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WS-09-1614 ��r 5 �s g Miami Shores Village r Xf N � 10050 N.E. 2nd Avenue `k Miami Shores, FL 33138-0000 Phone: (305)795 -2204 r .�... .. Expiration: 04106f2010 Project A ddress Y Parcel Number Applicant 86 111 Street 1121360040080 Miami Shores, FL 33161- Block: Lot: JUAN ANTONIO ESTEBAN Owner Information Address Phone Cell JUAN ANTONIO ESTEBAN 86 111 Street MIAMI SHORES FL 33161 -7047 Contractor(s) Phone Cell Phone Valuation: $ 750.00 �d Total Sq Feet: 10 Type of Work: For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: Available Inspections: Classification: Residential Inspection Type: Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $0.60 WS -1009 -36020 $ 121.55 $ 50.00 1 Education Surcharge $0.20 Notary Fee $5.00 WS-1009 -36020 $ 121.55 $ 121.55 $ 0.00 Permit Fee $110.00 Check #: 282 Scanning Fee $3.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2.75 Total: $121.55 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. 1 understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL,. WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. October 08, 2009 Authorized Signature: Owner / Applicant / C ;,� i Agent Date Building Department Cop October 08, 2009 1 Miami Shores Village Building Department \0 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 . Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949' BUILDING RE Permit No. `N - I ° � ( l PERMIT APPLICATION ®CT u 2 ter Permit No. FBC 20 ��rwr►�+ Permit Type BUILDING ROOF a)5 q -1 ZZ!� Owner's Name ee le Titleholder p 5 � Simple P ) �h>Ar� -L� � ��&a Phone # _ 30�'°7b Owner's Address 's O& $ 6 1/ City l � � 14Yn6 A6& State f "' t Zip Ap Tenant/Ussee Name Phone # Email Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip f'(RI FOLIO /PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name V. W 1` 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 $ Square /Linear Footage Of, Work: 6 �C 1 Type of Work: []Additio ElAlteration ONew El Repair/Replace El Demolition Describe Work: �� / ' , r� 1L C 6A&Q Do® Submittal Fee $ �� Permit Fee $ //0 fl CCF $ 0 CO /CC .$ Notary $ Training/Education Fee $ f !� ® Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ •'" See Reverse side i Bonding Company's Name (if applicable) Bonding Company's Address City State zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address p City State, zip 4' Application is hereby made to obtain a permit to Rio the work and instillations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,' WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be, done in compliance with all' applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A . NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN' FINANCING, CONSULT WITH YOUR LENDER: OR AN ATTORNEY BEFORE' RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me thisforegoing instrument was acknowledged before me this day of 20QF by �'}C�(7C� (CncN f day of , 20 ___, by , who is personally known to me or who has produced who is personally known to me or who has produced Q ®.?(D As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 0 ® a6BB 11 es�� I, ,o e a NpTgR d 4 I � G m Sign: . ° Sign: Print:. ' ® ° ° C' � Print: M Commission Ex P� Y Expires: N � r My Commission Expires: APPROVED BY -Plans Examiner zoning Engineer Clerk checked I (Revised 07 /10/07)(Revised 06/10/2009) , VILLA GE OF MIAMI sROkHs OWNER BUILDER DISCLOSURE STATEMENT NAME: P- l A ►% DATE: ADDRESS: Av - / 1 / :STAG— -7 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to -be done by a licensed contractor. You have applied for a permit under an exceptiop to the law. The exemption 41lows you, as the owner of your property, to act as your own cohtraetor even though you do not have a license. You must supervise the construction youraolf. You may build or improve a one - family or two - family redidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale -or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violAtion bf this exernpti®n. You may not hire an unlicensed person as it contractor. It is your responsibility to mom 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 filqsi work finder your supervision and must be employed by you, which means that you must deduot F.LC.A and with- holdings tax and provide workers' compensation for that employee, all as presoribed by law. Your construotion must comply with all applicable laws, ordinances, -buildings codes and zoning regulations. Please rood and initial each paragraph. 1. I hold. fide to the above property and I am planning on doing this construction Myself. Initial / 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days -will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit., Initial 3. 1 have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. -- Initial O ' / 4. I• understand that the building official and inspectors are not there to design, alter or give advice on how to meet code – only if the structure meets the minimum code. � � Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of M attorney. The department will not mitigate any contraef disputes. Initial 6. I understand that if I compensate any person or company for work performed they are requlf ed to hive a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 1 7. I understa d t if any person gets injured on my construction project --they are entitled to workmen's compensation, Anil if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include ides of wages during recovery from injury. Initial / ' ! C 8. I understand . that under state and local laws ' I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my'property with out first obtaining the proper permits by licensed contractors. Initial G Was acknowledged before me this _ day of , 20 By MClt"i C( Cruel Ch i 4- was personally known to me or who has Produced there License or �~�� L— � CtC��C \ as identification. OWNER F,':e 6 ' a NOT d o 9 O `O� M! ® � MIAMI -DARE COUNTY, FLORIDA • METRO -DARE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 372 -6339 NO TICE OF ACCEPTANCE (NOA) www.maimidade,gov/buildingcode .field — Wen, Inc. (OR) 3250 Lakeport Blvd. 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 (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6 W/E Outswing Glazed Steel French Door - L.M.I. APPROVAL DOCUMENT: Drawing No. JW0509- 03-01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double", sheets I through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or eAvige in the materials, use, and/or manufacture of the product or process. Misuse of this NQ a A assn endd4 went of • • • • • any product, for sales, advertising or any other purposes shall automatically terminateW MA. Failuft to • • comply with any section of this NOA shall be cause for termination and removal of NAA... • • • • • • • . •' ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County T15fida, and followed 0000 0 by the expiration date may be displayed in advertising literature. If any portion of theON "Ais displa then • • • ` it shall be done in its entirety. ' ...... . ... ..... INSPECTION: A copy of this entire NOA shall be provided to the user by the mane f~ or its! • • • • • • • distributors and shall be available for inspection at the job site at the request of the Building Official. • .. This NOA revises NOA # 05- 1215.01 and consists of this page 1 and evidence pages t -1 and E- 2,jsWU as 0 '* * approval document mentioned above. • The submitted documentation was reviewed by Jaime D. Gaston, P.E. . . • ..• tM1E�MIDIme cou�rrtt J � NOA No. 0&0312.09 /�, Expiration Date: May 25, 2011 ry I0$ Approval Date: July 24, 2008 Page I Jeld — Wen. Inc. (OR) NOTICE OF ACCEPTANCE: EVIDENCE MMMIZ 1 D A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No JW0509- 03 -01, titled "Wood Edge Impact Glazed Steel Door 6' -8" Outswing Single or Double ", sheets 1 through 6, of 6 prepared by O. M. Engineering Services, Inc., dated 12/17/04 with revision "C" dated 02/05/08, signed, sealed and dated 06/07/08 by Nimesh Bhaysar, P.E. B. TESTS 1. Test reports on: 1) Standard Test Methods for Tension Testing of Metallic Materials, per ASTM E 8-01 Along with marked -up drawings and installation diagram of the tensile properties of a steel door skin, prepared by Architectural Testing, Inc., Test Report No. ATI 61782.01- 106-31, dated January-30, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05- 1215.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistant Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories, Test Report No. NCTL 210 -3195- 1 dated 09/28/05, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05- 1215.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, Prepared by O. M. Engineering Services, Inc., dated 03/07/08, signed and sealed by Nimesh Bhaysar, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE • • • •••• •••••• 1. Miami Dade Building Code Compliance Office (BCCO). • ...... .... ...... E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc. for "(;rd t�� . .. cw Colo�e3 ; • • • • • Interlayer" dated 03/04/04, and expiring dated 03/04/09. • .... . ..... 2. Notice of Acceptance No. 07- 0214.07, issued to ODL Inc. for "01V stem ROIcItion • • • • • • Series Aluminum Glazed Lite Kit Assembly4mpact" approved datedA /07, expiring • dated 07 /28/10. •••• •••••• Jaime D. Gaslon,, Chief, Product Control Division NOA No. 08- 0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -1 Jeld — l'Ven. Inc. OR) NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest and conformance, dated February 22, 2008, signed and sealed by Nimesh Bhaysar, P.E. 2. Statement Letter of conformance and letter of "No financial interest' issued Jeld -Wen, dated February 27, 2008, signed by Steve Saffell. 3. Laboratory compliance letter for Test Report no. ATI 61782.01- 106 -31, issued by Architectural Testing, Inc., dated February 06, 2006, signed and sealed by Joseph A. Reed, P. E. (Submitted under previous NOA # 05. 1215.01) 4. Laboratory compliance letter for Test Report no. NCTL 210 - 3195 -1, issued by National 'Certified Testing Laboratories, dated October 07, 2005, signed and sealed by Gerard John Ferrara, P.E. (Submitted under previous NOA # 05121 5.01) G. OTHERS 1. Notice of Acceptance No. 05- 1215.01, issued to Jeld — Wen, Inc. (OR) for their Series 'W -8" Outswing Glazed Steel Door — L.M.I. ", approved dated 05/25 /06 and expiring dated 05/25/11. •eeee• •••• • e • • eeee• •eeee• eeee e• • • • • • e • • •eeee e•ee • •• e • •eeee• • ••• •eeee • • • • • ee•ee• se ee •• • • eee•ee • • • • • e e eeee •eeee• eee • • • • ... •eee•• Jaime D. Gasgon, P. R.% Chief; Product Control Division NOA No. 08-0312.09 Expiration Date: May 25, 2011 Approval Date: July 24, 2008 E -2 LT® Steel WOOD EDGE IMPACT GLAZED STEEL DOOR 64 OUTSWING SINGLE OR DOUBLE DOOR UNIT > UTILIZING COMPONENTS FROM 001. INC. AND 74° MAX. OVERALL m O ENDURA PRODUCTS INC 37 1/2° MAX. FRAME WIDTH r t2 FRAME WIDTH 36 1/2° MAX. Q t7j 35 3 4° MAX. PANEL WIDTH IL U, N GENERAL NOTES PANEL WIDTH �I W /G I x 1. THE PRODUCTSHOWN HEREIN IS DESIGNED TO COMPLY WITH TNECURRFAIT ` t9 FLORIDA BUILDING CODE "Q BASED ON THESIGNEDAND SEALED DATE: INCLUDING HVHZAND HAS BEEN EVALUATED INACCOROANCE WITH THE a FOLLOWING:* 7AS 201 -94 TAS202 -94 TA9203-94 c 21 1/8° 21 1/8° 0 2 WOOD BUCKS BYOTHERS, MUSTBEANCHOREDPROPERLYTO TRANSFER 21 1/8° C O MAX. MAX. j C3 LOAD TOTHESTRUCTURE MAX D.L.O. D•L.Q• o W 2 3. PRODUCTANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. �2 �6 D.L.O. 5 d ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESS11d0 w w INACTIVE ACTIVE 1 ' 0 OR snjl=.. 7� \° 3 OAP. 0 4. DESIGNED PRESSURE RATING SEE TABLE 4 PAGE f. 3 4 - O S THISPRODLCTMEETS THE WATER REQUIREMENTS FORUM VELOCITY A m a � HURRICANE ZONE (HVHZI 3 / 9 3 / tO a ^ % . � (n 6. PRODUCT DOES NOT REOUIRE SHUTTERS W W RESIDENTIAL INSULATED STEEL DOOR f0aminan to all fffime CandlUanst o to w Z DOOR LEAFCONSTRUCT/ON: 3 Fake sheets: 24 ta`A (0.021 ° min} thiClaross. GalvaNzed steel A -525 Commercial quality AKDO perASTM 620 with average mintmum yield strength Fy(ave }a30627psi. 0 Cote Doskm: Expanded polystyrene wf0+ 1.0 to I.26 ft dens* byJefd -Wen Inc. 2 2 Panel Construction: The active and fnac&e panels am con0votad from 24 GA REF ASTRAGAL SOLT ITEM 12 (0. 021 ` min) gaivar*sd stall. The face sheets at tap and bottom are bent 90 over z the top and bottom rails. The fop rO measums 1.0` W x 1.688" wide. The stoat O O bottom raff measures 121 ° high x 1.Ba8` Wide. The sides of the face sheen am roff SLW Oursyl.YC U m w DOUBLE' OM - FLYG UXIT lXX1 t"fr ul tormedInto the latch and hfngs s9es wAktn measure 1.00`hlghx 1.688° Wife, The SCALE.• 112" =f'-0 SCALE. 112" =1 - -0" ci Interior cavity is tined With expandedpolysryrene. The fors sheets are glued to the z V) expanded polystyrene. The panels are cut out for the two -plece 001. Aluminum Eta AL DOOR MODELS ARE VIEWED U o forme. Units am glazed With tempered and laminated Impact 1 On double door FROM THE ANTERIOR 570E g z z tn applkations the Inactive door Is 0ed with an extruded aluminum astragaf of 66 2i 6083 -T5 alloy, manufactured by Endwa TABLE 1 DESIGN PRESSURE AATINO Frame Construot/on: The names are Constructed of Rngerjohnted pine jambs APPROVED FOR USE WHERE to `r measuring 4- 9/16 °x 1 -114' The head jambs are martlsed and bull Joined to PROTECTION FOR WATER o 0 the side (amts, and attached with three (3} f6GA 71t6 °down x 2'long INFILTRATION IS REOUIRED Q Z < Staples on each side. The thrV4fto4t` sttwPedalo theWdeJ�b4,Wq • • POSmve 40.0 PPP a three (3) 16r.4 7116 ` crows x 2`Iong staP165 Of G� ODL Insulated IMe IS 1 ° overafj�lCk � q{ pA• (1} • NEGATIVE — 8D.0 PSF m a O pans of a f25° ten peredgless!O s*c4 bft (2}Ipanes ot0. 5` • TABLE OF CONTENTS z anneatedWith. 090 °PVBint*Werbjo90 tla Aftsal� = SHEET# DESCRIPTION NIMMH WHAVSM DATE 215108 gta2edinto the paneiS. 1 TYPICAL ELEVATIONS PRODUCd WISIM FLORIDA P.E. NO. 5E861 SOKIDAS NOTED 2 VERTICAL CROSS SECTION &SILL OFMATERWL wom rlyw8wtbtha 3 HORIZONTAL CROSS SECTIONS Bund:nSCoda (� By. EAG • • • • • • • • • • • • 4 ANCHORING LOCATIONS AtLxiPW=No C �-OX7 V L : f *K R,S. SAFFE • • • • • • • • • • • • • • • 3 COLFIDNENT DETAILS DRANTtxi NO.: • • • • • • • s • • • • • s UNIT COMPONENTS BY am vet saw:., JW0509 -03 • • • • • Div � a F. • • • • SNeEr P d 6 • • • ••• • • • • • • • • • • • • ♦ •• •: ••• •t• �• •: 00 • • Item DESCRIPTION Material :�:Ltl 1 f4° ?9 �1 2 5/8 MIN. i HEAD 1 11 4 ° x 4 9116GERJOlNTED 1 E PINE MIN. d 3 x 4' BUTT Hi E 1ZGA 9 MIN W z Q 19 4 I STEEL 20 5 PHICtJPS H0 SCREW WBH 1 7 2 GC 1 1f2° 6 t0 X 1 1 2 PHIUJPS FLATHEAD WOOD m 0 1/4 MAX. 7 8 X 3 PHILLIPS FIATEHFAD WOOD SCREW I. Vj 4 MIN. EMB. SHIM THK. 20 8 t PHILLPS FLAT 1JEAD WOOD SCREW STEEL (j p� s 2 9 COMPRESSION WEA !P LON -650 I1 OUTSWING THRESHOLD ENDURA ALUMINUM a- ll N 2 ALUM T6063 -TS .'c' Y CD SHIM MAX. SEE 12 THROW BOLT STEEL ROD 5 J6 x 18 STEEL Q¢ o p SHIM THK. DETAIL G SEE 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL ►1 �y SHT. 6 2g ON HEAD JAMB p n a DETAIL G 14 16 7 0600 x 2 LONG STAPLES STEEL - ^ T 28 SHT. 6 26 t KSET TITAN SERIES LOCK 400 � N rL 5 9 16 KWBCSET TITAN SERIES OEADBOLT SERIES 780 28 J 7 ENDUR4 ULTIMATE HURRICANE ASTRAGAL ALUMINUM .Y� ALUM 6063-78 21 34 9 r: ASTRAGAL PLATE 0 BOTTOM t 30 °r r � a; 4 21 19 2x BUCK WOOD r ; N N ON M LlV 21 21 30 '' YT Dow 995 CON S LICO twy 19� 21 21 3 1 8 ASHY - 0428 -02 O � o ea 8 IJlN01A7E0 GLASS 0 _ I�I€$i9B E�E8193 2 T OP R �O[ti( YL x 1 PI a I y INIERIO E1TER1OR 27 Rat 5GA MIN 1 S STEEL � p y 23 t ° ; 28 DFAMM T�.Y5rMff IZ M 1.29m OOWT BY JBD -8£M w C 0 ° 29 SIM IX� PANE. MR MA CALL STEEL �w 22 23 1 ° A-525 COMMERM OUAIX 0.021' M01. TAX) 00 30 i q N y o 24 22 3t L o m 24 x 2 PHILLIPS THEAD WOW SCREW rc O a 34 3 16" fIW 11mDEX TAPOON YM 1 ABN. EMBEDMW I STEEL c m iv 21 21 a co 30 �Y :.:; ; 2J 21 21 0 0 cn 21 29 tim 27 :h. �c 28 z z tn 11 ao to to 1 1/2 MIN. EMB. • i i• i •• Q m a o • .• • • • NIMESH SHANSAR WE- 2 5 OS a PROD= REVISED FLORIDA P.E. N0. 36661 SAS NOTED cm 1 1/4° ••• •• • \mow 2 5 8° MIN. tlm Fiotldn� By EAG MIN. • • • • • ® • t ac swS. i mam No.: SAFFEU 1�A1 VERTICAL CgQ, • EC TYP. • • • • 00 0 B s Conaoi am evar�o SWIM w - JW0509 -03 2 FOOD FRANE INS71dLbrrlT"ON •iiAL1< • " =9 � • • • 2 CONCRETE INSTALLATION SCALE' 6" =1 -O" Ul�isron ° aexwo�n y or ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • 1 1/2" 1 /z• SEE NOTE #3 MIN. � MAX. 1 1/4" MAX. 1 � MIN. 5 SHIM SEE DETAIL G 15 SEE DETAIL G SHIM 5 1 1/4° SHEET 6 SHEET 6 MIN. 1 1/4° 0 m 9 28 29 Y 8 MIN. 30 30 21 22 21 "} Gj 31 1... -j INTERIO ' a SE NOIE #3 Z L i. ..3 +r y- `• ?r. {: < •r.i. r• ��. ^ . r .f .'. '•:?. Ks.'i 6 LU 33 J'.7 {i:r..T•.'• ;r > •; 4 ::f.„ a ^. a.: : : I i f� .� 1tI €K[EB14$ a W Y U. 19 32 25 21 24 21 29 20 28 4 1 rd HORIZONTAL CROSS ECTION TYP 3 ;Pool? INSTALLATION (SCALB 6" = 9'- 0" QZONTi1L CROSS SECTION TYP 3 20 19 Z J `3 f FOOD INSTALLATION (SCALE 6" "J 1 1/4 1 1/4 * 9 O MIN. EMB. MIN. EMB. ti o 1/4" MAX. 1/4" MAX. es o W 2 MI SHIM SEE DETAIL G 1 SHIM I 2 5/8 4 .F.° co z 34 SHEET 6 15 28 29 SEE DETAIL G I MIN. w z o SHEET 6 ]G N 9 SEE. NaTE 4 30 :r 30 21 22 21 M 31 34 3 rn N 1NTER10R a SEE NOTE #4 z >.;.' . i n a'�? "',^.' .t' '.t''e'r i ;t'.•s. } r:. S,L:�t.':1- i' �. . . .,;;. i 1p1 :::'.tit ^�::::'.:.',s.a�' � ,.yf. �N 33 B.:T•.: L y,'n r' : 'F�':,. "4't:l. `f t xr }•'• a Z .E t5 O — 19 32 21 24 21 29 + . 2 •. ... .... O 3 o rn 20 2 0 z z �� 0 1 / � \ R7IRIZONTAI. CROSS SECTION TYP LL , MRIZONTAL CROSS SEClIQX TYP O z z y `3JCONCRETE INSTALLATION (SC" 6•' = t' —O ") 3 CONCRETE INSTALLATION (SCALE:• 6" =f' —O ") ii W SEE NOTE 2 17 N ASrAQAt FASTENER SPACNtO OETAB. F PAQE �s (!OrAL OF f4 SCREWS p p O 1 SEE NOTE 1 2 rarer ano uEVOea r srRacE PurES aouH> ro ASTRAGAL. wrm a>etE Nur r�nT> s t. lMER OR • • • • • • • • BOiN PIATES REQWgRLAW= JPS FIAT HEAD WOOD SCREWS Ln 00 •, • • • • : 3. FOR ANC}RNi SPA 4 OF 8 • • • • • • 4. 2u BUCK TO SUWMTE FASMVM MAY UTXW OPTIONAL J /78" E= TAPCON (mm ` ..iFiY: Fi'::3 . i .. } .., K• , i •t ,s .: % r s ; �; 102- 0503.07) U OS Q g.'f' . 1 r • r,.v „¢ ;•. ? ti„tniii, +? t .. �, . ; ,r, 4 r { ,a I NtMESH BHAVSaR OarE: 21 FLORIDA RE N0. 56881 :3 " ': .'• °' =. >u'. °t i` .tzar.' . 6,.�i n: 'S ..l •: •t•5 PItODUC7'REYISI?n f (F` 1 =, :.:Y�ief :i+ .l.y: Y•J i °. i :r•' a• 1 whit Wo FJaida y ' SAS NOTED 11dACT1VE : r a+':. a .: ^" > ” >::.. ,.:1 •; fill : `.`a`• ::..• •. 1.t3 ^ EAG Aj NO Btddiq �"' • • • r! • • : �8 g� • • • 3 • 5 • 28 �1 ASTR GAL CROSS SEL%tON TYP ou nrxsamw umnaa «e JW0509 -03 •.. • • L (SCALE. E" = >' —o "J nivWm ft"A sr�er of 6 ••• • • • • ••• • • to L - . '. -1 6'[- r �L - SEE DETAIL B SHEET 4 SEE DEIAIL A SHEET 5 10 .5 TYR 37 1/2 AMNOR r 0 0 OUT S#,, - ' W !Mff UT S#,, rW r ' OUT UT S# ,, S# ,, AV SIMM US SCALS 112 =Pmw� LW W� 11 1 1 1 1 1 H I I I I SEE DFIAIL A 3" Typ. SHEET 4 6"d_��12 2,/5" TYR 6"� 74" ALL DOOR MODEI !q ARE OEM MW THE WTERIOR SEE DETAIL E SHEET 11 M WARff BOUBUF a U � Ir SCA49.' 00 00 0 0 0 0 0 0 o 00 0 0 ;TA 0 : : : O ODUALL B 0 0 O SCAW.- 3" -f*-O SEE DETAIL 8 SHEET 4 co No law I-- C6 "Coo j Mh 0 Z 3: 0 FLORIDA P.E. MO. 56561 OFkMW4 FL 3269: M� 26M SONY-AS NOTED mm By EAG Typ.l SEE DETAIL W4W _j_ CF_L_ 5 I SHEET 10 .5 TYR 37 1/2 AMNOR r 0 0 OUT S#,, - ' W !Mff UT S#,, rW r ' OUT UT S# ,, S# ,, AV SIMM US SCALS 112 =Pmw� LW W� 11 1 1 1 1 1 H I I I I SEE DFIAIL A 3" Typ. SHEET 4 6"d_��12 2,/5" TYR 6"� 74" ALL DOOR MODEI !q ARE OEM MW THE WTERIOR SEE DETAIL E SHEET 11 M WARff BOUBUF a U � Ir SCA49.' 00 00 0 0 0 0 0 0 o 00 0 0 ;TA 0 : : : O ODUALL B 0 0 O SCAW.- 3" -f*-O SEE DETAIL 8 SHEET 4 co No law I-- C6 "Coo j Mh 0 Z 3: 0 FLORIDA P.E. MO. 56561 OFkMW4 FL 3269: M� 26M SONY-AS NOTED mm By EAG cm ey-S. SAFFELL DPAWWO MO- JW0509-03 W4W _j_ CF_L_ SEE DEML B SHEET 5 6" 12 2/5" TYP. 6"1 --� f-3 TYP . SEE DETAIL A SHEET 4 4 9/16" -1. ANCHOR EXTER EXTERIOR SIDE 1 3/4' + 1 1/4' 2 13 34 2 cu td 3 8 1/8 1/2' 2 • o o O 4 • ® ® 33 34 33 z O � LC Cm INTERIOR / z xz DRILL 3/8 ASTRAGAL 13 5 1 /2 0 1 s 1 2" 17 $ a RETAINER BOLT HOLE 1. a! THRU FRAME /MASONRY 3 34 33 9 M Q 6 x 1 -3/8° DEEP DETAIL B DETAIL C DETAIL D DETAIL A -HI -F" tmtt;TMV THROWBOL•T STM" PL4TE FOR HEAD STRI" PLA TES TO JAAfRS STBLO PLATES Sc". 3" =1' -O" SCALE 3" =! -O SCALE. 313" =>'-0" SCALE. �m ago GRILL 3/8° ASTRAGAL RETAINER BOLT HOLE 17 e d N O U THRU THRESHOLD /MASONRY x 1 -3/8° DEEP a 1/2° x 1/4° ALUM SPACER e = o 0 30 21 t a n y , a_ J i /8' TEMPERED GLASS t�i e :• ;. •:: j•. R V . U' 0] z z y 7 34 112' AIR SPACE o rA S S ola 8 ° a '• Y:• f� zIrLJ Z 8 E�TEBlOB 0.090' PVB U O fNTMLAYER BY a �� O SOLUTIA o 6z 1' 3/4 GLASS BITE 21 1/8 ANNEALED M O�DC DETAIL E • •• DETAIL F — EXDURA ASTRAGAL w • F . TEN R SPA IA U E BxP' PPH 9S GLAZING DET'AI Is/ .AT D G .A a d c�1 • SCALE NTS SCALE. 6" • • so* • • • • • • . NIMESH 6HAVSAR CA1s 2 508 PRODUCTRI VEER FLORIDA P.E. NO. 568.61 SAS NOTED nsmmplpimti fthdm Kwtft 13 �. • • • • • • • .1dh%Coda � DW Br: EAG .. . • • • AtmplanceNo Oq a 1 J '1( CNN. WS. .. . OiWW9Y0 N0, • • • • • • i i • • i i i i cN mamE mw som . JW0509 -03 • • • • • • .Di�si� CoNm1 v eca . — or 6 w - 1 4w • • • • �4 s /is° s /i6° > oc s / N m Q 0 cc N RLLN t« 2 3 116°-•i 1/16 (Mtn) 1 112" G ! �BUl7 HINGE 4x4. ^t 2 GA / n �COddPItESSlON AIsATHE 4TR7P �^� ae IOJITSWING ALUAfIMJA( TH O .n EXDURA 4 SCALE.• 6" =1' -O" SCALE.• 6" =I' 2 HATER(AL 6063 -T6 2 � 1 13/16° x 1 1/4 m M p CZ 3 1/8" --+ P 3 /1S °- {.-- -.-� —� -..! 1 11 116° f 0 C) nstRe& 17/16° LOW N q z BLOW 26 - I 1 11/16 t-- t•--_ p /8° p 3f TOP RAIL (PINE) o #: HIXGE sTI (ivL) ��� '3 AST e A T 1EE P ATE Y LATCH SCALE.- LVL Q� - yF AfIX. A y § SCALE 6" =1' - O" 97 SCALE s" =1 -o" $ S 5" _ 32 E 6" =1' -0" • SCALE 6" = t' -0 " o & WTERIAL 6063 -T6 2 712° d in to —^� N C � � I © 0 ° U ° t0 O U ASTRAGAL BOLT .) 1° �ww AMA T.- Cl R STEEL ROD ASTRAGAL SILL , OX LIP -LITE FRA" 12 CHItOAlATE PLATE 7 ontALUAfIMIAf 6063 TS • • • SCALE ••• •Yi6 GzS! , J rN(YG c>m<Z I 1 -USE #10 WOOD INSTALLATION SCREW W/ 1 1/2 MIN. EMBEDMENT NNESH SMSM 2 5 08 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD - &-,IAMBS UCT rxoDREtRSSD FLOCtflA P•E'M0. 56881 r ee aomplvtQstim te Ftat&ta smL-AS NOTED 2 -USE 8 z 2 1/2 PFH WOOD SCREW WHEN INSTALLING INFO WLUbNS.' BaIIdtagCx •• • • • �! WS FF /16 ITW TAPCON ANCHOR W/ 9 1/4° MIN. EMBED A °.No L - �� °w . ar` EAG • • • • • • • 4VHEtj INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEL1TE SILLS. By . 1� 77 �`S SAFF ELL • • • • • • • • • • • • • • • • • • • • ETA7 • CO - NTE s " n rerr y • • • • ox Dmww NO-* sutras. ac JW0508 -03 • • • • • • • • SCALE. J /4" =J' -D" Dtvlslcu as sax a¢uosn ""`""D " S M 6 'W 6 ft, 26W • • • • • • • • • • l zR Y # Q1 $ r � e y described as k ? F ]y{�EjSI,, i eY hy }V�! i�n • -' Y Y'.Y Y'' P ��' _'. '•° :° tx :T•- ' rds of a. �'7a ° �S. W��{Y' P,. �'43 Pa 4 .. ;.f ti � +•.v . ` t }� �•�'� �� JJ qy7y - � `� w tY'jed To Americ Saui s f 43 A�1, Lean and goad'antt passe I+, £R �� `�. . L - � y . p in it1 3 y 4 ,4 Ar o `54i�j. . �Y•G. 1 //- iyYl.'i! •. id' r�� j { S x f 7�s ti c3 a w �Y 5, ..d VA � Nd sPl CR i.. r 8 1 r • • i�yr } v'aP 4 � � �� ,{ ' � EEC # �+r� ��: `r •••• •••••• a �$t ` (€ Esteban of SCh tcit �. l$� et, Mia i . l�axes R w •a•• •••••• • • 4MY ten 03/0212009 - S.Vpm troyb F:\03 Elements110 Loading111 Calculators%ASCE 7 -05i FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 WIND VELOCTY =146 MPH MRH =0 -60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' SEE NOTES INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: Mean DESIGN PRESSURES (PS - Zone 4 Mean DESIGN PRESSURES (PSF) - Zone 5 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. Roof Trib Area F Roof Tribute Area Ft USE OF CRITICAL CONDITIONS' REQUIRED FOR USE WITH THESE TABLES. Height 10 15 20 25 30 36a 40 45 '60 'Height 10 1 15 20 25 30 35 40 1 45 50 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A 0_1511 -50.4 -492 118.3 - 47.6 -47.1 -04 -462 -45.9 .45:, 5 0 -15 ft -62.2 59.8 - 58.0 -56.7 -55.6 -54.6 - 53.8 - 53.1 52.5 FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +46.5 +452 +44,4 +43,7 +43,1 +42.7' +42 3 441,9 +41 +48.5 + 462 LL +44.4 +43.7 +43.1 +42.7 +42 3 +41.9 +41.6 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. e . 4. TABLES VALID FOR A ROOF SLOPES.; REDUCTIONS FOR ROOF SLOPES LESS THAN 10° 16 ft -51.1 118.8 49.0 48.3 47.7 473 116.8 -46.5 482 16 ft -63.1 -60.6 - 58.8 - 57.5 - 56.3 - 55.4 - 54.6 53.9 -532 SHALL BE PERFORMED BY AN ENGINEER ASIA SITE SPECIFIC CONDITION. +47.1 +45.9 +45.0 +44.3 +43.7 +43:3 +42.9 +42.5 4422 +47.1 +45.9 +45.0 +44.3 +43,7 +43.3 442.9 +42.5 +422 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT -52.4 51.1 502 -48.5 48.9 48.4 48.0 - 47.7.� -64.6 - 62.1 - 803 -58.9 57.8 - 56.8 -55.9 - 552 -54.5 NNOT BE IDENTIFIED, USE THE PEAK' =ROOF HEIGHT. 18 ft 18 ft 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43:6 +432 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.8 +43.6 +432 ASSUMPTION. 53.5 522 51.3 50.6 -50.0 - 49';6 +E -48,1 118 ;7- ,-48.4 - 86.1 -63.5 - 61.6 - 802 59.0 -58.1 .672 56.4 55.8 7. CALCULATE THE TRIBUTARY AREA OFITHE OPENING IN QUESTION (HEIGHT * WIDTH) OR 248 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 '+44.5 +442 208 +49.4 1 +48,1 +47.1 +48.4 +45.8 +45.3 +44.9 +44.5 +442 THE SPAN LENGTH (HEIGHT) MULTIPLIED BYAN EFFECTIVE WIDTH THAT NEED NOT BE LESS 54.6 53.3 52.4 51.6 -51.0 50.5" 50.1 49.7 19:4' 67.4 84.8 629 61.4 602 592 58.4 57.6 66.9 THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL 22 ft +50A +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 22 ft +50.4 +49,0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRIRCAL (10 SQUARE FEET) SHALL 24 ft 55.6 -54.3 -53.3 -52.6 -52.0 51.5 - 51.0 50.6 50.3 24 8 58.7 56.0 - 64.1 -62.6 51.4 -60.3 -59.4 -58.7 -58.0 BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 +51.3 +49.9 +49.0 +482 +47.8 +47.1 +46,7 +46,3 +45.9 TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. - 56.6 552 - 542 53.5 52.9 -52.3 51.9 51.5 51.1 -69.8 . 67.1 -&5.1 -63.6. -82.4 -61.4 -60.4 59.6 -58,9 S. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER 268 +47.1 +46.7 268 +522 +508 +49.8 +48 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 4W2 +50.8 +49.8 +49.1 +48A +47.9 +47.5 ;+48.4 +47.9 +47.5 +47.1 +46.7 CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 57.5 - 68.1 55.1 54.3 53.7 532 52.7 52.3 51.9 - 70.9 -682 - 862 -6161 -634 - 62.3 -61;4 80.8 59.9 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL 28 ft +53.0 +51.6 +50.6 +48.8 +492 +48.7 +482 +47.8 +47.4 28 8 +53.0 +51.6 +50,6 +49.8 +482 348,7 +482 1447.8 +47.4 MUNICIPALITY IN ACCORDANCE WITH CODE. 58.3 - 56.9 55.9 55.1 54.5 53.9 53.5 -53.1 52.7 -72.0 -692 571 -65.6: .3 -63.7' -62.3 815 -60.7 GENERAL NOTES: 8 +53.8 +52.3 +51.3 +50.6 +49.9 +48.4 +48.8 +48.5 +48.1 30 ft +53.8 +52.3 +51.3 +50,8; ;,+49.9 +49:4 +48.9' 148.5 +48.1 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY 8 59.1 -67.7 - 56.7 55.9 552 54.7 542 - 53.8 53.4 ft -73.0 -70.1 - 68.1 -88.6 ' 852 -64,1 -63.1 -62.3 51.6 VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1" 449.6 +492 +48.8 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. . 59.8 58.4 57.4 58.6 55.9 55.4 54.9 54.5 -54.1 -73.9 71.0 - 68.9 -67.3 .66.0 - 64.9 -64.0 .63.1 -62.4 USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER 34 ft +652 +63.7 +52.7 +51.9 +51.3 +50.7 +602 +49.8 +49.4 34 ft +552 +53.7 +52.7 +51.9 +51.3 +50,7 +502 +49,8 +49.4 COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE 36ft - 60.6 59.1 -58.1 57.3 58.6 - 56.1 55.6 - 55.1 548 36 it -74.8 71.9 - 69.8 - 68.1:;: -66.8 -65.7 -64.7 -43.9 -63.1 VALUE USE IS OFFERED HEREIN. +55.9 +54.4 +53.3 +52.5 +61.8 +51.3 +50.8 +60.4 +50.0 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED 61.3 59.8 58.7 57.9 57.3 56.7 562 55.8 55.4 75.7 72.7 -70.8 88.9 87.8 88.5 85.5 84.6 83.8 CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER ft +56.5 +55.0 +54,0 +53,1 +52.5 +51.9 +51.4 +51.0 +50.6 ft +56.5 +55.0 +54.0 +53,1 +52.6 +51.9 +51.4 +51.0 +50,6 APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. ft 82.0 80.5 - 59.4 58.6 57.9 57.3 56.8 56.4 56 0 . 40 ft -76 5 -73 5 -71 3 69.T 68 3 872 682 65.3 84.5 4. DESIGN IS BASED ON THE GUST (WIND VELOCITY) FOR A CATEGORY II +57.1 +65.6 +64.5 +53.7 +53.0 +52.6„ +52.0 +51,5 +511 r. +57.1 +55.8 +54.5 +53.7 +53,0 +52.5 +52.0 +51.5 +51.1 (GENERAL RESIDENTIAL & COMMERCIAL OON ��TRRC2 TION) USING AN IMPORTANCE FACTOR 82.6 81.1 60.0 592 - 56 5 578 't674 57 0 586,! - 77.3 - 742 - 72.1 - 70.4 89.0 67.9 66.9 66 0 652 I =1.0. THESE TABLES' NOT FOR USE WITH.OSSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt* f.,0 FOR FLATLtTERRAIN USE ONLY. THESE TABLES NOT VALID FOR 42 ft +57.7 +562 +65,1 +54.3 +53.6 +530; +52,5 +571a ,'+6.7, 42 ft +57.7 +662 +56.1 +543 +53.6 +53.0 +62.5 +621 +51.7 HILLY TERRAIN. INTERNAL PRESSURE EFFICIENT (GCpi =+/ -0.18) ENCLOSED BUILDING ONLY. 632 - 61.7 -60.6 59.7 59.1 -50 1 -58.0 5735' z -78.0 -75.0 72.8 -71.1 - 69.7 - 68.5 - 67.5 -66.6 -65.8 VERIFY USE OF Kd =0.8'S ((2IRECTIONA117TT #ACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ 44 8 +58 3 +56,7 +55.7 +54.9 +54,1 +53':8 +530 +2 44 ft +58 3 +58.7 +55.7 +54.9 +54.1 +53 5 +53,0 +52.6 +522 = HIGH VELOCITY HURRICANE ZONE TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. S. ADHERE TO ALL LOCAL IMPACTT PiROTECTION SYSTEM ORDINANCES. 468 63.8 62.3 812 80.3 59.8 59.0 586 a�81' '+457.7 46ft -78'8 -75.7 73.5 71.8 -70A -682 -682 -67.3 -66.5 6. NO CERTIFICATION ':ISMFFERED'FOItTHE INTEGRITY OF THE HOST STRUCTURE. +58.8 +67.3 +562 +55.3 +54.6 +54.0 +53.5 -+ +52.7 +58.8 +57.3 +562 +55.3 +54,6 +64.0 +53.5 +53.1 +52.7 7. EXCEPT AS EXPRESSLY PROVIDED�HEREIN' NO ADDITIONAL CERTIFICATIONS OR 48 ft -64.4 -62.8 .61.7 - 60.8 -60.1 59.6 59.0 58.6 582 48ft -79.5 76.3 -74.1 -72.4 - 71.0 59.8 -68.8 -67.9 -67.1 AFFIRMATIONS ARE INTENDED. +58.4 +57 8 +58.7 +55.8 +55.1 +54 5 +54.0 +53.8 +53.1 +59.4 +57.8 +56.7 +56.8 +55.1 +54.5 +54.0 +53.8 +53.1 a- 10% OF LEAST HORIZONTALDiMEi4SION' - 40 0 % OF MRH, PEAK ROOF -64.9 - 63.4 -622 51A -60.7 -60.1 - -6961­59.1 9.1 58.7 - 802 77.0 -74.8 -73.0 -71.8 70A 59.4 .68.5 57.6 WHICHEVER IS SMALLMBUT NOT-LESS.THAN 4 OF LEAST HORIZONTAL HEIGHT Bolt +59.9 +59,3 +57,2 +59,3 +55.6 +55. +54:9 +54.0 +53.8" ""- 50 8 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 NE +53.6 DIMENSION OR 3FT (itn). USE ZO S IF°ATALL IN QUESTION. CONSULT MEAN 55.5 - 83.9 52.8 -61.9 -612 50.6 50.0 58.6 592 - 80.8 77.6 -75.4 -73.6 -722 71.0 - 69.9 - 69.0 -662 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF 5211 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 52 ft +60.4 +58.81+57.8 +56.8 +56.1 1 +55.4 I +54.9 +54.5 1+54.01 a a EAVE HEIGHT ROOF 54ft 58.0 -64A -83.3 52.4 ;6]� 5Y 7 • -ap F.5 -41 w rA 8 -81.5 -78.3 -76.0 -742 -72.8 -71.6 - 70.5 . 69.6 -68.7 f I I 1 HEIGHT +60.8 +692 +58.1 �5�2 6 • +9 564 5" •r�a4.5 +6'0.8 +592 +68.1 +572 +56.5 +55.9 +55.4 +64.9 +54.5 O ft 58.5 -64.9 - 83.7 -62.9 • 1 5 .8 0 _v.1 ft 52.1 -78.8 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 .69.3 ® I 5 +61.3 +59.7 +58.5 U 7 49 • +5�3 .r 5913 +5419 +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 Cj 5 /� ® 4 Ya - 67.5 - 65.8 -64.7 463.8 Oft. 44.4 1.9 $ .4 1.0 - 83.3 -80.0 -77.7 76.9 -74.4 -732 -72.1 -71.1 -70.3 a> soft +62.2 +60.8 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 ft +522 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 ELEVATION Q WALL ZONE FIGURES a a ISOMQC Alf 9 rn •• E wa MA ' D C DATE ENGINEERING R � to i�' FL 04/19/06 2007 FLORIDA BUILDING CODE m E FO 4 T FLS 2123!09 EXPRESS ® �' o m ' • 000 • ASCE 7 -05, MRH = 0 - 60 FT o n - DESIGN LOADS FOR 160 SW 12th AVENUE, #106 z '- (J� � - - - COMPONENTS & CLADDING DEERFIELD BEACH, FL 33442 iti X118 DMWEW ISIIIE WOM WOOF FRAM( L BENNARDO, a Q sP.E AND MiAHNNOIP BERBPRODIIEEDIN OR PART PH: (954) 354 -0660 FAX: (954) 354 -0443 T z aml D S, HI of L ER PE WWW.ENGEXP.COM O TH • "1R OR TO AIiE NOT P5WfTED AND CERT OF AUTH #9985 \tJ • INV TE OU CE ON rF J } 0000 0000.• 0 • � 0000 • . • .. • • 0000.• .000 0.0000 • • • 0000.• 0000.• 0000. 0000 •:•••• • .. •. •• ami Shores Villac7:� • • 0000.• . • • • • �PFO \, /F� 000000 0000 . • BY R .•.•.i 0000 • • � �-- .� � DATE 0 •• • i 0000 C'FPT 0000 �I �b !o w a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 137448 Permit Number: WS -10 -09 -1614 Scheduled Inspection Date: March 10, 2010 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: ESTEBAN, JUAN ANTONIO Work Classification: Door Replacement Job Address: 86 NE 111 Street Miami Shores, FL 33161- Phone Number Parcel Number 1121360040080 Project: <NONE> Contractor: Building Department Comments Replace front door. Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 09, 2010 For Inspections please call: (305)762.4949 Page 17 of 24