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590 NE 96 St (6)PROPERTY OWNER New Construction / ,, Name ` aft S�?,airni J id -, Alteration Exterior Address 690A/ a si, i u Z Home Telephone 3os / 1 759 - 7 ` zc, / 33/3 Business Telephone Relocation of Structure Fax Foundation Only TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Master Permit No. Subsidiary Permit No. PERMIT APPLICATION INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Folio Number Lot Subdivision 510 /OE F6 c4 e -c �� �Jizd . Z3/3rS' Address ! ,,Appt. City State //,3 )-0( -P .'0 /q . Zip � � CY 1, Desc �ption of Work n CIO � S h ltd S Block PB PG Current Use of Propert _ Proposed Use of Property Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Zoning Linear Feet Square Feet Units Floors Value of Work 0 ©+ 0 C7' Bldg Value Tax Assessed/Appraised Value Flood Zone 8 Base Floor Elev. ENGINEER Name License No. Address Telephone Fax CONTRACTOR Name License No. Address Telephone Fax Qualifier Name Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STAT Si • ature of Owner • FLORIDA ,.E OUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Print Name Sworn t And subscribed before me this L i day of( ( , Sworn to and subscribed before me this day of ' sir ure o , .7 ry Public S .'e of ori.. Signature of Notary Public - State of Florida SEAL: r,RY p _ C t. G OFFICIAL NOTARY- * 1� ANGEL A M BECitE cI ?!.• j7,T. 4 �1KiSSyOA1 ititic;aateionn ••,,,- ,G CC � t786 Personally known r � . at, Rr>7c I tdea Type of identification Produced: -�-- SEAL: PERMIT APPLICATION Personally known OR, Produced Identification Type of Identification Produced: Village of Miami Shores 10050 NE 2nd Avenue Miami Shores, FL 33138 Phone: 305 - 795 -2204 Printed: 1/23/2002 Applicant: LEON Owner: ROLLE Contractor Local Phone: Parcel # 1132060140660 Job Address: 590 NE 96 ST Fees: FEE2002 -403 FEE2002 -404 FEE2002 -405 Description Building Fee Building Fee CCF Total Fees: Signed: (INSPECTOR) Address: Cellular: Permit Status: Approved Permit Expiration: 7/22/2002 Work: INTALLATION OF 2 WINDOWS AND SHUTTERS This Permit is granted to the contractor or builder named above to construct the ordinances pertaining thereto and with the understanding that the work will be perfi and approved by the proper municipal authorities. This Permit may be revoked at authorization. A further condition upon which this permit is granted is the understa ordinances and regulations pertaining to the work covered hereby whether shown 1 by his agents, servants or employees. In consideration of the issuance to me of this permit, I agree to perform the work with the plans, drawings, statements or specifications submitted to the proper auth myself, my agent, servants or employes. Signed: (Contractor or Building Permit Permit Number: ROLLE LEON Amount $120.00 $100.00 $0.60 $220.60 Construction Value: BP2002 -138 $200.00 Page 1 of 1. Total Fees: $220.60 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for ° ^ ^*6 ° � Legal Description: 6 53 42 MIAMI SHORES SEC 2 PB 10 -37 LOT 1 & 2 BLK 54 LOT SIZE MEMO 5:on/Ye � G .r ".519/< .P,s6 ORDER OF 74 - Nit, ii0/L( 4,1) PAY TO TH 200 N. 16th Street PhOaeelpbla. PA 19102 (215) 569.4700 wwr.sbttcu.arp mall @ebltcu.or0 11:2 360876641: 00 2 207400 211' 2334 DATE .2 _0 -0z.. 2334 DOLLARS a �rii .� .iti .0 •1 !/l�)'C� /� un,r�wumo.' 1 ` u��rsauc.. 60.6766/2360 0 6 , 0_ yy //�� -4 0 LIBERTY INSPECTORS: WM. COLLINS STATE CERTIFIED BUILDER BART BLOCK GENERAL CONTRACTOR TONY ROSABAL GENERAL CONTRACTOR SAM MANIN MASTER PLUMBER Sharon & Leon Rolle 590 N.E. St. Miami Shores, Fl This firm has been retained to inspect the front wall of garage which has been changed from a roll up garage door to a solid wall with two windows. This building was inspected when first built and met all codes. We have inspected the closing of the front wall and find it in compliance with the South Florida Building Code, including the windows. Reinforcement was placed and we are convinced "it will withstand any hurricane. Trusting this meets with your approval and with no other matter to reference, I remain at your service. REGISTERED STATE ARCHITECT Reuben S. Schneider (sicn. semi and date) 132E BUILDING INSPECTIONS INC. lass S.W.iO tit St. MIAMI, FLORIDA 33135 305- 649.3036 /CERTIFIED\ 1 -02 -02 INSPECTOR Amcrlcan Association of Home inspectors Re: Changing Front door of Garage To Block Walls with Two Windows `77 Sincerely, MICHAEL MANIN PRESIDENT & CHIEF INSPEC : C: REUBEN S. SCHNEIDER REG. STATE ARCHITECT PETER BALLET ENVIRONMENTAL, INC. PROFESSIONAL. ENGINEER DOLPHIN EXTERMINATING CO. Hike Manin Chief Tnspectcr ei President. Society of American o c c - Re .rr :�i�p rs `S5AMFL American tns.pectcrs Associa i r r #062R @JAite 0Yt,►'1.\\ c1∎cc‘e0.5e0 /4 1 1■:-............,......121.=4,14....u...,0-.K .......m...,.,& T te.S' 1 - 7 4 W -ocul — cty„.6tticorter — - boo - 1,31.s it4er i rcecittr,,0 f , 9 cron-k- (14eit se/At) • . . . s au. o " V S -?\ por\ \‘.3 ( 1/4 61C it S `') 1' ? AUG 7 . 30 ' . 2001 10:43 FR BETH I NGS PAN AMER I CFN305 MIAM t: forth above. APPROY $A,:g+1CF.2€'G > •. .. .. .r:+J:� \iS...: t <-:�. ' G.. .. .� i‘1/246'7%?^4?'4•..Y , .!:7: "» 1' t • • i s Cr 4 Cy�l�'�_:Li • PRODUCT CONTROL NOTICE OF ACCEPTANCE Binnings Pan American 3000 N.W. 125 Street Miami ,PL '33167 Your application for Notice of Acceptance (NOA) of: Series PA - 14 Aluminum Single Hung Window m ; under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of OV ..r.. YV• {Val, ....4 v ....rI .s..iJ Jvrv.$ . ..J l... r{.., 1.... V.... .rr r...1rJ e-. - .- r� -..._- t-� .t__ 1.1:_. -... G%- .1_ County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. • The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0226.04 EXPIRES: 07/09/2006 3 /0 : i;ei : (as) 1I . Cos-) «Pr - odes • '°app'`."°' 1nterilet Ana 1 a dds sn pnstmistc buildin =eodeopline.eotn MIAMI -DADE COUNTY, FLORIDA METRO DADE$LAOLER BUILD1N BUILDING CODE COMPLIANCE OFFICE METRO -DADC FLAMER OUILDING j40 WEST FLADLER STREET. SUITE Irfi3 MIAMI- FLORIDA 13130 -1563 (305) 375 -2901 FAX (305) 375.29ns COPrrKACTOR I.ICE.P S1NC SEC11Ox (305) 375.2527 FAX (305) 375 -2533 CONTRACTOR F.NFOIICFAI DIV ISION (305) 375 -2966 FAX (305) 37$ -2906 ruoauerCONTuot. ntv Stos (305) 375 -2902 FAX (305) 372.6339 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSIiEET. SEE ADDITIONAL PAGF,S FOR SPECIFIC AND GENERAL Dui LUUw oc Mow ace ref. • {r... t.v011 a a ai r. This s+prtiraf nn fnr Prndnct Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set Francisco J. Quintana, R.A. Director Miami - Dade County CU/titling-Code-Con? pliance Office - Homepase: httpJlwww- tiuildin$eojeonline.com • EI EXPORTS - �'`.r'x•„ :3 5 131'1 454 ,d . ",. -t:•- • .7!"e62�:zr -` �:,Y.+,o w ,, :t •; �.i •�i'� - rE -3•.= N� ', AUG 30 2001 10:44 FR BE KINGS PAN AMERIOR4305 681 0454 TO 3059191417 1 08-29 - 91 22:25 TO:PRO- SALESSEXPORTS Binnines Pan American ACCEPTANCE No.: 01- 0226.04 APPROVED JUL 0 51001 EXPIRES July 09,2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS P.02 1. SCOPE 1.1 This renews .the Notice of Acceptance No. 97-1027.09, which was issued on July 09, 1998. This approves an aluminum single hung window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Flor4da Building Code (SFBC), 1994 Edition for Miami -Dadc County, for thc locations where the pressure requirements, as determined by SFBC Chapter 23, dc 2. Pi` l rt -{ " L &dia a nw1:..w ..w l..ww :- .1:... ..J :- .L- 2.1 The Series PA -14 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following documents: Drawing No PA -14DC, Sheets 1 through 8 of 8, dated 10/22/97, revised on 5/31 /01, 6/1/01, 6/4/01 and 6/7/01, signed and scaled by Wm. M. Meyers, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in ' - omplia cc with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this u it will require a hurricane UU4 p itiMM pear a permanent taoet wun the manufacturers name or • - o, ctty, state - a following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Codc (SFBC) in order to properly evaluate the installation of this system. 2 Perez, P.E. Product Prod ' Control Division FROM:305 681 9454 Exarnincr P02 • r= �r ter ; AUG 30 2001 10:45 FR BEMI I NGS PAN A[ER I CRN305 681 0454 TO , 064191 • -$innings Pan American 3 ACCEPTANCE No.: 0 1- 0226.04 JUL 0 5 2001 APPROVED EXPIRES July 09.2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has bccn filed and the original submitted documentation, including test supporting data, engineering documents, arc no older than eight (8) years. 1 2. Anv sin(' all stnnrnvi d nrnrlttrtc chnil hr nernv%nrntly lahArrl with thr• rnnnrirartrrrrr'c Hans rite cr,r• state° in Inc specittc conaiuons Of. till] ACCCpt:incC. 3. Renewals of Acceptance will not bc considered if: a) There has been a change in the South Florida Building Code affecting the evacuation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as thc one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including thc correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in.the materials, usc, and/or manufacture of thc product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has bccn Nay gstCdlclysty G.Mims)/a. iyikipnaJlnnliolaoa 1vjtt.itc�.rfmtiVagee) and nnn1nri by chic rrrrr a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sates, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. !Carty portion of the Notice of Acceptance is displayed, then it shall be done-in its entirety. 7. A copy of this Acceptance as well as approved.drawings and other documents, where it applies, shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. Thoti�e of Acceptance consists of pages 1, 2 and this last page 3. r.ntn cur rr -trc A rr F.rzA,NfF_.__, _ . —• - •-- .�" -�.... ..- _....._. Product- �+6ntrol Division 88-29 -81 22:26 TO:PRO- SALESSEXPORTS FROM:385 681 8454 P83 .4111761' QI O 0 • • 4 1/4 MN. 4 4 001(1 Tw1 CO 'Cuil4 0 0 1' •1 • 1 14011 1480.1 • 1141:4 M MU ' 1 . L';_{;yil - 1441_ 1111111iLi.. L t. 1& .L.LL ^ : S(.1T•1 41. • •C1 7 HILL n• . ' 4 1 '1'. •.1 PA-14 BINDLE HUNG VERTICAL ASSINBLYil I { euy111 1/441 11414 141.494111. 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Ilse 41,111111.1111&e.116 1 I ft4 j fame& r iur PA-14 SINGLE HUNG OONECTRt.;- . _L Y Window 114 WWII 6444) 111016 21.606 33.060 1110 .00 36.000 32.000 34.606 37.11) 40.000 41.000 43.000 11.415 31.001 SSd00 97.606 00.066 41.060 61.066 13.004 11.117 7433$ 14101 94)310 01.010 90)366 11333 .6933 693) 03) 69.11 O3) 6933 69.33 69.1) 49•)) 49.)3 6931 493) 49.33 6933 691) 6231 69.33 033 6913 0.91 031 69.3) 0:33 44.3) 691) 31.0600 0.13 69.3 69.13 69.33 69..3 603 6913 691) O1) 69.1 69:71 69.1) 4941_ 00.3) 0.31 69.33 .033 69.34 16.33 _ 69M 69.1) 660 1111.)) 49.3) 4 13300 6933 69.3 69.11 69.13 6231 69.33 6933 693) 493) 49.33 6.13 49.3 491) 033 693) 69.3. 693) 603) O3) 0.13 69.131 ®® 6931 69.71 14000 (9.1) 69.)) 69.13 69 M 031 (9.3) 69 33 69.3) 69.3 69.1) 691) O.)3 6.9 49.)) 003 0.3 69 .33 03) O.)) 49.1) 6933 O.)) 69.33 0.1) 6913 69.33 M.)) 69 W 693) O.3 6913 O 3 NJ) 013 6933 6933 O.)) 691) O3) 69.3) 693) 03) ) 6937 693) kiti ) 6933 493) 0.33 16.000 031 69.33 69.33 633 69.1) 69.3) 69.3) 69.1) 6913 31.000 00 3) OM 00.31 69.)) O M 69.)) 69.)) 69.13 O.33 O.3) 0 )) 36.000 693) O33 693) O3) O. 3 6t)) 69.33 49.3 03) 911.3 69.3 O31 03) 69.3 6937 611) O.)) NJ) OM 9 3) stimarauLaullaa 10.000 OM 49.14 69.» 49.73 6 )) 69 )1 4933 6.791 6937 O.) 69.)) 69.3) 69.31 Om 49.31 69.3) 6931 OM OM 6931 6$13) At ' 31 96 '44.600 69.73 49.1 69.) 69.33 69.33 6933 69.31 49M O.3) 49.)) 0.13 001) 691) 6933 03) 69.3) 49_5) O3) O3) 6933 6933 06.92 63)33 01.00 6643 11l.000 OM 0.31 69.)) 017 0).)) 633 49..13 OM 4233 O.3 O 1) 69.13 69.)) 6931 6931 6931 69.31 Oil 693) 64.70 4339 61.43 39.16 3019 33.06 10.000 6933 (31 693) 693) 003) 0.13 623) 62)3 mm 69.3) on 4911 493) 693) 00.1) 69.7) 493) 41.1) 449) 1 63.10 43.41 1971 16.14 57.99 33.1) 32.133 413) 0.3) O3) 6133 00.3) 61J3 69.33 69.3) 600.3 69.1 O.) 623) 49.)) 491) 61.13 69 .)) 6113 44 14 NA) 63.9) 39.69 Ej]a wawa Egg] 31433 0.33 O)) 6933 69M 0.33 6131 0.31 69.)) 0.33 6131 0.33 6911 00.11 6933 61.17 47.93 66.91 61.91 4045 3019 mos wilt: gailaz7 A • � y . 'y'' . : •.. • 0 0 1• •1 O 63 0 to m 0 0 A U 9 • %Comparative Analysls(Positive .oa(Is) • Trail: IA PA•li Style iiatipadaa ►alibi 9 :1110 Issas " . l eak s. CIu1pwais a A64IyIh r►► )IN• A.6ak0 016n 31.)- 3a66mg f•%I *gdat:AT1103110141 SIn.aidTnl 110.0091 1•171.1 !Consparnt 1•e Analysis(Negalil•e Lon 1s) T.N. 111 1'A•1 4 Sink 11..aWlml.w Neolte 11x13.09 a•d• 'most en COpauha AO3f741, rids 1/16"110.0144 Glatt .14a••31,u0wa3TiiI EAl1401116 /•92 • Snunra fall R•p1.1.N1TL /160)9 "15.3.. \1111\ 21.00021.sou 10.100 30.110 32.600 36.600 37.77) 10.000 11.900 41.000 49.4)5 14123 110.00 •13100 •120.0 - 13601 •130 •120.00 430.00 •130.00 .1300 .13000 .11000 31.000 . •110.00 43100 •131.00 430.00 •121.00 •120.00 •120.00 •120.00 •12000 .11000 •1:000 13000 .1)0.01 .13016 .111.0 •12001 :1:000 - 120.00 • 130.00 -120.09 •IIota •30.00 •039.09 13.1100 .1)000 .120.00 .110.00.1 •110 .120.00 •1)000 •32000 430.60 .1)6.04 304100 410.00 •12001 .13609 .11000 •13400 •110 420.00 •130.00 420.00 •110.60 4:0.00 33.010 •13000 43600 •130.00 •13000 •11400 •111103 •130.114 •131100 43300 •12303 •110.00 36.00. •1)006 •1:000 41640 •13000 420.00 •1311.00 •130.00 •120.00 •110.00 470.00 •11000 40.000 •1)1.00 •1:000 -1)9.00 •110.00 •139.00 - 130.00 .110.00 4 4016 •130.00 .13000 .11000 •130.09 •130.00 420110 •119.41 10!00 .1)6.00 41000 .120.00 .1 )11.00 •12000 - 111.21 10616 S•.I9l .1)0.00 •1)100 4)0.00.111.30.11161 •102.)1 40055 31.125 310:) • 119.16 •110)1 73)311 •12100 •1)030 10)310 -91.19 •03.91 .19.91 •10.16 -4).16 •130.00 - 111.11 41609 .106.7) 40149 4411 .76 73 4499 •91100 411104 49.17 .33.02 .70.41 41.9 •93.74 •57.49 •31.21 •931) • 9135 .12.22 44. 1 •7614 .7031 49.7) •33.14 •31.33 •11.74 - 7).36 •63.43 • 3.7.1 -49.77 )97997:33 Laumammicminaucaamma naommimacaammumuucaa caumaacummaenacamma MMUQ ®E7T111�U ~� O M ∎••- • • t ar •11.31 •61.11 .67.91 43.31 .60 �tL • 120.00 - 120.00 30.00 •130.00 .12010 •11..00 •9111 .1).19 49.66 46.91 41.93 -0.7) .94.11 49.17 .113.91 10) 51 •111.19 •40).01 .11013 •111.10 •101.00 •101.31 •100.17 •9373 •139.90 439 •130.09 •1)0.03 417.36 4134) 410.11 -114.30 • 101.61 -93.31 •91.71 •91.70 41 •14.77 '1 ANA'. 2 3 4 3 6 CLASS TM .3.16 ANA'EAIED 3/16' 711106ME0 3)16' 7[11161(0 DSO N' TE010(11(0 DSO 1.0' MT4I:ALEO 330 )•3' A141EALC altu(FORCG)1EK1' NO V( NONE STEEL NONE. NONE NONE - SEC 1)111111SG rs IA•I4UC•01 PA-SSW-0S PA-UDC-06 74141 OC-01 PA•NOC•44 M- 1100 -07 we \\16daw I kIp111(I6dla•9 91.060 33.304 51000 1.0.001 63010 61.400 61.011 414.94 •110.00 •120.00 •11000 •120.00 410.00 .120. • 13040 •110.00 426.00 -016.00 •110.00 •110.00 •1:0O 410.00 •130.00 - 1260x1 .1)0110 •130.00 •13010 .1 30.69 .12000 •1311110 •11610 •110.30 •12013 419.79 •130.00 . 120.00 . 1111.00 .11000 •110.00 - 131160 .110.91 •120.01) •110.00' -IA100 •130.60 - 121).00 416.39 403.17 • 1)000 •110.01 •411.53 .111.43 40932 .103.46 • 0.7) •13000 4:000 •11)01 •11001 .106.90 401.1) 47.69 •9139 4091 •112.91 419.43 4031 49.24 - 919.47 41.16 43.17 .73. 400.39 -91.11 43.32 40.46 .47.90 40 )) 43.13 •64 41.11 43.09 40.16 .14.3 2 41.16 •19.4 41.31 41.40 411) -79.01 40.61 •1131 .73.71 •7344 .21:26 11•••1 .tat. %• • 1 73.151 • 1 a 1/11111 1)w w.•r 41.91 46.0 47.59 •74 .3+.44 42.3 M6if 61AM 610916MlloWsu MN11111aa w0Yw0yaulas 19a)sit0.6tdiwgt0 t iraui13M16 d)winL • 76.413 NAN 94.001 16.001 96.690 6A:30D 61 1911990 910 IMMO OWN COI 9 1 1 1. /wn110R16s 91141 601630 fJtiA 3301 M K0.4941699 artigtie ANA/mad P.O. O> 00036 • 2003 � .N�.C. /9501 ONO (1003) 30 4390 331113 6 .' 4 • • • 1 1111431044 % 1 Window 114 ghl(1.ebet) 49.6)5 31.000 51.360 67.000 03.001 61.000 61.000 0.00 1 11.000 73.117 13.000 35.060 10.000 30.000 31.30 16.000 37.175 40.011 44.000 . 0.000 13.131 V-11 41300 4 49.31 69.)) 69)) 69.11 49.31 69.13 69.33 69.31 6913 69.11 053 6933 69.3) 6933 69.31 69)) 69.)) 6933 69.33 31.110 0.11 •21.00 . 013 69.33 6933 69.11 69.33 69.31 6933 6931 69.1.1 63.11 69.31 69.33 6931 69.33 69.33 69.)) 69.31 49.3.1 69.)) _31300 6 .110.00 • (9.31 69.33 6933 031 69.)) 69.33 6233 69.3.1 49.13 69.31 69.3) 6933 69.33 6933 69.3) 69.13 69.31 6933 69.11 10.001 69.33 •12000 4 69.33 69.33 69.3) 69.13 69.3) 69.33 6933 69.11 69.31 6.9.33 69.33 69.3) 693) 69.33 49.)) 6933 69.13 033 69.)) _30.000 0.31 0933 49.33 62)) 6933 69.31 69.)) 4933 6933 693) 69.33 6933 (9133 69.31 6933 69.33 49.33 69.33 0933 61.33 31.000 6933 69 33 69.33 6933 033 69.33 69.31 69.33 49.1) 69.3) 69.31 69.33 033 69.31 6933 69.3) 6.33 61.33 09)) 693) 0..Ki .16.000 (.4» 4113 69.3) 193) 0.)) 69.13 0.33 69.3.1 6.9.33 69.33 (93) 09.33 031 693) 69.33 0931 6933 03) 6931 40300 033 4933 6931 69)) 69.1) 69.33 69.)) 693) 69)) 033 033 033 69.» 691) 01.1. 69.3) 033 031 4931 0.33 41.000 033 6933 0.)) 03) 0.11 69.33 69.3) 033 0.31 0.31 033 033 4933 4933 013 49.3) 69.11 01) 6 • 693) (4111 , 6.711 013 67-7 63 41.000 0.3.3 03.33 033 133 6133 69.3) 691) 69.33 033 1133 0.33 033 6931 69.3) 69.3) • 6933 6133 30.000 603) 6931 691) 1.)) 000 • 49.71 69.33 0.3) 013 133 6933 6933 6931 693) 0.33 1.13 037 66.70 33.10 6.31 6933 69.13 61.)) 0.11 6933 69.33 69.33 1.33 033 6.933 (A31 61.61 46.3) 65.01 61.01 63.10 61.51 00.31 6900 111•••■ 1 1% 141.10%.1141;111(3•41144) 74.000 2 23.000 1 13.000 3 30.006 3 31.000 3 36.010 3 37.313 4 44.000 4 49.415 5 53.000 1 15.500 1 17.000 6 60.000 6 61.000 6 61.600 6 61.001 7 71.000 7 73.137 13.115 . .130.00 4 41300 4 43000 • •120.00 • •13000 • •120.00 • ••1)0.00 • •120.00 4 410.00 . .110.00 . .130.60 • •110.00 . .110.06 . .1)000 . .170.00 . .110.00 . .110.00 . .130.00 . .110.00 31.000 . .170.00 . .110.00 • •21.00 . .1)0.00 . .110.00 • •12000 • •1 . 11.100 • •120.00 . .1)0.03 • •110 00 . .11000 . .110.00 • •110.00 • •1'3.00 . .12000 • •131.00 . .130.00 . .11100 4 420.00 4 430.00 • •110.69 . .130.00%110.03 . .110.00 • •110.00 . .110.00 • •114100 19.000 - -17000 • •130.00 . .110.00 4 470.00 . .110.00 . .1)0.00 • •131900 . .12000 . .130.13) . .110.00 . .1)0.00 . .1)0.00 • •130.40 . .119.00 . .120.00 • •120.00 . .11000 • •12000 4 3.1900 • • 20.00 . .11900 . .110.00 . .110.00_410.00 • •Iru.00 • •13u.1» . .110.00 • •12460 • •110.00 . .110.00 • •1)060 • •11 • •110.00 . .110.00 . .110.00 4 410.00 • •11006 • 31.000 • • 2000 4 410.00 . .110.00 . .120.00 • •120.00 • •120.00 • •110.110 • •120.90 . .12003 . .111.00 . .11000 . .130.00.110.90 . •11000 • .110.00 • •12000 - - 130.00 . .*10.61 • •12000 . 36.000 • •17.0.113 . 40.000 • • 20.01 - - 111.00 • •120.00 • •170.00 - - 120.00 • •139(34 . .120.00 . .1)000 - - 120.00 . .119.74 4 417.3 . .114.62 • •110.61 • •101.43 . .10414 . .10101 - - 103.06' - -93.10 • •91.71 • •93.70 44.000 • • 30.61 - -13000 . .110.00 . .110.00.1 0 0.00 • •120.00 4 411.33 . .111.11 - - 109.61 • •101.71 - -101.61 + +99.13 - - •94.11 4 41.90 • •9249 - -91.0) 4 49.3) • •16.16 4 4).11 . .1)31 13.400 • • 2000 • •120.00 4 41639 • •11.40 - - 110.57 • •103 - - 103.60 . .100.)1 • •90.11 - -93.14 . .90.6. 4 40.42 4 44.91 - -11.65 4 41.21 - - 79.06 . .70.31 • •7333 . .73.71 • •12.99 50.000 • • 14.73 • • 113.23 • •103.16 • •106.11 4 40343 - -93.74 - -91:13 . .91.33' - -7033 - -16.61 4 4113 4 43.21 • •0034 4 41.97 - - -76.0) , , -7333 4 41.94 , , .11.71 . .9.60 4 43.9) 1 51.113 • • 01.61 . .10161 • •101.61 • •99.10 4 44.12 4 42.43 -91.01 4 43.42 • •3174 • •11.10 4 49.11 • •76.16 4 43.30 . .7.39 • •10.46 4 4933 - -6936 - -66.61 - -61431 4 45.00 ,. 1. MI MMrM..MILI f f( 1 T • Ti/l(. C CA4'ST %1( n nIL %liOuC0104T ( ((En11A %41AGr•. ' • I 1 N NI• • A NP4A10U N NOM( ► ►A•11OC•.1 • ow TIiNI►06LU ( (:011[ • •A•110C .01 ' ' - 3 ) )1t4' TW0(1(U 3 3T301 ► ►A•110(• M 1 U Ulet1.•TtM ►11(0 N NON( T TA•1 - 1 n nu, N! AMXIAl7O t to /NII � �A•119C.0 . .......... a1• (3 1) 01 01 • u • . • ro 0 -:,..44,,..z:,.,..:,..,,.........._.. Copril v`Ana ls(Poiltive Loai)s) :: .,. '- Table 3A RA- 1151e=1e 11uogr 60w P941the 0401011 Iani" .. - . B1tN eitortii ttlie 3 110)•08 1 a1i1 L16''Tii`i1 .. . /e0o-3tfbeteriITeqR ATU0111.0141 SlnKlwal Teton, cut ATI.6901.03.9i11 0 Comparative Annlysls(Negativc Loads) Tai; 711 1',1•IlSi Ibw •Jaw cee I)rtl : . tA2.I4 glued 61Cayit ie334)Iiiwl6)346 teoa•Swtlwal Tea It.}a1' ATI.t0511.41.31 SIn.ct...al Te.1 Itep ,111.0101 01.9711 v • - % I Vtalwe la tir.Vitrl 4 • �01a10a Ca.s.6b.i • ;...1004.49•403. a 1 P3) � M.C. It 1110020 06 r 0 1 0� M1Sp 11,841 M1911t�71 0 r1 3.1101 HUNG COMPARATIVE ANALYSIS 3401(7)4 33 003003 901 101 same 0I* 0013600 et al 1• 011W1 tat tr �0.9t uxrvatl taz tiarLa � • / rs 1/q/11 a A 1 Waist, 331dIb t Window Ileiphl(Incbc/) 34.000 25.000 12.000 31.000 13.000 36.000 17.175. .(0.000 41!100 11000 •9.611 5.3.000 333.14.0 5.7.1100 60.002 67.100 64.000 61.014 71.000 7.1.101 44 ) 11.115 69 ) (9 )3 69.3) 60_11 61 31 61.33 69.33 69.1) 69 33 69 31 60)1 61_11 69 33 6113 69.33 69.33 49 31 69.33 09,33 69.33 .49 13 • 69 33 6933 34.000 69.33 24 )1 69. 41..13 (e) 53 40.11 6013 69.11 60 11 6113 69.51 19.)) 69.33 69 73 69_13 19.33 35.300 69.33 69.33 60 33 4933 49.33 49,11 69 31 69 33 60.33 69 31 69.33 33 61.3 UP 33 69_13 49.3) 69 31 60.31 69 31 09.3'. 30.000 IA 31 IA 11 41.31_ 61.33 613.3 61 1 69 33 49 33 6011 19.3) 4911 _69 40.3.1 69 (•0 33 6911 (.9. .1) c 33 64 13 60.3 41.33 1•.1100 61.3) 61)] 69_1) , 60 33 6•)11 603.1 6 %11 69_13 60 31 6911 00 31 ( 49.13 09.33 44.31 6.133 IJI 13 69 1, 49.33 61.13 )).000 693) (el )3 4.11■ 6733 1115\ 473.1 69 40.13 4933 6011 60.33 0.33 69.33 41.11 61.13 69 33 49 33 4 1 -33 6933 41.11 (05 53 6.113 (11 31 )LA4l0 6953 611 413.1 ' 47.1) 1011 (11_3 69.3 613.1 6•1.13 69 36 6 .3)69.3) 69 31 60.33 69 )3 49.33 69 3.1 69.33 (13.33 .11.0810 1913 (2).13 69.33 61. )3 10 3.1 49..3) 6911 69 33 67 33. le 1) (.9 33 6111 69 31 40.,13 69.3) 6133 1953 69.1) 09.13 61.13 69.3.3 19.11 69 31 44.010) 49)3 69.33 61 )3 61.11 (11 31 11133 61 3) 603 6011 4/2.1 (911 10..0 6111 6113 4933 49.1.1 110(10 491) 6133 4933 es '.%) 611) 69)1 61.11 0.13 41.3) 69.51 4033 49..13 49.13 4933 6935 69 3) 61.5.3 615 1 43111 4737 30.0011 49.13 1433 613) 69)3 1913 49.33 6 9.31 61.31 6933 (.41) 69 33 69.33 49 3. 491) 6953 00.» 43)7 4430 61.35 6343 31.125 4931 61 .33 4933 49.33 63.31 41.33 0033 4931 69,3.1 60.33 49.3) 69_13 67.01 64.31 6301 64.111 6.310 01.3) 60 51 6000 IAW.I• C01%31316 1111\II*6150.6•1 !1.(114.301 \1; e•. 1 {�il\ LW NoNt tA•1gQM . 0'1(11721170 ' 0!4( ►0.144•.. •••■. ... 1 .4. um" LL 5 0401411 , O.( .7).t. .o 1 MS • /Apw(0lZ1 , 1.11 �•'r M`(A� \I I \.I wean . • .4 0 0 a LA a t Comparative Anat)sis(Posithe Loads) Tad, 3A I'b14316'111101t301Wnl Palihi Dnl(.1aa51I 17451JS0C0e W44( YM13 1ylh644)• WTolpecdawlAlASissgIL IA Reiss 6eea•ent N00- S1na1111a1 Tett Report .611.40314.01.11 5..60.111 Te*, Itcpn1 AT 0101:01.910 Conii)rl•til•c Anatysis(Negntive l,nnlls) Takle PA -I1 Slagle 11.61 33164.4 5g ad16 11 1034 I34111d o. Cesseralite Analysis 6 I 106 T towel d ► 11 5.1 e.1i2 25.1 I6.14(1 6.1.1 11.0••Slnctlrat 17 7/261.( A11.5051401.93 Suulaal TIn1 RepAll .\71.0101.03.970 111.11.+• • 1191114.40 1leig11)(inches) Math 21.101 LIMN 30144 31.0110 )40 t3 1'JI00 131100 13.0011 19.615 13.000 11.115 •12040 •130.041 •120.00 •120,00 •13040 •17•40 •1!0.00 •111103 •12000 . 1)0411 •13000 .120043 .136140 .12040 43000 •1)700 .3)000 •13000 - 170.00 •131100 •120.00 •10000 .1 MAXI -12000 •13000 •170.011 •12000 420.00 •1_`041 •173 31400 42040 15.00 •13010 10.000 •124 )0.066 •130.00 13.000 .179.90 • 170.4 •120.00 •120.00 1 )0.00 .1)4.00 •12000 .110.00 .170.00 -110.00 •12001 .12000 •1200(3 W •1)0.00 •170 •90.00 • 120 (7) •170.00 • 120.00 • 120.00 -13000 5.+•5114 • 1101111 - 170.00 • 130 O0 •1)0.10 •170.01) . 13 . 120.90 11.0110 -1 • 120. • ( 70.20 60.110U 41.040 45.0011 43.000 - (?3110 •130.10 - 130.04 •120.11) •13!00 •110.31 •12000 •120.101 470.00 •120.00 •(20.00 •12000 • 170.00 . 120.041 •170.00 420.00 •110.00 •120.00 •(7000 •120.00 - 120.00 420.00 33.04 •1117(10 •17000 .11000 .130.00 43000 •17001 •170.04 •12010 •170.03 .120.00 •170.110 •12000 .170.00 .120 00 •110.00 •1)0.00 •00.00 - 170.00 36.006 •120.00 .1311 .12040 .130.00 •13000 .110 U0 .11000 •121101) .120.00 .120 •170.00 •120.00 •130.40 •120.00 450.00 420.00 •(3000 .170.00 .10.0011 -11000 •140.00 .11400 .12000 .110.00 •130.01 •120.00 •170.00 .12010 .130.011 •13000 •170.00 .12020 .170.00 .110.00 - 120.00 - 120.U0 •120.00 41.000 .110.00 - 12 -1)000 •3.`0.00 •1)0.00.1!1100 -12000 .1)0.00 •120.1/) •I)O.WI •13000.170.00 .113.44 •1 14.40 -11313 •11! 01 •1113.94 •10&0 43.000 -12000 .11000 •12000 - 130.00 •11000 •1 30.101 470.00 -12003 .113.31 413.40 •111.61 •103.11 .101.32 .103.06 •(0003 .93.29 -96.11 .93.13 50.000 •110.00.1)0.00 •120.00 •130.116 .110.00 •130.01 .119.61 •116.12 •111.11 •1116.61 .101.00 •10746 .4.79 .97.20 •94.32 42.60 .91.02 •13 .36 31.11E -13000 •1)0.03 .17010 •1)400 •11917 .113.76 .111.01 .141.12 401'9 • .91 36 41.31 .90.16 49.09 -36.13 -33.3) .11.13 .2307 rarD. o•D Owe ay. MOM. 71.1100 •120 401 •(2000 • MAN 13.111 -120.00 • 120.01 •12006 -I 111. • 130.10 • 12000 • 1:0.40 • 120.00 • 17014 • 114.61 - 102.)5 .90.11 .13.46 .10.42 • 110.00 .110.00 .113,(2 .101.31 19 11.1 .31.111 ;39.00 �Winni Winnings p AAmerican I to Mew. ti• 04«4 ••- 6161...61.6466.14616.141.....6161.66, ania.•g.3i.eai4.a (1.4..ith u.GOWIY (•e withal dµ34.( 1 4.17:41 e1 mum 11.17 11 010 u� t1� ��1' ' ' j J � .� " ' • 1I - IJ�lL(JeL47ftA4;. t •:1: • :66 66 •401 :3114\ (14 IMAM 4.1 0161 73.17+.11 Li93:1112Oda Itlit Erse✓ 1..0. Set 010030 =004 t1,G 30323 Stull wI.. 110111. 33313 (490)0 1 -4350 M•1• • el PA•14 SINGLE HUNG COMPARATIVE ANALYSIS ... 111SIN .....a.. -- -- i.....6.... /26. l'""`'JL"" A Mallow 11 10*11 \90116670 (k fht(Iatht3) 11.000 35.000 2M000 *000 31.000 36.000 37173 40.1100 .13000 .13091) 44.000 10.000 19.613 31.000 33.300 •1`900 - 110.00 37.001 60.000 61.000 64.000 63.000 71.000 74.111 11.12. 6931 613) 6911 6133 69.31 49)) 69.33 69)3 69.33 693) 69.33 6933 69)3 6933 69.3) 69.33 6913 69.31 6113 69.33 24.000 61.71 6913 41.33 69.33 6113 69.1) 69.33 69.33 6913 69)3 69.33 61.33 6911 (9.3) 6133 69.33 69.33 69.33 69.33 69.33 25.300 6911 69.33 6913 69.)) 61.11 4913 69.3) 6913 69.33 4133 69.31 69.33 69.33 6933 69.13 - 6 9 3 3 •0)017) 6033 49.13 6937- 67.33- 31000 6913 6933 69.3) 6913 61.11 6.33 6933 6911 49.33 6933 69.33 61.33 69.33 693) 6113 6913 69.33 69.3) 69J3 69.31 30.000 69.)) 691) 6911 6933 67.33 69.3) 6 9J) 6913 69.33 69.3) 6941 69.33 69.33 6)3) 61.33 69.13 6913 69.3) 69.3) 6933 31.000 69.33 69.33 69.33 69.13 6941 6933 69)3 69.13 69.13 61_11 69.31 49 31 69.33 6931 6911 6933 6913 69.33 6943 6933 36.000 69.33 6911 69.3) 61.33 69.3) 49.33 69.33 69J3 69.3) 6933 6) 3) 694) 69.3) 6933 69)1 69.)) 69.33 69.)) 6031 6913 40.000 693) Iss�s 69)) 49.33 69.71 691) 69.3.) rt 01 69.31 69.31 60)3 60.33 69.33 69)) 6933 013'013 .10.14 6131 69.53 61.33 6013 6941 491) 49.» 41.000 69.3) (9.)1 69.3) 69.3) 6931 6931 69.33 6913 69)1 6931 6931 69)) 69.31 (9.)) 69)) 69 U 69.13 61.13 4 1.000 69.31 (.93) 49)3 69.17 4933 60.33 69.3.1 (.9)) (1)7 ' 6933 6931 6113 6911 6931 61.01 OM 06.000 6931 (91) 41.7) 69 M 6931 693.1 6933 49 3) 69.33 OM 69M 49.31 61.3.) 6137 66.30 _ 6121 61.63 52.125 _ 69.M (9 3) 61.51 49.)) 69.31 69M OM 693) 6237 67.M__6611 63.0) 6161 63.10 61.51 60.31_6060 \106.0 N 10111 N Indo5) lkjhl(Irtllt s) 14.006 13.000 11.090 10160 33.0131 34.000 .13000 .110.00 31.373 .73000 •1)000 40.1100 .13000 .13091) 11.000 .1 1000 .120.00 43.000 .1)0.00.110.00 .1)0410 11.413 .1!060.1 31.040 .11000 ?069 33.300 •1`900 - 110.00 31.000 •1:0171 .1)0.00 40.600 .120.00 •130.00 .3)000 6).000 •110.00 •1)000 .110.711 61.001 420.00 •130.00 .13000 63.000 •130.00 .3)011) .130491 71.1100 •33000 .130.01 -130 CO 73.117 .1)0.00 .12000 -120 00 14.113 41.000 .110)10.1)61 :50.00 .1!000 •110.4).1)090 4`000 .3)000 144100 .12010 33.500 0 •1200 .1!900 .11040 .11000 .31000 .1000 •12 )100 .I30.oll .flu .7`.000 .130.00 -12um •1:014 •130.09 10.000 .33•131 .13001 .0077. •1!000 419116 .110.00 .1!0181 .111100 .110.00 .110 on .1311.69 •73)1• •1)040 42010 .13900 .130171 .130.00 .02014) 41661 -11311 40).10 20.919 •73014 .7,4700 43901 •1`000.131110 4)1300 "Moo .11900 .(301 .1)11 .129 on -091.01 .111190 .n090.139W1 •0)017) -11000 424 WI •13001 .1)694 .11831 .11511 .11109 .11611 )1.1300 j01*0 •171,1r1 •1y141 .136147 .1`111x1 .1)0.1x1 .170.613 •700110 .11461 .11141 .310.91 .0)30 .7 .9 ?I7 .441411 490.))_ .1112114 4)11 .01.11 .3109 .9)03 .3109 .1)000.110.0) - 13900 •1)09.1.1!000 •It0.00 •1 ?0 nu •11901 .f12.51 .141.44 •101.7.1 - 10101 040.13 4130 40.001 . 130(47 11491. 13044 .114.61 .11340 .11141 .10113 .10316 .1111 •13.11 - 9 -x71) -33 .1117 314; .7) 11 4.)32 .3134)5 .700) .41.11 .7x91 41.33 .11.41 .7301 6.631 .33 f4 .7)90 4.1.01 .11.11 .0.00 - 56.I? 41.000 111000 .11r3 14 -9130 .101.31 •9 •1132191 - 39)2 •161121 -01.61 .93.70 .0111 413.14 .31 13 -VI 39 -7494 4(..31 - 1401 4534 .3306 •(.115 .3735 .30111 .31171 .71741 .77.3! .73.96 •111141 •4310 4431, 4410 0r.940 .4.121 •77.1,4 .31.11 41.63 •7'1(6 .73.31 .7.1.76 71 f% .9.1.1 40. bl .10.14 -4101 44 .71 .1.01.75 .13.11 •4137 .31 09 .33.16 .31.31 .31 »3 32_77, .0.11 .71.21 .039 .74.°1 4143 •1119 .31141 •4.5111 -r%la ..319 . (070.1 •1789 . (4 51 . 341.3 .4116 •53.15 .33.53'.91:' •P1.26 .50.00 :.M.r....• M. WM/.../Y 8 nnint 1 1.3111.:• 4 :I.5 %\ 9111 811A11101 51.).9115\11%1: Pan Amok 1 l l•.• AVAI'A1111 Ml\I. ►A•I q1c.../ 3 ri.t 1 turotni 9.0?.) 1 1 71, 14•a01 ' 3fU n61 32 CI, ►A•14K ►A.I.ng4,. •� 14.14 ti. 4 e,OI .. 14144 4.4119.1.1 ••••.. ..• . PA SING 3 0101.r A%4(AIGI MINE .A.1 *UI �n .. 1111)'1:• .03.%1:11111 311.%0 _ ►A•IUK' -14 •«. 11. n 1 lfh( 1 0 • • • A 01 d O 01 • � Counpatathe Analysls(Positive Loads) Tired M !.0.1131.01. Ibng "11d.9 T 6/Idt. D1410a 111361 imam Cinpanthu An)IpsIs 9160 OSII Itll in010e1 ,. Nc..•31411uralTt31 Report: .07110114.01.91 9turtmOl7tu Re tot AITl 11166% 1111i A Conlparnlive Anatysis(Negntive Lon Is) Toile 411 rA•11 SIagI.IIa00111,. $,g Ohs Lad, WIN 06 Cunpwahvt.0031)'14 30th 030 1A 7 severed NM- S10000411ea IIfpd.I' Al 01.91 311wtilyd Test Ilryuwl Al 1'1.11(610 1 4 4■41 Mower 7 w.•..o61.1.:3n11.0..l•41venM . en C.0Nrs•es400 () 4 ,bworob .re .Jr b0*111R)efpubs . R• u :sat .9 Oumot 010 1.2 4're tt9N M Un.60n .5K el_ 11 01(3(3 S.• rim 1 - 311. C ?. 17O .'7:111 90161 :wl re* ucii:Wean- /f /!t ‘p/is/ PGA 6300311 /ens um. 1117••• 9. ' Mlend.116/100 33163 .0► (303)9)1..0330 .►10071).• ...N... �' 611 00.14 C71P001S 9 ♦• Il LE HUNG COMPARATIVE ANAI.YSIS;Cr Z . F V • 1 *Sift) 189 SOC:MOVA 991440 16h 31..06 13610 61.000 3.111 31.111 0000 \\ 371)) Ikl 10.100 hl 14e 11.000 1/1700 • 19.6)) 3111130 33300 373100 40.600 61.00 3.IIS 6935 000 49.)) 69)) 01) 69.3) 6911 69.)) 6013 60,31 1133 61.33 00 6933 611! 011 1.000 031 0913 691) 613) 69.11 o.» OM 6911 0,11 OM 60.1) 011 61.13 0.11 E 35 0- 49 013 69.3- 07.73 6911 6111 610 61.3) 1013 (9.3) 9.1) . 11.11 . 69.0 111) 0 3 6011 E O» 4" 49•) (93) 033 6933 610 69,)3 611) 0.)) 690 0.1) 011 N.)) 6111 693) 691) 693) 013 03) 69.) 69.0 41.11 4031 611! 6933 0 )) 49.11 0.11 69.31 013 69.)1 1.000 00 110 610 69W 44.)) 11.3) 69.3) 031 00 693) 60» 0.0 003) 44» 6111 6731 6,0011 1113 033 0073 690 6913 47.)) 69.11 60.31 49.11 6 (.113 49.13 69.)1 69.)3 4•).» 69 31 ,.1 911•6... Window Ik1;hgYrcln9 qi M ION Mel 111000 3/.011 3100 MAO 111 31.37! 11.113 0)) 0111 093) 0.» 0.33 1133 6931 21.011 at 3J 69 )) 491) /911 033 693) 40.H ).1100 it.» 69.)) 6t ?) 41.» 0.» 01)1 690 .9100 693) 01.31 69 ?) 6933 11.3 1131 NJ) 3..000 0.33 033 0.)) 6911 693) 411) 6913 3).60 0.)) 011 6933 N7) 44.0 44.0 ) 00 31.000 69.31 0.11 (11.1) _011 - 0.)) 011 030 111.6... w \11nd.$k 00 13 ►t 000 \*16111 19000 31.000 31.10 ,1900 3!.011 36.000 3737) 11.113 •111),00 �+•,{ + fi r{. :7 I 7 Y � • - , • � 111:ZZ r C UAW) •I\) • YGf. 1�,t{iaWi.i =Y ia,f../y•••••yyL�1 ).1146 •1h .1 •i1 M 1/04 •134 at :Ira 011 � •1!1 30 .12041 .1711 .441 14 11 t Ein )2,011 •lbta .1!101 .11114! •Int • ® .1 01 731 .71 +.1001 .111t •MII -'1.11 .3.1 •0!1t .7 .11 Wile 4c4 111.6... w \11nd.$k 00 13 ►t 000 \*16111 19000 31.000 31.10 ,1900 3!.011 36.000 3737) 11.113 •111),00 �+•,{ + fi r{. :7 I 7 Y � • - , • � 111:ZZ r C UAW) •I\) • YGf. 1�,t{iaWi.i =Y ia,f../y•••••yyL�1 ).1146 •1h .1 •i1 M 1/04 •134 at :Ira 011 � •1!1 30 .12041 .1711 .441 14 11 t Ein )2,011 •lbta .1!101 .11114! •Int • ® .1 01 731 .71 +.1001 .111t •MII -'1.11 .3.1 •0!1t .7 .11 Wile 4c4 MINA: Cie 1)11. 011.010911.t0 .8 st 1:101 191•1: 1'. 1 1, I.•A•2 :1: \11 1.1.1 YA• *NK' +1 7 VW ISIRI 1111 1 K1)11 5 .9•111)( 7.1 1 .V14 1E3000 slot. 94.1.14:••. � t 43111.1 . 7)9190ED - 003( IA.11U(..1 ) Mu Us AW11AI.711 0.0.•1( 5A•lID(.e. • ; f�a/Y AV+4Allti Wu. 049.01 :4. m Vi1 %rind.w IkIht(Inthe*) \1641 IL.O. 13A14 ),1.000 30.100 11.0.0 30.00. 77.3)) 10.000 11.0•0 le 000 41.01) 33.040 31.10. 07.01.1 64.000 6)900 • 1.114 20.01 416.00 .111.00 .11004 •)20.60 .1)000 •1!0.00 - IN DJ . 139.00 .134!9 .1!6.00 •l)000.11600 to .111)00 1.000 .126.00 •110.00 •120.00 .I $3.174.00.110 •1)1.00 •1!0.170 .1)0 00 .11371 B6 .107,1) •10061' .1).16 .1 :.7) .6911 ).301 •120.01 •110.00 .110.00 .11000 •174.00 .1)000 •110.00.130.00 •1)0.00 . 109.90 .14470 •100.7) -71.91 .9t. :3 •04.)1 .01,40 .MO _.1:0.11 •120.00 •170.00 .111.00 .110.00 •120x, •131)0.) •170.00 •))13 .90.11: .9344 -90.611 41 1) .17.14 •77.73 .7107 31.014 •17900.1300 4005 .114.00 .1710 •130..0 •111.91 .10073 .71.60 .4111 •01.13 - 7310 ..76 07 .7200 .47 10 31.0 .,3•.W 00 .110. .110.00 •IMane .11.90.117.31 .11) 41 .101.7: .1).11 .N fl .07.46 •71,19 .7!19 .)u13 •47.91 4.1.71 36.000 •12090 .1300 .111.00 •11)90 •101.01 .9011 .90.10 .11 0.1. .1) 0t .71 .7! 80 •6.9.7.: 4101 4.7.4. .»91 .)1.90 -I O • Comparative Ansiysis(Posilive Loads) il11iM PA•11 f1.4.11..0N1Nw PHId.e 11*4O1 0. 11)).016. C.�.rrh9 Arlj.k rill Ds0 1.P 9400,44 1�u. .I T.i11 g wltATLNf1l01M• •. Sb *.tv. .I 3ITeRrywr131T1!166101M1�a Cornparat ve Analysis(Ncgative Loads) 701.56 PA.l1 Slagle Han 10.1. Keith. Dr ,lt. Iaa1t ss 0.1.4 1 Cs.., MrAa.�•fll.N DSO 1 Arr.Md 9110.4.40.4.17 '1 R. own ATLM)11.11.91 Somets rJl l e.t R. 4IT U 1461 Vw. 1* 7/ 6 r... . . 1. M\ . yM...M L1w U .jtI. .ywaitr (A«. l S 1►.6q «9060/ • Comparative Anolysis(Positirc Loads) 7.110 6191 `A.I151 1e 11.010706/. 1'.M6.. 'Pulp Ludo 011(1 /i ('Oh4arr1.0 Away I'I 30. "9.0.0.111 3:04-300.90,13 30. "11 K6.- 31..)1611 Tat Repeat MT1)16029 Smd .n1 Ta.i R1MTtlI 61014i1 Comparative Annlysis(Negative Loads) 'rat/001 1:1•11 Sleet Slog \11.6..1 141.11*dnip L 0. 11:1)11 n1 Calpaai •o And! Al SSO sse s33 9.00.91 1n.►•3a...1.4 T..1 Rgnc 117016039 Sm.o.4 iM R.Y1.t OI TI OIMI OIl.il r •....i• Y r •- ,(9.9•11.9 ._ r..- CNMI ..r.. M 1 } .,....... ir P a ulfnps PA I i : Amorican 1 mr.r.s 61 crowd b as re 81.11�M M0 aerial Is mg: , x. 1.9•. 1 / . . 43 03.0.3 9'64 011041/111 Attnam 14.9:k P.O. Um 60030 H. .. ,1 1•011 mi. Mal 400..1 ` 6R1ntt. Molds 33140.". relsoamd a.* PA - 14 SINGLE HUNG COMPARATIVE ANALYSIS I""""" 1r,- 14tic•moir".." m Vi1 %rind.w IkIht(Inthe*) \1641 IL.O. 13A14 ),1.000 30.100 11.0.0 30.00. 77.3)) 10.000 11.0•0 le 000 41.01) 33.040 31.10. 07.01.1 64.000 6)900 • 1.114 20.01 416.00 .111.00 .11004 •)20.60 .1)000 •1!0.00 - IN DJ . 139.00 .134!9 .1!6.00 •l)000.11600 to .111)00 1.000 .126.00 •110.00 •120.00 .I $3.174.00.110 •1)1.00 •1!0.170 .1)0 00 .11371 B6 .107,1) •10061' .1).16 .1 :.7) .6911 ).301 •120.01 •110.00 .110.00 .11000 •174.00 .1)000 •110.00.130.00 •1)0.00 . 109.90 .14470 •100.7) -71.91 .9t. :3 •04.)1 .01,40 .MO _.1:0.11 •120.00 •170.00 .111.00 .110.00 •120x, •131)0.) •170.00 •))13 .90.11: .9344 -90.611 41 1) .17.14 •77.73 .7107 31.014 •17900.1300 4005 .114.00 .1710 •130..0 •111.91 .10073 .71.60 .4111 •01.13 - 7310 ..76 07 .7200 .47 10 31.0 .,3•.W 00 .110. .110.00 •IMane .11.90.117.31 .11) 41 .101.7: .1).11 .N fl .07.46 •71,19 .7!19 .)u13 •47.91 4.1.71 36.000 •12090 .1300 .111.00 •11)90 •101.01 .9011 .90.10 .11 0.1. .1) 0t .71 .7! 80 •6.9.7.: 4101 4.7.4. .»91 .)1.90 -I O • Comparative Ansiysis(Posilive Loads) il11iM PA•11 f1.4.11..0N1Nw PHId.e 11*4O1 0. 11)).016. C.�.rrh9 Arlj.k rill Ds0 1.P 9400,44 1�u. .I T.i11 g wltATLNf1l01M• •. Sb *.tv. .I 3ITeRrywr131T1!166101M1�a Cornparat ve Analysis(Ncgative Loads) 701.56 PA.l1 Slagle Han 10.1. Keith. Dr ,lt. Iaa1t ss 0.1.4 1 Cs.., MrAa.�•fll.N DSO 1 Arr.Md 9110.4.40.4.17 '1 R. own ATLM)11.11.91 Somets rJl l e.t R. 4IT U 1461 Vw. 1* 7/ 6 r... . . 1. M\ . yM...M L1w U .jtI. .ywaitr (A«. l S 1►.6q «9060/ • Comparative Anolysis(Positirc Loads) 7.110 6191 `A.I151 1e 11.010706/. 1'.M6.. 'Pulp Ludo 011(1 /i ('Oh4arr1.0 Away I'I 30. "9.0.0.111 3:04-300.90,13 30. "11 K6.- 31..)1611 Tat Repeat MT1)16029 Smd .n1 Ta.i R1MTtlI 61014i1 Comparative Annlysis(Negative Loads) 'rat/001 1:1•11 Sleet Slog \11.6..1 141.11*dnip L 0. 11:1)11 n1 Calpaai •o And! Al SSO sse s33 9.00.91 1n.►•3a...1.4 T..1 Rgnc 117016039 Sm.o.4 iM R.Y1.t OI TI OIMI OIl.il r •....i• Y r •- ,(9.9•11.9 ._ r..- CNMI ..r.. M 1 } .,....... ir P a ulfnps PA I i : Amorican 1 mr.r.s 61 crowd b as re 81.11�M M0 aerial Is mg: , x. 1.9•. 1 / . . 43 03.0.3 9'64 011041/111 Attnam 14.9:k P.O. Um 60030 H. .. ,1 1•011 mi. Mal 400..1 ` 6R1ntt. Molds 33140.". relsoamd a.* PA - 14 SINGLE HUNG COMPARATIVE ANALYSIS I""""" 1r,- 14tic•moir".." -I O • Comparative Ansiysis(Posilive Loads) il11iM PA•11 f1.4.11..0N1Nw PHId.e 11*4O1 0. 11)).016. C.�.rrh9 Arlj.k rill Ds0 1.P 9400,44 1�u. .I T.i11 g wltATLNf1l01M• •. Sb *.tv. .I 3ITeRrywr131T1!166101M1�a Cornparat ve Analysis(Ncgative Loads) 701.56 PA.l1 Slagle Han 10.1. Keith. Dr ,lt. Iaa1t ss 0.1.4 1 Cs.., MrAa.�•fll.N DSO 1 Arr.Md 9110.4.40.4.17 '1 R. own ATLM)11.11.91 Somets rJl l e.t R. 4IT U 1461 Vw. 1* 7/ 6 r... . . 1. M\ . yM...M L1w U .jtI. .ywaitr (A«. l S 1►.6q «9060/ • Comparative Anolysis(Positirc Loads) 7.110 6191 `A.I151 1e 11.010706/. 1'.M6.. 'Pulp Ludo 011(1 /i ('Oh4arr1.0 Away I'I 30. "9.0.0.111 3:04-300.90,13 30. "11 K6.- 31..)1611 Tat Repeat MT1)16029 Smd .n1 Ta.i R1MTtlI 61014i1 Comparative Annlysis(Negative Loads) 'rat/001 1:1•11 Sleet Slog \11.6..1 141.11*dnip L 0. 11:1)11 n1 Calpaai •o And! Al SSO sse s33 9.00.91 1n.►•3a...1.4 T..1 Rgnc 117016039 Sm.o.4 iM R.Y1.t OI TI OIMI OIl.il r •....i• Y r •- ,(9.9•11.9 ._ r..- CNMI ..r.. M 1 } .,....... ir P a ulfnps PA I i : Amorican 1 mr.r.s 61 crowd b as re 81.11�M M0 aerial Is mg: , x. 1.9•. 1 / . . 43 03.0.3 9'64 011041/111 Attnam 14.9:k P.O. Um 60030 H. .. ,1 1•011 mi. Mal 400..1 ` 6R1ntt. Molds 33140.". relsoamd a.* PA - 14 SINGLE HUNG COMPARATIVE ANALYSIS I""""" 1r,- 14tic•moir".." Acceptance No.:99- 0318.03 Expires:10 /10/2002 PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville FL 32226 MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 1 40 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130.1563 905) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372.6339 20 ga. Galvanized Steel Storm Panels Shutter/ under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 07 /01/1999 10 „,z40, rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Offio e Internet mail address: postmaster @buildingcodeonline.com Homepuge: http: / /www.buildingcodeonline.com Southeastern Metal Manufacturine Co., Inc. APPROVED ACCEPTANCE No.: 99- 0318.03 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUL 0 1 1999 10/10/2002 1. SCOPE This renews the Notice of Acceptance No. 97- 0805.01, which was issued on December 1, 1997. It approves a 20 Gauge Galvanized Steel Storm Panels Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This 20 Gauge Galvanized Steel Storm Panels Shutter and its co'':nponents shall be constructed in strict compliance with the following documents: Drawing No. 96- 20GA01, titled "20 Gauge Galvanized Storm Panel System ", prepared by Dole J. Kelley, P.E., dated October 17, 1997, last revision #2 dated October 7, 1997, sheets 1 and 2 of 2, bearing the Miami -Dade County Product Control Approval and Renewal stamps with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 Gauge Galvanized Steel Storm Panels Shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1/ 4 / Helmy A6 akar, P.E. - Product Control Examiner Product Control Division 2 of 3 Southeastern Metal Manufacturing go., Inc. ACCEPTANCE No. : - 99- 0318.03 APPROVED J U 1 0 1 1939 EXPIRES 10/10/2002 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affe.ting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies; shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section this Acceptance' shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptancc consists of pages I, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. akar, P.E. - Product Control Examiner Product Control Division 3 of 3 6 ' 17/6 4n') 15.375 13 COVERACC 6 112• 1 7/6' I I • 0.111 A l I , 4429' I I ago R --•1 I.-1 7/B 3 1/4 sir 11 .0 11.1•) 1 1.373 . Kt. pi TYPICAL 20 GA GALVANIZED PANEL . T 1 W © ALUMINUM HEADER CHANNEL DETAIL �-- 2.000• -� O $TUD ANGLE _ta . 1. 411 00rW4 • KIM, 4 .c00.00M 41 04 1411 80100 4AMK 011 . MPH COMM. MI 04 1101•1•0010 Darn (4141 • 0404 M K(0S4 KIP MOM 0411.11401 twat • (W I • •0m004.Q 410 AM 7.r 144141 KIM WM rr "WPM .wt 0040 tw•IC.1Kr. L KIM II M 14114(0 (L0ilr1 04/00100 Ie 4 t . 11001 011•1.14 0/14•40 441 K 003-0. 01.11 ♦ 1••1 mama 1011 K 11.0 ,• v at (Mv 04 FMK 411 01101040011.4 7(R Ora 114 COL K WOK /1170.117M a 10.110021001 1ML ne 8 4.41IK• 04 a: 4• MK 111011 MAW C0.10a MIOORe • M 140 4114.14 1•10• 011 ®f. NMOMO 710.3 401 01141 scan 000 s•04 mud •1 M•fr 110.401 at (40n W MM. • AM 4411 10 44415 441 K 0/100001• r 1114(11 00(1 •01 • 44.4.1 00 . 33 00 • •■••■ /I07C0141 MR• KIM 0K 04 4.1/•1114) KM IMMIM 01 40R44U 10 K 040 • 111141 ROM • 110 • 11•11110045 441. wattle 4840 11 03 000 (40144 40005,. 00(07 4.41 K 40150 101004140! 041 0M40 .1. • 04 MKS 14 4401501011 1.010 M50 5044101 04 11045,1) 1101050 04. 040 M 14 WON S(•RO M MEMO* 5114 r •00141.4 *NOW Corn 11010[01 101. VOL FM KM • MOM 0C Rtt KM! M M 10•4 4MI411/ 411411K MOM • •r 16.04 • -71) .125 J_ T 1/.• i 1n . 0.0. (A• -4 ••0101 KM[0 1111 41••• Irt 44• SILL 1 • • 66' Sal 750 s .300' 0/5 (11404 51110 J I . 1,000' :.o0 o ®PATIO SILL DETAIL 66 SILL 7/8 t 1/16 surd (rrNIG L) ./4 / s0(4µ1 . 0 2.10• -4 f- 13.00 -4-- 13.00•x- 13.00 --4 + s. o } s.5o• +s.5o moon moon 2.00•-4 1'--- 1300• ---+- 13.00 13.00 I3Crr --4 8 AK110RS sr GILL 1 • • I. sao• 4 s.w } s.so } s.,o 4 s.so• 4 s.w• } .x•.I moons I.so•� 1--- 13.0o -4- 13.00 -4- •�- I).W-.4- 13.00• -� U 501 I • • • • • 1.00 s.so 4 L10 } s.so• 4 ..W 4 s. o 4 1.30 ss0' 4 ANCHORS CHORS 13 1 � 1 � - BY 1.00' -� f--• .00' -}- 1].00' -}-- 13.00' --- 1] - .00'T 13.00' -4- 13.00"-i 1].011' � FRO • •r B1' SILL I • • • • • • • • • . • • - 1 - MALMO CODECOMPLIM•CEOf'CE F 1.30 1.14 1.504 s.s0 0.W+ 1.5011.50 114 .•} 1.30 } 4.50 1.00'4 13 000(00 STUD ANGLE SILL LAYOUT 1 I 2 3 1 4 HEADER CHANNEL LAYOUT f //• SAL 3 1/4 p6 1/7:(.6 l/2 1/2 6 1/2• 6 1/2« 7i6���r 1 a I I I 1 56' Sal II ANCHORS 10 ANCHORS 12 ANCHORS H01( L00(00 • 7/11 00003 001L 101(0 • ( STUD 1 I I I I ' 0 I a�, • + ,,.._� 11,11 �_ •p.r. 1111 Note: Reinforced ponels w:lh tlilch bolls and spring 4131 of mid - span secure al each lop pint. r 1111..•• bB_ 85' PRODUCT RENEWED ACCETTANC2:Na -DS / 5. 0 3 DMRATION 1 ATE 1 • 002. APPROVID AS COMPLYING WITH Off SOUTH FLORIDA BUtLD:tx. COOL 13 DA1 BY PROM 180( DIVS.0I1 BUILDING COOL COMPLIANCE OfHcI ACCLnN+CC NO 91-6805.01 %woad • 1••••• t+ r - 414 Y1. 44. 6144/1.. 111/1. Flr� 5CUIXASIUN ARKS Arfa 410. 6:. 20 1Z COLVNJtCD 5101DA 5152 M /•�� 011. N kccves tr. en ✓ MOM /Y 1 OF 2 0 t SINNOre Widen O WALL MOUNT SECTION (DIRECT MOUNT SYSTEM' N.T.S • PreMB Nor m Wµ1 Or TM 1/•'•2• De. ►.M W.1, WSgr1r S.N •/l 1/4' 0•.. •••••• 1 Westwood - i1 it 51.0 Sp•q Mot 1 N6• Need Deft 1'41/4720 116.1 C -n M.e•r 1/•'1 W... Lq Sa.. 1 I/2' •1.A CIM•■••••1 SI•M SMM TM 1'.1/• Wed e.M1•41 •/1'.1/4' /20 Nn Seed Silt © 1 S r I .. • • • : • • . •. 1 N.T.S 1..01.4 S4.•tr• .1114 S4v.M. . km.," eel 1 a P.MLLIELAILELALVL 1/.• MAIL Weed 11.1 • F M Om r 0•r 1'.'.0.175• 2'.r' .0.175' A..w. T.• r 7•.•' ►.1, 10••6..1 Shod r•••••• • 13' e.. • 2•..' P.T. W.6. 11.• r•••• • 21' ..e. 1'.1/'/70 N•• N•■ 11e1 1'•I/4'/70 1..1 C•-.• MOM/ 1/.'SI• Si.. Sf_ 1 /4•31' eel omr SM•M MI 1'•1/4'/70 Red C•-•1 Anther 2 S /B' . +.2� I'•� J 0 O ANQF 10 WAL Or TA• ►ANtI TO Amti 1A. © NEADFR / STUDDED ANGLE MOUNT SYSTEM N.T.S 0 0 1/4'• wow t.. Sato 1 1/2' Wk IM•••••1 7 I /•'6 4 I/7• S••• • 7e 1.t. 31• .11 2/ .•.I..L, F CN.Ir 31 5I•33 •11•5 OEt•4. WA. M USE0 AT 10. OR BOTTOM Or 'ANUS WAIL MOUNT SECTION (BOTTOMI N.T.S DY E.:.14• ODUCT TOOL 01 'ION N' Sid• I/ kw" 4. .4" III• Doll SI..sI1•. �\ WILDING CODECOM 4 ... 0fl t 1/•' WAIZ 1 d 7S/. A p Ow 8 ..If I 76.14• 51391'-6 AruAr t0 WAIT 071M. ANCNOR Sc•EOULE SHIN. 2' EDGE OISTANCE) • • .•0• 1 1 • 044 04.0 1/4 Kr MM Ipl IS Dow on I lir 4/us on .... 1.•.330•1 1 l*_, 100.1•10 .1R • ' Y•. /' C. • MKIK• •.R• •l • .�1• 10.04•11 •.s. . /l lien•04 6011 •• A.1011 Al u U IS •1 ANC4011 S0ItOULE (NDN. 2' EDGE OISTANU) - TIP 7333. 111v:4S. r.... •••1 �•�,� /•1 • •01111 1/••• .. ._. meta • yen- .1111/.• • .4•) ./.'.1' 10•01(K 0.K .r W. (01...0. •.O'• .RI '41 Ian. .. 11.3' -s . 040000 veer t\o '.a 103 •0100. .n1 .. 0 1x•6 •00 • .WOKS 945 011 40•• ••• •••• 01001 . 1/0 0016. •0T We • WM) 1 ••" 06 u •• 13 u 1/•'.2 1/.' le.e. .M.• H.6. Sa.. N.7.5 PA TO ANCL NI A. 0 571mnrn ANGl F / TOP & BOTTOM MOUNT SYSTEM ARCHON SOICOULE 1.1••• •.KM( LIMN. 7' EDGE DISTANCE) .1001 1TR "Las M 1 /4'0 ut ••••-• • o. • t/ •• T /.•0 l /. Tr COO •. •111 040 .011• era IA . 1•104•1 W--■ 1/41 •••• 10. -0 soot ow • vear cm mat ..+I ••310O1 •R• .. 1 1/41 N. •331•1 • ••••K• 0015 3311 IS U IS .el ...11/11 •0• r• WI. 0••• 331. 1'601 .0•50)01 10• ••• 304'. tone I? 041110 •011 ••• fA 13' ..0 VM••• APPROVED AS COMPETING WITH THE SOOTII ►LOft= BUILDING CODE p(]��1 DAl a' . _ 13: By 17/1 - P2 I IOI DTY6.W1 eulloi,i COOS COMitWtcE Mutt ACCLPIMrcE NO �) - AROSAI a 4 IO / t 0 _'iL. -iV l= v A SOU W R J S STtaE ►MA 964AI 0:10121 N. pm w 2 of 2 J FATS Alin., R 6114 -1001. • "E • • • SEMCO STORM PANEL FACTS • The Galvanized Steel Storm Panel Hurricane Total Envelope Protection System is building code listed by Metro Dads County Florida. U.S.A. Tested by one of the toughest construction standards worldwide. Wind and humane storm panel protection is mandatory in Dade. Seaward and Palm Beach counties and is also building code recognized nationwide. particularly in coastal or high wind regions. • Regular carpenter tools listed in the installation instructions are all that you need for Do-It-Yourself Storm Panel Applications. \ s Our storm panels system has been tested with a variety of alternate fastening hardware for both concrete. masonry. stucco. block or wood Game application. • 1) Tapcon screws into concrete masonry. 2) Lag screws into wood Gaming and 3) Sidewalk or hex head bobs secured by a tamp -in masonry or concrete anchors are all typical examples of different corrosion resistant fastener hardware combinations that are all code approved for both slant panel mounting systems. • The detailed installation instruction pamphlets are available in English and Spanish. They provide easy to follow,step by step instructions. The bilingual material selection guide located in the installation pamphlets will provide available size and quantity takeoff information necxssary to confirm your materials. • Our system utilizes standardized 44 ", 56". 68 ", and 86" panel lengths to provide hurricane high wind and impact protection for most typical sized window and door openings. • The stitch bolt secures panels together and is located at panel midspan and provides excellent impact protection without unsightly side mounting hardware. This secures both panel layers together. • The direct mount application is ideal for round or bay window angle panel applications and is also the most economical approved system available. • When pre- drilling for tamp -in anchors and accidentally break into an open all of the concrete block the expansion tamp in anchor may still be installed utilizing this special tool (Kline expansion anchor setting device). This device does not require impact setting. • .A 11" pilot hole for wood frame construction or 1/8" pilot followed up by a Vs" hole for masonry construction. Expansion anchors are typically drilled to a maximum depth of between 1"-1-1/8" penetration with the concrete dust blown out of the fastener hole to seat the anchor properly. • When installing storm panel sections the next corresponding panel is to lap over not under the normal left to right applications. • The product placement form. located in the detailed installation pamphlet, will record the number of labeled or numbered panels requited for each opening by its specific intended location. • Storm panels and mounting hardware can be painted provided suitable metal coating paint primer is first applied. Typical paint may match the trim or wall color to accent and conceal mounting hardware. See your paint specialist, different types of paint tend to require special attention. • .A minimum 2" edge distance for concrete or masonry opening or • edge distance for wood frame openings are required to insure correct fastener edge clearance. • Storm panels provide hurricane protection without lapping past the window opening. • A wing nut driver tool is available for both screw gun and hand ratchet screw driver. • To meet building code standards, after the initial mounting hardware is applied. storm panel systems are designed to be installed without the use of special power tools. • In areas where storm panels are required by building code and also for existing buildings constructed in code required regions. typical mortgage insurance premiums are sufficiently reduced when the application of approved storm panel protection is provided. • The tested wind speed rating for the SEMCO Storm Panel Systems is approximately 140 M.P.H. This exceeds the average building code requirements of 110 NI.P.H. wind born water and flying debris protection. • .Approved fasteners for proper installation are critical to confirm building code requirements. • Furring is a means of adding a spacer to iet out away from the wall or glass of a window. • Proper care in storing and handling panels is essential. Panels not being immediately installed MUST BE KEPT DRY. Ideally. panels should be stored in an indoor area. If indoor storage is not available. extreme caution should be taken in order to prevent moisture penetration of the stack(s) by rain. snowfall, or condensation. Whether storing indoor or outdoors, the panel stack(s) should be stored off of the ground on wooden blocks. with one end slightly elevated. A loose canvas tarp or waterproof paper should be placed over the stack(s) but never tightly secured to the ground in order to allow proper airflow to occur. Plastic tarps should never be used. The plastic will only create and bold condensation. • The 20 Gauge Galvanized Steel Storm Panel System was tested at +71.5 PSF and —33.0 PSF and with a maximum of impact deflection 2 -3/8". Deflection is the minimum clearance required from window to the panel. Wind forces are defined at pounds per square foot in pressure and vary with height and location of the building. • SEMCO maintains a toll free technical support Hot Line 1 -800 -737 -7327 or I- 800 - SE-SPECS with a team of qualified technicians. Monday through Friday. 8:00 am to 3:00 pm EST. Providing information on building permitting, custom lengths. special applications and general "How To" information. Building permitting forms are available where storm panels are purchased. • 5/25/99 Date Name Building Official Name of Municipality Address City, State, Zip following job: Si erel Jobsite Address SoatheVtern Metals Mainy/acturing Co., inc. 11801 industry Drive • P.O. Box 26347 JacksonvdUe, Florida 32218 1(800)342 -1279 FL WATS • 1(800)874-0335 NAT. WATS • (904)7574200 t RE: SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Sir : We are the authorized distributor of the Dade County Notice of Acceptance Holder for 20 GA. SINGLE STORM PLY SYSTEM under the 97- 0805.01. This letter authorizes to use our Installer 20 GA. SINGLE STORM PLY SYSTEM approved under number 97- 0805.01 to be used at the arm Of owner uthoriz d Signature frrj Notice of Acceptance Holder JIM HORTON. VIC PRESIDENT Print Name and Title RESTRICTIVE COVENANT DECLARATION OF USE PREPARED BY: 11 tie KNOW ALL MEN 3Y THESE PRESENTS: WHEREAS, the undersigned S ya .vK cV/c is/are the fee simple owner(s) of the following described property situated and being in Miami Shores Village, Florida: Lot(s) / .4 Block Sy of nuueff 5720/e -r) 5 er•0Z (Subdivision), A.K.A. (address) 570 V E. ?6 S f ray according to the plat thereof, as recorded in the Plat Book l62 Page 3 ? of the Public Records of Miami -Dade County, Florida, and Whereas, the undersigned owner(s) SA arou evie desire to utilize said Lot(s) as a single building site, and the undersigned owner(s) do(es) hereby declare and agree as follows: 1. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami -Dade County now in effect or hereinafter enacted. 2. That the property will be used for a single family residence only. 3. That the use of the property or building will be as follows: Sfora9e, NOW, THEREOF, for good and valuable consideration, the undersigned do(es) hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER, the undersigned declare(s) that this covenant is intended and shall constitute a restrictive covenant concerning the use, enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned, his/her successors and assigns and may only be released by Miami Shores Village, or its successors, in accordance of said Village then in effect. IN WITNESS WHEREOF, the undersigned has/have caused hand(s) and seal(s) to be affixed 200/ . hereto on this y day of C C fi her WITNESS(ES) Signature and Print Signature and Print 51-y r cr All Signature and Print Signature and Print STATE OF FLORIDA): COUNTY OF MIAMI - DADE): I HEREBY CERTIFY that on this day personally appeared before me who is personally known to me or has produced (type of identification) as identification and he /she acknowledge that he /she executed the foregoing, freely and voluntarily, for purposes there in expressed. SWORN TO AND SUBSCRIBED before me on this day of , 20 My commission expires DECLARATION OF USE NOTARY PUBLIC STATE OF FLORIDA ELECTRICAL - TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: SECTION BY �� ��Q�_c_` J DATE 'Z /`,4 Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $3.00 per page (Scanning Fee) $ Miami Shores Village Bond /,, Metropolitan Dade County (C.C.F.) $ • 4 v Inspector State Educational Fund $ State DCA (Radon) / $ Code Enforcement Fine 013 J . /10 0 0 e_, -t 6'0 Zoning Review $ �aD (sq.ft. = x/I000 x 0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ �? a DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address____ Mrs, J,,. T, Feaster Registered Architect and /or Engineer Name and address of licensed contractor . L]. ttle__ JGb2 12S3Y 's, ___9�1__I�.._�L.___4L__AYe_. b11AIn1__3fl { ___E1QI'1�A___�__ Location and legal description of lot to be built on: Lot Disapproved Dat (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Block Subdivision__ Street and Number where work is to be done State work to be done and purpose of building (by floors)___ 1St__.. LQQr_x____ Il em_ __x _o_ne___on___shiltter ,_I'ejtsir ____spr_; nf; __s��_ shutter_,--- r_e�aix--- trRllis, -- Y'egaix--- f_r�nt- daor_, - -- ins tall -- cinar_ -al osex- .-- oil�rindflvs: 2nd. floor, oil window. Repair door on cottage and for no other purpose. New Building Remodeling Addition Repairs ,7G_____ No. of To be be constructed of Kind of foundation / Roof Coyorin Estimated Total cost of improvements $ 42.57 Amount of Permit $ _1 Zone cubage required _______Plan Cubage Distance to next nearest building ______________Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to -------- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. 1 TLE JOB BE yp Remarks ( Signed) Date Nov,24 ,19_47 No 590 Street N, E, 96Th St. STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared Mrs. D. R. Smith to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him st9ted are tr e. Permit No Date__ �,,��� �� �____ Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member _ Member Member Member Member Council Approved Date Disapproved ___ _ ___Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.