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30 NW 107 ST ArchiveMiami 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: 10/11/2006 Expires: 04/09/2007 Permit Number: PT-9-06-2378 Phone: Owner's Name: DONALD BAUMANN Permit Type: Paint Work Classification: Job Address: 30 107 Street NW Miami Shores, FL 33150- Contractors) Phone Primary Contractor HOME OWNER Yes Additional Information Type of Work: Color: Additional Info: Classification: Residential 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, 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. Parcel #: 1121360070030 Block: Lot: Section: PB: Total Square Feet: Total Valuation: $ 1,500.00 Fees Due Amount Invoice Number Amt Due Amt Paid CCF $1.20 PT-9-06-26193 $68.10 Education Surcharge $0.40 Total: Notary Fee $5.00 OCT Z 3 20O Permit Fee $60.00 Technology Fee Total: $1.50 $68.1010 Building Department File Copy 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. Applicant Signature Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone:(305)795-2204 Fax:(305)756-8972 Inspection Date: 04/03/2007 Inspector: Grande, Claudio Owner: BAUMANN, DONALD � ■ Job Address: 30 107 Street NW Miami Shores, FL 33150- Project: <NONE> Block: Contractor: HOME OWNER buumna Deoartment Comments Permit Type: Paint Inspection Type: Final Work Classification: Repair Phone Number Parcel Number Lot: 1121360070030 APR 0 4 2007 / Inspector Comments Passed Failed El — Correction Needed Re -Inspection Fee ❑ ($75) No Additional Inspections can be scheduled until re -inspection fee is paid . Monday, April 2, 2007 Page 2 of 2 BUILDING PERMIT APPI FBC 2004 Permit Type (cir e). / Owner's Name ( ee Simple Owner's Address -�Zl O Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IMOMIATM SEP 19 2006 1 BY: - - - - -------- - 101 i.�,rOro Permit No. FICA ON IDDu-- Cz,l^ Master Permit No. Building Electrical Plumbing Mechanical Roofing der) �-D®nWQMCcnh Phone # 3 o5 - -?9 3- 000 a- W 109 S-rr City /(&�r2s State �'1- Zip 3 Tenant/Lessee Name /V R Phone # —r Job Address (where the work is being done) 30 / v LAJ `017 S j- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # - _� - �. ' 3 % " 00 - oQ Is Building Historically Designated YES � NO Contractor's Company Name ^i / Ki Phone # Contractor's Address Qualifier Name State Certificate or Registration Architect/Engineer's Name (if applicable) Value of Work For this Permit $ _ 1) I)b Type of Work: Describe Work: Certificate of Competency Square / Linear Footage Of Work: Repair/Replace ❑ Demolition 0 Y� �,t,ray,t«��,t,t,tx«��,r.,��,t,t«��+«�««�/*««rm��Fegs�,tx««��+�� *� *��+t+«k�� k��.��+*,t��.• Submittal Fee $ Permit Fee $ �¢ V a= CCF $ 1.20 /CPS/CC Notary $ 5DCJ Training/Education Feet Technology Fee $ 1 Scanning $ Radon $ DPBR Bond $ Code Enforcement $ Structural Review. $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 a ved and a reimpection fee will be charged. Signature Signature Owner or Agent I / Contractor The foregoinng instrument was acknowledged before me this ("I) day of l �Y J . 2 by who is pe"'rso��nnally---kn"" own to me or who has produced As identification and who did take an oath. NOTARY Sign: Print: My Commik&A Expires: a:Hxpi °Pd Bonded"11", t -!antic Bmuline' The foregoing instrument was acknowledged before me this_ day of 20 _, by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *************************************************************************** APPLICATION APPROVED BY: tiL�t,lC910 (Revised 02108/06) (910Ate;, Plans Examiner Engineer Zoning Miami Shores Village W06 —2,--7�gj T aint Color Approval and Agreement Date: (� a(O D Owner's Name: �-o o ✓\"�,-jlq u ✓t1 CI VY y) Phone #: 3 a 5 - � / 3- o C>b ')-- Job Address (where the work is being done): '7n / / W /Q v7 S City: Miami Shores Village County: Miami -Dade' Zip: 3 3 / (o a Is Building Historically Designated?: YES , NO Contractor's Company Name (if applicable):_ /v I YT Phone#: ............................................................................... All elements on the site must be listed and indicate the color to be o^inted Walls: C" 2 I G � 1 Wl Fascia: 'vy In i +4 Drip Cap/Drip Edge: Soffit. lN1n. T � Flower Bins: -T�-< 'c< COi4Y� o5 LIhk K- Shutters: n1 fa Awnings: N A Chimney: N l A Doors and Door Jams: 1-v-c r'fc-L Co+"i Alk�-Garage Doors: T-D- r f'cc (''o+ r,2v,n Railings: A(M Fences: /1('A Decorative Metal: 14111 All brick (simulated or Stucco Banding: Any other Stucco Features: //R Accessory Buildings: A/ / pg Other: 40OC-3 u Dried Palm —` ((t4 Cafe. EGG-3y-3 ............................................................................... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in complian . it all able laws regulating construction and zoning. Signature: _ I Date: 'v d 6 Ow or Agent APPLICATION APPROVED BY: �ZT—�Date: t V P & Z OFFICIAL "MUST BE ATTACHED WITH PURPLE BUILDING APPLICATION** Is Miami Shores Village aint Color Approval and Agreement Date O`T 17ao(�, lll`�y�filoyi Cg vttn Phone# `% 3' C�00 �- Owner's Name S Owner's Address D 1j/�' - S�State w Zip City etnM Job Address (where the work is being done) w lo? S -T City Mian. Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name (if applicable) Phone # ************************************************************************************************************ All elements on the site must be listed and indicate the color to be painted Walls A rr e- Lix ke— Fascia Vvl`l t 1 C Drip Cap/drip Soffit tNb Flower hies Shutters NII1- Awnings / R Chimney f Doors and door jams h(''Jnny1 Garage floors 1,A A/IlA- Decorative metal U Mirror Lake 30GY 83/150 All brick (simulated or regular) --dAll , Stucco banding n/ill 14 / Any other stucco features /V l fl Accessory Buildings Other /V OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in comphance with all applicable laws regulating construction and zoning. Date Owner or Agent APPLICATION APPROVED BY: Date P& Z Official the 6118/03 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: 9/25/2006 Expires: 03/24/2007 Permit Number: WS-9-06-2366 Owner's Name: DONALD BAUMANN one: Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Job Address: 30 107 Street NW Miami Shores, FL 33150- Contractor(s) Phone Primary Contractor HOME OWNER Yes Additional Information Type of Work: WINDOWS No of Openings: 10 Additional Info: Classification: Residential 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, 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 $1.80 Education Surcharge $0.60 Notary Fee $5.00 Permit Fee $200.00 Scanning Fee $12.00 Technology Fee $4,75 Total: $224.15 Building Department File Copy Parcel #: 1121360070030 Block: Lot: Section: PB: Total Square Feet: Total Valuation: $ 2,400.00 SEP 2 6 PAID 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. Applicant Signature Inspection Date: 10/31/2006 Inspector: Grande, Claudio Owner: BAUMANN, DONALD Job Address: 30 107 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Building Department Comments Permit Number: WS-9-06-2366' Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Block: Phone Number Parcel Number Lot: 1121360070030 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Monday, October 30, 2006 Page 2 of 2 `SNORy9 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL F<0t Phone:(305)795-2204 Fax:(305)756-8972 pnspectionNumber: INSP-27129 Permit Number: WS-9-06-2366 Inspection Date: 10/26/2006 Permit Type: Windows/Shutters Inspector: Grande, Claudio 2 6 2O Inspection Type: Window Door Attachment Owner: BAUMANN, DONALD Work Classification: Window/Door Replacement Job Address: 30 107 Street NW Miami Shores, FL 33150- Phone Number Parcel Number 1121360070030 Project: <NONE> Block: Contractor: HOME OWNER Buildinq Department Comments Lot: Window and door attachment OK, pending revision of NOA for shutters from aluminum to 20 ga, panels and inspection on fasteners and panels. 10/26/06 CG. /0 Inspector Comments III A Passed 14 V Failed El Correction Needed ❑ Re -Inspection Fee ❑ ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Thursday, October 26, 2006 Page 1 of 2 v:(7,1ry9MC MM I-DADE OC� 3 0 20 0 MIAMI-DADE COUNTY, FLORIDA I METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BC _ /140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION _--------- � MIAMI, FLORIDA 33130-1563 rr��rr F�yyn^ (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) [,{ (Alb, � 11801 Industry Drive Jacksonville, Florida 32218 ��Pl / ,SCOPE: ��`This NOA is being issued un thicab rules and regulations governing th%usc als. The documentation submitte has been reviewed by Miami -Dade C epted by the Board of Rules and App%ls (BORA) to be used in Miami un d by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated be iami-Dade County Product Control Division (In Miami Dade County) and/or the A,HJ (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 4 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 $iph \klocit jf Hurricane •' • • ; Zone of the Florida Building Code. ...... .... ...... DESCRIPTION: 0.035611(min.) Galvanized Steel Storm Panels Shutter ...... APPROVAL DOCUMENT: Drawing No. 96-20GAO1, titled " Southeastern Metals MahlIffturing.Co..Iijc. 20 Gauge Galvanized Storm Panel System ", sheets 1 and 2 of 2, prepared by Southeastern 1140s Manufildtuhiig • • : • • . Co., Inc., dated October 17, 1997, last revision #2 dated October 10, 2002 bearing the Aj;1? ])ade CeUn Product Control Revision stamp with the Notice of Acceptance number and expiration datAbx the MiamDade County Product Control Division....... .... MISSILE IMPACT RATING: Large and Small Missile Impart LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state ':nbthe ` following statement: Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 99-0318.03 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Maker, P.E. NOA No 02-0809.02 Expiration Date: 10/10/2007 Approval Date: 11/21/2002 Page 1 M75• 13' COVERAGE �6 1/2• 1/4' 1 7/8' 4 5/8' 0.114 R 44.29' 1.375' REF. It 7/6' - •{ �1�7/8' l � s �pHM (TV) 1Q TYPICAL 20 GA GALVANIZED PANEL S%S CUFIL`�H STUD J � 123 2.000- Q STUD ANGLE 0 ALUMINUM HEADER CHANNEL DETAIL GENERAL NOTES I. 1MS 9RNTTEl1 IS Ocm= N Accco m NTH re fLORIDA eULDNO OOOE. 2DO w=K 2. PO ITIVE AND NEGATIVE DESIGN PRESSE CALCULATION: SHA.L BE PERFORMED N AOCOAOANCE MIN am 7-Oa 9NMJM aESGN LOVS FOR BUILDINGS; AND Onmt SrAtICTUmw. i STIOIW PNA7.s SHALL DE AM 20 WWGE OALVAIR2ED (0.03W) CONFORM04 TO ASTM A853 STRUCflWAL GRADE 37 MINA WIN. fy a 37M ALUMINUM ALWOMOF�4. T M SMALL K IY ENO OF THE PANEL VATH WIN. Of ONE NARIONO PER PANE. AND SMALL K LABELED AS rOLL VON: SOUTHEASTERN NUALS tlC. MAMMA 1ACKSONVA= FLORA I:}UIWO CO. MAY CADS COUNTY- PRODUCT CONTROL APPROVED S TO MEET METRO-OAOE kRRAG/E COOS, REINFORCED PANELS MIN S0101 COLTS NO SPRING NUTS AT ND -SPAN SECURED AT OCRY LAP FONT. HL ALL BOLTS NO WASHERS SMALL RE GALVANIZED OR $TAM = STEEL. NTH A MINIMUM Fy . 33 NW. 7. MATERIAL SPECIFICATIONS NOTED HEKI N ARE THE NAMI/ACTURM REPRESENTATION OF MATERIALS TO DE USED N PRODUCT USING. & TOP ! BOTTOM DUALS 910MN MAY BE NTERWMtGED AS FIELD CONDITIONS INDICATE. PANELS MAY OC MOUNTED NOMMONTALLY MERE APPLICADU L IL THE DUALS AND S>PEOEICATIONS SHOMN MOM REPRESENT THE PRODUCTS PROPOSED FOR IMPACT, CYCLIC AND INMCRM STATIC AIR PRESSURE TESTINO N ACOORDANCE MTH CADS COUNTY PROTOCOLS PA M. 20L AND 203. DESIGN Is :ABED ON CTC TEST R"T N0. TO. MAMLUM ALLOWABLE aESM LOAD: POSITIVE _ +55 NEGATIVE = -71.5 HEADER CHANNEL LAYOUT li 44' SILL 3 1/4" r6 1/2'.q•6 1/2 "6 1/2' 6 1/2' 6 1/2- 7/8" S6' SILL 6 ANCHORS I 68" SILL 8 ANCHORS ( I I BMW 86" SILK. 10 ANCHORS 7/8• x 5/16" SLAT 12 ANCHORS "CAW I s S SEUD Q 2i 1/4'kY soEwAuc sar Vo.125• >�I01.00 IN NIMASON" ASO7 u T Note: Rcin1 2 OOO and at c�_..._� .- -- - -- - ®PATIO SILL DETAIL 2.50--1 I•-13.00•--�•-13 ao- - u oo--y HOLE LEco+o 44' SLL • • • • • • • 7/16•S THRU MOLE >� 6.50 + 6.50'}6.50'+I► 6.w-+ 6.50'+I CLINCH STUO 6 ANCHORS E 56- StLL • • • • • • • F 6.50'+ 6.50'+ 6.50•+ 6.50•+ 6.50'+ 6.50•+ 6.50'•I W ME- 8 ANCHORS 1.50'-+I I►- 13.00•-+- 13.00' 13.00•-} - 13.00•--+- 13.00••--4 B8- SILL • • • • • • • e • • I► 6.50'+ 5.30'+ 5.50'+ 6.50'+ 6.50'+ am*+ 6.50•+ 6.50'+ 6.5O'+I 10 ANCHORS 4.00•-q II- 1300- - 13.00 •It-13.00'--+- 13.00'-+- 13.00' 13.00'•-j 86- SILL • O 0 • 0.0 O O 'D ° As A • n n • • • • • Q.50•+ 6.W0 6.P50a+C°6.5t+j.500+ G§W j 6.50'+ e.W+ 6.50-+ 6.50•+ 6.50"1 0 a o 0 0 0 0 19 NSIW ORS 0 00 ° 000 ° °0 STl4R °AKLg SILK LAYOUT -� 2 1 3 4 I° 0 I 0 000 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 000 0 0 000 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 00 00 00 000 0 0 0 000 0 0 0 PRODUCT REVISED Nu irmpyiss ur" W IFIc3ida Bawa=Code AmpE:sxRN •oZ Expl,M LDRE o 0 007 MLLisl dId OXII1o1 11,*:m�� I cod Q m /%KI-A-Z t� �Ow PNww• r AMi ♦ ef•• soiilifR5sE�1 AETxs welMsc. 20 Ma CAVAMP SfGYJAP/AEt.9E9TEFA :y 1 OF 2 }�1I 0 0 • 000000 000000 0 0 0 0 0 0 0 0 0000 0 00 0 0 0 000000 0000 000000 0 0 0 0 0000'00 000000 0 0 0 0. 0000 0 0 0 0 0' 00000 00 00 oo00; O 0 00000 0000 000000 0 O 0 0., 000000 0000 00 00 O O 0 000000 O O 0 :O 000000 *ago 0 O 0 O O 0 0000 O .O 000000 O 0 " o' 0 O 0000 O Oo ' 0 0 0 0 00 a O O O O O O O O 0 0 O O O O O O O O 4 000000 0 0 e o000 00000 0 O 000000 0 0 000000 0 0 0 000000 1 Sn w'n 1 F r<- �10 NR ■ O O O 09 9NNN e 0 � � T a 00 � �IBi5R 000 8a oo / oZ = 00 o pip 00 0 00 9 Q u Yii '0 0 0 aw su OR 0 � u k 0000 0 '0000 I r � fill ® O m� 1 I A� _ R z © es °t ?-C :_, - - ! 02 UT 111§ N '01 A Wig IRA O 'ATAT �N O r r i S x Southeastern Metals Manufacturing Co., Inc. Irat o f i s 11801 Industry Drive — JaokeonWLe. Florida o 3 IN � RIL F 3 I MIMI®U� BUILDING CODE COMPLIANCE PRODUCT CONTROL DIVISION CITY NOTICE OF ACCEPTANT Ponta Corporation 9040 Belvedere Road West Palm Beach, FL 33411 SCOPE: A SEP� 2 6 2006 u BY:(1_- `--------- DNS d6 - ZOO MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375-29Di FAX (305) 375-2908 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 tight 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: 0.063" Aluminum Storm Panel APPROVAL DOCUMENT: Drawing No. 9647, titled "0.063" Aluminum Storm Panel", sheets 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 3125/96, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISlSIL& IMPACT RATING: Large and Small Missile Impact LAII61r ML: Each rural (hail bear a permanent label with the manufacturer's name or logo, city, state and • followlllg Statement• "Miami -Dade County Product Control Approved", unless otherwise noted herein. • RENfWAL of this.?In.4 shall be considered after a renewal application has been filed and there has been no �; • • • change igdte applicgylelluilding code negatively affecting the performance of this product. • • • • • TER*M KTIONJof t *_r NOA will occur after the expiration date or if there has been a revision or change in the mate>als. Ae, and0"hufacture of the product or process. Misuse of this NOA as an endorsement of any :....: produA for sales, adMfising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of Vos %A shall be cause for termination and removal of NOA. ...... .... ...... '. ADV'$MYT$EME1V'i:7Tme NOA number preceded by the words Miami -Dade County, Florida, and followed by .:.... the expiration date stay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be donete {G entirety. INSPECTION: A copy of this entire NOA shalt 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 renews NOA #99-0219.01 and, consists of this page 1 as well as approval doctnnent mentioned above. The submitted documentation was reviewed by Raul Rodriguez NOA No 02-0417.06 Expiration Date: April 18, 2007 Approval Date: May 16, 2002 0 Page I • • • • f 00, e . • : ....:.. ..:. •• •ii°o: or x: xFo.• luinn`�G"mt• m .n. var 8 •IA'II • I•r�A. � • • • • j -I ..a- r-' I r—m •-+ n L_•• •• I R-7� —� r+.r ro+n.ot _- r. O�•5 iY[ �_.OISY•-M•`P'M"AN�f LE ••• •• "h" HEADER O "U" HEADER . •• • 2 3 •• • • sc.0 • • • • • O TYPICAL ELEVATION .• 2Jf�n 6 OPTIONAL ANGLE WINGNUT O O TYPICAL ELEVATION - DIRECT MOUNT wY�ff[MpuL{ r.. iinw':w[ PLAN VIEW R[.L[, r-V} .I..- x•srw amixr..xnLnu[ u OSTUDDED ANGLE sc.L[ dFd[ fd.rnF..nn .M LNM...brrnx ..mm.t .xo xta..r.{.u�.x..nvw[ uuvL•.•x, v'.0 a' rtn...n,. .R.`,°"r . erl,, i"::iuin u:e".4['si8iiin.r .: �wanr,.L aF.L\.[,uV.F...LVxixuF,L1.......-r..[a. yr.x 5n.L\.[...,... s.nq.fM nAenxgl,FYL —.rf'o. HLIl 1 ...... Sx.LL n! \,.[\[..f r.LLOx. 'q[° ur[° ni.urm x0. x.qt[ .'MLKip! ar'S M1n IXru4,xo i.LLVV1— ,..R°..r[..[x'nnO aW[{5 ' wior'.r°. owc •u i n TTvI .I11Q. L9.. 1110 Tlvto[fro.L... unse I" "RENEWUI ...PIf1.F xXh Llw FIwtlF BW.rF�^rl! F.apl N DM and ro n' PRODUCT RENEWED AOC[ &WEN. txelRanox Wore ✓A D LDIYpION BiN-0ViD CODCLVl1PIJMT.£DRIf1` r.n[x(.•11-n. iin �N[IM' [Lx[mR vwnulr! APMOvID al INO WIN NE A.•.1 1, .MI I•u EONX Hot 1 0 IXO wa . r..n-..x o .-. f-..n,-.•n 0F1 I115�a By PROM =ROI OD'ISM 8011010 EWE canuRsa ancr .anrnncr xR9K-�T I'7. oG 96-17 Oa0888 0 0 a sooeao o a aevsoe a s oaaoc a o 08088 oa000• 0 0 0 vaaoo0 0 0 000000 a o osoe o a ss e a ® a sea* a a 000000 a a 00 a a a a' so e 0080 e 0 0000 coos 0 0 0 0 00 4 6 a c 0 0 os a00000 0 s000ao s000 a a oovo 890000 0 0 00 os 008006 0 0 0 a a a a 0 0 0 a oo w DDw as uvo, •' M1 M1 N N � OR5n�OxArnr O O q M1[�n •1 VOF�o wOI ^..r rr .I rrN 4M1N ba •1 M 1C S L rl N I. . nQDS e rJ _ 13 :w ;.vDple..xat.D,x -I-- . eenexmyn D[ .Net[ to u.tl O(r.lt v.x[L .e .xpL[ 011ut OWALL MOUNT SECTION ,L,tL .` . 14- [xlpWll r �NI9 O— [vnxvp s.Nu<rwl aiva. p-b.--- f 9 w eppe -- V.pNI.\-v,G i IpS,MO1D.FL1 Serx ,w up.,pxmt • u-el IrI' r © CEILING/INSIDE MOUNT SECTION _ _ — s [ I � [NII..IIVYNIO VOw >a M.ORI[ SOIr MI[r.bV-.[W tll[.FN ®[wr U.. • Vppp [v�I. p11. 01 fIWa >�� VVe[O �xptl avM A.LU ro b.0 Onm ..xu rD.xnu on•e. �::':p'.0 ie:i.`.er ::Ye.. wr[. Da[ er rna mu. N te.rm rD .,vw 0 WALL MOUNT SECTION WALL MOUNT SECTION (BOTTOM) Sc.L. r . r.e- O C.I.sr , -_e- — TD,.p.. O � y MASS ) 111. A.1... .wi[Mq.tl © BUILD-OUTMOUNTSECTION v.p[rpn fr i"ipeie:ix itx\eW..p+.w. ....a•. u° eenw A ppw — O Y It nE@r['aNOE nD 49.Oxlq. of E:LelRnnuN unre l�yg_� b. >ROIX ONTRUI.Itl1111, OIIIIJ]1NO C'OOE CON%LU[Cf. UIi10E .VR.O.SO m =1111 WI IN n¢ • •• unrw tl,Wigl SOUTH FIORIRUmOEO OAi IU1i0 WALL MOUNT SECTION RR O -- mOOO cm—aw omsmx (DIRECT MOUNT) MHOIK COOL comMM Or%a YMSLV�LN V[SS �yxYgLa CI 0 Q Q ' G .: a v i aac000 :rviu N Q� I Z V ii Y _N rJJO Q �r'I.N G J G i. 6 • Q v N V IN V• • V r N Q -.i a ra ft i M I A M I-DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE i Jeld-Wen, Inc. 317525 Highway 97 N. Chiloquin, OR 97624 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 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series `°Jeld-Wen®" 618" W/E Outswing Opaque Insulated Steel Door w/wo Sidelites- Impact Resistant APPROVAL DOCUMENT: Drawing No. S-2104, titled "Outswing Opaque Wood Edge Steel Door Up to 107" x 6-8 Unit", sheets 1 through 7 of 7, prepared by R.W Building Consultants, Inc., dated 9/11101 with revision dated 10/22/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number ynd expiration date by the Miami -Dade County Product Control Division. • •.. VIISS4;t*1MPACT11:ITING: Large and Small Missile Impact • • • • •L,ABPi;;;6: Eacp ynit;hall bear a permanent label with the manufacturer's name or logo, city, state and • following statemerlt: "Miiami-Dade County Product Control Approved", unless otherwise noted herein. ..... • •• .• Of � JZENEW'Y of thh=Z 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. ,;..TERM4NA11ON-df'Ms NOA will occur after the expiration date or if there has been a revision or change in the %a . hmaterials jtiise; aii`d c*h*pufacture of the product or -process. Misuse of this NOA as an endorsement of any product, f6r :ales, 4d verlising or any other purposes shall automatically terminate this NOA. Failure to comply .....with any.recbon ofeis 140A shall be cause for termination and removal of NOA. ADVET"AMENT: 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 # 01-1218.05 and, consists of this page I as well as approval document mentioned above. The submitted documentation was reviewed by Jaime Eisen, P.E. . o NOA No 02-1211.18 Expiration Date: August 15, 2007 Approval Date: January 30, 2003 Page 1 • e 0• 0 O O O 0• O A008 0 9 0 9 9 0000 A 0 9 M s404 0 0 0 9DID DDo 0 90 90 00 e 0 O O 0 e 000000 09 0 9890 9 0 900099 oeoo 9 0 00000e o e 990000 0000 A 0 0 go O O Do 9 9 0 0 9 BOOB D 0 0009 9 O 900009 O 0 000900 0 0 0 099000 00009 O 9 00Qo0 9 0 000000 o a eD9ooA D O O 000000 JELD-WEN® Steel WOOD EDGE OPAQUE INSULATED STEEL DOOR OUTSWING 6-8 UNITS W/AND WIOUT SIDELITES GENERAL NOTES 1. THIS PRODUCT iS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. e 2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS SYSTEM MEET THE WATER REQUIREMENTS FOR "HIGH VELOCITY HURRICANE ZONES". SEE NOTE BELOW DESIGN PRESSURE CHART. 6. THIS SYSTEM REQUIRES WINDBORNE DEBRIS EXTERNAL PROTECTION AS PRESCRIBED IN SECTION 1626.1 OF THE FLORIDA BUILDING CODE FOR THE SIDELITES ONLY. 7. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) Face t 24 go. (0.020) minimum thickness, Galvanized steel A-525 commercial quality - AKDO per ASTM 620 with yield strength Fy(ove.)=23,675 psi. r • Expanded polystyrene with 1.0 to 1.25 lbs. density. by Jeld-Wen, Inc. Pone! C=struction: The active and inactive panels ore constructed from 24 go. (0.020" min.) galvanized steel. The face sheet lop and bottoms are bent 90' over the top and bottom rails. The top rail consists of LVL measuring 1.57" x 1.042' The bottom roil is roll formed 0.021' galvanized steel measuring 1.67" x 1.21" with a 1.645" x 3.0' x 0.831' piece of pressed fiber board at each corner attached w/0.5" x 2.0" wire staples. The sides of the face sheet are roll formed into the LVL latch stile and pine hinge stile measuring 1.67" x 1.07. The interior cavity is fitted with polystyrene. The face sheets are glued to the polystyrene. Sash Construcltnn• The sash is constructed from 24GA. (0.020" min.) galvanized steel. The edges of the face sheet ore bent 90' over the polystyrene core and glued to it. The sashes are routed to receive the OOL (HP Polypropylene - Thermofil-P6-30FM0391) do Trinity life frames. The units are glazed with 0.125' tempered gloss. The file frames are wet glazed on the exterior. Frame Construction: The fromes ore constructed from Pine iambs measuring 4.563" x 1.25 The head iambs are mortised and butt joined to the side iambs and attached with (3) 16 go. 2" x 7/16" crown wire staples. The units use a bump face threshold measuring 4.041" x 1.07. The threshold is attached to the frame with (3) 16GA. 2' x 7/16' crown wire staples. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL NOTES AND TYPICAL ATI N 2 wgmAi CR TI N5_.dL_1hLL OF MATERIALS 3 HORIZONTAL CROSS : ECTIONS 4 HORIZONTAL CROSS SECTIONS Je NOTES 5 ANCHORING LOCATIONS do DETAILS 6 ANCHORING LOCATIONS do GLAZING DETAIL 7I UNIT COMPONENTS 74.5" OVERALL MAX. FRAME WIDTH 36.625" MAX. PANEL WIDTH 36" MAX. W/ASTRAGAL PANEL WIDTH d A ®I ® Q I ® iN-ACTIVE ACTIVE O'l u I 6 DOUBL OUT UNIT 37.5" OVERALL MAX. FRAME WIDTH 36" MAX. PANEL WIDTH 14" MAX. PANEL WIDTH 70" OVERALL MAX. FRAME WIDTH 36" MAX. I PANEL WiDTH D 15.5" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH x 1- HA Z 3: O W � -+ w 4 4 Q O 4 6 6" MAX. a w p D.L.O. O y 0Ld 4 y N N X H Ll it1 to �C CO o , L Co 0 co o I t� ALL UNITS ARE VIM SiNGLE W/S10E1.1TES FROM INTERIOR OUTSWING UNiT 107" OVERALL MAX. FRAME WIDTH 36.625" MAX. 15.5" MAX. PANEL WIDTH 36" MAX. FRAME WIDTH 14' MAX. W/ASTRAGAL PANEL WIDTH 14" MAX. PANEL WIDTH d1>D PANEL WiDTH 2 IN -ACTIVE ACTNE Ci 3:x q w J w 4 Ci a 4 6" MAX. g o 6" MAX. K o D.L.O. Oe 1 D.L.O. 41 4 4 in Q � N � �c k a to G G ro o 00 0 0 0 0 0 o e 00 °D 0 o s a o o e e o =751 o 0 0 0 0 0 DOUBLE W/SiDELITES IT o 0 0 0 0 o OUTSWING UNiT 00 0 0 0o 0 0 00 DESIGN PRESSURE RATING (WHERE WATER INFILTRATION REQUIREMENT IS NEEDED) UNIT TYPE POSITNE NEGATNE o SINGLE W/WO SIDELITES +6C7 �sfo-Z.0 psC e DOUBLE W/WO SIDELITES (WINDJAMBER II ASTRAGAL) +66.7 jDsf0-7�?.0 psp o DOUBLE W/WO SIDELITES (IMPERIAL ASTRAGAL) +57.0 psf -57.0 psf cc Z N I. cr) g U ¢ ¢o z ON = Z cj LU =�} � N �:_C3r. CS N O-3Ln w�=z M0a po 3M^ Ad a_ ti op r G a o 1 Z co �" >< En a 3tnr.. a Z D $._ 0 � 0 o w '- a ' v yy BUIL01 DNSULTANTS. 1 813.659.919. _ PRODUCT REVISED DATE: 09/ 1 1/0 0 00 0 03 0 P Wwltb i6 nai is �z' N.T.S. 0 0 o Aasateoar No DQ-12 I. I B MG. BY: TJH 0 0 0 o Gzt+znt o Dett d , 0 0. o o• p K. BY: RW 0 0 0 0 0 By DBMtmG NO.: a:r 0 o id cerCnenrol S-2104 SHEET 1 Or. 7 000 O O O: 000 O O O • O 0 O O O O O O 000 0 -0 0 O O O O 0 O 0 O O O O 00 O• 0 rO 0 00 00 O.O O 0 0 000 O 0 04 0 0 0 0 04 O A0o0 Q o 0 0 Q OQOOpO Q a o004 0 0 4 0 0 0 0999 090090 0 0 0 9 OeoOoo 0 9 9 d@ 09 00 0 099000 9 0 a 9 0 000009 09 0 09000 0 Q 0090 Q 90209 0 0 000099 9800 0 a 0 0 000000 000009 0 9 0 O 900069 0009 099009 0 0 0 9 40 0 0 ao 9 0 A 9 a a 9 9000 090900 9 0 0009 0 ooe06 0 00000 0 0 0 00060 0000 O O e000 0 000e0 0 Ooeoa 0 0 O 00000 1.25" MIN. 80.0" MAX. PANEL HEIGHT EMB. N O Q p t r �Q Li Z D z� r� �� o r0 �1 V H W •z to p zQ p .15" MIN. C-SINK .25" MAX. SHIM THK. p 81.25" MAX. OVERALL FRAME HEIGHT 1.15" MIN. EMS. 1.25" MIN. v to A to to EMS. tnrrt 63.125" MAX. N y OZ nl V -x ,iO.L.O. z o m ED "m `z .til to C {Y,fi $.l ~• •' '1 z.i `: 7'•. ` t7 .It'.. rn V1 Ch _ to : (nm : r �� X� b xiO w G I Z 15" MIN. .15 MIN. Q COUNTERSINK COUNTERSINK 80.0" MAX. PANEL HEIGHT p .25" MAX. SHIM THK. " 00 e ® 81.25" MAX. OVERALL FRAME HEIGHT 1.15MM IN. 0 0 0 ooeD o 0e 0 0000 O 0 0000 O 0 0 0 e 00 O O 0 0 e e0 0 DDo000 0 e 0 0 s O 0s00 e 0 0 0 60 0 0 O Does 0 0 0000 Ln OV0O4L4N.O(0 0 A AAAAwWW C0-I0104W W.Orbli N Ln4%UW-0W O tJ�1►WN_•Ot00 0104C. N�=t r- C) - c.. ar'i*r~*lrz V1 to L4 rx-000� x i- Q (A -C riDr f�mmxx -C ftvf tD X XA X to � Zx rt�'Oo N b $ O6 -00iC 4-0 f ox Ovi �7 n�_xbN -� - eI-A mtnm�En A "�x NN'±-fm1�00�ip3x En X =� ,`�sq � x -x4 t-mk% nv � t." k co = r b m� -Oman-r0*t2Wv byO ,.W bO�rOr1z c� D OOm_. DCaO� b �,�-�Nn =i=� Dvn, �Vf r-x 0� T.wrn z'� O r Z�Nir~h� � f�� CZ Dr`mO m -�-+C 00 0OQ �-�� CXO�p�=t ZZ>Ov A�A �v� .-.tVoi� ar mg- �o zrrb0 m vsz b��g> vmCay.l Or�00NA�A a3 O m �x x mz Dr-C m = _ x a D C) a �c� v otnr'I r VfA ci 0 ox-mC�t7. to to c� cn o o br" w .. VS O (A ;0 ��.tp�� r, = ^ a Z N �^. to-'< r- b A �mrnrn tT ��. o C �t7� to o Dom. rn m o Otn t, C7 mm :Zl vai_O�p c O z O ii x ,3 O �. 2 tnr r (••1 N az �6 h N to I O�m�O •� ' r to O pry 2 m �� V1 E2 `rr*1 tA*N t7 �NX •� to pax•a. x EA p C �i r � �m0�m � . o z G z r ay O I10 't=a m i vz D0. x o• m 0 G x _�jD0 ID r+dsAEn La 2 tn?�O �N N�Z , c z O 4ro D mo Wtnik mph O r �0 �Z x ` c� z Z OOZ m �' +spy C?O z ryl � -�r0*t! Z h w N b� co F 2 N Z O O _r r � c -NI m 0 l 1 -0Om r N -t, 9 prm,SMMA L O r 0 to -� I I to Omn- Om (Ar n I D r-__iq I cmmm N to to 11 1 D �rO�� OCDmOMOmODC 'n 0 0� to -r � *s D W to -r-+ •1 m b�� Z > m '- zr ni Orr �tnr r0i"ZZ Er r O��rGrm- � �� r"' b b p13 rn rn r R Fy 0 t cz �n o V zz no PRODUCT: OUTSWING OPAQUE WOOD JELD-WEN, INC. EDGE STEEL DOOR UP TO 107" x 6-8 UNIT 31725 HIGHWAY 97 NORTH PART OR ASSEMBLY: CHILOQUIN, OR. 97624 VERTICAL CROSS SECTIONS PH. 541.783.2057 & BILL OF MATERIALS It • 99 0 0 O O QO 0 0009 0 • 9 0 0 000990 9 9 0000 0 0 o 0 0 9090 009009 • • 0 0 •00000 9 9 A •• 99 99 Q 008099 0 0 0 0 0 e90000 oQ 0 99000 0 g 9990 • 00900 9 0 000099 •eso 0 9 0 0 000000 408999 O o Q 0 900000 9009 900000 9 0 Q O •• 0 0 80 0 9 Q 0 0 0 9000 909909 0 0 0909 ASTRAGAL RETAINER BOLTS (4) BOLTS TOTAL. (2) 8.0" L. x .312" DIA. o TOP & (2) 8.0" L. x .312" DIA, o BOTTOM 2� n z SEE NOTE 15 1 SHT. 4 �t INACTIVE 1.15" MIN. EMS. xT RI R ~' INTERIOR HORIZONTAL CROSS SECTION 3 AT ASTRAGAL. WNW �126 WINDJAMBER W1 W SEE DESIGN PRESSURE RATING CHART SHEET 1 .15" MIN. C—SINK .25" Max. SHIM THK. 0 HORIZONTAL CROSS SECTION 3 LATCH JAMB TO BUCK ACTIVE nz ..:a 2EXTERIORr INr RI � w 1 10 �Q a HORIZONTAL CROSS SECTION 3 \2.J HINGE JAMB TO BUCK 15" MIN. C—SINK .25" MAX. SHIM THK. ASTRAGAL RETAINER BOLTS (2) TOTAL. (1) 9.0" L. x ALUM. RETAINING SLIDE .312" DIA. ® TOP & (1) (3) 1.0" x 4.5" x 0.565" 9.0" L. x .312" DIA. ® BOTTOM x SEE NOTE EXTERIO in w 15 2 SHT. 4 D]o SEE NOTE B SHT. 4 40 D 1 1. IS" MIN EMS. z� � W nZ Q 2cl 0 ?how z=?o wza� ON�� of U 4 O'o a�4 z o O�c 02fQr t V2 �w N Zow z ti ^ � ►�, v, c x cl a co $ a o. Anht, I we ACTIVE ffi: O O 0 29 10 a 00 00 0 0 0 0 o eo 0 0 0 0 0 0 0 0 0 0 18 • oe o 0 0 0 4 ROPTIONAL ASTRAGAL TI o e e o e o 0 0 0 1A�TERIOR eu�LDNc O ZO TAL CROSS EC O o e o 0 0 o CONSULTANTS. CHC 3 AT ASTRAGAL W/ITEM # 1 g �o 0 0 0 00 0• o e 00 813.659.9147 IMPERIAL ASTRAGAL SEE DESIGN PRESSURE RATING PRODUCT REVISED Ohm 09/ 1 1/01 CHART SHEET 1 0 0 0 000 00 0 = OmpWn wM the f wj" SCALE: N. T.S. 0 0 0 0 0 0 o e o owd us Calko o e o 0 0• e o Aoccyhcoello DWG. BY: TJH 0 o m o o e0 o 0 o e o o Ezpiratio 11at� CW. BY: RW D o e o 00 0 0 0 0 0 0 0 0 0 o e Sy DUA MC NO.: (41-- *d—aatrot 5-2104 ntvts swo 3 of 7 000 0 0 0 0 000 o e o 0 0 0 0 0 0 0 o o e 000 0 0 0 o 0 0 0 0 0 0 0 0 0 0 oa 00 0 0 0 a* eo 000 0 0 0 000 0 0 SEE NOTE XT RI R 9 SHT. 4 211 34 27 SEE NOTE�42 44 / 5 SHT. 4 24 ��7�)-/ i i� 33 36 SEE NOTE 23 32 3 SHT. 4 SEE NOTE 4 SHT. 4 SEE NOTE 7 SHT 4 2Y 15 2 INTERIOR �z ' n NOTE JSEE 6 SHT. 4 HORIZONTAL CROSS SECTION �J AT SIO 1 TO LATCH JAMB, TYP NOTES: i. SPACING FOR 18 x 1" PFH SCREW ATTACHING THE WINDJAMBER ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: TOP DOWN; 1.0, 3.0" & 5.0. FROM THE BOTTOM UP; 1,0", 3.0"• 5.0", 20.0' & 38.75". 2. SPACING FOR ITEM 41 110 x 1" PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0", 2.5", 4.0". 5.5", 13.0", 18.0" & 26.0". (I4 PFH SCREWS TOTAL) 3. SPACING FOR 18 x 1 112" PLASCREW IS AS FOLLOWS; TOP & BOTTOM; (2) C SCREWS 3.0" IN FROM EACH HORIZONTAL CORNER. FROM THE TOP OF THE FRAME DOWN ON THE SIDES; 3.0", 13.0", 26.0% 39.0 52.0" & 63.0". 4. SPACING FOR BRAD TRIM NAIL 314" L. ATTACHING THE OUARTER ROUND TO THE SIDELITE IS AS FOLLOWS; TOP & BOTTOM; 1.25" IN FROM EACH HORIZONTAL CORNER WITH (1) /'� MORE NAIL IN THE MIDDLE. SIDES; 1.25" FROM EACH END & SIX MORE EOUALLY SPACED ON THE HELD. 5. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE 18 x' 2 112" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 18 x 2." PFH WOOD SCREW. 6. SPACING FOR 18 x 2.5" PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER IS AS FOLLOWS; 6.0" FROM EACH VERTICAL CORNER WITH-(4) MORE SCREWS EOUALLY SPACED, A TOTAL OF (6) SCREWS PER EACH VERTICAL MULLION. 7. THE SIDELITE IS SECURED INTO THE SIDELITE JAMB WITH SILICONE CAULK ON THREE SIDES & 318" x 318" 114 ROUND & BRAD TRIM NAIL x 314" L. 8. WHEN ATTACHING THE HINGE TO' THE JAMB AND BUCK USE 170 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE 110 x 1 314" PFH WOOD SCREW. 9. THE MULLION CAP IS ATTACHED TO THE PRESSURE TREATED REINFOECEMENT WITH ITEM 144 A 1" TRIM NAIL SPACED A MAX. OF 12" ON CENTER. 10. SPACING FOR ITEM 150 THE 16 X 7 112" PANHEAD SCREW ON THE TRINITY SIDELITE FRAME IS AS FOLLOWS: FROM THE TOP DOWN ON THE SIDES (5) AT 3.25% 18.0625", 32.8125% 47.5625" & 62.625". THE TOP & BOTTOM (1) SCREW AT 4.4375". SEE NOTE 5 9 SHT. 4 44 13 8 42 4 a EXTERIORw y L - Iq SEE NOTE O a 8 SHT. 4 z ... 29 rn } n _ 38 INTERIOR 37 Z = = m 3=0� 10 SEE NOTE .I .c-p;•c+tii > m U a 6 SHT. 4 ZY 3 36 a3 33 K>w ;ate uth /21 H RIZONTAI CRnC9 cFCnnN 4 AT SIDELITE i0 HIN IAMB TYP 32 23 SEE NOTE �a og ui SEE NOTE SEE NOTE 3 SHT. 4 ao 1 ` FA7 7 SHT. 4 4 SHT. 4 1.15" MIN. 20 Z'• ti� .15" MIN. - I COUNTERSINK oI=U_ mm a �� pd - 2 W Y TR a 29 38 n a 37 n u X7 RIOR ro INTERIO17a SiE NOTE J3 SEE NOTEs SHT•.25" MAX. q• • 3 SHT. 4 SHIM THK. •• SL•E • • • • 7+ i�31HEiRIZONTAL CROSS SECTION mNsu«xrrts, in 4 T SIDELITE TO BUCK 1YP 613.659.919] PKOOUCTREVIWD MQ: 09 11/0' • • • ••• • �y cc• �`De1iOi srx[: • • • • • • ••• • • N.T.S. • • • • • • • • • • A•xWu No - 11.16 mc. w TJH • • • • • • • • • • • Ecpilp0 pule } • • • • •. • • • cxx. v: RW • • • • • • • pY ouwwwC Ip,; Ill, un fnn'M S-2104 00 0 0 0 0 00 0 0000 0 0 0 0 0 000000 0 9 0000 0 0 9 0 0 9 9900 000009 O 0 O O 000900 9 O O 00 AO 00 0 009000 9 0 0 0 0 000000 00 O 90000 O O 0000 O 00000 O O 000090 „ 0000 0 0 0 0 000090 000009 9 O 9 0 000000 0000 000000 0 0 0 0 00 0 0 00 O 9 0 0 0 0 9 0000 009009 0 0 0000 SEE DETAIL "F" SHEET 5 SEE DETAIL G SHEET 5 '3 3" 6" r— ® I- rYP. in SEE DETAIL r H SHEET 5 _ © TYR KDo = to n to 1 �. A A In ^ A to �i 16 16 • -i TYP. I 6" 3" 3" 6" 3" 3 SEE DETAIL K SHT. 5 DOUBLE DOOR ANCHORING LOCATIONS DETAIL G HIN .F TO JAMBS & DOOR 4 Q SEE NOTE 5 SHT. 4 sEE nlorE 5 s SHT. 4 5 4 S SEE NOTE Q 5 SHT. 4 0 Al H WIN JAMS R ASTRAGAL OPTIONAL DETAI FA R RETAINER BOLTS HEADER IMPERTAT�RH'DETAIL J STRIKE STRIKE PLATE RETAINER BOLT -HEADER PLATES TO JAMBS STRIKE PLATE SEE NOTE 5 SHT. 4 10 1 Yin ono n In ui in L to aoOR r\ � r7 to OR ►7 L 9 S ❑ 5 DETAIL H STRIKE PLATES TO WINDJAMER ASTRAGAL 5 5 OPTIONAL DETAIL H STRIKE PLATES TO IMPERIAL 4" 4" -H--3" 1 6" 6" r 3" 1 I II © IlI I I 0 3" P. TYR TYR SEE - - DETAIL 5 SHT — — SEE NOTE — 6 SHT. 4 — Q Q TYP. C D m'- IVA I-3" i67y� II PII VA-0 3" —I 6" 6" ') —) 1-- 3" 3" 3" 4.5" 4.5" SINGLE R W/SiDELI ANCHORING LOCATIONS SEE DETAIL G SHEET 5 C3¢ceo z�oN z US =d^ q N�� t`') U 0- � o � as QQp� } pN+ 00� t 2 0 Z•k In or 3� V _ Wit,,'- c a ASTRAGAL RETAINER BOLT _ HOLES MUST BE DRILLED w THROUGH THE THRESHOLD & INTO THE MASONRY DEEP ENOUGH FOR A 2" THROW 16 0 0 0 w No=¢ 0 �oo� ntr.-Z 0o 0o0 0 0 0 0 o eo o e 0 0 0 0 o e OPTIONAL DETAIL K Slit �suu o�HG ' WfNDJAMBEN ASTRAGAL o 0 0 o e o IMPERL4L ASTRAGAL coasut.rAWS. IN RETAINER BOLP HOLES 0 o e o RETAINER BOLT THRESHOLD 813.659.9197 Go 000 00 0 0 0 Go STRIKE PLATE PRODUCT REVISED DATE: 09 11/01 to c=plyivZ with the Flfo" 0 0 0 000 0 o 0 Q4ft cQ& SCALE: N. T. S. O 0 O O O O O e O P Aoagtco 9 No Uwc. 9Y: TJH 0 0 0 0 0 0 0 00 0 0 ! sRmtb Dnts } 0 0 0 0 0 0 0 0 o e o o H. BY: RW O 0 O O O 0.1 O O O O $S� DRAWING NO.: 00 0 0 0 0 0 A4{aml set coetml tlIV.. S-2104 sHEu 5 or 7 000 0 0 0 0 oo0•e o 0 0 0 0 0 0 o e 0 0 0 0a0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 00 00 O O O 0 0 O O 000 0 O O 000 O O 000a 0 0 ooa000 0000 0 0 0 0 a o 0 00 0 0 00 0 a o 0 000060 0000 000000 0 0 0 0 60e000 000000 0 0 0 0 0000 000000 0 o 00600 0 e000 0 0 00000 0 00 000000 0 0 0 0 • 000000 0 00 00 00 0 0 o 000000 0 0 o a 000000 0000 0 s• 0 0 0 0 0000 s 0 006000 0 0 a A O 0000 0 00 0 0 a 0 00 a o o00o�o 0 0 000000 u 0 0 000000 00000 0 v 6 0000 0 0 000000 0 0 000000 0 0 000000 I 0 00 o s o 0000 0000 0 0 0000 0 O 00 0 O 0 000000 V o O 0000 0 0 0 °o 0 0000 o • 1.75" MIN. PANEL THK. 1 " MIN. GLASS THK. V N m o a v c� 0 0 oO 0 0 0 Z-s o 0 00 00 000 0 0 0 cn 0000 0 o w 0. Wm 1.75 " MIN. PANEL THK. 9 Ln o V 125" MIN. to NGLASS THK. 3 o ,. M 00 Z .. O wZ N a N �� 2 v a z o to no r f 13.85� W I-3.85" —i 1. .853.85" --I cr L 1 11 W = w o� W ■ W w c,. OW w= rri W w C> W w 01 TT a�'' to T I W � W • 7.375" r 38.375" ON v 69.375" D - N� W= �z _ 36.375" � � 5.5" '�� ram©En CII� �0 yD r A t*1 Ln �=- W �I�©I I_ —{ 13.85 .BS .85 85 .85 0c-0(A L 36.375" 5.5" 1 r uj I '� rn 0► = 69.375" 38.375" 7.375" 13.85�3.85" 13.85" 13.85�685" a cqp U r OUTSWING OPAQUE WOOD JELD-WEN, INC. EDGE STEEL DOOR UP TO 1 7" z T 31725 HIGHWAY 97 NORTH PART OR ASSEMBLY. CHILOQUIN, OR. 97624 ANCHORING LOCATIONS PH. 541.783.2057 do GLAZING DETAILS 00 O O O 0 00 O 0000 0 0 O O O 040000 O 0 0000 O 0 O 0 0 '- • 0000 000000 O 0 0 O 000000 0 0 O 00 00 Oe 0 000600 O 0 0 O 0 000000 OS O 00000 O 0 aoeo 0 00000 0 0 000000 0000 0 0 0 • 000000 08e000 0 0 0 0 •00000 0000 000009 0 0 a 9 •0 • 0 00 0 O 0 0 0 0 0 0000 000000 0 0000 4.5625" 1.67" �T rr-- 1--T 11 7z) N � 1 � 2 4 HOOD FRAME 0 cvi LATCH STILE 3 39 4.041 " - 1--11- .125" n � un r °4 2.4375" —I o 1 LITE FRAME ODL 9UTSWfNG BUMPFA _F THRESHOjp HP POLYPROPYLENE LOW PROFIT: (THERMOFIL-P6-30FMO391) — .050" EXTRUDED ALUMINUM o .513" 9 'YMN' A'Lfy.:YW: v In cl' 2.521 " o N TRINITY LfTE FRAM 46 LUPOY EU-5007 DRILL TRU 112" GLASS FRAME FOR A 18 PFH WOOD DRILL TRU FOR SCREW 2PLCS .357" DIA. ASTRAGAL 2.375" RETAINER BOLTS WINDJAMBER If WR68J STRIKE PLATE STEEL PLATE n TO aj I—f- .912" OPTIONAL, 18 IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WA 1 ASTRAGAL HAS (1) 9.0" L. x .312" DIA. BOLT ® TOP do (1) 9.0" L. x .312" DIA. BOLT ® BOTTOM 1.67" 0 it ORTP HIN 71 13 c o ao4701 � 0 ui 140" 10 .525 " COMPRESSION WEATHERSRTIP SCHLEGEL 0-LON ODS 650 I— 1.75" —{ 2521 " -- TRINITY LITE FRAMI LUPOY EU-5007 i" GLASS FRAME .25 " --I I ------ fu L N 12 1.73" —J DOOR STEEL EDGE CAP, BOTTOM .021" ROLL FORMED STEEL ---1 1.0" `-- r ch v ASTRAGAL HAS 1 rN (2) 8 .0" L. x .312" DIA. �i BOLTS ® BOTTOM do (2) 8 .0" L. x .312" DIA. BOLTS ® TOP 1.767" ASTRAGAL iW/NG1J Aomg // 0 (WR68J T(WR68J T-6063EXTRUDED ALUMINUM EXTRUDED ALUMINUM 1 1.875" I OfA VARIES W/LOCK USED 0 v l WOOD LOCK BLOCK. 1.71 " THK. i S Z N Cn to W = 0,-: W "=2 3 V) (U 0- o� 0 o o�m co VWxN 3 � La c Ow a 00 000 0 0 0 0 0 00 0 0 0 0 0 0 O O O O O O O o O O O O D O O 0 0 0 0 0 0 0 0 0 0 00 000 00 0 0 0 00 a 0 0 W « pb4mg w1W uc nmiak FRUVUCTlMVVSEU— L 00 0 0 o 0,00 00 0 11c�tmNNo 0202-121 1 P- 0 0 0 0 0 0 0 0 o L41- ihtt: I 0 0 0 0� o 0 F-- .097" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� o o • o e o 0 �. 1 d C�=� 4 x 4 STEEL D0511 HIN 0 0 0 0 1Jh .097" THK. STEEL BY HAGER �IjIBUtLOING CONSULTANTS, iNC 813.659.9197 ate: 09 1 1 /O 1 sue: N.T.S. �: TJH C►ac. or- RW or+Aw�Nc No.: S-2104 lww 7 or 7 0eo 0 0 0 0 00s o 0 e o 0 0 0 0 0 0 :i 0 0 0 o30 0 0 0 0 0 0 0 0 0 0 0 0 0 • 0 00 00 0 0 0 0� 00 000 0 0 0 000 0 0 000000 0 0 0 000000 0 0 000000 O o 00000 O 0 00000 000000 0 0 O 000000 O 0 000060 O 0 0000 O 0 0000 0 0 O O 0 00 0 0 00 O O O 0000 000000 O O 000000 O O 0000 000000 O 0 O 0000 O 00 000000 0 O O O 0 O 00 00 00 O 000000 0 O 0 0000 0 • 0 O 0000 O 0 O O 0 0000 0 00 O O 0 • 00 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit Number: WS-9-06-2366 Invoice Number: WS-9-06-26183 Applicant: DONALD BAUMANN Company Name: Owner Address: 2700 135 Street NE 45 MIAMI, FL 33181-3583 Job Address: 30 107 Street NW Miami Shores, FL 33150- Date Payment Type Check Number Amount Change Tuesday, September 26, 2006 09/26/2006 Check 2381 $224.15 $0.00 Total Payment: $224.15 Page 1 of 1 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ipM979771 SEEP) 1 8 2006 BY:�1j,11 Permit No. No.W..S t Cn PERMIT APPLICATION, Master Permit No. FBC 2004 tef V Permit Type (circle): uilding Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) Owner's Address 73,0 Jv W City. L IS- 793- Ooo-.I- Zip Tenant/Lessee Name_ All A— Phone q Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # _tl" a I - 3(p - 009 - DO 3 O Is Building Historically Designated YES , ' n NO ✓ Contractor's Company Name /v I!/y� J Phone Contractor's Address City_ Qualifier Name State Certificate or Registration Architect/Engineer's Name (if applicable) Value of Work For this Permit y 0 Q Type of Work: ❑Addition ❑Alteration Describe Work: Certificate of Competency No. Square / Linear Footage Of Work: []New K Repair/Replace �A L)yrir c- Lg 1, unj c>A F'raht Dior' v ❑ Demolition Submittal Fee $ Permit Fee $ 1 %�% __!1 CCF $ I " O V CO CC Notary $ 5� Training/Education Fee $ (2•(d) Technology Fee $ Scanning $ilw- Radon $ DPBR Bond $ Code Enforcement $ Structural Review.$ Zoning $ Double Fee $ Total Fee Now Due $ 4-4-15 See Reverse side -a Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 charged Signature c _ Cv ,iv Signature Owner or Ag Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day ofNE20d ,by '�Iftld A�F� NUMIX&I day of 20 by who is personally known to me or who has producedR, PtIalfibc who is personally known to me or who has produced ?&V IM525 o As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Print: t AJAI(fi My My Commission Expires:; n a,, APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning 05/23/2006 TUE 10:56 FAX m^,-_ J:7 NCOPE: RR yy This NOA is being issued under the applicable td188 The documentation submitted has been reviewed by Miami -Dade County oduct Con g the use co n by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and oth accep the Authority Having 7tnisdiction (A I), tY as re owed 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 testine and the AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this aeceptanc; 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 Firgh Velocity Hurricane Zone. DESCRIPTION: Series 2100 Alumimm Single Hung Window APPROVAL DOCUMENT: Drawing No_ 04-113-0002, titled "Series 2100 Alum. Single Hung -Window Non - Impact Resisra, Isheets 1 through 4 of 4, dated 08/19/04 with revision dated 1016104, prepared Frank L Bernardo, County, P Inc.,nc Consulting visiEngoneels, signed and sealed by Frank L. Bernardo, PI., bearing the M ami- 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: None LA-gEMG: Each unit shall bear a permanent label foUO%i Attatemelt:. Nlium'_Dade County Product CWith the manufacturer's name or toga city, state and ontrol Approved", unless oche or to noted herein. RF nl e�i of thjs No shall be considered after atenewal application has been filed and there has beea ao ......change In the aPP*4k-4uilding code negatively affecting the peaonnance of this product. TERDJATION a6thi4NOA will occur after the expiration date or if there has been a revision or chance in he .matenals.mse, a ndhttt"ftfacture of the product or process, Misuse of this NOA as an endorsement of any • Pia:MP dales, 0kffls ag or any other purposes shall automatically terminate this NOA. Failure to comply ,... :with any _sect g0,of.tMIVOA shall be cause for termination and removal of NOA. .�...�ADVEItTISEMEWse NOA number preceded by the words Miami -Dade County, Florida, and followed by .. e. .... Otte exptra lion date ptay,llc displayed in advertising literature. If any portion of the NOA is displayed, then it shall . be done Sp.'6 entirety.• .4INSPEC!.� N: A copy of this entire NOA shall be pruvided to the user by the manufacturer or its distributor, and shall be available for inspection at the job site at the request of the Building Official_ This NOA revises NOA 4 02-0612.04 consists of this page 1 and evidence pages ER and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez P.E. NOA No 04-0504.05 Expirauen Date: July 11, 2007 Approval Date: November IS, 2004 Page I 05/23/2006 TUE 10: 55 PAX ZC? 2/017 Traco Secgraity Windows & Doors, Inc. NOTICE OF ACCEPTANCE! EV-MENCE SUIOa rr =D A. DRAWINGS 1. 'Manufacturer's die drawings and sections. 2. Drawing No. 04-113-0002, titled "Series 2100 Alum. Single Hung Window Non - Impact Resistant", sheers 1 through 4 of 4, dated 08/19/04 with revision dated 10/6104, Prepared by Frank L. Benmrdo, Inc. Consulting Engineers, signed and sealed by Frank L. Bennardo, P.E. R. 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 'rest, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of Series 2100 Aluminum Single HU?nc Window, prepared by Fenestration Tesding Laboratory, Test Report ivo. FTL4274, dated 09/27/95, signed and sealed by Yamil Gerardo Kuri, F.E. "Submitted under NOA# 02-06.12.04" 2• Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 2D2-94 3) Water Resistance Test, per FBC, TAS 201-94 4) Forced Entry Test, per FB-C 2411.3_2.1 (b) and TAS 202-94 along with marked up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report .No. FTI1-1305, dated 10109195, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 02-0612.04" °°°°°° A ° o ° ° 3• �o o Test reports on 1) Uniform Static Air Pressure Test:, Loading per FBC, TAS 202-94. 49 with marked -up drawings and installation ° :° ° ° ° ° ° ° ° diagram of Series 2100 Aluminum Slagle W g g endow, prepared by Fenestration DODO* ° ° ° ° ° ° ° ° Testing Laboratory,T Test Report No. 9F M4.1616, dated 04/02/97, signed and seated by Gilbert Diamond, 00 P.E O "SFOnh!zed under NOA# 02-0612.04" °°°°°° 6°°°°4• ° ° ° ° ° ° Do ornseroe its on 1 ° ° ° ° ° ° P° ) Air Infiltration Test, per FBC, TAS 202-94 ° 000400 000660 000000 a t ° ° ° ° ° ° 2) Uniform Static Air Pressure 'Pest, Loading per FBC, TAS 2V2-94 ° ° ° ° 3) Water Resistance Test, FBC, TAS 202-94 °°°°•° ! ° per a'Liea °wit g marked-ap drawings and installation ° o ° ° ° ° , 0000 . .° -di agmm of Series 2100 &Ag}e Hung Window, prepared by Farabaugh Engineering ° Do ° ° °°°�°° °®°0 ° ° ° ° and Testing,Inc., g No. FET-04002, dated 03/15/04 signed and sealed by Daniel G. Farabau t gn � gh Manuel P , Product Control er NQA No .05 Expiration Date: July li,lpt}7 E 2 Approval Date: November 18, 2tiO4 - OOab O a 000900 0006 e 8 go 3 410 O O O A 000000 ?040 0009i0 6 0 0 0 0000ao 000pao 0 0 8 O 6090 o600eo e o 30000 6 0000 0 O 00006 0 00 040000 0 a o• o • 6 000000 O O a e oo0.9O , 0 0, • o 0o6ap0 0600 O O a o 0000 e e o00oa6 o s e 0 0 0060, d to � 4 d 0 84 2013/017 Traco SPcnrity Windows & Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corporation., dated 6/8/02, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# 02-0612.04" 2. Anchor Calculation, ASTM- E1300, and structural analysis. prepared by Frank L. Bennardo, P.E., INC. Consulting Engineers, dated April 15, 2004 and revised on August 19,2004, signed and sealed by Frank L. Bennardo. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. NIATFIUAL CERTMCATIONS 2. None F. STATEMENTS L Statement letter of conformance, dated July 7, 1999, signed and scaled by H. Farooq, PX• "Submitted under NOA# 02-0612.04" Z. Statement letter of no financial interest July 7, 1999, signed and sealed by H. Farooq. P.E. "Submitted under NOA# 02-06I2.04" 3. Letter stating that the product has not changed since it was last approved, and that the Product engineer is still in the engineering business, signed by Javier Garcia_ Submitted under NO" 02-0612.04" 4. Statement Ietter of conformance, dated April 30, 2004, Signed and sealed by Frank L. Bennardo, P.E. 5. Statement letter of no financial interest April 30, 2004, signed and sealed by Frank L. 0 ° ° 0 Bennardo P.E. � osooso 0 0 0 0 0 0000 0 0 0o0e0O 000430 0 IL o A®ace0 of Acceptance No. 02-0612-04, issued to Traco Windows & Doors, For "Series 0 e ° 0 e 0 ° 0 0 0 060 ° °2:��/OG Single Hung Window- Non Impact Resistant, approved on 07/18/�2 and ex irinp 6000000 0 00 0 V O//11/07. `J' 00000 0 0000 000000 0 0 0 0 0 0 0000 Oo0e0o 0 0 0 000060 o 000090 00oe 000000 6 0 L O 0 00 O 0 00 0 O 0 O 660600 0 0 0 0 0 O 0 0 0000 Manuel P ,E Product Contro er NOA No 04.05 Expiration Date: July it, 2007 E 2 Approval Date: November 19, 2o04 - e.e o 6 q o 9 0 o ! 9 � o 64coo 9 � A QOOgOi a990 o 9 9000 060000 9 000000 DV B ¢ 0 0 o a all O a 9 0 -9000 9 9 900009 0060. 0 o o ' 0090 9do9oa o` 9 9 a 00 0 00,4000 0 0 9 9'0 9 00000 ' g o a 90990 o9uo4o a 0 0 0 909090 e o 0 Og00 *99900 9 O O 9 e 4o 0 O 0900 U06090 a 9 ODaA 0 0 000 0 0 0 00e 0o ao O e 0 00 00 0 0 0 0 0 0 0 0 0 o e 0 0 o 000 0 0 0 0 0 0 0 0 0 0 0 O O O e 0 O O O O 000 SER-IF.,5.-2-1,'*'OO-SINGLE-HUNC., wrNnnw (NON -IMPACT RESISTANT) I If"Ptl«as�`°"'?'f' Wftom wtotn fa NarAGW M[161t1 (e,) 1r 3/16• TAPCONS *_3LLt_&nk 0 3/1 TA e 0 3/I�NsA 1 I 0 3/36' T COHS 0 3 6/t " Ann 1/4' TAPCONS HAl(.5316' WINDOW W�OTH 49 S/6- O.1.0. (PIKED)-- A 060 mitt, 3jLwAlai,oR p ffs v Ill'thsok u 4 .. 01 a � [1 r* 3 $ 1 -4 I c . / _ 51 '^ nn C , L CENIER ANC2iOR @ ! Itr AD & SUL ILL O'D 6• NAtI ONLY ON WINDOWS �iI 48 1/16- � TYP > 26.1/2' WIDE 1 D.L.O. (VENT) 1 MAX SO1/4' } VENT W101'11 1 TYPICAL ELEVATION 112' l' 0" EXIERIUII EIEV 3 1' 114" TAPCONS 2)/ , Insu1 114* TAPCONS PCs u Ne t ►°+ (3Q Ncq Pat s Neg I Paz sI N4 z0 PC* "t, Pos fl HeD I Pot He9 c 19.125 26.SU 51.1Z5 26.00 3 Anchors / 3S.S 61.31 1i5.53 6l.]] St7.110 , bI.33 70.05 35.06 3 Aoch0cP/q:m0 BD00_ 0135.5 80.00 �.8)A 48 M:10n / 18tQ 0. l .S ] WOti$s / 18ltT6 13 f 3 An / lama, 6D.00 3 Anchors / lamb 00.00 210JJ0 3 Andwra / lamb 80.00 230.00 020A 0 991R �jG 7 05 40.79 4079 at 00 9 . 97.$p S _ 48.79 80.00 _80.00 60.00 �056S 102.59 00.00 60.00 BO,QD 05 65 347.29 102_5_ 80.OQ 60.60 _35Ub D0,00 2D5.6537.00 117.29 1 102.59 70 OS 48.74 4@.79 i9.125 26.50 37.D0 _SLt2S 19.125 26.50 37.00 38.37S _ 50.425 _4 Anchors I Jamtr 61.3] i22.43 63 33 8D.36 4 Anchors I lamb 4 Anchors / lamp 4 AntJwfs / Jamb 3 Anchors ]omb 3 Andwn / Jamb 3 Anchors lamb B0.00 60.00 1?2.43 68.36 60.00 12243 80.00 122.41 60.00- 80.00 193.06___ 139.]! BO.co 193.OG 80.00 193.06 60.00 63.2e 44.07 84.36 _ 63.28 44.07 60.00 68.36 60.tW 139.3] 80 00 1]9.33 61.00 6t.DD 24AS _24.45 4 Aro=rz I Jamb 63.28 44.07 63.28 44.07 63.20 44.07 63.28 M.07 d0.00 fi9.S0 92.79 69.50 80.00 59.S0 99.79 69.50 00.00 69.50 99.79 69.S0 5 Anchors / Iamb S Anemrs I Jamb S Arttigrs / Jamb S Andwn / Jamb 5 Andwt / Jamb 5 Anchors / lamb 6).3) 61.33 92.01 66.98 80.00 80.00 Si1,97 116.01 83.72 59.97 4000 80.C10 59.97 t16.01 80.0r 90.00 209.00 50.00 i10.00 80.00 174.0U_ 41.9) 47.97 03.72 59.97 a0.D 59.9 80.00 60.00 136.00 91.70 80.00 80-DO 176.04 104.12 80.00 80.00 136.00 93.3053.125 19,29 19.29 4t.76 41.1b 1l_76 41.76 5 Aiumms / lamb 60.00 103.03 41.7 62,63 62.6] 62.63 82.63_ 56.10 56.10 19.125 26.50 17.0U S3.12S ►9.125 96.50 i7.00 53J25 19.12S 37.00 S3.125 57.00 63 __ _ 74.23 5 Anchors / Jamb S Arlch"S / lamb 80.00 103.03 S Anchors / Jamb 60.00 103.03 5 Andtors / lamb 80.00 191.00 5 Andlor6 / )arnb BD,00 _ 210,00 5 Anchors / Jamb 80.00 153.OD 63.31_ 63.33 _ 85;00 67.90� 74.36 74.36 74.36 74«35 _53.74 74.36 74,76 80.00 !20.00 80.00 156.3S 00.00 122.00 51.25 53.76 51.26 53.26 53.26 80.00 g2.10 $0.00_ 96. S 80.00 89.50 37.09 37.09 6 Anchors / lama, 37.09 37.09 6 ArKlwn / Jamb 37.09 77.09 6 Ant Jamb Jamtr 53.00 5).00 S And►ors / Jamb I _ 57.91 57.91 S Anchors / Jamb SS.50 55.50 S Anchors / Jamb S Anchors / lamb 63.33 60.70 _ 77.00 _ 60.70 60.00 80.00_ I11.67 8D.73 d0.D0 111.87_ 80.00 l I1.D7 80.OD 116.00 80.00 126.00 80 00 /39.OQ 80.aa E013 80.00 80.7] 8p.00 16b.00 80.00 ►41.46 80.00 f09.00 S7.02 .7.82 Sr.e! 57.62 S7.02 76.20 76.20 ' 00.00 p5_BS_ Bo.00 8030 hinh 40.27 40.27 6000tz{s0ga92b <OT27 �tAric80.0hmi/ 40.27 40.27 40.27 49.50 49.50 60A� ani 54.49 S4.49 S4.b5 54.b5 Jamb AQclwf5L99S7 Jamb 61.3]Kxt/64.90 7D G~ 55 9 18.9 ~60.S0 , 49.G6 f 9311 9192 __68.50 49.06 80Arlclwtsl-00 68.50 _49.06 �Jattitr 68.40 80.00 3°� QQ.D0�31700 82.BD 80.00 144.03 80.00 R9.60 49.06 49.06 6S.70 65.70 @0.00 93,73 73,60 7].60 34.17 34.17- ]1.17 14.11 34.17 45.90 45.40 SD.OD $0.00 50.14 SO.14 ROLL -FORMED GSO•ANNEALED _ ALUM GLAZING � GLASS OEM BEDDING 3/4' 111" GLASS BITE, COMPOLIto ISCIINEf ; (7YPILAL) MOREHFAD 5555) ROLL-fORMED, ALUM GLA23% BEAM 3/4• Ain GLASS DIIF (TYPICAL) 31164 AIM OR 3/ 16• TEMP GLASS BEDDING CriMK IJ14D (SCHNEE MOREHEAD SSSS) / VINIL BULB 1/0' AtIN GLASS (INBOARD AND ALUM GLAZING !LEAD -r I OUTUOARD LITES) Ali ERNAITVE PVC 114, CDIITINUOUS ULArrrrG ocw-� METAL SPACEk " 2 GLAZING OPTIONS � �...S��1....._ (SCHN,aaMe:OREI EA U A- - A..(). VERY SE.rT1rIS SSSS) D 14Ax 1rP JAND 9"ORS E a1ARI) GENERAL NOTES: 1) TILL SY5TEM DESCRIOEU HEREIN HAS SEEN DESIGNED AND TESTED [It COMPLIANCE WITH 111E FLORIDA BUILDWIS CODC 200L (111611 VELOCITY HVRRICANL 2ONIE) AND HVHZ TEST PR(31000L TAS 202. 2) A 33-1/3% INCREASE IN AILOWASLlr STRESS HAS BEEII USED IN THE DESIGN OF THIS SYSTEM, 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CAICUUITED FOR USE WITH 11115 SYS11HM SHALL BE DETERMINED BY 0111ERS ON A JOB -SPECIFIC BASIS 114 ACCORDANCE W111-11HE GOVERNING CODE. 4) I4UL7IPLE WINDOW UNITS MUST BE INSTALLED USING HIA141•DADL COUNTY UCCO-APPROVED 5-TRU:'T1111AL MULLIONS (a.g NOA $01-121B.o1 OR t101-018.02). 5) THE WINDOW SYSTEM DETAILED HEREIN IS GENERIC AND DOES HOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM Tail! CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SIFE SPECIFIC DOCUMENTS FOR USE IN CONJUNcriON WITH TIOS DOCUMENT. 61 PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF n18 EXISI ING SIRUCTuRE TO WQ1iSTAND SUPERIMPOSED (GADS. PRUDIK T REV16EU 71 AIL WINDOWS SHALL BE PROTECTED WITH MIAMI•DADE COUNTY APPROVED sucecor oaalil lu wwa IMPACT RF.016iTANT Cf1UTT@ILS FOR ALL INSTA19ATlONS. Or8tt1n4Ceds 8) ALL STE-L IN CONTACT Willi ALLIMIRUM 511ALL tfL rNuICU Ufi PLAIty IN ""'�""""' cis ACCORDANCE wIIH HIC YOQL YLORIDA WILDING CUUt:. aa61as11W D1 a7 0f Albin r rcnls.l »t 1,1.tc Z_w a . a; 0 Ur � 1Z � b.2La -aus tu IT ZZ Irf•1 LL .j 0 Yz i<" U 3Q'K 04-113-0002 00o6oa 0 a O eooea0 e 0 bSooab O 6 aoaos o a 00000 000soo 0 0 e ase000 O O 660006 6 O o' • • i,d 0000 f00000 8 • 0000•.0 6 i •-� a s 060006 • 0 • was* s s• i•ve00 • 0. 0 • • a so •i •s • •a.eoae s a • -si•• a s O••• O O 0 • • 0•io, i •0 s • o 0 •O 0 O OOe O O 0 OOO 00 00 0 9 O 00 00 O O a: O O O 0 O O • O O O 0 000 O O O 0 O 0 • O 0 O O 0 0 O O O O O O O 000 0 0 0 o a 0e Pr iipICQL AEiCHORS. 0 o 0 0 0 0 0 O P& EIIVA1kON5 0 0 0 0 0 Do 0 101) FOR!VACING 0 0 0 0 O e 0 O O O O O O O O 0 O 12 dkQx WOOD IM& o o O O i o o e IN 8U , NO ajt/ii:00 b•_ o e SST Us NlHPD�o B iN S�ST 1/4' 1,%sHio a o T 1N TIIE1b O TIIE e 1 0 0 o AEII GbTR4MPE, O O O TYPICAL ANCHORS; 3116 CA 1/4' TAPCONS W/ 3/16' IIEAD (BY c (LCQ OR ITW) OR, EQUIV CONC ANCHOR •MOLDING CURRENT NOTICE OF ACCEPTANCE. - INTO 21t WOOD BUCKS OR WOW STRUCTURE 11.3/8' MIN POW1RATION INTO WOOD) • . TtoNLI ix WOOD SLICKS INTO MA9oNRY OR DIRECILY INTO MASONRY (1-1/4' MIN 134BED INTO CONCRETE OR MASONRY) SEALANT: — _ ALL FRAME AND VEN T CORNERS, AND READS OF INSTALLATION n SCREWS AT SILL ID BE SFALEO V Willi WHITE/A1.1111 C'OLOALD SEALANT, FIXED14EEnNG RAIL AT ENDS SEALED WTIII GE SIUCONE. MATERIALS LIST ITEM NO. 1 ' PART NUMBER 050.00-367 QUANTITY 1 DESCRIPTION ItEAD MATERIAL 60 415 MANF./SUPUER/REMARKS ALUhtAx 2 OSO•QO-375 1 SILL JAMB _ 6063-TG TIFTON 3 050-00-366 2 I M3-T6 ALIAMX 4 OSI.00.164 1 VENTTOp VENT 80T 0 VENT SIDE ,.606$-i6 TIFTON S _ 6 _ 050.00-492 050.00.160 1 2 60— 53 TG 6063-T6 ALUMAX TIFTON 7 DSO-00.119 J MEETING RAIL 6663-TS TIFTON 9 LD _ 012-00.830 012-02•835 w AS REQD. �AS REQD. FRAME ASSEMtll.Y SCREW 18 X 3/4" SMS f B X 1' &MS VENT ASSE.NBLY SCREYI 11 11 _047-40 112 4 WOOLPILE VENT SIDE AMESBitRY 17 14� 024.00.010 00iTO.016 AS READ. ACRYLIC BASED GWiNG COMPOUND ZAMAK SCHNEE MOKEHEAD SSSS MARBOLLO INTL- 2 SWEEP LACK 0 7' FROM ENDS 15 006-00.004 AS REQD. ROLL FORMED SCREEN FRAM@ - OPTIONAL L6 048-00.002 AS REQO. FIBERGLASS SCREEN ►MiSil LI 045-16.COS AS REQD. SCRISE N 14FSH ROLL VINYL 18 WV•8502 AS REQD. bum WfEATHERSTIUKING� VINYL WISORG 20 D46.16.016 I KAP SUL VINYL - WI80RG � WINDOW COMPONENTS 21 046-16.030 1/ JAMB ILO& AND TACKLE BALANCE _ CLOSED CELL FOAM PAD 22 23 _ 2 AS REQO. - 1'X2"X1/4' AT EACH CORNENI ROLL FOPARD GLAZING DEAD - ALUMINUM 24 04G-16-00y 2 VINYL aul _ VINYL 2S 046-00.300 2 (AZT) PVC GLAZIW DEAD PVC ALIE:RNAIE TO VINYL OuLB 26 050-300 2 ALUM GLAZING BEAD Y t;063•TS o z w os TYPICAL AI4CHORS, 1/4' MAX SHIM ' REP ELEVATIONS I I AWCHOR NOTES:(SQ FOR SPACING.1 i_ NOTCH AT EACH L) ANCHORS SHALL pli INSTALLLD IN l• "" �'. u fiJD OF SCREEN RETAINING LEG i vv► y ` � ACCORDANCE W1711 MAItUfAC I MERS' RECOW4i:N0AT[ONS. .gl I `7 + .. (• 1 I LJ 2) V1D00 MUCKS (NUT BY iti15 MANUFACTURER) SHALL BE g f i LJ r-1 ANCHtWED PROPERLY TO TRANSFER LOADS TO wE t L/8' SRLM Ai - `- EXISTING STRUCTURE•. C EACII CORNER CIF Suialf 10 1/4' MAX S►0M 3) WOOD DUCKS AND/ON MOST STRUCTURE: SIMLL BE 'SGUIHERII FINE:' G-0.55 OR GREATER ' UEgS(TY. •� 41 AEICHORS S1lA - VENT ViID111 D,LO. (VENI ) INTERIOR •,• ,: LI. BE AS 11S1ED, ••,• -.a SPACED AS SIIOWN HEREIN. MINIMUM = • `` - a EDGE: Of STANCE AND EMBEDMENT TO LiA'rE �- GLASS BIFc FJc1t R3GR s _ {{ t1}'PICAL ANCIIO.ia, STRUCTURE EXCLUDES STUCCO, FOAM, _, (TYPICAL) I i • 1 s VR 1• /�� REF f.1FVAllONS BRICK. AND OTHER WALL FIIASHES. �� _ J �D �..; �• WOOD quCK • a a IS I) FOR SPACING 5) AY)tERE EXISTING STRi1CIUR8 IS WOOD - ' FPAMING• EXIGIING CUNDYYIONS MAY 3 SINGLE GLAZED SECTION VAhY. fNLtp Vt:iUrY nv^r MdrCr4C" Ana - --- a.AME WIDM ii It(TO ACEQUAYC Wtldll 141.ANIN4 MEMBERS, 2 6' = I'•0' VERT. ua. z HORIZONTAL SECTION DETAIL 6' - 1'•0' HORIZ SECT 4/4' MAX SK114 TYPICAL ANCHORS, REF ELEVATIONS (SI) FOIL SPACI.`A. a %p -a PNauucT lIEVISED ag4uLmwA1%theElatlda name,Ir...t. ArstMost N• � d� kT pads P�,Juct Coal iAiil.� ' 04-113-0002 .suit? �Ctl.7tiVLIRI' � r 0 0 f $8 f 0@00 f • 4 0 9 900049 0 • 0000 0 0 0 0 • • f 0000 99afro 9 0 • • o 906469 0 0 s 09 ff 00 @ 009900 f • 0 a 0 009049 0e @ 04000 s 0 sees v Sa0as 0 0 :0aa099 GOOD v 0 0 4 900009 00s090 f 0 0 @ 090000 oase 999000 v o 0 v 0�r a se s g f 0 0 s 0 •os• e999e0 n o 0000 O O 000 0 0 O 000 00 00 0 O O 00 00 0 0 O 0 O 0 O O O Oa0 O O O O 0 O 0 0 0 O O 0 O 000 O O 0 O 000 O O O O O 00 - %RCHORS,0 O O 0 0 O O k1fols O O 0 O O 00 �A[!kG • e o 0 0• e o e o 0 0 0 0 xwow BU00 o 0 0 0 0 o Oo 0o* e0 0 0 0 0 0 0 0 0 000 O '0 0 O 00 O tI?l O a 00 tl 0 • 0 0 0 0• o e s o 0 e o •o• 00 TYPICALANCNORS, 1/4' MAX SHIM REF EIBVAIIONS (SO F014 SPACING V4* zs 11E_ OVI ION.V- PVC GLAZING i1EAO CJ1Cl) CUIWEA � •_ ..� 16 j 1/q• M1AX :;lilts Of SCREP.N�• ..._ is • � �TVDIGtL AN['IiOkS. WO00OR 21! ; • REF eLEVAHONS �� ISLI[CA 5PAUlfG UQUdLE GLAM-D SECTION INSULATED GLAZING 3 6� - I.•Q. VERY sEcr ANN L. IFIINAA00. I.C. Peoaastl z <i, F az I 19 gg 1399d VENT W10711 -- O.L•o. (VENT) I/4' MAX SHIM GJ x L7 z Lu K Z 4 0 " {- INIERIOR TYPICAL ANCHORS, .J 3 9 REF ELEVATIONS Z 9 _ I1 11 13 B . • (SI) FOR SPACING Y in Q U � • � all O ire• mill , ze �-- GLASS SITE EnEAIOR " , •' .. .$ a (TIPICAL) O p�cca r N `' •• A u g t7 fix+ ty MAME WIDTH - � d 3I5 DOUBLE GLAZED SECTION INSULATED GLAZING w ►• - L�• J, FRO UCTAEVISRO "cmi uavkhatFINWt 04- M-0002 PACK.-Imt fptRtYxl: -- b.kl1••g Cad. A"v P". aiV O,.j Ell, _ —...► _r 6a8888 O a O ao00a6 s 6 eaooao d 8 sooea e d 00000 000006 a s 0 804086 e o 400006 e a e000 a s ddoe e s O O 8 ss a e o0 q e a eesa aeoeoe 0 e oeoaoa a O 0003 00000o O 0 a oeee 0 00 000000 e o 0 0 0 0 00 00 ea d 000000 0 o a oaoo_ a 0 �0640e e o 0 o a e000 a as e 0 e a ae T o.oeu• —t- 'j'— o ME AD I o.atr 0.062` 0 0 0o0 0 0 O e00 00 00 O O O 00 Go O 0 O 0 O O O O 0 O O 0 O O coo O 0 O O O O O 0 0 m O o a coo D o e o ooe 0 0 0 o o-- 0 WT 0 0 0 o co 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O 0 a0 O O 0 0 0 O 0 0 0 o e 00 0 0 0 0 0 00 00o e o d 00 O O p 00 0a0 00 O O O O O p OQO0 O O 0 O O O 0 00 O O O O O O 00 0 O O O O 0 O O O O 00 0 0 O • a 000 00 n In I ..1 gFRAME .IAMB --1.625' —•- F. 'Y � •O N Q! m a (5)VENT-TOP RAI L ----- VENT (��(M_BALL. f-----1.37r---- j I rU.os?• c� l �I--1- t- *' J 4—fo.ot�- st1�. (2} � SA5M SIDE'RA]L FRAME_ TOP CORNER l �N 61 r �mE. oi-roM CORNEK VENT TOP CORNER VENT BOTTOM CORNER Puuoucrualsul to caYtAlso ltltlf Lu mw& !«a,cvjc ;ap U uiW IP:r d? o+��z C J lu 00§ Z. LFt<2 0 zz Mr. ' r U 0 04-113-0002 Im $ u E n 4 �� fy 3�• 9 9 0 9 p 0 0 9 OQ9�@QO 00 49 @ O Saga � O 88.98 000004 Q 000900 9Q 0 a D 9 9 A 0 9 900090 0 O OQ@$9$ O 9 0 49oesa 9 9 900@9 9 9 909099 9 9 a9@Q94 9 d O 99e*09 0 VILLAGE OF MIAMI SHORES oT -UMDNAMEOWNER BUILDER DISCLOSURE.' STATEENT ' SEP 1. 8 2006 : , a� "fir `'t—�^___ DATE:. BY: CAA -----ADDRESS: N 1i�I / D 1`7 S . Do hereby petition' the Village. of Miami. Shores to act. as my own contractor pursuant to the laws of'the State of Florida, F.S 489.103(7). And Ihave read and understood the following disclosure statement, which entitles'r6d to work as my own contractor; I further understand that I as the owner must appear in person to complete. all applications. State Law requires construction to be done by a licensed contractor. You have applied for a er 't $ eption to the law. The exemption allows you, as the owner of your property, as r ontractor even though you do not have a license. You must supervise the Orcon' ct yo if You may build or improve a one -family or two-family'residence. You may it lm ve a comnierclal'building at a cost of$25,000.00 or less. The building must be r ownus ccupancy. It may not be Built for sale or lease:.[f you sell or lease a w vy t yourself within one year after the.construction is complete, the law will t u for sale or lease, which is a violation of this exemption. You may not hire I n pes a contractor. It is your responsibility to make sure the people employed a iceequired by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work Linder your supervision and must be employed by you, which means.thatyou must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employ",.ah,as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zbning'regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial- • .. :•2"l understand that as an owner -builder I must abide by all zoning ordinances and • • • • • building regulations in effect at the time of permit application ...... . .. .. .. • Initial_ •03,.'.i have an understanding of the 2004 FBC & FRC and understand that this . ... department and its inspectors are there to help enforce and interpret the code. ••• •. • •: • -There is a copy of the code in this office for review. ...... .. . : Initial:DR 4. I•understand that the building official and inspectors afe not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial 5. I understand that as an owner -builder, that any contractor disputes with sub- contractors.gnd myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any teason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial_ V9 Punderstmd that if any person gets injured on m, y construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all docioP and related cost which could include loss of wages duripg recovery from injury. Initial_ ri 8: I. understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on MY -Property with out first.obtaining theproper permits by licensed' contractors. Initial V-3 Was acknowledged before me this Z� day of S56T •720• ••••� „ By ice„ le.i A,h1T j' At MA&( who was personally knowotop tile or Vtm has ...... .. . •••0% . .. Produced there License or R5�4 1RIG D .... �••... 3FF6 as identification. . ...... .... ...... EA. : . .... ...... n� w,......-- EXPIRES, October 20, 2 009 eora,a mw NUe7 PuWK urA.maers . : . . . . . ... PITV SEP 2 6 2006 R".fI Miami Shoref-Ri im •De ; repent Product Approval•ScbeduW J Nmparrison Chart Address Permit No. Opening Description of Window Product Acceptance Product Approval or Dooor Mu r llin N er • . Design Pressure Opening Desi Pressure Rough Opcnh�° yize S er Required Yes / No Mullion Required Impact • : :. Yes No Yes / No . (+) PSF ( / r/ U r/ /( // r/ (/ // a / /r th(1 ndew o' - 5vq, cS 1 (c' D `I r7 U rl x NO �S THIS PROPE: DESCRIBED AS: LOT 3, BLC 206, "DUNNING'S MIAMI SHORES EXTENSION No. "3", ACCORDING TO THE PLAT THEREOF, AS RECORDER IN PLAT BOOK 42, PAGE 33, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CERTIFIED TO: DONALD BAUMAN HOME OWNER TITLE SERVICE, INC. OPTION ONE MORTGAGE, ITS SUCCESSORS AND/OR ASSIGNS OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 1) Nb PLATTED EA56MF-r TiS 01-1 71415 Ld-r 2) Nv V15113L'6 e-IVCRpPcHME-'ri5 T a 1O a E S S y n 11 U. ud e 't N LL C `o m B c I�r f.1 L c I, " it U m" E 2 c'a 0 d c y GN rA � O e E O m U U u u I I C 0 11 6 II 3 11 VU461 J= II u's� / Q/ E a m 1 to C a 2 u O yoVU •tl c N n y J G A LL O a IL NLL.4 PROPERTY ADDRESS: NOT VALID UNLESS SEALED WITH THE EMBOSSED SEAL OF CERTIFYING SURVEYOR. Adminlsvetive 2.s/ FA'�^�a _ /Ulm./ _ /07rH- 5rnee-T E J w ¢ Z M a LLO � w F E U O 9 s k/11 u kiv f itoi -n-( SIjeEG-T M1A1111 540P—E51 FLr02(PA of Alvarez,Aiguesvives and Associates, Inc. crlbed under Professional Land Surveyors la best 8230 Coral Way, Suite B Ire are Sys, Florida 33155 esena by the 1305)385-0385 Office 1611•6 (305) 385.0623 Fax Florlda (305) 951.5470 LB9686' Scale: IN: 2� Job No. C�0- 112Z a.. 00 0 O O O 00 0 0000 0 • 0 o p 000eoo 0 0 oa00 0 0 0 0 0 0 0000 •o•oo• 0 0 0 0 000000 0 0 0 00 00 oe • 000.00 0 0 0 0 0 000000 oa a 00000 0 0 0000 s ooe0a 0 0 0000ee coo* 0 o e 41 000eo• 000poe • s o 0 000000 0000 006000 0 0 0 0 00 O q 00 e O O O O 0 0 0000 0aaoao 0 0 0000 L,` Miami Shores Village `etleRES z- 10050 N.E.2nd Avenue „gym Miami Shores, FL 33138-0000 `��"�` F�ORIDP Phone: (305)795-2204 Project Address 30 NW 107 Street Miami Shores, FL 33150- Owner Information DONALD BAUMANN Permit No. DS-3-07-577 P t Permit Type: Driveways/Sidewalks/Slabs e r m i Work Classification., New Permit Status: APPROVED Issue Date: 3/29/2007 Expiration: 09/25/2007 Parcel Number 1121360070030 Block: Lot: Address 2700 NE 135 Street MIAMI FL 33181-3583 Contractor(s) Phone Cell Phone HOMEOWNER Yes Date Approved: 3/26/2007 : Yes Date Denied: Type of Work: CONCRETE Bond Return : Additional Info: Classification: Residential Fees Due Amount Bond Type - Ovmers Bond $300.00 CCF $0.60 Education Surcharge $0.20 Notary Fee $5.00 Permit Fee $100.00 Scanning Fee $3.00 Technology Fee $2,50 Total: $411.30 Applicant DONALD BAUMANN Phone Cell Valuation: $ 500.00 Total Scl Feet: 256 Available Inspections: Inspection Type: Total I Amt Paid I Amt Due $ 0.00 $ 0.00 $ 0.00 Payment Type: 0 � PAW 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, servants, or employes. 1 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. March 29, 2007 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Thursday, March 29, 2007 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspectronNunbel � . ,., Pei'mtNUrnber. DS-3-07-577' Inspection Date: 04/09/2008 Permit Type: Driveways/Sidewalks/Slabs Inspector: Grande, Claudio Inspection Type: Foundation Owner: BAUMANN, DONALD Job Address: 30 107 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER REPLACE BROKEN CONCRETE ON PATION WITH POURING CONCRETE W FIBER MESH 0 Passed Failed Correction Needed 71 Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid . Work Classification: New Phone Number Parcel Number 1121360070030 Block: Lot: ti I� va Inspector Comments CREATED AS REINSPECTION FOR INSP-44081. PATIO SLAB HAS BEEN POURED WITHOUT A THICKENED EDGE, DIG AROUND PERIMETER AND EXPOSE FOOTING WITH1 #5 AND CALL FOR INSPECTION. 4/3/07 CG. Tuesday, April 8, 2008 Page 2 of 2 V Inspection Worksheet `SµORES 9� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �'tiinioP Phone: (305)795-2204 Fax: (305)756-8972 nsoection Number: INSP-44084 Permit Number: DS-3-07-577 Inspection Date: 04/1012008 Inspector: Grande, Claudio Owner: BAUMANN, DONALD Job Address: 30 107 Street NW Project: Miami Shores, FL 33150- <NONE> Contractor: HOME OWNER Permit Type: Driveways/Sidewalks/Slabs Inspection Type: Final Work Classification: New Block: Building Department comments REPLACE BROKEN CONCRETE ON PATION WITH POURING CONCRETE W FIBER MESH �QV Inspector Comments Passed Failed El Correction ❑ Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Phone Number Parcel Number 1121360070030 Lot: Thursday, April 10, 2008 Page 1 of 2 Invoice Bill To DONALD BAUMANN 2700 135 Street NE 45 MIAMI, FL 33181-3583 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone:(305)795-2204 Fax:(305)756-8972 Invoice Number: DS4-08-31518 Invoice Date: April 08, 2008 Permit Number: DS-3-07-577 Permit Type: Driveways/SldewalksfSlabs (' Work Classification: Date Fee Name 04/08/2008 Expired Permit Renewal Fee Fee Calculated Fee Amount $75.00 Total Fees Due: $75.00 Payments Date Pay Type Check Number Amount Paid Change 04/08/2008 Check 2601 $75.00 $0.00 Total Paid: $75.00 PAM Total Due: $0.00 Tuesday, April 8, 2008 `SNONES LQ Inspection Worksheet Miami Shores Village LF�'TEs 10050 N.E. 2nd Avenue Miami Shores, FL N50 <oxtDP Phone:(305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-44081 Permit Number: DS-3-07-577 Inspection Date: 04/03/2007 Inspector: Grande, Claudio Owner: BAUMANN,DONALD Job Address: 30 107 Street NW Miami Shores, FL 33150- Project: <NONE> Contractor: HOME OWNER Comments REPLACE BROKEN CONCRETE ON PATION WITH POURING CONCRETE W FIBER MESH Permit Type: Driveways/Sidewalks/Slabs W." Inspection Type: Foundation Work Classification: New Phone Number Parcel Number 1121360070030 Lot: APR 0 4 2007 Inspector Comments Passed PATIO SLAB HAS BEEN POURED WITHOUT A THICKENED EDGE, DIG AROUND PERIMETER AND EXPOSE FOOTING WITH 1 #5 AND CALL FOR INSPECTION. 4/3/07 CG. Failed /�JI Correction ❑ Needed Re -Inspection ❑ Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. Tuesday, April 3, 2007 Pagel of 2 Miami Shores Village ��3L7L „. MAR 2 3 2007 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Bi: - _________ Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING oid.A� Permit No. V5 PERMIT APPLICATION OOV- Master Permit No. FBC 2004 Permit Type (circle) Building Electrical Plumbing Mechanical) p Roofing r Owner's Name (Fee Simple Titleholder) c�bV1 W J MG V1 Vl Phone # Owner's Address 50 N CityM iu-,�; �yhi�S State Tenant/Lessee Name Zip Job Address (where the work is being done) 3 50 /fit W ! 0 / City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I I 'D, I — -3 Is Building Historically Designated YES NOS Contractor's Company Name Contractor's Address City State Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 0-b Type of Work: ❑Addition ❑Alteration Describe Work: Submittal Fee $ Permit Fee Phone # Certificate of Competency Square / Linear Footage Of Work: /(0 )& a -'l? [-]New Notary $ 6— Training/Education Fee $ .% 0 Scanning $ 15' Radon $ DPBR Bond $4co Code Enforcement $ Structural Review. $ Repair/Replace ❑ Demolition CCF $ - t00 CO/CC Technology Fee $ Z. o Zoning $ Double Fee $ Total Fee Now Due $ l See Reverse side -+ 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 goad 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 fist 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. Signamre_j � � Signature Owner or Agent Contractor The foregoing • instrument was acknowledged before me this Z-2) day of llAf(y1 2001 by l W74 ikaqw , who is .personally known to me or who has produced • %W15 ut • As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) The foregoing instrument was acknowledged before me this day of 20 _, by who is personally known to me or who has produced_ identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 F<ORIt1P Phone. (305)795-2204 Fax: (305)756 8972 Permit NO.DS-3-07-577 Permit Type.. Driveways/Sidewalks/Slabs Work Classification: New Issue Date: Not Issued 1 /1 /2999 Expires: Folio Number:1121360070030 Owner's Name: DONALD BAUMANN Owner's Phone: Job Address: 30 107 Street NW Total Square Feet: 256 j Miami Shores, FL 33150- Total Job Valuation: $ 500.00 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/26/2007 : Yes Comments: VILLAGE OF MIAMI SHORES 007 OWNER BUILDER DISCLOSURE STATEMENT NAME: �rrtc.y1v, DATE: QZ ;� 342007 ADDRESS: 3O A W /O r7 5 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 hold title to the above property and I am planning on doing this construction Initial 2. I understand that as an owner -builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application InitialDF? 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial V3 7 5. I understand that as an owner -builder, that any contractor disputes with sub- __ contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7;T� 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial VB 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial 7).3 Was acknowledged before me this l� day of �Ar , 20 B �� p� who was personally known to me or who has Y P Y Produced there License or �1. --Dowl L is _ as identification. yam\ �TOWNER tom"'""�•"gMOKA LISSETH DIAZ MY COMMISSION # DD 483995 EXPIRES: October 20,2W9 j k Elmded ihru NOW Public Underwriters NOTES THIS PROPE DESCRIBI;p AS°:'LO'r %, •b1• 206, "DUNNING' S h m e MIAMI SHORES EXTENSION Nd. :'3:'•; M&R191013 TO THE PLAT g THEREOF, AS RECORDER SN I:LAb LOOK A, —PAGE 33, OF THE € 0 z PUBLIC RECORDS OF DADE COUNTY, FLORIDA. o N N c E o • ••� • m •� „�� g CERTIFIED T0: � •• d Z d 3 i 2 A DONALD BAUMAN •� Z A« S o HOME OWNER TITLE SERVICE, INC. E y v o ¢ c ll 3 OPTION ONE MORTGAGE, ITS SUCCESSORS AND/OR ASSIGNS = w ,0 uj E3 " C NATIONAL XTTL9 XNS11RAVdE••COMPANY Zw�0?c TLI 0N "AS6ME�5 OW THIS LoT E c w^ � VI Ggp icH ME^JT'S � c m do „> L d � ��ASphalt av ement 15klleY Trot_ 0 E f m � ; L F m N m e o7✓. J 1 w I m b c O `m 2' U.� ov m m it Y @� Sty U nu1Ud II ui � n ci V�r •- t� t11 0.?01 o J Z' t Cl-�o¢'�`t V /,�, 21/ Yl, '' iu ` ' W O O NIF T _ �r,� J MAR 2 3 2007 1154 A� o ° m u 3 �� p r LL Cc j5 s o s3�`= o N IIU /tll L� ;1.• V j Z s WIAL - fl W W CWi PI o.60'� &P-A q,3o p - �- 14. S' 40. o I' a 1154 N E q U. Q y N I p A5- N a 3 3 m ;m= R�t T �' #• Resy�rnce� o N t� o J J c d IYI� 8 m Z is i Shores Villag � w -�pQ q •o yo a my i BY \. D ehG .x. tam ryl d 0 = dn:4r �7Iz��' puuier�' a BLDG DEFT 22�5 zt 0 E o m SUBJEL"T0 OMPLIANC TH A EDERAIn v 3 At! C UNTY RULES AND RLL .GULATIOt� a mel STATE s t o " qE/G+/zd I r N d O y r N F/P%1J/ I �• � � � � ' d ¢ o CN�oIoJ C7oG �,UOio) � ^1 ' �Pky Q m x -6 fir '( �(/aia) ' C N 5 U U Q Ll 11 U W W O ` E / O r • Jr' �GO/iG Y7CXiCJ i. Q< ..!J.. .L�YI C 1 We f N m a NG V C /,I \1`V\t (� I Lp 3 Z ncy n.,w o2iu a= ° d U. « y a. 2 v m ii G c o � y m 2 6 I' / Gyy��p 1C /K/ /0 71?� G/1x L'T o CWC.. - - IW` nl W .q LL PROPERTY ADDRESS: �;o KI VU 101 T7-( SreE L T M IA r,t i 5"12—E5 FL0eI (DA NOT VALID CERTIFICATE BOUNDARY SURVEY Alvarez, Aiguesvives and Associates, Inc UNLESS SEALED I hereby certify that this sketch of survey of the hereon described property is a true and correct representation of a survey made under professional Land Surveyors Y WITH THE my direction and that said survey is accurate and correct to the best 8230 Coral Way, Suite B EMBOSSED SEAL of my knowledge and belief, and unless otherwise shown, there are no visible encroachments. I further cart thatthe survey represent- Miam1, Florida 33155 (305)385-0385 Office, edhareonmeetatheMlnlmumTachnic dards as as th bytha OF Florida Board of Professional Len yors in Ch or 61617.6 (305) 385-0623 Fax ' CERTIFYING Florida Administrative Code, pursue to Sectio 8.027 Florida Statutes. -' (305) SSI.5470 LBH6867 SURVEYOR " not.. 03.00o-2000 FL Reg.No::�7 Kemp AI ESVIVEt Scale: lu Job No. - �l CO-3-12•Z