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RC-06-935Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/29/2008 Inspector: Levrock, James Owner: TAGGART, JOHN Job Address: 573 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: A LEAGUE CONTRACTORS, INC. Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Drainfield Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 - 256 -0306 Building Department Comments INSTALLATION OF 900 GALLONS SEPTIC TANK AND 428 SQ FT PRIMARY DRAINFIELD SYSTEM si!io‘ 4 ? :2— Passed , Inspcto Comments C „f' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 28, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: tc„305 795.220 .: • . _ 56.8972 I V E 2006 I Permit No. BUILDING PERMIT APPLICATION 6 Y: FBC 2001 Master Permit No. .- Permit Type (circle): Building Electric ' lumbin _ Mechanical Roofing Owner's Name (Fee Simple Titleholder) / 9 % ,v e Owner's Address 6-93 4/ l0' �l City ,t-/.47 c• State FG Tenant/Lessee Name 77/4.09 Phone # ,3 - 75-9 - 9 ?/v Zip ?7/ 3 3, Phone # Job Address (where the work is being done) 513 Atli'' 'e2 ! City Miami Shores Villa• e County Miami -Dade Zip 33/19 Is Building Historically Designated YES NO Contractor's Company Name 4- Lek ee �� d • Phone # 76z-r Contractor's Address . /iy0® fJ 7I d-td `/ -�rw& 5-0 ire ,off City State Zip 3/96 Qualifier yel /e ,r) State Certificate or Registration No. + ri Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit I 1 C Square Footage Of Work: Type of Work: ❑Addition ❑Alteration [New ❑ Repair/Replace ® � p p ❑Demolition & (Ti Describe Work: Submittal Fee $ CD Permit F * * * * * ** *Fees * * * ** Notary $ Training/Education Fee $ 10 • Scanning $S- C) Radon $ Zoning Code Enforcement $ Structural Plan Review. $ * * * * * * * * * * * * * * * * * * * * ** CCF $ i Z C- CO /CC Technology Fee $ Bond $ Total Fee Now Due $ E- O (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure wi delivered to the person whose property is subject to attachment Also a certified copy of the recorded notice of commenceme m b _.osted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the ase of suc .osted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing i strument was acknowledged before me this (0._ day of i, ,2OO ,bY _mho who is pers ally known to me or who has produce Signature The foregoing ins day of /A id ratification and who did take an oath. ho has produced as identification and who did take an oath. NOTARY PUB Sign: Print: My Commission Expires: ARIMA £OATISTA MISSION • OD 428255 PIRES: iaig'v i 1, 2009 APPLICATION APPROVED BY: Chc 05/13/03 Sign: Print: My Commis ion" Exp es: -0-0 O.' Plans Examiner Engineer Zoning STATE OF FLORIDA DEPARTMENT OF HEALT'. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: [ X ]New System [ ]Existing System [ ]Holding Tank [ ]Repair [ ]Abandonment CENTRAX #: 13 -SG -28237 DATE PAID: FEE PAID : $ RECEIPT . OSTDSNBR : 06-0677--N [ ] Innovative Other ] Temporary [ NA ] APPLICANT: Taggart, John M AGENT: SM890867, Suarez Guillermo PROPERTY STREET ADDRESS: 573 NE 102 St Miami FL 33138 LOT: 22 BLOCK: 93 SUBDIVISION: Miami Shores [ Section /Township /Range /Parcel.No.] [OR TAX ID NUMBER] PROPERTY ID #: 11- 3206 -017 -1000 SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 64E -6,FAC DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC TIME PERIOD. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ]Gallons SEPTIC TANK A [ 0 ]Gallons N [ 0 ]GALLONS GREASE INTERCEPTOR CAPACITY K [ 0 ]GALLONS DOSING TANK CAPACITY [ 0 MULTI - CHAMBERED /IN SERIES: [Y ] MULTI - CHAMBERED /IN SERIES: [Y ] ]GALLONS @ [0 ]DOSES PER 24 HRS # PUMPS[ 0 ] D [ 428 ]SQUARE FEET PRIMARY DRAINFIELD SYSTEM R [ 0 ]SQUARE FEET SYSTEM A TYPE SYSTEM: [ Y ]STANDARD [ N ]FILLED I CONFIGURATION: [ N ]TRENCH [ Y ]BED N F LOCATION TO BENCHMARK: 9.88' NGVD Cl. of 102th St. [ N ]MOUND [ N ] [ N ] I ELEVATION OF PROPOSED SYSTEM SITE [ 2.2 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 32.2 ] [ INCHES ] [ BELOW] BENCHMARK /REFERENCE POINT L D FILL REQUIRED: [ 0.0 ]INCHES EXCAVATION REQUIRED: [ 72.0 ] INCHES OTHER REMARKS: [SE] House 3 bedrooms; 2,221 sqf of building area. Site elevation: 9.7 NGVD HSWT contour map: 4.0' msl Install 42" of slightly limited sand under the botton of drain field Invert elevation: 7.7' ngvd Botton of drain field: 7.2' ngvd Septic tank category No.3 - -- The register contractor installing the system is responsible for installing a minimun category of tank in accordance with section 64E- 6.013(3)(f) F.A.C. SPECIFICATIONS BY: Lopez, Roman APPROVED BY: Lopez, DATE ISSUED: 3/30/06 TITLE: TITLE: DH 4016, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744 - 001 - 4016 -0) rostds cons 4016 -11 s c7 CHD EXPIRATION DATE: 9/30/07 PacrP. l of 2 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS APPLICANT: Taggart, John M CENTRAX #: 13 -SG -28237 OSTDSNBR : 06- 0677 -N AGENT: Guillermo Suarez, A League SM890867 LOT: 22 BLOCK: 93 SUBDIVISION: Miami Shores ID #: 11- 3206 - 017 -1000 TO BE COMPLETED BY ENGINEER, HEALTH DEPARTMENT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S PROPERTY SIZE CONFORMS TO SITE PLAN:[X]YES [ ]NO NET USABLE AREA AVAILABLE: 0.22 ACRES TOTAL ESTIMATED SEWAGE FLOW: 300 GALLONS PER DAY [64E -6, TABLE 1] AUTHORIZED SEWAGE FLOW: 550 GALLONS PER DAY [1500GPD /ACRE OR 2500GPD /ACRE] UNOBSTRUCTED AREA AVAILABLE: 900 SQFT UNOBSTRUCTED AREA REQUIRED: 857 SQFT BENCHMARK /REFERENCE POINT LOCATION: 9.88' NGVD Cl. of 102th St. ELEVATION OF PROPOSED SYSTEM SITE IS 2.16 [ INCHES ] [ BELOW ]BENCHMARK /REFERENCE POINT THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE PROPOSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: N/A FT DITCHES /SWALES: N/A FT NORMALLY WET? [ ]YES [ X ]NO WELLS: PUBLIC: N/A FT LIMITED USE: N/A FT PRIVATE: N/A FT NON - POTABLE: N/A FT BUILDING FOUNDATIONS: 9 FT PROPERTY LINES: 11 FT POTABLE WATER LINES: 14 FT SITE SUBJECT TO FREQUENT FLOODING: [ ]YES [ X ]NO 10 YEAR FLOODING? [ ]YES [ X ]NO 10 YEAR FLOOD ELEVATION FOR SITE: 0 FT NGVD SOIL PROFILE INFORMATION SITE 1 Mansell # /Color Texture Depth 1 0YR -1/1 -D AN Pi nea Amnd 0 to 24 10YR -R /3 -V P RN CefarsA .S`anely 24 tO 79 to to to to to to USDA SOIL SERIES: 15 Urban land SITE ELEVATION: 0 FT NGVD SOIL PROFILE INFORMATION SITE 2 Munsell # /Color Texture Depth 1 0YR- '3/1 -P RN Fi np Sand 0 to 24 10YR -R / % -V P RN C'.naraA fianely 24 to to to to to to to USDA SOIL SERIES: 15 Urban land OBSERVED WATER TABLE68.00 INCHES [ BELOW ] EXISTING GRADE TYPE: [ PERCHED ESTIMATED WET SEASON WATER TABLE ELEVATION:68.00 INCHES [ BELOW ] EXISTING GRADE. HIGH WATER TABLE VEGETATION: [ ]YES [X]NO MOTTLING: [ ]YES [X]NO DEPTH: 0.0 INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING:Replacement/0.70 DEPTH OF EXCAVATION:72.0 INCHES DRAINFIELD CONFIGURATION: [ ]TRENCH [ X ]BED [ ]OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: House 3 bedrooms; 2,221 sqf of building area. Site elevation: 9.7 NGVD HSWT contour map: 4.0' msl SITE EVALUATED BY: Guillermo Suarez DH 4015, 03/97 (Obsoletes previous editions which may not be used) (Stock Number: 5744- 003 - 4015 -1) [ostds eval 4015 -3) DATE: 3/30/06 Page 3 of 3 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SY CONSTRUCTION INSPECTION AND FINA[. APPRO, AL JUL PVCENEri a 2008 FL of -14.16 PERMIT NO.J � r 1N DATE PAID: FEE PAID: RECEIPT APPLICANT: AGENT: PROPERTY ADDRESS: G� LOT:PI ULOCK yi = == = L SUBDIVISION:_, eSZ = = tam = = t = = = = c STATUTE OR RULE AND MUST BE CORRECTED. CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH =4===..----.================0==t4.====================;.-. SETBACKS PROPERTY ID #:117 3° - ION TANK INSTALLATION [01] TA K SIZE [1]-- 0O [2^] (02) TANK MATERIAL Cro h e fd __ [03] OUTLET DEVICE (04) MULTI - CHAMBERED N l [45] OUTLET FILTER _ ___ ty, , I [de] LEGEND - c7 o! ( (07] WATERTIGHT 1081 LEVEL [09] DEPTH TO LID ,b DRAFNFIELD INST T.}ION�3 �"w °`• n [1 01 AREA [1] [2] - —�—. SOFT .��' [113 DISTRIBUTION sOX —_. a HEADER —. (i4l NUMBER OF DRAtNLINES !$t *$ [13] DRAINUNE SEPARATION [14] DRAINUNE SLOPE L e. e i (151 DEPTH OF COVER 14 [i5] ELEVATION [AB I BM) o NG') [17] SYSTEM LOCATION [ (1a] DOSING PUMPS (19] AGGREGATE SIB (20] AGGREGATE EXCESSIVE FINE AGGREGATE DEPTH FILL / EXCAVATION MATERIAL [22] FILL AMOUNT jf [231 FILL TEXTu!IE A/ [2441 EXCAVATION DEPTH 11 (25] AREA REPLACED j ,+ (261 REPLAOL IE(y - MATERIAL al' 1/15/06 [27] E w FT [28] DPfCHESsURFAG WATER F . FT (29) PRIVATE WILLS. — 1-f [30] PUBLIC WELLS Ft [31] IRRIGATION WELLS _, FT (222] POTABLE WATER LINESJ S _ Fr [331 BUILDING FOUNDATION g . P1' Y2C, [34] PROPERTY LINES . S. ► _ . `FT [35] OTHER FT M• • SYSTEM INFIELD COVER [37] SHOULDERS ORES S IUZATION_,. EXPLANATION OF VIOLATIONS / REMARKS: rr ES [ ] ADDmONAL INFORMATION 1401 UNOBSTRUCTED AREA ow, [411 STORMWATER RUNOFF pk (421 (42] [4] [451 [481 [471 [493 ALARM MAI S AGREEMENT BUILDING AREA LOCATION OONFOFMS WFTH SITE PLAN FINAL SITE G CONTRACTOR OTHER ABANDONMENT [ X ] [49] TANK PUMPED ___,J/ /, , ( Vl [603 TANK CRUSHED & FfLLEDkJ _/ v '&4494 s.,/0b FINAL $YST I�lc�v c � // J f I . CHD DATE: b I X110 0 OH 4015 (Pager 2),10/87 (Previous Editions May Bs Sloak Number; 5744.002;401@-0 ZO /Z0 39Vd Se10.1DVe LNOO 3119 V V, 01-14 DATE: _ Li/ ‘). PT 1; Appftwe instaffeuvornmeor OZ179Z6596E SE:Zt 9002/LZ/90 • Inspection Date: 08/11/2008 Inspector: Grande, Claudio Owner: TAGGART, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 573 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Block: ne Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 - 759 -3460 Building Department Comments 0 le t/ 1-1(D Passed °(( Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, August 8, 2008 Page 1 of 2 Miami Shores Village l�'L�: Building Department leEl* "t 12101 cam_ F 0G-cilci 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 A Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING P igIVED PERMIT APPLICATION JUN 2006 FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address BY: Electrical Permit No. aster Permit No. Plumbing Mechanical Roofing) Jo/id / aG #R / Phone # / 02n" 7 City Jmil /04 S OState ,L..e2E/ A-- Zip 33/ 3g Tenant/Lessee Name Phone # Job Address (where the work is being done) % ,F / ®,e ��_ City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name La Contractor's Address / O() ive City L�� NO X .i i b, /Gn C4 Phone # 5- 7S 6 C State L,t0/e.,//,f Zip "a.3/_:;9? Qualifier Name *l : Phone State Certificate or Registration No. ®o Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ 2_1j 06 r Type of Work: Addition ['Alteration Describe Work: ©p 'PO 4F" Square / Linear Footage Of Work: 1'1 New 1=1 Repair/Repiace ❑ Demolition Submittal Fee $ Permit Fee $ y CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgag Len is Now (ic p licable) Mortgage Lender's Address N * City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The forego' . instrument' was acknowledged before me this 23 day of , 206c , by 0014-- ) , who is personally known to me or who has produced As identification and who did take an oath. • NOTARY P d t IC- Sign: Print: My Commission Expire Signature Contractor The foregoing instrument was acknowledged before me this23 20ac , by Vii% y o me or who has produced as identification and who did take an oath. day of who is NOTARY * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) �fi r6' #nl978,2f3 r23.2oi0 a. * * * * * * * * * ** Sign: Print: My Commission * * * * * * * * * * * * * * * * * * ** Id ,r * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Inspection Date: 08/11/2008 Inspector: Grande, Claudio Owner: TAGGART, JOHN Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Job Address: 573 102 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Roof Inspection Type: Up Lift Report Work Classification: Roof - New Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 - 759 -3460 Building Department Comments 4 /q/11f/1 Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, August 8, 2008 Page 1 of 2 Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel:305- 823 -8008 Fax: 305 -823 -3300 July 30, 200 John Taggart 573 Northeast 102 Street Miami Shores, Florida Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 573 Northeast 102 Street Miami Shores, Florida Information provided by client: Permit Number: RF 406939 Date Completion: 2007 Roofing Contractor: John Taggart Project Number: 08 -1377 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Barril Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test resulis,. we r project tneels the test requirement outlined a copy of our test report for your review. e in tallatian of the roof he above- rnentionccl pm tc file at the above referenced col. Attached please find Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation 0/776f Mol. mad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 573 Northeast 102 Street Miami Shores, Florida Reileh Engineering Corporation -- Project Number - 08 -1377 — Page 2 of 4 Report of TILE UPLIFT TEST for Residential Home 573 Northeast 102 Street Miami Shores, Florida Project Number: 08 -1377 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1377 — Page 3 of 4 Test Number 25 Test Load (ibi) 35 Test Statu Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass Reileh Engineering Corporation -- Project Number - 08 -1377 — Page 4 of 4 • Old i 21 Roof 28 51 15 14 15 26 II 12 24 25 22 16 9 20 19 18 11 25 10 9 22' 41 40 45 42 46 35 `5 47 59 4 44 99 6 i7 5 2 -177 r 20' 08 APPt;OX, 1200F S51" ILOCA11ON5 ANI7 tlMgN510N5 HIGH-VELOCITY HURRICANE ZONES • • • • • • • • • • • • • • • • •••••• • (Petmtr„• cAd,:,_ ( ti.•• •• .., • : . : : • • • • •: • •••• .• • *Ada' 4.bbile Edition 2004.. .'• • " • • • • ••• • • •" _ i l i g h A t e t t a l t y H i g r i c t i n e r : Z o n e % / r i g o u t : : : : : : • a • : : • • • • • • • • • • S*6.0tio.ift.ASoneira.t.ltifomotioril 14aslor.POornif:No... • • • •• CorittaotO?sIlamb gtocv,q1.9.4 • • • • • ••• ••• • • • TGGRV 5-7-5 A.":" • El :10.w..siopo, D Mot hatooli*Ostotieti.Vie. ottiodistetivp,sott4 Et Asowtfc. • *.:::0o*-$10let.ohosp010.0 ngIes I:1 Okw:01.1.1vgas.: " • • • • • • • • • • • • • • • • • 0:tooe:No.. fz". •• ••• •• ROO' Cgr NOw Roof • in ROrtioliti#: RiadOVOritiO. 0 Reparr 0 NialotettatiOo OrS.*.STEM NFORMATION LoWAtope RoaArestkO.F.) 0.1teP,PlOp•OcIfitnor.40,4 (sFy TotattrsO: .4sectio.eta tRoof Ptah) Sketch RoOf.-::Ploils.: ihusrate..a0.*joistotO, ant( sections:, roof -000i scippers, .cky., scuppers and :-.0y4riiovi, 4rains. InOttole iliMerisiPlIA Or st100.6-1.10 P4d IPY:fiki Iii.00fkilititOo*losat*.exiatecf:,Orissiii..eztints and location.:of:pe00i0., is.:I...J.4.4...:,:4,..,...i.4 ' i'l • ' • } " is i r . ri. I:" 'ft I- _ .. , i f • f ; ' j •• . 4 ; . f a MCIERWM1 11 0 7 006 tiUBETT�C0 4 RAL STATE AND COUNTY nut_Es AND RE ALA IONS • HIGH-VELOCITY HURRICANE ZONES • • ••• • • • ••0 •0 •• • • • •0 •0 • • • • • • • • • • • • • • ••0 • • • • • • • • • • • • • ••• • • • • 000 Florida Building Code Edition 2004 • Hi ii'Velo Hurricane Zone Urliform Permit); Ication Forrn. • • • • • • • • • Section D (Sleep Sloped Roof System) • • • • • • • -0 .. •• . •• • • • • • 0 • Roof System Manufacturer: c-e "V;7, 10 • • • 0 • • • • • 0 Product Approval Number: (33-; 072y. o / Mihirnum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): ipta3p2,/a_______0,rp_z_____________a) Design Pressure iiilaximurn Product Approval Specific System: q Method of tile attachment Steep SIopad .R o.of.S:y.stem Description Deck Type: •ype Underiayment. •insulation: Fite Sarney er • •• • • • • • 00 • • • • 0 0 0 0 olo • • • • • • • • • v Fastener Type & Spacing: •Adhesive Type: ype Cap Sheet: A ,-/ Mean Roof Height: /) /e5e„,z fil7a 9° jr<4:1104 00 Covering: Type & Size D ip Oge: 7/3 lec',4.,e • FILIRRICkloiONES •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • Florida au:tiding: Code Edition 2004 • . • • • • • • • • • • • • : .• • High Velothyl-lurticanalZone Ultimo fieunitApplicatiou Forroi i • • • • • • • • . • "-• • • • • • • • • • • • Section E (Tile Calculations) ••• • • • •• ••• •• For Moment based:tile systerosi choose either Method 1 or 2, Compared thtaltter • • • • • for Movith the values' from Mr..11the Mr values are greater than requal tq, &Int • • • ••• •• • values; for eaCharea ofthe-rootthen the:tileattachment method is:acceptable. Method 1 "Moment Based Tile CaleidatimisTer RAS 121" (P1: )— M; =Mr 1 Product Approval M, ) — Mg: =• Ma Product Approval Mr )— Mg: .1‘1,1 Product Approval M, Method.2-"Simplified Tile Calculation Per l'able Below Required Moment or Resistance (M,.) Freon Table fleiow"222/•*1/Product Approval M, 11/11. Required Mornent stame' IVIo=itt Roof Herght —to- Roof Slope 4, 15' 20' 25' 30' 40' 212 34;4 36.5 38,2 ' 361 42.2 3:12 32:2 .34:4 - 36:0 31.4 39:8 4112 '304 32.2 338 361• 37.3 5:12 28,4 30.1 31..6 321 34.9 612 OA 28:0 241.4 .30.6 324 7:12 244 25:9 27:1 282 30.0 *Must be used lay conjunction with.a.list vflnosnent:baserl. f1.1Vstenis:iendooed. b3t.the- Broviarr.,1 County Board:07.1101es an:d.AptitalS. For 'Uplift based tile systems uSet.igatitod a compared..tho-volueslo withAlle values for. f.,-„if the :F' values ,arezreaterthowor.equalito the F., .values, for each area of the..ropf,:.then.thOileattaebutentluediod.isanceptable. Method 3 '"Uplitt Dosed 'file Calculations Per RAS 127" (PI: x 1: W ) — W: x cos 6: = Product Approval F. ) C°5 Fa: Product Approval F. (P3 1: W'. cos 0: = fa: Product Approval F. 17VheroitO:Obtain.:Informlition Desariptio 3nhol Where.to find Ilesigrr:Prcesme • PI •or Pi orP3 8A5127 Taiilb‘licirkojan...eigIneerlog.ruialyiis pre/Arun:T.11E based 011:ASCE 7 atiltoCif . ;tat 13 .Jbli Pip Rote,51o,e ACrodyrrarnioMalipiltr * Product Approval Itqstorin *lidotnetilduc to:Gravi ' Product A..roval Aititohnnett Rosistame I • Product A. .royal 11.Ndired MotWent Rc4i..51ance Calculated :IA Ininturrr Attathmett Rmistance Product Approval itCd: • ift.lbislattino • .tateulted . ArPT1JW9ftL W Product Approval Tilvamiarralorts 'I= length vr4ivfilth Product Approval Ifill:Wc.01Aticns:must lac sulanii tted tp thel3uRding.OffiClals:thetinic-nf RentItspppittatipn, FLORIDA BUILDING CODE — RESIDENTIAL 44.23 SECTION R4402.13 ;..; • :• .•. ;..; •:• HIGH VELOCITY HURRICANE ZONES — REQUIRED OWN!Efti N Y1 A'T` Ol FOR ROOFING CONSIDERATIONS ' • • • • • • • • ••• R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing oontraeilor to.provide:the owner .. with the required roofing permit, and to explain to the owner the content of the stet o :'T1ie •prpisirs of Stci on:. • R4402 govern the minimum requirements and standards of the industry for roofing SyStoi inst.lati7vns. • . • • • • Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. .. • • • •• ••• •• • •...... • • . • • • Aesthetics - Workmanship: the workmanship provision. ns o ;S•etti;nIR.4402.axe r the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. , Renailing wood decks: When replacing roofing, the existing wood roof deck .y have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation etween neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent r is of roofing to be performed. (4?" Exposed Ceiling: Exposed, open beam ceilings are where the underside of the m. roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acce stable. The provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing s removed. Ponding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional ventin which can result in exte ding the service life of the roof. caner /Agent' S' Date Contract • r ; gnature Date IseatuemenuottnymoN - OF A C (NO Tile Corporation 8825 NW . Sanwa This NOA, is issued The ' _ . reviewed . Review Commitate to be used ht Ward DatbsCounty and oder awls where Jurisdiction A 33134063 (X* . - t !AXf . '3 . -. .. . . . .. .. . • . . . . .... . • . . . . . • • • • •• • • • • • ••• •• This A not be valid after the expiratiett date stated below. The firmsirDets County Product Creosol Division On ;Px : Dade County) andlor the A (ki areas raberthart i sr:tas,` Dade County) mem ri to have dtis mead of for quality normal "s` If this . _. the accepted rammer, the mertufacuner '9 of such testing and ate MUn revoke, modify, or suspend the weal such product mesmerist _ wi `on. BORA reserves the tight to revoke this ems;, if it isd d by Miami-Dule Couto Product Coatml Division i the product or =twig fails tame& thwrequirements of the wheal* building code This product. is approved as described herein, and has beat designed to amply with the Righ,Vektcity Building Zone oldie Weida ElFSCRWTION: Royal Clay Roof Tile LABELINGcjiackugieskableara ' '_. 44 Istol with thei sesothmanees �' s unless RENEWAL of * NOA be oomidand after a renewEd beta dune in the a l *vely affecting the performance ofthis. TERAUNATION otitis NOA will occur vita the expiration or if there has teen a revision change in the materials. ._ of tbe product or proem Misuse of this NOA. as an et of any product, for sales, advmtising atty fraix: NOA. Faure to comply with any section of this NOA slum be for removal of NOA. ADVE T: The NOA umber weeded by words Afia"askt Qrauty, amilellowed by the expiration date may be &playa in advertising literature. If any portion of the NOA is displayed, then it shall be dew in its . has no INSIWTIM A copy of -NOA shalt be prwded to the t t: f be available fiar inspectke at the job site atthe of the Ibis NOA renews 0341414.05 and - cousists of pages 1 ? :r'+ s _a '5. The 0°0 ,$• was reviewed by Alex Tigers. manufacturer or 4.. NOA No485. I e WSW APPoselDatet Page 1 45 i{+d:s1 Wk hum AL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • • • •• 000 •• • • • • • • •• • • • • • ••• •• • • • 2. PRODUCT DiNCRIMON Sart Gay _n* N /A. Trim Pieces The Cowl* ' Tim Owns fur The Center ten Applie4 RedissdnehuotAgies Redland Technologies Tednelegies 1 ;: Test TAS 1 1= vales TAS 9 4 6- 8 raying thickness (he piece with two nail Wes Vac nail-on„ mortar and `nen applications, _.. 2 trim, testy tro `for neat kiatedsetuted fir .,;' tat .,. 9 -8 94456 -9 25-7 -1 . Project 07. 07-00 -91 (307023) 7161 -03 APPS Il 7161 -03 Appendix DI P 0647 -01 P 0631-01 PA 101 PA 102 PA 101 PA 100 PA 108 (Nati-On)' Static Uplift Testing PA 102 & PA 102(A) PA 108 Mortar PA 108 Set) Aug. t994 Ntkk 1 Espkutkvsnatx 02X111/. PaitZatS iOtAML Rutland Todmologitn 3. LIMITATKR3 3.1 Pfre 3.2 For mar cc 3. P0402 • • ••• • • • ••• •• •• • • • • •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •• • • • • • • • • • • •• • • • • • • • ••• 1• ••• • •• ••• 00 • • • • • • • • • • • •• • t • • • • • ••• •• e� ,{ y�TA5 1 . ® in '.4,b. 3.5 mopped undedaymmt amlications may 3.6 by embattle= 4. INSTALLATION 4.1 S `Royal" its shall be installed in strict 4.2 Application f, .: x 43 ; RAS.1 I8, RAS 119 and RAS 120. .2 D*ta For Attacbment . Calculations PaPenaketer the roof *ye Menem deck rale' shall be ie �43Eflft3f%82.!yt`3 TI O. Nfkk j-0.. 0$021A1 &platten Mtn Mutt. APProval DNA P 345 Tile 2a:1 4n:12 Royal EThed Deck ,. _ k. _. 5.1 5.0 4.9 4,.6 Nfkk j-0.. 0$021A1 &platten Mtn Mutt. APProval DNA P 345 f • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • ••• • •• • • • • • • • • • 2 • • • • • • • • • • • • • __ mot--- - O - _._ _ a_ Y . •• • • }- •.• - .._. •-•M_. tor 11111111, 640.• 5. LAMING 5.1 All tiles sball bear the imprint or or following Approver BUILDING PERM' REQUILREMENTS 6.1 lipplicarkat permit shall be aceettyaliatity copies. of thefollowinv 6.1.1 This Notice of Accytance. requited 6.1.2 Any odor documents by the Building Official or applicalde ... code in order to purely et this syssmn. NOA Nua 054,21.66 APProsainetfteVAM Page 405 • • • A • ..• • • • ••• .. •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •• • •.• • •• • • . • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• .• • • • •• .• • ••••••. • 120 OW ACCEIPEMC ;G PageSet S WILDING t t numuctvommtwasow NOTICE OFAOanwr Inc. 11715 Intulremm Road Tomball, TX7737S • • • . • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • am] $��, A 331304,63 • • • • ��'uviY I.4' j • ASV$ •. 2F • • • • • .••••_._•__. • This NOA is l the - winning the use of construction The don submitted has been reviewed by t BCCO and e. by >hBullring .0 anti e Review Com" eta beamed in Miami Dade County red other areas where allowed by the Authority Hain AIWA' (AUJ), This NOA shall not be valid ""' date stated bald The RCM (Le Cotmty) andtor the AW in areas other than Maud Dade County) reserve the right tO have this - or -. for quality assure= purpose& If this fails to perform in the accepted num& the will. inter the expense of such testing and the AM may immediately make, modify, or the use of such Induct or material within emir jurisdiction. BCCO reserves the right to revoke this take, if it is determined by BCC° that this product m fails to meet the rep" of flee In building cod& This rodeo is approved AS dacribed and has been a to comply with the Southfield& Buddies Code, WM Edition for Miard-Dade County or Flock's Building Code. DESCRIPTION: -0 One Roof irde.Adhesive RENEWAL of this NOA shall be a mnewal Opplitati011 has mut Wen no clumgein the applicable affecting the perfon :+ ' TERMINATION of this NOA will oar after the or if there hathem a revision or din the materials, use, suitor manufanne of the or rocas& kfisuse of this .NOA as an endeesenient of any product, for sales, advertising or an otherpurposes shall "ally terednate this NOA. Failme to comply with any unction tA this NOA shall be "don and removal& NOA. ADVERT` The NOA number preceded byte words Miami-Dade Miami- City, Florida, and followed by the expiration dste may be &played in advertising literature. If say pardon of the NOA is displayed, t it ill be done in its INSPECTION: A copy of this entire NOA shall be provided to the nserby t orits distritmtors and stall be available for limumtion at the job site at the request of the Building This NOA coming of pages I duough 5. The submitted docummalirm was reviewed by lurk A. CPRC NOA Ne.: 04-1116.01 Datatt0 Approval Data 60/24100 Page 1 d5 Rxwm ASM1RLY APPROVAL: e Sub eMagerr Me Mat& Meader Polymethene • • .. .. .. .. • • •• • •• .. .. • • ••• . .. ... • • • ... • • • .. .... • •• ••• •• • • • • to where thematut aiD :f( sF`F.` gym- dfte'ed by not mold the design memo value% at obtained by -intta .-_RAS 127, u ta One, and where dm anachnemt calculation shall bets as an 2. PRODUCT. DRSCRIPnON Maneactneed by Prdysetene Product DISLYOR rink component polyurethane foam roof tile adhesive 2.1 Ct or +mod by °therm Any bbaud.Dade County Pueluct Control Accepted Roollik Assembly having ate NOA whith 1s moment resister= values with the as of Poiret *One roof tile adhesive. 2.2 Typical Pilyakal c Density. Compunsive Strength Teams Strentil Water Menem Vapm Danstrassion0 "Waal Stability Closed Celt Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 AS!IM D 2842 ASTME96 ASTM D 2126 Botta 1.95 lbsift.30 7.8 psi 139515 Pandlellorise0 4.22 Lbs.l1'420 3.5 Perm / Inch +0. Vohane Change 4 700 C., 2 weeks ASTM D 2 72.14%0 3. LIMITATIONS 3.1 Ike classification isnot part of this accepume. 3.2 Polyset One an 1* used widt , low, t e . 3.3 Minimum undethqsrunt shall bein complime withthe Roofing Application StandartRAS 120. 3.4 R o o f Tde manufutuust acquiring Incept= f o r the use ofPolymt ta +C unftile with their l teat in accordance with RAS 101 with section as modified hen. 3.5 NOA Na ►: 04.1116.01 Expiration Data: 4/10 Apporral Date: 01117A105 Page 2of5 4. MUA IATlON • •• • ••• •.• •.. • 4.1 Upset -. ±4 `. - - • •a: •i! • • • -. 43 �- � vASl{ S� - ! �,L� and 4 rlliesive statunca with die use of Myna Olt One shall } =S yid aufratital .f •'4 •!: resistiace, to • as an or. - li lts! .3si;,. e-a�stq� .•• determined in +'�IRSI xs. k:5 ,L(�e A_' i 6 - .-:' .1 S 127. a allusive attachmmt data is noted in the roof tile assembly NOA 4.3 Ptgyset. One roof tile adhesive and its components shall be installed in amdatme with . Application 120, auti Polyfoam Ine. P One (*raft on and 'Booklet 4.4 Installationmest be by a Fanny Trained Vtmlified Appliatert approval ard licessed by Polyfcam Products, Inc. 4.5 Tiles must be Whaled in fieshly applied adhesive. Ilk must be set within/1 minutes Myatt 0th has been dispensed. Polyset eltOne placement shall bein avoidance wilt the Tslacennat Datle Each gene& We profile regains the spec placemea noted lit; Table 1: Adhagve Pln For Each Generic Tile 1)roille Profile Typical Placement Detail Fla, Low & High Profile Ifigh Profile 2- Piece Barrel #1 Wed Per Paddy #2 6.$ 8.7 5. LABELING 51 All Polyset ® One combs= shall comply with emiditionslisted 6. WHAM 6.1 As retpiired by the Iktilding Official or held code in to pmperly evainate the installation of this system NOA No.; 04. 1116.01 ItipiratIon Date; 01144/10 Apprev1 Data mates Pagea°TS Details • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 000 • • • • ••• • •• • ••• • 00 • • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • 1 • •• ••• •• • • • • •• • • • • • • 000 •• NOA N04 04411641 0 A rage 445 • .'••• • • • ••• •• .• • • • •• •. • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • •l• P T D E L U I S ADITENVE • 0 0O (Comma) • • • • • • • • • • • • • • • • • • .•• • • • • • • • • •• • • • • • • • • • ildmagewriArria, # • • • • • • • • • • • • • ?t • • • • • • •• • • • •• ••• •• • • • • • �► • • •• • • • ENV THIS ACCEPTANCE • • • ••• •• N..z e4- le Approval Oslo O Page 5i 5 MANI IT-4 BIBI DING C fOMPLIANCEOFS'ecg (BCCO) PRODUCT CONTROL D NOTICE OF ACCEPTANCE OA Shnpson Strong Tie Co., Inc. 1721 Conch Drive. MdCmney, Texas 75069 APE: This NOA is king island under the applicable mks and regulations governing the use of tonstruction mated*. The Sian submitted has been reviewed by 1Vriairk-Dade Cormty Produoteontral Division and accepted by the Board of Rules and Appalls (BORA) ID tensed in Miami Dade Cry and otha areas Aim allowed by the Authority Having Jurisdiction (AHD. This NOA than not be valid after the agitation date stated below. The min -Dade Cry Product Control Division (In Miami Dade County) ii/or the AHd (in areas odor than Miami Dade County) resale the right to have this or noterial tested for quality assurance purposes. Ifs product or s to perform in the asagted mower, the manufacturer will incur the expense of such and AM immediately revoke, modify, or the use of product or material within their jurisdiction. SRC resales the right to ramie this acceptance, if it is deteimined by Miami-Dade cy Product Control Division that this product or mataial fad to mettle regthanatO oftier applicable code, This product is appioved as and has been designed to amply with tie /fish - Zone of the Florida Bruldirg C DESCRIPTION: Wood Connecters LUS, NUS, NOUS, IIGUS, UGUQ, SULlR,UffiU S1J & TRA. APPROVAL DOCUMENT: ' No. DC2301, sheets 1 5 of 5, tubed "Truss Haws, LUS & IIUS HBUS, HMIS & HMI Hangers, SUR!L, HSUR/L & TRAWL Hawn & THA Howe dated June, 2002 with no revisions, prqtared by Simpson S Te Co., Inc. signed and std by 1 M. , PE, baiting the Miami -Dale Product Choi Renewal stamp with the Notice of Accettance OM) zanier and by Product C antrol Dom. MISSILE IMPACT RATING: N one LABG: bear a label with the "factures a logo, city, state and following statemat 'Miami-Dade County Product Control Appnitee, unless otherwise toted herein. RENEWAL of tbis NOA shall be considered after a ninerod application has been filed and there has bem 3a! change in the applicable budding a& negatively afiretbs the performance of this TERMINATION NATION tutus. NOA will oseur liter the expintion date on Ether has been a revision or dime in the o f t h e of this asrrn emknonnat of any praket, for salos, advertising our any other sball Y ni 3A. NOA. Failure toonly wwith any ` o fth NOA be o four and of ADVERTISEMENT: The NOA numba precaled by the wools Miami-Dade County, Florida, and followed by the agitation date may be displayed in advatising literati= If any portion of the NOA i it shall be done inits ' - . INSPECTION: Aany of this ewe NOA be provi wd to the user bytes manertheturer or its distalutors and shin be inaidik for inspection at the job site at the squat of the Boil Offieltd. This NOA revises NOM 00-0512.06 and of t page 1 as will as approval me submitted documentation was reviewal by Cameo F. Foot Pont PE. MCOUNTY; TIMM T3 OtIrS ` I 1 33130-1563 (305) 375-2M FAX (305) 3754908 •... • • • • • • • • .. .. • • • • • • • • • • 4 I NOA No 02- 0119.02 Expiration Date: Jane 20, 2003 Approval Dom: April 17, 2003 Page 1 awn Strang Tile Caispany, tit 1� .` $ � . -; L • • ••• •. •• • • • • • • • • • • • • • ••• • •• • • • • • •• • • • • •■• • • •• •• • • • • • • • ••• • • • • • • • • • . . •••• • • • • • ••• • • • • •• • • • • • •• • -• • • • • • • • • •• • • •' •• ••• •• A Drawings s3 ' T� Co., Inc, titled J f ARIUS jG{S f =IQHangers, SM., MBA. & IZ{A. • • , DC 2301. Aerial through 5 of 5, d t d June, 2002 with no resisiens, inaledby ) M. Cam, PE. B TEST Ted marts on wood connecters per ASTM 01761 by Certified Testing R. Pod, PE. Rupert No. Wood Cam' Direction C1.L 1600 0 HOUS 28.3 Down & UP CIL 0182H & 01039 HGUS 28-2 Down & Up CTL 009511 ROUS 26-2 - Down & Up CIL 15190 & 01038 HGUS 26-3 Down& Up cu 14770 &16000 SU11R 26 Demi & UP C1L 013611 &01821 HSUL 26-2 Dowunerd C1L 1477H & 15540 MIUS 28-2 Down & UP CTL 1519G& 1477H HUM 46 Dunn &UP CIL 013611 T11ASL 218-2 Downward CIL 16006 THASL 218 Ind C1L 15540 Q 26-2 Dom & Up CTL 0269H & 15546 -1 H GUQ 26-3 Down & Up CIL 144513 & 1554G HGUQ 28-2 Dom& Up CIL 1600G & 14450 HGUQ 28-3 Down & Up 01 82 03 04 05 07 06 08 09 10 11 12 13 14 C L 2 3 4 5 6 7 1. 2. 3. Dale 01/10102 01/30/M & 02118/02 01/30/02 121181112 & 01/30142 12/06101& 01/29/02 02/07/02 & 12103/01 12103R11 & 01/02/02 12/17101 & 12/03/01 0212 01/021k02 01/30/02 & 03115/02 01/02/02 & 111201 11/28/0181 01/22102 CALCULATIONS Report of Design Capacities pupated by Simpson Te o., Bide Signature xM. Gitahap, PE L M. Cam, PE. 1.M Oilstrap, PE J.M. Marv, PE 1. M. Gastrip, PE. 3. M. Manx PE M. , PE Product Merbd BOUS Sys SUR/L Series 1R. 26.3 11EIUS 28-2 HMS 46 T1. Series IRAQ Suits Na. .f PAS 1 through 6 1 through 5 1 through 5 1 through 5 1 4, 5 1 through 6 1 through 6 04111/02 07/11102 07/11102 07/11/02 07/111002 06/20/02 06/18102 STATEMENTS Code" knot intnd Siaperr Tip Comm, 1nc. on 03135103 P13, Tie Ina en OM= Notional:a beast letter *sad by Sawa P1?. on 01/15103 and signal Nochange Mao istundby Strong T", Irv. Candies F. Yost PL Sr. Product NOA E r .I�OA. 10 02471%02 IrapiratIon Date: ,%a 20, mat Dal= April 17, 2003 • °. • • • • • • • • ••• • • • • • • • • • • . ••• • • • .-- _ • • • • • • ••• GENERAL i+ T_E_S 1. IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FO ,OW ARE BASED UPON riE LOWEST VALUE OF THE FOLLOWING: A) PER SECTION 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE' HANGER TESTS DIVIDED BY A FACTOR OF SALTY OF THREE WHEN TESTIS IN ACCORDANCE- WITH ASTM- -D175. B) PER SECTION 1707.3.1.3 OF THE CODE, THE LOW ST LOAD OF THREE TESTS RECORED IM4ERE THE JOIST MOVEMENT WITH RESPECT TO THE HEADER EQUALS A DETERMINED FROM TESTING IN ACCORDANCE NTH ASN- D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING maw OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DES ON SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD I TH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF G60. 4. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR 1MND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. AVOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. 111026;11111 1111101- Ell EMEril A La I i IEJ FAI s riPSON T? 1,2A LUS LU •` •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • -• • • •• • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • ...` • • • LU524 mpi p 7�ch'rF �(%�':.flfjYTT�:ZIP ligabad iiiiii1111111U11111IMINOM MAIM ELIO -7 .ice f i 4-104 2--104 "— TII Tlamalie 4-16d 2 -164 INIENHIMIlli 18'1•" 1111LWm1 18 LIVIA t C'mx4 % Manilla' 19it 1111Mil 4IMMEI 18 libillIMEtill 164 ..; Vik au1murd. 6-i &•. rr 1140 MERIN t UiLA 1131Eral L E14 -104 930 ' SIM 3 1 8 9" Wall POZ1MI N meal s mem `F1 18 tIJI 10 15 16` INFAIM 1111WAII PM AN IMAM MIMI Lr %131 1111M1111 MAN Waal T�lilar3I wall NUMMI 11111131111111 EITADA I T1 M 640 4-164 4-104 4-164 6-104 4.104 1140 1140 931? 1? 1000 1055 1.US28 -3 1.1.19270 LUS210 -2 18 LUS310 LUS46 18 LUS48 LUS410 M 11 11US26 HUS26 -2 HUS28 16 18 18 18 16 14 8 -164 6 -164 164 6-1 KUM 10-164 M' 4-164 6.164 4-164 4-16d 6-16d 16d 1710 1765 1765 EU 111 ;Mil! II FZUNIEMIN !7 1140 KEAN 765 4-164 8-164 6-164 0-164 6 -164 m MEd Wall" Milli 1, 164 6 -164 SEEM INID.CiIII 4 -164 080 a ek Pam MAI a&a LIMA t u r Fri*TramilliallEITAIII 9 3 6` � 1r T�ii tall11111111111111111111b1111Lakaraill ire. 3 9 6 15 16 111.11111 • -164 I: IIII3 wIr 410 Kum 3 9 j 8 15,j] j IKE WALIA 10 1 alb trimra'j 1265 1765 2030 2585 HUS46 30-164 8-164 1765 1505 2010 2510 HUS412 8-164 8-164 2160 2010 251.0 NOTES:. 1. NAILS MUST BE DRIVEN AT AN ANGLE THROUGH THE JOIST OR TRUSS INTO THE HEADER TO ACHIEVE THE ALLOWABLE LOADS. voilat • • • • • ••• • •• • • .• • • • • • • • • • • • • • • • • • •• ••• •• •• • • • • • • •• • • • • • • • • ••• •• JOIST DOUBLE SHEAR NAILING -(RJR TO DETAIL A) laSea T 1 ATl HANGER JOIST HEADER NAILS (STRAIGHT) IP , , 1 ,.....s.„i„,,, mik ;,—„, fi P JOIST NAILS (ANGLED /DBL SHEAR) DETAIL. A (SEE 1IO1E 1 BELOW) HEADER tht Prefect Coma .a2 8 1 0 COUCH OL MCIONNEY, TIC 7506 TEL: (800)999-5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dw9 by :DSB Chk by JMG Sheet 2 aF 5 SIMPSON • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • •• • ••• • •• • • • • • • • • • • • •• • • • • • • •• •• • • • • • • • ••• •• • • • • • • HEADER DOUBLE SHEAR NAILING REAR TO DETAIL A JOIST _,�'' SHEET DC2301 -2 JOIST 1-IGUQ 1NSTALL6T1GN HHUS/HGUS INSTALLATION MODEL N0. GAUGE DIMENSIONS MILE EMI Li X3716" 5.Je I37 6" 71 8" 1 INN 5 1, 8" El 111113110117251111113111111111151 ,""Tmisill1111 5 1/8` MALI HHUS46 t OUS26 --2 HO1S26 -3 H 528-2 HGUS28 --3 HGU025 -2 HGU026 -3 HEX WASHER HEAD FOR EASY DRIVING BUILT -IN REAMER 'TIP CUTS HOLE FOR INSTALLING W11HOUT PREDRILLING S0S SCREW SDS SCRgw FASTENERS HEADER 22-16d 14-16d 20 -18d 20-16d 36 -16d 36 -16d T 8-16d 8-16d 8-16d 12 --151 IngSMINIZEIMM 2o- -r SO ALLOWABLE LOADS 2180 1220 1435 1885 2765 3335 1770 1770 265 2655 4260 2025 4065 3780 1. Nails must be driven at an angle throught the joist or truss into the header to achieve the allowable lord 2. Refers to 1/4" SDS screws by Simpson Strong —Tie where the length into the header be 3" or 4 1/2" such that the length is ewe, to the overall width of the header plies 3. Joists shall be made of lumber with a 200.55 or better 7 p tea; Oft. MCK9INEY, IX 75069 IELt(800)999-5099 Dw #: DC2301 Dote: 6/02 Scale: NIS Dwg by DSB Chk by !G Sheet A� .• •• • • • •• 00 • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • 0 • ••• • •• • ••• • •• • • • • • • • • • • • •• .0 • • y • • y • • • • • • • • • • • • • • • • • • • • 8 hie him (4)10d NAAS UM TOP OF HEADER HEADER JOIST SUL /R & HSUL /R !NST,A JO ST THASL/R INSTALLA TIQN PLAN VIEW OF SKEWED HANGERS 1. A mintmten of (4)10d Neils must by nailed into the top of the header 2 Joiet may be square cut or bevel cut 3. Allowable load is based an a minimum of 2" thick header 4. Allowable food is based on a minimum of r thick joist 5. Joists shall be made of harm with a Sfw0.55 or better 1720 COUCH OR. MCXINNEY, TX 75069 TEL; (800)999 -5099 Dwg DC2301 Date: 6/02 Scale: NTS Dwg by DSB Chk by. jhic Sheet i Or a, • .. .• • ...• .• • • .. • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • .• • • • • • •• • • • • • • • • • • •. • • • •••' .•• • • • • • • • • •• • • • •• • • ••• • • • •• • • • • (2IFAOE WAS PR MAP 4X NAUR (2)s PER THA 4 8022 -2 (2) TDP N4,S PER MP 4X2 FLOOR MUSS REFER 70 tom.. WM MAILING DETAIL SHEET 2 OF 5 TRUSS tWIGER 1} A )NST J.L6TJQN (1)PER sr1 A® M NA G iH Th1, A 1!1ON NOM 1. FOR 'PE i11 UMW W 11119810 SOMME MOORES IR4T THE WS WED FOR THE JOST iaTADOSSFT 11IIST HE ORM AT AN ANGLE SO UW THE MSS P THRUM A UMW THE cc FB R) W »E .166T WO DE lEJl1 . AM? D DC SAP 146'T BE F OM THE 2. FOR ALL. 'was T 711E 1K 29. DE We= IPa (4 F Wf BE FQI.LO1120 MALE SHEAR HALM 6 NOT POS'11E ROWED THE SiFrap 15 Rap-FoRme OVER THEW OF D9: HEAVER A 166Balt OF 1 1/2' FOR THE DM213 AND Da t414 ANR r FTJR Au. an Mtn AND A MINIBUM Of (4) TOP MD (21 FEE HMS ARE MD. S. Au ME INS &VW BE 70 we 1AAE 1ME MIS USED FOR THE JOIST ATiJM9 mva must BE MEN AT AN IME 9 VIHAT THE NW S PENM AN 7160091 THE WHEN OF THE JOST BOO inc MI ER. Mme. M OMAN Am T ;7 T 11111LITN&1111111111111131111111 MAN lik711 MAN WAN Min IPAIII0111 1= 11111C111111 111111.1iMLAIIIIIIHM1111 NEM 1-011 MAN WAN C=7,1 MOB ILIZETSIMI MIN NOM Illa.A1 '111111T-401 It llnElka 1111E31111 ETA Fl �A741.111 r�� X'�L �L �C ?, 1 EIC 1�i. . . , nX3111l 18 r ldIliK il1 r` ZIX111 ,r� 111 Mr= aims miL311111 PRE1M11411 SUM C'2-41111411111 . iK" T E412 .1111111 —'." NM= V-411111 serszras arm Ef 1111174111 WOG ka/R711111111=1,-f1111111112111111111=1111111117,V4 11111 T 11 01571 C`i ii WAN ter ASC', Ma iv; 111114:110111 L 1 11 tP+ ir'� _ -li'� *ris PAN u'*'Q 11:1 Iiw�[L!n EMT,F�.l11113:21 — — 111111:21•11 -w c•:�. SI T + 1.rniti.'ft`'-Una Mid fE'S ?`?A ICAOC."il�.� Li�� ;�r+� 11[151%-f4111111011111111111211111111K r11 {. >.: 11111111W410111 M >ari orris 1 Ilicitlian1111111ft1111111111111112111111E-Will 1111111[i! NIII 111111NIE11011111 i EVLE.'i111V ; &(i — i' 1 Ei- _ 11111I,M ( ill t@I IEEFIE ,�rNita iCimay'iii(17.1�!{111M I�111111 FI�f{ 1a%: Will1�'T• 'J 1 1.117�.'yy��';Jyyr`.¢^'yy4�0111L'7/,✓iJR.11311 1 rt'i,i,,�1r F�a k r m - ' ' I' YiL:a:1 �u rJ, � 11111FW`l1I�L°1+ 111111=/�`Si,Ar.e�� NEMEr`I.EL . :1111 ANN I= 11=0171. / ; 111110. ��/�Sy� 1111111111�rt�L. E 11,E1�11 i.':� WW1 1111 111111111!t• .�. �..1 =Pr; 1111111L4J 1 1 4 -% 1. 11111VanAll MIMI Will 1EI3KA WW1 R . MUM micamorzm, m i 111112i i 11111:LiglAll IrrAlEtiViii NOM KNINIF/11111 NM AIM= r4:11•1;___ 1111111161111 111filafiNVA r#.4, MOM LON CALNIIIffilll Mal 10.= 0111111111110M111 3 .A Y";r J fr ill; 1720 COUCH DR. MCKINNEY, TX 75069 TEL: (800)999 -5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dwg by DSS Chk by, A; Sheet 5. OF 5. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 09/24/2008 Inspector: Perez, JanPierre Owner: TAGGART, JOHN Job Address: 573 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: LES KINDER A/C Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: (305)238 -8821 Building Department Comments INSTALL NEW AIR CONDITIONING AND DUCT WORK c21g Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspector Comments Monday, September 22, 2008 Page 1 of 2 Miami Shores Village 1-47C Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING p `� ° PERMIT APPLICATION 111 JAN 2 4 20U1 FBC 2004 BY: - °--- - - -- -- Permit Type (circle): Building Electrical Plumbing ( Mechanical O� Owner's Name (Fee Simple Titleholder) .j0 A n 7-444,47 Phone # Owner's Address 23 4.J � ®� ,.'r" City /7i p-+-) State FL Zip Phone # Permit No. Rc aster Permit No. Ca Roofing Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 4 5 r tit N f- P- - A /C.- Phone # 36 ?-3 g- ?.g ? / Contractor's Address 19 7 70 5 I% dt c.) 5 T City D Mt.ST E..A 1 a j State -SL. Zip 3 3 a 3 / Qualifier Name /.4.5L.. ! E. K txi 1) 1-i' Phone #3D, 33C " 7'3 7 State Certificate or Registration No. X60 3 3 rp Certificate of Competency No. er's Name (if applicable) MkoAL 046A4f1 OA— Phone # d i ` 2 S-41 • Z l S Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 4300 Radon $ DPBR $ Zoning $ * *F ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** CCF $ CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ '00 See Reverse side -+ F' 1, l■ r i I C_1 * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 4300 Radon $ DPBR $ Zoning $ * *F ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** CCF $ CO /CC Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ '00 See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this z3 day of�� -j ,200,by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: My Commission Expires: MANTIC BONDINOOVIC ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) s.2,, 4 / C''i5 Contracy.r The foregoing instrument was acknowledged before me this day of _ , 20 0 by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Co My Commission # CC 741323 11 rAD xaiNDED THROUGH C BONDING CO., INC. Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ��CgIIdM PERMIT APPLICATIO APR � Zoos. FBC 2004 ‘1( ,lu� Y. B Y Y Permit Type (circle): Building Eleca1 % Plumbing Mechanica ' /� `�(RoofingQ ?/9 /H 6 &Phone# . /-✓ ` O Permit No.. C-0 Co `G Master Permit No.2 C Db 9 &S Owner's Name (Fee Sin�1e Titleholder) J Owner's Address 7.3 /2E- i C i t y i / V State , L Tenant/Lessee Name Zip � .� Phone # ^ Job Address (where the work is being done) 7 J Ai (0-1. City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 4,� 5 1`r do D .g A C> Phone # 3 0-S— �° / Contractor's Address 1 9 7 7® -5v) ?� 3' 7— City ¢-1-e e : s r - ? State Qualifier Name a G. (g - (< JJ /2., Phone # ..3' '. 3 g- 70 7 State Certificate or Registration No. C G® 3', :9. .S. Certificate of Competency No. Zip O3 / Architect/Engineer's Name (if applicable Phone # Value of Work For this Permit $ Type of Work:. ddition DAlteration Describe Work: 7'" t.. L A/ e Square / Linear Footage Of Work: N w Repair/Replace ❑ Demolition + e / A) ** * * * * * * * * * * *** * * ****** * *** * * * ** * *** ** Fees* ***** * * * * * * * *** * * * * * * * * * * * * *** * * * * * * * * *** Submittal Fee $ 0 • Permit Fee $ CCF $ e CO /CC Notary $ DC) Training/Education Fee $ ) - 0 Technology Fee $ 4° . 40 Scanning $ 3 ° Radon $ DPBR $ Zoning $ Bond $ Code Enforcement '$ Double Fee $ Structural Review. $ Total Fee Now Due $ 7 ! See Reverse side' --* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning: "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent Co The foregoing instrument was acknowledged before me this 21 The forego' g instrument was a i jowl edged before me this s, 1 ,� , day of P% 4k-- ., 2(1(20, by fah t C'_q 9 Ci day of 2( b 1C— ,� ., i',� V'r who is personally known to me or who has produced who is peon ly kr -to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: a a Lois E, Limo My Commission Expvres: LOIS E. LINDLEY 40 Banded Thru Notary Public UedemItan APPLICATION APPROVED BY: .. (Revised 02/08/06) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, I1 Phone: (305)795 -2204 Fax: (305)756 -897 Scheduled Inspection Date: February 09, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (305)759 -8710 Parcel Number 1132060171000 Building Department Comments Inspector Comments Passed 490 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 06, 2009 Page 17 of 30 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 07/29/2008 Inspector: Levrock, James Owner: TAGGART, JOHN Job Address: 573 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: EDDIE ROJAS PLUMBING INC (10-15S Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 - 944 -6788 Building Department Comments PLUMBING WORK FOR NEW ADDITION z ,yANb 0 70 alvare Passed ,� , • ct r Comments JY1Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, July 28, 2008 Page 1 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING ' ` 2VM Permit No. W SOCe2 1 % i PERMIT APPLICATION �'� .' 2 6 2006 aster Permit No. FBC 2004 Permit Type (circle Owner's Name (Fee Simple Titleholder) BY `Elect% ical Plumbing �f / Mechanical RooQfin^g� / �- i� II r? rh (t/ -1 Phone # 3 ©s 7 s' 8 l ( 0 Owner's Address S /V 0 City . Tenant/Lessee Name State vL- Zip %. Phone # Job Address (where the work is being done) J C,----e City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name � �' r Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. ArchitectlEngineer's Name (if applicable) Value of Work For this Permit $ Phone # 1200 Type of Work: DAddition Describeyfork: r ( Ac d "i l otn Square / Linear Footage Of Work: ['Alteration ► ew _i ' epair/Replace ❑ Demolition .- S ) 1 ** *, *, **** * * * ** *** * * ** *************Fees********************************* * ** ****** * * * * * * **, *** * * ** * * * ** ** * ** _ Permit Fee $ �. 30 CCF $ p CO /CC Notary $ Training/Education Fee $ Technology Fee $ - Scanning $ ° Radon $ DPBR $ Zoning $ Submittal Fee $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 24 S See Reverse side - * Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent Contractor The foregoing instrument was ac owledged before me this 26 The foregoing instrument was acknowledged before me this day of vJ tlyl , 20° 6 , by i---, 1,71—day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Co on and who did take an oath as identification and who did take an oath. '�� - STATE ®F ► YO ®RIIJA NOTARY PUBLIC: He�rlandeZ � M. on # DD476 - S r'a «ed c :7i�J Sign: 1 %1 Print: on Expires: J My Commission Expires: APPLICATION APPROVED BY: e (e/0 7/0 (Revised 02/08106) Plans Examiner Engineer Zoning NAME: VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT JoI� 6C4 ]I DATE: ADDRESS: 573 1iL / )01, 5- Do hereby petition the Village of Miami. Shores.to act.as my own contractor pursuant to the laws of'the State of Florida, F.S 489.1.03(7). And 1. have read and understood the following disclosure statement, which entitles the to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a cornniercial building at a cost of $25,000.00 or less. The building must be .for your own-use and. occupancy. It may not be built for sale or lease: If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility.to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any .person working on your building who is not licensed must work underyour supervision and must be employed by you, which means. thatyou must deduct F.I.C.A and with - holdings tax and • provide workers' compensation for that employee,. all;as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing Ini tion 2. I understand that as an owner - builder I must abide by all zoning • dinances and building regulations in effect at the time of permit applicat'a•�� l7 1 .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and inte • ret the code. There is a copy of the code in this office for review. 4. I' understand that the building official alter or give advice on how to meet minimum code. and inspectors are not there to design, code —. only if the structur-., eets the CVL"" 5. I understand that as an owner- builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate "any contract disputes Init 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. I 7. , hunderstan'd that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. I I. understand that under state and local laws I can not do any Electrical, Plurnbing, Heating, Air & Roof work on my. property with out first obtaining the proper permits by licensed contractors. Ini Was acknowledged before me this day of , 20� Produced there License or who was personally known to me or who has as identification. NOTARP •' . s Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: 305) 756.8972 BUILDING tECIEEVIE PERMIT APPLICATIO PR 1 1 2006 FBC.2004 BY: Permit No.`PL 49`�� Master Permit No. 2 9 3' 5 Permit Type (circle): Building J Electrical /�`/' Owner's Name (Fee Simple Titleholder) ' An 1 �'�,66 Owner's Address 5 7 3 we /(2)., Sj f City /225 State Tenant/Lessee Name Mechanical Roofing Phone # 3 ©s 75 g7 /d Zip 3 ;; j3 8' Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # County . Miami -Dade Zip 3 317 6, Is Building Historically Designated YES NO Contractor's Company Name ed/e- f v �y�,G,J • Contractor's Address City Qualifier Name Fro N ' /// Si r ,L 1 State Certificate or Registration No. Phone # pS qi yqL/ Architect/Engineer's Name (if ap Value of Work For this Pe Type of Work: DAddition Describe Work: Zip 3/ /'l/ Phone # (i0,j 1/17/ , '7 if Certificate of Competency No. Phone # 't$ .1-1 9 DAlteration , c--L-4.--c_S Square / Linear Footage Of Work: ew 0 Repair/Replace y)1-) (--, ►� 0 Demolition fi=r cl;► * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Fees ** ***** * * *** * * * * * * * * * * * * * * * * * * * *** * * ** $ CCF $ 1 d BC) coicc Technology Fee $ . 4 Zoning $ Double Fee $ Submittal Fee '$ Permit Fee Notary $ C)--Q Training/Education Fee $ Scanning $ 0� Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Total Fee Now Due $ 2L G See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must livered to the person posted at the job site ch posted notice, the promise in good faith that a copy of notice of commencement and construction lien law whose property is subject to attachment. Also, a certified copy of the recorded notice o for the first inspection which occurs seven (7) days after the building permit is issu inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of 2016 by O be . Q c"- ct 9 who is personally .known tome or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: \P1/4...I&CA- LO is My Commission Expires: * * * * * * * * * * * * * * * * * * * * * ** Con The foregoing ins ent was a day ofIit4\4 , 20CCO b actor wledged before me thi who is personally known to me or who has produced 11 as identification and who did take an oath. NOTARY PUBLIC: NOTAP. 'U URIC-STATE OF FLO I . arieny • 4ar omission r ►.,.r r, . 44[•1 =�„ �1P�y "_. LOIS E. LINDLEY MY COMMISSION # DD 361851 play Pella Sign: Print: My Co ssion Expire : * * * *; * * ** , * *,: * * * * * * * * * * * ** * * * * * # ** APPLICATION APPROVED BY: ..: (Revised 02/08/06) * * * * * * * * * * ** Plans Examiner Engineer Zoning 6r_ oc� 51w toti Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 3 2008 r;¢ M«. n.. x�:;:: c. ;,:.;s«r•.rpxs:::x7t�:as�rr;1F: °-ia Inspection Date: 09/23/2008 Inspector: Devaney, Michael Owner: TAGGART, JOHN Job Address: 573 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HEFFERNAN ELECTRIC INC • Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 -757 -8380 Building Department Comments SERVCIE LATERAL, SERVICE ENTRANCE CONDUCTORS COMING FROM THE POLE (UNDERGROUND) TO THE METER BY THE POWER COMPANY AND AN ELECTRICAL CONTRACTOR Passed Inspector Comments ei• ---./. ,-. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, September 22, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: D 9(5 f 3_05) ;56.8972 BUILDING PR 1 1 2006 11 Permit No. ELGG — 936 PERMIT APPLICATION ,� Q A Master Permit No. 2C 7 CJ3 B Y: FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 3 /42.. , Owner's Address City /915 Tenant/Lessee Name State Zip 3 3/ 37 Phone # Job Address (where the work is being done) ,5-4 44'i - as' City Miami Shores Village County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO C! 57 Contractor's Company Name -�^�'�2.��h � *kg. ( )kC � Phone # �� 77 .� 43"'51 . Contractor' Address /.° 5-57 NC ' A-, City PaM eAc f State 8 Zip 33/3 Qualifier Name Q 612,E w • a a,." g� Phone # ( 5) 313 = e3gc (.4 Certificate of Competency No. CC %5 00/ �"O State Certificate or Registration No. 6-13 OD NO a- Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Descri ork: Phone # Square / Linear Footage Of Work: ddition 'Alteration []New [1 Repair/Replace [1 Demolition etc ADM fi-to 5— ce ***************************************Fees******** * * ** * * * ** * * * ** * * ** ** * * * * * * ***** ** Submittal Fee $ Permit Fee $ /.5 ®' ' CCF $ 2 40 , CO /CC Notary $ Training/Education Fee $ 0 0 Technology Fee $ ° $ Scanning $ t✓ Radon $ DPBR $ Zoning Bond $ ` Code Enforcement $ Structural Review. $ 1 "' Double Fee $ Total Fee Now Due $ 2 C=54 c See Reverse side.-+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT:. I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY. RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this -7/ clay of i l� , 206 by 3 �� I q c1 who is personally known tome or who has produced As identification and who did take an oath. NOTARY PUBLICQ The fore oing instrument was acknowledged before me this 3 day of who is personally known to me or who has produced Lb C-1- \-4 , 20 bYMA1 1 N t- Hernandez Ce Atunde `. '=tV' Ea- * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTARY P as id �q� 3 �= y,� aai�d who did take an oath. PUB Sign: Print: My Commission Expires: * * * * * * * * * * * * * * ** * * * ** * *** ' �I1 At: APPLICATION APPROVED BY (Revised 02/08/06) 7l`re0yzn Plans Examiner Engineer Zoning FORM 600A -2004 :, ,: •: • • ncEgypai;ge® 4.0 FLORIDA ENERGY EFFICIENCY. t •• FOR BUILDING CONSTRUCTION Florida Department of Community Af cin : • • Residential Whole Building Performance li+ tlmod R : : :: • • • ••• ••• • • • Project Name: Address: City, State: Owner Climate Zone: TARGGAT RESIDENCE 573 N.E 102nd STREET MIAMI SHORES, FL 00100-0000 South Builder Permitting Qi :• ,MIAAAI • • • • Permit Nufriber•, • • • • Jurisdiction Aludlb$r: ;3;4Q0: •• • • • • • ••• 1. New construction or existing 2. Single family or multi- family 3. Number of emits, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (132) 7. Glass type' and area (Label read. a. U- factor: (or Single or Double: DEFAULT) b. SHGC: (or Clear or Tmt DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Instil, Exterior b. Frame, Wood, Adjacent c. NIA d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. AH: Interior b. N/A New Sink- family 1 3 No 18531f by 13- 104.4.5 if not default) Description Area 7a ( Sngle Default) 286.0 IV 7b. (Clear) 286.0 IF RA1.0, 220.0(p) R _ R -3.0, 1494.0IP _ R =11.0, 340.0 132 R =19.0, 1853.0 ft2 Sup. R5.0, 25.0 It 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a Electric Strip b. N/A a N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF -Cerl ng fan, CV -Cross ventilation, HE-Whole house fan, PT-Programmable Thermostat, 1 TvIniti one cooling, MZ-1i Mnitimmne heating) Cap: 48.0 kBtu/hr SEER:13.00 _ Cap: 34.1 kBtu/hr _ COP: 1.00 _ Cap: 3.0 gallons _ EF: 0.95 _ Glass/Floor Area: 0.15 Total as -built points: 26210 Total base points: 29581 PASS 1 hereby certify this cal Code. PREP DATE: I hereby certify that this building, s designed, is compliance with the Energy OWN. rA -- y /, DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. Fm actual glass type and areas, see strmm EnergyGauge® PDF created with FinePrint pdfFactory Pro trial vers IMOMETUI APR 1 1 2006 j1.11 B Y: FORM 600A-2004 • • 000 • • • • • SUMMER CALCULATIONS • • • • • • .•nr.igyPetilige® 4.0 • • • • • • • • • • • • • • • • • • • • • • • • Residential Whole Building Performance Method 4- Petails • • • •• •• • • • • • • • • • • •• • • ••• ••• • • ADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000-0000 'PERMIT /t; • • • • BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC .18 18610 32.50 10840.1 Single, Clear Single, Clear Single, Clear Single, Clear • • • • • - • : . AS-BUIET 6 • • • • • • Overhang Omt Len Hgt Area X SPM X SOF = Points As-Built Total: N 4.0 6.0 100.0 36.46 E 4.0 6.0 68.0 78.71 S 4.0 6.0 610 66.93 W 4.0 6.0 57.0 70.53 0.79 0.65 0.60 0.67 2865.3 3463.6 2438.8 2673.4 286.0 11441.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent Exterior Base Total: 340.0 1.00 340.0 Concrete, Int Instd, Extraiar 1494.0 3.70 4033,8 Frame, Wood., Adjacent 1834.0 4373.8 As-Bulft Total: DOOR TYPES Area X BSPM = Points Type 3.0 1494.0 11.0 346.13 2/0 4033.8 1110 340.0 1634.0 4373.8 Area X SPIV, = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 Exterior Wood 42.0 6.40 268.8 42.0 268.8 As-Bunt Total: CEILING TYPES Area X BSPM = Points Type 42.0 9.40 394.8 42.0 394.8 R-Value Area X SPM X SCM = Points Under Attic 1853.0 2.80 5188.4 Under Attic Base Total: 1853.0 5188.4 As-Bullt Total: FLOOR TYPES Area X BSPM = Points T Slab Raised Base Total: 220.0(0 -20.0 -4400.0 Slab-On-Grade Edge Insultition ao 0.00 0.0 -4400.0 As-Bullt Total: INFILTRATION Area X BSPM = Points 1853.0 16.7 817.9 19.0 1853.0 3.72X 1.00 6893.2 1853.0 6893.2 R-Value Area X SPM = Points 0.0 220.0(p -20.00 -4400.0 220.0 -4400.0 Area X SPM = Points 1853.0 18.79 34817.9 EnergyGaugee DCA Form 600A-2004 EnergyGaugee/FlaRES2004 FLRCSE4 v4.0 PDF created with FinePrint pdfFactory Pro trial version www.odffactorY.com FORM 600A -2004 • • . F.n6cgy6a09e0 4,0 • • • • • ••• • • • SUMMER CALCULATIONS:.:.::: :.:. Residential Whole Building Performance Method A - DetaUs •, • • • •• •• • • • • • ••••• ••••• • • • • • • 1 ADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 • "PERMIT #:• • •• • • • •• • .••1 • • •• •• BASE • • AS- til' • • . • •. Summer Base Points: 51 Total Summer X System = Cooling Points Multiplier Points Summer As -Built Points: 53520.6 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHF!) (sys 1: Cenaa Unit 48000 Mutt,SEERIEFF(13O) Duds:unc(S),unc(R),Int(A 4),R6.0(a�4S) 53521 1.00 (1_07 x 1.166 x 0.90) 0262 1.000 15794.3 51088.9 0.4266 21794.5 53520.6 1.00 1.125 0.262 1.000 15794.3 EnergyGauge"' DCA Farm 600A -2004 S`2004 FLRCSB 1.4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 E • E • . eqntrgypacibee 4.0 WINTER CALCULATIONS:.:.::: :. • Residential Whole Building Performance Method A► - D ... .. .. .etails .. .. • • ..... • • . ••.• • . • • • • • IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 • •PERMIer As- tin .... • • • 1 GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Ornt Len Hgt Area X WPM X WOF = Point 7872 Single, Clear Single, Clear Single, Clear bV Single, Clear 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 100.0 68.0 61.0 57.0 6.03 0.97 4.77 1.07 449 122 5.49 1.02 587.9 346.4 333.5 318.0 As - Built Total: WALL TYPES Area X BWPM = Points Adjacent Exterior R-Value Area X WPM = Points 340.0 0.50 170.0 1494.0 0.60 896.4 Int Inscd, Exterior Frame, Wed 3.0 1494.0 11.0 3400 Base Total: 1838.0 DOOR TYPES Area X BWPM = Points Adjacent 0.0 0.00 Exterior 42.0 1.80 As -Built Total: Type Exterior WOW Area X WPM = Points 2.80 117.6 As. Bu It Total: 117.6 CEILING TYPESArea X BWPM = Points Under Attic 1853.0 0.10 Base Total: 1853.0 R Value Area X WPM X WCM = Pants 185.3 185.3 FLOOR TYPES Area X BWPM = Points Under Attic As-Built Total: Type 19.0 1853.0 0.14 X 1.00 R Value Area X WPM = Points 220.0(p) 21 0.0 0.00 0.0 220.0(p -2.10 As -Sultt Total: INFILTRATION Area X BWPM = Points 1853.0 -0.06 -1112 EnergyGauge® DCA Form 600A -2004 Area X WPM = Points EnergyGauge®/FlaRES2004 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com -1112 FORM 600A-2004 •:'•': :'gner9yaiage� 4.0 • ••• • • • • WINTER CALCULATI0IIS :.:.::: :.:. Residential Whole Building Performance Method A► - ,Details,.. • • • • •• ••••• • • • • • • IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000-0000 *PERU'!" le BASE •• • • • •• ••• •• • AS- etua -'•••• •• • Winter Base Points: 1541.3 Total Winter X System = Heating Points Multiplier Points Winter As -Built Points: 3352.4 Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHD) 1541.3 0.6274 967.0 (sys 1: Electric Strip 34130 btuh ,EFF(1.0) Duets itnc(S),1kx;(R).int(AH).R6.0 3352.4 1.000 (1.099 x 1.137 x591) 1.000 1.000 3812.0 3352.4 1.00 1.137 1.000 1.000 3812.0 EnergyGaug®T" DCA Form MA -2(04 ErwegyGatrgeO'FIERES2004 FLRGSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 •, •; : n r9Y3dite® 4.0 WATER HEATING & CODE COMPLIANC A I S Residential Whole Building Performance Method • A► - Details •. • • •• •• • • • • • • ••••• ••••• • • • • • • . • . IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 °PERMIY f• • •• • • • • 1 • •• ••• •• BASE AS- L l • •••• • • • • • WATER HEATING Number of X Multiplier = Total Bedrooms Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 3.0 0.95 3 As -Built Total: 1.00 2201.22 1.00 6603.7 6603.7 CODE COMPLIANCE STATUS BASE Cooling + Heating + Hot Water = Total Points Points Points Points AS- BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 21795 967 6819 29581 15794 3812 6604 26210 PASS EnergyGaug&' DCA Form 600A -2004 EnergyGaugeefFiaRES'2004 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A -2004 • • ••• •• •• • • • • • • • 14nirgypoli ee 4.0 Code Compliance Checklist— • • • • ••• Residential Whole Building Performance Method A - •Details•.. • • • • • •• • • ••• • • • • • • ADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 • .PERMIT • • 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • •• • • • •• ••• •• • ••• • • • • •• • CHEC�C COMPONENTS SECTION REQUIREMENTS S FOR EACH PRACTICE • • • Exterior Windom & Doors 606.1 ASC.1.1 Maximum:.3 dmisq IL window area; .5 cfrnfstl.f . t iarear • • • • • • • • • • Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seat doors &frames, surrouncling wall; foundation & wadi sole or sill plate; joints between exterior wall panels at comers; utility eterteliatior' as; between wall panels & topfbottan platee; between walls and floor. EXCEPTION: Fri walls where a continuous In album barrier is 'installed that extends from, and is sealed to, the famdatkar to the top plate. Floors 606.1.ABC.122 Penebatiordopertings >1/8" sealed unless caked by truss or OM metes. EXCEPTION: Frame fkxxs where a continuous irddb n barrier is 'metalled that is seated to the perimeter, perstmitrons and seams. Ceilings 606.1 ABC.12.3 Between wafts & casings; penebadions of ceiling plane of top floor; around shafts, dunes, sue, chimneys, cabinets sealed to eantimmus air barrier; gaps in gyp bowl & top plat attic access. EXCEPTION: Frame cearaya where a continuous intilbatron barrier is installed that is sealed at the pedants-, at penetratkans and seams. i Recessed Lighting F'odures 606.1.ABC_1.2.4 Type IC rated with no penetratiors, sealed; ca Type IC or non-IC rated, installed inside a sealed box with 1/2" clearance & 3" from i sutatkar or Type IC rated wdh c 20 o ran faun conditioned space, tested. Multi -story Houses 606.1 ABC.12.5 Acv bar on perimeter of floor cavity between floors. Additional Infiltration recite 606.1ABC.1.3 Exhaust fans warted tooutdoors, ion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by an residences.) COMPONENTS SECTION REQUIREMENTS CHEC Water Heaters 612.1 Comply with efficiency is in Tats 6121 ABC.3.2. Swath or clearly marked circud breaker (electric) or cutoff (gas) must be or i�t-in heat trap . �/ Swimming Pools & Spas 6121 Spas & heated pools must have coves (exert *Aar treated). Non-commercial pools must have a pump timer. Gas spa & pod heaters must have a mknknhrn thermal efficiancy of 78%. Shower heads 612.1 Wad fk ar Hurst be restdcted to no mare than 2.5 ga ises per minute at SO PSIG. Air Distribution Systems 610.1 HVAC Controls Insulation All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically sealed, insulated, and installed in accordarme web the allele of Smarm 610. Ducts in uncxhnditianed attics: R-6 min. insulation. 6071 Separate readily acc essble mamal or automatic thermostat for earth system. 604.1, 6021 C. -lien. R -19. Common walls -Frame R-11 er CBS R-3 both sides. Corm on ceiling & fors R-11. f J� EnergyGauge" DCA Farn 600A-2004 Er rgyGaugeS/FIaRES'2004 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com r ENERGY PERFORMANCE LLV��.�(�PL)• DISPLAY C •• ••• • • ••• • • • • •• • • • ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the sere, the more efficient the homes" •• • • , 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000-0000 1. New construction or existing New 2. Single family ar multi- lama(y Sin& fly 3. Number of units, if multi- family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (IP) 1853 fl2 7. Glass typal and area: (Label regd. by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a. Ogle Default) 286.0 ft2 b. SHGC: (or Clear or Tmt DEFAULT) 7b. 8. Floor types a. Slab-On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int lanai, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Tine Ret Unc. AH: Interior b. N/A (Clear) 286.0 112 R.0, 220.0(p) ft - R =3.0, 1494.0 fi R =11.0, 340.0 ftz 12. Cooling systems a. Central Unit b. N/A c. N/A • • •• •• • • • • • • • •• • •••• • • • • • • • •• • • •• ••• •• • • • •• • •• • • • • • ••• •• Cap: 48.0 kBtu/hr SEER: 13.00 13. Heating systems a. Electric Strip Cap: 34.1 PBtu/hr COP: 1.00 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 3.0 gallons - EF: 0.95 - b. N/A e. Conservation credits (HR -Heat recovery, Solar DHP-Dedicated heat pump) R -19.0, 1853.0 ftz - 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF Whole house fan, PT -' le Thermostat, Sup. R =6 0, 25.0 i1 - MZ- C- Multiznne cooling, MZ- H- Multizcme heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EFL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance scare is only available through the FLA/RES computer program This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStdP designation), your home may qualify for energy efficiency mortgage (FF,M) incentives tf you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at w.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and arras, see Summer & Winter Glass output on 2&4. EnergyGaugee (Version: FLRUSB v4.0) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A -2004 • • • ••• • • • • •'. Gnei'g/R�jugeef 4.0 • FLORIDA ENERGY EFFICIENCY' '+'1 • • •:• • FOR BUILDING CONSTRUCTION Florida Department of Community Affairs; • • . . Residential Whole Building Performance I lethdd !t • •:• • • • ••• •. • • • •• • •• • • Project Name: TARGGAT RESIDENCE Builder. , Address: 573 N.E 102nd STREET Permitting Office:. : ......... • • • • , • • • City, State: MIAMI SHORES, FL 00000 -0000 Permit Numb.:. : : • :. • • • • Owner: JurisdictionlQurribdt. I21a4 • Climate Zone: South 1. New arnstruction or existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 48.0 kBtu/hr - 3. Number of units, if multi-family 1 - SEER 13.00 - 4. Number of Bedrooms 3 b. N/A - 5. Is this a worst ease? No _ - 6. Conditioned floor area (112) 1853 ft - c. N/A - 7. Glass type' and area: (Label read. by 13- 104.45 if not default) - a. U- factor. Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. ( Sngle Default) 286.0 it - a. Electric Strip Cap: 34.1 kBtu/hr - b. SHGC: COP: 1.00 - (or Clear or Tmt DEFAULT) 7b. (Clem) 286.0112 - b. N/A - 8. Floor types - a. Slab -On -Grade Edge Insulation R 0.0, 220.0(p) f - c. N/A - b. N/A - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 3.0 gallons a. Concrete, Int Insul, Exterior R =3.0, 1494.0 ft - EF: 0.95 - b. Frame, Wood, Adjacent R =11.0, 340.0 $.2 _ b. N/A - c. N/A - d. N/A _ c. Conservation credits - e. N/A - (Hit Heat recovery, Solar 10. Ceiling types - DHP- Dedicated heat pump) a. Under Attic R =19.0, 1853.0 112 15. HVAC credits - b. N/A - c. N/A - 11. Ducts - a. Sup: Unc. Ret Unc. AH: Interior Sup. R.0, 25.0 0 b. N/A (CF-Ceiling fan, CV-Ctwn ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ C- Multiaane cooling, Mi.11- Multiz ne heating) Glass/Floor Area: 0.15 Total as -built points: 26210 Total base points: 29581 PASS I hereby certify that this calculation ar Code. PREP covered by Ertergy DATE : -- K o /0"14' Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this balding will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 7,1 1 Predorniaa nt glass type. For actual all glass type and arms, Some Sut,utm, & Winter Glass nrtptit cei pages Energyea {Version: FLRCSB v4.0) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com BY; PR 1 1 2006 FORM 600A-2004 • • ••• • OnergyQaugl' 4.0 ••• SUMMER CALCULATIONS • • • • • ':' Residential Whole Building Performance M A: Qptails• •.. • : • •;:.. • • •• IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000-0000 PERMIT #: • BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area .18 1853.0 32. Type/SC Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM = Points Type ••• ' ••o ••• ••• •• AS- BUILT • • • � •; r • • • Overhang Omt Len Hgt Area X SPM X SOF = Points N 4.0 6.0 100.0 36.46 0.79 2865.3 E 4.0 6.0 68.0 78.71 0.65 3463.6 S 4.0 6.0 61.0 66.93 0.60 2438.8 W 4.0 6.0 57.0 70.53 0.67 2673.4 288.0 11441.0 R -Value Area X SPM = Points Adjacent Exterior 340.0 1.00 340.0 COMate, Int tnsul, Exterior 1494.0 2.70 4033.8 Frame, Wood, Adjacent Base Toil: 1834.0 4373.8 As -Butt Total: DOOR TYPES Area X BSPM = Points Type 3.0 1494.0 11.0 340.0 1834.0 2.70 1.00 4033.8 340.0 4373.8 Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood Exterior 42.0 6.40 268.8 Base Total: 42.0 268.8 As - Built Total: CEILING TYPES Area X BSPM = Points Type 42.0 9.40 394.8 42.0 394.8 R -Value Area X SPM X SCM = Points Under Attic Base Total: 1853.0 2.80 5188.4 Under Attic 1853.0 5188.4 As -Belt Total: 19.0 1853.0 3.72 X 1.00 1853.0 6893.2 6893.2 FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab Raised Base Total: 220.0(p) 0.0 0.00 -20.0 - 4400.0 slab -On -Grade Edge Insulation 0.0 As - Built Total: 0.0 220.0(p 220.0 -20.00 - 4400.0 - 4400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1853.0 18.79 34817.9 1853.0 18.79 34817.9 EnergyGauge9 DCA Form 600A-20114 Er auga®ffi1aRES'2004 FLRCSB1.4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.c om FORM 600A-2004 • • ••• • . ••': : 6'n0rr,,� p ugeb 4.0 ▪ • • • • • • • SUMMER CALCULATION : ' ' ' ' "' Residential Whole Building Performance Mothbd A.. D.etails:... • , ••_. IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: BASE • ' • • . . ''• :•• •.. .. • a. AS -BLi T: • • • Summer Base Points: 51088.9 Total Summer X System = Cooling Points Multiplier Points Summer As -Built Points: 53520.6 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Pants) (DM x DSM x AHD) 51088.9 0.4266 21794.5 (sys 1: Central unit 48000- Men ,SEERIEFF(13.0) Duds:unc(S),Un R).na(AH).es.a(WIS) 53521 1.00 (1.07 x 1.155 x 0.90) 0.262 1.000 15794.3 53520.6 1.00 1.125 0.262 1.000 15794.3 EnengYGaug&M DCA Form 600A -2004 ErergyGaege5NFtaRES'20O4 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 • • ••• • . • ▪ • • • i`n &rr'04ugs 4.0 • • • • WINTER CALCULATION§ ▪ ' '•' • • • • Residential Whole Building Performance Me. • • ;4.; Details, ,.. • • • ••••. •. • • • • IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: ' BASE GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 1853.0 2.36 787.2 1 Type/SC Single, Clear Single, Clear Single, Clear Single. Clear As- ullt TotaI: • • •.• -■ • 000 e. Overhang Omt Len Hgt Area X WPM X WOF = Point' N 4.0 6.0 100.0 6.03 0.97 587.9 E 4.0 6.0 68.0 4.77 1.07 346.4 S 4.0 6.0 61.0 4.49 1.22 333.5 W 4.0 6.0 57.0 5.49 102 318.0 286.0 1585.7 WALL TYPES Area X BWPM = Points Type R Value Area X WPM = Points Adjacent 340.0 0.50 170.0 Concrete, Int Insul, Exterior 3.0 1494.0 1.20 1792.8 Exterior 1494.0 0.60 896.4 Frame, Wood, Advent 11.0 340.0 0.50 170.0 Base Total: 1834.0 1056.4 As -Bulit Total: DOOR TYPES Area X BWPM = Points Type 1834.0 19828 Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 42.0 1.80 0.0 Exterior Wood 75.6 42.0 75.6 As -Bullt Total: CEILING TYPESArea X BWPM = Points Type 42.0 420 2.80 117.6 117.5 R Value Area X WPM X VI/CM = Points Under Attic Base Total: 1853.0 1853.0 0.10 185.3 Under Attic 185.3 , As -Bulit Total: 9.0 1853.0 0.14 X 1.00 853.0 259.4 259.4 FLOOR TYPES Area X BWPM = Points T R -Value Area X WPM = Points Slab Raised Base Total: 220.4(py -2.1 -462.0 Slab-On-Grade Edge Insulation 0.0 0.00 0.0 -462.0 Total: 0.0 220.0(p 220.0 -2.10 -462.0 -462.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1853.0 -11.06 -1112 EnergyGauge0 DCA Form 600A -2004 EnergyGaugeaVRaRES'2004 FLRCSB u4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 1853.0 -0.06 -111.2 FORM 600A-2004 • • ••• • • •; �•n4r Q ug j 4.0 • • ••• • • • • • • • . • WINTER CALCULATIONS • ...... .... Residential Whole Building Performance MOVhbc a., Qetails, ,.. • . • ••• • ••••• • •••• • IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT#: BASE •• • • • • . • - ... • ;•• • • • Winter Base Points: 1541.3 Winter As -Built Points: 3352.4 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Pants) (DM x DSM x AHU) 1541.3 0.6274 967.0 (sys 1: Electric Strip 34130 6tun .EFF(1.0) D,x :Unc(S).tJric(R).tnt(AH),R6 -0 3352.4 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 3812.0 3352.4 1.00 1.137 1.000 1.000 3812.0 EnergyGaug& DCA Farm 600A 2004 Er gyGaug JFIaRES'2004 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 •• •: •: • i3n9r9DNa ::- 4.0 •WATER HEATING & CODE COMPLIANCE•STATlS• Residential Whole Building Performance MO d A Qptails• •.. •••.. • • T. • • - -- • • IADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: BASE •• • • • : • •'• :'• ••• .. • As-Biker; : • WATER HEATING Number of X Multiplier = Total Bedrooms • • • Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 3 2273.00 6819.0 3.0 0.95 As -Built Total: 3 1.00 220'1.22 1.00 6603.7 6603.7 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + meting + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 21795 967 6819 29581 15794 3812 6604 26210 EnergyGaugar• DCA Form 600A -2004 PASS EnergyGauge®/F1aRES'2004 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 • • ••, •.. • • • into • • 4 -0 • • • ••• • • • • • • • • • ••• • • • • •,• Code Compliance Checklist ▪ • Residential Whole Building Performance M , / ,: Qptails: • • •• • • • • • • •• • •• •, ADDRESS: 573 N.E 102nd STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: • 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION Exterior Windows & Doors 606.1.ABC.1.1 •'• S • •• •• ••• •• • ••• • i ' • • • REQUIREMENTS FOR EACH • • • • i • , f • • 0 • • • • • Maximum :.3 cfmfsq ft. window area; .5 cfm/sgi or do area. • • • • • • • Exterior & Adjacent Walls 1 ABC.1221 Calk, gasket, weatherstrip or seal daps & fry, surrountling walk foundation & wail sole OT S11 plate; joints between exterior wall panels at comers; u a y between wail panels & topthattom ply; between wails and flow. EXCEPTION: Frame walls where a continuous infiltuthan banter is installed that extends from, and is sealed to the fcwndatian to the for pie. Floors Ceilings 606.1.ABC.1.2.2 606.1.ABC.1.2.3 Penehationskthertings >118" sealed unless barked by trues or joirt nreur •. EXCEPTION: Frame furors where a continuous infiltration barrier is instated that serged to the , ', er, and seams. Between walls & ceilings; penetratnns of ceiling plane of top fro; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air tarter; gaps in gyp board & top plate; attic access. EXCEPTION: Frame caUngs where a continuous lairdraut barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fbdures 606.1.ABC.1.24 Type IC rated with no penetrations, sealed; cr. Type IC or norm IC rated, irstalkid amide a sealed boo with 1/2" clearance & 3" from' ; or Type IC rated whir <2il cfm from conditioned space, tested. Multi-story Horses 606.1.ABC.1.2.5 Air barrier on perimeter of floor tavlTy between floors Additional Infiltration melts fitffi.1ABC.1.3 Exhaust fans vented tooutdoos, space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) CHEy COMPONENTS Water Heaters SECTION 612.1 REQUIREMENTS CHE Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked circuit breaker (electric) or cutoff ( gas) must be prodded. Externa or brat-in heat trap regard. Swimming Pools & Spas 612 Spas & heated pods must have covers (except solar heated). Non-con mercial pods Wrist have a pump timer. Gas spa & pod heater must haw a minimum thermal efficiency el 78%. Shaer toads Air Distn'bution Systems 610.1 All ducts, fittings, mechanical equipment and plenum charms shall be mechanically attached, seed, insulated, and instated in accordance nth the cassia of Section 610. Ducts in unconditioned attics: R-6 min. ,insulation. 612.1 Water fbu mast be restricted to rear male than 2.5 gallons per aerate at 80 PSI HVAC Controls 607.1 Separate readily accessible manual or automatic the nostat for each s, Insulation 6114.1, 602.1 Cep -Mao. R-19. Cora ► walls- Frame R-11 err CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge ° DCA Ecru -21%}4 EneeegyGaugeet/FIaRES'2004 FLRCSB v4.0 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com • • ••• • • • •••• •• •• • • • • • •, • • • • • • • • • • : • : ••• • ' • • • ENERGY PERFORMANCE ' ' CE LE ' ).:• DISPLAY C • • • oo • • • • • • • oo ••• • • • • •• • • • ••• •• • • • • ••• ESTIMATED ENERGY PERFORMANCE SCORE 85 7 • • • , . ••• • • The higher the score, the more efficient the home.'. • 573 N.E 102nd STREET, MIAMI SHORES, FL, 010000 1. New construction or existing 2. Single family or multi - family 3. Number of units, if timid-family 4. Number of BedmOms 5. Is this a worst case? 6. Conditioned floor area OP) 7. Glass type' and area: (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab-On -Grade Edge Insulatim b. N/A c. N/A 9. Wail types a. Concrete, Int fugal, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret Unc. AIL: Interior b. N/A New Single fly 1 3 No 1853 82 by 13-104.43 if not default) Description Area 7a ( Sngle Default) 286.0 f1 7b. (Clear) 286.0 tl2 R=).0, 220_0(p) ft 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems - a. Electric Strip - b. N/A c. N/A - 14. Hot water systems a. Electric Resistance R =3.0, 1494.0 flz _ R= 11.0,340.0f2 _ b. N/A _ c. Conservation credits (HR Heat recovery, Solar DHP-Dedicated heat pump) R =19.0, 1853.0 82 _ 15. HVAC credits (CF- Ceiiinag fan, CV -Cross ventilation, BF-Whole house fan, PT-Programmable Thermostat, Sup. R i.0, 25.0 ft _ MZ- C- Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Horida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. if your score is 80 or greater (or 86 for a US EPA/DOE EnergyStdP designation), your home may qualify for energy efficiency mortgage (EEM) incentives f you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant g l a s s type. For a c t u a l g l a s s type and antes, sae Summer & Wi uer Glass Grimm oo Rages 2&4. Energyeaugee (Version: FLRUSB v4.0) • ••• • •• • • • •• • • • • • • • • • • :'• ... • • •• •• • ••• • • ••• •• • • • • •. Cap: 48.0 k13tu/br SEER 13.00 - Cap: 34.1 kBtu/br _ COP: 1.00 Cap: 3.0 gallons _ EF: 0.95 _ PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com June 9, 2006 Village of Miami Shores Building and Zoning Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Attn: Building Official Re: Level 3 Letter (FBC 2004) Project: Taggart Residence 573 NE 102nd Street Miami Shores, Florida 33138 Dear Sir; Edward A. LANDERS, P.E. CONSULTING ENGINEERS The renovation and alteration to the existing building is more than 30 percent of the aggregate floor and roof area of the existing structure. The altered building structure complies with the Florida Building Code, Building for wind loading. Please call if we can provide any additional information. Very truly you ward A. Landers, P.E. 7850 NW 146 STREET, SUITE 509 • MIAMI LAKES, FL 33016 • (305)823 -3938 • FAX (305)823 -9355 PROJECT FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important Read the Instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No. 3067 -0077 Expires December 31, 2005 BUILDING 0 TAGGAR ER'S Ferinamance CorniznY Use: Pofiey:Number BUILDING S 573 NORTHEAST 102ND STREET uding t, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAICNumber CITY MIAMI SHORES STATE FL ZIP CODE 33138 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22 AND THE WEST 1/2 OF LOT 23, BLOCK 93 OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" PB 15, PG 14, DADE COUNTY RECORDS BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL.) ( ° - - . " or ##.####140) ❑ NAD 1927 ❑ NAD 1983 HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ❑ USGS Quad Map ❑ Other. SECTION B B. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2. COUNTY NAME DADE 83. STATE FL B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE tn-n-tCTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 120250 0093 J 07 -17 -95 03.0294 X N/A 610. Indicate the source of the Base Flood Elevation (BFE) data or base Hood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. I n d i c a t e the e l e v a t i o n d a t u m used f o r BFE in Bg: ► NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the buldin located in a Coastal Barrier Rasouroes S CBRS area or Otherwise Protected Area OPA ? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Buldng Under Construction* ► i Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the bufidng diagram most similar bathe bulctng for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketcth or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/A0 Compete Items C3. -a-i below according to the building diagram specified in Item C2. State the datum used. lithe datum is different from the datum used forte BFE in Section e, convert the datum to that usedforthe BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section Gas appropriate to document the datum conversion Datum NGV Converslon/Comments N/A Elevation reference mark used DC Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bob= tor (including basement or enclosure) o b) Top of next higher floor o c) Bottom of lowest horizontal structural member (V zones only) o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the buiding (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) 11.6ft(m) INUA . ft(m) NIA . ft.(m) 9. 9ft(m) N/A. ft.(m) 9.5ft(m) 11. 1 t(m) JAY KERI PSM #5721 STATE OF FLORIDA 02 -12 -06 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorizers by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that an false statement me be . unishable b fine or im'risonment under 18 U.S. Code, Section 1001. LICENSE NUMBER 5721 CERTIFIERS NAME JAY KI RI TITLE LAND SURVEYOR ADDRESS 1848 NORTH UNIVERSITY DRIVE SIGNATU COMPANY NAME KERI LAND SURVEYING, INC. CITY PLANTATION DATE 02 -12-06 STATE FL TELEPHONE 954-473-8010 ZIP CODE 33322 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A BUILDNG STREET ADDRESS (Inducting Apt, Unit Suite, and(a Bldg. No.) OR P.O. ROUTE AND BOX NO. 573 NORTHEAST 102ND STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 ForInswarroe Company U: Pogo/Number ConvanyNAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community oifidal, (2) insurance agent /company, and (3) butidng owner. COMMENTS ORDER W08472 ❑ Check here if attachments SECTION E • BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number _(Select the building c&ayr n most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the buldng, provide a sketch or photograph.) E2. The top of the bottom floor (indudng basement or enclosure) of the building is _ ft(m) __in.(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6.8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(an) above the highest ac jace nt grade. Complete items CU and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the bulling is ,_ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zane AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's Iloodpiain management ordnance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B C, and Eare coned to the best of my knowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodp lain management ordnance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authorized by state or local law to certify elevation information. (Incticate the source and date of the elevation data in the Comments area bet .) G2. ❑ A community official completed Section E for a building !coated in Zone A (without a FEMA- issued oroommunity- issued BFE) or Zone AO. G3. ❑ The following information (Item G4-G9) is-provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for ❑ Nev w Construction Lion ❑ Substantial Improvement G8. Elevation of as -built lowest floc (indudng basement) of the building Is: G9. BFE or (in Zone AO) depth of flooding at the butidng site is: lt(m) — —ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions REYES- GAVILAN Consulting Engineers,lnc. 16252 N.W. 79 Ave Miami Lakes FL 33016. TeI:(305) 828 -5205 Unit/ Area served: AHU -1 ITEM N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area ITEM Partition Roof Floor Ceiling Residential Cooling and Heating Load Calculations Based on ASJIRAE 1997 Handbook ofFnndamentals Chapter 27 SOLAR SHADE T. AREA 37 x x 66 x x 91 x x 82 x x x 37 82 x x 37 66 x x TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTx( Partition TOTAL KW 286 BTU/HR 3700 0 6188 0 2257 0 2109 0 0 14254 LET T. AREA BTU/HR .................. 13 x ` = 397.8 48 x x<? >1'' >` = 4447.2 13 x x 0.0 x x_: : :: 0.0 Subtotal = 4845 U 0.09 x 0.05 0 = 33069 Btu/Hr = 42990 Btu/IJr T. AREA 1494 x AT U BTU/11R 27 x 03 = 12101.4 27 x 0.05 = 2501.6 27 x 0 = 0.0 286 x 27 x 1.1 = 8494.2 1.1 x 27 x 126 = 3742.3 340 x 27 x 0.09 = 826.2 27665.7 Btu/hr 8.1 Kw Q= ARCHxVOL./60= 0.48 x 15751 / 60 = 126.004 .................. ................. Area A/C= ><1i Sq. It Volume A/C= 1>< x 8.5 = 15751 Cu. It JOB Name: TAGGART RESIDENCE Date: Calculated by. Checked by. ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area- 03/28/06 A.M. R.G. LET 14 x 0 x 24 x 0 x 17 x 0 x 24 x 0 x x 1494 U T. AREA BTU/HR ...................... 0.3 x < >? » »= 1680.0 0.0 3830.4 - 0.0 = 1422.9 x = 0.0 ...................... 0.3 x< >? > » »> = 2037.6 - 0.0 • 0.0 = 8971 0.3 x x 0.3 x x x Subtotal ITEM BTU/Unit TOTAL People 230 x Kitchen 1200 Jnf+lfVent. = 1.IxQxDT = Miscellaneous IONS USE Cfm SgFt./T CFM/sq.8 3.6 463.3 = 0.9 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com 126 x 16.5 BTU/HR = 920 = 1200 = 2079.1 Subtotal = 4999 FECIEEVIrs MI APR 1 1 2006 . . . „Pt (4 41.4,. . . . .. • • • • •• • • . . • ••• • e • ••• *, • • ••• • • • • • • • .• * • • • • ••• • • • • • ••* • ;0 0 • • • • .0 • • •• • • • • ••• • • • •; • •• • • •• • • • • .•• • • '• • • •••0: • •• ••• • : •• • ; • .4.■ • lb• • • •• • r • : e' • • . • ••• • • (Ai do 57, ( "14,09-Co, Nt Z.-an 0 Edward A. LANDERS, P.E. CONSULTING ENGINEERS . #038398 3,2 5-4 C (305)823-3938 6 A1!-r- (424 573 tij 10 Pr; 3- zs--os 1 • • ••• .. • • • • • • • • • st 41•• . • .fr e ears. • or •e •ir • • • jO • • 0 • • ••-• • • • • ID • • • •• • • • • • ••• • • ill • • •iro ••• • • • • • • • • • • • • • • ••• • • • • • • ... .... • co*evoomsse!aumpasamemasomeameommasooMMes • •• ••• • • • • •• • • •• • • • 111. • ••• •• •Ar ...... •• • •• Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 3- zr--o6 .. • •• •• • • • • •• ••• . ...... .... • • • •• •• • • . • • • • • • • i •••. ..• ........•.....•... . _.• • • • • • ••• • • • •' ••• • • • • ••• ••• •• • esf- • . • • ••• •. • • • • • •r e• • • •. •. • • • •'• • ............... Edward A. LANDERS, P.E, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 TABLE 3.2.1.2: Reinforced Wall Properties for Load Combinations Not Including Wind or Seismic Concrete Masonry Wall Properties Steel Reinforcement Prorerties t.„, 8 in E, 29,000,000 psi For Effective Depth d = 3.8125 in Ey 60,000 .psi (Table Arranged by Increasing MR) Out-of-Plane Resisting Moment and Shear for Bars Positioned in the Center of the Wall t'm = 1,350 psi t'm =1,500 psi Bar Size Bar Spacing On) A, On2Ift) MR (in- Ib/ft) Bar ' Size Bar Spacing: (In) A, (in2ift) MR (in -ibIR) Bar Size Bar Spacing (in) A, (In2 /ft) MR (in -Ib/ft1 Bar Size Bar Spacing (in) A (in'2ft) (in- Ibift} 8 8 1.19' 20,072 4 24 0.10 8,311 8 8 1.19 21,860 8 72 0.13 8,928- 7 8 0.90 19,008 8 72 0.13 8,310 7 8 0.90 20,647 4 24 0.10 8,348 t3 8 0.66 17,730 6 56 0.09 7,804 6 8 0.60.-t19,201 . 7 72 0.10 8,114 8 16 0.59: 16,609 5 40 0.09 7,753 8 16 0.50. 18,055 56 0.09 7,840 5 8 0.47" 16,221 7 72 . 010 7,582 5 8 0.47 17,511 40 0.09 7,786 7 16 0.45 15,650 6 64 0.08 6,829 7 16 0.46 1.6,963 6 64 0.06 6,00 8 24 0.40 15,040. 5 48 0.08 6,508 8 24 0.40 16,306 8 96 0.10 6,696 8 18 0.33 14,499 : 4 32 0.08 6,306 6 16 0.33 15,660 6 48 .0.08 8,534 4 8 0.30 14,301 8 96 0.10 6,232. 4 8 0.30. 15,381 4 32 0.08 8,331 7 24 0.30 14,067 8 72 0.07 6,070 7 24 0.30 15,198 6 72 0.07 6,097 8 32 0.30. 13,987 7 96 0.08 5,687 8 32 0.30 15,118 7 98 0.08 6,085 8 40 0.24 13,160 5 56 0.07 6,578 8 40 0.24 14,181 5 56 0:07 5,600 5 16 0.23 13,134. 4 40 0.06 5,086 5 18 0.23 14,127 8 120 0.08 6,357 7 32 0.23, 12,972. 8 120 0.08 4,986 7 32 0.23 13,963 4 40 0.06 5,104 6 24 0.22 12,896 S 64 0.06 4,881' 8 24 0.22 13,871 5 64 0.06 4,900 8 ' 48 0.20 12,465 t 6 96 0.08 4,552 8 48 0.20 13,392 7 120 0.06 4,868 7 40 0.18 12,103 7 120 0.06 4,549 7 40 0,18 12,982 6 96 0.06 4573. 6 32 0.17 11,758 5 72 0.05 4,339 6 32 0.17 12,592 5 72 0.05 49,868 5 24 0.16 11,506 4 48 0.05 4,264 5 24: 0.16. 12,315 4 48 0.05 4,278. 7 48 0.15 11,374 '. 4 56 0.04 3,655 4 16 0.15 12,171 4 56 0.04 3,80. 4 18 0.15 11,374 8 120 0.04 3,642 7 48 0.15 12,171 8 120 0.04 3,8614 6 40 0.13 10,836 5 96 0:04 3,254 8 56 0.17 11,479 5 96 0.04 107. '.8 56 0.17 10,684. 4 64 0.04 3,198 6 40 0.13 10,888 4 64 0.04. 3008. 7 58 0.13 9,749 4 72 0.03 2,843 7 $6 0.13 10,432 4 72 0.03 1,68t2• 5 32 0.12. 9,598 5 - 120 0.03 2,603 8 . 64 . 0.15 10,044 5 120 0.03 2 &14 8 . 64 0.15 9,349 4 96 0.03: 2,132 5 32 0.12 9,643 4 96 0.03 2,13$ 6 48 0.11 9,105 4 120 0.02 1,706 8 48 _0.11 9,146 4 120 0.02 9,711 7 64 0.11 8,530. 7 64 0.11 9,128 • ' , =1,350 psi ma 1,500 psi • • •••• • • • • • • • • • •••• • • •..• .•. . • • • • • • • • • • • • • • • • • •. • EDWARD A. LANDERS, P. 7850 NW 146TH ST. #509 MIAMI LAKES, FL Copyright 2000 by Tondelli Engineering, E. 333(q$ ••i . , %) 823:3''138 P.A. ; Tm�a� Florida • • • . • • • • • • • CUSTOMER : TAGGART RESIDENCE JOB NUMBER : 573 NE 102ND STREET, MIAMI SHORES, FLORYD/1 .: TE •i , 3,426/2006 DESCRIPTION : WIND PRESSURES UPLIFT • • ••.• • • • • • • • • • •.•• • ••• ••• . WIND VELOCITY = EXPOSURE CATEGORY = BUILDING CATEGORY = IMPORTANCE FACTOR = Kzt = * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING,•. ** • • •• •• • • . • •• 146 MPH C 2 1.00 1.00 ROOF SLOPE = 2.00 : 12 (9.46 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 12.0 FT Kh = 0.849 Kz = 0.849 • • ••• •• qh = 46.3 PSF qz = 46.3 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.270 0.270 0.270 GCp ( -) -0.970 -1.589 -2.288 PRESSURE(psf) 20.8 20.8 20.8 VERT. COMP. 20.6 20.6 20.6 HORIZ. COMP. 3.4 3.4 3.4 SUCTION(psf) -53.3 -82.0 -114.3 VERT. COMP. -52.5 -80.8 -112.8 HORIZ. COMP. -8.8 -13.5 -18.8 a a 2 1 1 2 3 3 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT 5-z, S" (20 EDWARD A. LANDERS, P. 7850 NW 146TH ST. #509 MIAMI LAKES, FL Copyright 2000 by Tondelli Engineering, E. 3 ® •:e3,) p3: 3'238 P.A. : Tame.•, :F14rida • ••• • • • • ••• CUSTOMER : TAGGART RESIDENCE JOB NUMBER : 573 NE 102ND STREET, MIAMI SHORES, FLORtD� . . . . . DESCRIPTION : WIND PRESSURES WALL ••..• • • • • • .: IITTE •t, 3•, !6/2006 • . • • • •. • •••. ••• •.. • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SY$FEr/ ; * :•• • • . WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 • • • • .• • • • • • •.. •• BUILDING DIMENSION NORMAL TO WIND DIRECTION = 45.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 45.0 FT MEAN ROOF HEIGHT = 12.0 FT Kh = 0.849 DISTANCE, Z = 6.0 FT Kz = 0.849 ROOF SLOPE = 2.00 : 12 (9.46 DEG) WALL WIND LOADS WINDWARD WALL : Cp = 0.80 P = 23.2 PSF, GCpi = 0.18 P = 39.8 PSF, GCpi = -0.18 LEEWARD WALL SIDE WALLS Cp P P . Cp P P = -0.50 = -28.0 PSF, = -11.3 PSF, = -0.70 = -35.9 PSF, = -19.2 PSF, GCpi = 0.18 GCpi = -0.18 GCpi = 0.18 GCpi = -0.18 • • qh = 46.3 PSF qz = 46.3 PSF Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. Ai...2A P. 39r_# t.3 :- SI ( rsr ht./4 cit/J1 Nic • • fr• • • •• • • • • • • • • .0 • • • • • ••I. • •..0. . • •• • • 10 • • • • • • • •• • • • • • •• •• • • • • • • •• A. • • • • • • • • . • •* • ID • • • • • • • • • • • • • •• • • • • • • • . • • • ••• • • • 0. • 11 • • 11• • • • • • • 1.. • • • •• • • • • .. • • 1 • • • ... Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 64if-- oilikaeote _73 if/C.5-- ioess-r. 3_ EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 3i8A •Er3r1) 8.23: -358 Copyright 2000 by Tondelli Engineering, P.A. : T$mm&44 ;F�.or %•da • ..•.• • • • ••• CUSTOMER : TAGGART RESIDENCE JOB NUMBER : 573 NE 102ND STREET, MIAMI SHORES, FLORtDJ DESCRIPTION : WIND PRESSURES UNIT # A • • ••• • • ••• ••• • • �• pATE .t. 3,E6 /2006 • • • •••.• • • • . • • • • • • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING,. * *• WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE _ TRIBUTARY AREA = MEAN ROOF HEIGHT = DISTANCE, Z = 2.00 : 12 (9.46 DEG) 24.0 FT2 12.0 FT 4.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.840 0.840 GCp ( -) -0.930 -1.139 PRESSURE (psf) 47.2 47.2 SUCTION (psf) -51.4 -61.1 a 4 b • • • •• ••• •• • • • • •• . • • • • ••• •• • • qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT EDWARD A. LANDERS, P.E. 7850 NW 146TH ST. #509 MIAMI LAKES, FL 33Q1'n y3p4) ' 3:3'468 Copyright 2000 by Tondelli Engineering, P.. : T3m�Sd; ;F1cjri.�la . •. • • • . . •.. CUSTOMER : TAGGART RESIDENCE JOB NUMBER : 573 NE 102ND STREET, MIAMI SHORES, FLOItfipI • TE .!. V!6/2006 DESCRIPTION : WIND PRESSURES UNIT # B • • ' •••• ' :`. • • •••• • • ••• ••• • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING..* ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2.00 : 12 (9.46 DEG) TRIBUTARY AREA = 24.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 4.0 FT Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.840 0.840 GCp ( -) -0.930 -1.139 PRESSURE (psf) 47.2 47.2 SUCTION (psf) -51.4 -61.1 a 4 b • • • •• ••• •• •• • • • • • • • • ••• .. qh = 46.3 PSF qz = 46.3 PSF P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT .4 EDWARD A. LANDERS, P. 7850 NW 146TH ST. #509 MIAMI LAKES, FL Copyright 2000 by Tondelli Engineering, E3i (”.'4 .F3i) $Q3:- 3fl38 P.A. .T .mp&;;F1 • • • .. • •. ••. • CUSTOMER : TAGGART RESIDENCE JOB NUMBER : 573 NE 102ND STREET, MIAMI SHORES, FLOP 1 .: PIRTE .!• j/ 6 /2006 DESCRIPTION : WIND PRESSURES UNIT # C • • ••; • • • • • • • • • • • • • . • • • • • . . ...... • • * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING.•"** • • • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 2.00 : 12 TRIBUTARY AREA = 9.0 FT2 MEAN ROOF HEIGHT = 12.0 FT DISTANCE, Z = 4.0 FT (9.46 DEG) Kh = 0.849 Kz = 0.849 WIND LOADS WALL AREA 4 5 GCp ( +) 0.900 0.900 GCp ( -) -0.990 -1.260 PRESSURE (psf) 50.0 50.0 SUCTION (psf) -54.2 -66.7 a 4 b • • • • • • •• • • • ••• •• •• • • • • • ••• •• qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 45.0 FT CORNER DISTANCE, a = 4.5 FT BOUNDARY SURVEY BY • • • • • • • • • • ••• • • • • • • ••• BUIV 1848 NORTH UNIVERSITY ITNTEN DRIVE PLANTATION, FLORIDA 33322 PHONE (954) 473 -8010 FAX (954) 473 -8020 P4TIFIC4If Of AITTIVDRIMTION #LB7086 EMAIL: RERQLNDSURVEYINGQYAHOO.COM • • .• • • • • • .•• • . • . • • • • LEGAL DESCRIPTION: • • • • • •••• LOT 22 AND ,i4E WEST 142 OU.LOT,3a, BLj K 93 OF 'AMENDED P'LikT Cr,1:114,11pIptESNECIIQN NO. 4° ACCORDING TIS TP1E■PLAT 41- 1FREOF•AS RECORDED IN PLAT BOOK 15 PT.P•AGI 1:4 Of.THI RF.C•CiRDS OF DADE COUNTY, FLORIDA. NOTE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS -OF -WAY AND /OR EASEMENTS OF RECORD. THEREFORE, ONLY THOSE RIGHTS -OF -WAY AND EASEMENTS SHOWN ON THE REFERENCED PLAT ARE SHOWN. WOOD POLE FOUND.,I,' IRON PIPE NO ID _ gT 10.46' ,I ,1 Itt UNKC NK FENCE 10.06 0.56 —x —x x 9y LOT 22, BOCK OVERHEAD / 9•/' 93 9• N • 25.00' ,s \.FOUND I/r IRON PIPE 9ati NO ID x —�-x- 0.93'T- 1 1 4' CHAIN UNK FENCE d g. 9� .os' O 24.07' WEST 1/2 LOT 23. BLOCK 93 POUND 1/2` 9� IRON PIPE D�2 NO ID Ctle 'S' CONCRETE WALK 25.00' POUND I/2' IRON PIPE NO ID t Apr 77.75' NORTHEAST 103RD STREET 19 20 21 222//23 NORTHWEST 102ND STREET LOCATION SKETCH NOT TO SCALE NOTES I) ELEVATIONS, IF SHOWN HEREON, ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1 929. 2) UNDERGROUND IMPROVEMENTS AND /OR UNDERGROUND ENCROACHMENTS NOT LOCATED OR SHOWN. 3) BEARINGS /ANGLES SHOWN HEREON REFER TO THE ABOVE MENTIONED PLAT OR LEGAL DESCRIPTION. 4) ROOF OVERHANG NOT LOCATED UNLESS OTHERWISE SHOWN. 5) THIS SURVEY 15 FOR PERMITTING PURPOSES ONLY. G) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EXCAVATION, CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. 7) ALL BEARINGS /ANGLES AND DISTANCES SHOWN HEREON ARE BOTH MEASURED ON THE GROUND AND RECORD (AS PER PLAT) UNI F55 OTHERWISE SHOWN. 8) THIS SURVEY 15 CERTIFIED EXCLUSIVELY TO: JOHN M. TAGGART VILLAGE OF MIAMI SHORES 9) 101 DENOTES EXISTING GRADE ELEVATION. 4ia 4i€ 9• CERTIFICATION: I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS 5ET FORTH BY THE FLORIDA EOAKD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61 G 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. , "NOT VALID WITHOUT THE SIGNATURE AND"ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SURVEYOR ANC MAPPER." RO STGNATURe DATE MAI''P ., NO. 572 I ATE OF FLORIDA "ADDITIONAL ELEVATIONS ADDED FEBRUARY 12, 2006" FLOOD INFORMATION FLOOD ZONE: X (BASE FLOOD ELEV.: N/A COMMUNITY PANEL # 1 20652 0093 J BUILDING DIAGRAM NO. 1 1 MAP DATE: 03 -02 -94 LOWEST FLOOR ELEVATION : 11.G rtt1 GARAGE ELEV.: 9.9 FEET 1 SITE ELEV.: AS SHOWN" CLIENT: TAGGART PROJECT NO. 08203, 08472 SURVEY DATE: JANUARY 5 2006 573 NORTHEAST 102ND STREET MIAMI SHORES, FLORIDA 331 SCALE: 1' •25' FILE: TAGGART, JOHN 1 MIIIVISSMIDESINVIMMIP Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/27/2006 Inspector: Grande, Claudio Owner: TAGGART, JOHN Job Address: 573 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Block: Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Building Department Comments CLAUDIO MR. JOHN'S OFFICE IS JUST ACCROSS THE STREET IF YOU CAN PLEASE BE KIND ON GIVING HIM A CALL AND LETTING HIM KNOW WHAT TIME ARE YOU GOING BE THERE SO HE CAN OPEN THE GARAGE DOOR FOR YOU. HIS NUMBER IS 786 - 514 -8710. TY / Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, March 23, 2006 Page 1 of 2 Miami Shores Village , i m Building Department 3. Do _ _ 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 4 • am� 756.8972 BUILDING I' lA'' 1 2fl0� Permit No. '' —- PERMIT APPLICATIO FBC 2004 Master Permit No. Permit Type (circle): Buildin E ectrical Plumbing Mechanical Roofing �/' 5 g ?>'/i2 Owner's Name (Fee Simple ' 'tl - :. der) � 0 �% �j �!� �R r Phone # 2 9 / Owner's Address , .S 7 3 / 0 City /475 State , Zip 3 5 Xi t Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village S-73 KC, IoZ County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO4y=__ 9 Contractor's Company Name ��s V 011 OW Y rPhone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ i Type of Work: ❑Addition Describe Work: at %t • DAlteration 0©®r's Square / Linear Footage Of Work: ❑New Repair/Replace ❑ Demolition ****** * ** * ** * * *** * * * * *** ** * ** * * ** * *** **Fees r************** * * ** * * * * ** ** * * * ** * **** * * **** *.. Submittal Fee $ Permit Fee $ libe-'-- CCF $ 'I Z d CO /CC Notary $ S. 00 Training/Education Fee $ 0 40. Technology Fee $ Z -1 S Scanning $ 3 ©( * Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I ZZ - � See Reverse side —› Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant roust 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 acknowledged before me this / / The foregoing instrument was acknowledged before me this day of 2061 yJ h 1-.1 Nil - TQ i'day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced I`44 As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: NOTARY PUBLIC-STATE OF FLORIDA �` Yorleny andez Sign: . l ...4 v i �� DD476455 Sign: ' Print: i r.�:: : , c: Print: My Co „'s on Expires: My Commission Expires: APPLICATION APPROVED BY: .(Revised 02/08/06) . Plans Examiner • Engineer Zoning VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Jv A /1 ( 41 97 7 DATE: ADDRESS: * /02 5'7-- 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 exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this ' j 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 I Ack 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code There is a copy of the code in this office for review. Initi 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 an attorney. The department will not mitigate.any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which co .Id include loss of wages during recovery from injury. Ini 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 firs the proper permits by licensed contractors. Was acknowledged before me this By Produced there License or /‘.3 / as identification. Ini day of M0/1 , 20 who was personally known to me or who has BUILDING CODE COMP CE OFFICE (BCCO) PRODUCT CONTROL ► ' ION cc -6 O - NOTICE OF ACCEPTANCE OA) Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101702 -24, titled `Door Models: 83, 84A, 93, 94,1193 & 194 ", dated 11 /18/96 with last revision on April 2003, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01- 0326.01 consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can ont PE. •••• • •••• • •• • • •. • ••••. • • • • • • ..••.. • •.•• •••• • ••••• • .• • •. • •••• MIADADADb COTJ T rY' FCORIIQAt.. • • ME RD- OADE.FL•AGeglt :: • • 140 WEST FI.AGILLR.STRBIb, S ]1TE 1603 • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • . . . . . . • • • � • • D(� •• .• • 1•••••• NOA No 03- 0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 Page 1 Clopay Building Products Co. • • ••• • • • d•• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • It • • ••• • ••• • ••• • •• ' • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) •• • • • • • • ••• •••• ••• • • • o • • • • • •• • • • • • ••• •• A. DRAWINGS 1. Drawing prepared by Clopay Building Products Company, titled "Door Models 83, 84A, 93, 94,1193 & 1194", Drawing No.101702 -24, dated 11/18/96, with last revision on April 2003, sheets 1 of 1, signed and sealed byM. W. Westerfield, PE. B. TESTS 1. Test report of large missile impact test per PA 201, cyclic wind pressure test per PA 203 and uniform static air pressure test per PA 202 on "9' x 8' door model 73", prepared by American Test Lab of South Florida, report No. ATL 1112.01 -96, dated 11/13/96, signed and sealed by W Meitner, PE. C. CALCULATIONS 1. Calculations dated 01/10/97; pages 1 through 2, prepared by M. W. Westerfield signed and sealed byM. W. Westerfield PE. D. MATERIAL CERTIFICATIONS 1. Tensile test report No. CTL986B, prepared by Certified Testing Laboratories, dated 12/16/96, signed and sealed by R. Patel, PE. 2. Salt Spray Exposure test report No. MTS 258592, prepared by Celotex Corporation Testing Services, dated 08/17/98, signed and sealed by R. G. Miller, PE. E. STATEMENTS. 1. Affidavit of minimum yield strength compliance prepared by Mark Westerfield employed by Clopay Building Products Company, signed by M Westerfield and notarized by S. E. Rodenhauser on 05/05/03. 3 Affidavit of no financial interest prepared by Mark W. Westerfield PE. with no date, signed byM W Westerfield PE. and notarized by M E. Knisley. 4 Letter of code compliance prepared by Clopay Building Products Co. on 01/10/97, signed and sealed byM. W. Westerfield PE. 5 Letter of no change issued by Clopay Building Products on 04/23/03 signed and sealed byM Westerfield PE. E -1 Candido F. Font, PE. Senior Product Control Division NOA No 03- 0428.04 Expiration Date: August 21, 2008 Approval Date: June 5, 2003 MODELS 83. 84A. 93. 94. H83. H94 END STILES ATTACHED 70 DOOR SKIN WI1H PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG-L -LOO P & BOTTOM) AND URETHANE ADHESIVE NG CENTER) rI 1 LOCATION OF OPTIONAL VENTS ®MAtIMUM VENT OPENING 80 IN' MAIL DOOR WIDTH - 9'-0' IN D FLEVATRxV TABLE 1 DOOR NUMBER OF HEIGHT SECTIONS * MNBTIIIM 8 TO SB 5 78":0 0 I0't" 8 120• 7 • SECTION ARE EITHER 18' OR 21' HIGH 941 • — ►A DUAL D HINGE SEE INTERNED. HINGE IN DETAIL INTO TRACK PER 0 5/8° 6184. EA408008 11 •• SIDES OF (SEE LOCK OPTIONS) END STILES ATTACHED TO DOOR SKIN WITH PATENTED T0G -L -LOC SYSTEM (TOP, 801708, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WIN TOG -1-100 & BOTTOM) URETHAN. - I.- A E ( 0514188) ..��■ • r�xxxxxxxx�,. till ®II1II••1II1Il1111111111l11MINE Ji I ®I Ill®III ICI I � "III ®VIII 111II ®IIII III®Ill" �'■ -1-. r ■T� 11111111111 •10111011111111110111 •AML- Z -1 =17 LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE 9810 For( 100K OP5ON HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO sun) 13 GA. GALV. STEEL FLAG BRACKET. EMT FASTENED 10 WOOD JAMB WITH (3) 8 /18'x1 -5/8' WOOD RAG SCREW.. 2' GY4.V. STEEL TRACK, TRACK THICKNESS: .080 [WITIFI1ilEMIFYGH1MIF r c7i&7411Q/1,1111!1• R 1 «a MNBTIIIM ?ii•[' •F_!]r IE0O VAS •2111111171111 rd.ii lrldwzrkusiermmrsd r= L=liOv L3ni [Ji ®©i TAINT ITIM Ids v 0 miE15i I 'iiLI MEFI M F1C1imii.3IL• sfUli WISINl lLYIMri LICIa1 Eatl ®rdlmlIIVISMLLUM 1i0 IL9Q11 L IF8i FISIi111113 1l IDA hilt Td•LLiC-Lk3Il lLSTRIrINILT CAMIIETIBTS1 19 ifiL' I EZIIFISLrlSIETi`i•4719[TTIMI FANIFIni 711? 2 -1 2x12 GA. 040.88. STM TRACK BRACKET. (B) TRACK PER 31 UP TO 8 TRACK 888010075 PER SIDE UP TO 12' HKIR ; LOCATION OF NUM OPTIONAL VENTS MAIB 88X.00008 8101H 8690E 51 NATlai 001190E KEYED LOCI( Ifftat.119121XMISI 2e5 WOOD JAMB 12 GA GALV. STEEII. TRACK BRACKET F TO WOOD JAMB WITH ONE 5 HINT -5/B' WOOD LAO SCREW BRACKET. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. Disidlm ONE SNAP LATCH ON EACH SDE OF DOOR. PRODUCT RENEWED as ttenTttTyir7, i'114 the Florida Pe. .:71:4114.7 IOW D7FFAT�7Li1C�7 il. Pak 4 -i —f-- 2' THICK INTER. 518.E OUTSIDE HANDLE CFQTIDN A-4 12 C.4 GALV. STEEL TOP ROLLER BRACKET. EACH SHEET 800*1 > SHIP LAP JOINTS. INTO TRACK PER LOCKING 24 OA. MIN. G -409)8. THI 2 ,. ((y�N, YIELD STRENGTH: 28 INN 0408 POLYESTER PAINTED PR8/ER AND SIDES BAkFD -ON POLYESTER PAINTES TOPCOAT APPLIED TO BOTH SIDES OF STEEL. DOOR; (SEE LOCK OPTIONS) (4) 14x8/8" SHEET METAL SCREWS (4) 1 /41x3 /4• SELF TAPPING SCREWS 14 OA FND MN= STOP MOULDING BY INSTALLER SUB) DOOR 20 08. MIN. GALV. STEEL ENO STILE 20 GA. GALV. STEEL INTER. STILE "RB 2' GALV. STEEL TRACK FASTENED TO TRACK BRISKETS. EACH BRACKET ATTACHED WITH ONE 1/4•'5/8'TWO 1/4' R 1S 18 OA. INTFRMFIIIATF 841858 ED GE HINGEVEACH FASTENED TO END 5111LEESS W 4) 1428 8' & (4) TA* SELF TAPPING SCRIMS. 2- 1/4'1(20 0A GM18. STEEL 11 -BAR. IW0 U -BARS PER SECTICAR maw 31ID SECTION WHICH HAS 0-888. U -BARS MADE FROM 80 KS S //E(EL) 1 ACH4�UU4pAR ATTACHED TAPPING SCREW PER STILE 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(21 1144/8' SHEET METAL ALUMINUM EXTRUSION & AMYL WEATHERSTRIP. INSTALLER MODE. RETAIL MODEL DESORPTION' 93. H93 83 24 GA. STEEL SKIN: 18 GA. STEEL END STILES 94. 1484 84A 74 OA STEEL. SON: 18 0A PAINTED 37881 END ST1LF5 .- ALL DOOR MODELS ARE RAISED PANEL EMBOSS- F1g8 08. GALV. STEEL INTER. 18608 EACH #14'5/6' SHEETALW /SOREYIS. 7/18' PUSHNUT INSTALLED ON ROLLER StWT FOR UNRESTRICTED DOOR OPERATION. 14 OA WAY. STEEL END HINGE F TO END STILES W 4 EACH 6140(8 SHEET METAL SCREWS & (4) 1/4' /4' SEF TAPPING SCREWS. 2' SIEEI. ROLLER. .TEMI SUPPORTING STRUCTURAL ELEMENTS SHALL BY A REGISTERED PROFESSONAL ENGINEER FOR I D LOADS DESET SHOWN ON THIS DRAWING. DESIGN ENGINEER: MARK W. WE518811 LD FLORIDA REGISTRATION Na 48485 9ECW41CA1 ENGINEERING THE 298 VE•TCCI. WOOD JAMBS ARE TO BE GARDE 2 OR BERET YELLOW PINE. NO LOAD IS TRANSFERRED M Y 90 (91)1' 8011 REQUIRED) COUNTERSUNK T FASTENERS PROVIDE A FLUSH MOUSING SURFACE. 2x5 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED g81E.00K WALL OR CONCRETE COLUMN. BLOCK•111'B R98 8 FILED WITH CONCRETE AND R Et 40 1110 FOOTING Fi 8' FROM TMT�M)W_TENUOUS ARAWL LO_ K LT �s STMRNC AT /NO MORE 'SANS" FROM 8011808 AN :2( •0i. • • • • • • • •••• • • DESIGN■LOA S:. 2.0 PSF .AilltSF. • ©lonay saw 81.1.4.91•X101 •NV.° WA CLOPAY BUILDING PROWCIS COMPANY r4fo • • 5148 xS2'O9i 8888 OH 81.110. 11111 •4 •' DOOR 90084.: • • Building Products 4132 77o -4eoo 9O9 _• 8+` _ 84• H83' G94� omut"••••••' Company _ $ 101702 -24 • I 3 • • • • • • • •• • •••• • • •••• •••• • • • •• • • • • • • • • • • • • • • • • • PERMIT #: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT 1, Awls- ❑ Contractor ❑ Owner rchitect Picked up 2 sets of plans and (other) DATE: G ` / ,61 C' Address: 3? 3 it, l c) Z From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Buildipg'bepartm t to continue perm .. process. Acknowledged PERMIT CLEARK INITIAL: /0/e RESUBMITTED DATE: to Co PERMIT CLEARK INITIAL: PERMIT #: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT f La .0(3( r - 0 4fruP' ❑ Contractor ❑ Owner `k Architect Picked up 2 sets of plans and (other) Address: DATE: N Z 6 •O c73 N C lv Z U From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Acknowle tinue pe ing process. PERMIT CLEARK INITIAL: RESUBMITTED DATE: 5/30/0 PERMIT CLEARK INITIAL: Miami Shores Village Building Department Planning & Zoning Critique Sheet Permit No.: RC06 -935 Applicant: John Taggart Job Address: 573 N.E. 102 Street Date 4/13/2006 Comments Proposed addition appears to meet the minimum code requirements but the fmal determination cannot be made until an up -to -date survey is provided to this office. 10050 NE 2nd Avenue Miami Shores , Florida 33138 Initials DD Tel: (305) 795 -2204 Fax: (305) 756 -8972 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 06-• * — Job Name Date BUILDING CRITIQUE SHEET ,41 _� - A , t2* Gj%oc/il✓J5 s t)b,,2 fir,p0 #/c4-€, • a / /1 /41-14, fc4-7 h4- / su4■AI ; -r-rJ 4 Rest /,A.)71;44 eztAy-th e , f /ic 1 i It,. / / /..vg t Ai eS L.LG'otJSQ 7��C'— 2142 LEA" Scive 7 GvcrLtc -zip P.-era/y.1 i. Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date BUILDING CRITIQUE SHEET 3cwo /2 ._... 3- ANk&f,.6-- Cerd;72/4-./‘ 0664 s4ofze hdf-c-e Al S l /X a Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 1430 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Od - y35- Job Name 7-,q ,A i Date 4/25/c s-NE 102 Sf i1 daii111cl2 STRUCTURAL CRITIQUE SHEET 72/h ,� i �6 L {"� _., ,.�. ,� r �..,- ,- „_�..,' = rites. ✓ri�� -_.- .r � g � / ! ,� z 5.1'/rn rai,e /s /CV T d cage whi in dact s metre i Bve's .) where a /enin y int4s/ 4.e �iac�ir�eeeJ_ .'r new windows, provide .S la I re Inc', Pe/Mit PI 0.1-6 ow tfiialcioro schedu /e d i tins sac f - See Prot! . ,4 v ,ri of. 1p14,-1 , Pt/i7 ct L -art F-1 i# F-2 ? W Scheduled. ✓/ ( Wka/ " 2” " A/hod aye they ¢'a s /en e ct /v ? ✓ On Vs -zS fepi fA 6f f obe.. i s . e �hot�Jd 4Ce ae- c � � /-1-1/ f 30" h?/r1 `` 0 III / /s -Ti WF-14 Says 2if`sa bk:/.sLicacvs 3 . 41/ ccv- eeca9e muS he e CI On 2/A-2 , Pail .7oeteir19 no le na74 come c'. s% 2 3 0S 7,Cc7` 9.7 (0 Ii' cy Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: S°7'3 xi: / 01" S) Permit No. 06 .- `i 3q Opening . I .Dessrii pion of Window or i oor or ullion Product Acceptance um er Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact es gn Pressure - Pressure Size Yes / No _ Yes / No . _ _ _ Yes / o ( +) PSF ( -) PSF ( +) PSF ( -) PSF WIlAWvv4-) 6 5 1221 l? 4-,S.O-8k,o SIa..66a2 7 `f /40 Ngo NvIADa� �1- �'`/30,G1 "13- b 'f3d1'O f (�Ja:7'- //071 ¶'7, —S74s 0,7 t o , 7 - 63, L q7.2 -51,V I-4,2- 311 3b , 7.2 X51, 1 /€2))4 3 '17./-- (:, ,1 _ 1.�r5 '1 7 ' 5 -1 ta S i' u -!e) °, �> y 1.+ 5 04-0 ,..1 U ,NJ No viisnotw c") kit, � LV`-' 67-0'430'09 en-0y '�®- o' �S1, p3 4 i-S 3.5 qe Y 5 k' l o l op 03-cm 30. 0'1 / J o 7 °- 5 / c i , ; . 5 9 6,-1043 • ' 3 7 > 1 . 1 5 ti Cci a KULL `'. �1 - CJ11,07 . • • • • • _ •••• •• • ••.. • • • - • 1�•A. •• • • --i • M•• - - 1%l A la • • •••• • ••0• ... • e �i72ll�j • • • • • • iaml Shores Volga ig-1 • • • • •o•• • i Ii ti SUBJECT T i /, i�!��I T T 9 r -. Mk- _ "' TOCOMPLAN I' ALL I1.rtVIE.I .uil 0 'iiif STATE AND COUNTY RULES AND REGULATIONS •••• • • • •••• • •••• • ••• • • ••. •••• • • • •••• • •••• • RUILDDM CODE CONIPLIANCE OFFICE t om} NOTICE OF ACCEPTANCE (NOA) Pine's Window corporation MO NW 7S Medley, IL33 SCOPE: This NOA is being issued under the applicable ruks and vegtdatkurs governing the use of c cn maenals. The documentation submitted has been reviewed by Dade Cotutty Product Coning INvision mei 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 (AEA This NOA sal not be valid after the exp&atioa date sena below. The Miami -Dade County Control Division (In Mitsui Dade ) imdfor the Alm (In areas other than Dade County) num the to have this product or dial tested for quality If this product oe material falia to perform in the mcepted the manufacturer will incur the mem of such testing and the ART may inneediately revoke, trey, or suspend the use of such product or material within jurisdiction. BORA mums the right to revoke this acceptance, if it is ciet by Miami -Dade County Product Contml Division that this product or material falls to mere the requiammus of the applicable burg. This psi is appeoved as described herein. and has been designed to comply with the Flotida BuildingCode, including the High Velocity Hurricane Zone. DEscRuknom Sala no mown= anizontal SlidingWi w APPROVAL DO ; DraWing Na WWII, titled "Series 31Xt Aluminum Horizontal Sliding Window" Slums 1 thmurdt 6 of 6, dated 10(27/00 with last revision "B" on 03123/%, prepared by Al -Farooq Corporation, signed and sealed by Humsyoun Furnace P E., bearing the Miami -Dade County Product Control Renewal std with the Notices of Aoreptance numba and expiration date by the Maud Dade County Pmt C Disk, Si "Amer RATING: None LABELING: Each unit Ali be a pemanent label with the manufacturer's name or Ito, fir, state and following "MDade County Product Control Approved", unless othenvise noted herein. RENEWAL of this NOA shall be consideradafter a renewal application has been filed and there has been no change in the awe building code r ively affecting the performance of this pmduct. Tinfiet NATION of this NOA wilt oar after the expiration date or if there has been a tovision or change in the materials, use, andior manufacture of the pct or process. Misuse of this NOA H an mulomaneM of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERT MENT: The NOA number precaled by the words Wfiami-Dade County, Florida, and followed by the expiration date may be displayed in advertising limnaure. If any prtion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by tin manufacturer or ita distributers and shall be available for inspection at the job site at the request of the Building trial. This NOA reviser and maws NOA# N-11.07.02 lists of this page 1 and evidence pages E-1, and E-2, as well as approval doerunent mentioned above. The admitted docummtation was reviewed by Jaime D. Grp, P.R. • magpApficoMnr,FuguaA i i METECODEAAGDAMiamm aemstnatzlIttrristaalft 1693 • MORON 3:1139458 (305) 375 -201 FAX (DM 3754300 •• • • • • • • • • •• • • e •• • • • • • ••• •• 6.60" NOA No Dale: ExpInglas January- IA 2011 Approval Data April * Pogo 1 •• • ••• • •• A _Etm" • • • •. '�T'T 't i • • s • • • • • • • • A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • • • • ••• • • 2. Drawing No WW42, 300 Aluminum HoritonfifiSndhig Sliaow,*:dmed . 10/27/00 with last revision `B" on 03!2106, Sheer 1 thrthili 6 o 6 PriPked by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report on: 1) Air Infikration Test, per 1~BC, TAS 202-94 2) UllifOrM Static Air Pressure Tom, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, TAS 202-94 along with a -up drawings and installation diagram of a three OXO specimens of aluminum horizontal sliding windows, prepared by ' Testing L ebocatory, Iu., Test Report No. FM -2312, dated 10/1 , signed and sealed by Aldo Pablo Gonzalez, P.E. under NOM 001107.02" 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Tom, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, TAS 202-94 along with pup drawings and installatkm diagram of a one XO specimen of aluminum Vital sliding window (wIDSB glass), prepared by Fe" Testing Laboratory, Inc., Test Report No. l+ 1L4733, dated 09/15100, signed and sealed by Aldo Pablo Gonzalez, P.E. wider NOM 00-1107.02" 3. Test report on 1) Air Infihration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Ted per FBC, TAS 202-94 4) Forced Entry Test, per FBC, TAS 202 -94 along with marked -up drawings and histallmion diagram of a one XO specimen of aluminum horizontal sliding window (wi 3/16" glass), preparal by Fenestration Testing Laboratory, Inc., Test Report Na. F114150, dated 10/4/(X), signed awl sealed by Aldo Pablo Gonzalez, P.E. "Sub wider NOM 00- 1107.02" . CALCULATIONS 1. Revised Anchor Calculations and structural analysis, conwlying with FBC- 2004, prepared by Al -Farooq Corporation, dated 12/13/05, signed and sealed by Humayoun Farooq, P.E. Compiles midi ASTM E 1300-02 E -1 Jahns D. NOA No t ExPilsem Date lautoorygit, 2011 Approval Vatic April * UN • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • •• • • .. • ••• • . .. • • Now` of _ ▪ ••••• • • • • • • • D. QUALM ASS1 1. Miami Dade Bt g Code Compliance Office (ECM)" • ::.'.:'.:.. • • • • • • E. MATERIAL CERTIFICATIONS .. . .... • .. . . . . ••• •• 1. None F. STATEMENTS 1. Seat letter of conformance, dated 1117100, signed and sealed by 1Iumayotm Farts, P.E. "Subinitted under NOM 00. 1107.02„ 2. Statement letter of no fiat Wit, doled 11f1/00, signed and sealed by 1lwmayoun Faroo", P.E. "Submitted under NOA#00- 1107.02" G. OT13ER 1. Notice of Acceptance No 00- 1107.02, issued to Pino's Windows Corporation, for Aluminum Horizontal Sliding Window, dated 01101 and expiring on €111'06. E -2 Ulan D. Gams, P, E. Ofief,Product Mk No 054222.04 Eaphatkal i Jamung OS, 2i1 Amoral April 7i • •• • • • .... •. ••• •• • . • • .... • • •• •••,•• ••••• . • • • • • •••n• • •••,. •• • •'.} • • • •.„ •• •••• • • • FALSE • OHMS • • off • • •• ;••• • • •• ••• • • ••:••• • • •• • • 74' • 'J7 t/4 VENT NOM 34 T/S' DLO). (2) STIE VMS AT e .... • • • •• • .•'7fItAAM. - • Il 4,-,---1 0 11 -�= 1I x :c 11 ..«.--.T. %/ +-'4/ iT "..... =3= 7 x« ytsa Z iY ®+ it 1y /f S A ` Ors. i AS 4 l -300 A,U) HOHIZ. MAR% !MAW X W DEVON LAD RATINGS FOR THESE MOM TO OE AS PER CHARTS &IaWN CM SHEET 2. 34 I/O! Di OPEL 'PRIM TO Sima W011 OR SIDE 0Y WOE COMSMATIONS OF H.R. /H.R. OR NOR@. ROLLIN° WITH OTHER MfAMI -DADS COUNTY opR'D 1E940OWS USING NIAIAI-ESDE cow, APPROVED MULLIONS IN Si01EEEN. LOWER own PRESSURE ERON NO1D0WS OR MULLION APPROVAI. ;EEL APPLT TO ENTIRE EMSTE0. THE! PRODUCT HAS E lu rs,- w::; AND TESTED TO0 0114 TE RESEENMEMS OF D I Obi ROAM WM npTT BOORo E 9E ANT:IORED PROPERLY TO TRANSFER L TO vg STRUCTURE AMMON MALL BE AS SPACED AS SHOWN ON CMS. ARCHDRS EfNSb11E11i TO SASE WOOL RIALL $ 8[ 0?C SALT. DRESSING OR 57L0 . ANCHORING OR LOADING OILS NOT SHOWN IN 'IMO DETAILS ARE NOT PART OFTHISA A woo DUMOSE I RA.` EV* iN AUSIV ASLE IMES IS USED IM DT:SWt4 OF WOW ANCHORS ONLY. ALL STEEL DI CONTACT 1101 AUDONUS TO BE PASSE) OR PLATED. DL ONO. XCEICALSLOMI 70070 WdM SATIA.L*U0N OF THIS PRODUCT D1 THE WVHZ AREA MARES Ng USE OF APPROVED S14Ufl S OR EXTESSEAL PROIEORQM DEVICES i 1PLYINO 00tH 0047 REMAREYEtRS• MONOLITHIC GLASS NON IMPACT ••• • • • ••• .. • • • • .. • •• ■ • PAm. - (xo on at sumo site* ." N D, rr 1l . RAIL Ci' J u ' 5'arE7 i 2011C1011 M OM Eat= ami Ica tin sax 1[11!% ! ' F:al EMI WEB Era mai ton icriarn Irma tax ra imam= Ent irmi 9111 11:1110STY writ Era "Mina 112111 11 1 7 t I ICE C11II 11 ICES KIN m XII IICZX L EI crmilIca E t WWI fl ICl?IE WIN ICS 11 1 • 1 KM! EMI CAI I1 33111112111111M 11211 WIN u KM MICE MO EMI tall ILE MIMI fall NMI 11M11111111 MI Ilan Mai CM 111111 EMI KR EMI MI 'Mtn 11, 1 KM MI ME WM 110311M1 WUMEI 1111211 VIII_' MN EMI EOM 111M111- Ell IMO 111031 Cwt t f 113111111231121irra ti e D CM LE 11:11111171 111:11111M1 Irma gm En 111211 NMI '011. I • 1112:11111011 IMI111=11 NMI IIECZI • IMI11031 CMt� tl t�1 11'11111' 11131 IMMO' 1112111111IN III-A111/111 fa 11110111111:111111 111=111:211111102 ttoa © Mil IMO Mil lt M MI LINE= IlM WIZ CM • 11111111M1 rum SEM 110311 i1lCfi IMO C .1 • 1112111111111211111211 EMI NMI S 1E sM ICE tc1ta11110w■ Mt • 111331 IMO Ina "mum, 11311 lox furs ra no NEI EMI ECM IMO 10311 14-1' 24 -A/4" 3r 83-1' 74' GAO •1.0 A . NO. OF ANCHORS PED HEAD Et OU. {) . 410. OF ANEMIA PER JAMB slD FIX.ISCW 04u AMOS 0E00iN0 =POUND MONO 81.00 3 -N04. cum 3/1. 1/4' 418. GLASS GI4ZiNg REon3)< BID, FIN.. ICIG NAn. ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH HI —RISE SILL. FOR STD. SILL LIMIT EXTERIOR( +) LOADS TO 53.3 PSF SEE SGT. '9' ON SHEET 3. DOMAN LOAD CAPACITY - 75,D. 1 . DATL mii ei T 714 Emit A cm ram c r1E MI 11E71 Kari C t1 7 WA 11 101.0 Kra c?"1111 C En it a e7 CI', ir*a walrus IIVAIIMI KM WM IMO IMO a.► Illn NMI WIN frown Ea maxim tcmtnt ll 113 1 "MI 'mom EU IVA CM "MI LIMA 11 CHID CM IIMI1CM CCU MIL/111M !%EI IMP VII EVENIEll 10311 IMO CU IBC£!I INEM I Illai 111:11311,231 Era tram Ea irnsormirmi EMI { BM WEI ICAC'l Fan no Kamm Nairn iitm 111101111rAll orn I? l tC1!>II MI11. 11 MI IMIIIIMil 10111 NMI UM 111:3111102 Iris marl 13711 Km urn roil imi to irmucri irmt ran rim N211 KESIO Ma MO 414' or toe' 11' 3r (3 7r 84' for rr1. 74' 104 -1 /4' 111" 74' 108-1/4' 111' 38 -3/8" (3) 08 -4/8' (4) 43' (4) NOTE: GLASS CAPACITIES ON THIS SHEET ARE RASED ON ASTM £1300 -02 (3 SEC. OUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY wmi SECTION 2403.2 OF FOC 2004 EDITION. A n Np W ANtiH0RE Poi M0 /B81 ) * No. OF ANCHORS PER MIS oPERATtN0 VEie7S TD star Ca 1/4 DP TIi1 831100W wIDT11 MAR 14 MOO 1 AMMO .... • • . w • • • • • ••• • TYP C:AI, ANCHORS; so tot FDIC $P 1 t4• jams INTO WOOD STRUCTURES x' MIN. PENETRATION INTO WOOD THRU 18Y OR 21)Y SUCKS 1NTO CONC. OR MASONRY 1 --1/4' MIN. ELISEO INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MiN. EMIiD INTO CONC. OR MASONRY MIN. CONCRETE fam3000 pal Mpg. MASONRY MOCK fcm150O psi SEAMNTS: ALL FRAME AND %TENT CORNERS. tNSTALIATION SCREWS AND EID TOM OF FIXED MIMING ROIL, SEALED WITH WAR/ALUM COLORED SEALANT. WEEPHOLES; W1 - (1 -7/8' X 6/187 AT4" AND 25. FROM ENDS W2 .P (1/4 X 2) Al' MIDPOINT OF TRACK. W3 • /8' X 3/87 AT 3-1/2' MOM EACH END • • ••••• • • •• • • • : • ... • *& • • • • • • ••.a t • • • ••I••• • .. • • • �y • • iJ • • N.O. FIX. MT9 MI. 1/4" SHIM • • FI • •• •• 0 Mt pu . haw ow ANCHORS SEEDF D FOR SPACING ELXV. ACING H.D. FIX NTG RAIL LA T V TO w-rur me uoCH IQ+ AWP Nt. ton p.' 15 TTWM� 59-510' TWO LATCHES AT': MI 1/4" 4EK t C ACING 1" 1 1/4 tin XILIMEULE irateMpAasa • • too • • 1,#1A SN, FIXED we. M. 1.812 $.D FIXED MIS. RML is 1■11■r■■ 1 11~,731111 i rams HIFRI 1.7/MII 111:1=011 131 1.628 P iL 1A$ 1.064 1.012 ea -• • • • •••• • •• ...L.. • • • • • k • •••• • • • • •••,••• •••• • • a • • • i • • ••••• •• •• •• • • • • ••_'•.• • ••• • • •• •••• •••• • • • • • • •••• •••• • • v•• • • • ••• -••• •• • E • • •.••• • • •• • • • •••• • •• • 0 • •••• • • • • •••• IMIL149-4121603 i MIAMIDAD[ • fir' F+ BUILDING CODE C,OM1'I,iANC.E OFFICE (itCCO) PRODUCT comrItWL DIVISION NOTICE OF ACCEPTANCE (NOA) Pino Windows Corporation 6860 NW 75`11 Street Med1t'y, FL 33166 • SCOPE: This NOA is being issued under the applicable rules and regulations governing nlu t Control construction i n materials. erlried The documentation submitted has been reviewed by Miami Dade County by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by Y the Authority Having Jurisdiction (A1.1J). This NOA shall not be valid after the expiration date stated below. 1heiari Miami County reserve Product the Control Division (In Miami Dadc County) and/or the A11J (in areas other than perform e righ in have this product or material tested fur duality assurance purposes. If this testing and the. 11J fails may immediately right the accepted ruanner, tlse nianutucturcr wi11 incur the cx1 revoke, modify, or suspend the use of such product or material with i Pteir j C� trti n. BOR ti at ewes duct or m to material this to acceptance, ct the requirements determined of the applicable building code. iiiatcrial tails This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane 1 product 1 Zone of the Florida Building Code. DESCRIPTION: Series "Heavy Deity" Aluminum Single clung Window . Single Bung Window Sheets 1. APPROVAL DOCUMENT: Drawing No \ \'UU -Zti, titled "Heavy Duty Al Farooq Coiporatioli, signed and through 3 of 3, dated 06/09/00 with revision A dated 4/23/03,prepared scaled by llumayoun rarooq, P.L., bearing the Miauri -Dade Count Product County Con duc Renewal amp Division. with the Y Notice of Acceptance number and expiration date by the Miami-Dade MISSILE IMPACP RATING: None logo, city, state and LABELING: Each unit shall bear a permanent Coiiti'ullApprovcd ", unless otherwise noted herein. following statement: "Miami-Dade County Product RENEWAL of this NOA shall be considered after a renewal application has obeeis pro and there has been no change in the applicable building code negatively affecting the performance TERMINATION alsu e, and of this NOA will occur after the expiration date or if there has been a n arevision r of change in the uiatcrlals, use, and/or manufacture of the product or s process. all automatically this ter terminate this NOA. Failure to comply product, for sales, advertising or any otll I p with any section of this NOA shall be cause for termination ands removal a o D NOA. County, Florida, and followed by advertising literature. if any portion of the NOA is displayed, then it shall ,A.v \'L'ItT1S}s11`lEN'1': The NOA number preceded by the expiration date may be displayed in • be done in its entirety. and s - 'ECTION A copy of this entire NOA shall be provided t f uscr by the Building ina manufacturer or its distributors andshall be available for inspection at the job site at the request of This NOA revises and renews NOA 11 00- 0417.05 and - consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, 1.E. • • 4 :01:614- 11,t0i: cOUltrY, FLOIt11)A • 1iiE1RO MD€ I'1JGL Jt BUILUiN(; 1413 \\:E I•peACt'1:R STIZEPIt SUITE 1G03 MIAMI, FLORIDA 33130 -1563 • ••1305) 475-�Y1 I r:?� (3p) 375 -2908 • • • • • • • • • • • • • • • • • • • • • • • • •• • • . • • • • • .• • • • • • • •• • • • ••• • •• ••• •• • - • - •• • • • • • • • • • • • • • • • • • • . • • •-e •• • NOA No 03- 0432.03 Expiration Date: JUne 26, Approval Date: June 26 ,' 2003 age 1 BUILDING CODE CON1PLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 Ocean Shutters Manufacturing, Iris. 4900 N.E. 111h Avenue Fort Lauderdale, FL 33334 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "OSMI -Ultra Light" 0.030"(min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 00 -394, titled "OSMI Ultra -Light Galvanized Steel Storm Panel ", sheets 1 through 5 of 5, prepared by V.J. Knezevich, P.E., dated 05/03/02, 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any.section of this NOA shall bc cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall bc provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #01- 0516.14 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0410.01 Expiration Date: September 77, 2006 Approval Date: May 07, 2002 Page 1 IIUILDINC; CODE COn11'1.IAN('E OI FIC E (tit «), PRODUCT CONTROI. WtvisioN NOTICE OF ACCEPTANCE (NO■) Pino Window Corporatidn. - 6860 NW 75' Street Medley, FI 33166 J ScorE: This NOA is being issued under the ap'plitable 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 (A1-1J): This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacluicr will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply.with the High. Velocity Hurricane Zone of the Florida. Building Codc. DESCRIPTION: Aluminum Tube Mullion APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullion ", sheets 1 through 3, prepared, signed and sealed by Humayoun Farooq, P.E., dated 5 /23/02, 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: None LABELING :, Each unit shall bear a permanent label with the manufacturer'sname or logo, city, state and • following statement: "Miami -Dade County Product Control Approved ";finless otherwise noted herein. • • RENEWAL of this NO. OA shall be considered after a renewatapplication has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. MIAMI-DADE Ct)t1NTY. FLORIDA METRO -t)ADE I :LA(;t.l:R 131 ILDING 140 WEST 1.1.A(:I.E :R s ri. Err. mil 1 r. 1G03 MlAt1l. rLt.tRl1),\ 33; l0•15G3 (305) 375.2901 FAX (305) 375.290S TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change.rn• the materials, use, and/or manufacture of the product or process. Misuse of this NOA asan endorserrient of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply .with,any section of this NOA shall be cause for termination and removal of NOA. • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or :its distributors and shall be available for inspection at the job site at the requcst.of the Building Official. . This NOA renews and revises NOA If 99- 0302.06 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. 7 NOA No 02- 0311:07 Expiration Date: March 28, 2007 Approval Date: July 18,2002 Page 1 • „ „ • DESIGN LOAD CAPACITY - PSF • MIAMI DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED • WINDOW ' 3/160-ANNEALED GLASS 3/16" -TEMPERED GLASS DM& 1110 SMS mir TApcoN 1/4" TAPCONS 3/16° TAPCONS TAPCONS WIDTH HEIGHT EXT.(+) WIT.(-) Exr.(+) wrr.(-) co".(+) INT.(-) ecr.(+) tr1t4-) ocr.(+) fl4r4-) 19-1/8 26-1/2- 37' • 48" 53-1/8 - . 60.7 125.0 60.7 125.0 60.7 125.0 • 60.7 • 210:0 60.7 210.0 4 .28 60.7 4- 123.0 60.7 125.0. 60.7 125.0 60.7 210.0 60.7 210.0 '(4) 60.7 99.4 80.7 125.0 - 60.7 125.0 60.7 159.3 60.7 210.0 60.7 78.8 60.7 122.8 • 60.7 125.0 60.7 122.8 60.7 1643 60.7 . 69.2 60.7 110.9 60.7 125.0 60.7 110.9 60.7 146.5 .19-1/8" 26-1/2" • 37' 48" , 53-1/8 60.7 • 125.0 60.7 125.0 60.7 125.0 60.7 208.8 60.7 210.0 38-3/8" 60.7 94.0 60.7 125.0 60.7- 125.0 60.7 150.7 60.7 210.0 , (4) • . • 60.7 87.3 60.7 107.9 60.7 125.0' 60.7 107.9 60.7 168.8 51.9 51.9 60.7 83.2 60.7 111.4 60.7 83.2 60.7 120.5 '48.9 48.9 60.7 . 75.2 60.7 108.3 60.7 75.2 60.7 109.3 19-1/8' • 2871/2" - sr • 4/8" • 33-1/8 • so-s/8 (4) ,1 - 60.7 98.8 ; 60.7 , 125.0 60.7 125.0 60.7 158.2 60.7 210.0 71.3 60.7 114.2 60.7 125.0 60.7 11.4.2 60.7 203.5 51.0 51.0 60.7 81.8 60.7 92.5 60.7 81.8 60.7 144.1 39.3 39.3 '80.7 63.1 60.7 70.5 , 60.7 63.1 60.7 • 99.2 35.6 35.8 57.0 57.0 80.7 83.4 : , 57.0 ' • 57.0 .. 60.7- • 88.7 . 19-1/8" 28-1/2' 37' 48" t '53-1/8 'r. 56° ' (0 • ' . 60.7 - . 125.0 60.7- 125.0 - 80.7' 125.0 60.7 210.0 . 607 • 210.0 60.7 98.6 L .60.7 123.5 60.7 1213 60.7 154.9 • 60.7 210:0 60.7 69.2 60.7 84.3 60.7 84.3 60.7 110.9 60.7 137.8 53.4 53.4 60.7 '63.9 60.7 63.9 60.7 85.5 60.7 93.2. 48.2 48.2 57.3 57.3 57.3 57.3 60.7 77.3 60.7 81.0 i 19-1/8". 26-1/2, 37" • • 48. ' 53-1/8 63° (6) 60.7 119.0 60.7 125.0 60.7 125.0 80.7 190.7 60.7 210:0 . 60.7 .85.9 • 60.7 108.8 60.7 108.8 60.7 137.7 60.7 210.0 60.7 81.5 80.7 76.2. 60.7 76.2 60.7 98.6 60.7 132.8 47.4 47.4 57.5 57.5 57.5 57.5 60.7 76.0 60.7 87.4 42.9 .42.9 50.9 50.9 50.9 50.9 ' 60.7 68.7 60.7 75.4- 19 -1/8" 28-1/2' 37 1 ' 48" 53-1/8 74-1/4" • (6) • • 60.7 101.0 60.7 125.0 • 60.7 125.0 60.7 161.8 60.7 210.0 60.7 72.9 60.7 90.0 60.7 90.0 60.7 118.8 60.7 208.1 52.2 52.2 • 60.7 ■ 66.7 60.7 66.7 60.7 83.7 60.7 129.7 40.2 40.2 52.7 52.7 52.7 52.7 4 60.7 64.5 60.7 81.2 36.4 36.4 47.9 47.9 47.9 47.9 ' 58.3 58.3 60.7 69.2 41. NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ADHESNE BEDDING COMPOUND \-- 3/16" ANNEALED GLASS OR 3/16' TEMPERED GLASS • r NOTES; 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH vEurirf HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. ALSO FOR WINO LOADS AS PER ASCE 7-88. ASCE 7-93. ASCE 7-95 OR ASCE 7-98 AS REQUIRED BY PREVAILING BUILDING CODE. 2. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE I:IC(0ND WALL DRESSING OR STUCCO. - • - . _ • . . • - • - . - " - - . " ANCHORING-OR-LOA1517•1G CONDITIONS NOT SHOWN D•1 'MESE DETAILS ARE NOT PART OF THIS APPROVAL. 8" MAX. ••• • • • • • • • • So': • ••• • • • ••• . HEAD/SRI. CORNERS SURFACE APPUED FALSE MUNTINS OPTIONAL D.L% (F1X. LITE) • • • • • • • • •• • • • • • • • • •24-.1AAx. • co 0■111MMI ■■■ HEAD/SILL. • • • r. • • • • • • •• . • OOOOOOOO U •• • la • • • • II it 1 •• • 0* • • 0 • • •• 4, • • • • • • • • • ▪ • it - 7 it IV / 4 16 i • is --:::*==-- L---===- =_ 1 --tr--7 . iit II . 11 • cy, . ti 1, • it It is • 1, • • 0 •■■■• • • • • • • • • • 3/5.. !EIAL D.L.O. 52 1/2" MAX. VENT WIDTH 55" MAX. WINDOW WIDTH TYPIC TESTED tour PRODUCT' RENEWED as complying with the Florida Boitilog Code Acceptaace NoP • • 0.09 E 'ration Date,htti 6,15 By Dh /4. Dade-Pratte Control 1 a 1 • 1 04 drawing-lib: 3 • • 1.="•••••-r. •- s..ew. z= .�Y'".t:x�. '; :!?'.- s+i�a.�.c�:,e- ...y�.,.. a .:+.-+.: .,�. -.a; • " -111 • TYPICAL ANCHORS SEE ELEV. FOR SPACING 44 4 4 4 4 OFITIONAL TO SPRING LATCH W1 0 W000 BUCKS NOT BY PINO WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE.' TYPICAL ANCHORS: # 10 SMS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1" MIN. PENETRATION INTO WOOD 3/16" OR 1/4" TAPCONS (BY ELCO) OR EOUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANC INTO 28Y WOOD BUCKS OR WOOD STRUCTURE WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 110 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) SEALANTS: FRAME AND VENT CORNER SEAMS, FIXED MEETING RAIL ENDS, MUNTIN SEAMS AND INSTALLATION SCREWS SEALED WITH SEALANT.. TItM N0. PART NUMBER QUANTITY DESCRIPTION MATEVAC :MAAiF./18UFF'• 1ERZRESIIRKS 1 PDH -501 1 FRAME HEAD 6063a -TS : -•;• ' ' • ••• 2 PDH -529 1 FRAME SILL 6063 -T5 ` - 3 PDH -503 2 FRAME JAMB 6O6 -T� • •- •' • • • : • • : ; . • • 4 PDH -508 1 VENT TOP 60233 .Tr :- • : '-'e • ; : _: : • : 5 PDH -528 1 VENT BOTTOM 6063 -T5 - 6 PDH -507 2 VENT SIDE 6063 -T5 - • _ .,,,• ..• • • 7 PDH -504 1 FIXED MEETING RAIL 6063 =L5 _ .`•: : : ; • • • •• 8 PDH -524 AS READ. ROLL FORMED GLAZING BEAD ALUMII�uM :- : • • • • • ••• • • 9 - - - - - 10 .• AS READ. FRAME ASSEMBLY SCREW - 18 X 3/4" PHPH SUS 11 - AS READ. • VENT ASSEMBLY SCREW - /8 X 3/4" PHPH • SIAS 12 - AS READ, BULB W STRIPPING VINYL • 1 - 13 P8- 8320 -187 AS READ. PILE W STRIPPING - WM4 INTEGRAL PLASTIC RN 14 P8- 8316 -187 AS READ. PILE W'STRIPPING - WITH INTEGRAL. PLASTIC FIN 15 - 2 FLAP VALVE PLASTIC - 16 - 2• SPRING AND PULLEY BALANCE - - 17 PDH -518 2 SNAP LATCH 4" LONG W/ SPRING 6063 -T5 13 1/2" FROM EACH END •18 - 2 CAM LOCK AT 12" FROM ENDS . - - • 19 - 2 2 -3/8" X 3/8" FOAM PAD - ADHESIVE BACK WEEPHOLES: W1 = 1" NOTCH AT EACH END W2 1-1/2" X 1/4" WEEP HOLE AT EACH END WITH RIGID PLASTIC FLAP VALVE • 4 •4 . " l AN040. BEE ELEV. FOR SPACING Is cTSis� •I 6 I 1 1 —TYPICAL MTCHOR'S- SEE ELEV. FOR SPACING 18Y OR 28Y wo0n Rutty 181 OR 28Y w000 19.'CK1 • 00 thiSpimm JV 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM 0 JAMBS D.L. OPG. WINDOW WIDTH ory 16 •` 7 4:=IL J 1 4 • DADE COUNFY APPR,D MUWON SEE SEPARATE NOA EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. DR. HUMAYOUN FAR000 STRUCTURES FIX PE I 16557 _CAN. 3538 %111 -4 w• ._ • rte., .' =i`3� 7J� PRODUCT REND • - £ cutnplaing nit its nodes Buldi;,g CG:Se Acceptant 10 I,C. • • to it • Ee..rutioa 1:ete, ITi M5t 4/ S'tt I� r. 1 f m O 0 0 c 8 a drawing no. woo- •-25 • .2238 4• • ••. • •• • • . • • • • • ••• • •• • • •.' • • • ••• • • • • • • . ••• .062. .875 • • • • • •_. • ••• • •• • • • •. • • • . • • • • • • • • • • . • • • • • i4 .FRAME HEAD • • •. •• •• • .•• •• . • • •. • • • • • VENT TOP • CORNER FRAME TOP CORNER . FIXED MEETING RAIL :- VENT BOTTOM CORNER e VENT TOP RAIL L626 1458 .062 FRAME JAMB FRAME BOTTOM CORNER PRODUCT RENEWED — as complying with the Florida Bolding Code Acceptance No Ex ration Dot '- I.t241 1 By Miam • Diis'y. Product Control • (4heeC3w.a3) • •• •• • • • •• •• • • • •. • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • . • ••• ANCHORS TYPE 'A- 2 X 2 X 1/6" ALUM ANGLE ! 1a 5.1.5. 2/ ANGLE is• ,...""""",. , . Li 14 S.M.S. 1 -1/2' MIN. 1/ ANGLE MULLION — ►1ULUON 2X2X1 /6" ALUM ANGLE 2 -5/6' LONG • I 300 IAAX. • 4 • 2x2x1/8' 1 , ALU1 ANGLE • EMBED INTO Ica a 1 j 14 S.M.S. 7_1 2, ANGLE NOTCH AticLES TO 1.6S5 • MARBLE SILL OR TRIM 2 X 2 X 1/8• ALUM ANGLE 14 S.MS. 2/ ANGLE ANCHORS TYPE ' B. 1 L i 14 S.M.S. 1 -1 /2. MIN. ,MaEO afro w000 2/ ANGLE ,. _• carir.f =•, :.tit: Date y ( i NOAC V Jt I1. nsi.1•a o . r U: ANCHORS TYPE 'C' ••• •••• • ••. •••• ••• • • • • • • vz— ..7 CK "%pp` al • .4. TO ACED•00ATc C1!P ANGL ( IO $ASNRY •• • • • • • • • • • ••• • • 2 X 2 X 1/6' ALUM ANGLE j 14 $.M.S. 3/ ANGLE •• ••.'a • • nuluna%%%%% • TAPCON •, 1.1 i -1 /a' sm. E1BE0 • 2/ ANGLE '.11111111111ttttt1111 sill sus 1111 11111. 0 CON :RCM OR I CONC :'olio BLOCKS 2 x 2 X 1/8' A.UM ANGLE I 3 -5/8' LONG 1 1 11f11•11111i:tlsit I%L111U11t111sit s • 1.500 MAX. WOOD BUCKS NOT BY PINO WINDOWS 1 MUST SUSTAIN LOADS IMPOSED. I Ens- OR. IwMAYOU/+ FAR000 STRUCTURES FI.L PE / 16357 29 02 02 1.500 0. 1 z� CI o' 1 .D 5 Q:� 1 '. W 8 1 W V I p tr] ''1 °. O^ Q I3 Z -� mo i2 ..3 2 0 Q Zw0v J 10 0 drawing no. ►�lt�_ 1 Re 1 (sheet 2 of 3 1'.2'.116 AWN KIM. SUR TIME en N -i -WU. SPAN m 1 .3 .1#F JIt11n 11.2C waimmniesan "13 .3 t0 5 3d 20 30 48 50 60 70 B8 N TRIBUTARY (IOTH - INCHC� ANCHORS TTPE A.B. OR C HORIZONTAL 1NUUON Ar a+oRs A.B. OR C N r- to m oq SP,w 20 30 48 50 60 .70 88 TRIBUTNtr wIorn - INCH {3 ANCHORS • TTPE A.B. OR C -A i Q om JID va z • r hl 1- ■4".L8' ALUM. PAC .o PDX tus/ 11 ■ ■110■L11L.....o 1111111111111111111111111111 11� ■L1 ■1111■MMEI �V■►�■►1 ■�■■ 1�L' ■" ■,�� S1L ■ ■\ ■� ■\\■ t� ■� ■��■ ■1111 ■ILI ■�1■1\ ■11. ■ \ ■►3 ■ ■■■�M'. �■,.' ■■11�\ " ■, ■,■ ■'�� KOMMERMENN n11■w■1131■■1.. „ ■1011■,�`' Zd 3d sd 50 60 70 80 TRIBUTARY VIOTH - INCHES ANCHOR LOAD CHART AMCRORS TYP£ A rCO -1,41 1 . p/LL iMI 1.1.0.41 '.r 3 0 2'.+•.1A8" ALUM. TIES 10 OM. aaa 1 S�-Sl8' ■IU,II■IM■,■17■ ■il11►1■■t■■111■1■1111 111•V1111■■►6■lv■► ►V ■►1111•■■.1131■■ !11■11■M■■\INI!7■ \1 ■ •V11111■ ■►\■M ■11111■„ ■„ ■11111, ■ ■10, ■„ ■11L■ ■,•■"1111111 M■\ ■111■ ■■■■11\ 111--__■■■►�■11�c■ .,M110. ■■ ■■1111■31■ ■.1■11111111111111■111■ 103 11■■191■t ,t■■■ 20 3d AO Sd 60 7d 80 TRIBUTARY ttloTH - INCHES CO ANCHOR LOAD CHART iil\ \�■ w Kum MOM 1 ArCNORS RCO -1 TYPE g WI TRIBUTARY VADTH = WI ~ w2 2 TYPICAL MULLION ARRANCEMENT$ w2 H • 1 20 3d 4d 58 6d 70 S0 TRIBUTARY UIOTH - INCHES ANCHORS A.B. OR C q In 0 m 20 30 40 60 68 70 BO TRIBUTARY HIOTH - INCHES lwLt.tun e_N/aJ 1-rvuc 1 2 ".b "aiAB" ALI$i. TiBE SIZCL Oat, 1111■�111■111��BE O111Mit ll1151RlGa18 b aa!■11010111iiQa ■k tVl1��i� ■� \1111► imainuaramonum mummitsminnawai � m �1 ■�101W lN�s�l ■WMM ■M�■EM■■ ■amt ►■�o.q�■1M■ 11■M\ ■\■►� ■►�■ sIu■11UIS■s11 ■■■■NN■s11■►■■ ■■S■■�� ®�� ■11 Zd 3d a5 Sd 60 7d 30 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART v a z O z 0 0 m 0 0 0 O UMINUM TUBE MULLIO 41NO4ORS TYPE C 20 30 a0 S8 60 70 88 TRIBUTARY UIOTH - INCHES FOR ANCHORS DESCRIPTION SEE SHEET Y OF. A•.. a-eaapi with+ the ►- a.iJ• �;= Coils d i Doc T PtOA►Hr htia.ei Dade P d tID 4 lI ��tacc•b Env: D. b.uM4VOUN ralOCX+ STRUCTURES PJ. PE 1 18337 `L 3 2r0r N. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENZ RS SIZES AND SPACING INSTRUCTIONS; ' USE CHARTS AHD GRAPHS AS FOLLOWS.' P 1 STELA DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING.. USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO UULUON AS PER PROOUCT APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT UUIJON SIZE WRH DESIGN RATING MORE THAN DESIGN LOAD SPEC]FED N STEP 1 ABOVE USING ANCHOR T7PES ON SHEET 3. AND ANCHOR' CRAMS ON SHEET 2. SELECT MOOR TYPE WITH DESIGN RATING MORE THAN ME DESIGN LOADS SPECHFTED N STEP 1 ABOVE. r • App es caasplyie`Lvela the Florida Elo.''i'wc C Dote NOM Missal Dade P Hr r 1 • • • •• • • • • • • • • • • • •• • • • • • .• • . • • •••• • • ••• • • • • • • • • • • • • 6•• • • • • •. .•• • • • • .•• • • • ■ • • • • •• • • • • • •• • • • ••. •. • • • • • • • ••. • • .• • • • • • RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 1 :- ALL GLUING PROOUCtS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REOUIREMFMS • LE. WIND LOAD; AIR At WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 2. ANCHOR EMBEDMENT' TO BASE MATERIAL SHALL 8E BEYOND WAt1 COVERING (STUCCO. TILE ETC.) 3. ANY CONOITIOt6 NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING REVIEW. 4. ALL MULLIONS TO BE ALLOY 6063 —T3. iv c n 1 0 u c 0 n O 0 ▪ C 0 .. 0 1 a 2.00"i, I j2. 2.00" /` -LABEL , LOCATION sx { 00i 12.00" COVERAGE 14.25" j, 188 0.031" STEEL OSTORM PANEL 1 SCALE: 3" = 1' - 0" 4 2.00" ;:625" %J ." /i. ,.3I3 j `t = .030" MIN. ./ I6.00" COVERAGE i 8.50" 0.031" STEEL ®HALF STORM PANEL SCALE: 3'• -= 1' - 0" • GENERAL NOTES: THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -98. A DIRECTIONALITY FACTOR OF Kd =1.0 SHALL BE USED. 4. THESE- A•P- PR©VAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS. ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR .PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED H- EREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITEeT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. • 9.. PRODUCT MARKINGS SHALL BE WITHIN 12. OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: OCEAN SHUTTER MFG., INC. FT. LAUDERDALE . FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE 0.031" THICK CONFORMING TO A.S.T.M. A653. SQ. GRADE 80 WITH Fy = 93,110 GALVANIZED COATING. ALL ALUM. EXTRUSIONS SHALL BE 6063 -76 • ALUMINUM ALLOY, U.O.N.. 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 12. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR "h" AND.•'U" HEADER MOUNTING CONDITIONS. 2.250"/ NI 14-.100" 0 NI Mt .966'• 560 ". 4.090" -mac N 2.00" % -17.1--N . z.2 -5 1 I 677" 677•' •• .0966''•• • • f • • r.oSO" .107"-714-71-.197" //107 "��197" �� °� 0 . : sbo '• Ili 1 II II`� $3 w' /1j p. •f�-s -, .090': in o 0 .081 " -1 Ili I 1 .081"- ■ III 1 I • • •.�- �1 t M � • cm N Jo..-090" oo - J `-r?r •Q • I --,..18" NJ 1 2.00 1-.375" .oe0 - 260 -I .080•-1,4.060 i 1--.26 * *.020: • • • • •• .1 / /. I 1.292" / •• • • I• • , •� • •• : PRE - STUCCO • • ••• ' O "U" HEADER (C-TRACK (c-, )C-TRACK (FINISH) OSLIDE TRACK SCALE: 3" = 1' - 0" SCALE : HALF SIZE SCALE : HALF SIZE SCALE : HALF SIZE • • ••• • • • • f • • ••• • • • • • • • ••• • • • O h" HEADER SCALE: 3" = 1' - 0" 750'• I.D. .630" 0.0. '- ' I /ou- t F ` E" o N .125.m1 I 1 .16 1 Lyn- 4. 2,.060" f I MSY7001 ! 6a OSLIDE TRACK (FINISH) ANGLE SCALE : HALF SIZE 7 SCALE: 3" = 1' - 0" 1.00" MIN. 5.00" MAX. 1'1'73 7 5,7 J I/) `.250" L. ' ii .080--' I fI J i a-.050- 1-1-r.250- (ZAMAC 3 ALLOY) [1/4 -20 STUD t_ x3/4• 12 "0.C. o .125" TYP. OSTUD ANGLE SCALE: 3" = 1' - 0" - 1/4 -20 STUD .328" J. ! r x 1" LONG I �(n1! 12"O.C. - +.125• STUDDED STRAP C) (SLIDER, USE WITH 6 OR 6a) SCALE : HALF SIZE I WASHERED WINGNUT \LYSCALE : HALF SIZE e@ WIDTH UNLIMITED (PERPENDICULAR TO / PANEL SPAN) TYPICAL SECTIONS)* 0 CC m E PLAt4 VIEW � r ' .990" \ .520• 1/4 -20 S.S. BOLT & BOLT & WINGNUT ® 24. 0.C. (TYP.) .036" MIN. THICKNESS GALV. STEEL BENT PLATE OR 2" x 2" x .125" 6063 -T6 ALUM. ANGLE OPANEL ELEVATION _ _� 31 Z A SCALE: 1/4" = 1• - 0" MAY BE AT FASTENER (lc 12" O.C. FOR TOP & BOTTOM DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & ® 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P:S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) �1,f23 Z� \'.. MAX. /� HO...LOW BLOCK OR/ \Ns:, EXISTING CONCRETE.,1: EMBED.. -/ -ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN TO 2" x 5" x 0.125" MAX EXISTING CONCRETE HO...LOW BLOCK OR V./000 U FRJ+PtING ,' TRAP MOUNT CLOSURE DETAIL f',�- .365" • F � � �2Q.. .650" 4.090'• TYP. 60-)F-TRACK 1' - ) SCALE: 3" = .377" j-.f.749" MAX: MAX: ')- .188" .'.-' 1111 648" col -.090" MIN. TYP. 3.38- MAX. .090" .179•'.1 rt=h 1- 465 ".655" BUILD -OUT OF -TRACK • 7 0 SCALE : HALF SIZE ,-.600" 0 -.305• .200 "J r- 170 "\- .270" 0.09" THICK OBF -TRACK OKEYHOLE WASHER (OPTIONAL) 13 SCALE: 3•' = 1' - 0" 4Th KEYHOLE : HALF SIZE 1NDOW I� 90° OR GREATER fa] 1" OVERLAP MAX. B Q CORNER CLOSURE DETAIL t SCALE: 1 -1 /2" = 1' - 0" 1 2.625. O 1/4" MAX. FASTENER (n1 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (la 8. O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. -TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR / WOOD FRAMING. OBUILD -OUT MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = V - 0" EXISTING CONCRETE. HOLLOW BLOCK' OR W000 FRAMING. N. f"IRf.. OWALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = V - 0" PrruUti t IIEVISF,D •a complying with the Florida Voiding Code AcreptancrNU 0 - 04JO.Oi Expiration Date 4l„a lt4.7 c 111'4mi U iluct Con IJ;vLt;no INENZEMINNEMIXIMIIIIND Jw QZ k9 2 mp,n rt <D J� -w ccw ytlf'- 0A V.J. KNEZE CH '- 4.10ccnstO, EEIi R. Llcc°s° N D OG108 R J a z-' °' • n a -�� b �mm 00 nod �sss • F oar" 04/ 0 /O1J .cat"- uraan by rss. ;n -try t [nrcb°tl O Ot tl,� VJttJ ara.nng n° a w z 0 d O 7 B 0 0-3 94 EXISTING GLAZING / / /-.C4 CONNECTION TYPE /REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (1/2" EXISTING CONCRETE. 7 HOLLOW BLOCK OR WOOD FRAMING. TOP & BOTTOM EMB. SEE TABLE 2 EXISTING GLAZING \• B i I `C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3•' = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING �---- 1/4" -20 x 3/4" STAINLESS STEEL \ HEX HEAD 7/16" Lt''ir=t;; MACHINE (0 12" 0.CBMAX. ! 11±1 n \W` 1/4" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. TOP & BOTTOM EXISTING GLAZING / C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING m16 x 3/4" TEK SCREW @ 6" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT Cal 6. O.C. (TYP. TOP & BOTTOM) Q.fEQ.Y • 1 �� \�W -`ter- LFE l-; C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING r w -J CO 1- : W J W 2 Z O. N O H BUILD —OUT MOUNT SECTION SCALE: 3" = V - 0" SEE TABLE 2 kj__ I- VI\ \mo '\ EMB \--C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. USE REMOVABLE ANCHORS ONLY. /T %' -• • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) OPTIONAL BF -TRACK I "F" TRACK/DIRECT MOUNT SECTION 1/4" MAX. 2" x 5•' x 1 /E" x CONT, ALUM. ANGLE OR 4" x 1/4•' x CONT ALUM. FLAT PLATE 1/4" -20 x 3/4" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT @ 12" O.C. MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) '\ .r . ,''• �C3 CONNECTION TYPE 1'♦DIST. / REFERENCE ANCHOR SCHEDSPACING ULE FOR MAX. 1-1/4" MAX. rr1_I J � W W Zm aQ C< z O w I- G an SEE TABLE 2 LEXISTING GLAZING SEE TABLE 2 \\ �y t • \ ♦ .\ 1 -1/4' MAX. •\`--•%C3 CONNECTION TYPE \(15 1 `1 j �REFERENCE ANCHOR \ SCHEDULE FOR MAX. ut� \ • SPACING -, CEILING FLOOR MOUNT SECTION EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING. SEE EXISTING GLAZING 1- 1/2.1 -1/2 / • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • •• ••• THREP1f4" ,•x•3;4Oi • • :e{'t+G'S RfWS • •0!C. M'. �(ITH 2•!• • IBIIN. EMBEDMENT INTO WOOD MEMBER WOOD ROOF .•RI.,14 •• ••UF FgA/311kl MEMBER • (al •2•ti• EI. C :•• • ASZ-IpuG•SSU'C•C•0 fIRISH•OR•PLYWOOD� SOFFIT N� t�p f/ \-#14x3/4" i i TEK SCREW c_ r@ 6" O.C. BETWEEN w TRUSSES Z C. z ' � r - C' 0 J-x � N W w vt 1/4" .MAX. — EXISTING GLAZING w\ .` —C1 CONNECTION TYPE REFERENCE ANCHOR X A E J EMB. SCHEDULE FOR MAX. /`--/ SPACING w -J m a 1— w J 0 w u In Z d 0. u 0 / • CEILING PRE— STUCCO TRACK SCALE: 3" = 1' - 0" 1.2 w 1 � • • 1/4" -20 x 3/4" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT Cal 12. O.C. MAX. DETAIL M ( "PASS THRU" SEC.) ANCHOR SCHEDULE 1 /4 -m ITW TAPCON W/ 1 -3 /L- MIN. EMBEDMENT CONC BLOCK 1 /4 "m POWERS CALK -IN W/ 7/8" EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW CONC. I BLOCK 1/4 to WOOD LAG SCREW W/ MINIMUM 1 -3/4" PENETRATION SHEAR PARALLEL OR PERPENDICULAR To WOOD GRAIN WOOD .10- 1 3" 1a- 1 4" 12" 1/4" MAX. `1/4.0 THRU BOLTS \` W/ LOCK NUT @ 12. O.C. 'FASTENER. SEE "DETAIL M ANCHOR SCHEDULE•. REF.ERENCE STRUCTURE "-TWO 2" x 5•• x 1/8" CONT. ALUMINUM ANGLES. —EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. n "PASS THRU" SECTION PRODUCT' REVISED rt cumplyiu2 with for Florida ISuiding Code Aaxptancr Nu 02- 04110.0 j Espinttlart Datx 0 • �i� 13y 1ti11Imi I)ttd I3r .duct uut,t,l COPYRIGHT 0 I002 KNEZEVICH & ASSOCIATES, INC. It i4i 'a t . r rn :(7 Zit ° k/l V Inc. i w v 8n a Q J 3? v.I, XNE E rICH ( PROFESSU UM NGINEER I H. Ucn.y•Nc:p 0010989 I t (ca ` 04 /10 /02j scat. E0 drawn by AS r•OTI tv iCe•.gn by matt+.• b 1 OLEJ(_ ••,9 ioray.na nu 00-394 ' ADJACENT PANEL —\ SEE TABLE 2 /,--- -LAST PANEL INSTALLED FROM INTERIOR /1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT OR TRUSS HEAD BOLT THRU 1 /2 "so HOLE WITH PM NUT & WASHERED WINGNUT ON INSIDE FACE AND NUT WASHER ON THE OUTSIDE FACE OF THE PANEL @ 12" O.C. (LAST PANEL TO ADJACENT PANEL CONNECTION) 1/4 -20 x 1" MACHINE SCREW STUD WITH WASHERED WINGNUT (nl 12" 0.C. (CONNECTS CONT. 2" x 2" x 1/8" STUDDED ANGLE TO ADJACENT PANEL) CONT. 2" x 2" x 1/8" STUDDED ANGLE a a 4 \ EXISTING CONCRETE (MIN. 3,000 P.S.I.) - (MAX. PANEL HEIGHT = 8' - 0" AND MAX. DESIGN LOAD = = 62 P.S.F.) O N OPTIONAL INTERIOR FASTENING DETAIL SCALE: 3" = 1' - 0" a EMBED. USE 1 /4 "m POWERS CALK -IN ANCHOR @ 6" O.C. CENTERED ON PANEL WITH 3" MIN. EDGE DISTANCE AND 7/8" EMBED. INTO EXISTING CONCRETE 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) GLASS OR DOOR EE TABLE 2 1/4" -20 x 1" STAINLESS STEEL HEX HEAD 7/16" MACHINE BOLT e 12" 0.C: MAX. NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h • HEADER OR • U " HEADER TOP MOUNT C —TRACK ASSEMBLY — INSIDE CLOUSURE SCALE: 3" = 1' - 0" �' o• !- —•/ -DETAIL T wi o X ro PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE 71 TYP. - -c i$ l!" 2 -1/2" x 1 -1 /L" WIDE NOTCHES (TYP. BOTH SIDES) 5" LONG HANDLE RIVETED TO PANEL ��PM NUT (TYP.) 1/4 -20 x 1" SIDEWALK i�ZSr t: BOLT (TYP.) \-NUT WASHER ON l�OUTSIDE FACE (TYP) ti itl�4 2" x 2" x 1/8" CON STUDDED ANGLE SECTION G OR 8 (SEE SEC OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT• } f- m • • ••• • • • • ••• •• •• • . • • • • • • • e• •• • • • • • ••• • • • • • • • ••• • ••• • • • • •• • • • • • •• • • • • • • • • • • •• • • • • • • • • • •. • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • ••. ••• •• • • • • . • • • • . • • . • • • • • • • •• • • • •• • • • • • •.• •• a DETAIL P NOTE: )- THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL iv FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS G OR L FOR TOP AND BOTTOM MOUNTING CONDITIONS. 1/4 -20 x 3/4" }.MACHINE SCREW I WITH .675" x .675" ' x .125" SQUARE ' SCREW HEAD @ 12" 0.C. MAX. OR TUDDED STR 2' SEE DETAIL 4 -1/16" MIN. OSLIDE TRACK ASSEMBLY — (BLOW UP) SCALE: HALF SIZE Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. - EXISTING CONCRETE, SPACING HOLLOW BLOCK OR . :•1000 FRAMING. (TYP. TOP F. BOTTOM) NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN h " HEADER OR " U " HEADER TOP' MOUNT OSLIDE TRACK ASSEMBLY — INSIDE MOUNT SCALE: 3" = 1' - 0" ,-J FINAL LOCATION/ OF STUD STUDDED STRAP ASSEMBLY (ISOMETRIC VIEW) 1/4 -20 MACHINE SCREW STUD @ 12" O.C. — 1/4 -20 HEX HEAD NUT re PRODUCT REVISE)) as complying pith the Florida. Braiding Codc Acccptance No .2 -0110. 01 Expiration D' to 13y _ _ m e Prt»J Control Divkion Z1- - W 3- - o Q . .. eg QW z ea 0 S W L) —z w -. N � w'• Zo v O n 4, 4 (( —� 1— 0 4 4 ta > sv 1 z 0 r VJ. KNE7EVICH-1 PROFESSIONAL pews* I ri titans,* No:,PE r 010983 C 0 a§ s z 1 }a Q 2002 z 0 0 m m • o 0; 9 I A0.A sz o — o ,Bow 11 aa:,* 01./ 0/01, scIe— dra_n Or AS FO feo�j ... AV o.s•gn ey 1tn ,*cl.,*a o0 OL• jI - - -, v.99 Ura...ng n0 00-3 94 FASTENER ANCHOR SCHEDULE LOADS AND SPANS MAX SPACING (IN.) REQ D FOR VARIOUS DESIGN EXISTING 1 STRUCTURE I ANCHOR TYPE LOAD P.S.F. MAX. (SEE E 1) _ MIN. 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION (SEE C1 NOTE C2 C3 3) CL CONNECTION (SEE C1 NOTE 3) C2 C3 CI. CONNECTION (SEE C1 NOTE 3) C2 C3 CL. 0 0 3/16 -m •106 W000 1 -1/2- PENETRATION USE 1 -3/6" 4 0 12 12 rAr / 200.0 12 (/ 10 or 10 E°F-'1==3- ' aaAn ' 62.0 12 C�/l�l 12 / 10 ' 9 4r 7 I 9 r/ PHILLIPS HEAD OR SCREW w/ M1N. SHEAR W1TOOD. GRAD ONLY• 72 0 92 0 12 v Al. 12 12 9 ma, 7 ��/ t' , . 11 r LL�1 /4 "gym ITw BUILDEX TAPCON W/ 1-3/4 - MW. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) , 7 7 �, �r / / 7 200 0 7 12 / / / +i 12 j, 1 -3 /4- . , 48.0 12 12 11 12 12 12 7 12 12 12 5 10 I • 62.0 12 12 9 12 12 12 5 12 12 12 4 5 _ q 1/4^0 x MIN. 2 -1/2^ LONG LAG SCREW W/ MIN. 7 -3/6^ EMBEDMENT PERPENDICULAR OR PARALLEL TO WOOD GRAIN 72.0 12 12 7 12 12 12 5 8 12 12 3 5 92.0 12 12 6 12 12 12' 3' 5 -12- 12 ' 3 5 200.0 12 12 3 5 12 12 3 5 12 12 3 5 12112 LB 0 12 12 12 12 12 12 12 12 12 12 9 11 7 1 5 62.0 12 12 12 12 12 12 10 12 12 12 7 6 *4 lmUIRSl85»: 1/4 -0 ELCO MALE/ FEMALE - PANELMATE- W/ 1 -7/8 MIN. EMBEDMENT S 1/6 -20 MACHINE SCREW WITH NUT 72.0 12 12 12 12 12 12 8 9 12 12 6 6 92.0 12 12 70 12 12 12 6 6 12 12 6 6 200.0 12 12 6 6 12 12 6 6 12 12 6 6 't w/ 5 /811N. STEEL 12 480 12 12 12 10 8 7 5 10 8 7 5 �,4 r� !/ 10 V 7 5 5 5 5 7 5 sr 5 S i �/ 3 ;/ , ,� 1111itiv 62.0 12 � J� 12//12 EMBEDMENT MACHINE SCREW 72.0 11 11 11 92.0 8 8 j 4 200.0 5 5 //// 5 5 I/ / ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ANCHOR TYPE AND EDGE SCHEDULE BASED SELECT EXISTING GREATER MATERIAL, EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. �.. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. EMBEDMENT OF LAG SCREW SHALL ONLY INCLUDE THE THREADED PORTION AS DESIGNATED IN THE ANCHOR SCHEDULE. 6. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x t ' (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. • 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS 1N BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER 'HEAD (SIDEWALK BOLT) AND WITH NEOPHRENE WASHER FOR DIRECT MOUNT CONDITIONS. U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10.* DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED :•tINGNU T . ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO 5' -6" (SEE NOTE 1) SPANS UP TO 8. - 8'• (SEE NOTE 1) SPANS UP TO 12' - 0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C• CONNECTION TYPE (SEE NOTE 3) C1 C211CC3yCL. CONNECTION TYPE (SEE NOTE 3) C1IC2 C3 C4 CONCRETE ' t8.0 12 / / 12 /if //Y 12 Vgg Dtl:tta 62.0 12 r /Gr 12 / � , por�mer/ 12 %l�L�" 11 pair/ S0 1� • PHILU F 8THEA PHILLIPS FLAT HEAD OR SLOTTED HEX 11*4 MBED TAPCON USE WITH®& b7 ONLY. (MIN. 3.100 P.S.1. CONCRETE) 72.0 92.0 12 rAr 10 ' 10 war 200.0 10 9' / / (/ 10 or / 10 r r / E°F-'1==3- 48.0 12 12 12 12 12 12 12 12 12 12 9 10 62.0 12 12 12 12 12 12 10 12 12 12 7 5 LL�1 /4 "gym ITw BUILDEX TAPCON W/ 1-3/4 - MW. EMBEDMENT (MIN. 3.100 P.S.I. CONCRETE) 72.0 12 12 12 12 12 12 S 8 12 12 6 5 92.0 12 12 10 12 12 12 6 '5 12 12 6 ' S. 200.0 12 12 6 5 12 12 6 5 12 12 6 5 (w 1/4- ELCO MAXISET TAPCON W/ 1 -3/6" 11IN. EMBEDMENT MN. 3.100 P.S.I. CONCRETE) 48.0 12 12 12 12 12 112 12 12 12 12 10 9 62.0 12 12 12 12 12 12 11 11 12 12 8 5 72.0 12 12 12 12 12 12 9 7 12 12 7 5 92.0 12 12 12112 12 12 7 5 12 12 7 5 200.0 12 12 7 1 5 12 12 7 5 12 12 7 5 . ... 1 /4-0 ELCO TAPCON W/ 1 -3/4^ MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 48.0 12 12 12' 12 12 12 1 12 12 12 12 10 9 62.0 r 12 12 12 12 12 12 11 11 12 12 8 5 72.0 12 12 12 12 12 112 9 7 12 12 7 5 92.0 12 12 12 12 12 12 7 5 12 12 I 7 5 200.0 12 12 7 5 12 12 7 5 12 12 11 7 5 48.0 12 12 12 1 12 12 12 8 12 11 11 6 5 r� �---I� 62.0 12 12 10 12 12 12 6 6 8 8 L 8 t/ L /j 4 z 1 /4 -0 POWERS ZAMAC NAIL -IN WI 1-1/8 - MIN. EMBEOMENT WIN. 3.000 P.S.I. CONCRETE) 72.0 12 12 9 12 10 10 5 1. 8 92.0 12 12 • 7 7 6 8 8 8 1. 4 h , 8 8 8 2 00.0 8 8 t 1/6 ^O W/ 7/8- St 1/4 (MIN. 3 48.0 12 12 12 12 12 12 11 12 12 12 8 10 % POWERS CALK EMBEDMENT -20 STAINLESS 000 P SJ CONCRETE) -IN 62.0 12 12 12 12 12 12 8 12 12 12 6 5 72 0 12 12 11 12 12 12 7 E 12 12 5 5 92.0 12 12 9 12 12 12 5 5 12 12 5 5 200 0 12 12 5 5 12 12 5 5 12 12 5 5 ,Er 480 12 12 12 12 12 12 12 12 12J12 12 10 12 12 12 12 10 7 10 6 �� (( ��,t ' 'I' 62.0 12 12 12 12 I 1 /6 ^10 ELCO MALE/ FEMALE "PANELMATE- W/ 1 -3/1. MIN. EMBEDMENT L 1/4-20 MACHINE SCREW WITH NUT (MIN. 3.300 P.S L CONCRETE) 72.0 12 12 12 12 12 12 9 8 12 12 7 5 92.0 12 12 11 r 12 12 12 7 5 12 12 7 5 2 00 0 12 12 1 7 1 5 12 12 7 5 12 12 7 5 •. • • • ••• • • • • • • • . • • • ••• • •• • ••• • • • • • • • • •• • • • •• • • • • ••• • • • • • • • • •• • • • • • • • • • • • •• ••. ••• • • •• ••• • • ••• • • • •• 0 • • • • • •• • • •• • • • • ••• PRODUCT REVISED a complying w(th the Florida Bulling Code Aucplaace No 02- 0410.01 zpiratinn Ds 4(26 ":7i1afli Dade Product Control !)3vi.iuo •• • • • •• 0 t N 2 W�a vi ,_ .S v • W 1--z �o -o Ud 023 O • r 2 • ry W Lel N O co . N W W .. S <::: z Ea;8 =Wi1i K N W- Z Ri N= �i W H - o1 g Zo �Jg N4 1J .- t _ v 1- v 0 .8 v 3. N W 2 N 0 0 0 8 V.156NEZEVICH� P00FE:4I0N CIHEEN FL License No. 0010983 revisions r •C M 2 0 2 z J- 0 2 M1�o 2 e 12_ a 0 [da a 04./ 0 /01 scale (!drawn oy J.S noreo Jt �!A des.gri by Icne U.ed o 0LB,L�_ VJx 0 utrz d/•..,n2 nd 00 -394 • • ••• • • • ••• •• •• • • • •• •• • ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE ANCHOR TYPE LOAD P.s.F. MAX. (SEE NOTE 1) MIN. 2" EDGE DISTANCE SPANS UP TO (SEE, NOTE 1) SPANS UP TO (SEE NOTE 1) ) SPANS UP TO 12 -.._0"• (SEE N NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 CONNECTION TYPE (SEE NOTE 3) C1 C21C3IC4 CONNECTION TYPE (SEE NOTE 3) C7 C2 C3 C4 HOLLOW CONCRETE BLOCK 3/16 PHILLIPS OR SLOTTED W/ USE 1 -3/4 48.0 10 A 4 6 // L /d1 / 40.0 62.0 /, 5 rai %!lr/ �L/. /t'� I �•lsl 0 ITW BUILDEX FLAT HEAD HEX TAPCON 1 -1/4" MIN EMBED. WITH (08, 0 ONLY 72.0 Bran or 92.0 %/ir 5 / /II/� Mr� /�� '4`(�il it ,ia f ILJ 200.0 3 v V % 3 riir O� 3 / / �.% 2 48.0 12 12 9 12 10 10 6 10 7 7 4 3 62.0 12 12 7 12 8 8 4 4 5 5 3 7 - 1 immumullq} you p1et -. 1 /4 -0 ITW BUILDEX TAPCON MN. EMBEDMENT 72.0 11 11 6 11. 7 7 4 ,/ 5 5 3 j 92.0 8 8 5 4 5 5 3 `' 5 5 3 200.0 5 3 - 8 220 5 5 3 3 - 4 5 5 48.0 12 12 12 12 12 12 8 . 12 9 9 6 4 / 62.0 12 12 10 12 10 10 6 5 7 7 4 MAXISET W/ 1 -1/4" 1/4" ELCO TAPCON MIN. EMBEDMENT 72.0 12 12 9 12 8 8 5 3 7 7 t 4 92.0 11 11 7 6 7 7 4 7 7 4 200.0 7 7 4 j1 7 7 4 7 7 4 +48.0 12 12 12 12 12 12 8 12 9 1 9 6 4 6 2.0 12 12 10 12 10 10 6 5 7 7 4. !_ llIIIIIIMi1ui1itt WIM lMI-- 1/4 -0 ELCO TAPCON W/ 1 -1/4" MIN. EMBEDMENT 72.0 12 12 9 12 8 8 5 3 7 7 4 92.0 11 11 7 6 7 7 4 7 7 4 j 200.0 7 7 4 � 7. L7 ,� . t V/ 7 7 4 (I 48.0 12 12 10 12 10 10 •6 10 7 -.7 4 3 1 IVI j 62.0 12 12 7 12 7 7 5 3 5 5 3 1/4 "10 POWERS 2AMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 72.0 10 10 6 10 6 6 4 1 5 5 3 92.0 8 8 5 4 5 5 3 9- 5 5 3 or 200.0 5 5 3 r,, 5 5 3 r/ 5 5 3 / 1/4 "o W/ 7/8" STE!<L �m Unal POWERS EMBEDMENT MACHINE CALK SCREW 4 8.0 12 12 10 12 12 12 6 12 9 9 4 62.0 12 12 8 12 10 10 5 5 7 7 3 72'0 12 12 6 12 9 9 L 3 7 7 3/ 3 92.0 11 11 5 6 7 7 3 7 7 200.0 7 7* 3_ ., 7 7 3 `/,' 7 7 * 1/4"m ELCO MALE/ FEMALE `PANELMATE" W/ 1 -1/4 MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 8 12 12 12 6 6 1 62.0 12 12 10 12 12 12 6 7 11 11 4 3 72.0 12 12 9 12 12 12 5 . 5 10 10 4. 3 92 0 12 12 7 9 10 10 4 3 10 10 4 3 200.0 10 10 4 3 10 10 4 3 10 10 4 3 SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. T A B L E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS EQUAL TO OR LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 3 1 -3/8 8' -8" 3 1 -3/4 _ 1V -10" 3 -1/2 3 40.0 6' -0" 3 1 -1/2 8' -8" 3 2 11' -0" 3 -1/2 3 50.0 6' -0" 3 1 -1/2 8' -8" 3 2 10' -5" 3 -1/2 3 60.0 6' -0" 3 1 -1/2 8' -8" 3 2 -1/4 10' -0" ' 3 -1/2 3 70.0 6' -0" 3 1 -5/8 8' -8" 3 2 -1/2 9' -7" 3 -1/2 3 TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 1. TABLE 1 NOTE: ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL LENGTH. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATED VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. • • • • • • • • • ••••••• • •• • ••• • • T A B L E •••• ••• • • • • • • : • MAX. AtLUABLE * STORM PANEL SPAN SC- - -EDWLE • • • • • • '• ••• • • • 1 ••• .•• DESIGN SPAN LOAD (P.S.F.) (FT - IN) 30 • 11 - 10 35 11 - 5 40 11 - 0 45 10 -.9 50 10 - 5 55 10 - 2 60 10 - 0 62 9 - 11 65 9 - 9 70 9 - 6 72 9 - 2 75 8 - 10 80 8 - 3 90 8 - 0 100 7 - 8 110 7 - 1 120 6 - 6 130 6 - 0- 140 5 - 6 150 5 - 2 . 160 4 - 10 170 4 - 7 180 4 - 4 190 4 - 1 200 3 - 10 210 3 - 8 220 3 - 6 230 3 - 4 • • • • • • • • • ••• • •• • • • •• • • • • • • • •• • • • • • •• • • • • • ••• •• PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 02- 0410.0 Expiration 13 Alion21 male Product ootr l l)ivi in.. c1 r1 a O, t w s 9) to zEcu m w D313 ln 8 92 CA J COPYRIGHT 0 2002 KNEZEVtCH & ASSOCIATES, INC r t • ( Vl.1W I it PRCFE$SIOtW. WNEEII IR. Uun>. Not 0010903 2 0 Ja ` 04/10/01 [scat• -- I1Jr..n by w3 NOTED `` AVM ors 9n y l.•J ObLJ1 ch.c V /K by Ora...n9 no 00 -394 Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: • • ••• • • • ..• •• •• • • • •• •• • T�� • • • • • • • mass List • FLORIDA PROFESIONAL 4ERV' • • • • • • Job • • �•� ••:Page;�• •.• •• • • • • • • • • • • • •• • • • • • • • • • Date' • • • • • • • • • • ••• • ••• • Project • Deliver To: 573 NE. 102 ST. MIAMI SHORES,FL. Deliver To Address3 Tentative Delivery Date: •• • • • • • • • • • • • • • • • Account No: •• ••• •• • •DOggner"• • • • Salesperson Quote 1 of 1 10/6/2006 6129 mtm Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software Pages or sheets covered by this seal: 0001 thru 0014 Total: 14 drawings With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15-31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -02 per FBC 2004. Wind speed 146 mph.Exp: C Category II: Importance factor =1.00 Truss Truss Truss Truss 0001 CJ11 0002 H1 0003 H2 0004 HG1 0005 HG2 0006 J2 0007 J4 0008 J6 0009 J8 0010 T1 0011 V12 • 12 V16 0013 V4 0014 V8 0(0-05C REMBERTO CONTRERAS, P.E. Consulting Engineer CiviI/Structura' 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667-6797 (Florida P.E. 21522) OCT 3 20 BY: ___ -_____ OCT 062 ' To: :• •: • :• FLORIDA PROFESIONAL SEIM : : • • • • • • • • • • •'• I?ro4u ion List . •bbi�lumber: • • •• • • • . . • Page': 1 Date: 10 -06 -2006 - 2:25:50 PM • l: Qlgct ID: • §179 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: • • • • • • 573 NE. 102 ST. • : • • • • ; MIAMI SHORES,FL. • • • • • • Account NS: • • • • • • Iiestgtler: • • • • : tm Salesperson: Quote Number. • • • ... • • Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: • • f L•QII • : • • • •• • • . • ICFi :. • • • • • • • • • : • • • • • • • ••• •• Built By: - mg, 3 CJ11 44 lbs. each 11 -3 -0 2X4/2X4 ROOF TRUSS 1.41 0.00 0 -0 -0 0 -0 -0 22 BF -Ea 66 Total 1 Al 75 lbs. each 20 -4 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 37 BF -Ea 37 Total -4111 ' 1 112 71 lbs. each 19 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 33 BF -Ea 33 Total 2 (1) 2 -Ply HG1 90 lbs. each 20 -4 -0 2X4/2X6 HIP 2.00 0.00 0 -0 -0 0 -0 -0 43 BF -Ea 86 Total -.1 2 (1) 2 -Ply 11G2 85 lbs. each 19 -0 -0 2X4 /2X6 11113 2.00 0.00 0 -0 -0 0 -0 -0 40 BF -Ea 79 Total MIMI- 6 J2 6 lbs. each 2 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 3 BF -Ea 20 Total 6 J4 12 lbs. each 4 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 6 BF -Ea 36 Total 6 .16 20 lbs. each 6 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 10 BF -Ea 60 Total �1 10 J8 29 lbs. each 8 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 15 BF -Ea 147 Total �I- 3 Ti 71 lbs. each 19 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 33 BF -Ea 100 Total ,- 2 V12 30 lbs. each 12 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 15 BF -Ea 29 Total 1 V16 43 lbs. each 16 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 21 BF -Ea 21 Total 2 V4 6 lbs. each 4 -0 -0 2X4/2X4 ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 4 BF -Ea 8 Total 2 V8 18 lbs. each 8 -0 -0 2X4/2X4. ROOF TRUSS 2.00 0.00 0 -0 -0 0 -0 -0 9 BF -Ea 19 Total REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (F!orida P.E. 21522) • T 2 Job 6129 Truss CJ11 Truss Type ROOF TRUSS Qty • 3 • � • Ply • • • •• • 1 • El•ORID@ PRCfFESIOfriAIp4VVICES. • • • • • • • • 0001 Sob RAfdtft option • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • 0290 s 18 7)05 M k ipc�iiries, Inc. Fri Oct 08 14:26:22 2006 Page 1 • 5 -2 -0 8 -0 -12 1 11 -3 -0 1 5-2 -0 2 -10-•2 • • • • • •� el �• • • • • •� • • • •• Scale =1:19.1 • • • • • • • • • • • • • • • • • • • ••• • ••• • • • 1.41 Fl ••• • • • •• ••• •• 2x4MII20II • • • • 4 5 • • • • olx9►MIZ2.0 i • •• • • 3• • • ••• •• } 9 8 2 1 1 -� � �1 3x4 MII20= ♦�♦�♦�, 3x6 MI120= 3x6 MII20= 7 6 2x4 MI120 11 5x8 MI120= 1 -9 -14 6-7 -11 11-3-0 1 1 1 1 -9 -14 4-9 -13 4-7 -5 Plate Offsets (X,Y): [1:0 -11- 15,0 -1-8], [3:0 -4-8,0 -2-8], [6:0- 3- 8,0 -3-4] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.79 Vert(LL) 0.21 1 -7 >618 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.71 Vert(TL) -0.33 1 -7 >387 180 BCLL 0.0 Rep Stress Incr NO WB 0.58 Horz(TL) 0.05 6 Na Na BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 45 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -10-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-11 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 2 -11 -0 REACTIONS (lb /size) 1= 569 /1 -0-1, 6= 1143/Mechanical Max Horz 1= 213(Ioad case 2) Max Uplift1 - 385(load case 2), 6=-918(load case 2) FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD 1-8=-2488/1654, 2-8= 2484/1656, 2 -90-2453/1659, 3-9= 2423/1669, 3-4=- 54/17, 4 -6=-8/0 BOT CHORD 1-7=-1822/2443, 6-7= 1822/2443 WEBS 4 -6=268 /319, 3- 7= 0/200, 3.8=- 2576/1922 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =118; TCDL =9.0psf; BCDL =6.0psf; Category II; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 7-0-1, Exterior(2) 7-0-1 to 11 -3-0; cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) Thls truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance Inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 385 Ib uplift at joint 1 and 918 Ib uplift at joint 6. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Trapezoidal Loads (pit) Vert: 1= 7(F=41, B=41)-to-4=-247(F=78, B =78), 4=-187(F=-78, B =78)- to-5=193(F= -82, B= -82), 1=-2(F=9, B=9) -to 6- 58(F =18, 13=-18) 2) C-C Wind: Lumber lncrease =1.33, Plate Increase=1.00 Trapezoidal Loads (plf) Vert: 1=7(F=48, B=- 48)- to- 8=86(F =9, B=-9), 8=52(F =9, B =9)- to-9=149(F=40, B=40), 9= 182(F=40, B= 40)- to- 4= 287(F =92, B =92), 4=165(F =92, 8=92 )-to-5=173(F=95, B= 95),1 - 1(F =5, B=5)-to-6=34(F=11, B=-11) Horz: 1- 9(F =56, B =56)- to- 8=- 101(F =10, B =10), 8=- 87(F =10, B=10)-to-2=-123(F=18, 13=-18), 2 =123(F -18, B =18) -to-9 -181(F -48, B= -46), 8=- 214(F =46, B=- 46 )-to- 4= -336(F =107, B=-107), 4=-215(F=-107, B=-107)-to-5=-223(F=-112, B =112) Job 6129 Truss 1-11 Truss Type ROOF TRUSS Qty • 1 •• • Ply • ••• •• 1 • • FLORIDA PROFFESIONAL SERVICES. • • • ••• 0002 • • • •• •• • lob Reiareii�optionsH • BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • 61200 solOd•18 8005 Mritk Indbsiries, Inc. Fri Oct 06 14:26:22 2006 Page 1 • • ••• • • • • ••• 6 -5 -10 10 -0-0 101-2 -0 13 -10-6 20-4 -0 1 6 -5 -10 3-6-6 %20 3r8 -6 • • • • • • 6-6410 H- • • • • • • • • • • Scale = 1:34.6 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • 2.001/ 4x9 MII20= 3 •344MIi211 -=i•• •••• ••• • 3x4 MI120= 2 ••• • •i ii • i• •• i 3 i• � M • • • • • • • 12 _ •• • ••• •• 13 • Il 11 1098 7 6 3x8 M11207-----.' 3x8 M1120:----: 2 x 4 MI120 I I 3x4 MI120= 6x10 MII16 WB= 2x4 MII20 I I 2x4 MII20 I I 3x4 M1120= 20-4 -0 1-4-0 11.80 10-0 -0 101-2-0 18-8 -0 19-01-0 1 1 1-4 -0 0-4 -0 8-4-0 0 -2 -0 8-6 -0 0-4 -0 1-4-0 Plate Offsets (X,Y): 11:0- 7- 9,0 -1-8], [5:0 -7 -9,0 -1-81 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Vdefi Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.60 Vert(LL) 0.48 8 >497 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.99 Vert(TL) - 0.80 10-11 >297 180 MII16 174/126 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.15 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 78 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bradng. WEBS 2X4 SYP No.3 REACTIONS (Ib /size) 1= 1082/0 -8-0, 5= 1082/0.8.0 Max Uplift1= 558(load case 2), 5= 558(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 12=- 4342/2010, 2-12=-4293/2021, 2- 3=- 3254/1516, 3-4=-3254/1516, 4-13=- 4293/2021, 5- 13=434212010 BOT CHORD 1 -11= 1923 / 4225,10 -11= 1923/4225, 9- 10=1359/3180, 8-9= 1359/3180, 7- 8=- 1923/4225, 6-7=-1923/4225, 5-6= 1923/4225 WEBS 3.9= 3361760, 2- 11= 0/114, 4-6=0/114, 2 -10= 1196/591, 4-8= 1196/591 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =11ft; TCDL =9.0psf, BCDL= 6.0psf; Category 11; Exp C; enclosed; C-C Exterlor(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 17 -0-0, Exterior(2) 17 -0-0 to 20 -0-0; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 558 Ib uplift at joint 1 and 558 Ib uplift at Joint 5. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-90, 3.5 =-90, 1 -5=20 2) C-C Wind: Lumberincrease =1.33, Platelncrease =1.00 Uniform Loads (pit) Vert: 1- 12=91, 3- 12 =59, 3. 13=59, 5. 13=91, 1 -6=-12 Horz: 1 -12= 109, 3- 12 =77, 3- 13=77, 5- 13=109 3) 1st unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1-3=-90, 3 -5=30, 1-5=-20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1-3=-30, 3-5=-90, 1 -5=20 Job 6129 Truss I-12 Truss Type ROOF TRUSS Qty •• 1 • Ply • •• 1 FLORIDA PROFFESIONAL SERVICES. • • • • • ••• 0003 • • • •• •• • gob R�riremea(optionall) • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • 61200 sa0d•18 2005 Mi'Ilek Indbstries, Inc. Fri Oct 06 14:26:23 2006 Page 1 • • ••• • • • • ••• 1 6-5-10 10-0 -0 102 -0 13 -10 -6 19 -0 -0 cr F 6 -5 -10 3-6-6 0 -2 -0 • 3 -80 • • • • • 5-110 • • • • • • • • • • Scale = 1:33.2 • • • • • • • • • •• • • • • • • • • • 0t0 • • • • • • • • • • ••• • ••• • • • 2.00 Fli 4x9MII20= •• • • • •• ••• •• • 3 • : : : •39M20 2x4 M1120= •• •• • • • • • ••• 2 .1. 4 8 —� 9 a O ► 3x8 MII20= 7 6 3x8 MI120= 6x10 MI116 WB= 3x8 MI120= 1-4-0 11-810 10 -0-0 10x7 -0 19-0 -0 � 1-4-0 0-4-0 8-4 -0 0 -2 -0 8 -10 -0 Plate Offsets (X,Y): [1:0- 8- 3,0-0- 6],(3:048,0 -2-6] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0.53 BC 0.95 WB 0.32 (Matrix) DEFL in (loc) Vdefl L/d Vert(LL) 0.37 1-6 >597 240 Vert(TL) -0.77 1-6 >286 180 Horz(TL) 0.11 5 n/a n/a PLATES GRIP MI120 249/190 M1116 174/126 Weight 71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -7 -14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2 -2 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1= 1008/0 -8-0, 5=1008/0-8-0 Max Holz 1 =5(load case 2) Max Uplift1 =527(load case 2), 5=- 527(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-8=- 3889/1922, 2- 8=- 3850/1931, 2-3=-2904/1294, 3- 4= 2902/1293, 49= 3286/1660, 5-9= 3338/1651 BOT CHORD 1-7=-1831/3793, 6-7=-1831/3793, 5.6= 1550/3217 WEBS 2-8=- 1075/712, 3-5=-185/567, 4-5=-563/422 NOTES 1) Unbalanced roof live loads have been considered for this design. 2)1Mnd: ASCE 7-02; 146mph (3- second gust); h =11ft; TCDL=9.0psf, BCDL= 6.0psf; Category 11; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 15 -8-0, Exterior(2) 15-8 -0 to 18 -8-0; cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are MT20 plates unless otherwise Indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 Ib uplift at joint 1 and 527 Ib uplift at joint 5. 6) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p8) Vert 1-3=-90, 3-5=-90, 1-5=-20 2) C-C IMnd: Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (p8) Vert: 1- 8==91, 3 -8=59, 3 -9 =59, 5.9 =91, 1 -5=12 Horz: 1-8=-109, 3-8=-77, 3 -9=77, 5.9 =109 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert: 1 -3=90, 3- 5=-30, 1-5=-20 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-3=-30, 35=- 90,1 -5-20 Job 6129 Truss HG1 Truss Type HIP Qty • 1 • • PIy • ••• • • • • • FLORIDA PROFFESIONAL SERVICES. • • • ••• 0004 • • • • • • • • • , • 8/b RetAce:pptitna4 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 00 spot 68 205 MWTOk Indist ies, Inc. Fri Oct 06 14:26:23 2006 Page 1 • • ••• • • • • ••• 5 -3-12 8 -0-0 12-4 -0 15 -0-4 20-4 -0 I 5-3-12 2-8-4 4-4-0 • • 2-8-4 • • • • • •543 -12 • • • • • • • • • • Scale = 1:34.2 • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • •• • • • •• ••• •• 2.00 FIY 5x8 MII20= • 5x8 Mb) •• • • •• •• •• • • • • • • • • • 2x4 M1120= 3 11 124• • • • •2x4T/11I80�'• • • • el 2 10 I 1 5 13 cn -0-• r m Ike 0 4x12 MI120= 9 87 4x12 5x8 MI120= 8x15 MI116= 1-4-0 8 -0 -0 12-4 -0 19 -0-0 - d MI120= 20-4 -0 � � 1-4 -0 6-8-0 4-4-0 6-8-0 1-4-0 Plate Offsets (X,Y): [3:0- 4 -0,0 -2- 13],[4:0 -4- 0,0.2- 13],[8:0 -5- 12,0 - 48] ,[9:0 - 3.8,0 -2 -12] LOADING (psi) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC20041TP12002 CSI TC 0.92 BC 0.62 WB 0.24 (Matrix) DEFL in (Ioc) Udefl Ud Vert(LL) 0.78 7 -9 >303 240 Vert(TL) -1.03 7 -9 >230 180 Horz(TL) 0.11 6 n/a n/a PLATES GRIP MI120 249/190 M1116 174/126 Weight: 181 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-8 oc puffins. BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 6-5-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 2444/0 -8-0, 6= 2417/0 -8-0 Max Uplift1 =1589(load case 2), 6=1568(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-10=12118/7956, 2- 10= 1206117959, 2- 3=11742/7692, 3-11= 11762/7735, 11 -12= 11762/7735, 4.12 =1176217735, 4-5= 11744 / 7693, 5-13=-11992/7908, 6.13= 12050/7905 BOT CHORD 1- 9= 7790/11899, 8-9=- 7621/11762, 7-8=- 7621/11762, 6.7= 7738/11831 WEBS 2 -9=- 429/313, 3-9=-1078/1608, 4-7=-1047/1567, 5-7= 355/387 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)1044Ib down and 775 Ib up at 12 -0-0, and 1044 Ib down and 775 Ib up at 8-4-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 2) 2 -ply truss to be connected together with 10d Common(.1485(31 Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1044 Ib down and 775 Ib up at 12 -0-0, and 1044 Ib down and 775 Ib up at 8-4-0 on bottom chord. The design/selection of such connexion device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only Toads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7-02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf; BCDL= 8.0psf; Category 11; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 17 -0-0, Exterior(2) 17-0-0 to 20 -0-0; Lumber DOL =1.33 plate grip DOL =1.00. 8) Provide adequate drainage to prevent water ponding. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1589 Ib uplift at joint 1 and 1568 Ib uplift at joint 6. 10) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1044 Ib down and 775 Ib up at 12 -0-0, and 1044 Ib down and 775 Ib up at 8-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert 1-3=-90, 3-11 =90, 11- 12=- 45(F =45), 4-12 =90, 4-6=-90, 1- 9=-20, 8- 9=221(F =201), 6.8 =-20 Concentrated Loads (Ib) Vert: 8=1044(F) 9=-1044(F) 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-10=91, 3-10 =59, 3-11 67,11- 12= 20(F= -47), 4-1247, 413 =59, 6- 13=91,1- 9 —12, 8- 9= 151(F= 163), 6.6=-12 Horz:1- 10-109, 3-104-77, 413 =77, 6- 13=109 Concentrated Loads (Ib) Vert 8= 775(F)9= 775(F) Continued on page 2 Job 6129 Truss HG1 Truss Type HIP BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. Qty Ply FLORIDA PROFFESIONAL SERVICES. • • ••• • • • ••• 0004 •• ••n • • • •• •• • • • •` bR�eje}�ce=optltnaa 6 • • • 00 s 8 2905 MITOk Indy{sbies, Inc. Fri Oct 06 14:26:23 2006 Page 2 • • ••• • • • • ••• LOAD CASE(S) 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) • • • /boo • •• Vert: 1 -3=90, 3- 11 =90, 11- 12=- 45(F =45), 4.12 =90, 4- 8=-30, 1- 9=-20, 8- f� -221(F =201), 6.8 =-20 • • • • • • • • • • Concentrated Loads (lb) • • • • • • • • • • • • • • • Vert: 8=1044(F) 9= 1044(F) • • • • • • • • • • 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 • • • • • • • • • • Uniform Loads (plf) Vert: 1-3=-30, 3-11=-90, 11- 12=- 45(F =45), 4- 12 =90, 4- 6=-90, 1 -9 =20, 8-9-221(F-201), 6 -8=-20 Concentrated Loads (lb) •• • • • •• ••• •• Vert 8=-1044(F) 9= 1044(F) • • • • • • • • • •• • • • • • ••• •• Job ' 6129 Truss HG2 Truss Type HIP Qty • 1 •• • Ply • ••• • •• • FLORIDAPROFFESIONALSERVICES. i • • ••• 0005 • • • •• •• • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. ' :` 600 s 8 2055 MMT k lnd�,siries, Inc. Fri Oct 06 14:26:24 2008 Page 1 • • ••• • • • • ••• 5-3-12 8 -0-0 12-4 -0 15-0-4 19-0-0 l 5-3-12 2-8-4 44 -0 • • 2•-4 ••• • •i -11 -12 • • • • • • • • • • Scale = 1:32.5 • • • • • • • • • •• • • • • • • • • • • • • • • o • • • • ••• • ••• • • • 2.00 12 •• • • • •• ••• •• 4x9 MII20= • 419. M • • • • •• • • • 2x4 MII20= 3 • • 4 • • • • 27c410!' 2 MON 5 , 10 ' 1 ••• on.■ 1 cr � ` 6 li aQ . cn I Olio Io_ 111•Mll 110.-7..01 3x10 M1120= g 87 4x9 MI120= 3x6 MII20= 7x12 MI120= 1-4 -0 8 -0 -0 12-4 -0 19-0-0 1-4 -0 6-8 -0 4-4 -0 6-8 -0 Plate Offsets (X Y)• [3:0.4 - 8,0.2 -4], [4:0.4- 8,0 -2-41, [6:0 -2- 12,0 -2 -01, [8:0 -5- 12,0.5 -4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress !nor NO Code FBC2004/TPI2002 CSI TC 0.85 BC 0.91 WB 0.27 (Matrix) DEFL in floc) Udell Ud Vert(LL) 0.57 7 -9 >384 240 Vert(TL) -0.77 7 -9 >285 180 Horz(TL) 0.09 6 n/a n/a PLATES GRIP MI120 249/190 Weight 170 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-1 oc purlins. BOT CHORD 2 X 8 SYP DSS *Except* BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. 6.8 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 6= 2776/0-8 -0, 1= 2242/0 -8-0 Max Horz 1 — 8(Ioad case 2) Max UpIift6=- 1814fload case 2), 1 — 1427(load case 2) FORCES (Ib) - Maximum Compression/Masdmum Tension TOP CHORD 1 -10= 10773/6907, 2- 10=10722/6910, 2- 3=10298/6602, 3-4=-10292/6623, 4-5=- 10309/6608, 5-6=-9093/5887 BOT CHORD 1 -9=- 6750/10578, 8-9= 6501/10292, 7 -8=- 6501/10292, 6-7=-5668/8799 WEBS 2-9=-513/343, 3.9= 758/1236, 4-7=-675/1092, 5-7=-778/1787 NOTES 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1044 Ib down and 747 Ib up at 8-0-0 on bottom chord. The design/selecton of such connection device(s) Is the responsibility of others. 2) 2 -ply truss to be connected together with 10d Common(.148)(3") Nails as follows: Top chords connected as follows: 2 X 4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7 -0 oc. Webs connected as follows: 2 X 4 -1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1044 Ib down and 747 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced roof live loads have been considered for this design. 5) Wind: ASCE 7 -02; 146mph (3- second gust); h =11ft; TCDL= 9.Opsf; BCDL= 6.0psf Category 11; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 15-8-0, Exterior(2) 15-8-0 to 18 -8-0; Lumber DOL =1.33 plate grip DOL =1.00. 6) Provide adequate drainage to prevent water ponding. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1814 Ib uplift at Joint 6 and 1427 Ib uplift at Joint 1. 9) This truss design conforms with Florida Building Code 2001, based on parameters indicated. 10) Girder carries tie-in span(s): 8-0-0 from 12-4-0 to 19-0 -0 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1044 Ib down and 747 Ib up at 8-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1 -3=90, 34=- 135(F= -45), 4.8=90, 1 -9=20, 7 -9 —221(F — 201), 6-7=-167(F=147) Concentrated Loads (lb) Vert: 9=1044(F) 2) C-C Wind: Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 10=91, 3- 10=59, 3-4=99(F =32), 4-5=59, 5-6=91, 1 -9=12, 7- 9= 132(F= 144), 6- 7 =93(F =105) Horz: 1-1-109, 3-10=-77, 45=77, 5-6 =109 Continued on page 2 Job 6129 Truss HG2 Truss Type HIP BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. LOAD CASE(S) Concentrated Loads (Ib) Vert: 747(F) 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert: 1-3=-90, 3- 4=- 135(F =-45), 4-8=-30, 1-9=-20, 7- 9 =221(F =201), 8-7=-167(F=-147) Concentrated Loads (Ib) Vert: •- 1044(F) 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -3=30, 3.4= 135(F =-45), 4 -8=90, 1-9=-20, 7- 9= 221(F= 201), 6-7=-167(F=-147) Concentrated Loads (lb) Vert: 9= 1044(F) Qty Ply FLORIDA PROFFESIONAL SERVICES. • • ••• i • • ••• 0005 1 •• •• • • • •• •• • • • •2 JCb Rebrence ptienall • • : 6. :00 s$Q =8 2;05 Milt Ind$stries, Inc. Fri Oct 0614:28:24 2008 Page 2 • • ••• • • • • ••• • • • ••• • •• •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• Job 6129 Truss J2 Truss Type ROOF TRUSS Qty • 6 • • Ply • • • • 1 • • FLORIDA PROFFESIO ' ' ICES. • • • • 0006 • • • • • • • J. • 1 octal • _ . BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • 6.../u s • : rc 2•45 MIT =' , Inc. F 2 -0 -0 ' iv i c 4:26:24 2008 Page 1 2 -0 -0 ••• gill 2.001-712— •• ••• ••• • g Scale =1:4.4 • • • • • • • • • • • • • • • 1 • • • • • • • • • • ••• • • • , • •• • • • •• ••• •• • • t: • • • • • • ,A41 . • • • • ` • 7 • • • • • 4 3x4 MII20= 3x4 MII20= 3 4 0 -8 -0 1-4-0 2 -0 0 1 1 0-8 -0 0 -8-0 0-8 -0 Plate Offsets (X Y): [1:0- 11 -3,0- 0-10[, [1:0- 3- 12,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL In (foc) I/deti lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.58 Vert(LL) 0.00 1 °'•" 240 M1120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.00 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004JTPI2002 (Matrix) Weight: 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) 1=107/0-5-0, 3= 19/Mechanical, 2= 88/Mechanical Max Horz 1= 53(load case 2) Max Uplift1 — 240(load case 2), 3=-119(load case 2), 2=-131(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =29/13 BOT CHORD 1 -3=0/0 NOTES 1) IMnd: ASCE 7-02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf; BCDL= 6.0psf; Category II; Exp C; enclosed; C-C Fxderior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 Ib uplift at joint 1,119 Ib uplift at joint 3 and 131 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pff) Vert 1 -2 =90, 1-3=-20 2) C-C \Nind: Lumber Increase =1.33, Plate Increase =1.00 Unfform Loads (pff) Vert: 1-2=130, 1-3=122 Horz: 1 -2 =148 Job Truss Truss Type Qty • Ply • FLORIDA'' FESIONAL SERVICES. ••• • • ••• 0007 6129 J4 ROOF TRUSS 6 • • • • 1 • • • • • • • • • • J Re*R�1�bya ptirtalr • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6. ;00 s Yo` YY 2 5 Mrr Indi$tries, Inc. Fri Oct 06 14:26:25 2006 Page 1 • • ••• • • • • ••• 4 -0-0 4 -0-0 •• • ••• •• • ••• •• • ••• Scale =1 . 2.00 Fli • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • •• • • • •• ••• •• • 1 • • • •• • 0 •• • • • • ••• •• 1 3x4 MII20= 3x4 MII20= _`-' 3 1-4-0 2 -8-0 4-0 -0 � 1-4 -0 1-4 -0 1-4-0 Plate Offsets (X,Y): [1:0 -11- 3,0-0 -10), [1:0- 3- 12,Edgel LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Vdetl Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.89 Vert(LL) 0.00 1 fr"' 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 1 -3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 12 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 198/0 -8-0, 2= 162/Mechanical, 3= 36/Mechanical Max Horz 1= 101(load case 2) Max Uplift1=- 203(load case 2), 2= 244(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-56/24 BOT CHORD 1-3=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =118; TCDL= 9.0psf, BCDL= 6.0psF, Category 11; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 Ib uplift at joint 1 and 244 Ib uplift at joint 2. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p8) Vert: 1-2=-90, 1-3=-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p8) Vert: 1 -2 =130,1 -3=-12 Horz: 1-2=-148 Job 6129 Truss J6 Truss Type ROOF TRUSS Qty 6 • • Ply ••1 • • FLORIDA PROFFgFESIONAL SERVICES. • ••• ••• ir• •• ••• 0008 Alb Reftfrerfe ( dhal • BEST TRUSS CO., MIAMI, FL. BEST • TRUSS CO. • • 6.?•b0 s 1 cd'18 2. 5 MIT Industries, Inc. Fri Oct 06 14:26:25 2006 Page 1 • • ••• • • • • ••• 6-0 -0 6 -0 -0 • • • ••• • • • •• Scale •• • 11 • • • • • • • • • • • • • • •• 3 =1:9.9 2.00 12 ••• • •• •2X4M1120� ••• ••• i 2 •• • e• ••• •• • • • • • • • ••• • • • •• • rn M • • • • • • • •• • ••• •• 1 , 1' 3x4 MI120= IMI Il°1°...-4.q.■ALP41 4 3x4 M1120= 3x4 MI120= 1-4 -0 1-8 -0 6-0 -0 � � 1-4-0 0-4-0 4-4 -0 Plate Offsets (X,Y): [1:0- 11 -3,0 -0-10] [1:0 -3-12 Edge] [4:0 -1-6,0 -1-8] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.40 Vert(LL) 0.00 1 "-- 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.23 Vert(TL) -0.07 1-4 >896 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight 21 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-9-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (1b /size) 1= 305 /0.8 -0, 3= 48/Mechanical, 4= 264/Mechanical Max Horz 1= 147(load case 2) Max Uplfft1 =306(load case 2), 3=- 65(load case 2), 4= 274(ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 593/744, 2-3=-21/5 BOT CHORD 1-4=828/583 WEBS 2- 4= 600/883 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf; BCDL= 6.0pst, Category II; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 Ib uplift at joint 1, 65 lb uplift at joint 3 and 274 lb uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pff) Vert 1-3=-90, 1-4=20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pff) Vert: 1- 3=127, 1-4=12 Horz: 1-3=-145 Job 6129 Truss J8 Truss Type ROOF TRUSS Qty 10 •s • Ply ••1 • • FLORIDA PROFFESIONAL SERVICES. • ••• ••• •• •• ••• 0009 Jib Retbrerte ( fdhal • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • • 6.2.00 s Qd1e8 2 5 MIT c Ind es, Inc. Fri Oct 06 14:26:26 2008 Page 1 • • ••• • • • • ••• 4-10 -0 8-0-0 1 I 4-10 -0 3-2-0 1 • • • ••• • •• Scale = 1:13.5 •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • 2x4M11201I 3 4 2.00 12 •• • • • •• ••• •• • 4(Slir's • • • •• • 2 • • • • • • • • • • • • ••• • r; 6 7 1 cc 1 3x4 MII20= 5 3x4 M1120= 3x6 MII20= 1-4-0 -8-01 8 -0-0 1 11 1-4-0 0-4 -0 6-4-0 Plate Offsets (X,Y): [1:0- 11- 3,0- 0-10], [1•0- 3- 12,Edge] LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) I/detl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.53 Vert(LL) 0.00 1 *"' 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.24 1 -5 >377 180 BCLL 0.0 Rep Stress Ina YES WB 0.35 Horz(TL) -0.01 5 n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight 30 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-8-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 407 /0 -8.0, 5= 415/Mechanical Max Harz 1= 173(load case 2) Max Uplift1= 361(load case 2), 5- 389(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 6-900/1013, 6-7=- 858/1017, 2-7=-851/1022, 2-3=-29/10, 3.4 =1/0 BOT CHORD 1- 5=1122/861 WEBS 3-5=- 94/111, 2- 5=- 896/1168 NOTES 1) Mnd: ASCE 7-02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf, BCDL= 6.0psf, Category II; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 3-9-1, Exterior(2) 3-9-1 to 8-0-0; cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 Ib uplift at Joint 1 and 389 Ib uplift at joint 5. 5) This truss design conforms with Florida Building Code 2001, based on parameters Indicated. LOAD CASE(S) 1) Regular Lumberincrease =1.33, Plate Increase =1.00 Uniform Loads (p8) Vert 1 -3-90, 3-4=-30, 1 -5=20 2) C-C Wind: Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1 -6= 117, 6 -7=64, 3.7= 117, 3- 4=-18, 1-5=-12 Horz: 1-6=- 135, 6- 7=-82, 3-7=-135 Job 6129 Truss T1 Truss Type ROOF TRUSS Qty 3 • •• • Ply •1 •• • • FLORIDA PROFFESIONAL SERVICES. ••• • • • ••• 0010 • • • •• •• • Jab Referents (optional* • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • 6.200 s 0•bP110 2(15 MiTe: Indu ces, Inc. Fri Oct 06 14:28:26 2006 Page 1 • • • • ••• • • • • ••• 6 -5 -10 10 -2 -0 13 -10-6 19 -0 -0 I 6 -5 -10 3 -8 -6 3-8-6 5-1 -10 • • • ••• • •• Scale= 1:33.2 •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • 2.00 DY 4x9MI120= •• • • • •• ••• •• • 3 • ••• • • • • •• • 2x4 MII20= • • • *44V11120; • • • 2 ...In. • • • et • ••• •• 9 5 r Ic MM IPMIII 10.--1 Ilib-MI WWI 3x8 MII20= 6 3x8 MII20= 6x10 MI116 WB= 3x8 MII20= I 1-4-0 1r8-10 10 -2 -0 19-0 -0 1-4 -0 0-4 -0 8-6-0 8 -10 -0 Plate Offsets (X,Y): [1:0-8-3,0-0-61, [3:0- 4- 8,0 -2-4] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0.53 BC 0.95 WB 0.32 (Matrix) DEFL in goo) I/defl Ud Vert(LL) 0.37 1-6 >597 240 Vert(TL) -0.77 1 -6 >286 180 Horz(TL) 0.11 5 n/a n/a PLATES GRIP M1120 249/190 M1116 174/128 Weight 71 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -7 -14 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 2 -2-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 1= 1008/0.8 -0, 5= 1008/0 -8-0 Max Horz I.., 5(load case 2) Max Uplift1= 527(load case 2), 5=- 527(ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-8= 3889/1922, 2-8=-3850/1931, 2-3=-2904/1294, 3-4=-2902/1293, 4-9=-3286/1660, 5-9=- 3338/1651 BOT CHORD 1 -7 =1831/ 3793, 6-7=-1831/3793, 5-6=-1550/3217 WEBS 2-5=-1075 /712, 3-6=- 185/567, 4.8=- 563/422 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7-02; 146mph (3- second gust); h =118 TCDL= 9.0psf, BCDL =6.Opsf; Category II; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 15-8-0, Exterior(2) 15-8-0 to 18 -8-0; cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.00. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 Ib uplift at joint 1 and 527 Ib uplift at joint 5. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate increase=1.00 Uniform Loads (pit) Vert 1- 3=-90, 3 -5=90, 1 -5=20 2) C-C Wnd: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -8=91, 3.8 =59, 3.9 =59, 5.8 =91, 1 -5=12 Horz: 1-8 =-109, 3.8 =77, 3 -9=77, 5 -9=109 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p8) Vert 1 -3=90, 3-5=-30, 1-5=-20 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (pit) Vert: 1 -3=30, 3-5=-90, 1-5=-20 Job ' 6129 Truss V12 Truss Type ROOF TRUSS Qty • 2 •• • Ply •1 •• • • FLORIDA PROFFESIONAL SERVICES. • • • • • • o • • 0011 • • • •• •• • Jab Refererye (apsosap• • BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • 8.200 s Ctts1E 2005 Welt Industries, Inc. Fri Oct 06 14:26:27 2006 Page 1 • • • • • • • • • • ••• • • • • ••• 1 6 -0 -0 12 -0-0 � 6 -0 -0 6 -0-0 • • • olio o •• Scale = 1:19.2 0• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • 00• • • • •• • • • •o ••• 00 2.00 ffi 3x4 MII20= • • • • • • • • • 2 •• • • • • • ••• •• 5 II ' 1 3 ow • 3x4 MII20= 3x4 M1120= 12-0 -0 12 -0 -0 Plate Offsets (X,Y): [2:0- 2- 0,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in Doc) 1/det1 Ud PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.31 Vert(LL) Na - n/a 999 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.40 Vert(TL) Na - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.02 3 Na Na BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 31 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10 -2 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. REACTIONS (Ib /size) 1=466/12-0-0, 3= 486/12-0-0 Max Uplift1= 335(load case 2), 3=- 335(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-@- 1425/1043, 2- 4=- 1387/1050, 2-5=-1387/1050, 3-5=-1425/1043 BOT CHORD 1-3=-987/1387 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf, BCDL= 6.0psf; Category II; Exp C; enclosed; C-C Exterior(2) 1 -9-2 to 4-9-2, Interior(1) 4-9-2 to 7 -2 -14, Exterior(2) 7 -2 -14 to 10 -2 -14; Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord beating. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 335 Ib uplift at joint 1 and 335 Ib uplift at joint 3. 8) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1 -2 =90, 2- 3=-90, 1-3=-20 2) C-C Wnd: Lumber lncrease=1.33, PlateIncrease=1.00 Uniform Loads (plf) Vert: 1- 4=103, 2 -4=82, 2 -5=62, 3-5 =103,1 -3=12 Harz: 1-4= -121, 2-4=-80, 2 -5=80, 3 -5=121 3) 1st unbalanced Regular. Lumberincrease=1.33, Platelncrease=1.00 Uniform Loads (pit) Vert 1 -2 =90, 2 -3=30, 1-3=-20 4) 2nd unbalanced Regular: Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (p8) Vert 1-2=-30, 2- 3=90,1 -3=20 Job 6129 Truss V16 Truss Type ROOF TRUSS Qty Ply 1 • •i1 • • FLORIDA PROFFESIONAL SERVICES. 0012 �•• •'• •• •• ••' • Job Refarense (optio•ap• • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • 6.2!0 s (� l'II2005 MiTe!lndu>:tries, Inc. Fri Oct 06 14:26:27 2006 Page 1 • • • ••• • • • • ••• 8 -0 -0 16 -0-0 8 -0 -0 2.00 Ft Y. use � 4x9 M1120= 2 8-0-0 • • • ••• • •• Scale = 1:25.6 •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• 6 _3 PPM MMINII ow A. 3x4 MII20= 3x4 MII20= 5x8 MI120= 16 -0 -0 16-0 -0 Plate Offsets (X,Y): [2:0-4- 8,0 -2-4], [4:0 -4-0,0 -3-0] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress !nor YES Code FBC2004/TPI2002 CSI TC 0.47 BC 0.28 VVB 0.14 (Matrix) DEFL in (loc) 1/defl Lid Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP M1120 249/190 Weight 44 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wool sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 1= 260 /16-0-0, 3= 260/16.0 -0, 4= 853/16 -0-0 Max Uplift1= 181(load case 2), 3= 181 (load case 2), 4- 434(load case 2) Max Grav1= 282 (load case 3), 3= 282 (load case 4), 4=853(Ioad case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -5= 53/30, 2 -5= -8/41, 2-6=-8/41, 3--53/30 BOT CHORD 1- 4= 0/18, 3-4=0/18 WEBS 2-4= 642/452 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) 1 -9-2 to 4-9-2, Interior(1) 4-9-2 to 11 -2 -14, Exterior(2) 11 -2 -14 to 14 -2 -14; Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 1, 181 lb uplift at joint 3 and 434 lb uplift at joint 4. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber increase =1.33, Plate Increase =1.00 Uniform Loads (p10 Vert 1-2=-90, 2- 3=-90, 1 -3=-20 2) C-C Wind: Lumber increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1 -5=93, 2 -5=60, 2 -6 =60, 3. 6--93, 1-3=-12 Horz: 1- 5=111, 2- 5=-78, 2 -6=78, 3 -6=111 3) 1st unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =90, 2-3=- 30,1 -3 —20 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p11) Vert 1 -2 =30, 2- 3=-90, 1-3=-20 Job 6129 Truss V4 Truss Type ROOF TRUSS Qty • 2 • a Ply • • • •1 • • FLORIDA PROFFESIONAL SERVICES. •• • • • ••• 0013 • • • • • • • • • Jab Refaren•e (cyotic•al)• • BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • 6.200 s Guile 2055 MIT9! Industries, Inc. Fri Oct 0614:26:27 2006 Page 1 • • • • • 0 0 • • • ••• • • • • ••• 2 -0-0 4-0 -0 1 2 -0-0 2.00 Fi � 3x4MII20= 2 •• • • • ••• 2 -0-0 ••• ••• ••• ••• ••• Scale =1:6.4 • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • 3 • • • • • • • • • • • • • • •• • • • • • • • • ••• •• 4-0 -0 4 -0-0 Plate Offsets (X,Y): [2:0-2-0 Edge] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004ITPI2002 CSI TC 0.04 BC 0.00 WB 0.00 (Matrix) DEFL In floc) I/defl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 n/a n/a PLATES GRIP MI120 249/190 Weight 6 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (Ib /size) 1= 50/4-0-0, 2= 100/4.0 -0, 3= 50/4 -0-0 Max Uplift1- 75(load case 2), 2- 140fload case 2), 3 — 75(load case 2) FORCES (b) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =7/15, 2-3=-7/15 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VNnd: ASCE 7 -02;146mph (3- second gust); h =11ft; TCDL= 9.0psf; BCDL= 6.0psf, Category II; Exp C; enclosed; C-C Exterior(2); Lumber 00L =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss Is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint 1, 140 Ib uplift at joint 2 and 75 Ib uplift at joint 3. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert: 1-2=-90, 2 -3-90 2) C-C Wind: Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=130, 2-3=130 Horz: 1 -2 -148, 2 -3=148 3)1st unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1-2=-90, 2-3=-30 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1 -2 -30, 2-3=-90 Job • 6129 Truss V8 Truss Type ROOF TRUSS Qty 2 Ply •• •el • • • FLORIDA PROFFESIONAL SERVICES. •A•• ••• • •*• ••• 0014 Jou Ref nqp (mow) • • BEST TRUSS CO., MIAMI, FL., BEST TRUSS CO. • • 6.200 s 0•t•.20I5 MiTe•lndusties, Inc. Fri Oct 06 14:26:28 2006 Page 1 • • • • • • • • • • ••• 0 • 0 • 100 4 -0 -0 8-0-0 1 4-0-0 2.00 Ff. 1 1 3x4MI120= 2 4-0 -0 • • • ••• • •• Scale = 1:12.8 •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • s • • • • • ••• • ••• • • • •• • • • •• ••• •• • • ••• • • • • •• • • • • • •• • • • • • ••• •• 3 NM MIMI all. 3x4 MII20-- 3x4 MII20= 8-0 -0 8 -0-0 Plate Offsets (X,Y): [2:0- 2 -0,Edge) LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 051 TC 0.25 BC 0.18 WB 0.00 (Matrix) DEFL in (loc) 1/detl L/d Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) -0.01 3 n/a n/a PLATES GRIP MI120 249/190 Weight 19 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7 -2-6 oc bracing. REACTIONS (Ib /size) 1= 248/8 -0-0, 3= 246/8 -0-0 Max Uplift1 =235(Ioad case 2), 3=235(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2= 626/800, 2-3=-626/800 BOT CHORD 1- 3=- 761/604 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 -02; 146mph (3- second gust); h =11ft; TCDL= 9.0psf, BCDL= 6.0psf; Category II; Exp C; enclosed; C-C Exterior(2); Lumber DOL =1.33 plate grip DOL =1.00. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 235 Ib uplift at joint 1 and 235 Ib uplift at joint 3. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-2=90, 2 -3=90, 1 -3=-20 2) C-C Wnd: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p6) Vert: 1 -2 =117, 2- 3=117, 1-3=-12 Horz: 1-2=135, 2 -3=135 3)1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p6) Vert: 1 -2 =90, 2- 3=-30, 1-3=-20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -2=30, 2-3=-90, 1-3=-20 HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES° It is the responsibility of the Installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, Install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the projectArchitect 'sor Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfloor. These recommendations are based upon the collective experience of leading technical • •• .. . ?flUSS PJTTE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel in the wood truss industry, but must, due tothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright ® by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTI All q p should beno I I TRUSS STORAGE Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. Trusses stored vertically should be braced to prevent toppling or tipping. Frame 1 Tag Une N Pa rA Approximately Y. truss length Spreader Ba Toe In • ••• • • • ¢ • Approximately 1/2 truss length Truss spans less than 3A'.' • • • • • • • • • •• ••• • • • • • • • • Toe In Approximately V2 to 3/3 truss len, h Spreader Bar Toe In Less than or equal to 60' Tag Une � Toe In Approximately '/s to i5 truss len . th Less than or equal to 60' • • • • • • ••• MECHANICAL 6 ST1\LLATION • • • • • • • • • • • • • ••• Tag Une LZttilog 1flIce tahould be connected to the iruss Bop chord with a closed -loop sta to to &t utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Une Tag Une Strongback/ Spreader Bar 10' ORME Approximately 1 to 3/4 truss length Strongback/ SpreaderBar At or above mid -height Tag Une Greater than 60' 10' 10' /s2i ',_ Approximately ,J '/3 to 34 truss length Greater than 60' GROUND BRACING:BUILDING INTERIOR 'GROUND BRACING: BUILDING EXTERIOR GDR/ Top Cho d- i i LBT j Typical vertical attachment End Wall Sid Plan \ Blocking Ground brace vertical (GBy) Ground Brace Verticals (GBV) leg truss col bread group of trusses: ISnd brace (EB)\ \\ Ground brace \ lateral (LBG) Groin ! brace \ 114trussofbn !•teral 1LB3/47/ ` group of truss. End Inaba (EB) Ground brace diagonals (GBp) Note: 2nd floor system shall have adequate capacity to support ground braces. floor Backup ground stake 18t Boor Frame 2 Driver ground stokes Strut (ST) \ Typical horizontal tie member with multiple stakes (HT) PITCHED TRUSS ` 12 4 or greater • • • • • • • •• • • • ••• • ... • • • •: • • • • •. • • ••: • TOP CHORD • • • " • • • • • • • ' • ' MINIMUM TOP CHORD &ATERAL BRACE DIAGONAL BRACE SPACING (DB& SPAN PITCH SPACING(LBS) (# trusses] 6' 9 6 Over 42' - 60' SP /DF SPF /HF IiItt'Jto 32 '. ' • 'x/12 _' • "8' 20 15 Over 32' - 48' •4/12 • • •' 6' 10 7 lever 48'.60' 1/12 . . . ;51 6 4 Otrer 60'w 'See a registered professional engineer DF - Douglas Fir -Larch • • • • • of- liej Fir•. •• • • • • • • • • • • • • All Idtetat ?sees lapped at least 2 trusses. SP - Southem Pine SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace �. Required 10' or Greater Attachment Required Top chords that are laterally braced can buckle togethera nd cause collapse if there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LB& TOP CHORD DIAGONALBRACE SPACING (DBE (# trusses] SP /DF SPF /HF Upto28' 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment / Ti Required —' All lateral braces lapped at least 2 trusses. 12 5 r -- i Frame 3 Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purline are attached to the topside of the top chord SCISSORS TRUSS ----I 4 or greati's' \_ p�• •.• -1,A 7, '11111111LINIIIii■ • • •• •• • • • • • • • • • • • • • SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LB&& BOTTOM CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Up to 32' 4/12 15' . 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' See a registered professional engineer OF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. (: BOTTOM CHORD PLANE Cross bracing repeated at each end of the building and at 20' Intervals. i G r— Permanent 0 continuous lateral bracing "� as specified by the truss engineering. WEB MEMBER PLANE Frame 4 SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LBs) TOP CHORD DIAGONAL BRACE SPACING (DB8) [# trusses] SP/DF SPF /HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 2x4/2x6• PARALLEL • • • rell0FID toRi1a■• • • • ••• • • IN . • Top chords that are laterally braced can buckle together and cause collapse if there le no diago- nal bracing. Diagonal bracing should be nailed to t*e undRakf• of theeo tewhen patine • • afe /ttaoled:a t�e t8psg Mde of th%try short` • • • • • • • • • • • • • • • • • ••• • ••• • • •• • • • • • Continuous Top Chord Lateral Brace r —y Required + t 10" or Greater H.4 i Attachment Required g �r. greater ease: tap; The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. End diagonals are Cisent stability and must be duplicate both ends of the truss system. 5x2-170 ARALLEL CHORD TRUSS:TOP CHORD 1 Top chords that are laterally braced can buckle togetherand cause collapse Ifthere ienodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 1y Continuous Top Chord Lateral Brace Required End diagonals are essentlalfor, stability and must be duplicated on both ends of the truss system. Frame 5 i 31/2e X X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH •. : • TOP CHORD; •• LATERAis NttA£E SPACING(LBS) 4313.61110'i ' : • L AOQf1AL;BR4CE SMING (pprdp # trusses] SP /DF SPF /HF Up to 24' 3/12 •.8' • • •1,7 • 12 • Over 24' - 42' 3/12 : - . _ •10 • • .6 : BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • ••. • • •. • • • • • • • • • ... • • • • • ••• • • • • .. • • • • • • • • • • • • ... • • • ••• • •• •• • • • • . • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • • • 440 WEST FLAGLER STREET, SUITE 1603 • • • • • • • • 'MIAMI, FLORIDA 33130 -1563 • . • • • . 5105; 3 5 -2901 FAX (305) 375 -2908 • United Steel Products Company. 703 Rogers Drive. Montgomery, MN 56069 •.. • • • • • •. ••• • • • .. .. • • • .. • • • •• • .• SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC 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: JL, JUS, SKH & HJC. Joist Hangers. APPROVAL DOCUMENT: Drawing No. HJC/ JUS/ SKH/ JL, sheet 1 and 2, dated 03/20/01with no revisions, prepared by United Steel Products Company signed and sealed by T. A. Kolden PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None 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 or MDCPCA ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 01 -0327.04 consisting of this page, evidence page & approval document mentioned above. The submitted documentation was reviewed by Can ont PE. NOA No: 06-0601.03 Expiration Date: June 04, 2007 Approval Date: July 20, 2006 Page 1 • .. .. • • • • United Steel Products Ciniguay:. .... .. A 1. • • • ... • • .. .. ..... • • ... • • .. • • OTIC.E QF:ACf PT.ANCE: EVIDENCE PAGE .. ... .. • .... DRAWINGS . Drawings prepalgi bYsenititi $t401' roducts Company, titled "Face Mount Joist Hangers ", Drawing No. HJC/JUS /SKH/JL, sheet 1 and 2 of 2, dated 03/20/01 with no revisions, signed and sealed by T. A. Kolden, PE. B TEST Test reports on wood connectors per ASTM sealed by S. L. Muschinske, PE. Report No Wood Connector 1. 3013 -71 -3301 JL Series 2. 3013 -71 -3301 JUS Series 3. 3013 -71 -3301 SKH Series 4. 3013 -71 -3301 HJC Series C 1. D1761 by Maxim Technologies Direction Upward & Down Upward & Down Upward & Down Upward & Down Inc., signed and Date 01/12/97 01/12197 01/12/97 01/12/97 CALCULATIONS Face Mount Hangers Series Calculations prepared by T. A. Kolden, signed and sealed by T. A. Kolden PE.on 04/12/97. D STATEMENTS 1. No Financial Interest & Code Compliance letter issued by Thomas F. Devening PE, signed by T. F. Devening PE on 04/12/97. 2. Letter of No Change issued by United Steel Products Co, dated 05/02/2001 and signed by T. A. Kolden, PE. 3. Merger Documents issued by the State of Minnesota on 02/14/200 and signed by the Secretary of State, M. Kiffmeyer. 4. One time approval letter issued by Metro Dade County on 06 /20/05, signed by C. F. Font PE and accepted by R. Lutz PE. E -1 Candi o F. ont PE. Sr. Product Control Examiner NOA No 06- 0601.03 Expiration Date: June 04, 2007 Approval Date: July 20, 2006 PRODUCT CODE STEEL GAUGE DIMENSIONS an.) DIMENSIONS OnJ FASTENER SCHEDULE ALLOWABLE LOADS Ctbs.) ALLOWABLE LOADS Abs.) W D H HEADER D A HEADER JOIST JUS24• DOW$ 1 9/16 UPLIFT 144026 • 12 • 5 7/8 • 5 3/8. 3 1/4 1 3/4 016) 16d 0120 10d ' 2249 ' 1550 • HJC28 • 12 . 5 7/8' 6 3/4 • 3 1/4. 1 3/4 020) 16d 014) 10d . 2805 • 2015 • 1 Published toad is For total of hip of 45 degrees and Jack at 90 degrees conbined 2 MlnirtiA4 header thWaness shall be 2 inches For 16d nails. • •7 Autgwable DOWN load listed Is at 1002. Duration of Load. • • • • • •••• • •••• • • •0•• • • • • • • • • •• •• • • • • • •• • • • • • 0• • 41 0.0 • • • • 0041 • • • • • TYPICAL HNC INSTALLATION • PRODUCT CODE STEEL GAUGE DIMENSIONS an.) FASTENER SCHEDULE ALLOWABLE LOADS Ctbs.) W H D A HEADER JOIST DOWN UPLIFT JUS24• 18 • 1 9/16 3 118 • 1 3/4 1 • C4) 10d• C2) lOd • 643 • NIA • J8/S26 18 • 1 9/16 4 13/16 1 3/4 1 • 04) 10d ' C4) l0d 840 ' 860 •US28 ' i8 , 1 9/16. 6 11/16 1 3/4 1• (6) 1Od' (4) l0d ' 1065 • 860 • JUS210 • 18 f 1 9/16' 7 13/16 1 3/4.. 1 • CB) 10d • (4) l0d • 1290 ' 860 • 1 Specified Joist nails shall be installed of 30 to 45 degrees horizontally such that they ' penetrate through the end of the Joist and lrto the header. 2 Minimal header thickness shalt be 1 3/4 inches for l0d nails. • 3 Allowable DOWN toad listed is at 1002 Duration of Load • 4 Uplift Loads listed as NIA had uplift capacity less than the required 700 pounds. TYPICAL JUS INSTALLATION GENERAL NOTES 1) STEEL SHALL camrom TO ASTM A653. STRUCTURAL GRADE 33i U.O.N. ' AND A MINIMUM GALVANIZED COATING OF G -60 2) FASTENERS ARE COMMON VIRE NAILS UNLESS OTHERWISE NOTED' 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED H A SHORT TERM DURATION FACTOR OF 33X FOR WIND LOAD CONDITION. NO FURTHER INCREASE ALLOWED. - 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1991 EDITION 6 0993 ERRATA. FOR SOUTHERN YELLOW PINE 0Gw 0.55 OR BETTER) & TEST PERFORM IN ACCORDANCE WITH ASTM 01761 O/- 052 %,44 UNITED STEEL PRODUCTS CO 703 ROGERS DRIVE MONTGOMERY MN 56069 FACE MOUNT JOIST HANGERS DATE: __PVRIL0I_ DRAWING NUMBER= HrlG /IeHJ/JL SHEET NUMBER: THOMAS A. KOLDEN, P.E. CIVIL NUMBER FL #50899 M I� AD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 SCOPE: the use of construction materials. This NOA is being issued under the applicable rules and regulations governing 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). expiration date stated below. The Miami Dade County Product Control This NOA shall not be valid after the exp Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, jurisdiction. BCPRC reserves the right revoke, modify, or suspend the use of such product or material within their j product o; to revoke this acceptance, if it is determined by Miami Dade county Product Control Division that this p material fails to meat the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High velocity Hurricane Zone of the Florida Building Code. THASLlR & THA. DESCRIPTION: Wood Connectors LUS, HUS, HD.US, HGIIS, HGUQ, SUIJR gS , UL� APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, L meted Jun e , Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers by Simpson Strong -Tie Co., Inc. signed and sealed by J. M.. Gilstrap, PE, bearing the with D no revisions, CCounty Product y with the Notice of � (NOA) number and the Miami Dade Count-q Product Control Renewal stamp expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None er,s name logo, city, state and LABELING Each unit shall bear a permanent label with the m� • • ..• • • • •.• •. •• • • • .. •• • • • • • • • • • • • • • • • •.• • • • . . . • • • • • • • • • • • • MIA141-TIADE COUNTY, FLORIDA • • •• • • • • • • • • • • • • ... METRO -DADE FLAMER BUILDING i',40. FLAGLEASTREET, SU1Ji 1603 • • • • • NIA' S, FLORIDA 33130 -1563 • • • • • A05) 1721)17, FAX (305) 375 -2908 •• • • • •• •.. •• • • • • • • • • • •• • • • • • ••• .• following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. followed by ADVERTISEMENT: The NOA nt nber preceded by the words Miami -Dade County, Florida, and then it d by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Office This NOA revises NOA1 00 -0512.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Candido F. Font PE. NOA No: 02 -0719.02 Expiration Date: June 20, 2008 Approval Date: April 17, 2003 Page 1 ••• • • •• •• •• SIMPSON Strong -Tie TmF •••••• • ••• • • • • • • • '01111 gas •• (Page 2 of 5) • • • • • • ••• • • • • • • • • • • HUS (Page 2 of 5) HHUS (Page 3 of 5) HGUS (Page 3 of 5) HGUQ (Page 3 of 5) SUL /R (Page 4 of 5) HSUL /R (Page 4 of 5) THASL /R (Page 4 of 5) (Page 5of 5) GENERAL NOTES 1. IN ACCORDANCE WITH SECTION 1707.3 OF THE FLORIDA BUILDING CODE, THE ALLOWABLE LOADS SHOWN IN THE TABLES ON THE PAGES TO FOLLOW ARE BASED UPON THE LOWEST VALUE OF THE FOLLOWING: A) PER SECTION 1707.3.1.1 OF THE CODE, THE LOWEST ULTIMATE LOAD OF THREE HANGER TESTS DIVIDED BY A FACTOR OF SAFETY OF THREE WHEN TESTED IN ACCORDANCE WITH ASTM -0176. B) PER SECTION 1707.3.1.3 OF THE CODE, THE LOWEST LOAD OF THREE TESTS RECORED WHERE THE JOIST MOVEMENT WITH RESPECT TO THE HEADER EQUALS ))" DETERMINED FROM TESTING IN ACCORDANCE WITH ASTM— D1761. C) PER SECTION 1707.3.1.4 OF THE CODE, THE CALCULATED CAPACITY FOR THE FASTENERS USED TO SECURE THE HANGER TO THE SUPPORTING MEMBER OF THE CONNECTION DETERMINED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 EDITION USING WOOD WITH A MINIMUM SPECIFIC GRAVITY OF 0.55. 2. THE STEEL SHALL CONFORM TO THE REQUIREMENTS SHOWN ON IN THIS TABLE-AND SHALL HAVE A HAVE A MINIMUM GALVANIZED COATING OF G60. 3. FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 4. ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED 33% FOR WIND LOADING WITH NO OTHER DURATION INCREASES ALLOWED. 5. ALLOWABLE DOWNLOADS HAVE NOT BEEN INCREASED BY ANY DUARATION FACTOR. MODEL NO. MATERIAL ASTM SPEC. Fy Fu LUS 18 go A853PS 28 38 HUS 14 go A653CS 28 38 HHUS 14 go A653CS 28 38 HGUS 12 go A853SS Gr40 • 40 55 HGUQ 12 go A853SS Gr40 40 55 SUL /R 16 go A4553PS 28 38 HSUL /R 14 go A653CS 28 38 THASL /R 16 go A653SS ar4Csp 42 56 THA 18,16,14 go A653FS 28 38 PRODUCT REVISED yeatmgyien whh the Maelda Du kla DR Voss .Aketeptatacc Na! Elphultal ge 0 SIMPSON STRONG -11E. INC, 1720 COUCH DR. MCKINNEY, TX 75069 TEL (800)999 -5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dwg by. DSB Chk by. JMG Sheet 1. of SIMPSON StrongTie CONNECTORS LUS HUS SCE 10,), • •• . • • • • • LUS •-•-• • • • • • • • • ••• • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• •• •• •• • •• • • • • • • 00 • • •• •,•• •• HUS MODEL GAUGE DIMENSIONS FASTENERS' ALLOWABLE LOADS W H 8 HEADER JOIST UPLIFT DOWN LUS24 18 1 9/16" 3 1/8" 1 3/4" 4 -10d 2 -10d - 640 LUS24 -2 18 3 t /8" 3 1/8" 2 4 -16d 2 -16d . 765 LUS26 18 1 9/16" 4 3/4" 1 3 ,'4" 4-10d 4 -10d 930 830. LUS26 -2 18 3 1/8" 4 7/8" 2 4 -16d 4-16d 1140 1000 LUS26 -3 18 4 5/8" 4 1/8" 2" 4 -16d 4 -16d 1140 1000 LUS28 18 1 9/16" 6 5/8" 1 3/4" 6 -104 4 -104 930 1055 LUS28 -2 18 3 1/6" 7" 2" -6-16d-4-16d 1140 1285 LUS28 -3 18 4 5/8 "- 6 1/4" .2" 6 -16d 4-16d 1140 1265 LUS210 18 1 9/16" 7 13/16" 1 3/4" 8 -104 4-10d 930 1275 LUS210 -2 18 3 1/8" 9" 2" 8 -16d 6 -16d 1665 1765 LUS210 -3 18 4 5/8" 8 3/16" 2" 8 -16d 6 -16d 1665 1765 LUS214 -2 18 3 1/8" 10 15 16" 2" 10-16d 6 -16d 1710 2030 LUS38 18 2 9/16" 5 1 /4" 2" 4 -16d 4-16d 1140 1000 • LUS31O 18 2 9/16" 7 1/4" 2" 6 -16d 4 -16d 1140 1265 LUS44 18 3 9/18" 3 2" 4-16d 2 -16d - 765 LUS46 18 3 9/16" 4 3/4" 2" 4 -16d 4 -16d 1140 1000 LUS48 18 3 9/16" 6 3/4" 2" 6 -16d 4-16d 1140 1265 LUS410 18 3 9/16" 8 3/4" 2" 8 -16d 6 -16d 1665 1765 LUS414 18 3 9/16" 10 3/4' 2" 10-16d 8 -16d 1665 2030 HUS26 76 1 576" 5 1/8" 3" 14-16d 6 -16d 1215 1080 2585• 1005 HUS26 -2 14 3 1/8" 5 3/8" 2" 4-16d 4-16d HUS28 16 1 5/8" 7" 3" 2 22-16d 8 -16d 1800 3585 HUS28 -2 14 3 1/8" _ 7 3/16" 2" 6 -16d 6 -16d 1215 1505 HUS210 16 1 5/8 "' 9" 3" 30-16d 10-16d 1765 3775 • HUS210 -2 14 3.1/8 ". 9 3/16" 2" 8 -16d 8 -16d 2160 2010 HUS212 -2 1.4 3 1/8" 10 3/4" 2" • 10-16d 10 -16d 2700 2510 HUS46 14 3 9/16" 5" 2" 4 -16d 4-16e 1080 1005 HUS48 14 3 9/16" 6 15/16" 2" 6 -16d 6 -16d 1215 1505 IIUS410 14 '3 9/16'1'8 15/16" 2" 8 -16d 8 -16d 2160 2010 HUS412 14 3 9/16" 10 1/2" 2" 10 -16d 10 -16d 2700 2510 NOTES:, 1. NAILS MUST BE DRIVEN AT AN ANGLE THROUGH THE JOIST OR TRUSS INTO THE HEADER TO ACHIEVE THE ALLOWABLE LOADS. elit.lr —6 3111 °3 HEADER . JOIST DOUBLE SHEAR NAILING (REFER TO DETAIL A) LUS /HUS INSTALLATION HEADER NAILS (STRAIGHT) HANGER JOIST JOIST NAILS (ANGLED /DBL SHEAR) DETAIL A (SEE NOTE 1 BELOW) intoner REVISED as t Cat?, Accaptance F likpliattem Dale' �. Amy . RIMmdembriladadeomft1 thftm $IMPSON STRONG -TIE. INCA 1720 COUCH DR. MCKINNEY, TX 75069 TEL (800)999 -5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dwg by DSB Chk by: JMG Sheet 2 or • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • 3'-0' CORNER JACK • • • •• • •• • • • • • • •. • •• • ••• • •• • ••• • ••••• • • •• •• ••• ( COMMON JACK (TYP.) TOP CORD CONNECTION: Comer Jacks - USP - RT3 71-0" JACKS - USP - RT3 6-0" JACKS - USP - RT3 3'-0" JACKS - USP - RT3 1' -0" JACKS - USP - RT3 2 x 6 STD. HEEL HT. MAX NOTE: 12 Min. P = 1.4 (� Max. P = 6.5 } • • •• • • • • ••• • I • • • • • •• • • • • • • • • • • •• • • • • • • • T-0" JACKS ••• • •• • • ••• • • • • • • PARTIAL ROOF LAYOUT 3'-0' Max. BOTTOM CORD Comer Jacks - T-0" JACKS - 5'- Y' JACKS - 3'-0" JACKS - 1'-0" JACKS - CONNECTION: Simpson - SU26UR USP - CLPBF (2) 8d NAILS (2) 8d NAILS (2) 8d NAILS COMMON JACKS THIS DESIGN HAS BEEN CHECKED FOR 146 API WIND LOAD. WALL HT. 10 FT MM. PROVIDE FOR UPLIFT AT (WARM WALL CONNECTIONS 925 lb. STRESS INCREASE= 33 MINIMUM GRADE OF LUMBER: T.C. B.C. Webs 2x4 2x4 2x4 3 No.2 19 SP No. 2 19 SP No.3 19 SP LOADING TOP BOTTOM SPACING: 24° O.C. (PSF) L 30 0 D 15 10 FLORIDA BUILDING CODE 2001 STRUCTURES USA, INC. vznwmgt (305) 1/410-1507"7 'ME DESIGN & $UPVLY ML K1J GP STE . C TW 3 NAIL DESIGN LOADS. (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP I SPECIES (S.Y.P.): 8d COMMON NAILS = 78 8t. (Shear) 10d COMMON NAILS = 94 Ib. (Shear) USP HANGERS DESIGN LOADS. (ACCORDING TO M1AMI-DADE BALDING CODE COMPUANCE OFFICE t PRODUCT CONTROL DIVISION): RT3 HURRICANE CUP = 365 lb. (Uplift 133%) *6(8) 3d x 1 -117' NOA No. 02- 0128.05 CLPBF BUTTERFLY HANGER = 815 Ib. ( Downward) wt (15) 3d NOA No. 01- 1015.02 SU26R/L = 665 Ib. (Uplift 133%) & 1,081 Ib. (Downward 125 %) w/ (6)16d to Header & (6) 113d x 1 112° toJoist NOA No. 02 -0719.02 MAXIMUN ALLOWABLE LOADS: T.C. (Node 2) UPUFT (133%) ROOF (125 %) B.C. (Node 3) UPLIFT (133 %) ROOF (125 %) JACK SIZE Caner Jack 7'-0' 5'-0" 365 81 365 lb 365 8t 365lb 365 lb 365 lb 3'-0' 365 Ib 365 Ib 365 Ib 365 Ih Carter Jack T-0' 3-0" 1'O 6659, 0th 20881 208th 20881 1,081 81 815 Ib 195 81 195 lb 195 lb 9,114 4 2005 �g �N,.(fig.,,.��(Q. �y REMSE RTO VON I RE RAS, `RE Consulting Engineer' CiviI/Structur 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) File Name: Hanger Cale - Caner Jack Set 7 It (Nov 8 - 05)Jds • • ••• • • • ••• - • • • •• • •• • • • • • • • • • • • • • • • STANDARD ROOF VALLEY :OE -MIL PARTIAL ROOF LAYOUT Supporting Truss • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • •• 4x4 • • • • • • • • • • • • • • • • • • 9me•note ••. �� tom) ;,,.,,'';b Strap • 46" ••• • • • VALJE,r AREA 1.2 itch 4 to 7 • ••• •• 5x6 spl. (typ) • 3x6 apt. (typ) Supporting trusses at 2' -0" o.c. mox . NOTES: (a) Provide continuous bracing on verticals over 6' -3". Connect brocing to verticals w/2 -8d nags and bracing must be tied to o fixed point at each end, (b) Max. °spacing for vertical studs= 8' -0" On truce with spans over 24' -0" the vertical should be spaced at 6'-0" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/r. 16 go. twist .strap at 4' -0' intervals w /4. 10d nails each side of strop. Max 100 mph wind speed. IV—Ow max wall height Valley trusses at 2'-4' c.c. max. 1: 1. DESIGN CHECKED FOR 146 MPH WIND LOAD. 2. STRESS INCREASE 33 %. 6" wedge nailed to truss w/2 -8d toe nails or bevel cut bottom chord of valley truss. SSILMIMIRUMINL (ACCORDING TO NATIONAL DE8IQN SPEC.) FOR GROUP II SPECIES (S.YP .): 3d C4 NMS "78b.(Shao) 100 OWN NABS" W b. (Sheer) MSc Plywood sheathing nay beext ndedbelowvsiky trews. ?wide easing ear W toCORDEetto1/12 below. STRUCTURES USA, INC. (306) "7404151171/ 9EE 811ISMN • SUPPLY ALL KING OF STEEL OONNICTORP Fur Nome: Sid Roo(vN.y De1•3 (tiro 29-04).i do Shoot Sin Roe(vdq REMBERTO CONTRERAS, P.E. Consulting Enunit1Civil /Structure' 30 N.W. °.'fY :e rr�tl ■A REMB O OO 7PRA, Consult tellitlaielseestuse, ate. 30 N.W. 87 Avenue, er. -inl Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 02004 (Fbrida P.E. 21522) A GOADE-OF mum LOADING OM T.C. 2 x 4 No.2 198P TOP 30 CODE 8 8.C. 2 x 4 No.2 198P BOTTOM 0 ID Viol* 2 x 4 No. 3 19 SP SPACING: 24 O.C. MSc Plywood sheathing nay beext ndedbelowvsiky trews. ?wide easing ear W toCORDEetto1/12 below. STRUCTURES USA, INC. (306) "7404151171/ 9EE 811ISMN • SUPPLY ALL KING OF STEEL OONNICTORP Fur Nome: Sid Roo(vN.y De1•3 (tiro 29-04).i do Shoot Sin Roe(vdq REMBERTO CONTRERAS, P.E. Consulting Enunit1Civil /Structure' 30 N.W. °.'fY :e rr�tl ■A REMB O OO 7PRA, Consult tellitlaielseestuse, ate. 30 N.W. 87 Avenue, er. -inl Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 02004 (Fbrida P.E. 21522) STANDARD LATERA1:14131.ML4NNG TRUSSES • vr 0.C. TYP. ,2tAikv 44\11,74"1". • • t+c4 or•2x3 LATERAL BRACE •: • • Pat it1uSS DESIGN WITH 2 -10d ••: H WEB FOR FORCES UP TO 4600 the. FORCES IN EXCESS OF 4600 Imo. REQUIRES • •• ••,�i3 OR BETTER. ••••. • • • • • • • ••••• • • • • • • • 000 00 END OF BRACING MEM. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL NOTE: • PROVIDE X— BRACING AT 20' -0' INTERVALS FOR WEB FORCES UP TO 2309 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. LATERAL BRACING DETAIL ALT. LATERAL BRACING DETAIL TRUSSES • 24" 0.C. TYP. • liyL! '.ii:11111 OW NOTE: BRACE MUST BE•90% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. NAIL DESIGN LOADS. (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP II SPECS (S.Y.P.): 10d COMMON NAILS ■ W b. (Shur) led COMMON NAN.S a 107 ®. (Shear) Mqu1MLMt GRADE OF UJ R (P89 ..1,,_._. _12,.. FLORIDA BUILDING T.C. REFER TO SEPARATE TOP 030E 2001 B.C. ENGINEERING DWG. BOTTOM Wets SPACING: 24" O.C. STRUCTURES USA, INC. a (305) 7400 -SBTT "WI DI MON i SUPPLY ALL RUM OR *MIL GOMIIB$TORIr TE • kti f :.\� NOV 3 0 Mt S, P.E. REMBE • Consultin gRININalifflarmem, INC. Fie Name: Std La6w i Web Booing (Nov 29-04).* Sheet: Std Lateral Web Bowing 30 N.W. 87 A/cnJs, IIC -101 Miami, FL 33172 Phone: (305) 6674797 (F!orida P.E. 21522) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 23, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Contractor: FLORIDA PROFESIONAL SERV LTD CO Phone: 305 - 759 -3460 Budding Department Comments Passed a;;V� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP - 14639. cc See Ticket NB February 20, 2009 Page 12 of 26 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 24, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows/Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number (305)759 -8710 Parcel Number 1132060171000 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 21075. cc February 23, 2009 Page 4 of 12 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: February 24, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759-3460 Building Department Comments • Inspector Comments Passed G1g Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 23, 2009 Page 7 of 12 MARK A. CAMIPIIJJ ALMTECT I n 373 N.F. 821011) SJ T MUM SHORES. 11A. 33138 754-231S u F 758 -7666 Date: February 19, 2009 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4 -06 -935 Taggart Residence 573 N.E. 102nd Street Miami Shores, Florida 33138 Folio # 11- 3206 - 017 -1000 Attn: Building Department, FL UC. 1 AR 43011074 I, Mark A. Campbell, having performed inspections at the above referenced site, I hereby attest that there was some additional work preformed over and above the scope of work on the original permit. The additional work includes the renovation of the existing kitchen and one existing bathroom. Should you have any questions or need any additional information please do not hesitate to contact me. Sincerely, Mark A. Campbell, Architect State of Florida: #0011074 Taggart Residence additional work letter 2 -19 -09 MIAM!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld -Wen, Inc. 3737 Lakeport Boulevard Klamath Falls, OR 97601 SCOPE: MIAMI -DADE COUN'T'Y, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: geld -Wen steel, Wood Edge, Opaque, Impact Out -swing 8'- 4"X6'- 8"Door System with Non- Impact Side -lites APPROVAL DOCUMENT: Drawing No. DC2005, titled "Wood Edge Outswing Opaque Steel Door w & w/o Sidelites ", sheets 1 through 8 of 8, prepared by OM Engineering Services, Inc; dated 12/26/07 with revision #2 dated 02/04/08, signed and sealed by Nimesh Bhaysar, P.E., bearing the Miami -Dade County Product Control renewal and revision stamps 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 02- 1211.12 and consi •! s of this page 1, evidence page El & E2, as well as approval document mentioned above. The submitted doc . Lion was reviewed by M. Iqbal Shaikh, P.E. NOA No 08. 0422.02 Expiration Date: April 14, 2009 Approval Date: September 11, 2008 Page 1 Jeld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. DC2005, titled "Wood Edge Outswing Opaque Steel Door w & w/o Sidelites ", sheets 1 through 8 of 8, prepared by OM Engineering Services, Inc; dated 12/26/07 with revision #2 dated 02/04/08, signed and sealed by Nimesh Bhaysar, P.E. B. TESTS Submitted under NOA No. 99- 1122.01 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Large Missile Impact Test per SFBC, PA 201 -94, 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA4S6W, dated October 19,1999, signed and sealed by Ramesh Patel, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with marked -up drawings and installation diagram of residential insulated steel sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA -961W, dated October 23, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Structural calculations by 0 M Engineering Services Inc, signed and sealed by Nimesh Bhaysar, P.E. dated 04 /11/08. D. QUALITY ASSURANCE Building Code Compliance Office of Miami -Dade county E -1 Mohammed Iqbal Shaikh, P.E. Sr. Building Code Compliance Specialist NOA No 08- 0422.02 Expiration Date: April 14, 2009 Approval Date: September 11, 2008 ,Teld -Wen, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8- 93a, signed and sealed by signed and sealed by Ramesh Patel, P.E. 2. Test Report No. ITS - 199006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld -Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84-94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, P.E.Jeld -Wen, Inc., 3. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA- 1078H, dated October 24, 2002, for lite frame material samples, tested for straight pull out, signed and sealed by signed and sealed by Ramesh Patel, P.E. F. STATEMENTS 1. Statement letter of conformance to Code and no financial interest, dated April 10, 2008, signed and sealed by Nimesh Bhawsar, P.E. G. OTHER 1. Notice of Acceptance No. 02- 1211.12 Mohammed Igbal Shaikh, P.T. Sr. Building Code Compliance Specialist NOA No 08-0422.02 Expiration Date: April 14, 2N9 Approval Date: September 11, 2008 E -2 JELWWEN® Steel G 8" WOOD EDGE OUTSWOfa OPAQUE IMPACT STEEL DOOR W / &WJONYNKd B+AcT5dDELI ES GENERAL NOT S 1. 718 PRODUCE S18IN MEIN S COOED A170 IMANUFACIURED 70 COMPLY W!TH JIVE 0.8FIENT RDRIO BLUM Cam' FBC( ): B�I.UD78 Milf2 M0 HAS RESV ENURED DI ALt MTH RE f0LW JAS 201-84 MS 202-94 VS 203-84 2. WOW DE MUST 95 ANCHORED PRIPERLY TO 7801 C6 LGA 3. PRODUCT MOORS SINLL RE AS LS1IM AND SPACED AS SHOWN OM DETAILS. ANCHOR ageWMT 70 RASE MAMMAL 7085L ES BEYOND WALL DRESSING 08 STUCCO. 4: IMPACT REffi7AMT SIURERS REWIRED FOR S®Q.BES. 5. COWED PRESSURE MIWO SIWU. IM AS F -SEE OEM PRESSURE 807010 TAME 5EETOPE 8. SIDELITES ARE AN OPTION AND CAM 95 DI A SDI(8E OR COWIE 7 1 4 5 SYSTEM DO S 4 75 95 7 85 84 4 1 5 8 85 0 5 8 1 8 5 84 - 0 45 5 070P417 IMITPNENTIMOINreiime condtti�R Door Leaf Construction; Face streets; 25 ga (0.018, minimum thickness, Galvanized steel A -525 commercial quality - AKDO per ASTM 620 with yield strength Fy(min.) ®24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. goostnactianz Steel face sheets glued to expanded polystyrenc (EPS), with wood mils and laminated vsneerd lumber stiles and a wood lock block reinforcement. Frame Construction* The head jams and side jambs are mortised, butted and joined using three 7/8° x 2° wire staples. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL. NOTES & TYPICAL ELEVATION 2 VERTICAL CROSS SECTIONS & BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS & NOTES 4 HORIZONTAL CROSS SECTIONS 5 ANCHORING LOCATIONS & DETAILS 8 ANCHORING LOCATIONS & DETAILS 7 UNIT COMPONENTS & GLAZING DETAILS UNIT COMPONENTS DESIGN PRESSURE RATING /,// /� REQUIREMENT IS NEEDED ON POSITIVE + 53.0 PSF NEGATIVE - 57.0 PSF ID La 3 OPP v 74 1/2° MAX. OVERALL WIDTH 36 3/6" WITH -1 ASTRAGAL 1 INACTIVE 68 1/2" MAX. OVERALL WIDTH 14° MAX. PANEL Q WIDTH ACTIVE v 0 INTERIOR VIEW DOUBLE IMPACT DOOR ELEVATION (XX) SINGLE IMPACT DOOR W NON - IMPACT SI SCALE 1/2" =1'_0" SCALE. 1/2" =1' -0 ". t� 37 1/2" MAX. 105 1/4° MAX. OVERALL FRAME WIDTH 4 ICIF 6° MAX. D.L.O. WIDTH U2 (010) 700UCT REVISED „cup:Avid& the Soft Ara ::n:a tinZ. O%' Exp;itiou rsw � d 0+47 iaskaLCaoOm{ 0)estas SING IMPACT D00R 11 SCALE: 1/2 s1' -O 15 1/2" FRAME WIDTH DOUBLE IMPACT DOOR W/NON -- IMPACT SIDELITES (01X0) SCALE. 1/2" =1' -0" 1.6=8.IOR VIEW re 41 C7 IN NIMESH EHAVSAR FLORIDA P.E. NO. 36861 CM t P.C. xo w,. MI MI* M. rm70 MAW 1 tare t mom a> asssr$ --. 0 TE 12/26/07 SAS NOTED own. er EAG knak ®rS. S4FTELL OR78700 Nos DC2005 2 5/8" MIN. I-- 2 5/8" MIN. 1-- 1 1/4" MIN. EMS. 1 1/4" MIN. EMB. 1/4° MAX. SHIM THK. 11A., 1 M• L 1/4" MAX. SHIM THK. 5/32" MIN. COUNTERSINK 5/32" MIN. COUNTERSINK 1/16" MIN. SKIN THK. 24GA. .020 4N. (1 1 4" x 4 9/18" POVEROSA FINGER JOINTED PINE) JAMB (1 1/4" x 4 8/16" PONDERSOA MGM JOINTED PINE) JAMB (1 1/4" x 4 9/16" PONDEROSA FINGER JOINTED PINE) " x 4" Burr 12 .097" HAG 141 113 x Pm( PS FLATHEAD WOOD SCREW HINGE • BM NOT use PACE I ItLq?..• WA VA 35.111Tajij Inillto.mit- *um Emma 111 ImeAria=zzamixr4 MIN. ILDEBISE 1/2" MIN. GLASS THK. I /VT USED p x 1" PHILLIPS FLATHEAD WOOD SCREW KWIKSET 400 SERIES KNOB KWIKSET TITAN 700 $ER1E$ DEADBOLT 2x W•-•D SUB BUCK .4' 0.0' POLYSTYRENE 1.0 to 1.25 lb. • BY JELD-WEN J. Vi 64. WOOD LOCK BLOCK (1.71" x 4.0" x 12.01 AL J CO/ 1 3/4" MAX. PANEL THK FRAME BY TRINITY - 1 < WCOD WOOD PO ROP. 2" INSU TED P. GLASS BY TRINITY AMPAC IFEIMILixlu7nallCuRnilinAW:161411L<IV.--1- lEk-A 111,-.0AGI L=011101111111111111110111 N16 Co. 7 16 CROWN x 2 LONG STAPLES STEEL SILICONE CAULK (ca LAWRENCE 330) SIUCONE 4. • DOW 11- 1,11.4*1.11 1/16" MIN. SKIN THK 38 3 8 x 3 8 1 4 ROUND SIDEUTE STOP 39 16 GA. BRAD TRIM NAIL 3/4" L 40 #8 x 2" PHILL FLATHEAD WOOD SCREW PRODUCT RENTSSD es complying the Florida BtakEns Code A00100100 HO W 9" 0 P2...2- •OU Aple ET tto itat COMsol 1/4" MIN. COUNitlisINK 1 1/4" MIN. EMB. 2 5/8" MIN. 0 vERriria CROSS SECTION TYP CENTER OF IMPACT PANEL SCALE: 6^ .4.-0" 1 1/4" MIN. EMB. mma12/26/07 smeAS NOTED 2 5/8" MIN. 89: EAG SAFFELL ORONO NO« DC2005 SCALA': 6" 1 3/4" MIN. PANEL THK. INACTNE ASTRAGAL RETAINER BOLTS (2) BOLTS TOTAL, (1) 9.0" @ TOP & (1) 9.0' L. @ BOTTOM ALUM. RETAINING SLIDE (3) 1.0" x 4 1/2" x 9/16° ACTIVE SEE NOTE 1 SHT. 3 C' 3 HORIZONTAL CROSS SECTION AT 1MPERIAL ASTRAGAL SCALE 6" =1' -O" SEE NOTE 3 SHE .3 2 5/8" MIN. 1 1/4" MIN. EMB.. 0 8 HORIZONTAL CROSS 3W7'IO11L ACTIVE & INACTIVE DOOR TYP. CONCRETE INSTALLATION SCALE 6" «1' -0" 5/32" MIN. COUNTERSINK 1/4" MAX. SHIM THK HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK EXTERIOR AMIN SEE NOTE 5 SHT. 3 5/32" MIN. C -SINK 1/4" MAX. SHIM THK. 1 1/4" MIN. EMB. OHORIZONTAL CROSS SECTION 3 HINGE JAMB TO BUCK' SCALE. 6" s1' -0" NOTES: 1. SPACING FOR TTEM 18 #10 x 1° PFH SCREW ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE FOOR IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP; 1.0 ", 2.5 °, 4.0° sr. 13.0 °, 18.0" & 26.0 ". 2. SPACING FOR #8 x 1 1/2° PLASCREW ATTACHING THE ODL LUTE FRAME 1S AS FOLLOW TOP & BOTTOM; (2) SCREWS 3.0 °, 13.0 °, 26.0' 39.0 °, 52.0° & 63.0 °. 3. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE A8 x 2 1/2" PFH W00D SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELTTE JAMB AT THE MUWON USE #8 x 2° PFH WOOD SCREW. 4. SPACING FOR #8 x 2.5° PFH WOOD SCREW ATTACHING THE MULLIONS TOGETHER 1S AS FOLLOWS: 8.0° FROM EACH VERTICAL CORNER WOH,(5) MORE SCREWS EQUALLY SPACED, A TOTAL OF (7) SCREWS PER EACH VERTICAL MUWON. 5. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE #10 x 2" PFH WOOD SCREW. WHEN ATTACHING THE HINGE TO THE JAMB AND S JAMB AT THE MUUJON USE X10 x 1 3/4' PFH WOOD SCREW. 6. THE SPACING FOR ITEM #35 THE #6 x 1 1/2° PANHEAD SCREW SPACING IN THE TRINITY LITE FRAME IS AS FOLLOWS: FROM THE 70P DOWN ON THE SIDES (9) AT 5.825°, 14.5 °, 32.0825 ". 41.0', 49.75 °, 58.5825 87.375° & 76.3125 °. THE BOTTOM FROM RIGHT TO LEFT (2) SCREWS AT 3.125° & 6.875 °. 8 a 1 z 2 N N N1MESH BHAVSAR FLORIDA P.E. N0. 58861 nni� /vf t yrl,t� miEMOZMOSEAVOMOM WUJJA R. man x:12/26/07 SCAM AS NOTED DWG. Br: EAG ax. stS. SAFFELL DR1i@Ni NO., DC2005 sEEEr 3,__ of 8 awl SEE NOTE 4 SHT. 3 SEE NOTE 4 SHT. 3 1 3/4" MIN. PANEL THK. INTERfOR SEE GLAZING DETAILS FOR GLASS THK. SHT. 7 1 1/4" MIN. EMB. Ci) HORIZONTAL CROSS SECTION TY SCALE. 6" .«'I'—O" gEBEIR 1 3/4" MIN. _ PANEL THK. SEE GLAZING DETAILS FOR GLASS THK. SHT. 7 (DJIORIZMVAL CROSS SECTION TTP. SCALE: 6" =1'--0" 2 5/8" MIN. 5/32" MIN. COUNTERSINK HORIZONTAL CROSS SECTIONS 16MIQS - Y22.4,2-• SEE GLAZING DETAILS FOR GLASS THK. SHT. 7 EXTERIOR 1 3/4" MAX. PANEL THK. SEE NOTE 2 FO ODL LITE FRAME OR 6 FOR TRINITY UTE ON SHT. 3 1/4" MAX. SHIM THK. r-- DM SY: EAG HORIZONTAL CROSS SECTION TYR SCALE: 6" •=r—O" BYS. SAFFELL DR N04 DC2005 smEr 4 of.A_ SEE DETAIL G SHT. 5 1' -1 7/8" 1' -1 7/8° 1' -1 7/8" 1' -1 7/8" 1' -1 7/8" 11P I' ..IF... 4 1/2" 3 °--a 0 3" 3' Al • 4 1/2° 3" r TYP 6" 3° 1 I fFi \SEE NOTE 5 SHT. 3 0 TYP. 3° SEE DETAIL F SHT. 5 6" SEE DETAIL L ON SHEET 6 SEE DETAIL H SHT. 5 TYP 3' • TYP. 6° 9" TYP. 9° SEE DETAIL K SHT. 5 4 /2 LOCATIONS' MPAC� / NON - IMPACT SIDELITES (0X %0) SCALE 1/2" DETAIL L SCALE: 3" —r—o- M N iq rn YT SEE DETAIL M ON SHEET 6 1' -1 7/8" 1' -1 7/8' 1' -1 7/8" 1' -1 7/8" 1' -1 7/8" 61.1, 000R MODELS ARE VIEWED FROM THE INTERIOR SIDE DETAIL M SCALE 3" •1' -0" 0 0 EE DETAIL .1 SHT. 5 on I i7 PRCOOLVREVISED a.' �O,,Q -01;22.y FLe '-�- Z5g4 Part Contra r 1•' • •1 INEI o.SNGL ACT DOCX1 SCALE'. 1/2" .4' -0" SEE DETAIL L ON SHEET 6 SEE DETAIL G SHT. 5 CO CO M M N N 5) SEE DETAIL M ON SHEET 6 u3 a rf 0 2 Pitorecnomwto 11117174411. 62. 'S %tom 64 n1 '9 NIMESH 6114AVSAR FLORIDA P.E. NO. 56861 (41 S**%) *. P.0. t r seWUe moot. M1 3§868 7 OF 8 PIPE cm:12/26/07 soya.: AS NOTED BY: EAG a roS SAFFELL oltom0 No» DC2005 SEE DETAIL G SHT. 5 6- 1'-1 7/8° 1' -1 7/8" 1' -1 7/8° 1`-.1 7/8" 1' -1 7/8" SEE DETAIL F SHT. 5 SEE DETAIL L ON SHEET 6 I. ..*.. ... *.. SEE DETAIL L ON SHEET 6 SEE DETAIL G SHT. 5 ..: 6° 9° 1113• SEE DETAIL K SHT. 5 MPA�NC $� ICT O �UN SCALE 1/2" =1 -0" DETAIL P IMPERIAL ASTRAGAL RETAINER BOLT HEADER STRIKE PLATE SCALE 1 1/2" =1' -o" NOTE OPTIONAL DETAIL G HINGE TO JAMB do DOOR SCALE 1 1/2" =1' -O" NOTE: SEE NOTE 5 SHT. 3 NOTE OPTIONAL SEE DETAIL M ON SHEET 6 ALL DOOR MODELS ARE VIEWED EROM THE INTERIOR SIDE I. ..j... ...1.. .1 SEE DETAIL M ON SHEET 6 ACT R TI P LOCATIONS SjDELITES (OXo) SCALE:• 1/2" =1' -0" DETAIL B DETAIL J STRIKE PLATE TO IMPERIAL ASTRAGAL STRIKE PLATE TO JAMB SCALE: 1 1/2" "3' -O" SCALE 1 1/2" NOTE.•.._..UE NOTE 5 SHT. 4 - = ".ec c;x?�1usi3g "? .-0 2•a� Dy WonuMWift&mmol Uotdon DETAIL K IMPERIAL ASTRAGAL RETAINER DOLT THRESHOLD STRIKE PLATE SCALE: 1 1 /2" =1' -0" NOTE: OPTIONAL gm Z x 53 o; Zb _v z 2 0 IMODUCT Mewl) solagft with the FlocIdO OuRtlinspode AODOPOOtOO -0 i2-Sz INvm;U!! NIMESH DHAVSAR FLORIDA P.E. NO. 56881 cm actlItettal SEM WO. P.U. •BCt 60009U. ZOUKOO PL MOM X12/26/07 scAS NOTED IRYO. er EAG a8.crS. SAFFELL DRAB G NO., DC2005 r �� r Z./ /P allIllr7-t■mx LuxIiIMMI A ,r,„,1% AM ir 4 1■1 ''' "A----9 OA 4 /In 1 3/4" @ffiE_FIL410 ODL 1/2" CLVS 'Raw POLYFROPOLEM-(THERVOFIL-P6-3012103.91) SCALE: f' =1.-0" SEE NOTE 2 SHT.3 EKESIOR 1/2" MIN. THK. GLASS THK. 1/8" TEMP. GLASS TRINITY LITE FRAAIE wpor .87.1-5007 - 14" GLA.Sq AVM: SCALE: 1 -w -0" SEE NOTE 6 SHT.3 1 1/4" • EJCTERIOR 1 3/4" CLASS DETAIL SCALE: 1 =1.-0" a 1/2" GLASS BITE SEE NOTE 6 SHT.3 GLAZING DET 1/4° STEEL INTERCEPT SPACER 1/2° GLASS BITE 1/4° AIR SPACE 1MEEFILQ.13 TRINITY 1.17'E FRAME LITPOY EV-6007 - GLASS FRAME SCALE: 1 1/8" TEMP. GLASS 3/4° AIR SPACE 1/8" TEMP. DEMO GLASS 3/4" STEEL INTERCEPT SPACER 1/2" GLASS BITE PRODUCT REVLUD ascomplying withtb*Florida BUI1102$ Catie Amply= No.' -Agar L — IN ULAMPilmoo SCALE:" DadePodustOmitat Division 1/8° TEMP. GLASS 2 9/16° 1 3/4" TRINITY LITE FRAME ILIPOY R11-5007 - r CLASS FRA.AO SCALE: 1' z za 8 cv 04 NIMESH EdiAVSAR FLORIDA P.E. NO. 561361 Oil MOM= SERVIOSE‘ Ole. PA. o0)L MOOR OPLIKO. fl. 3e POPLOartiliooke o/ Mitolinkpo ome12/26/07 SOU-a AS NOTED '*c.B EAG S.S. SAFFELL OftliVONO DC2005 smzEr 2_, OP 8 4 9/16" i% ////.� / /.�i% /, 1 SCALE: 6" =I' -0" %3 MPERIAL ASTRAGAL SCALE: 6" •1' -0" HINGE 4x4x12 CA. SCALE. 6" •1' -0" ®. 0 J 11 OUTSWING THRESHOLD SCALE: 6" =1' -0" 3/16" 1 5/16" IMPERIAL ASTRAGAL STRIKE PLATE STEEL SCALE. 6" =1' -0" 11 7/6" -. 1 11/16°17 0m OCK USED @WOOD LOCK BLOCK 471 THK SCALE 6" =1' -0" DOOR TOP & IDE STILE SCALE: 6" =1' -0" 1" 12 COMP' SSION WEATHERSTRIP QDS -650 SCALE: 6" =1 -0" 1.0" �0�M RAIL WOODELITE SCAM: 6" =1' —O" M --� 1 11/1647 Vi LATCH STILE 'g" SCALE: F:oDUCrREY;gpq awriAriall QaBu '4°Plorf6o 9<fataktia age OgildWatict w 0 O U z 2 0 N 0 Z RISoDUCf RENEWS)) tiarroirrylogwithrro Florida learldim Cato Dote of Au _ MMESH BHANSAR FLORIDA P.E. WO. 88861 r at ova saris, we ORLOSP4 Fl. PEEN Mt Wand. Avererinotkin SPOS? D,TE:12 26/07 sate AS NOTED OWO. Elf: EAG cwc swS. SAFFELL DRa¢ai NO. DC2005 SWEET Of 8 MIAMFDIAL COUNTY COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) JELD -WEN, Inc. 3737 Lakeport Blvd. Klamath Falls, OR, 97601 SCOPE: - %c MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6-8 Gladiator/E.S. Outswing Steel Door w/wo Sidelites- Non - Impact APPROVAL DOCUMENT: Drawing No. 5-2004, titled "6 -8 Gladiator/E.S. Outswing Steel Door w/wo Sidelites ", sheets 1 through 8 of 8, dated 07/10/07 and last revised on 05- 06 -08, prepared by manufacturer, signed and sealed by Joseph R. Evans, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None. Approved Hurricane Protection Devices, complying w/ FBC, as applicable are required. Limitations: 1. Vent panel is approved with Single Door application only. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the reque of the Building Official. This NOA revises NOA No. 02- 1211.10 consists of this p ge j - d evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. j ' a, P.E. Vo • APPROVED NOA No 08- 0516.07 Expiration Date: July 12, 2009 Approval Date: July 03, 2008 Page 1 1 JELD -WEN, Inc. NOTICE OF.ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. S -2004, titled "6 -8 Gladiator/E.S. Outswing Steel Door w /wo Sidelites ", sheets 1 through 8 of 8, dated 07/10/07 and last revised on 05- 06 -08, prepared by manufacturer, signed and sealed by Joseph R. Evans, P.E. B. TESTS (transferred from file # 02-1211.10) 1. Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of pairs of outswing glazed residential insulated steel doors with sidelites, prepared by Certified Testing Laboratories, Test Report No. CTLA456W (Addendum), dated May 23, 2000, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification Calculations, dated 05- 06 -08, prepared, signed and sealed by Joseph R. Evans, P.E. 2. Complies with ASTM E1300 -98 & -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 02- 1211.10) 1. Tensile Test prepared by Certified Testing Laboratories, Test Report No. CTLA456W, dated September 30, 1999, for steel samples, tested per ASTM E8 -93a, signed and sealed by signed and sealed by Ramesh Patel, P.E 2. Test Report No. ITS- J99006660 -001, prepared by Intertek Testing Services NA, Inc., issued to Jeld- Wen Research and Development, dated April 8, 1999, for samples of foam, tested per ASTM E 84- 94 "Standard Test Methods for Surface Burning Characteristics of Building Materials" and ASTM D 1929 -91A "Standard Test Method for Ignition Properties of Plastics "; signed and sealed by Douglas Keith Tucker, F.E. 3. Notice of Acceptance No. 07- 0214.08 issued to ODL for "ODL- Non -Imp HP- Polypropylene Lite -Kit assembly- component approval ", expiring on 12/30/2010. 4. Notice of Acceptance No. 07- 0801.05 issued to ODL for "HP- Polypropylene High Performance Lite Material- Component Approval ", expiring on 01/17/2011. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated May 05, 2008, signed and sealed by Joseph R. Evans, P.E. 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews NOA # 02- 1211.10, expiring July 12, 2009. 2. One year conditional Non - Renewable approval. E -1 1 %a1 k. �..�� /Shag I. Chanda, P.E. Product Control Examiner NOA No 08- 0516.07 Expiration Date: July 12,2009 Approval Date: July 03, 2008 Steel F$ MAMMA / rSAVEROVISYB10 STEEL OMRV9 ruONDELMN GENERAL NOTES 1. THiS PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC): INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING: —TAS 202 -94 2 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. IMPACT RESISTANT SHUTTERS REQUIRED FOR DOORS AND SIDELITES. 5. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 6. SIDELiTES ARE AN OPTION AND CAN BE IN A SINGLE OR DOUBLE CONFIGURATION. 7. TMs SYSTEM DOES MEET THE WATER REQUIREMENTS IN MIAMI —DADE COUNTY. (Ommon o 011 me condrtiot8 R Door Leaf ConetrucUoh: Face sheets: 24 ga. (0.021' minimum thickness, 25 go. (0.018') galvanized steel A -525 commercial quality — AKDQ per ASTM 620 with yield strength Fy(ave.) =24,600 psi. Core design. Expanded polystyrene with 1.0 to 1.25 lbs. density. egasLcgastructigm Steel face sheets glued to expanded polystyrene (EPS), with wood rolls and laminated veneerd lumber stiles and a wood lock block reinforcement .Frame Constructiont The head jambs and side jambe finger Jointed pine meosurng 4.5625° x 1.25 ". The head and side jambs ore mortised, butted and Joined usiing (3) 7/8" x 2" wire staples. The threshold used is an aluminum outawing bumpface measuring 4.625° 1". TABLE OF CONTENTS SHEET # DESCRIPTION 1 COMMON (GENERAL NOTES, TYPICAL ELEVATION) 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 1/3, 2/3, & 3/3 4 CROSS SECTIONS 1/4, 2/4 & 3/4 5 _HORIZONTAL ANCHORING 'LOCATIONS 6 ANCHORING LOCATIONS & DOOR MODELS 7 BiLL OF MATERIALS & GLAZING DETAILS 8 1 UNiT COMPONENTS DOUR 0008 !)0t) 105.25° MAX. OVERALL WIDTH- 14" MAX. PANEL WIDTH 21.8175' MAX. 1.19. 0 DOUBLE DOOR W /SI02 ITES f0)0(0) SINGLE DOOR W /SIDEUTE 10X0) 15.5" MAX. FRAME WIDTH E 375° MAX. OYERAU. WIDTH 0 1 ff al Cil'a DESIGN PRESSURE RATING WHERE INFILTRATION N X REQUIREMENT IS NEEDED POSITIVE + 50.0 PSF NEGATIVE — 46.0 PSF el Vtl co PRODUCT RENEWED templeagwith the FNMA RAMO* Cock Amputate NO0 .• off • 07 ExpIatkAl Dark 9 �sGp 1• •w- DisYtm lmsesreIIE NM MC ff. SOM Du1E. 07/10/07 NTS seas. er: JWJ aoc es S. Safell 5 -2004 —L 0E—L 2 we MIN. 0 SEE NOTE N SHT. 3 .020° MIN. SKIN FIXED \ .75' GLASS THK. OPERABLE IMESLOS dim 1.75° MAX. PANEL THK. 0 0m 1 1/4° MIN. EMB 2 5/8' MIN. — C) VERTICAL CROSS—SECTTON se RN ._ , 0 0 fm aniano r. 22 5/ MIN. QVERTICAL CROSS—SECTION 2 5 /8° MIN. 0 1.75° MAX. �° c PANEL -rm. m .5 MAX. GLASS THK. MEM • s ^^ 2 5/ / A \ VERTICAL GROSS —SECS C) V m g a 1 Alt rrra Ya gsimBu!MAMA Agenstmee No ! 8 ff tS�t .l,lra � /8 R. EYANS P.E ALCRIDA NO. 4392 SDI St1/911.12K IMO NA MS= DATE: 07/10/07 SCALE ars owa. 8Yt JN41 cm et S. Saffen ORRwa G la: S -2004 25" MAX. SHIM 9 WIN MN '1 IMO 'ID COUNTERSINK 1 1/4" MIN. EMe. gO qH SEE NOTE SHT: .3 3 HORIZONTAL CROSS SECTION AT LATCH JAMB TO BUCK. TYP. NOTES: 1. SPACING FOR #18A IS AS FOLLOWS: FROM TOP DOWN 1 ", 2 1/2 ", 4 °, 5 1/2 °, 13°, 18" & 26 ". SPACING FROMTHE BOTTOM UP IS THE SAME. 2. ATTACH THE STRIKE PLATE AND THE DEADBOLT PLATE TO THE ASTRAGAL USING A #8 x 2" LG. PHILLIPS FLATHEAD SCREW. 3. SPACING FOR #8 x 2" PHILLIPS FLATHEAD SCREW WHEN ATTACHING THE SIDEL ITE TO THE SIDELITE JAMB IS AS FOLLOWS: FROM THE TOP DOWN & BOTTOM UP 6" & 30 ". 4. SPACING FROM #8 x 1 1/2 PLASCREW IS AS FOLLOWS FOR SIOELITES & FULL LITES: TOP & BOTTOM; SIDELTTE (2) SCREWS 2" IN FROM EACH CORNER. FULL UTES (3) SCREWS 3° iN FROM EACH CORNER, & (1) IN THE CENTER. SIDES FOR BOTH; (6) SCREWS 3.25°, 13.75°, 26.5 °, 39.375 ", 52.0 °, AND 62.625 ". 5. SPACING FOR #8 x 1 1/2 PLASCREW IS AS FOLLOWS FOR THE VENT LITE: TOP & BOTTOM 2.5" IN FROM THE CORNERS & (1) IN THE CENTER SIDES; 3.25° FROM THE TOP CORNER & (3) MORE AT 10.375 °. AS1RACU. NEG1vo eats 031'x19.2'L010P& 9J1' x 19.25' 0 NOTION SEE NOTE /1 SW. .3 INACTIVE NAL Ramo SLIDE 1.0" x 45" x 0.565' MOO c-‘71, A SEE ,rr�•. 10 SRL 3OTE 94� ® ®a 0 3 HORIZONTAL, CROSS SECTION AT ASTRAGAL. TYP. ACTIVE 1 t SEE NOTE #4 Cy. SHT.3 v .15' MIN. COUNTERSINK 0 3 E HORIZONJAL CRASS SECTION AT HINGE JAMB TO BUCK. TYP. .25" MAX SHIM 'MK. _1 1/4" MIN. EMS. s a 5 1 PRODUCT RENEWED +iemup46y WA ex Nadu addbdt Code Andfdaste Eaphinde MO •0574a7 p, I JCSEPH RSAS,P.E FLORES N0. 4302 wrseyrNW ISO PAK 14 07/10/07 SCALE NTS ara er:. JW aw. en S. SONS Man NO.: S -2004 .25° MAX. SHIM THK. SEE NOTE #4 SHT. 3 co g N 1 1/2° MIN. EMB. g .15" MIN. COUNTERSINK NOTE #3 SHT. 3 OC4 HORIZONTAL CROSS SECTION AT SIDELITE TO BUCK. TYP. IMMO 0 O SEE NOTE CS 3 SHT. 3 111;10iir 0, 1111"6"111111 ji ' : IB ,.. 0 IPki AT SIDELITE SEE NOTE #3 SHT. 3 SEE NOTE 4 SHT. 3 .15° MIN. COUNTERSINK TO HINGE JAMB. TYP.. .15° MIN. COUNTERSINK SEE NOTE #4 SHT 3 ;.•-‘ 10 : cv AT SIDELITE T. LATCH JAMB. TYP. MI 5 1 1 1 ss s N qta PRODUCT RENEWED ascaytag with the Florida Iteldtag Cade Awertawa thybutlea Date _ r 1170. % ste. 1. Lztst Ire flas hWG R 32/61 07/10/07 sou: NIS owa. BY JAI taut Bn S. Weil oRMDIO nos S -2004 our _4._ o r.° 1• • SIME_DOOR ANCHORING LOCA11ONS (X) 1112ELERMILEIKEER ASTRAGAL STRIKE PLATE (BY IMPERIAL) #8 x 2.50° PFH WOOD SCREW DETAIL F ATTACH ASTRAGAL THROW BOLT STRIKE PLATE TO FRAME AS SHOWN. 4 3" 3• 4 SEE DETAIL F r... *.. . .. .. *...� 3° i� ri 9' • 3° PI I 4 1/e 19 30 3. 9` TYP. 6• JYP. 3° T1P M ■■ o ICITyp 0 0 I 0)-I 0 /2° Ii 6• ° !9:6 • 3. nnN08 F 000R Wi ES ANCHORR4G L0 A1!ONS (oXXO) VIEWED FROM THE INTERIOR DETAIL„ G HINGE DETAIL, hig sW� oo co o 1 AipiN 1 4 r °fNw s 8 ak PRODUCT RENEWED as eatoptylug with the Florida Raiding Cale Sapinoloa 6. D7 Amputee Otte _ /.+ �• awl Diabion P4441/"„ KPH R. EOM P. FLORIDA HO. 4392 Ma MY NW Nam sop 07/10/07 WAD NTS Ma St Ay ow. on S. Well DRONING Na 5-2004 sHEEr A_ DF 8 0 0 1. ea DO 61 E DOOR ANCNORING LOCATIONS b(X) _ >nE1: FROM THE IND]tIOR 36.0° MAX. PANEL WIDTH GLAZED DOOR MODELS 0 0 0 0 0 1. 15.25° MAX. PANEL WIDTH 0 0 0 00 A .. a . .1 00 w io ntas ANCHORING L0Cdfl0NS (0X0) WFWED FROM THE INTERIOR SIDELffE MOD S N0( ji W d 515 g FFV-) 0 �03 z 0�� co 5 r. N PRODUCT RENEwEI IS twiggy/mg whh to Florida Bidding Code k4.9 ►. L4 . f-. Mks 07/10/07 DMZ NIS DWO. JWJ OK erg S. SaffeII WtNm Nos S -2004 sr_L.OF-0— .5" GLASS BITE IM _I BECOME EIC ERJOR MIME • .125" INSULATED TEMPERED GLASS 9 25° SILtL SPACER SEE NOTE #4 SHT. 3 GLAZING DETAIL, FULL LITE & S1DELITE .5" GLASS BITE .25" AIR SPACE .125" INSULATED TEMPERED GLASS SEE NOTE SHT. 3 5 GLAZING DETAIL VENT LITE .5" STEEL SPACER 5 • G .125" INSULATED TEMPERED GLASS .5° AIR SPACE .125" INSULATED TEMPERED GLASS t17_ ia,.H 9L7i ){,� 1��` 1i li iu p ra . 21 �! ;4� © H8 Ate 1 1�,� ;'Ji lii� I i' HT )lil JY :7 D Yi ] iDLl ri nl ]i Ylaa mom/ Yli] mignm suilimm.. 1: 11 mmaTim muolm PBB: 4x4 BUTT HIIE1 EM I`u ©0 x ovLSEENT talrinuire ■En ESE Jlz��dM a 'tt• �,w1 0 irm 0th o• r - X 1 PM WOOD SCREif G ". t• 18 RW B1l9DWX DIXON WITH 1 1 iI A.0 Pr I! ° MI! a111..L. 11: iY 11 rm*� IIGW ©he a.almaiAkluoffilliEtZlf'A.im a,Lui 0 i' • :iiuiu...Imp tr _1 1111 1 BY JEID —WEN NOOD WOOD i I ^Tlai 11 "L�iQiDL NEW 313171-41 J©4 anau. E1©63ii1lAf�rLi?! .: 1 PONDEROSA vovf u1E 8x ] FIAT}lFAD WOOD SINEW re m0 1 kg t nay PRODUCT RENEWED as tea** s e nee Plm ds Ituktiseadlt Maputo iikpiraitaa Bute 1 I4o (. 4 MPH R EVANS, P.£ AMA NO. 4302 ene we Las 9 we 07/10/07 soLa NI'S mei ere: JWJ aac et S. Saffell ORONO N04 S-2004 17 OUTSWING BUMPER THRESHOLD .050" EXTRUDED ALUM. III LJ 0 0 0 0 J .097" 4 x 4 STEEL DOOR HINGE .097" THK. STEEL BY HAGER 18 WOOD SIDE STILE 2.375" .912" 13 IMPERIAL ASTRAGAL EXTRUDED ALUMINUM .075" WALL 11.675" t4 DOOR PANEL AND SIDELITE TOP RAIL '1 =" .525" 12 [-AMPRESSIO WEATHERSRT1 SCHLEGEL Q —LON QDS 650 W0OD LOCK BLOCK. 7 71" MK. 15 DOOR PANEL & SIDEUTE BOTTOM ReIL WOOD 0 0 ®J algif PIETF STEEL PIXIE g Lig 1 e g w.., 4k Pao DucTRENEWED ee complying with *e II IM Bridles Code Acceptance .-0 Espiretion IL's Cif JOSEPH R EMS, P.E. FLORIDA NO. 4392 as aoee SOW IVO necnans mas 07/10/07 =LE NIS fira. JWJ oat ea S. Saffei mewls ros S -2004 sir -.. w-4— MAVK A. CAMPBELL ARCCII�TFCT 373 N.E. J T4 SILLEI 14111041 SCUMS. iii A. 33138 7542318 u F 75S -7666 III Date: February 9, 2009 FL uc # AR 0011074 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4 -06 -935 Taggart Residence 573 N.E. 102nd Street Miami Shores, Florida 33138 Folio # 11 -3206- 017 -1000 Attn: Building Department, 11©27Egui At r:3 _ 9 3E9 10 B Y: ...... ....... This letter was prepared for the residential property to verify and confirm that the Architects has inspected the entire truss system including, but not limited to: Plates, webs, bracing and attachments to the structure and it complies with the approved plans and FBC. If you have any more question please call me at my office 305 754 -2318. ark A. Campbell, ,. " chitect AR 0011074 Florida Taggart Residence truss inspection letter 2 -9 -09 L rK Cafirk Required Miami Shores Village A/ ri`i'`�S�' Building Department 3�'s y�D B06 F/o'd o f S ✓cy '1ST jqo CERTIFICATE OF OCCUPANCY CHECKLIST BUILDING PERMIT CARD - Containing final initials of all inspectors . SURVEYS (2) FINAL AS BUILT - Required. Items: Elevations of building showing all intended setbacks from property lines and other existing structures. Ingress + Egress required parking spaces, wheel stops, stripping, and all paving to exterior. CERTIFICATE OF ELEVATION - (sealed by surveyor) EXPIRATION DATE REQUIRED ON FORM CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2913.5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by the Florida Department of Agriculture and Consumer services." HEALTH DEPT. APPROVAL LETTER - (on septic-or private water) Note: If house has a septic tank, approval letter is required from the health dept. SOIL COMPACTION LETTER - (density reports required) 0‘3/4BACKFLOW PREVENTOR CERTIFICATE - (Required on commercial projects only) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Emergency CO (without 24 hrs. processing) additional fee is $80.00. Temporary CO (up to 90 days maximum) $75.00. Residential CO fee is $150.00. Commercial CO is $200.00. Approved Date chc- 1/20/05 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 04, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759 -3460 Building Department Comments February 04, 2009 Page 1 of 1 CS(� 6�� )-(1 (4 Passed 4f4 a .-/c Comments CC - Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 ItZ LA BOUNDARY SURVEY BY 1840 NORTH PINE ISLAND ROAD PLANTATION, FLORIDA 33322 PHONE (954) 473 -8010 FAX (954) 473 -8020 •••• CERTIFICATE OF AUTHORIZATION #LB7086 E: MAIL: KERILANDSURVEY NGRYAHOO,CO&% LEGAL DESCRIPTION: LOT 22 AND THE WEST 1/2 OF LOT 23, BLOCK 93 OF 'AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NOTICE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS -OF -WAY AND /OR EASEMENTS OF RECORD. THEREFORE, ONLY THOSE RIGHTS -OF -WAY AND EASEMENTS SHOWN ON THE REFERENCED PLAT ARE SHOWN. — eaw- -, —scw —air — a =am —ar ----�w- SET I/2 IRON PIPE ":..,. LB#7086 15' RSYRVL GMT- OF-WAV WOOD POLE LOT 0.40') u'p I p% 0.5 22, BLOCK PAVER.., :•..BLOCK. •• CANOPY N 9.71 VENT / "7.a vx /I ./x z 1 • R• "A"o1 °� 30xo.�ONE STORY/ - El.: RES�ID��E�NCE 9573 /` N / X112D riWS EvA110 = ■1.6 7/ / N // 'V VENT /1.30 x 0.70 • Io.o8' 1.30Xo.70� c; 15.40 /C' SLAB ■ ELECTRIC METER 0.50 SET I/2' *PIPE 0 CAP 1:547056 25.00' a•. WOOD POLE ELEV •9.8' 03\4 14.04' 14.08' 24.07' POUND I/2 IRON PIPE NO ID 9' 12 WEST I/2 LOT -23. BLOCK 93 TYPICAL 25.00 t POUND 1/2' IRON PIPE NO ID 4- •. • •. -• • . •••••• • • •• • • •••••• NORTHEAST 103RDAITIi6ET •.•••• • • ••..•• • • •.•••S • lu • • ■•••• • • • .••••• 0 NORTHEAST 1 02ND STREET LOCATION SKETCH NOT TO SCALE NOTES 1) ELEVATIONS, IF SHOWN HEREON, ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1 929. 2) UNDERGROUND IMPROVEMENTS AND /OR UNDERGROUND ENCROACHMENTS NOT LOCATED OR SHOWN. 3) BEARINGS /ANGLES SHOWN HEREON REFER TO THE ABOVE MENTIONED PLAT OR LEGAL DESCRIPTION. 4) ROOF OVERHANG NOT LOCATED UNLESS OTHERWISE SHOWN. 5) THIS SURVEY IS FOR PERMITTING PURPOSES ONLY. 6) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EXCAVATION, CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. 7) ALL BEARINGS /ANGLES AND DISTANCES SHOWN HEREON ARE BOTH MEASURED ON THE GROUND AND RECORD (AS PER PLAT) UNLESS OTHERWISE SHOWN. 8) THIS SURVEY 5 CERTIFIED EXCLUSIVELY TO: JOHN M. TAGGART VIUAGE OF MIAMI SHORES 9) —°° — DENOTES OVERHEAD WIRES. I0) „ ' DENOTES EXISTING GRADE ELEVATION. CERTIFICATION: I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 6 1 G 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. "NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA PROFESSIONAL SURVEYOR AND MAPPER." 2•11 SIGN RE DATE JAY KER( SSIONAL 5 VEYOR AND MAPPER NO. 572 I ATE OF FLORIDA J " 77.75' Iv QI �I¢ a�1 �l 1 FINAL SURVEY FLOOD INFORMATION • FLOOD ZONE: X I BASE FLOOD ELEV.: N/A 573 NORTHEAST 102ND STREET COMMUNITY PANEL # 120652 0093 J SCALE: V •25' BUILDING DIAGRAM NO. I 1 MAP DATE: 03 -02 -94 LOWEST FLOOR ELEVATION : 1 1.6 FEET GARAGE FLOOR ELEVATION : 9.9 FEET ■ 1 CLIENT: TAGGART 1 PROJECT NO.: 08203, 08472, 09981, 14736 SURVEY DATE: JANUARY 26, 2009 573 NORTHEAST 102ND STREET MIAMI SHORES, FLORIDA 33138 SCALE: V •25' FILE: TAGGART, JOHN PERMIT #: ' Gag-, Miami Shores Villa *e SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUN1Y RULES AND REGULATIONS � � 1 °° ° • • • * ° ° ~ °°°° • °°°~°° *°°�*° • * • ~° • ° °°*° • ° • °° • - - ~ °°°° °°°° • • °° • *° • ° °°°°° °°*°° ^°°° • • °~°° • • °°°°O° °°°°° **�*°° • • p°°~°o • • °°°*°° • • °°°*°° Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 04, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759 -3460 Building Department Comments February 04, 2009 Page 1 of 1 Passed f Inspector Comments CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 SUNCOAST PEST CONTROL 65151 AVENUE S. ST. PETERSBURG, FL 33707 (727) 327 - 3202 xti-ry L: V �J c..m © ii 2V1.J BY: TERMITE CERTIFICATE PERMIT # RC 935 SITE LOCATION 5`73 N.E 02 "D S ET FL 331 S AREA TREATED , UNDER 600 SOFT DATE OF TREATMENT 1215/09 TIME OF TREATMENT APPLICATORS IDENTITY VICTOR PRODUCT NAME CYP CHEMICAL NAME C'Y'PERMETHRiN PERCENT CONCENTRATION .05% �&Ote MONITORING SYSTAM -IF No % How A7AWr NMTi 1�1a 100T) NUMBER OF GALLONS 50 iFO& MONITORING S'EXTRR to orSTATtoNs usE6) FINAL STATEMENT: THE BUILDING HAS R ECEIVED A COMPLETE TREATPVIENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS ESTA$LLSHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMERSERI/ICE'S. I AGREE THAT THE ABOVE INFOCPMAT1ON 18 CORRIEcT AND PERTAINS TO THE ADDRESS LISTED ABOVE: HEATHER MuSORAVE UTRORIZED S1c ATUttj FOR P1SCOOL COMPANY Suncoast Pest Control NAME OF PEST CO OI, COMP TO /T0 39 d lbiNO3 1.53d Imams MOIVELZL ZS :0Z 6002/GT/T0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 04, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759 -3460 Building Department Comments February 04, 2009 Page 1 of 1 Passed ,,/� ��'CJ c 1 Inspector Comments CC %0' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 A...A .L .... r S 1 .w.w Ii.+s w.. 7 r.!«dl ....�. w . SURIC=3 40 E 3 x : am r.'. 3Y' 7 r LZ I3L ") t�OPO TAB DADS COLJN stilt-CMG: ANC3 ZCMItvg' CMPAR-'ME4T i:^ ' -^ abate ratersansid. Spa ig Lime 3tara of, narida. L Es.szrf .. : plans an& so c. s, and in acox°..aUce, vi.ch. aad. nass=zczLIn ?raC ea. :xtsusac s neat tai sr3i EL .s of :tss inctinszed 573NE102St 0 Lt;L g# lYl� � ShOTP� m ; CRLOTEX R -5 SS: *. • J6=® 3/4 3 —ULM R:5 * BAGS/ 100 . Y. : ROOT/C=r: '3817L1=a1: 4s2,1. 22 hp Manville u �'�.;, F�i>ber las Batt 3 '' 3E : ..33 last 1":: : ( MR) RIMS • -� 4 rig ;IAj►V Ca is 16686 30--= 1:3G * De ities Af j s loose f.1.211 or other a .ta instaatiect taux*aerials as m be be ?a :7 s ( l f t-') a ;ge of three (3) " 1 =57c66 7 Atrt''''rj .L. e Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 04, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759 -3460 Building Department Comments February 04, 2009 Page 1 of 1 Passed Inspector Comments /�f Failed Correction Needed .I Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 U.S!DEPARTMENT OF HOMELAND SECURITY Federal Emergency,Management Agency National Food Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660 -0008 Expires February 28. 2009 SECTION A - PROPERTY NOZMITEV ti Al. Building Owner's Name TAGGART ( #14736) g=' A2. Buil ding Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O Ro ar�'� Cp. 6E1 573 NORTHEAST 102ND STREET For Insurance Company Use: Policy Num Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 BY: A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 22 AND THE WEST 1/2 OF LOT 23, BLOCK 93 OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" PB 15, PG 14, DCR A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25 °52'09.4 "N Long. 80°11'09.7'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 1478sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1100 sq in RESIDENTIAL Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage, provide: a) Square footage of attached garage 219 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES 120652 MIAMI -DADE FL B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C 0093 J 07 -17 -95 03 -02 -94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile e FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM D -159, ELEV= 10.32' Vertical Datum NGVD 1929 Conversion /Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) f) g) Check the measurement used. 9.5 ® feet 11.6 ® feet N /A. ® feet 9.9 a feet 9.8 ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico onl ❑ meters (Puerto Rico onl ❑ meters (Puerto Rico onl ❑ meters (Puerto Rico onl 9.4 ® feet ❑ meters (Puerto Rico onl 9.7 ® feet ❑ meters (Puerto Rico onl SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name JAY KERI Title LAND SURVEYOR License Number 5721 Company Name KERI LAND SURVEYING, INC. (-\ -2 to erM SEAL HERE Address 1840 NORTH PINE ISLAND ROAD City PLANTATION State FL ZIP Code 33322 Sign FEMA Form 81 -31, February 2006 Date 01 -26 -09 Telephone 954 -473 -8010 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 573 NORTHEAST 102ND STREET For Insurance Company Use: Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2e REPRESENTS A/C SLAB ELEVATION OF 9.8 FEET CROWN OF ROAD ELEVATION = 9.94 FEET MAIN RESIDENCE BUILT ON CRAWLSPACE ADDITION IS SLAB ON GRADE Sig - e Date 01 -26-09 eck here if attachments SEC Bill . e ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is • ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is • ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 573 NORTHEAST 102ND STREET ( #14736) Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 04, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759 -3460 Building Department Comments February 04, 2009 Page 1 of 1 01 2-6(0 Passed ai4 .2-/ Inspector Comments CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 BOUNDARY SURVEY • ICBM BYE�)) ( El ND Ultlr � , u��J 1840 NORTH PINE ISLAND ROAD PLANTATION, FLORIDA 33322 PHONE (954) 473 -8010 FAX (954) 473 -8020 CERTIFICATE OF AUTHORIZATION #LB7086 E:MAIL: HERILANDSURVEYING@YAHOO.COM LEGAL DESCRIPTION: LOT 22 AND THE WEST 1/2 OF LOT 23, BLOCK 93 OF 'AMENDED PLAT OF MIAMI SHORES SECTION NO. 4' ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NOTICE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS -OF -WAY AND /OR EASEMENTS OF RECORD. THEREFORE, ONLY THOSE RIGHTS -OF -WAY AND EASEMENTS SHOWN ON THE REFERENCED PLAT ARE SHOWN. 5ET I/2" IRON PIPE $ 1.507086 R5 RE5�ALL G 1T- -r-WAY (PPR.j A5PI-IALT PAS ET 1/2' $ {'PIPE 6 CAP LB/7086 25.00' ., WOOD POLE 0.50 o.4a 0.56 POUND 1/2° IRON PIPE �QtidD`2 NO ID y %ok TYPICAL CIIAIN UNK FENCE 25.00 POUND 1/2' IRON PIPE NO ID n N • • • NORTHEPST 1 03.11 garl RT •••• • • 0••• 0••••• • • • 0000•• • •••• • ig••••• • •••• • • • zi • •000.9 • NORTHEAST IO2NeST:trelf LOCATION SKETCH NOT TO SCALE NOTES I) ELEVATIONS, W SHOWN HEREON, ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1 929. 2) UNDERGROUND IMPROVEMENTS AND /OR UNDERGROUND ENCROACHMENTS NOT LOCATED OR SHOWN. 3) BEARINGS /ANGLES SHOWN HEREON REFER TO THE ABOVE MENTIONED PLAT OR LEGAL DESCRIPTION. 4) ROOF OVERHANG NOT LOCATED UNLESS OTHERWISE SHOWN. 5) THIS SURVEY 15 FOR PERMITTING PURPOSES ONLY. G) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EXCAVATION, CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. 7) ALL BEARINGS /ANGLES AND DISTANCES SHOWN HEREON ARE BOTH MEASURED ON THE GROUND AND RECORD (AS PER PLAT) UNLESS OTHERWISE SHOWN. 8) THIS SURVEY 5 CERTIFIED EXCLUSIVELY TO: JOHN M. TAGGART VILLAGE OF MIAMI SHORES 9) DENOTES OVERHEAD WIRES. 10) „..1.01- DENOTES EXISTING GRADE ELEVATION. ERTIFICATION: I HEREBY CERTIFY THAT T IS SKETCH OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIMAI SURVEYCiRS AND MAPPERS IN CHAPTER 6 I G 17 -6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 'NOT VALIDVITH `THE'SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA PROP5SION1A L SURVEYOR AND MAPPER.' SIGNATURE DA JAY KER! 55ONAL SU WEYOR AND MAPPER NO. 572 I E OF FLORIDA p- 77.75' FINAL SURVEY FLOOD INFORMATION 1 FLOOD ZONE: X 1 BASE FLOOD ELEV.: N/A COMMUNITY PANEL # 1 20652 0093 J BUILDING DIAGRAM NO. I 1 MAP DATE: 03 -02 -94 LOWEST FLOOR ELEVATION : I I.6 FEET GARAGE FLOOR ELEVATION : 9.9 FEET , ■ 'CLIENT: TAGGART PROJECT NO.= 08203, 08472, 09981, 14736 SURVEY DATE: JANUARY 26, 2009 573 NORTHEAST 102ND STREET MIAMI SHORES, FLORIDA 33138 SCALE: 1 " =25' %, FILE: TAGGART, JOHN PERMIT #: VG Clio -°C` 5 Miami Shores Village APPROVED DA ZONING DEPT ��.BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 1 it@ECry7LTET F3 0 ; 2009 BY: •• • • • • • • • • • • •••••• •• •• • • 1111•• •1••• • • •••• • •. • • •••• • • •••• • •• •• • • • • • •••• • ••••• • • •• • • • •0 • •••• • • •1•• • • 1111•• • • 1111:• ••••• • 00•••• • • + +••1• • • •1010• • • • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: February 04, 2009 Inspector: Bruhn, Norman Owner: TAGGART, JOHN Job Address: 573 NE 102 Street Miami Shores, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number (305)759 -8710 Parcel Number 1132060171000 Phone: 305 - 759 -3460 Building Department Comments February 04, 2009 Page 1 of 1 Passed 46 j;e193 Inspector Comments CC Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 04, 2009 Page 1 of 1 Date: February 9, 2009 MAU A. CAMPBELL ARCHRECT 373 N.E. MK SMUT MAW SMELL RA. 33138 754-2318 p F 755 -7666 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC -4 -06 -935 Taggart Residence 573 N.E. 102nd Street Miami Shores, Florida 33138 Folio # 11- 3206 -017 -1000 Attn: Building Department, FLUC* AN 0011074 r 092069 BY: V Ad ?f°'79 This letter was prepared for the residential property to verify and confirm that the Architects has inspected the entire truss system including, but not limited to: Plates, webs, bracing and attachments to the structure and it complies with the approved plans and FBC. If you have any more question please call me at my office 305 754 -2318. Mark A. Campbell, Architect AR 0011074 Florida Taggart Residence truss Inspection letter 2 -9 -09 ATE OF FLORIDA PARTMENT OF HEALTH SITE SEWAGE TREATMENT AND DISPOSALL$Y NSTRUCTION INSPECTION AND FINAL. APPAO AL 1 IIS.i#��t) JUL 8 2008 M PERMIT NO. DATE PAID: PEE PAID: RECEIPT #: . g 1.37 • APPLICANT: __ - t L AGENT: PRCt?ERTY ADDRESS —, LOT:) BLOB ql SUBDIVISION: PROPirFCTY iP # CHECKED [X] ITEMS ARE NOT IN = = = � = = + = K _ X ... _ = ARE _ o COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. Tn► ® _`" -= = = = = = —s_ TANK INST 1413 T (02) 103] 104] [05] (063 [07] 108] 1fl91 TION MATERIAL Cep_ f. 1 ] OUTL T DEVICE [ 1 (29] MUL7 -CHAMBERED r N ] [ ] [30] OU FlLTER_�_ - - 1 1 fig �� _ [ ] [32] SETBACKS [27] SURFACE WATER— ....__ , PT DrrCHES, �r r PRIVATE WELLS. wr PUBLIC WELLS Fr IRRIGATION WELLS FT POTABLE WATER LINES.,L, FT BUILDING FOUNDATION [ FT PROPERTY LINES __ — FT OTHER,. Fr WA._ [ ] DEPTH TO LID `i ►t 1 /r, /or 0c, 1 [ ] DRAINFIELD I T1ON U~r14 a.w p.. Y) _LS:" [ 3 [10] AREA 1] - ._.. [23 SOFT s �� 1 I [11) DIS BUTTON BOX__ HEADER 1 1 [ ] [ ] [12] NUMBER OF DRAINUNES ' 1 3 1133 DRAT NE SEPARATION $ : 1 1 1 ] [14] DRAI NE SLOPE L e,,.t e 1 1 1 [ 3 [15] DEPT OF COVER is t 1 [18] ELEVATION BM A,.). ' /46w) 1.17 I [ V!3 [17] svSTE0 LOCATION [ 1 1 3 (18] DOSING PUMPS_,../) /A [ 3 1 ] [19] AGa TE SIZE [ 3 [ ) (20] AQG 1,3ATE EXCESSIVE FINES [ VI [ ] [213 AGGR TE DEPTN [VI :TIGHT 133] [34] [383 FILL / EXCAVA N MATERIAL [22] FILL AOUNT WA [23] FILL RE A1114 [24] EXCAV TION DEPTH 11. t 3 [25] AREA FkPLACED (261 REPLAt MENT MATERIAL EXPLANATION OF VIOLA 1 3 t ] [ 1 IONS / REMARKS: [ X ] 1"] / MOU F .. SYSTEM NFIELD COVER SHOULDERS ORES 39) S IUZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA Oic, STORMWATEII RUNOFF ok, ALARMS iftil MAINTEICEE AGREEMENT BUILDING AREA LOCATION CONFORMS WITH SITE PLAN FINAL SITE G - ► G CONTRACTOFI OTHER [411 [423 [43] 11 [44] [453 [48] 147] 1481 ."% ABANDONMENT [493 TANK PUMPED PI TANK CRUSHED & FILLED kill, I.. et'w1 /t as.7 /Cb CONSTRUCT FINAL SYST o OH 4016 (Page 2),1087 (Prey►, Editions May Be U Stook Number, 57444002-4016 -4 OHD PT 1: App= For installeuvuntramor DATE: DATE: �£•� rg ALL STATE ENGINEERING AND TESTING CONSU 1 4 t TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMIST -DRILLING- ENVIRO AL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305 -8 1 7443 0 0 '� 11 GG t ti PROCTOR COMPACTION TEST B Ya A STM n_1 �S7 'Date t a January 16, 2009 r Numbers 09 -0114 Client John Taggart Addresses 573 NE 102 Street Miami Shores Village, FL 33138 Plroject - S F.R. (Addition) 573 NE 102 Street Miami Shores Village, FL 33138 Address `ample,oe From job site ition ,-"Soiti Description Brown silica sand with coral rock Sampled by z Raza Rep trtea a: 1 or��; TEST RESULTS e; 09 -27 Pe- 01 The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T- 180 -C. llloistir' Nis Raza 5.2 106.3 7.1 111.1 8.3 112.5 10.8 107.8 , 110.3 tip i u Raza = 8.3 Qa � WQ t 112.5 ?? °D`1 '0.' , 110.3 rD� 106.9 idatu s ,s , 87.5% .5 /o Safnple .. Raza TestedBJ? _ Jose c, .e WQ Typed SJ's SP 116 114 112 110 108 106 104 102 MOISTURE MN UM NMI ME■ ■■■■■ ■■■■ MIME ■■■■ ■1111•rM■N ■'EMS■ ■■MI MEM ■E■■ MUM WWII MIN EOM MUM BIM Emma mama Emma NUM ■E■■■EMN ■■■■ ■■■■.... EME■■■II ■ME■ ■■■u uu m. ■r,■ ■M■■ •••• MOM ■E■■ ■ME■ WEE ■M■■ MINIM ■ME■ ■■■■ MUM ■M■■ ME■■ ■rim■ ■■■■ um nom morm ■ma/ m■■■ ■■m■ ■ ■� / ■ ■ ■ ■NMI ■■I■ ■ ■■N ■M■■ LIME NOM ■t•■ ma ma am •1111■ MM. ■■■N ■1111■ ■ ■■ ■NEE■ ■IE ■M ■■■■■■I ■EM■ EMU WIN MOM ...■MEIN EMI EM ■NMOM ■. ■I MIME IEEE ■■ ■ ■EE■■■■■■ ■■ ■O NUM ■E■■ ■M■■ ■ ■■N ■■M■ MEE■ MM■■ N■■■ MOM 1•1111111111111111111111 NOM MINI ■■■■■■■■MIME EMI NEEM■E■■■ ■ ■■ ism • •u•■ ■ ■ ■■I■■ M■■■ mum ••• mum ■■■M:■ ■M■.■■■ ■MOM NEE■,■■■■■■■■■■■■ •■■■NEMM■■■MIN mum ■■ ■■■EMM NUM M■■■ !7■■■■■■■ ■ ■ ■■MM■ Z.i\• ■I■■ MINN ■I■■ MOW 111.■■■•■■ ■aa■ N ■ ■ ■ MUM .....■■■ ■■■■M►■■■■■■ ■■■■ ■ ■ ■■ MOM ■E■■ ■ ■ ■■ ■■ME NEW ■ ■ ■ ■ ■■■ ■■MNNE■E NUM ■EM■ ■ ■■■NEE ■ LIMN ■ ■M■ ■ ■a■ alum maim ..mm MOM M ■MM■■VAMUM ■■■■ MUM ■•ri\ ■EM ■ ■M■■ ■ ■ ■ ■■ ■■MIME ■E■■■ ■M.■■■■M■■ ■■■■ ■■■m NUN 11111101111 MOM NM Ern WE ■■■■ ■ ■■■ IMO MEMO MN NM MIMI EMU MHO ■■■■'■■r ■ ■ ■•• Mil MIME ■ ■■M ■■M■ BMW MMM ■■■■■ ■M■■ ■■■■ MEN ■Eu■MEE■ WM MN EMU uM ■■ ■■■M■M■M MIME ■E■■ ■■■ ■ MUM Ern .... ■M ■M MUM ■■MN■■■■ 5 6 7 8 9 10 11 12 D R Y D T Y Respectfully submitted by, l Wdseem Quadri, P.E # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil otrdi ons in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering : testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. TESTING LABORATORIES- ENGINEERS- INSPECTION SERVICES - CHEMIST- DRILLING- ENVLROMENTAL SERVICES 2380 West 78th Street, Hialeah, Florida. 33016 - Phone: 305- 888 -3373 Fax: 305- 888 -7443 Field Density Test of Compacted Soils ASTM D -5195 ellen . A, John Taggart 573 NE 102 Street Miami Shores Village, FL 33138 S.F.R. (Addition) 573 NE 102 Street Miami Shores Village, FL 33138 _ w Orde P. Da e* . Gauge #Z 09 -0114 1/16/09 16407 :. Address; Prefect. ddress hone'No :. t WQ `_Typed By A tention P Raza slab�g .,« .. y{ ///�� § .. , kj 1°� i �.-�d .ski•* ^ _ i �_ .'�%3 `�Vl�at"s`"` i' �a'p✓3 09 -382 Density test by the footing Area at South wall of NE addition „ 09 -383 Density test by the footing Area at East wall of NE addition 12" 12" 09-384 Density test by the footing Area at North wall of NE addition 111.4 110.8 110.5 triti en F .1 ., ?e cr on o x _ w " ' Y Brown silica sand with coral rock :. 09 -382 09 -383 09 -384 t WQ `_Typed By 'Br Raza 1 iesdyy Raza i9ine : :... 8.3 ' Reported, :. 09 -382 09 -383 09 -384 t WQ `_Typed By SP 1 2 3 es e „ 12" 12" 12" 111.4 110.8 110.5 triti en F .1 ., ! � ld ( .' ' 99.0 98.5 98.2 /y/ /t�ytp an 'e #11-4 98% 98% 98% 10(1'01% p .; 112.5 112.5 112.5 Procto a = Y,...: , ; et o 09 -27 09 -27 09 -27 t7ptiinurn` Moisture )• : :... 8.3 ' Reported, :9 Jose Checked l By t WQ `_Typed By SP Respectfully submitted by, Wi eem Quadri, P.E. # 51481 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 LO'- a105 C�- 's�irtiS_ s� #3i Inspection Date: 11/25/2008 Inspector: Devaney, Michael Owner: Job Address: Project: TAGGART, JOHN 573 102 Street NE Miami Shores Village, FL 33138- <NONE> Block: Contractor: HEFFERNAN ELECTRIC INC rmit Type: Electrical - Residential Inspection Type: Final Classification: Addition /Alteration Phone Number (305)759 -8710 Parcel Number 1132060171000 Lot: Phone: 305 -757 -8380 Building Department Comments ELECTRICAL WORK FOR NEW ADDITION OF MASTER BEDROOM, MASTER BATHROOM, CLOSET SPACE AND KITCHEN Passed Inspector Comments CREATED AS REINSPECTION outside light by the PLEASE CALL HOME FOR INSP- 14670. add a switch and new sliding doors mdv OWNER. JHON TAGGART 786.514.8710 �J Failed Correction Needed 4 , ,/9/e________ ;iii/a/749, Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, November 24, 2008 Page 2 of 2 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION PROJECT #09981 BUILDING OWNER'S NAME TAGGART O.M.B. No. 3067 -0077 Expires December 31, 2005 For Insurance Company Use: Policy Number BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 573 NORTHEAST 102ND STREET CITY MIAMI SHORES STATE FL • Company NAIL Number 0000 • • ZIPCOE E • 3313g • • • •• 0 • • - - -.•0 • • PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) : • • •' LOT 22 AND THE WEST 1/2 OF LOT 23, BLOCK 93 OF "AMENDED PLAT OF MIAMI SHORES SECTION NO. 4" PB 15•12614,bADE COUIQTY RECORDS •••• • • BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL • • • •••• • • • • • • LATITUDE/LONGITUDE (OPTIONAL) (##° - ##' - ##.#tK' or ##.; HORIZONTAL DATUM: ❑ NAD 1927 ❑ NAD 1983 SOURCE: ❑ GPS ETyp01 ❑ USGS &iid Clap • • • • • SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION • • . . p Other. • 00 ... • 00 •• • • � 0000 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER VILLAGE OF MIAMI SHORES 120652 B2. COUNTY NAME DADE rk STATE FL 0••0 • • • 0• • • • - -•0 B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth offloodfrg) 12025C 0093 J 07 -17 -95 03-02 -94 X N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: 1E1 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ► No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ® Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate to document the datum conversion. Datum NGV Conversion/Comments N/A Elevation reference mark used DC Does the elevation reference mark used appear on the FIRM? ❑ Yes o a) Top of bottom floor (induding basement or endosure) 11. 0.0) o b) Top of next higher floor o c) Bottom of est trot zozr o d) A`1t1 ar a ( op of s ral member (V zones only) d/or equipment N/A . N/A . _ft(m) 9. 9 ft(m) N/A ._ft(m) g , '' 9.5 ft(m) 9.7 ft(m) 0 abble lj � -�e0 ent ings (flood vents) in C3.h 0 sq. in. (sq. cm) TiONi9 =SURVEYOR; ENGINEER, OR ARCHITECT CERTIFICATION ►1 No JAY KERI PSM #5721 STATE OF FLORIDA 09 -12 -06 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement ma be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME JAY KERI UCENSE NUMBER 5721 TITLE LAND SURVEYOR COMPANY NAME KERI LAND SURVEYING, INC. ADDRESS 1840 NO SIGNATU OAD 1 FEMA Form CITY PLANTATION DATE 09 -12-06 2003 See reverse side for continuation. STATE FL TELEPHONE 954-473-8010 ZIP CODE 33322 Replaces all previous editions • IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 573 NORTHEAST 102° STREET CITY STATE ZIP CODE MIAMI SHORES FL 33138 For Insurance Company Use: Policy Number CompanyNAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offidal, (2) insurance agent/company, and (3) building owner. COMMENTS ORDER #181 •••• • •••• •• • • • • • •••. • • • • • • •• • ❑ Check here if attachments • ' SECTIOW'E - BUILDIrl 1C 9ATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zgpg Nrd Zond',4 t4Jltt t BFE), eotinpletellems El through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR -F, Sect; aryiat be completed.. El . B IaliigiL agram Ifurntor. TSelectt the4ieildingdiagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately rersents the building provide a skitt p Qtograph.) E2. Theitclre'the bott4gtfltidrteluding 8'asement'or enclosure) of the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use Dqprij arpde, if availa6lr • • • • E3. Por Building Diagracrs - I h openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent grade. Complete items 63.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servidng the building is _ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in ace rdance with the community's fleodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local offidal must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offidal who is authorized by law or ordinance to administer the community's floodplain management ordinance can oomplete Sections A, B,. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C wastaken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community offidal completed Section E fora building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPUANCE/OCCUPANCY ISSUED G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (induding basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: •(m) -• _ft(m) Datum: Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS TITLE TELEPHONE DATE ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions BOUNDARY SURVEY BY • i 1840 NORTH PINE ISLAND ROAD PLANTATION, FLORIDA 33322 PHONE (954) 473 -8010 FAX (954) 4734020 CERTIFICATE OF AUTHORIZATION #LB7086 EMAIL: SERHANDSURVETING@YAHOUCOM c® LEGAL DESCRIPTION: LOT 22 AND THE WEST 1/2 OF LOT 23, BLOCK 93 OF 'AMENDED PLAT OF MIAMI SHORES SECTION NO. 4' ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK 15 AT PAGE 14 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. NOTICE LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THE SURVEYOR FOR RIGHTS-OF-WAY AND /OR EASEMENTS OF RECORD. THEREFORE, ONLY THOSE RIGHTS-OF-WAY AND EASEMENTS SHOWN ON THE REFERENCED PLAT ARE SHOWN. w IMOMEAM §EP 3 2006 IJ B Yo U`6 WOOD POLE FOUND`! ..____________. ...__._______ IRON PTA.. —: NO ID Lr 0.50' 4.5' CHAT LINK FENCE 9' PIPE 96.) N 25.007 14.04' CONCRETE BLOCK WALLS UP TO TIE BEAM FINISHED FLOOR ELEVATION TO MATC l 14. /9W ST RESIDENCE 4573, .15. • sue. 0.50 x xx 5.71' 0 0. 14.08' 24.07' 4' CHAIN LINK PENGE f I ,3; £1 l.ty' O WEST 1/2 LOT 23. STACK 83 FOUND 1/2' fh" IRON PIPE NOD • 'S' CONCRETE Wi . 7500' ^.:, Miami Shores Village APPROVED T ®Y ZONING DEPT 25.00' FOUND 1/2' MO . k/Aim•II'fllGf t 77.75' • :NOi45T I03RDEf • • • ?•••• • AATI sT 102N4 PICT LOCATION SCETCH NOT TO SCALE o_• z • • • NOTES I) ELEVATIONS, IF SHOWN HEREON, ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1 929. 2) UNDERGROUND IMPROVEMENTS AND /OR UNDERGROUND ENCROACHMENTS NOT LOCATED OR SHOWN. 3) BEARINGS /ANGLES SHOWN HEREON REFER TO THE ABOVE MENTIONED PLAT OR LEGAL DESCRIPTION. 4) ROOF OVERHANG NOT LOCATED UNLESS OTHERWISE SHOWN. 5) THIS SURVEY 5 FOR PERMITTING PURPOSES ONLY. 6) REASONABLE EFFORTS WERE MADE REGARDING THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES. THIS FIRM, HOWEVER, DOES NOT ACCEPT RESPONSIBILITY FOR THIS INFORMATION. BEFORE EXCAVATION, CONTACT THE APPROPRIATE UTILITY COMPANIES FOR FIELD VERIFICATION. 7) ALL BEARINGS /ANGLES AND DISTANCES SHOWN HEREON ARE BOTH MEASURED ON THE GROUND AND RECORD (AS PER PLAT) UNLESS OTHERWISE SHOWN. 8) THIS SURVEY 15 CERTIFIED EXCLUSIVELY TO: JOHN M.TAGGART VILLAGE OF MIAMI SHORES 9) io DENOTES EXISTING GRADE ELEVATION. YI I14 4It "SPOT SURVEY LOCATED SEPTEMBER 12, 2006" "ADDITIONAL ELEVATIONS ADDED FEBRUARY 12, 2006'• CERTIFICATION: I HEREBY CERTIFY THAT THIS SKETCH OF SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER "G I G 17 -G, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. 'NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLO' ' ; I FE55IONAL SURVEYOR AND MAPPER.' 9364,9 z Y KERI MIRE DAM NAL SURVEYOR AND MAPPER NO. 5721 STATE OF FLORIDA FLOOD INFORMATION FLOOD ZONE: X [BASE FLOOD ELEV.: WA COMMUNITY PANEL # 1 20652 0093 J BUILDING DIAGRAM NO. 1 1 MAP DATE: 03 -02 -94 LOWEST FLOOR ELEVATION : 1 I.6 rtti GARAGE ELEV.: 9.9 ttt I 1 SITE ELEV.: AS SHOWN ' CLIENT: TAGGART PROJECT NO.: 08203, 08472, 09981 SURVEY DATE: JANUARY 5, 2006 573 NORTHEAST 102ND STREET MIAMI SHORES. FLORIDA 33138 SCALE: 1° -25' ,. FILE: TAGGART JOHN ■ AVN, BESTRUSS • • ••• • ••.•• • • • • •• •• .• • • • • • • • • • • • ••. • • • • • • • • • • • ••• • • • • •• • . • • • • •• • • • ••• • •'• •• • • • '.Cdtehi TRACT # 90s 4 ••• oo oo o • 0000 o ••• •• ENGII�f�ERING PACKAGE 7035 SW 44th MIAMI, FL 33155 PH: (305) 667 -6797 FAX: (305) 667 -0592 1- 800 - 273 -1034 CONTRACTOR: R -i. Saiu «c ADDRESS: 5--73 ?4 S , f • SALES PERSON: C PREPARED BY: • JOB # IO1IA DWG # 121 ENGINEERING DATE: ID P06- -o, ONE SET '1 COPIES, RECEIVED BY: DATE: PRINT NAME: OK TO RELEASE ENGINEERING. I a @MgV7 III X DATE: Et OCT 2 3 2066 NOTE: THIS ENGINEERING 1S VALUABLE!! BY: ADDITIONAL CHARGES FOR EXTRA COPIES AND /OR REPLACEMENTS!! REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MAKE TO THE SELLER PRIOR TO INSTALLATION!! Miami Shores Village Building Department. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION 41 ",n FBC 2004 Permit Type (circle): 44-7 pr c 'J Z7 1c' Permit No. Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) J 7 7 e Phone # 7.5 / 0 87/6 Owner's Address`s d City / .z /Z- State Tenant/Lessee Name Zip 33 33 Phone # Job Address (where the work is being done) 571 , / 2 City Miami Shores Village FOLIO / PARCEL # County . Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name 0° /®, 1ek eg g: //'d „acrfrg. Contractor's Address / V , Y City lig State re- Qualifier Name State Certificate or Registration No. at-CAD 64/e( Architect/Engineer's Name (if applicable) Phone # 7 3414-0 Zip 33/31 Phone # , or: 70, 7714 d Certificate of Competency No. Phone # Value of Work For this Permit $ 40/ b (i0 Square / Linear Footage Of Work: Type of Work: o ddition DAlteration ['New Describe Work: "Lb/ /& f .. /fie .- ❑ Repair/Replace D Demolition r* * ** * * ** * * * * ** *** * * ** **, tit* * * * **** ***** Fees****; r********* *** * * *** * ** **. * * * *** **** ** * ** ** Submittal Fee $ 2-•:)` ° © .Permit Fee $ 1 2.00 d- — CCF $ 2- 4 - 00 . CO /CC) . 00 . Notary $ Training/Education Fee $ 8 • CO. Technology Fee $ ^° Scanning $ 1 W. 00, Radon $ 2 .2- 1 . DPBR $ 2- -211 Zoning $ and $, 300 - Code Enforcement $ Double Fee $ Structural Review. $ • 00,`°1' 6 a Mme. f r- Total Fee Now Due $ 1 1 4Z See Reverse side -+ Z Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoin day of Owner or Agent trument was acknowledged before me this �3 ,20436,by ��..1 .e , who is per ®lv known to me or who has produced As identification and who did take an oath. NOTARY P r t IC: Sign: Print: My Commission * * * * * * * * * * * * ** Signature Contractor The foregoin.. instrument was acknowledged before me this 03 day of " ' ' 20 ee , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commiss *** * * * * * * * * * * * * * * * * ** * * * ** * * * * * * ** ** 1 "1 ;- 101,4: APPLICATION APPROVED BY: (Revised 02108106) * * * * * ** Plans Examiner V Engineer Zoning 1 Miami Shores Village g Put 2 �n hold Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING FOMEWM PERMIT APPLICATION APR 1 2006 FBC 2004 BY N Permit Type (circle Building Electr P' umbing Mechanical Roofing Owner's Name (Fee Simple Ti e o der) J 0 /2 /) 6 6 /)/Z rphone # :70 c 75-5 g >/ & 575 '6 j a J_, S' i ry State l %/ Zip 3 3 / 3 �3 Permit No. act - 9 ,3� aster Permit No. Owner's Address City /1/S Tenant/Lessee Name Phone # Job Address (where the work is being done) ST p (1.- lo- sj City Miami Shores Village County . Miami -Dade Zip 1 3 S FOLIO / PARCEL # Is Building Historically Designated YES NO K. Contractor's Company Name (} 4`� Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) 1 ' F4 hone # �+� Z ` -103 1 Value of Work For this Permit $ Type of Work: Describe Work: �o L/ UUI� Square / Linear Footage Of Work: 9 y/ Sly ddition `jAlteration ['New 0 Repair/Replace ❑ Demolition t* * :** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $Z . 00 Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ $ Scanning $ Radon $ DPBR $ Zoning Bond $ Code Enforcement $ Double Fee $ Structural Review. $ b 0 . ?5. 0 r 100 d ®t3 Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address o- City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S ANEIDAVIT:. 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 V /7 ( f Signature Owner or Ag Contractor The foregoing instrument was acknowledged before me this 7/ The foregoing instrument was acknowledged before me this day of f 20 ��Q, by ��e �'°� �a n who ispersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * ** day of , 20 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: et b, LOIS E. LINDLEY '. 1., MY COMMISSION N OD 361851 * **&Xi#�43 CEO@&* 1. @onded Thru Nemry PubNc Underwriters APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: *** * **** * ***** * * ** ** **** * ** *, rat **** * * ** * ** ****** * * ** PO,f 54o/0 541, I. Plans Examiner Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 5E i M E V M1 Permit No 00 -- P �S PERMIT APPLICATIO OCT 2 a 2006 g Master Permit No. FBC 2004 BY: Permit Type (circle): Electrical} Plumbing Mechanical Roofing TF\Ei f2 Phone # Owner's Name (Fee Simple Titleholder) Owner's Address City State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 5-7 3 , . ! V 2 5'!- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration [New ❑ Repair/Replace ❑ Demolition Describe Work: 05 ** *, ***** **** ** ** ** * **** * * * * *** * *** ** ************* * *** * * ** * * ** ***** ** * ** * ** * * **** Submittal Fee $ Permit Fee $ • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ ° Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated,. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02108/06) Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. / / /hl a 2,34:7M STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 575 /O " 2. Description of improvement: lc 111111111111 11111111111111111 CFN 2006R0679648 OR Bk 24654 Ps 206?; (1 ) RECORDED 06/21/2006 14:47:09 HARVEY RUVIHP CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 3. Owner(s) name and address: i f zZ 573 ,ve" zoz 39. Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: DC lrc►s ; G l t o M !'7''` P', r- ReirAz. Ca 33 138 5. Surety: (Payment bond requir �b by owner from contractor, if any) Name and address: • A ///�4 Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 a 7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Stat tes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differe .te i`.pecified) Sign. !re of Owner "Print Owner's Name Sworn to and subs Notary Public Print Notary's Na My commission 123.01 -52 PAGE 4 8/02 Prepared by/,/K %d' ,vm , 2066. Address: , Re-144 3.7gg STATE OF Fi_ DRIDA, COUNTY OF DADE 1 HERESY CERTIFY that this is a true copy offthe A D 20.-___.__-. WITNESS try ,ni iwd Mir' i' Seal . hurts HARVEY RJ -E1 'mutt and County PERMIT # R.0 CONTRACTOR: T B, A Sl3MITTAL DATE: E 7,006 RESUBMITAL DATES: ( 0 1Z3)cico PROJECT TYPE: rT ZONING Sh FIRE Ok )24/ ;i'_ 6'/ /O STRUCTURAL ,eiorr ELECTRIC, L , ®/ IMPACT FEES 4� /2 MECHANICAL V HRS /DERM n l A NOC - ;AN IXPLI CAT ION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.'} PLUMBING ELECTRICAL MECHANICAL ITEM 3ATH TLB 31DET 3ISHWASHER )ISPOSAL )RINKIFG FOUNTAIN FLOOR MAIN GREASE TRAP INTERCEPTOR LAVATORY LAUNDRY TRAY CLOTHES WASHER SHOWER SINK, POT /3 COMP. SINK, RESIDENCE SINK, SLCP TEMPORARY WATER CLOSET URINAL WATER CLOSET INDIRECT WASTES WATER SUPPLY TO: A/C UNIT FIRE SPRINKLER 'HEATER -NEW INST. HEATER- REPLACE LAWN SPRINKLER -WELL SWIMMING POOL WATER. SERVICE SEWER CONNECTIONS UTILITY -SEWER UTILITY -WATER SEPTIC TANK RELAY DRAINFIELD, 4 TILE/RES. PUMP & ABANDON SEPTIC TANK SOAKAGE PIT CU. FT. CATCH BASIN DISCHARGE WELL DOMESTIC WELL AREA DRAIN 1OOF INLET ;OLAR WATER HEATER 'IRE STAN:PIPE IDOL PIPING .AWN SPRINKLER SYSTEM: AS MICE UNIT FEE ITEM SWITCH OUTLETS UNIT FEE ITEM SPACE HEATERS UNIT FEE LIGHT OUTLETS CENTRAL HEAT U43 RECEPTACLES SERVICE TEMPORARY SERVICE SIZE IN AMPS A/C (WIN)) A/C (CENTRAL) DUCTWORK SERVICE REPAIRAETER CHANGE REFRIGERATION APPLIANCE OUTLETS RANGE TOP OVEN WATER HEATER MOTORS D- 1 FP PROCESS AND PRESS PIPING UNDERGROUND TANKS ABOVE BOUND TANKS U.F. PRESSURE VESSELS STEAM BOILERS MJTCRS OVER 1- 3 FP MOTORS OVER 3- 5 FP MOTORS OVER 5- 8 FP MOTORS OVER 8- 10 FP MOTORS OVER 10- 25 FP MOTORS OVER 25-100 FP ) JTORS OVER 100 FP A/C WINDOW AIR CONDITIONERS HOT WATER BOILERS MECHANICAL VENTILATION TRANSPORTING ASSEMBLIES ELEVATORS/ESCALATORS FIRE 'SPRINKLER SYSTEMS COOLING TOWERS VIOLATION RE IINSI?ECTJON ' STRIP HEATER GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS GENERATORS TRANSFORMERS SPECIAL PURPOSE OUTLETS COMMERCIAL SIGN TLBES • SIGN TRANSFORMERS SIGN TIME CLOCK F I XTI.RES ANTENNA TELEVISION OUTLETS VIOLATION RE INSPECTION E:TER SET (GAS) :AS PIPIT: