPACT RESISTANT WINDOWS TIPICAL ANCHORS `/4* SMS 1 1/2* MIN. PENETRATION INTO WOOD. (FOR MAX. AMHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL B2 ATTACHMENT TO WOOD • 2 1/2" MIN. 3/4" MAIL NON-SHRINK CROW ON 1' BY WOOD BUCK • 2 1/2" MIN. TIPICAL ANCHORS 1TPICAL ANCHORS 1/4" TAPCONS 1 1/4' MIN. EMBEDMENT 1/4' SMS THROUGH METAL. INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OR NON SHRINK NON METAWC GROUT OF ANCHORS REFER TO SHEET 1 OF B) MAL ANCHORS REFER SPACING AND NUMBER OF DETAIL B4 ATTACHMENT TO MASONRY DETAIL B3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8" MIN. THICKNESS) Sunshine Windows Matadacturing, Inc. 33012 P17745�W. 33rd Plum Hialeah. x,3`4 -5IlB F 5116 Draw B,. RF PRODUCT IOW= Beam Cods ,2 I1xtn a —/v— uaY I It U1 41 -UO Saute: 2" e. 1 1. Rertetaa ROW= I•�1�• / FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRUM NO. HRO8 -02 SHEET 3 OF 6 ,/4' MAX. SPACE 1,4 =NM TIPICAL ANCHORS 1/4' TAPCONS 1 1/4• MIN. EMBEDMENT INTO MASONRY THROUGH 1 BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT OF ANCHORS REFER TO�SHEET 1 OF 6) DETAIL El ATTACHMENT TO MASONRY ATTACHMENT TO MULLIONS DETAIL TIPICAL JAMB SECTIONS IMPACT RESISTANT WINDOWS TIPCAL ANCHORS 1/4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER F ANCHORS REFER TO SHEET 1 OF 6) DETAIL VALID FOR JAMBS. HEAD ANS SILL DETAIL E2 ATTACHMENT ID WOOD 1/4' MAX. SHIM SPACE TIPICAL ANCHORS /4' SMS 1 I/2 MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF B) TIPICAL ANCHORS 4' SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL E3 ATTACHMENT TO METAL STRUCTURE (STEEL OR ALUM. 1/8' MN. THICKNESS) PROSIXTREVISED soimPtmldu Ammideed3ND Tlu Pru r Conte, 1-24-08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 wa.a RF Data 07 -21 -08 scat. 1/2` O Bauman ReviNoTr DIWWG NO. HR08 -02 SHEET 4 OF 6 VERTICAL SECTION WITH SILL RISER IMPACT RESISTANT WINDOWS HORIZONTAL SECTION (XOX) PRODUCT REVISED? AS COmAyirlD ffiwltn the flatu.m Builltio Cob Attphitthm Dab _oe2 /2 ftMQM mama 24 -06 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 3314 Glace 12 l3ak„h, 338 1;11137:55 5116 O3 c,9 m `n O g DRAWINO NO. HR08 -02 SHEET 5 OF 6 MATERIAL LIST FIRMA PASTA RIiQD. DBSQIPIION MAT IGIAS 1 5W -019 I FRAME HEAD 8083 -15 2 SW -019 1 FRAME SILL 6083 -75 3 SWARK21 I INSERT TRACK 6063 -T3 4 ssW -101 AS ROD IMPACT GLAZING BEAD 6063 -TB 5 SW -012 2/VENT SLIDER TOP /BOTTOM RAW 6063 -T5 8 SW3019 AS ROD FIN SEAL PILE FELT 7 SW1520 AS ROD GRAZING TAPE FOAM 8 583218 2/VENT WHEEL BRASS 9 SW -017 1/VENT MOVING MEETING RAIL 8083 -TS 10 SW40111 2 FIXED MEETING RAIL 6083 -15 II SW-AS AS ROD ASSEMBLY SCREWS / 8X1' PH PHWP CRS 12 SW -013 2 JAMB 8083 -T5 13 SW -016 1/YENT MOVING SIDE RAIL 6083 -T5 14 5N3257 AS ROD WEATHER STRIP BULB VINTh 15 SW -887 AS ROD LATCH ZINC 18 SW -S10 2 /SILT. RETICULATED FILTER FOAM 17 - AS ROD SILICONE DOW CORNING B99 18 SW4077 1 SILL RISER 6083 -75 GLAZING DETAIL IMPACT RESISTANT WINDOWS .543 "rr."v`'fJf IMPACT GLAZING 8063 � 15 6.030 BEAD -16 La , I I 0.912 f- I ,.230 liji � F— 1.875 —I 1.876 MOVING 6083 ' 0.812' MEETING -15 0.050 - RAIL FIXED MEETING RNL 60833 -15 0592 1.000 1.876 MONNG k-1;;;;1111 1 0600 SIDE SW -018 8083 -18 f RAIL L 1.000 0.050 , 1 r -: 0910 �— SLIDER TOP AND BOTTOM RAIL SW -012 6063 -18 J L_ 760 INSERT TRACK SW -XXX21 8083 -18 2.780 r 1� 0.078 1 r L SILL 58-40771 6083 3.082 RISER -18 IJ j 11 1.760 � 0.887 Lan —I FRAME JAMB 56-013 6083 -15 MO . FRAME HEAD AND SILL SW- 019/68 -44287 8083 -15 Flcrir FRODIJCIREVIZED 11•n •i° . �I•r 251591106D5to - 2 `�' Division atom' YGm' VI -<1 '-YO 1 1 Sea m RrAeom 'NI �`f/� —Ofj FRANCISCO HERNANDEZ FLORIDA PE # 51393 DRAM NO. HRO8 — 02 .. . SHEET 6 OF 6 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 18 w 19 +46.46 PSF -50.40 PSF ZONE 4 w 17 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 PERMIT #: Miami Shores Village APPROVED ZONING DEFT BY BLDG DEPT SUBJECT 10 COMPLIANCE WTTH ALL FEDERAL STATE AND (,DN i Y RULES AND REGULATIONS DATE w 21 w 22 w 16 w 15 w 14 w 13 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 FEB 0 +46.46 PSF -62.21 PSF ZONE 5 ONE STORY RESIDENCE 9707 NE 1st AVENUE MIAMI, FL 33138 w 23 w 01 +46.46 PSF -62.21 PSF ZONE 5 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 w 02 w 03 w 04 w 12 w 05 w 06 w 11 w 10 w 07 w 09 08 FLOOR PLAN SCALE: 3/9 °■ 1*-0° +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 C APC Engineering Enterprises, Inc 2150 WEST 10th AVENUE HIALEAH, FLORIDA 33010 (T) 305.885.5371 - (F) 305.885.5073 lulloe @Imuengineedng.com CA# 28413 +46.46 PSF -50.40 PSF ZONE 4 +46.46 PSF -62.21 PSF ZONE 5 SEE REVISION ATTACHED LUIS M. ULLOA, P.E. CML\STRUCTURAL ENGINEER STATE OF FLORIDA UC.# 83809 CONSULTANTS: PROJECT WINDOWS REPLACEMENT 9707 N.E. 1st. AVENUE MIAMI, FL. 33138 CLIENT INFORMATION: BRUCE RITTER 9707 N.E. 1st AVENUE MIAMI, FL. 33138 ISSUE DATE PERMIT SET 02 -01 -12 FLOOR PLAN DRAWN BY AD PROJECT it 03 -AP -12 CHECKED BY LU SCALE: AS NOTED DRAWING: S -1 NEW IMPACT RESISTANT WINDOWS SCHEDULE MARK MANUFACTURER TYPE SERIES QUANTITY SIZE OF OPENING MIAMI DADE NOA # RATING REQUIRED PRESSURE W (in) H (in) MISSILE + (PSF) - (PSF) ZONE + (PSF) - (PSF) W -01 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 79 -3/16 50 08- 0820.12 LMI 60 60 4 46.46 50.40 W -02 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 60 -3/8 37 -3/4 09- 1217.04 LMI 53.33 78.90 4 46.46 50.40 W -03 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 58 -9/16 59 -5/8 09- 1217.04 LMI 53.33 62.00 4 46.46 50.40 W -04 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/8 42 -15/16 09- 1217.04 LMI 53.33 88.40 5 46.46 62.21 W -05 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 19 -1/8 38 -3/8 09- 1217.04 LMI 53.33 120.00 4 46.46 50.40 W -06 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/4 37 -3/8 09- 1217.04 LMI 53.33 88.40 4 46.46 50.40 W -07 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/8 60 -3/8 09- 1217.04 LMI 53.33 75.00 5 46.46 62.21 W -08 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/8 60 -3/8 09- 1217.04 LMI 53.33 78.90 5 46.46 62.21 W -09 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 78 -7/8 60 -3/8 08- 0820.12 LMI 53.33 78.90 4 46.46 50.40 W -10 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 20 -1/8 60 -3/8 09- 1217.04 LMI 53.33 88.20 5 46.46 62.21 W -11 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 20 -1/8 60 -3/8 09- 1217.04 LMI 53.33 88.20 4 46.46 50.40 W -12 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/4 37 -3/8 09- 1217.04 LMI 53.33 88.40 4 46.46 50.40 W -13 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 -3/4 37 -3/8 09- 1217.04 LMI 53.33 88.40 4 46.46 50.40 W -14 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 59 09- 1217.04 LMI 53.33 75.00 4 46.46 50.40 W -15 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 59 09- 1217.04 LMI 53.33 75.00 4 46.46 50.40 W -16 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 78 -1/4 59 08- 0820.12 LMI 56.00 56.00 4 46.46 50.40 W -17 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 19 -1/2 59 09- 1217.04 LMI 53.33 88.20 4 46.46 50.40 W -18 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 19 -1/2 59 09- 1217.04 LMI 53.33 88.20 4 46.46 50.40 W -19 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 59 09- 1217.04 LMI 53.33 75.00 4 46.46 50.40 W -20 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 59 09- 1217.04 LMI 53.33 75.00 4 46.46 50.40 W -21 SUNSHINE WINDOWS HORIZONTAL (XO) 1650 1 39 36 -1/4 09- 1217.04 LMI 53.33 88.40 5 46.46 62.21 W -22 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 92 -1/2 51 -1/2 08- 0820.12 LMI 56.00 56.00 4 46.46 50.40 W -23 SUNSHINE WINDOWS HORIZONTAL (XOX) 1650 1 92 -1/2 51 -1/2 08- 0820.12 LMI 56.00 56.00 4 46.46 50.40 TYPICAL 2x P.T. SOUTHERN PINE GR. #2 WOOD BUCK PROVIDE 1/4`0 CONCRETE TAPCONS MIN. 2` EMBEDMENT INTO EXISTING CONCRETE OR CMU WALL TYPICAL WOOD BUCK ANCHORAGE INTO CONCRETE OR CMU SCALE: N.T.S. SEE REVISION ATTACHED C APC Engineering Enterprises, Inc 2150 WEST 10th AVENUE HIALEAH, FLORIDA 33010 (1) 305.885.5371 - (F) 305.885.5073 Ivt:oa JtrnuengIneeling.com CA# 28413 UIS M. ULLOA, P.E. CMLISTRUCTURAL ENGINEER STATE OF FLORIDA LIC.# 83909 CONSULTANTS: PROJECT WINDOWS REPLACEMENT 9707 N.E. 1st. AVENUE MIAMI, FL. 33138 CLIENT INFORMATION: BRUCE RITTER 9707 N.E. 1st AVENUE MIAMI, FL. 33138 ISSUE DATE PERMIT SET 02 -01 -12 WINDOWS SCHEDULE AND DETAIL DRAWN BY: AD PROJECT 03 -AP -12 CHECKED BY: LU SCALE: AS NOTED DRAWING: S-2