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WS-10-353 3 t dY��t 3 ` -3 aryd'^wi X33'✓ .✓ .... �R c Miami Shores Village VM Y 10050 N.E. 2nd Avenue Bi Miami Shores, FL 33138-0000 7 2 „ � Phone: (305)795 -2204 �,. "'�' Ex piration• 10/0412010 Project Address Parcel Number Applicant 186 109 Street 1121360100240 Miami Shores, FL 33138 -4317 Block: Lot DIANA NICHAR Owner Information Address Phone Cell DIANA NICHAR 186 109 Street (305)751 -7778 (305)803 -2885 MIAMI SHORES FL 33168 -4317 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNER . ,,..,..._ Total Sq Feet: 0 ” Type of Work: HOME OWNER Available Inspections: No of Openings: 2 In Typ Additional Info: BUILDING Window Door Attachment Classification: Residential Final Shutters Final Shutter Attachment Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 Invoice # WS -3 -10 -37219 Education Surcharge $0.20 Permit Fee 04/07 /2010 Credit Card $ 80.60 $ 50.00 $120.00 Scanning Fee $9,00 03/08/2010 Credit Card $ 50.00 $ 0.00 Technology Fee $0.80 Total: $130.60 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. April 07, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 07, 2010 1 \� Miami Shores Village �0 ` 0 ` Building Department fy 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR 0 8 2010 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BY. � --- - --- -- BUILDMG Permit No. PERMIT APPLICATION Master Permit No. FBC '20 Permit Type: BUILDING ROOFING_ { - - Owner's Name (Fee Simple Titleholder) 1 /J �'! �d C��G Phone # SOS 75 7 Owner's Address AN) s ? City M`�U4o C" ��Q) State ( Zip 3.7 M Tenani/Lessee Name Phone # Email Job Address (where the work is being done) I va / City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name 0 W ` N D-< Phone # Contractor's Address City State Zip Qualifier Name -- Phone State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ f 000 Square / Linear Footage Of Work: Type of Work: OAdd []Alteration ONew Repair/Replace [] Demolition Describe Work: e �t �' �. << i f �IQf�I 51 Q �� Alkl •#cAe • ° 4" C m o e ? 'Submittal Fee $ 125 . Permit Fee $ / � CCF $ CO /CC $ Notary $ Training/Education Fee $ 0-20 Technology Fee $ n o o Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ t1r^ __0 ( )-� 00 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 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 wil of e a ed and a reinspection fee will be charged. Signatur Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day o 20 L, by ArN(A- N CH Art day of , 20 _, by , who is personally known to me or who has produced I who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: �tuuuu► /, NOTARY PUBLIC: Sign: Sign: Print: - °' `� °\ �� = Print: My Commission Expires: �� p J '•.`� ,��,ti � �\ My Commission Expires: s / /, / / /11 1111 1N �Irs 89r3rdi3rdrde9r3e4e�dr�e�, R& 4rak4retroY / 9nY9e � te3e3e�Y�inF3e3e�YsF�Y k�e3rar�4e3c�h3r3r3e3c�' e: �e9r4cdi3r• ir�1rt�Y3c�r9i�lr�irFc4e9e9r�edrde�i-. tr3rde�i4rsY�de4e�ir9t�Y3e& 9e9ntr4rdi�r�9cdr9i�e�Sr�k &:Y9esQFr3r�FaYsYs*rtY APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who Is riot licensed must work under my direct supervision and must be employed by me, which' means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers corn sation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial - 9. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations'es an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or htto:/ haww. myfloridalicense .com/dborlaro/alblindex.html 1 "I 11. 1 am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. e Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court It is also important for you to understand that if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit, A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 20 By D) A vq i L !:::Lla2 was personally known to me or who has ProtducedAb,eLe License or as identification. OWNER C ;W o � ARY Ce ScT Miami Shores Village . ... �, Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: L'c.(gyp, G Prf DATE: - f� 2 ADDRESS: 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 fora permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease, if you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which Is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initi 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is MpQnsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial - ,Z�aN 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and havi1`19 the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice on permits and contracts. Initi 4. 1 understand that I may build or improve a one family or two- famiiy residence or a farm outbuilding. I may also build or improve a commercial building if the casts do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or sWrAwfially improved it for sale or lease, which violates the exemption. Initial 5. 1 understand that as the owner- builder, I must provide direct, onske supervision of the construction. "I 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by I . nd by county or municipal ordinance. Initial • r o u z - r.4 k'7 k x f A�w vwz"/. kez A- AGE';: �► • �`= ,� �' � ,�✓l f',� -� .�Z'°�: � _ ®,e� c�.�: � �► X' f S�'� �c t X �' X J�� Xl= � E�.4• . �'. t3 �� • GPI :. �° � l �" f _. j � P ( _ 46•� x.93 f �!8� = , /.;�,. 5,�� :��l�J'► �•tS�: °�5'6, l,d.s, C , �_ 3 � .f CA CU Cl:t.![•I.IANCE WITH ALL FEDERAL AND PECULATION'S i �dupola��c✓�d % �• l3�rQr "-�� O,AI7`• DOOR T A art .._!.._._. , I AI Gs' ...S i - _ MIAM-DADE COUNTY, FLORIDA MIAMI-M METR -DADE FI A.GLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 BUILDING CODE COMPLIANCE OFFICE (BCCO) MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidadeaoy/buildingcode Jeld -Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 (AM. 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. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" WIE Outswing Opaque Steel Doors- L.M.I. -w/wo Sidelites-N.I. APPROVAL DOCUMENT: Drawing No S -2104; titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9' -0"x 6' -8" with and without Non - Impact Sidelites", sheets 1 through 8 of 8, dated 09/11/200.1 with revision D dated 0711 In=, prepared by PTC, LLC, dated 07 119/2007, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missile Impact Resistant/ Non - Impact Resistant LIMITATION: Miami Dade County Approved Impact Resistant Shutters are required for Double Doors and for Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION A co y of this entire NOA shall be provided to the user by the manufacturer or its distributors anti iha)� to ;t JQtbt, fir inspection at the job site at the request of the Building Official. This NOAlrevfts pl *imeW:40A .# 02- 1211.18 and consists of this page 1 and evidence page E-1, as well as apprdW d8£dmefl£mebtiohed above. Thc documentation was reviewed by Jaime D. Gascon, P.E. NOA No. 07-0731.04 � *� Expiration Date: August 15, 2012 vx=iff ".' :.. "." Approval Date: December 20, 2007 Page 1 . . . . . . . . . . Jeld -Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09111/2001 with revision D dated 07/11/2007, prepared by PTC, LLC, dated 07/19/2007, signed and sealed by Eric S. Nielsen, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04 /1112002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 3. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11 /11 /2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) G. OTHER 1. Notice of Acceptance No. 02- 1211.18, issued to Jeld Wen, Inc. (OR) for their Series " Outswing Opaque Wood Edge Steel Door Up to 107 "x 6' -8" Units ", approved on .. • W130A2003 axdpx#ing on 08/15/2007. . ... . ..... . • V Jaime D. Gascon, P.E. Cb14 Product Control Division NOA No. 07- 0731.04 • 0:0 Expiration Date: August 15, 2012 • Approval Date: December 20, 2007 . . . . . . . . . . . • • •• • E -1 ••• • • • • ••• • • 1. 1MS PRODUCT IS OED TO COMPLY M/M 1NE 204 naW MM AI• faGH YEIOCRY ►gARRW 2. wood' er tmMx3 01IBt+Et A4Qaf1E0 PRDPQRx m MOM LOAV4jPM SRM MW. • • • • 3 PROW ANCHM SNM.L ME AS USiff AND SPACED PER M1OW LXAMN mamomw ElmE0aERT"psE UVERAL SIM 8E OE'TONO WALL 4. SEE 4 1 OR " SF&tQ %ft PEE M MOS. 3 1118 BROOpti1 wm ME "m mmltEt m FOR wir ZONES. SEE 1N! am ATOM am am m. a Sft= AEn1A1tE WMlr WrAPVM NIP" WWANT 7. am APPRO o IAAO REAM WJTFM ARE JON O FO w ANA t 1Ot CWXM?MK 8117 NOT ON Ox, x a SMIFES ARE AN MW AND CAN BE USED M A WME OR OMME CONITIMM J .. -1 pa* - AROO w ASM M WIM QWW rMkmxn YMfa PIL C maw poyxlyr•ao xtp4 1.0 b fas bald dawfga by JEtD -MEK MR , the 000 aid kvhw pawN am m*uabd tram 240A W W #*wind abaL IN t•aa dwd topx aid boNarw M bod or a•r ON top OW Lwdom rok TM tap Lit rd maaww 1.87' rddo x 1.042' hVL ft xbd bO" (d 18 ml tamed 0AP1• pdwnt"d me }anwd onto 1 M L � a d ftnndaroa pN I np as rhidr� mono• 1.87 x 14 71w mww aMb AN mod •Rh pavoo"n• TM tma 4haab Om glu.d b Me P*IVan. Feed L8. Oeea.: Tb ooh is m*Lvbd from 241K (0.020' R6J a g�a a lranbad a glwbRiNiMft1�m torr"AwathiOOLUpLb Frame or On ap8ad TiAdg L1pM Fianna (Sea shoat 7 /ar BbNq ar Th• Ito fame = aaMd w QSD ou our oompoad m tlw 7hx hwm m aoaYaabd "" PaxNro•s Pin Jome. nwo•xAnp 123' nhfo x 4.3828' dare. The door ad aMama had pm6a 4m nwr8nd and km pkw to 8ro A* Amb• ad a wbw NMr (3? isa 2' x 7/1, anon dw 4A�N/ 1% orb m • I I wo rm Danko m 1 m#=Njq 4441 dwp x 1.0' Mph. TM tlx•NroM b atiniml to W . MAX OA PANEL MEIL1rr 81.23' MAX OA FAM mw ACM I 488!7 Pd -70 Fd FRAME WOO A73' 38' AN OA 487 pl -37 Pa FWEL MM r aA PAANE. CD 102 HEW alas' MAX OA Ilm L ai 4wff 1+AFE1. NflDl1► 81.28' MAIL %OA (%4 RV ACM I 488!7 Pd -70 Fd so . tax. 487 pl -37 Pa 0# --OHw PAANE. HEW alas' AOX OA Ilm 4wff ® 0.73' J a82, J `•' morc nrrcrallx3 IIOACT uNff W 107" MAX OA MME S M — 1YP. 3b.Q2S Atael ' WX OA em TV. P mm Jr MAIL OA WIASMG�II. �Wa wIDRt ® ®® ACTME 110• MAX OA PANEL 1tf8G1R • x1.23• tar • FWAE NEW UF a B i g 0.73 J 0.110 - am FINUM 411140 -110" NOR aM411Mg011 muss 1R N AM Wo W"m 488!7 Pd -70 Fd mm °014EWe 487 pl -37 Pa 0# --OHw 8" MV. OA aLa WIN 0.7,123' MIL OA H EIM far MAC " SIOM FRA IE MM 14' MAX OA FAIR mm Ir MAX OA xm Mftm 83123 MAX CA Ow Mw 5 -2104 �� • i = 9IL - 7�� +• O `• �� I(I ��'l:� " r... 7�._IIr�. a�?i ' AIL�Ti..1 'I-�:�� P.. • � _ —I�._ �� ,�;.3jL11�:�L'��i"T�'u 71 ?? i.ua:f Al ;nS: 7E3i ►2ii •TRI ►.3C"`,1��'i;.t3,,... C?7^� ES�C��'i �.1 '�' _ � L11�C� :1�7LY'n � 7i:7�:� :►I:� 7, ?a . • • . • E�� E1LYi�n.IL? - ��i :y 3'i1t�7 • ..� TMi _ _ 5 t ll �i3ii1� 3 � #� 7,a'�# • �J �17 � i ►u3,t;...�i"�I E�:7_�fL�'T:1:i•, l��C'R':'� /J-- �Z377' .i'. 1J:i•�� 1�� • G : ?-SM 9i t�fL3 r, a a a a 7aajw.lmmfi Ar, :': Kmui UR • �Z iZ'��lJ�l:��`..i�' �=FrTi�= mn m-- • �� Ili' l.i �.•A; "i �� 3 „� � �� O ..�:.� ® • �n(�: ��11. ��T1 '!1��h�3:�t��ii�a�,?.!i�i3il� 71 ?? E� f - - E, 'i'� e�` .gin • . f'� . � �C tom• • PANG Tw- O Id • w • w••ww• '•si'rw j ,�• •b 4i , SEE OETAM. 5 SEE DETAIL 5 • AMISDf1R1' • ON SPIFFY 3 ON SHEET 5 • BY OTHERS 0.T5' AWL • O.ZS' AWL I T SFgAI Id0' AIZ� X 50• Aft DA IM am. ON SHT. 4 ASM AI. THROW BOLTS (2) TOTAL: (1 ECK) 1 1 1 7 7 T 1 2 4 34 a31' 114 x 9.0' LC AT TOP & BOTTOM � i 1- I INdCM D(TEROR SEE NOTE i SH6 4 EXTERIOR ecmu u Mow SHOW 1.75' AN11 NOtEt flEl�l 24 NOT SHOWN T}MS f' PANG TW \ \ , NEW FOR CARRY 1 OMC 9 -11-01 SEE SEE NOTE 4 11 ON T1M5 10 T 1 PnFar•d By lCli>a NTS ON SHE 4 4 m on ,AW SHEET w . L:n� ` we m S SWELL H 1 0 WNW 'pees ►. c w. MA3 ORWM ••., � FiC, LlC S-2104 � Surw ca Fhm 321- M80 -17EM osrr.r w ssrrs.sw eo ss F. 321- MMM -IM �L a� ...... ...... . . . . ...., . WFERIOR • • SEE .. • • r 10 ( \\ SEE NOTE 2 NOT ..... ... 8 /rr \ \\ SEE NOTE 5 1 i i 1 i /r \ \� SE 3 4 • SH �j 10 sF /,% \� o sHr. 4 ONSM4 ON SHi 4 SE AIL S O SHEET 5 0.75' 0.73' SEE GLAZING 4 3 TANS, SHEET 7 °' NOTE i. SIFACM FOR M31126 INE /10 x 1' PFN SCRENS ATfA W YNE f it ASTPOVA� 1O THE q#XM DOOR 1S S 19 4 3 ON SHE 4 AS FOLLONS: FMM THE TOP DOM k THE 9OTi id UP 1.0', 2.5 , 4.0 1, 5.5 , 130 , 1a0' & 26.r. By ONE 2. SPAM FOR REM 1 23 INE IS x 1 112' RA SCREW M AS MUM SEE GLAZMO TOP &Balm HDrarrM±ru i r. S rtE wtl�t 30' M FROM EACH CORNER 3 3 4 DETAIM SHEET 7 ON RE aneo. 4ERtv'y FOR THE c_w?nE PANE1a 30' 137: 2l0 39.0" 32.0' & "0'. 3 SPACMO FOR REM 131 THE 1907 x 3/4' BRAD 11�I WA AIT ONG THE QILARTFR ROUND TO THE SID= AND REM It THE IBDA. X 1' BRAD TRNF WL ATTACF9�MC TW M1R M CAP TO V E MIRLi W BAR MMC 4UX. M AS Q 125' um MUM : TOP k 80TTOM HORF OMMY TFOR THE_,�/,�' LRM M Mal 1.25' M FROM MH CORNER ' MIN � \ GLASS 7110 EXTERIOR (1) NAL MID -SPAN, ON 1HE SIDES VT7tT1fi11.Y (_&ROTM 318 MM ROM k M LUQH GP). 1.23' FROM EACH END k SIX MORE �L , EMY PACED ON THE 4. WNW AATiI1C M THE STRILE RATE TO THE JAL1) AND 90 USE REM /25, A /8 x 2 1 /2' PFH WOOD SCREW 4. •,' .: \ ° r; INTERIOR WHEN ATMOM THE STRFFfE PLATE TO INE ,NMB AND SWM dAW AT THE MGUJOM USE NEW /24 A /I8 x 2' id PFH WOW SCREW. 5. SPACMG FOR REM /25 THE JS x 2 112' PFH WOOD SCREWS ATTACI M0 ME JAMBS TOGETHER AT THE VUUJON LS AS FOLLOWS: a0' FROM EACH VERTR,AT. CORNER W N (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, r SEE NOTE 2 a THE ME PANE. 5 SECURED M►0 THE SIDELAE JAMB W/ OEM / 29 SMOK CAULK 019 7T1REE AND ��r�. �R .' DN SNT 4 3/8' QLNRTER Rot= SECURED WON OEM 13 1 MAD 7M# NAILS x 3/4' LONG � �� R 7. WMN AMO MO THE HOW TO THE 00 AND BLFCK USE OEM /27, A 110 x 2' PFH SGP . whT:Fi AMONG •: �� SEE NOTE 8 THE FW4;E iO THE MW AND SiDQlIE ,NMB AT 1NE MUWON USE OFM 114, A /tO x 13/4' PFH WOOD SCREW. '� • ' ON SHT. 4 a SPACM6 FOR OEM 149 THE /e x 1 1/2' FA*M SCREW (iPoMTY UTEFRAME) M AS FOLLONS: :: SEE OLTAL 5 �a Or. W" MUM WEFRAME FROM ME TOP WMF y1?RTIrAU 325', MOO ; 32J3125 ; 47.5825' k 82825' . ' . ON SHEET 5 ARE LaFMW TOP k MM FE W THE LE ONE (1) SCREW AT 4.4373 • " ' 9. ALTERNATE E/MASONRY MSTAUATiOM ANCHORS OF WMAtENT PLRFORMWCE CHARACTF.RISM GIN BE 0.25' MAX S. SAUM USED WON AMWA OF THE AROFIIECT OR UV W OF RECORD FOR RE PROdEU OF 8a7AUA7TON. ao a �� (� �_ to. USE ITEM 151 *0 MSTNIMG INTO WOOD SUBSTRATE AT WAD k 4WK USE REM 125 WNEN MSTAL.MG MTO 1.50' MM. r' t � •�ux P� L.0 ��S -2104 WLAJJONS. USE OEM 118 WHEN MSTALJNG MM CdKVE%iOSOFMY SUBSTRATE Oman an am DAM ts rrro, MOM 321 -0- 1. FM *owl"* w .w.r�w. •e. mm Fee 321 -00 -1789 Z a • • • ss.••s • • •.s• • ws I;p .{ 1 1 f I I I L . 8 l TYP. 8 T1P. I 1 1 1 111 1 7.375' • • ••• 1• 5 • J1' S e 4 . • .... SPACES • SPACES • s • 0 13.85 SEE DETAIL 8 , �. ills **0 i SEE DETAIL 5 8115. ON TIN SHl 88125P • O • — ON TFNLS SN1. — WX. YAX OA 1 OA , 1 PRAMS 1570• MEIGIN 5.501 1 — HOW I- - 38.825" 18 M. } ___ "'TTTYYYPPP — 1 1 1 1-i I`3" "P. vt TYP. SEE HOTS 5 ON SHEET 4 3' T1P. 7" TW. SEE OETAIL. 3 ON Me SHT. SAWIE DQQR MI1H aMmc ANCIM 1M.T►OAIS mm am L00AZIM �MIYED PRO 5 10 14 SEE NOTE ' 75,#ET4 \ / 4 / �/ \ / 1 6 \ 5.50' I 1 4 5.70" I 1 G 14 1 8 1 L 4 SHEET 4 DETAIL 2 - 0 WAD JAMB 0ETA9 3 - 0 11N LD � �5 DETAIL ¢ ASM" SIM RATE ASfl1A6Al SM PLATE hVW TO ,IAW tt DOOR ST1 a PATES TD AST)T" SANE PLATES TO dAW SEE DETAIL 4 m ON To Stn. 3f' 3t' L Y .15" Ink C -SINK. I 18 51 SEE NOTE 10 \ aN.M4 — COUNTERSMY! � TKNN ANCHORS PM LLC Mww. 321 -680 -1788 �idg S-2104 5 or •�•••• • •• •s •• ` ONSHfETB r • • • • • • • • • e 4 •ra� 1 &41" TYP SEE DETAIL 4 J" TTP 9' TYP. r:�VO ' TTP. O N SHEET 3 T pp 1 V" J" iYP. 3' iYP. L I 1 �- — ON SEE DErAll. SPIFFY 3 • • • • : B" IYP. • • 1 I I ! I I I 1 ! I 1 1 _ 7,375' 8' 7YP. 8' TtP T 7.375' e • s •• lYP T1P• TYP SEE k O 85" 0 13 FMK aso HEPIT do ON SHEET 4 31" .88 — 31" xD1 8123" SEE DETAIL 3 81.25' SEE DETAIL 8 12 ON SHEET 8 IWf ON SHEET 5 Z OA R I Jt' J1' II 38.828' TTP 3&828" 16 Ml 1YR Lr 1 1 1 1 1 1 1 8 3" J" TMP.-�I Fes- J r . r T1?. 1YP.' SEE DETAIL 3 SINIU DOOR MMIN SIDE M AMC" LOGTtOfJs ON SHEET 3 vim mm Nov= Douw MEM1 D % BriEAtOR e atle 9 -11 -01 Piapmad sum. N LS, owa en JN{I cox. ro S. S*ML niwa r. c ft 41M mu" rim � lift Pha1 f t7Ae 5-2104 nra awry .� •r.ednw ao. aw Fax: J21- NO -i7m9 sat a �, ••••• • • • • ( I M4S • --I F� WE SEE NOTE 2 ON SNT. 4 GAZING OETAN f OOL LIIE FRAME ME PANE TEMPERED GLASS SPARIM POLYCOM PP5530 GLA 013 EXTERIOR 0.125' TEMP. CUSS 1.0 0.75' Apt SPACE OIASS 1HK 0.125" TEMP. WMICEPT GLASS INTERIOR 0.50' STEEL SPACER t� j 4 SEME NOTE 8 N SNL 4 I�� OETAfL J TRpOTY LiTE FRAME 1" INSULATED TEMPERED SS LUPOY ELI-3007 0 d EXTERIOR 0.50' ION. 0.125' TEMP. 0.250' Apt GLASS TNK. CIS SPACE 33 E -- 0.50 • GUSS I INTERIOR GLASS NTO M fiff Sim 4 SEE NOTE 8 ON SNT. 4 1RMI1T' LUTE FRAME 112" MAAIEO TDIP RED CUSS LUPOY EU -5007 we � ff "M3 Phone 321 -MO -170 • • 11�t�RIOR • • • • • • ( I M4S • --I F� WE SEE NOTE 2 ON SNT. 4 GAZING OETAN f OOL LIIE FRAME ME PANE TEMPERED GLASS SPARIM POLYCOM PP5530 GLA 013 EXTERIOR 0.125' TEMP. CUSS 1.0 0.75' Apt SPACE OIASS 1HK 0.125" TEMP. WMICEPT GLASS INTERIOR 0.50' STEEL SPACER t� j 4 SEME NOTE 8 N SNL 4 I�� OETAfL J TRpOTY LiTE FRAME 1" INSULATED TEMPERED SS LUPOY ELI-3007 0 d EXTERIOR 0.50' ION. 0.125' TEMP. 0.250' Apt GLASS TNK. CIS SPACE 33 E -- 0.50 • GUSS I INTERIOR GLASS NTO M fiff Sim 4 SEE NOTE 8 ON SNT. 4 1RMI1T' LUTE FRAME 112" MAAIEO TDIP RED CUSS LUPOY EU -5007 we � ff "M3 Phone 321 -MO -170 1111 1111.. 1111 .. 1111.. 1111.. L\ • 021 RTl1 ly JI IINY\ WII \IW fW \YY \V.I\ \ I A \ LK • ... • U 1+x1 SP 7 . • • • `/ PK IIY1M \J R 4 44 PONDER091 P✓HE • • • • . ��IR TNY 0110 • •• 0100.• • • 0100 d 0010 0110 • 0 000• • 0 010. • --{ (- 0.513 �1.013 0000• 11I II • • 0010.• 1.845 • 0.33 ; :. :: yr.•. >`•t „ ?j: jE •• • . • . • • • • • • . • • • ''-�--'� • N:! +iii ::::r ti %: • " .*0. a � 3- 5 T{{ " 1.34" 1.54` 159` 01010 • • I M • • • . • • 0.37" (— 0.14 �- 1.75 1-- 1.75• --� 1.73" IIF ----- 252` F^- 2.52• 282" t' Sp8E0fL 0-L ON ODs 850 4x POLYPROP. 47 " POLYP w 3 8 rr f 125` 0.87• ® �• 0.48' 058" 0.373 F� Al --{ x82" Q � p (2) 1.75" .x0" 1. " 0 Z14'1. � PW 2.040" O O Dit ASTRAGAL HAS TWO x3125 2 • O 01 x0'L W 9°LT, Q O - 1 1.373• I ON 1.02' F� 1.39`- 0 ® °.097` -4— 1- 4.00°` a�TC O OM LATCH 0eA0 � H2yf:E O 6083 -� AL Al 41 (IPEr ASMWA K 0.125" SMff STEEL) STEa Off- � PLA TE OPk1E 191.2x• LPNG) O4" x 4" x x087' THK STEEL 11.875• � 1.71 U S ED �--- -- 4441 — V MHMQ --1 1 ` STANYM BIBIP • /.�� O E%TA= ALIABNIAM P� ^ 4.00" �// j w1rN NM xrsaar m oao 9 -11-01 � rRw tm jwj Ile ^ � �jy � � � � .n S cxx. S. AF M i1a'W �i, DROM has 25 15 FWM P JO PONDEROSA OLE iax CaynM 7•wt xar D M LL C 5 - 214 mom wree.r•�r.l�n a l — O W �0 —t7a� tHQ*.,�D►_�._ I I May.,:;.. )UU9 A:UrM 1TV, JJJV F r M IAM M1AM[ DAbE ec►u? nx A MEMO -DAVE FLAGLXR BUU.DjNG BCJILDING CODZ COMP.1hNCE ()MCE (BCCO) 140 WEST FLAGLZR SS' T, SUITE 1+6m PRODUCT CONTROL DIVXSION MIAMI, FLORIAA 33130 -1563 (305) 375 -2941 FAX (w) r2 - 6339 - NOTICE OF ACCEPTANCE (NOA) www.mWimidade sM& t�iRtWIR ECO'Wmdow Systems, I,LC 745 West 18T` Street Hialeah, FL 33010 SCOPE: This NOA i& being issued under the; applicable rules and regulations governing the use of construc4ioia materials. The docua=tafion submittted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals ($(BRA} to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A:H3). This NOA: shalt not be valid after the eXpiration date stated below. The Miami Dade County Prodpct Control Division (In Miami bade County) and/or the (in areas other than Miami Dade County) reserve the light to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the mauufaeturer will imcur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product on mater at within their jurisdiction. BORA reserves the rigs to revoke this acpeptance, if it-is determined by Miami -Dade County Product Control Division tbai this product or material fails to meet the requirements of the applicable building code_ Thas product is approved as described herein and has been designed to comply with the Flonda Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: " Eco -Guard Series-200 " AluEm nom Horizontal Roil ug Window — L-M-L APPROVAL DOC +' I : Drawing No. W{}9 -12, titled "Eco-Guard Senes-200 Alin rHW z� RO.Uing Window (LaM.L) ", sheets 1 through 7 of 7, dated 0212412009, lass revision #A (Wed 04117/2009 prepared byAl- Farooq Corp., signed & sealed by Arshad Vigar, PJ1, berg the Miami County Prot Control Approval stamp with the Notice of Acceptance number aril approval date by Miami Dada County Product Control Divxsion� AkSSELE IMPACT DATING: barge and taaU Missile Impact LDUTAnONS: Miami Dadc CourtyhDduct Cczud Appvvrd Slate or hutecbw ces ATc Not R I.,ABEuNG: Each unit shall bear a perma� c& label with the n2anufacturces nand or logo, city, state and following statement: 'rRriiami -Dade County product Control Approved ", u oless otherwise noted herein. RENE WAL' of this NOA shall be considered after a renewal application has beset► filed and there has _been no change in the applicable building code negatively affecting the performance of this product. TR011 NATION 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 press. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes &?tall automatically terminate this NOD, . Failure to comply with any section of this NOA shall be cause for teen on and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Bade Cm uty, Florida, and fgllowcd by the e.�Viratiov dW.%ay. bc.dispkye4 in advertismS literature. If any portion of the-NOA is displayed, then it shall be do* in its Lrttzrb4 • • • • INSPECTYhN- * ;cosp� of jiir. Zt4. shall be provided to the user by the mamr£acturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of #ds page 1 and evidence submitted pages E -1 & E -2 as well as approval documept mentionev %)ove- The subri itfed dac&nebtadot *as I'evib*d by H"y A MaIar, P.E., M.S. Goo NOA NiL "4312.08 9. Rxpi )ration Dpte: ... ... o V /Z 7 /to"? Apprrtral Date: . . . Page 3 . .. .. . . . .. .. 1 YAIpgN WIDTH� 1M11XiMf 61m a I12 WOU. A 1 /2' m". I0 ". ", s 1�4d coRNE+ts TF m m r i _ 1 1 1' it 14 I -i'I w C 1' ♦ I, I' r I y. tl ✓ I' '1 ! 1' E : ` it I s/ ; 1 f � 1' /•' i ,� •T - t� 1 1 I 1 t I 9 4 pI li 'II ° li d li g w ' 6 Leltwg U i/4` 3 fsLMirRAtE)) a 2 a!+ 3s s} +' WAY at NSC WAY BE u5[6 at a al. a a B"` 36 rfa~ vm WON VENT lwfll � I TYP1 m F ilmuom ALUM ` "m W)" ors AL itDl.�►�ING . WlAiUG DESIGN LOAD RATINGS FOR THESE TWTNOOWS TO GE AS KA • CvcARTS S14OW O SmEtrS a. ..... • • I /0" HEAT S114EN'Lk OL155 1f8" MCAT StOEN'0. CuS5 • • • APPROVAL APPLIES TO fi1NCLE UNITS OR 500E Or SINE c • • Caet81NATIONS Of H.R f1iJ7. OR MORtEONTAL ROCLdN0 OWN OTHER Ago' La tfilATER .090' tPOER1AYER • • • • • • WTTWOW TYPES IN MODULES OF TWO OR MORE WHOM USINC I3UfACRE PYB BY bUP0AT' SENUTYCIAS PLUS BY 'auPawr • • • • • • s • • • • • • m4mi;aAOE COUMr APPROLED MULLIONS IN Klwc�EN. - • • • LOWER OESIM ARESSUR F9014 WINDOWS OR IAUI ION APPROUV- 1 MCA; STREN'a CUSS 1 /0' NEAT Slawn. am$, • • • • • • 4 • • • • • • ML APPLY 10 ENTIRE STS TEU , - • • • • • at aow tgt;NNG an aar oaralltNC a9g • • • • • • TTUS PROOLreT HAS BECAL DESIGNED MO TESTED TO COMPLY WITH THE cc set >Ya90 � cc sea 2000 e • • • N • RfALdtB.flOft Of - T HE ft0N A BUIL DING CODE 200414007 ECf1A8t INI.T.uum • • • • • • POC1t VELOCITY HumUrAmr X14£ (HMH4). � � It • • • • • • • W W BLIC S BY 01NERS. d;USr BE AhcwREO etOPT:tttY TD TRANS" �`' THESE wlM1'DOINS ARE:. RATED FOR LARGE do SWLA.•M131tr OIPACt • .t. SHUTTERS ARE NO[ REOUIOED. s •. • • � � • LOADS TO, THE STRUCTURE- a n 1 • M CMORT SM&L BE AS LISIEO. SPACED AS SHO" [7nt'.00VLS{ ANCH 9R5 UAL • • • In4r. x • • ! •••••• €kWOIIENT, 10 BLASE tAAIM L SMALL BE BEM" WALL W5504C OR Mae. - M A. QZ W i • • 13 ' =i � � • • • • � L "NORING OR LOADING CONDITIONS NOT SMOWN BI THESE OETAItS • • • S x ' ME NOT PAPAL OF THIS APPROV^L- • • • ' • • . A EE;iA MACION INLREASC 6 WE'D Al DESIGN OF ANCHOWS INTO Yi000' " &KY. + YAIMAIKS INCLUDING EW NOT LIMOLD 10 STEE'L/)ALIAL 'SCREWS, IiKO COPE INIO C`L62A TX EN 'A. CLASS TYPE 'ET' Worirtq no. CON TACT WITIi OTHER B6SNILAR MATER41L9 SMiLL MEET THE REOMENENTS Of 2004 /2007 FLORIDA BLOC - CODE SECTION 2003.8A. GIAZINIG QfTl= APR 2 4 2009 .beat T of r I r` AEBICm US CAPAKITT - PS? 00, 01 ON %I SIx68) asm L(LNH CAPACJ" - PSF (*a S12Yffi) 1tMGN LOAD CAPACITY - PSP I YOX s18/EJ �v W/O 31C)N1: I 67TU NOW. W/O k611 1 O'Ily 411NP: 6 011INi. I 11RN MAP. r 01LNOdV 10N1. A 94100 TIPS A GLA6 11178 't' NIiN401T 01U4. A 411084 T7li A' CIA= TYtt B 47i1DO11 01m3. It TYPa. A 0111089 7'TPY "IN Httmy CK1.01 Olt.( -) EST441 W1 4 N 1 ip, EK7 ( +) mf (-) E10.(* mill 6gfN a tsw E11T.( +) INT.( -) BKI -(4) 26 - 1 /2' i Palo !OA 0" OBO 74` 0 1`0.W 6010 a" ODA 74* 0 a au'a 80.0 40.0 37' 21' i 74.a a0A 1110A 40.0 106-1 A. 20, 12 T0.0 4.0 10 7010 8610 106 -1/6' 12 70A ODA 06.0 90.0 971 -1/4 {3) 4 wa MIA goo 9a0 111' 12 70.0 809 i 4010 WO 111` 12 7010 4010 00.0 00.0 r0' a 7010 '0810 80.0 400 74' 4 70.0 609 409 9tl.D 74• 9 100 ODA 011 40.0 � 211 -1/2' 7010 OLD DA 4010 106 -f /4` (3) I r.0.0 000 7.011 90.0 �06� -114 ` J7` 90 -3,te' 1 78.D 80.0 004 000 111' .. 12 ra 0 BQO I 800 44.0 111` 12 00A 90.0 74.0 8010 OOA 0010 ra' I "A o0D I 409 OLD 74' 9d -6/6' 310 -5/b 6 7010 BOA /otl 80.0 ��y 74' 8 7tlA 'Na A" 9010 100 -1/4' (N) . 12 70'0 800 OQ_0 40.0 14) 1 76 -1j2• 4 70.0 4aA 0810 ODA 111' it 70A 80.0 tl0A' "A 74' 63' 37" 60 -5/6' 4 1 010 10.9 wo 6810 74' t 709 100 tlOA .. 40.0 (5) 0 7010 7010 60.0 111110 � C1 700 " 00.0 00.0 NG6 - 1,/4" [ It 70A 70,0 600 i2F 72' 9 7010 9010 800 OLD 74' 8 70.0 6810 !810 46.0 II :.61 700 74.6 OLD 60.1 e4' YN' a 700 600 1" 06.0 26.1/2` a 79.0 40:0 WA 400 72' - 0 700 60.6 600 46.0 ae' G't) It 700 699 00.0 90.0 371 063• 4 OLD 77.6 40.0 DU e4' 24• 9 700 110.0 e810 "A 100' 1/ 7010 40A 00.0 90.0 7QO 4010 "A 66' (21 ` 1t 704 90.0 00.9 90.0 72' t 7010 DOA 60.a 9010 .... 74' 0 700 10.0 aLe 40.4 t oo , 12 7DA BD:o OLD 110.0 e4' 116 ■ 7010 Baja W.0 08.0 211 4 zo o 411.0 410 111 9010 72• a 7*0 00.0 00.0 60A B6' (5) 12 7010 BOA 9060 90.4 30' 4 7010 8010 1910 4041 04' 36• a 7810 60.0 /0.0 0010 IDa - 110.0 90.0 46' x,. 0 7 0!0 0010 00.4 9010 96' { 12 78 i6 a 60.0 6010 72` 4a, a 7010 4010 80.0 6010 : 90' [21 9 7010 .6010 000 me 108" 12 70.0 6010 00.0 F0.0 04• • 9 7019 7010 BOA 9010 _ 7 a 70.0 BOA 000 ODA 7/` 4 70.0 60.4 &L * 11010 66 {4) 12" 7pa 7010 1106 90.0 �. 24' a 70.10 000 56.0 9010 B +' NO` 9 76.D w 8 e0A 70.0 72 03' p - 38" 4 70.0 ma 00.0 N" 96' [' � N2 x0 6 4010 BO o 00.0 {y) B 700 7010 e0.a 00.0 s4" 36' .0 TO.a .0810 a0:a 400 104' Ix 7610 40.06 /D4 OOR [ A •• NO. OF ANCHORS PER HEAD 8: SILL 44` 6 r6.0. 00.0 a0.0 9610. 72' 4 70.0 '7010 600 BDJO () + ND. or ANCHORS PER JAMB 7 ® 70.0 aaA 40.0 9010 606' 611" 4 711.0 704 "A 90.0 21• 4 7610 42.2 8010 9010 96 (e$ 12 70.0 1010 40A BQO 1.1 30 4 70_10 00.6 00.0 OOA 106" 12 TdA 704 4010 6716 46' tf' B 7010 0010 (1/4W) WA 06101 A s W9. 110' ANCiDtlIgS PER HEAD Ar SILL 6D` {111 1 7810 600 BOA 6010 { } - NO: OT PACHORS PER JAMB (1/2N7 (1/4117 I 92' t 70 d 6GU01 0110 969 70.0 9010 y a'a 1101 W 4 M.0 BOO 8810 ODO 406" 4 R7.0 7D.O 411.0 0060 (I /3w) (1/!q) (1 /311) • 60' 4 rtlA 7810 70.0 OLD 711' 4 1010 79.0 4n.? 067 6 4> 1 4. OPERATING vemrs TO BE 1/4 OF THE wm00w WIDTH • • • • • • • • • • • • so o A . MJ1. OP ANCHORS PER HEAR & SILL ' %O %' • • • • • • • • • • • o • () - HO. Or ANCHORS PER 4A6tB s •••••• • OPERnTImD VENTS TO BE 1/3 OF THE WmDONY w0TH NOTE-. • • • • ••••• �i • . CLASS CAPACITLES ON )Ii1S SNEET�4q• • S so** BASED ON ASTM U300 -02/04 (3 SEC. GUSTS) • • AND FLOPJDA i OECLAROOORY STATEMENTT OC � W t? • • • • • • 7o LEFT AND RIGHT VEMS W BE OF EQUAL. CLASS DLO WIDTHS FtA At 0 a 3 • • • : � 7 � �._ � *sees ALL EXTERIOR(+) LOADS SHOWN OM THIS SHEET ARE �. r 'xO OR 0%' FQR WINDOWS WfTH ADD -OR RISER A7 FRAME SILL i • • • • � i � *so*: FOR STD: SILL (NO R)SFR) LIMIT EXT ( +) LOADS TO 67..0 PSF • • 6 • -4 SfE SHEET 4 fOR DETAIL. W09 -12 ,o APR 2 4 INS shed � 4II 7 gxs trP,ctu ,.MCWHIS U 1CK Sts dLEV FOB SIPA0VV 691AL 7tPICN, AM MNS i wow BUCK I SiB41EtaRE SEE ELEV. MR SP#rA4 . • • 'a • • •. amm - DICE CdJMY JWPRflVE@ ' • a • a , ti • Ut.t17 IC MBLLE?M 44SYKINB � • EE i+rtR►1E NW i +"I f h OA o � I Y TY'P7ClyC AH6NDR5 TYp1CAL ANCpORS � � ^ e 5EC.ELCY. Im SPACING 5EE Em. raft 5PACI40 Id o i l (Woof) BUCKS AND METAL STRUCTURE NOT 8Y ECO WOW Must SUSTAIN LOADSAMPOSED BY GLAZING SYSTEM � v AND TRANSFER THEM TO THE BUtDINC STRUCTURE. x C� PHaLE& TYPIChL, ANCHORS 5EE ELEV. ro SPrCME F 0 .. *I 3 /B" X Z --1/4 wEF- PmcxCS AT EACH END Ilf".OIA. 1000N BY 1NW' (F—i2b KSI. Fy.43 K51j t D 37" AN O. MA %, w fl INTO 2BY WpDO` BLStltS GA WOOD STRUCTURES 4c SWANT 1-3 /8" MIN. PENEWTIOM INTO WOW � ALL JOJNTS AND FRAUE CONNECHOMS SEALEO WITH SIR IEYt` BUCKS INTO CDt,IC. OR 1MIASWAY (yT ,to SEALER. 1-114" MITE. EMBED - INTO O9OK. OR MASONRY -+ � DWCTLY IWO CONC. OR MASONRY � 1- 1 /4 M IN. EMBED INTO CONC. OR AOSONRY (1alAri.. C/ ^Vii (GICw 5 CRS) ti BvTO METAL STRUCTURES STEEL : 1/®' THK. MIN. (Fy s 36 KSI MIN.) AE 1 / ummuM : 0' TNK. MIN. (606,1-T5 mK) (STEEL IN CONTACT WITH ALUMINUM TD BE P LATEO OR PAMtlTED) 9 • • 1 0 ••••• 4 1 114 SMS�SF FF QRh ljNq SCREWS (f.RADC 2 CNN • • 0 e • • Iwo MIAMI -EIAUE CGVWY APPROVED MVILUONS (MIN. 1KK. .020")* • (ND SHIM SPACE) • • • • • • *0000 • I S I pI "• INTO CONCRETE AND AtASOWtY - 2 Mill- • • • • • F n = 6 INTO W0013 STRUCTURE - I' MIN. • 0006 • • • • • • INTO METAL STRUCTURE + 3/4' MIN. • • CONCRETE Pe 7000 P51 YIN. • • • to z I M YE4SC41RY t'rn -+ 7600 PSI MIN. • • .. + • f RA PE A CAR. 1659,1 • a .• 3ti ••• • j ••••w 4 • s Tr F �t TYPICAL .weegres ' r her SCE EtEY_ drOlriAQ f>b, SPACING MOOS RUCK FOR SPA4tra ` AN 2 4 2 1D9 tiVt�S -12 cd ,cs ■It•A 3 01 7 1 14' IOAK. 9iY ry l 7 (etit � s S Y UE C1nI. M'GHtkS � 71 B 7 FOR SPACING i .y ri1MAL AWWONS _ rn ME: WX FOR sPO %wQo - 5 1 g � SETA it STRIIIcrullE T • AA sr pr K • 6rEFi NONNNLSNC T y *04 Su1CK3 � NS I AOITr f SH � SEE 55tEEM Z $04 t:+IP�NIfT f d NNom WIUTW I XQ _�YUY� S +JyNURS src ELEY rare STR4cIhG If +' MUt. ANT Motif yN�� row UPC. am e y r rOR ACM _ A 17 Y M1000 B WOOD fiffticl •.`•. _9cgEEN OPT _SCREEN O ' � If� A'• 1Kti�M1� 'Mr W C R 6 � I !LL S7Ett REW ►ORC•19 r ICIDO luen EXTERIOR W19M SEE SHUT 2 MR OPACITY • N xox JAYOUT • • • • • . ...... ...... NY.uI- npEsouNrY • . • SEE S to O YYLLAON TMCa/_ NiCFMR'; • • • • • t • • • • • • EtAAl6q! NC0. r'sEE ctzw. rc* sPnp510 • • W GNL • • • ` � FLA. P[ ! .7obW • • 1 Ri. • • • • • • CsN. >0 • _.._... -_SCRM OPr • • h : • • • - => •• • r �r4 no. M+hosw WIM WR 2 4 2009 W09 aha•L ; of ? SfRUCtunt MJrrAL TYPICAL , [ 1 u P SFr CLEV 'J PICAL ANCHMS it'" -chm$ MwWi -piDE CDLPIIT APPRDNED 'i r l` . FCe SPWtC SEE IUVv RX SPACWD a �_ • • LULLUOW & WUILft Aw.YMS ■ ° 1 . SCE SLPAUX NDA r — ° a � 4b `I "1 ALT — OA A utE ILEV. tw armu; t I V Iry i N. I L7MdS ALT i wig y a s, • tyPrcAL ANCHCas : • • • • • • • � • r -- SFE MF. POR SM[NIiL lYP1Y'JG Ah1C17L'7R5 .. • SEF ELEV. FOR SPACtW • • • m Att ••1• •: � •1.1•• ••1• INSTAlL9T1[SiV J }x`►'AJL$ fl rrti }cu !. Q" ME AOAPTP'R °Fr: r • • • • • • S - • x7 C1rY • • i • 1 1 — T fu PE 7BB6Y • � � • • • • • • — 1 Cat w. - We p • • • 'if S ••11•• 'V V 710. APR 24 2W W09 -12 shoat 5 of as fv 3 ?50 7.067 IT4M pail 4 - ¢IIA)Cf1YY AEOCIgP710N YATtF7AL NaM►,fS4PPUElq/iREN+aWKS �4 � � � 1 E I FRAM h102 W " m I ~ i02 + 1 FAYIiE SILL 406 4- •� I.�ST r f I 7 f YMS 1� 51LL FNNCtt )NSEWf Y � _ - 005].•)0 P '�[ • ,3 ` • A _FYM AS VIEW. NOV. FR JANE 0052 - T6 �'` ' OBI � -�% r' S FYK)I A51£ti0. FOLEafOfWfJM1B 8003 -l6 3.344 . I 6 mill 1/ VENT F110E0 NYC MAIL • 17 II T PT 1O5 L/ VENF Y4N7 440EWA M •062 ^T6 - u '� 4 P1206 I/ WAIT Pw 5f0E 0061 - TS - fff444 BENT TQP /BOTTOM R+ML STEE4 REINFORCING G MOT 2/ vEw Wp•AND axrm 0Y)L 5945 - 16 .013 IB fY100 AS WEOO C4 M 8W .510 i1 - +I5 WEO6 - 71EIWVSCM am STEEL T "^'^' F"' - �.^-^� )Y - AS Jiro. REWEAVING" STSSL - 4 .719 ,005 t 3 X04 AS RTM ACC -�OW SILL N ER 5061 - USE A$ WOO. 1 FRAME HEAD �"-" .045 14 Noe +/ MEAT HOLLER MGNSINY & QJIK CELCOM 3.245 15 fV290 21 VENT A UCII a"U i 1 +B --t LOaT .912 16 FY?! ?/ VENf POLLEN PIN ST. STEEL - i.1 ►01.510 l0 OLtaw BEAD )? f8 )L 1' AS OEM. F14101E Nf ASSEMILT "ENS C45 P.K So IB +4 2 3' 2/ YM +1(C. It)0L Sti so"s (RLL .CFO CAS P.M. SFA6 Oil! 1.2•• 10 WWI A$ 0ECIL FIN TEAL 111'5 W - ULTI fA6 �.... 20 031101 AS 0EQU1 0LAII SEAL 0 - IAN SCIM909L - 1 JAMB smLE 41 E2117, AS AECO. 0111, SEC SANFCPIIEME VLTRWAS L•0+ t.OSO 12 EM. as RECO. 4 W.0 &IL9 SMMCPNENE ULTJWOB� p^-'iA63 'i0 ({ ?} - AS mm cLABs 6FNC01. SIUCCItE fA1hNK L4WE ., ,070 7.101 L'I"O 3.1 3L302P 2/ VOvIT SWEEP LA►CH s1AL1+KM Or A590C. r SCW �2 . a % 1/4 1/ LA" &ArM WOE. Ct ST. arm CH sws I � p sWL 2! MIYN KIP WLVC - FMEF�NREO 1'MO. F'R00UCT5 1,310 9CREEW FY12B - FLt1IN FKWE ACNPIVt i053 -T0 aproo K J 27511 1.344 �0 4 14EETINC RAIL [py 4 FRAME SILL, 4) n � 3.1-00 � L • Oil • • • • • 1..175 •.•.•• Lu J SILL TRACK •••••• •••• 6 FIXED MTV, ANL • � • .500 "07- 790 • • • - • • • • •••• • • F _ •••••• .043 .042 � •••••• • . ••••• • l • L 2x50 Y4A2 2012 ).790 25M14 �r :••:•: � �� ••••• 1 t aNL • • „ Q e • •� - g P6s ; Ktei ••• • �f yj 111 ••••0 .07+1 • J 500 . ?6P • • • • i II ii - �• drowiAq .1nra�� 1.442 1.005,_..{ 3.61 i. W09 -12 G MCP, FRAME JAMES 5 FIXED FRAME 40119 ( FLUSH FRAME APR 9:4 -:_2W ah5•t uJ 3 • 19 • rell JCS arc :v a w s' F 4 TI V Q I+ � A b N n U 0000•• • Q • 0000•• 0000•• 0000•• 0000 • • • • 0000• 0000 • • a 0000•• 0000• 48 Ca1Y 0000•• P * p[ 'y[s6S • 0 FCA ! CI.M. JSI! � • � $ � • • • a • • y � L • • • { • 0 0000•• • • • • ra•mq • rvo. 0 'OV09 -] 2 APR A 4 3009 FRAME oQEDR com Eus�o ,sec. wJ.n ene�rEe ,SNORES pr Miami Shores V illage l� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �LOR1Dp' Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10- Job Name 2010 Page 1 of 1 Building Critique Sheet Plan review is not complete, when all items above are corrected, we will do a comp lete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 137339 Permit Number: WS -3 -10 -353 Scheduled Inspection Date: April 13, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: NICHAR, DIANA Work Classification: Window /Door Replacement Job Address: 186 NW 109 Street Miami Shores, FL 33138 -4317 Phone Number (305)751 -7778 Parcel Number 112136010024 Project: <NONE> Contractor: HOME OWNER Building Department Comments Inspector Comments Passed Failed Correction ❑ Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 12, 2010 For Inspections please call: (305)762 -4949 Page 7 of 17