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RC-06-384 (2)Inspection Date: 04/08/2008 Inspector: Grande, Claudio Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: ALTERMAN, RICHARD Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Block: Phone Number (305)759 -3460 Parcel Number 1132050250050 Lot: Phone: 305- 759 -3460 Building Department Comments EXPANSION OF EXISTING BEDROOM BATHROOM. NEW DOORS AT FAMILY KITCHEN CABINETS, NEW FRONT ENTRANCE, AND RAMP. AND EXISTING ROOM, NEW STEPS 16% Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Monday, April 7, 2008 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Contractor FLORIDA PROFESIONAL SERV LTD CO ON183A03 3A113 3108d Odd HM - ONlallfl8 dO 30Vd NO a3N31sVd FWM dVld N33nosu► 39031 3AI13310dd .113c .. L "ON MIOV9 ..B L x .21. 'N8H 3aV1N 38 111M NO1133dSNI ON HO SaOH13IN ONIMO110J 3H1 10 3NO A8LBO1' 3H1 A0 3HJ. NO a3ArldSIa 38 Ism aHVO 11Wa3d SIHI Wr- DISPLAY THIS CARD ON FRONT OF JOB MIAMI SHORES VILLAGE PERMIT # DATE AU6 18 2 OWNER ADDRESS I CONTRACTOR PERMIT TYPE "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 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." NO INSPECTION WILL BE MADE UNLESS PERMIT CARD IS DISPLAYED AND APPROVED PLANS ARE READILY AVAILABLE INSPECTION CO WORK MUST BE COMPLETED PRIOR TO REQUESTING INSPECTIONS 24 HOUR NOTICE FOR ALL INSPECTIONS Work is allowed Monday through Saturday 7 :30 A.M. to 6:00 P.M. No work is allowed on Stnayy or.I okays 4 FINAL STRUCTURAL wilitiZra 9 lirifffi j , ° Q Fl� .9'i?}' f J f S� d L�3'�. VelAkTIEJ maim illilliAlril .F Sbg4 ".. .. , ., • Work is allowed Monday through Saturday 7 :30 A.M. to 6:00 P.M. No work is allowed on Stnayy or.I okays 4 FINAL PLANNING & ZONING ..................._.... FINAL FOR INS' . CTIONS CALL 305 -7 -2204 INSPECTION REQ E STS ARE ACCEP ED DURING THE HOURS OF 8:30 A 3:30 P OR INSPECTIONS THE FOLLOWING BUSINESS DAY. tki CERTIFICATE OF OCCUPANCY MUST BE SECURED BEFORE THIS BUILDING CAN BE USED FOR ANY PURPOSE DO NOT REMOVE THIS CARD BEFORE COMPLETION OFFICE PHONE NUMBER: 305 - 795 -2204 R1 Mw�eicn, Miami Shores Village ei310(0 1 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 :A El 400Z 93J L L EMEI FECI BUILDING MEWE Permit No. _ W -T • PERMIT APPLICATION FEB �� Master Permit No. FBC 2001 BY : ° Permit Type (circle): Electrical Plumbing Mechanical , Roofing Owner's Name (Fee Simple Titleholder) ea< 414eem44.0 Phone # Owner's Address L, Z. 41 /46 l0 L "r $7koar City l per; d4JC&iJ State ;k� Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) / 2.°41 de.' /01st OW2= City Miami Shores Village County Miami -Da Zip Is Building Historically Designated YES NO Contractor's Company Name feVetekt tf rpo•ve* lTd Contractor's Address /00 ,%4j 8 7 vcf'/: ' City Q great State Qualifier 4429 #9"/ Phone # 3 ©,s ., 7r 354‘° Zip 33/38 State Certificate or Registration No. Ci3G clow0 Certificate of Competency No. Architect/Engineer's Name (if applicable) nal K C. h t d Phone # 3i5 154 -Z318 $ Value of Work For this Permit Type of Work: Describe Work: Square Footage Of Work: 33 C( Iteration ew ■ Repair/Replace ❑ Demolition f� _ apiLmo AWL/ d W aoet� 7 al a Kvu) KlrokQy,, maullovi 1 �u Y sTr ° Yana. c_1( z_Cfp * *** * *.b ., =--- .“.... * *, * * * *, Fees ** * * * * * * ** * * * * * * ** * * * * * ** * * * ** Submittal Fee $ 7. O f) Permit Fee $ -4 , d / SAO 0 . c', CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ � 00 'f 5'd • 0) N100 • Utz Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mort ge sLender. )Paine (if 4 plicable) '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 day of 21X16. , by rei v1/4/ who is personally known to me or who has produced NOTARY P Sign: Print: As i ntification s ho did take an oath. Contractor The foregoing instrument was acknowledged before me this 27 day of iA , 20� , , by who is personally kno to me or who has produced denti y ation and wh . id take an oath. NOTARY PUB Sign: Print: My Commi s My Commission Expires: ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: chc 05/13/03 d * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR iami Shore3 e 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 DEVELOPMENT ORDER PZ06 -0323 -10 Property Address: 1247 N.E. 101st St. Applicant: Rick Alterman (Owner) Address: 1247 N.E. 101st St. Miami Shores FL 33137 Agent: Mark Campbell Address: 373 NE 92° St. Miami Shores FL 33138 Whereas, the applicant Rick Alterman (Owner) has filed an application for site plan review before the Planning and Zoning Board on the above property. The applicant sought approval as follows: Site Plan Review, Sec. 600, Site plan approval: carport enclosure and addition. Whereas, a public hearing was held on May 25, 2006 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, fmds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: 1) Applicant to obtain a building permit before commencing work. 2) Applicant to meet all applicable code provisions at the time of permitting. Additionally, the applicant must, satisfy all applicable Miami Shores s Village Codes, Miami -Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 25th day of May, 2006 by the Planning and Zoning Board as follows: Vice Chairman Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Yes Chairman Fernandez Absent (0 ) -09 Date Page 2 of 2 FROM :MARK A CAMPBELL ARCHITECTS FAX NO. :305 758 7666 Jul. 19 2006 09:a7AM P1 07/i7 14tO9 MIAMI SHORES UI1L'r' - - -- ----------- - - - - -- -- - - - - -- '�. 5r' ± r NO. 975 pool JUL 2 8 M e Y: - -- Miami Shores Vigage Building Department 10050 N, . 2Th' Avenue, Maul Shores, Fl 33136 Tel: 303- 79,5 -2204 r Fax 10S.7564072 S, 14 • X16 s�!.:.,ut u.1.; • MATILOXAffaxasaragannaoltWINER I (We) have been retained by (hullo of owner/ ee1t) j Qw !�(, • • Special Imps' es under the Florida Building at the. T� (ad s •• • I -1 �� >�_ ;�� d .Miemi*Sba es of –z�- -_ �'�', ..- ..-.,� °- (date): • • • • •' 'Tama reg d'Architect or ?'r fees anal Engineer licensed jr) the State of Florida, • • • • PO...� NuioiER : •• •• • • , • • • • • XS i? iffector for Reinforced Unit M 'Yo FBC 2122.4 ��i • } • • Specs Jpeotar for Trus over 3 S Ft. Long or 6 Ft, High, FBC 2319,172.4.2 • * • A, Speeiel4aapeetor for Steel Connections, FBC 2218.2 .. • • . D • Spa etet inspector for Soil Compaction, FBC 1820;3.1 • '...Cl'Speoial�r for Precast Units esc A.ttachtnente, PBC 1927.12.2 • Ci•Speciaal Inspector for Pilings, PBC 1822.1.20 Q Special Inspector for The following individuals(e) staployed by this this or me aro authorized to perform inspections, l.. W 6 0 c6fi 7 .2. 3. t, (wb) Withstand that ti assist Inspector bins leg for malt Wilding aust be Jn a ebnva,lpsL laoaNn on the Site for reference the Miami Department Inspeotor. Amaadaoosy , 4s requited by the Florida Building Code, must be pecthrmed fry Mtfent Shoes, Tho building Inspeetloab mutt bee ailed for ell anandatpry Lotion fi pralpasperntweidbl' life Spaeda)%titer hired by stye Owner WV lajail#140 the mandatory hatfowspufornted by dire Depewlm j,t FuRhet, apon completion of the wort uad* oaoh > Permtk 1 a+BI ea. to the Mani Shoos Banding Department stem time. belief amid prof odor J d*o Futon dem proieot outlined above meet the intent of the Florida Building Code and (e i substantial a000tdanoe with din approved plans, geoper/Arehitcet I o m M t 1oS �P F Name, (print) Address qCIS—VrN+tO ekdki0 SOLk 1� 3 phone No, 11 I . F14rid�1 Licanae No: 0 3O�� FORM 600A-2004 . . ... . . ... • • _ • • • ... EerVyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Oommun ;ty Affairs Residential Whole Building Performance Method A Project Name: ALTERMAN RESIDENCE. Builder. Address: 1247 N.E 101TH STREET Pern iitirg Offit:e: MIAMI City, State: PAIANII SHORES, FL 060004000 Permit tsbilr: Owner. Jurisdiction Number: 232600 Climate Zone: South 1. New construction or existing Addition — 12. Cooling systems 2. Sin . r family or multi - family Single family — a. Central Unit Cap: 18.0 kBtulhr — 3. Number of =its, if/milli-family 1 _ 4. Number of Bedrooms 1 — b. N/A AMY i f — 5. Is this a worst case? No — — 6. Conditioned floor area (112) 577132 — 7. Glass type 1 and area: (Label regd. by 13- 104A.5 if not default) a. Ufactor. Descriplion Area c. N/A — c _ — 13. Heating systems (or Single or Double DEFAULT) 7a. (SnE18' Default) 120.0 IP - b. SHGC: a. Electric Strip �� 1 — t . s P: i 0I _ or Clear or Tint DEFAULT) 7b: a b. NIA =' 8. Floor types S lab -On -Grade Edge Insulation R -0.0, 106.0(p) ft — b. N/A _ c. N/A — — c. N/A _ 14. Hot water systems 1M@TE bf %.' 9. Wall types a. Concrete, bat Instil, Exterior R----3.0 451.0 > - a. N/A JUN 2 2006 — II - b. N/A — c. N/A _ b. N/A — — d. N/A — e. N/A — c. Conservation credits BY - ° °" (HR-Heat recovery, Soler 10. Ceiling types — Di3F- Dedicated heat pump) a. Under Attic 11 =19.0, 577.0 tz 15. HVAC credits R.cO(0 -334_ PT, — b. N/A — c. N/A — (CF- Ceiling fang, CV -Cross ventilation, HE-Whole house fan, 11. Ducts — a. Sup: Unc. Ret Unc. Alt Interior Sup. R 6.0, 25.0 ft b. N/A — PT-Programmable Thermostat, MZ C- Multinme cling, MZ-H Multizone heating) Iass/Flodr 0.21 Total as -built points: 6057 Total base points: 6566 PASS 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 Florida Statutes. BUILDING OFF DATE: 1 Predominant gds type. For actual glass type and arm, sae Summer & Winter Glass output on EnergyGaugt® (Version: FLRCSB v4.0) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com PERMIT # 1 C O(:3, CONTRACTOR: ELECTRICAL FORM 600A -2004 • •: ' •'. : • Ehe'rpeauge® 4.0 SUMMER CALCULATIONS: :: : •" Residential Whole Building Performance Method A - Details . . . . . . . . . . • • .• • . • • . • •. • • • • • • . . . • IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000 -0b00 • 'E 171IT #: • •• • • • .• • • • .• BASE GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 577.0 3'1.50 3375.5 Single, Clear N 4.0 6.0 84.0 36.46 0.79 2406.8 Single, Clear W 4.0 6.0 36.0 70.53 0.67 1688.4 I As -$ullt Total: 1200 4995.3 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 Concrete, int twirl, Exterinr Exterior 450.0 2.70 1216.0 3.0 450:0 2.70 1215.0 Base Total: 450.0 1215.0 As -Built Total: 4500 1215.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: CEILING TYPES Area X BSPM = Points Type 5.0 0.0 R Value Area X SPM X SCM = Points Under Attic 577.0 2.80 1615.6 Under Attic 19.0 577.0 3.72 X 1.00 2146.4 Base Total: 577.0 1615.6 As -Built Total: 577.0 2146.4 FLOOR TYPES Area X BSPM = Points Type R Value Area X SPM = Points Slab 106.0(p) -20.0 - 2120.0 Slab -tin -Grade Edge Insulation Raised 0.0 0.00 0.0 0.0 106.0(p -20.00 -2120.0 Base Total: 2120.0 As -Built Total: 106.0 - 2120.0 INFILTRATION Area X BSPM = Pants Area X SPM = Points 577.0 18.79 1084t8 577.0 18.79 10841.8 Summer Base Points: 14927.9 Summer As -Built Points: 16178.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 18000 btu I ,SEEvEFF(12.0) Ducts:Une(S),Unc(R),ut(AH).89 a(84S3 16179 1.00 (1.07 x 1.165 x 0.90) 0.284 0.950 4913.7 14927.9 0.4266 6368.2 16178.5 1.00 1.125 0.284 0.950 4913.7 EnergyGaugeTm DCA Form 600A -2004 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 • : °: • • • DellfrGauge@ 4.0 • • • • • • • • ••• • • • WINTER CALCULATi048 Residential Whole Building PerformarFp.hileto - Retails a • • • • • • • • • • • • • • • • • • • • • • lb Mb ADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000-0b00 '15040111-#:' • • • • • • • • • • • • • BASE GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area .18 577.0 236 245.1 Overhang Type/SC Ornt Len Hgt Area X WPM X WOF = Point' Single, Clear N 4.0 6.0 84.0 6.03 0.97 493.8 Singts. Clear W 4.0 6.0 36.0 549 1.02 200.8 As-Built Total: WALL TYPES Area X BWPM = Points 120.0 604.61 Type R-Value Area X WPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 450.0 0.60 270.0 450.0 270.0 DOOR TYPES Area X BWPM = Points Concrete, int insul, Exterior As-Built Total: 3.0 450.0 1.20 540.0 450.0 540.0 Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 �G Base Total: 0.0 0.0 CEILING TYPESArea X BWPM = Points Under Attic 577.0 010 57.7 Base Total: 577.0 57.7 FLOOR TYPES Area X BWPM = Points As-Bulit Total: Type Under Attic As-Bullt Total: Type Slab 106.0(p) -2.1 -222.6 Raised 0.0 0.00 0.0 Base Total: -222.6 INFILTRATION Area X BWPM = Points 577.0 Winter Base Points: -0.06 -34.6 315.6 Slab-On-Grade Edge insulation As-Bullt Total: 0.0 0.0 R-Value Area X WPM X WCM = Points 191) 577.0 0.14 X 1.00 80.8 577.0 80.8 R-Value Area X WPM = Points 0.0 106.0(p -2.10 -222.6 106.0 -222.6 Area X WPM = Points 577.0 -0.06 -34.6 Winter As-Built Points: 1058.2 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 - Points) (DM x DSM x AHU) 315.6 0.6274 198.0 (sys 1: Electric Strip 17060 btuti ,EFF(1.0) 0ucts:Unc(S),Unc(R),Int(AH),R6.0 1058.2 1.000 (1.099 x 1.137 x 0.91) 1.000 0.950 1143.1 10582 1.00 1.137 1.000 0.950 1143.1 EnergyDaugeT'a DCA Form 600A-2004 PDF created with FinePrint pdfFactory Pro trial version www.pdffactorv-odm FORM 600A -2004 . • .:. 1♦ti ',Gauge® 4.0 • • WATER HEATING & CODE COMIkIANCEStATUS Residential Whole Building Performan• • ce • • • • hdethDd A - Qet jls • • • • • • • • • • • ••.•. • . • • • •••• IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000 -fli100 • •'PERMIT #: • - • •• • • BASE • •• ••S •• io .0: WATER HEATING Number of X Multiplier = Total Bedrooms Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2273.00 0.0 As -Built Total: 1 1.00 2273.00 1.00 2273.0 0.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hoot Water = Total Points Points Points Points 6368 198 0 6566 4914 1143 0 6057 EnergyGaugeTm DCA Form 600A -2004 PASS PDF created with FinePrint pdfFactory Pro trial version www.pdffactorv.com FORM 600A -2004 • • ••• • •• •• • • • • • • • • • Code Compliance CMeckHsf . pergyGauge® 4.0 • • • • • • • • • • ••• Residential Whole Building Performance Methpd p - QetQils • • • • • • • . • • • • •• • • • • • • •• 1 • • • • • • • • • IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000- O000�' 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • • "PERMIT #: • • • • • •• • • • •• ••• •• COMPONENTS Exterior Windows & Doris erior & Adjacent Waifs SECTION 606.1.ABC.1.1 606.1.ABC.1.2.1 QUIREMENTS FOR EACH TICE • • Maximum:.3 c fm/sq ft. window area .5 eftnialt CPC gasket, weatherstrip or sew between windossidoccs ners, surrounding foundation & wrath sole or sip plate; juts between exterior wall panels at carters, utility penetrations; between wall panels & •tonbottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous Infiltration barrier is installed that extends Crcun, and is sealed to, the foundation tot the top ply • • • • • • • • • • • Flows .1 ..1.22 Ranetmtionskipenings >118 sealed unless backed by buss or joht m EXCEPTION: Formations where a continuous infttraft nt barrier is (installed that Is sealed to tire peimaeter, penetrations and suns. logs ., .1 ,:: . , gs; penetrations of ceiling plane t; top floor; around shafts, chases, soffits chimneys, cabinets sear to continuous air barrier; gaps in gyp board & top plate; mac access. F_X EPTlON: Frame ceiings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations , and seams. R ype w h no penetrations, sealed; or Type IC or non-1C rated, installed insiders sealed box with 1/2" clearance & 3" fium insulation or Type IC rated with <2.0 ditto form conditioned space, tested. 1 J Multi-story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration r 606.1.ABC.1.3 Exhaustians vented -to outdoors, dampers; combustion space heaters comply with'NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be [net or exceeded by ail residences.) COMPONENTS Water Hermes SECTION REQUIREMENTS 812.1 Comply with efficiency requirements in Table 612.1 J2C.3.2 Switch or clearly maded circuit breaker (electric) or cutoff (gas) must be provided. External cc buifian ',eat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar' heated). Non-commescial pools must have a puma timer. Gas spa & pool heaters must have a r lnimum thermal efficiency of 78 %. CHECK J Shower heads 612.1 Weiss flow must be restricted to no more than 2.5 gattans per minute se.80 PSIG. Air Dishibution Systems 610.1 All ducts, tangs, mechanical eguipmert- plenum chart e5 shall be mechanically attache, sealed, iirsulabsd, and installerd in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 nun. insulation. HVAC Controls nsutatien 7.1 Separate readily accessible manual or automatic thermostat or each system. 604.t 602:1 Ceilings" -Mir. R -1'9. Common walTs ram a R -11 r CBS R- 3lrodtr sides, Comma ceifing & floors R-11. EnergyGauge °A° DCA Form 600A -20 EnergyGaugeS/FlaRES'2004 FLRCSB v4.0 PDF created with FinePrint factory Pro trials version www.odffactory.com ENERGY PERFO DISPLAY C CE �LE��•(�L) • • • • • .• • • • •• •• • • •• • • • • • • ESTMIA'tED ENERGY PERFORMANCE SCORE* = 87.0 The higher the score, the more efficient Vito/two • 1247 N'! E 1QITH STREET, MIAMI SHORES, 'FL, 0001 1. New constriction or existing 2. Single family or family 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (i12) 7. Glass type1 and area: (label regd. a. U-factor (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insolation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A 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: Une. AH: Interior b. N/A Addition Single family 1 No 577 ft2 by 13 -10443 if not default) Desorption Area 7a. ( Sngle Default) 120.0 112 7b. (Clear) 120.0112 - R11.0 106.0(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. N/A R =3.0, 450.0 112 _ b. N/A • •• ••• ••••• •••• •••• • • •• ••• •• • • • ••• _ c. Conservation credits (HR-Heat recovery, Solar DHP-Dedieated heat pump) R= 19.0, 577.0 ft2 - 15. HVAC credits - (CF- Ceiling fan, CV -Cross ventilation, - HF Whole house Vin, PT-Programmable Thermostat, Sup. R=6i1, 25.0 ft _ lute, -C Multizone cooling, - M'Z H Multizone head; e has complied with the Florida Energy Efficiency Code For Building ve ergy saving features which will be installed (or exceeded) - "a new EPL Display Card will be completed Address of Neap -Home: 1 Z 'lt 441 .1 a l Date: 6 v6 City /FL Zip: - 3/ 116 • • • • • • • Cap: 18.0 kBtu/hr _ SEER: 12.00 _ Cap: 17.1 kBtu/hr _ COP:1.00 - PT, - "NOTE: The homes estimated energy performance score is only available through the FLA/RES computer prograrn. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaW designation), your home may qualify for energy efficiency nsortg age (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/6381442 or see the Energy Gauge web site at fsec.ucf eds 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 artas, see Summer & Winter Glass output on plages 2&4. FnergyGauge® (Version: FLRB v4.0) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. REYES- GAVILAN Consulting Engineers,Jnc. 16252 N.W. 79 Ave Miami Lakes, FL 33016. Tel :(305) 828 -5205 Unit/ Area sewed: A11U -1 1"1hM SOLAR SHADE T. AREA BTU/L1R .................. ................. N. Glass 37 x x = 3108 NE. Glass 66 x x - 0 E. Glass 91 x x<3 = 0 SE. Glass 82 x x:.;:.; :.:............ = 0 ................. .................. S. Glass 56 x x = 0 SW. Glass 82 x x = 0 ................. W. Glass x 37 x = 1332 NW. Glass 66 x x :............. - 0 Horr. Glass x x = 0 T. Glass area = 120 Subtotal = 4440 HEM AT U T. is REA BTU/li1R .................. Partition 13 x 0.09 x `< 50 = 175.5 Roof 48 x 0.05 x = 1384.8 ................. .................. ................. .................. Floor 13 x 0.17 x > >5 = 1275.2 Ceiling x x = 0.0 Subtotal = 2835 TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS HEM Walls Roof Floor Glass Ventilation= 1.1xDTx4 = Partition TOTAL KW = 12468 Btu/Hr = 16208 BtufHr T. AREA AT 450 x 27 x 27 27 120 x 27 1.1 x 27 150 x 27 12166.2 Btu/hr 3.6 Kw U BTU/HR x 0.3 = 3645.0 x 0.05 = 779.0 x 0.17 = 2648.4 x 1.1 = 3564.0 x 39.236 = 1165.3 x 0.09 = 364.5 QARCHxVOL./60= 0.48 x 4904.5 / 60 = 39.236 .................. ................. Area A/C= l Sq. ft. Volume A/C= x 8.5 = 4904.5 Cu. f1. PDF created with FinePrint pdfFactory Pro trial version JOB Name: File No.: Date: Calculated by Checked by N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= 11EM People Kitchen 12 1nfiIJVent. = 1.1xQxDT Miscellaneous • • •• •• • • • • • • • • • ••• • • • ••• • • •••••• • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • •• • • • • • •• • • • • • • • • • • ALTER1 fAN 1tES. ADDm Ot • • 06/19/06 ' ••• • • ••• • •• • A.M. • • • • • • • • 0 •• • • • • • • • • • • • • •• • • • • • • • • • • • • ••• ••• • • • •• ••• •• R.G. AT 14 x 0 x 24 x O x 17 x O x 24 x O x x 450 230 TONS USE Cfm Sq.FtJT CFM/sgft 1.4 384.7 1.0 U 03 0.3 0.3 0.3 • • • ••• •• T. AREA x x. x Subtotal = 39.236 x Tons BTU/HR = 571.2 • 0.0 0.0 • 0.0 357.0 - 0.0 1756.8 - 0.0 = 0.0 - 2685 BTU/HR = 460 = 0 16.5 = 647.4 Subtotal = 2507 -- 334 .pdffactory.com J '.N r 2 2 2006 B Y: - tv\l • • ••• • • •• •• • • • • • • • • • • • • • • • •• • .•• •• • STRUCTURAL DESIGN COMPUTAT'i ©NS'• FOR ALTERMAN RESIDENTIAL ADDITION 1247 NE 101ST STREET MIAMI SHORES, FLORIDA JANUARY 20TH, 2006 ORDER No. A- 100326 PAGES: 35 + COVER ••••• •• • • arY Civil and Structural Consulting Engineers EB No. 07770 Tom Marinos, P.E. Reg. No. 51562 TOM MARINOS �1Vf L, STRUC REG. NO. 8 9050 PINES BLVD, SUITE 190, PEMBROKE PINES, FLORIDA 33024 Tel: 954.437.3111 Fax: 954.437.3137 ger PROJECT: MA- R i O c • • .•• • • • ••• •• •• • • . • •• •• • Civil and Strgctural;Cgniultiny Esngineers Quality i? noVattve Efigintetlltg Design EB No. 07770 . • • • • •• .... •• ... •••. • • • . .. • .. • • • • • • • • •• • • .. .... • ••• ••• . • • • .. • • • .. ... .. • • • • •• • • • • • ••• At. ORDER: X11 °a3 U ENG: 749 CHK: DATE: l e /' -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.3137 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 • • ••• • • •• • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • •• •• • • • • • • • • ••• • • • • •• .:1/21/2006 • • • ••• • lb Description: ALTERMAN RESIDENCE Analysis by: TM • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • User Input Data Structure Type Building Basic Wind Speed (V) 146 mph Structural Category II Exposure C Struc Nat Frequency (n1) 1 Hz Slope of Roof (Theta) 14 Deg Type of Roof Hipped Kd (Directonality Factor) 0.85 Eave Height (Eht) 10.00 ft Ridge Height (RHt) 22,00 ft Mean Roof Height (Ht) 15.00 ft Width Perp. To Wind Dir (B) 75.00 ft Width Paral. To Wind Dir (L) 50.00 ft Damping Ratio (beta) 0.01 Red values should be changed only through "Main Menu" Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.30 Flexible Structure No Caiculat Importance Factor• • Hurricane Prone:2egio: 0,14:0 Wpb) Table b6-4 Values • • • • • • • • Alpha = 9.500 zg = 900.000 At = 0.105 Bt = 1.000 Am = 0.154 Bm = 0.650 Cc = 0.200 I= 500.00 ft Epsilon = 0.200 Zmin = 15.00 ft Gust Factor Category 1: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category ft: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * (33/z) ^0.167 0.2281 Lzm I *(zm /33) ^Epsilon 427.06 ft Q (1/(1 +0.63 *((Min(B,L) +Ht) /Lzm) ^0.63)) ^0.5 0.9158 Gust2 0. 925 *((1 +1.7 *Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) 0.8807 Gust Factor Summary G Since this is not a flexible structure the lessor of Gust1 or Gust2 are used J 0.85 GHM GROUP INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 •• • •• • • • • • • • • 1 OF 7 • • • •• •• • • • "• 1/21/2006 • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • WIND98 v3 -04 "" " ' Wind Load Design per ASCE 7 -98 • ••• • 6.5.12.2.1 Design Wind Pressure - Buildings dig! e ckits'• •6 • 1 • • • • • • • • • Elev ft Kz Kzt qz Ib /ft"2 Pressure (Ib /ft "2) Windward WaII* +GCpi -GOpi• 22 0.92 1.00 42.68 21.94 36.11: 20 0.90 1.00 41.83 21.36 35.59 15 0.85 1.00 39.37 19.69 33.86 • •• • • • • ••• • • • • •• ••• •• • • • • • • •• • • • • • • • ••• •• Table 6 -7 Internal Pressure Coefficients for Buildings, Gcpi Condition Gcpi Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 -0.18 GHM GROUP INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 2 OF 7 WIND98 v3 -04 Wind Load Design per ASCE 7 -98 • Figure 6 -3 - External Pressure Coefficients;t3'.: Loads on Main Wind -Force Resisting Systems • • • 01* t �$� 'Theta . * ER M • •' • IN III ' N N MI N 1 N • N III N N •• •• • '•' ••• •• •• • ':1/21/2006 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• I • ••• • 00 •• • • • • • • • • • • • • *ID • • •••• • • • • • • • • 0110 • • • • • •• ••• •• h L Variable Formula Value Units Kh 2.01 *(Ht /zg) ^(2 /Alpha) 0.85 -0.70 Kht Topographic factor (Fig 6 -2) 1.00 - for Wind Normal to Qh .00256 *(V) ^2 *I *Kh *Kht *Kd 39.37 psf Khcc Comp & Clad: Table 6 -5 Case 1 0.85 -0.47 Qhcc .00256 *V ^2 *I *Khcc *Kht *Kd 39.37 psf Wall Pressure Coefficients, Cp Surface Cp Windward Wall (See Figure 6.5.12.2.1 for Pressures) 0.8 • • • 00 • • • • • • • • • • ••• •0 Roof Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor 1.00 Calculations for Wind Normal :to 75 ft Face Additional Runs may be req'd for other wind directions Cp Pressure (psf) +GCpi -GCpI Leeward Walls (Wind Dir Normal to 75 ft wall) -0.50 -23.82 -9.65 Side Walls -0.70 -30.52 -16.34 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 75 ft face Windward - Max Negative -0.58 -26.50 -12.32 Leeward Normal to Ridge -0.47 -22.75 -8.58 Overhang Top (Windward) -0.58 -19.41 -19.41 Overhang Top (Leeward) -0.47 -15.66 -15.66 Overhang Bottom (Applicable on Windward only) 0.80 26.77 26.77 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 75 ft face Dist from Windward Edge: 0 ft to 7.5 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 7.5 ft to 15 ft -0.90 -37.21 -23.03 Dist from Windward Edge: 15 ft to 30 ft -0.50 -23.82 -9.65 Dist from Windward Edge: > 30 ft -0.30 -17.13 -2.95 * Horizontal distance from windward edge GHM GROUP INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 3 OF 7 T Kh = Kht = Qh = WIND98 v3 -04 Wind Load Design per ASCE 7 -98 • • • • • • • • • • • •••• •• • .•• • • •• • Vol:, •••• � • ••• • • • • • • • • • • Figure 6-4 - External Pressure Coefficients, • • • • • • • • • . •• • Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft •• .: ':' .'• :. .: '.1721/2006 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 2.01 *(Ht zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0. 00256 *(V) ^2 *I m pFac *Kh *Kht *Kd = 0.8b" • • • •• ••• •• = 1.00' • • • • '• = 39.3? • • • • • ••• •• • Case A Surface GCpf +GCpi -GCpi qh (Psf} Min P (Psf) Max P (Psf) 1 0.48 0.18 -0.18 39.37 11.73 25.91 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.44 0.18 -0.18 39.37 -24.25 -10.08 4 -0.37 0.18 -0.18 39.37 -21.81 -7.64 5 0.00 0.18 -0.18 39.37 -7.09 7.09 6 0.00 0.18 -0.18 39.37 -7.09 7.09 1E 0.72 0.18 -0.18 39.37 21.42 35.59 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.63 0.18 -0.18 39.37 -31.74 -17.56 4E -0.56 0.18 -0.18 39.37 -28.98 -14.80 5E 0.00 0.18 -0.18 39.37 -7.09 7.09 6E 0.00 0.18 -0.18 39.37 -7.09 7.09 * p = qh * (GCpf - GCpi) 4E Wind Direction GHM GROUP INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 4 OF 7 Kh = Kht = Qh = WIND98 v3 -04 Wind Load Design per ASCE 7 -98 •• •• '•' ••• :• •• 0:121/2006 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • ••• • • ••• ••• • • • Figure 6-4 - External Pressure Coefficients, GG4f ; ; • ••. ••• ••• • Loads on Main Wind -Force Resisting Systems w/ Ht <= 60 ft • • ' • • 2.01 *(Ht/zg) ^(2 /Alpha) Topographic factor (Fig 6 -2) 0.00256 *(V) ^2 *I mpFac *Kh *Kht *Kd •• • • • • • ••• •• 0.85 1.00 39.37 Case B Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (psf) 1 -0.45 0.18 -0.18 39.37 -24.81 -10.63 2 -0.69 0.18 -0.18 39.37 -34.26 -20.08 3 -0.37 0.18 -0.18 39.37 -21.66 -7.48 4 -0.45 0.18 -0.18 39.37 -24.81 -10.63 5 0.40 0.18 -0.18 39.37 8.66 22.84 6 -0.29 0.18 -0.18 39.37 -18.51 -4.33 1E -0.48 0.18 -0.18 39.37 -25.99 -11.81 2E -1.07 0.18 -0.18 39.37 -49.22 -35.04 3E -0.53 0.18 -0.18 39.37 -27.96 -13.78 4E -0.48 0.18 -0.18 39.37 -25.99 -11.81 5E 0.61 0.18 -0.18 39.37 16.93 31.11 6E -0.43 0.18 -0.18 39.37 -24.02 -9.84 * p = qh * (GCpf - GCpi) 4E Wind Direction GHM GROUP INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 a 5 OF 7 V WIND98 v3-04 Wind Load Design per ASCE 7-98 • • ••• • •• •• • • • :• •: .:1721/2006 • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Figure 6-5 - External Pressure Coefficients, GCp Loads on Components and Cladding for Buildings w/ Ht <= 600eft • • • • • • • • • • • • • • • • • • • • • • • • • • • a= 5 = = > a Hipped Roof 10 < Theta <= 30 5.00 ft Component Width (ft) Span (ft) Area (ft42) Zone GCp Wind Press (Ibift^2) Max Min Max Min WINDOW 5 2 10.00 4 1.00 -1.10 46.46 -50.40 5 2 10.00 5 1.00 -1.40 46.46 -62.21 DOOR 3 7 21.00 4 0.94 -1.04 44.22 -48.16 3 7 21.00 5 0.94 -1.29 44.22 -57.73 WALL 1 9 27.00 4 0.92 -1.02 43.46 -47.40 1 9 27.00 5 0.92 -1.25 43.46 -56.21 T-1 2 26 225.33 1 0.30 -0.80 18.90 -38.59 2 26 225.33 2 0.30 -1.40 18.90 -62.21 GT-1 4.5 26 225.33 1 0.30 -0.80 18.90 -38.59 4.5 26 225.33 2 0.30 -1.40 18.90 -62.21 J-1 2 9 27.00 1 0.41 -0.86 23.38 -40.83 2 9 27.00 2 0.41 -1.80 23.38 -77.88 J-2 2 5 10.00 2 0.50 -2.10 26.77 -89.77 OH 2 5 10.00 2H 0.50 -2.20 19.69 -86.62 2 5 10.00 3H 0.50 -3.70 19.69 -145.68 Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. GHM GROUP INC. 9050 PINES BLVD, SUITE 190 PEMBROKE PINES, FL 33024 6 OF 7 ALTERMAN Value: DL reduction (psf): Page 1 5 10 ROOF FRAMING MEMBER ID T -1 WIND LOADS GRAVITY LEFT SIDE RIGHT SIDE TRIBUTARY LENGTI- OVERHANG OVERHANG (PSF) WIDTH(FT) (FEET) (FEET) (FEET) 62 € _ 87 ' . °' r 55 s 2600 ,• s��...�: 2.00 RESULTS WIND WIND LEFT ( #) RIGHT ( #) 1084 1084 ;3 225 733 `N 598 A- 100326 TM om Marinos Page 1 1/21/2006 WIND LOADS CORNER JACK MEMBER ID CJ -1 Page 2 GRAVITY LEFT SIDE TRIBUTARY SPAN OVERHANG (PSF) WIDTH(FT) (FEET) (FEET) RESULTS WIND WIND LEFT ( #) RIGHT ( #) 1795 245 om Marinos CORNER JACKS 0 0,, •00• • • 0000 • . • • .. • •. • • 0 • 0 • • • Oil • • • • 41000 • • • • • 0.041 • • • • • • • • • • •• 00 •• •• • • • • • • •••• • • • . •••• • • • • • •• • •••• • • • • • ■• • . • • Page 2 1/21/2006 w 'C.; C L PROJECT: k4efk • • ••• • • • ••• •• •• • • • • • •• •• • Civil and Struitur *iI ("knit' or 61 134 rigineers Qualify InrioMfivv EnOineeritflDesign EB No. 07770 • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • •• • • • •• ••• •• • • ••• • • • • •• • • • • • • •• • . • • •• • • • • • ••• •• ORDER: ewrin 2 ENG: CH K: DATE: -06 • 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.313 < IR 4� L P PROJECT: kta tvl Rec l QE Ater • • ••• • • • • • ••• •• •• • • • •• •• • Civil and Structural Cpn�uingnin�ers Quality 1nriovafivvEn §ir?eering' DVs1gn EB No. 07770 • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • * •• • • • • • .• • • 0.0 • • • ••• ••• • • •• • • • • • • • •• • • • •• ••• •• • • • • -• • • • • • • • • ••• •• ORDER: ENG: CHK: DATE: -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.31 4 PROJECT: AL MAW • • ••• • • • • •••• •• •• • • • • •• •• • Civil and Structure? egnsuitinb trig3nders Quality Inriova tiv>I•engirfei'ring•Destgn EB No. 07770 • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • •• ••• •• • • • • • • •- • • • ••• • • • • •• • • 1' • •• • • • • ••• • ORDER: ENG: CHK: DATE: -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.313 PROJECT: -reetxprA4 • • • ••. • • • • •••• •• •• • • • •• •• • Civil and Structural CGnguler>;b Pnd,n ers Quality Innovafiv'e tnj irieOrin J Dilign EB No. 07770 • • • ••• • •• • • • • . • • • • • • • • • •• • • • • *••• •• • • • • • • •• • • •. •••• • ••• ••• • . . •• • • • •• • • • •. • • • • •••••. • • • • • ORDER: ENG: DATE: A -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.313 VisualAnalysis (version 5.50) - B1 BEAM, Sat Jan 21 11:07:20 2006 GHM Group, Inc., Tom Marinos, A- 100326 DL +LL Y N1 X M1 N2 B1 BEAM VisualAnalysis 5.50 Report Company: GHM Group, Inc. Engineer: Tom Marinos Billing: A- 100326 Project File: B1 BEAM Folder: X: \A- 100326 \CALCS\ Model Summary Structure Type: Plane Frame The model is linear. The model will have 2 unique mode shapes. 2 Nodes, and 2 Degrees of Freedom The size of the model is: 21 ft, in the X direction 0 ft, in the Y direction 1 Member Elements Nodes Node X Y Fix DX Fix DY Fix RZ ft ft N1 0.000 0.000 Yes Yes No N2 21.000 0.000 Yes Yes No Member Elements Member Section Material (1)Node (2)Node Length Weight Rzl Rz2 One Way ft lb M1 W10x15 ASTM A36 N1 N2 21.000 315.61 Fix Fix Normal Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive DL +LL Dead loads Standard 0.0000 - 1.0000 0.0000 2 No Member Point Loads Load Case Member Direction Offset Force Moment ft lb lb -ft DL +LL ei M1 DY 17.0000 - 3050.0 -NA- -1 -Sat Jan 21 11:07:25 2006 .•• • • • • 0060 • • • • •• • •• • • • • • • • • •• • • • • 000• • • • • • • 0000 • • • •. • • • • •• •• •• •. •• • • • . • • • 0000 • • • • .•6• • 0 • • • •• • 0000 • • • • • •• • • •• r Load Case Member Direction Offset Force Moment ft lb lb -ft Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment ft ft lb /ft ft -lb /ft DL +LL M1 DY 13.0000 21.0000 - 250.00 -NA- -2 -Sat Jan 21 11:07:25 2006 • • • • •••• • • • • •• • •• • • • • • • • •• • • • • 0000 • • • • • • 41000 • • • • • • • • •• •• •• •• • • • • • • 0000 • • • • •••• • • • •• • •0•• • • • • • • • • • • • • • B1 BEAM VisualAnalysis 5.50 Report Company: GHM Group, Inc. Engineer: Tom Marinos Billing: A- 100326 Project File: B1 BEAM Folder: X: \A- 100326 \CALCS\ Nodal Displacements Node Result Case Name DX DY RZ in in deg N1 DL +LL First Order N2 DL +LL First Order 0.00 0.00 - 0.30110 0.00 0.00 0.43376 Nodal Reactions Node Result Case Name FX FY NZ lb lb lb-ft N1 DL +LL First Order N2 DL +LL First Order 0.00 1119 -NA- 0.00 4245 -NA- Member Internal Forces Member Result Case Name Offset Fx Vy Mz it 1b 1b lb -ft M1 DL +LL First Order 0.90 0.00 1119 0.00 M1 DL +LL First Order 2. 3 0.00 1084 2571 M1 DL +LL First Order 4.67 0.00 1049 5061 M1 DL +LL First Order 7.00 0.00 1014 7469 M1 DL +LL First Order 9.33 0.00 979.4 9796 M1 DL +LL First Order 11.67 0.00 944.3 12040 M1 DL +LL First Order 14.00 0.00 659.3 14077 Mi DL +LL First Order 16.33 0.00 40.90 14894 M1 DL +LL First Order 18.67 0.00 -3627 9185 M1 DL +LL First Order 21.00 0.00 -4245 0.00 -1 -Sat Jan 21 11:07:48 2006 0000 • • • • 0000 • • • •• • •• • • • • • •• • • 0001, • • • • ••• • • • • • • • • •• •• •• •• • • • • • • ••0• • • • • 0000 • • • •• • ••0• • • • •• • • •. • • • • • • • • • • • • B1 BEAM VisualAnalysis 5.50 Report Company: GHM Group, Inc. Engineer: Tom Marinos Billing: A- 100326 Project File: B1 BEAM Folder: X: \A- 100326 \CALCS\ Design Group Results Design Load Cases Strength Service Load Case (Deflection Type) Number Number Name 1 2 DL +LL First Order (Other) AISC Steel (ASD) Design Group: Bl, Group Report, Designed As: W10x15 SIZE CONSTRAINTS: none BRACING INFORMATION: Lateral bracing at top flange (at +y): Lateral bracing at bottom flange (at -y): Pattern = Continuous Pattern = Third Points DEFLECTION LIMITS: Strong axis deflection limits for 'local' member- element displacement only: 'L only' load cases < L/360.00 'E or W' load cases < L /120.00 'D + L' load cases < L/240.00 'Other' load cases < L/360.00 No weak axis deflection limit. Fy = 36.00Ksi Strong Deflection Check (Member): Member Load Offset dy Limit Unity Name Case # ft in in Check M1 2 11.76 -0.49 0.70 0.70 Strong Flexure Check: Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M1 1 16.48 14898.16 12.95 0.00 1.00 23.76 F1 -1 0.55 Strong Shear Check: Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M1 1 21.00 - 4245.90 -1.85 38.48 14.40 F4 -1 0.13 -1 -Sat Jan 21 11:08:12 2006 4141• • • • • 0000 • • • • •• • •• • • • • • • • •• • 0000 • • 4100• • • • • • • • • • • • • • • • • • •• 00 •• •• • • • • • • •00• • • • • ••00 • • • • • •• • •••• • • • • • • • • PROJECT: 44. --rE2 &IA-0 (LO . • ••• • • • • •••• •• •• • • • • •• •• • Civil and Structural Csdaltprtp tngineprs Quality Innovative tngineeting•DAgi2ign EB No. 07770 • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • •• •••• • ••• ••• • • • •• • • • •• ••• •• • ••• • • • • •• • • • • • •• • • • • ••• ORDER: .(Od • 2 ENG: riti CH K: DATE: -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.313 t P PROJECT: Atfreenotig • • ••• • • • • •••• •• •• • • • • •• •• • Civil and Structural Cdnslilttng tngine rs Quality Innovativernginee'hing*Mrgn EB No. 07770 • • • ••• ••• • • • • • • • • • • • • • • •• • • • ••••• • • • • • • • . • . • . • •• • • •• •••• • ••• ••• • • • • •• • • • •• • •• •• • . ••••••,• • • • • • • •• • • ORDER: ENG: CHK: DATE: -O6 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.313 VisualAnalysis (version x.50) - B4 BEAM, Sat Jan 21 11:50:38 2006 GHM Group, Inc., Tom Marinos, A- 100326 WL rto co O •••• • • VisualAnalysis (version 0.50) - B4 BEAM, Sat Jan 21 11:29:23 2006 GHM Group, Inc., Tom Marinos, A- 100326 DL +LL Y 1 1 0 01 ET Loy B4 BEAM VisualAnalysis 5.50 Report Company: GHM Group, Inc. Engineer: Tom Marines Billing: A- 100326 Project File: B4 BEAM Folder: X: \A- 100326 \CALCS\ Model Summary Structure Type: Plane Frame The model is linear. The model will have 5 unique mode shapes. 3 Nodes, and 5 Degrees of Freedom The size of the model is: 16 ft, in the X direction 0 ft, in the Y direction 2 Member Elements Nodes Node X Y Fix DX Fix DY Fix RZ ft ft • N1 0.000 0.000 Yes Yes No N2 12.000 0.000 Yes Yes No N3 16.000 0.000 No No No Member Elements Member Section Material (1)Node (2)Node Length Weight Rzl Rz2 One Way ft lb M1 W10x15 ASTM A36 N1 N2 12.000 180.35 Fix Fix Normal M2 W10x15 ASTM A36 N2 N3 4.000 60.12 Fix Fix Normal Service Load Cases Load Case Load Source Self Weight Self X Self Y Self Z Load Exclusive DL +LL Dead loads Standard 0.0000 - 1.0000 0.0000 3 No Nodal Loads Load Case Node Direction Force Moment lb lb -ft -1 -Sat Jan 21 11:29:27 2006 41000 • • • • •••• • •• • • •• • •• • • •• • • • • •••• • • • • • • ••• • • • • • • • • •• •• •• •• • • • • • • • •• • • • •••• • • • • •••• • • • • • •• • •••• • • • • • •• • T' r- DL +LL N3 DY - 1300.0 0.0000 Member Uniform Loads Load Case Member Direction Offset End Offset Force Moment ft ft lb /ft ft -lb /ft DL +LL DL +LL M1 DY 0.0000 12.0000 - 905.00 -NA- M2 DY 0.0000 4.0000 - 905.00 -NA- -2 -Sat Jan 21 11:29:27 2006 ••4141 • • • • •••• • • • •• • •• • • • • • •• • • •• • • • • 4141•0 • • • • • •••• • 0000• • • • • •• •• • • • • • •• •• • • • • • • •••• • • • • •••• •• • • • • • •• • •••• • • • • • •• • B4 BEAM VisualAnalysis 5.50 Report Company: GHM Group, Inc. Engineer: Tom Marinos Billing: A- 100326 Project File: B4 BEAM Folder: X: \A- 100326 \CALCS\ Nodal Displacements Node Result Case Name DX DY RZ in in deg N1 DL +LL First Order 0.00 0.00 - 0.16980 N2 DL +LL First Order 0.00 0.00 0.06607 N3 DL +LL First Order 0.00 0.01 - 0.01739 Nodal Reactions Node Result Case Name FX FY MZ lb lb lb -ft N1 DL +LL First Order N2 DL +LL First Order 0.00 4473 -NA- 0.00 11546 -NA- Member Internal Forces Member Result Case Name Offset Fx Vy Mz ft lb lb lb -ft Mi DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M1 DL +LL First Order M2 DL +LL First Order M2 DL +LL First Order M2 DL +LL First Order M2 DL +LL First Order M2 DL +LL First Order M2 DL +LL First Order M2 DL +LL First Order 0.00 0.00 4473 0.00 1.33 0.00 3246 5140 2.67 0.00 2020 8655 4.00 0.00 793.3 10527 5.33 0.00 -433 10769 6.67 0.00 -1660 9373 8.00 0.00 -2886 6341 9.33 0.00 -4113 1677 10.67 0.00 -5340 -4628 12.00 0.00 -6566 -12560 0.00 0.00 4980 -12560 0.44 0.00 4571 -10438 0.89 0.00 4162 -8497 1.33 0.00 3753 -6738 1.78 0.00 3344 -5161 2.22 0.00 2935 -3765 2.67 0.00 2526 -2551 -1 -Sat Jan 21 11:30:01 2006 •0•• • • • • 0000 • • • • •• • •• • • • • • • •• • • • • 0000 • • • • • ••.. • • • • • • • • • •• •• •• •• • • • • • • • • • 0000 • • • • •'00• • • • • • •• • 0000 • • • • • •• • r Member Result Case Name Offset Fx Vy Mz ft lb lb lb -ft M2 DL +LL First Order 3.11 0.00 2117 -1519 M2 DL +LL First Order 3.56 0.00 1708 -669 M2 DL +LL First Order 4.00 0.00 1300 0.00 -2 -Sat Jan 21 11:30:01 2006 • • • • • •• • • • • 0000 •0• • • ••.• •• • • .• • • •• •• • • • • • • • • • • • • • • • •• •• •• •• • • • • • • • • • 0000 • • • • 0000 • • • • • •• • 0000 • • • • • •• • B4 BEAM VisualAnalysis 5.50 Report Company: GHM Group, Inc. Engineer: Tom Marinos Billing: A- 100326 Project File: B4 BEAM Folder: X: \A- 100326 \CALCS\ Design Group Results Design Load Cases Strength Service Load Case (Deflection Type) Number Number Name 1 2 DL +LL First Order (Other) AISC Steel (ASD) Design Group: B4, Group Report, Designed As: W10x15 SIZE CONSTRAINTS: none BRACING INFORMATION: Lateral bracing at top flange (at +y): Lateral bracing at bottom flange (at -y): Pattern = Third Points Pattern = Continuous DEFLECTION LIMITS: Strong axis deflection limits for 'local' member- element displacement only: 'L only' load cases < L/360.00 'E or W' load cases < L/120.00 'D + L' load cases < L/240.00 'Other' load cases < L/360.00 No weak axis deflection limit. Fy = 36.00Ksi Strong Deflection Check (Member): Member Load Offset dy Limit Unity Name Case # ft in in Check M1 2 5.52 -0.12 0.40 0.30 M2 2 1.60 0.01 0.13 0.06 Strong Flexure Check: Member Load Offset Mz fbz Lu Cb Fbz Code Unity Name Case # ft lb -ft Ksi ft Ksi Ref. Check M1 1 12.00- 12560.23 10.92 0.00 1.00 23.76 F1 -1 0.46 M2 1 0.00- 12560.23 10.92 0.00 1.00 23.76 F1 -1 0.46 Strong Shear Check: Member Load Offset Vy fvy h /tw Fvy Code Unity Name Case # ft lb Ksi Ksi Ref. Check M1 1 12.00 - 6566.86 -2.86 38.48 14.40 F4 -1 0.20 M2 1 0.00 4980.12 2.17 38.48 14.40 F4 -1 0.15 -1 -Sat Jan 21 11:30 :15 2006 0000 • • • • •.•• • • • • •• • •• • • • • • • • •• • • • • •0•• • • • • • • 0000 • • • • • • • • • • 00 •• •• •0 • •• • • • • • 0••• • • • • •••• • • • • • 0• • •0•0 • • • • • 0• • A �- • • ••• • • • ••• •• •• • • • • .. •S • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • •• • • • • • •S •• • • • • • • • • • • • • • •0 • • • • . • • • • • • • • • • • ••• 1S0 • • • • • • • •• • • • •• •l• .. • • • • • • • • •• • • • • • 000 •l PROJECT: IA-LA Ear, ihd • • ••• • • • ••• •• •• • • • •• •• • Civil and Structutal ogst ItEng tggiieers Quality Ifino■atiVe EhOnteririg138sign EB No. 07770 • • • ••• • •• •••• •• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • •• •••• • ••• ••• • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• ••• ORDER: A---%aD 3 ENG: CHK: DATE: -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.31 r-k. C' L. P PROJECT: ( (, l CGS rtk • • ••• • • • ••• •• •• • • • •• •• • Civil and Structuierqconipuiteigienbinieers Quality IrrnovttiG2•Er?gitieerin§ EB No. 07770 • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • •• ••• •• • • o • • • • • ••, • • ORDER: ENG: CHK: . DATE: 12 -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.3 C PROJECT: 4/2/Y1 • • •.• • • • ••• •• •• • • • •• •• • Civil and Structurbl 'Cbnbultiten9inbers Quality Innovativefngmetring Design EB No. 07770 • • • •.• • •• • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •••• • ••• ••• • • . • • • •• • • • •• ••• •• • • • • • • ••• • • • • • • •• • • ORDER: ENG: CHK: DATE: , - -06 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.31 PROJECT: BC t, l E2 M Civil and Structural CCoAb'uttl?1, eigitteers Quality Irmovativ: Erigtnterir Design • • ••• • • EB Nr.10770 • • • •• • • •• • • • • •• • • • • • • • • • • • • • •• • • • • • • • • • • •• • •• •••• • ••. ••• • • • •• • • • •• ••• •• • •• • :c :: 0 •.; •: ENG: CHK: DATE: I - ;7-C) 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.31 t • < 3 t_S P PROJECT: k land Civil and StructuCal Go riV u It E j iit1 ers Quality (• novit. vi E rgs nceriry Design • • ••• • • EB Nt.�O' ?770 • • • ••• • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • • •• ••• •• • • ••••s•• • ‘ ENG: it) CHK: DATE: / -20 - dX � s ) 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.3 <7.'n C..). L_.1 p PROJECT: 'R Civil and StructuiatQoWuttiognbirIeers Quality lrinovStivI ErSgncrierinq Diesign • ••••••EBNo.•0•7770 • • • •• • • •• • •• • • • • • • • • • • • • • • • • • • •- • • • • • • • ••• • • • ••• • • ••• ••• • • • • •• • • • •• ••• • •• • •••• • • • • • • • • ••• • • • • CJ'fZDt~R: •0144• ENG: CHK: DATE: - 4 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954437.3 r t F C Li P PROJECT: A-t-- Mfill Civil and StructtipoPa 'syrtjngpigiyieers Quality Iino'atife I;rttgirteeritg {Design • "" • 'EB F o'ba7770 • • • •.. • •• • • • • •• • • • • • • • • 1 . • • • • •. •• • • • • ••.• • •• • .• •••• • ••• ••• • • • •• • • • •. ... .. • ••••••• • • • •• • ORDER: :41-.1(14:374 ENG: CHK: DATE: 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 Tel: 954.437.3111 Fax: 954.437.313 MIA MI�QADE r •• •• ORIDA DING METR INO MD as ow a000 ®®.® ede (ko PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (P. O. Box 80) Montgomery ,MN 56069 Your application for Notice of Acceptance (NOA) of: USP Lumber Connectors under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the. Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILD • • • • t�va s 1 :0 'L • • • • • • •?a.:. t� INA AX(30 FICE DING 1603 j)0 -1563 75.2908 • • CQNTRACW,It LICIISI,N[.S1:CrtON • • :. (805,3 37;-7 21 r�t.X rip) 375 -2358 • • • • • • • • • • •tiaNtn.tc'r014I.l(14nti �jtKm�UIm[O,x (303) 375.2966 FAX (305) 373 -2908 PRODUCT CONTROL DIVISION (305) 375.2902 FAX (305) 372.6339 The expense Of such testing will be incurred by the manufacturer: ACCEPTANCE NO.: 01- 0912.05 EXPIRES: 10/09 /2008 Raul tcoartgucz Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEEO This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 11/01/2001 Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office 1 ts045000Itpc20001 1templatalnotfce acceptance cover page.dot Internet mail address: postmaster (buildingcodeonline.com Homepage: http : /lwww.buildingcodeonline.com • . ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• 0 • • • • • ••• United Steel Products Company. ACCEPTANCE 4O; 01- 0912.05 APPI$(�V D: VN1 Qfl 241: r: • •.• . • EXPIRES: 10/09/2008 •• • • • •• ••• •• NOTICE OF ACCEPTANCE: SPECIFIC CONUbT$tNL :•• . • .. • 1. SCOPE 1.1 This renews and revises the Notice of Acceptance No. 00- 0913.07, which was issued on 12/07/2000. It approves wood connectors; as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC ), 1994 Edition for Miami -Dade County. for the locations where the actual loads as determined by SFBC Chapter 23, do not exceed the design load indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The USP Wood Connectors shall be fabricated and used in strict compliance with the following documents: Drawing No. MDADE and sheets 1 of 1, titled "RT AND TA SERIES ", prepared by United Steel Products Company, dated 10 /06/00 with no revisions. The drawings shall bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Product Control Division. These documents shall hereinafter be referred to as the approved drawings, 3. LIMITATIONS 3.1 Allowable loads are for Southern Yellow Pine or better with a specific gravity of 0.55 and moisture content of 19% or less. 3.2 Allowable loads arc based on testing per ASTM 01761 and calculations per National Design Specifications for Wood Construction 1991 Edition & 1993 Errata. 4. INSTALLATION 4.1 The wood connectors shall be installed in strict compliance with tltc approved drawings. 5. LABELING 5.1 Each wood connector shall bear a permanent label with the manufacturer's name or fogs, city, state and the following statement:' "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 6.1 Application for Building Permit shall be accompanied by copies or the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 ofthis Notice of Acceptance, clearly marked to show the hangers and angles selected for the proposed installation. 6.1.3 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of these products. 2 Candid° Font, PE, Sr. Product Control-Examiner Product Control Division ' United SteccI Products Company. • • ••• • • • ••• • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •. • • ••• • • • • ••• ACCEPTANCE NO 01- 0912.05 • • • • ••• •• ivy ,0•1 APP• Vb. • • • • • • • • • • • • • • • ••• ••• • • • EXPIRES: 10/09/2008 •• • • • • •• ••• •• • • NOTICE OF ACCEPTANCE STANDARD CONDITIONS ONS :. • : • • • ...••••• • •• • • • • • ••• •• 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Arty revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has'bcen requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages I, 2 and this last page 3. Candid() Pont, PE, Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 L RT RA= TER TIE SERIES 14 GAUGE Product Code RT8 Dimension Fasteners Allowable Load L 16d Down 100% Uplift 133% 8" 6 340 ---- RT10 10" 8 455 ---- RT12 12" 8 455 ---- RT14 14" 10 565 755 RT16 16" 12 680 905 RT18 18" 14 795 1020 RT20 20" 18 905 1020 RT22 22" 18 1020 1020 RT24 24" 18 1020 1020 RT28 28" 18 1020 1020 RT30 30" 18 1020 1020 R132 32" 18 1020 1020 RT34 34" 18 1020 1020 R136 36" 18 '1020 1020 RT38 38" 18 1020 RT40 40" 18 1020 1020 1020 RT44 44" 18 1020 1020 RT48 48" 18 1020 1020 TA /TAR TRUSS ANCHOR SERIES 14 GAUGE GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 331 AND A HININUM GALVANIZED COATING OF G90 2) FASTENERS ARE COMMON V1RE NAILS UNLESS OTHERWISE NOTED 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERN DURATION FACTOR OF 3X< FOR WIND LOAD CONDITION, NO FURTHER INCREASE IS ALLOVCD 4) ALLUVADLE DOWN LOADS ARc NOT INCREASED BY SHORT TERM DURATION FACTOR 5) ALLOVADLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR MOOD CONSTRUCTION 1991 EDITION 1. 1993 ERRATA, FOR SOUTHERN YELLOW PINE (GA 0.55 OR DETIER) S. TEST PCRrCRHEU 114 ACCORDANCE WITH ASTH D1761 Product Code Cimension Length Fastener 10d x 1.5" Allowable Load Uplift L1 L2 TAI2JTA12R 12" 5 — 216 245 TA14/TA14R 14" 6 830 215 245 TA16ITA16R 16" 6 830 215 245 TA18ITA18R '18" 7 970 215 345 TA20V1112OR • 20" 9 1040 215 345 TA221TAVR 22" 10 1155 255 345 TA241TA23R 24" 11 1270 255 345 Notes 1) 2) 4) 5) 1) Number of fasteners shall be equally divided between rafter arid s 2) Penetration is assumed to be 1 112" into wood L1 are Toads applied parallel to beartng�Iraft L2 are loads applied perpendicular to bearing wall Mlydmum embedment of ties 4" Allowable loads for uplift L1 and L2 are not to be combined !Minimum nail penetration 1.5" PPitil'e9 Ai CEELI.Ta YI:i1 nit SOUTH FLORIDA 01111116 tj9E GATE GY PROM eb1116L Dil11IO!i 1nlmlgc COME c010t1A10E 8 fiCE ACCEPTANCE @0,QI -0912 .o S •• • • •s• •111A RP • Tom. • • •• •� • •aid l Q *241 P V •••• LIW1 ng ..6-415 'A' JVWODIJ`T'S COM•'ANY IRPRQGCRS 11RIVC. n0k'R &t•Ma 9612(0) Pupil•sowsoas« raal • • • • • • •A'►r •PehlD T A ��st h� • • i • >atfj 10•06s'00 • • THOerAS ALLAN KOL,RCN • PRIS'CSSIENA.. ENGINEER tC1V1L> rLOR014.1•C• •D. sDU')9 • • • • ,w, • • is • •• • • ,_ ,_,• •••• ••• • • (• • • • •• • •• • •• • • •• • •• • M IM ®3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA United Steel Products Co. 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Cdnnectors EHUH & Ulf Series. APPROVAL DOCUMENT: Drawing No.MD0603A, titled "EHUH SERIES & UH SERIES" sheet 1 & 2, with no revisions, dated 06/09/03, prepared by United Steel Products Company signed and sealed by R. W. Lutz, PE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance (NOA) number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit ahail 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 revisesNOA #00- 0822.01 and consists of this page I, evidence page & approval document mentioned above. The submitted documentation was reviewed by Candri Font PE. ... • • • • ... • • • ...... ..... . • • • • • • • • ... • • • • ... MIAMI DADE COUNTY, FLORIDA ..• MtiR0- 111DEMGLER.$UILVING 14f S ES1LIIL IGIIZR S'fNELT;Sili +603 • :.. MAW, kbRIDA.311 I0.i 563 (305) 375 -2901 FAX (305) 375 -2908 • • • . • NOA No: 03- 0611.05 Expiration Date: August 21, 2008 Approval Date: October 2, 2003 Page 1 United Steel Products Company. A 1. • • •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• NOTICE OF ACCEPTANCE: EVIDENCE PAGE DRAWINGS •. • • • • • ••• ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • Drawings prepared by United Steel Products Company, titled "EHUH 3ESZS;& UrsEjt1ES ", Drawing No. MD0603A, sheets No. 1 & 2, dated 06/09/03 with no rgrisions° signed'an'd Wed' by R. W. Lutz, PE. B TEST Test reports on wood Caudel, PE. Report No. 1. PT # 96 -0904 2 PT # 96 -0905 3 PT #96 -0907 2. PT # 96 -0901 3. PT # 96 -0902 4. PT # 96 -0903 5. PT # 96 -0908A 5. PT # 96 -1009A 6 PT #96 -1015 connectors per ASTM D1761 by Kleinfelder, signed and sealed by C. R. Wood Connector UH 26 UH 28 UH 210 ST 201 ST 201 ST2 -202 EHUH 26 EHUH 28 EHUH 210 Direction Down & Up Down & Up Down & Up Down & Up Down & Up Down & Up Down & Up Down & Up Down & Up C CALCULATIONS . Report of Design Capacities prepared for Hughes Manufacturing., Inc. Product Model No. of Pages Date 1. EHUH Series 1 through 24 02/28/96 2 UH Series 1 through 27 12/15/96 3 ST Series 1 through 15 12/15/96 Date 09/30/96 09/30/96 10/02/96 09/30/96 11/05/96 11/06/96 11/06/96 01/29/97 03/04/97 Signature T. F. Devening, PE T. F. Devening, PE. T. F. Devening, PE D STATEMENTS • 1. No Change letter issued by United Steel Products Company. on 04/26/00 and signed by R. C. Brunson. 2. No interest Letter issued by Thomas F. Devening Consulting Engineer, on 01/28/97, signed and sealed by T. F. Devening, PE. 3. Certificate of Merger between Hughes Manufacturing Inc. and United Steel Products Co. by The Secretary of the State of Minnesota, on 02/14/2000 E -1 C • i dido F. Font PE. Sr. Product Control Examiner NOA No 03-0611.05 Expiration Date: August 21, 2008 Approval Date: October 2, 2003 EXTRA HEAVY CD \ \ECTDR 14 GAUGE PRODUCT CODE :.... JOIST DIMENSIONS FASTENER DESIGN LOADS SIZE W H A HEADER JOIST DOWN UPLIFT . 411 -1262 :'.: 2XEt.••.t 5/8 5 1/4 3 1/2 20 -16d 10 -10d X 1 1/2 2385 1200 EHO-126N4....• 2XE, 1 5/8 5 1/4 3 1/2 20 -HN20A 10 -HN20A 3160 1730 1;HUH282 . 2X$. :.: 5/8 7 1/4 3 1/2 28 -16d 14 -10d X 1 1/2 3470 1845 W11 -28N:. .. 2X8.• .t 5/8 7 1/4 3 1/2 28 -HN20A 14 -HN20A 4110 2515 Zlil x1210 : ' •• 2X1 ©••`•t 5/8 9 1/4 3 1/2 32 -16d 16 -10d X 1 1/2 3965 2110 •E I;NJH21042.... :2X10'••1 5/8 9 1/4 3 1/2 32 -HN20A 16 -HN20A 4700 2875 4W1,1:126-2* (•2) 2X$7.� 3 1/8 5 3/8 3 1/2 22 -16d 11 -10d X 1 1/2 2875 1690 EHUri26 -2If (,?) 24 ;..3 1/8 5 3/8 3 1/2 22 -HN2OA 11 -HN20A 3285 2195 ' <HUH28 ->t'. '.(2) 2X8 ..3 1/8 7 3/8 3 1/2 32 -16d 14 -10d 4185 2155 •Y.HWN28- 2N.i.(2) 2X6 3 1/8 7 3/8 3 1/2 32 -HN20A 14 -HN20A 4775 2790 EHUH28- 30••K2) 2X8 5 1/8 6 13/16 3 1/2 40 -16d 16 -10d 5190 2645 EHUH28 -3N (2) 2X8 5 1/8 6 13/16 3 1/2 40 -HN20A 16 -HN20A 5335 2850 EHUH210 -2 (2) 2X10 3 1/8 9 3/8 3 1/2 40 -16d 16 -10d 5190 1645 EHUH210 -2N (2) 2X10 3 1/8 9 3/8 3 1/2 40 -HN20A 16 -HN20A 5335 2850 EHUH46 4X6 3 9/16 5 1/8 3 1/2 22 -16d 11 -10d 2875 1690 EHUH46N 4X6 3 9/16 5 1/8 3 1/2 22 -HN20A 11 -HN2OA 3285 2195 EHUH48 4X8 3 9/16 7 1/8 3 1/2 32 -16d 14 -10d • 4185 2155 EHUH48N 4X8 ` 3 9/16 7 1/8 3 1/2 32 -HN20A 14 -HN20A 4775 2790 EHUH410 4X10 3 9/16 9 1/8 3 1/2 40 -16d 16 -10d 5190 2715 EHUH410N 4X10 3 9/16 9 1/8 3 1/2 40 -HN20A 16 -HN20A 5335 2850 NOTE 1.) PENETRATION OF FASTENER IN HEADER IS 2° FOR 16d NAIL & 1 3/4' FOR HN20A NOTE 2.) PENETRATION OF FASTENER IN JOIST IS 1 1/2' GENERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33; U. O. N. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A SHORT TERM DURATION FACTOR OF 33% FOR WIND LOAD CONDITIONS. NO FURTHER INCREASE IS ALLOWED. 4) ALLOWABLE DOWN LOADS ARE NOT INCREASED BY SHORT TERM DURATION FACTOR. EHUH26 -2 SHOWN NTS UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE <507) 364 -7333 NAME= EHUH SERIES DATE: 6/9/03 ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA REG. NO. 55409 SHEET: 1 OF 2 DRAWING NO. MD0603A MDADE • UH28 SHOWN JDIST HANGER U -TYPE 18 GAUGE PRODUCT CODE JOIST SIZE DIMENSIONS FASTENERS DESIGN LOAD A B H V✓ V HEADER JOIST 16d 100% 16d UPLIFT 20d 100% 20d UPLIFT UH210' 2X10 3 1 9 1/4 1 5/8 3 3/4 16 5 2320 900 2800 1440 UH24' 2X4 3 1 3 1/4 1 5/8 3 3/4 4 2 580 - - -- 700 - - -- UH26' 2X6 3 1 5 1/4 15/8 3 3/4 8 3 1160 720 1400 785 UH28' 2X8 3 1 7 1/4 1 5/8 3 3/4 12 4 1740 735 2100 1110 UH36 3X6 3 1 4 3/4 2 5/8 4 3/4 8 3 1160 - - -- 1400 700 UH46 4X6 3 1 5 1/4 3 5/8 5 3/4 10 3 1450 - - -- 1750 700 NOTES: 1. NAILS ON JOIST SHALL BE LONG ENOUGH TO BE DRIVEN THROUGH BOTH PLATES & CLINCHED. 2. PENETRATION OF FASTENERS IN HEADER & JOIST SHALL BE 2° FOR 16d NAILS & 2 3/8° FOR 20d NAILS, GE \ERAL NOTES 1) STEEL SHALL CONFORM TO ASTM A653 STRUCTURAL GRADE 33, AND A MINIMUM GALVANIZED COATING OF G60. 2) FASTENERS ARE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 3) ALLOWABLE LOADS ARE BASED ON THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION 1997 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 33% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. Aw,:eved ms somptying with the govads '° :• Mae 0 oz 0 NOA# !Wand Dade. et Canted Melaka • • • • • •• • 0000 • • •••• 410 • • • • • • • • • • 4141.41 • • le • • • UNITED STEEL PR OI 2J MS t pmpANY: 703 ROGERS DRIVE, MONTGOMERY, MN. 560Q.• *PANE (54•31•4-7333 • • • • •• ••• ••• NAME: UH SERIES DATE= 6/9/03 • • • • • • t • 41.00 • • •00• • ••• • • • 4141• ROBERT W. LUTh• • • •••• • PROFESSIONAL ENGINEER EfRL1CTURAL) FLORIDA REG. NO. 55409 •• • ••• • ••• • SHEET: 2 ❑F 2 DRAWING NO. MDO603A MDADE nn I M MADE • MA. J LORI DA Emitl:ROIDAW IttAG L ER WELD NC PRODUCT CONTROL NOTICE OF ACCEPTANCE United Steel Products Company 703 Rogers Drive (1'. 0.. Bu3L $0) Montgomery ,MN 56069 Your applicution .Ibr Notice of Accse:ptance (NQA) of: Wand Connectors under Chapter 8 °nix Code ofMiarni -Dacde County governing the use of A1tetnatc Materials and Types of Construction, and cortitplrtely described herein, has been recommended for acceptanee by the tvliami-Dade County Building Code Conipliulce Orrice tflCCO) under the conditions spc flitd herein, This NOA sit:Lll not be valid miter the expiration date stated below.. BCCO reserves the right to secure this prudina to Itrs.licriol at any time leom a jabsiic or manufacturer's plant for quality control testing,. 11 this product or material faits to perform in the teppr'oved manner, ileCO may revoke, modify, ar suspend tike tam of such product or material immediately, BCCO reserves thi right to revoke this approval, if it` is determined by 13CCO that this product or material fails to meet the requirements of the South Florida 13teilding Code, MIMING CODE COMPLIANCE C3FFtCE sieitt) -DAIDG I•°tA(it.I FL 13 ll.f3t,�it� .'t.la ttsr Fca L CSTRII , WU Ito .' ' ItiitA,411 F1$4It% f3➢io.15. i1 '.' :.. 01)1435-WI trA1141051a15.2 rl crocrRI CI:'tltt LICENSING !iF`.M(rr • • • • t?+lii] 33u.?5:7� i'tV t7t 71.i -554 • ••••••• • etriltr ks; aft •1 ;AltiN tmttrISION •• • : 7 115- ith 375*at t`I -0i )IPLI{..1'ctrA'rRot.e t'1gt07c 4]I3.1 17 P ltia 4. I $3 37340J'1 Theexpense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 02- 102,a6 EXPIRES: 01/1. /2107 Raul JZottrieeeo. Chief Product CQnirot Di visi*lt I`I1t$ I ttt= +C O--;Ir —y__ _'A n rif 074AL PAGES Vcilt SPFLCI>b1C AND G ENEMA L ..ON DITI ONS 11UIl.9Ii'C CODE Si. PRO E)UCT REVIEW CO Nleirl I1TEt This application for Product Approval has been reviewed by Ow BCCO and approved by the Building Cute and Product Review Contrnitlea to be used in Mian i -[0ade County. Tlori la under the conditions set iv rill al-eve. �1JTI'ItOVEi) 11113 112042 r anti5co 1. i�ll:lll:1. E.A„ Director miralti.Ot Ia County Dui Code Coll1pliallcc OrIhc MQ+504411pc31100kernplateelpacice xoepance come page tP14r11et idd pastaxasicrtgbmiltIle radirourinc.cuoi Helutpa.gc: tattp >'1wikw_buatdJuZegdcomlioc_ca�u • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • ••• •.• trotted Skct E'raducis Ca, ACCEPTANCE No.: • • NOTICE OF ACCEPTANCE: L SCOPE 1.1 This renews Notice of Acceptance (NOA) No. 01.1416.01. which was issued on November a. 2001, It renews the apprravat of a good connector, as described Section 2 of this NOA, desi iced m comply with the South Florida Building Code (5F3C), 1994 Edition for ( doll -D:a k County, for the locations where the pressure requirements, as determined by SF5C Chapter 21. do not exceed the ae:si n Pressure Raring V;tlues iardicared in ate upprove 1 drawings, • • • • • •• • • ••• •• •• • • • • • • • • • • • • • ••• 02.1)102.06 1t'h et.tJ • ••• ••• ••• • •• • ••• • • • EXPIRES: January t 1„ 2007 SPECIFIC CO�lI?E i i? .• ••••••• • • • • • • • ••• •• • • •• • • • • • ••• •• ?. PRODUCT DESCRIPTION 1.1 The USP 1Vrtp[1 Connectors and its components shall be constructed in strict compliance with the. tailawwietg document: Drawing, Nra 1{CPLI. IZ, Sheets 1 of 1, titled -Wood Connectors,- prepared by the manufacturer, dared 9115 /O1, ;signed acid sealed) by Thorn a5 holden, P,E.. bearing the Miami - Dade Counoy Product Control renewal stamp with ihc NOA ,umber and expiration date by the Miarni•Datde: County Product Control Diwisiaaa. This document shill hereinafter be referral ro as the approved ctrl wings. 3. LIMI'PATtONS 3.1 Allowable loads are for Southern Yellow Pine with n specific gravity of 055 and moisture content of19%orless. 3,2 Allowable loads are based on testing per AST{w1 D1.761 and per National Design Specifications for wood construction 1991 Edition. -1. INSTALLATION 4.1 This uVoci connector shall be installed in strict compliance with the approved drawings, 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, ;;thtc and I'o110wing st44crncrat. "Mirrni -Rardc County Product Control Approved'. 6. BUILDING PERMIT REQUrREMENTS 6.1 Application for building permit shall be accompanied by copies of the following!. 6.1.1 This Notice of Acceptance 6.1.2 Duplicates copies of the approved drawings, as identified in Scc11.011 2 of-this Notice of Acceptance, clearly marked to show the components selected far the proposed installation. 6,1.3 Any other documents required by the Building, Orcial or the South Florida I uitding Colic (SFBC) in order to properly evaluate that it istallatiort Of this 5yrstcut. 7u Rall-R.± i. Chief Product Caattrnf fl wi iara - United Steel Prgrducts Co. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ACCEPTANCE No,: 02-0102,46 • • • • • ••• • • •• • • • • • • • • • • 4I'PRQVID:: •.J nYavt14.2002 • ••• ••• • • • EXPIRES, nn�xa 11 21 tI •• • • • •• ••• •• NOTICE OF ACCEPTANCE: STANDARD ea . •. • • • • • • • • • • • •• • • • • • ••• •• L Renewal of this Acceptance (approval) shall be considered after a renewal application has been :filed and the original submitted documentation. including test supporting data. engineering documents, are no older than eight (8) yens. 2. Any and nll approved products shalt be permanently labeled with the mnnufacture ?s name, city, state, and the following statements "Miami-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. renewals of Acccplunce will not be considered iff a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product i3 not In compliance with the code changes; b) The product is no lodger the sane" product (identical) as the one nrigiaaltlry approved; c) if the Acceptance holder has not complied with ail the requirements of this acceptance. including the correct installation or the product, (11) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use. andfor manufacture of the product or process shall aUtornaticalIy be caysc for termination of this Acceptance, uflhi n prior written approval has been requested (through the filing of u revision application with appropriate fee) and grunted by this office,. 5. Any or the following shall also be grounds for removal alibis Accei':ancc; a) Unsatisfactory performance of this product or process. b)Misusc of this Acceptance as art endorsement of any pro€luct, foir sales, advertising cf an y other purpose. 6. The Notice of Acceptance number preceded by the words Miami.Dade County, Florida. and followed by the expirutiort date may be displayed in advertising literature. It'any portion of the Notice of Acceptance is displayed, there it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where k applies, shall be provided to the user by the ruunufacturer car its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies, S, Failure to comply with any section of this Acceptance shall be cause for termination #rnd r movi l of Acceptance. 9. This Notice of Acceptance consists of pages 1.2 nod this last page :1. END OF TII IS ACCEPTANCE Raul Rodriguez, Chief Product Control Division -1CPL LONG TIE HURRICANC ANCHOR (L 11 ) sS ILA fFPL ICATrON> PRO d [4 ©M GAUGE rAsTEwERS ALLOWAULt LDAD PLATE STUD ATERN_ UPLIFT 132k Al d e ct H '1.<.,/ ) Rd ' 18G 400 510 ., IN SIL$I A/PPLIICATjflN r.CH R IL 1s!®'TE i IS TI•. LIPPILLIWO S1lQp5411. #I•H,g 15 stsJIC mr mgt.. #!sI<Ob$II114. 1p ASSN A•117 3Tbl411sR i, C/►.111t ALAIIC ]] -11414 /MI/ ]3 41SIL M4 A HINIMtY1- GAL Vll t'. COATth4 Or CM MR ASSN ASVL, @/ r•Sle tqS 7Pt [OMR urn HAILS im .0 ;eF SIK•ulS[. ions IP IIM RSC @' IL'P A016017 PIiPr1.L1.0 SISANINAULT IIGRuSS FII@1 Crl^I► O1FkR MI OAL][•TO•SCA U OM* TO ILI41t' A.I NII$PV 0LLm4'ABLt LPL T Of 763 . LILL SCC .@SAI, A. 9i ALL IMhTh1L01.1004 SFHLL SC ISSAC IM ACCIABA/1CC 1d1TiI IsAHLFACAUSIDIS. LesSIRLICTI1puty. 1Nti J•167CC Cit 1<ICtf 'Mfg b'C N'r+LlrntlUE SCSITWCS [!r TIS scum maim JAIo-LRaro cam SI +11-LOw•fic t.•h1 tat P•fc• pr 111E •117112Ps•L pCF1D• areaC/fGPITtLM AIR vtdir ctticsInrcltox 1791 COMM S I47] =RA1 . MI 1314161+CR 1 iMJRC 4SG+4...79 _. 11ti TTII•}. /AS IGST PLAIfrp14A1XCE Ar.spiSCIALSC W 1IL AST/1 .11.17.L A41 ALLGHiHLC mug r0• k9Y0IPU T HINt AUICASY NMI MOICASCII.>rr A DiSIMIW LOAD Q 2.72 +i9 r.0 IflI* 1111.11S ASS LS AL,LLOdS1L jIE 4 AIL TIES INSTALLED ono(- ILI -SACK -TOP PLAT TICS In TAIL LEO iilAratALLL nP PLATE PRODUCT MEAN .garowcs k4t81 d� • • • • • • • • • /It111.L:Y iA • • ICI ••- "" Vii•••• • • • • t 41N[TE@ �F�EEL *P1 7PPCT* * • 1n3 Imo: lrw[W • •• • •••• rIONITGO$EJR f W41 36%9 - • • • II • • • •• •• •• WOOD CONNECT RS :" • • • •• DATE. . �K►>g'�L. 1117400114O . S$IHitgRi _ SKEET Mitt3iCR ®.44yk� ••• •• • S•iI • • • • • • •••• • • • • T11OmoIS II±IL.PCN. P . Ostia- *AMBER FLm511Breii • • POU • • ... ELEVATION CERTIFICATE 11de� is . u 1 -7. Mira isIMIDANAtIWUNt -OW iW HAD ion i7 :S 7 -7 flos Hlt. 1511 Judea Ihs *Om deem madly the fir0 kt ujNesiD lext tj PAO LiGes Bibb CloVelen do balm bawd in seemed { arse or Crestamise Preeleted I t "TrY*1 U J P t. elimediso sro MEI ate LJ dettstruceket p 1 *A r inistsese be raglred Woo sinsinslion eft Od► ...0,.. Nielnotthat +br p Miran nut OW to do - *whine des nefilleis b pew -+eree Ni si Taro 'I A$1 Nrtd► iWOt AR, lA1i, A!► Ah to tIN MR* Wm, spoNed N affn G. nee to 1960 911614. IMO dam 9i $W19099919 the *Ass sad *tlw ME in &Wen =wet els deka Ut OW used far de re. atm add nanwimente did 1P e e r MOO wilts Cteerrods i a el m+ D or b 0, as sWeprilds, to 1dro damn arstarUpn. Jll assation Memo mark died Dm um, wet ar t FIRMP Ya 1_1 Ns A e3 Mom Okada Waned MOW member (V mono a 0 dl Waist q� t ?n a ndlbragalyva�t 4m�� at earvidna ors WWI gawp in •a C 0 Latest seen di dp j dim ROW ONeerd gees a - o41 1�(n+3 ti h ii. a 1pe15r. 4 wiry (%sod vote wan 1 t e Mel Wares of =. ' vole) in Cb h i,70f.O in. -� %'j i �.—�', -1y7:.�,f�,..T_,� , sae* NhB is kt be MIW en p a lee 0UM . . el/ �1� ilk. 101111111#1711: MI IN b War fit U& Calk 1Qf. OM ram �A.31r 9.00 1 0.0* L bald d-dmI 7. sS AO) ISM Let. _ iL mil; 1 TITHiriPT >a1A Faum t1t4i. SSE WENN 1D 1, ter+tour lammed AU. •Q•QQ t'AO oirweirtugsrs 47 CRY rams DRIE711101141 • • ••• • • •• •• • •' • •• • • �T.r �. • AMMO 0010012 Allt4 URI Sub CatP.O.AtNnma Kat SIM ��4L..Wi� �,ir,i„y,� —T'•. ^"T T'�' ?Tm„�.,_._ Y,y.....t+ -r.T SINIMMIlk WNW i • • • • • tarrrrrr.. Q ia) �aC� Tat : A!C •• • • • •• ••• •• •w.- -..�.. • • • + • i'*••a••"^�+ • ■••wr1.0••••111111 Foam AO and C1 EN. New .,j._ ._ i_ ..:mot. et MON MOW as pia and i. ..�.•.L. Made 8 toil* �f'• 7�tapofIBt �. ' pm ow ��b L.L.t I.,.I..,a*.{an,1 �,..iaa,or L.br ft Fir soft Wen 64 aa thweho Om per' t, Nts moat mow igier cs saved lea' to Eft E� � � 9► NANO mkt on lip! afl (cloak NW MAN *Am Pod& Ohle mine Waft mai id 11 L�.L.i R..l..,t I Li aura or �J below mosanint ? LI Till1 Li No Liu unknown The We afileg Ma addr NV hithrmothonh8ea + The www or owes sewssaw ferdimpftve Oa # '� � qpm N4. Es C OSA and al a IFS A '""""""' rd�►ttaWS, n: thtaeA, A t� and E osot+ the '"" -gin CAS ouitorrare DAM 93338 The taagMiv St Li The in Swan a Sot ton t ava gambit Ma In VotOonvoivaitamo Maw) who b+ +a<iaaM tsar b It _ i8b8a ss . 3R. LI A COMM* ackil oNaphaad Sinew E fern Meg foadad ih Iona Meat o PUButoong woonvowthrlowal sno w zone sio. Clunk Nis N PIONINTANGINI W. We aw t1 chard *Do*. tO inthem oho Ix arAL• apviethol NA ININA ISIA worm 541. %Oa Wow tine num MINA= NI Nag= • • • • • • • • • • • • • • Miami Shores Building Department Product Approval Schedule / Comparison Chart Opening Description of Window ID) or Door or Mullion Product Acceptance Number Product Approval Design Pressure lh4 044 --Orn Address: Opening Design Pressure / 2 ci ? ' —Zo 1 Permit No. 06 3 ei ct Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No ( +) PSF () PSF ( +) PSF ( -) PSF -i-9O _010 + Yet 4 /4e4i ,xT .v d 9, I 10( ti4 0C. — S/A;4(t7. 14444' -4-G - G S oct. O /2ze17-4c° 1 (93 y '&112-- •? y�b`�G M0 dud C 9 S i A-,4C 1-h1, ) ( , i r zo , O ' -1-Z --t -1-' -4 -0 3 7 " "tA •••• .•I•e •• •" • • •• (06 % .0-1- -- 470 —loo -S 0 GG (6' .34 ac(, 0-ne R o 3 . - -b - f Keo • • • • . • • • • • g• • • • • •• • •• • •• •• • • •'•s••• 1,0.11 • • •••• • • ••• • •• •••• • • • • • • • • Cc-7 tkoltitferfok ?OMQMP DEPT BLDG DEP? SUBJECT TO COMPUAN WITH ALL STATE AND COUNTY RULES AND REGULATIONS 07- 07 -'04 09:38 FROM -TRACO SECURITY BUILDING CODE COMPLIANCE OPFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tracts Windows & Doors 11.Progreas Avenue Cranberry Township, PA 16066 3055930854 T -826 P02/08 U -458 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST RyAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOp 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 Dads 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 AJ17 (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 meat the requirements of the applicable building code. 'This product is approved as described herein, and has been designed to comply with the Florida BuildinnCode, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Dorm 3" Outsw1ng Alunnnum Patio Door (L24.1.) APPROVAL DOCUMENT: Drawing No. 04- 113.001A, dated 1/21/04, titled "Series "Doral 3" Outswing Aluminum Patio Door i,.M.I. ", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and sealed 1 Frank L.Bennardo, P.E., beating the Miami -Dade County Product Control Approval stain with the . Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMP.ACT RATING: Large Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following WHOM= "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. AD'V'ERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in e4vr sbag,�itea2atute..If 0.py portion of the NOA is displayed, then it shall • be done la its entirety. • • * ' • • - INSPECTION: A copy of this entire t 1Aslalill'bdpkiidlyd :o tltb 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 consists of this page 1 andgvidoce page E;jlnd E -24 aswell as approval document mentioned above. The submitted documentation was rd idw by Zudhdtut Berntad, LE. • • • • • • • • ••• • • • • • • • • • • • •• • • ••• • ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • 00 00 • • • •• •• 000 • • • 900 • • NOA No 04- 0122.17 Expiration Date: April 22, 2009 Approval Date: Apr0 22, 2004 Page co tn 00 ^K„ 00 P. uo C!1 OD H LET) 00 co 0) LC) LO M CLUSTER OF (3) ANCHORS (REF ANCHOR NOTES, EI1 T 3), AS SWdWN: EXCEPT FOR V42 S:RLF.10d OR 3. +i 5- T,1PC07S INTO WOOD OR v/000 BUCK WHERE (4) ANCHORS ARE Rem. w MIR SPACING BETWEEN CUISTEf4 Al -HORS (TYP. TOP & BOTTOM) TYPICAL ANCHOR MUTE -PANEL @BIOTt4 or - MAX) LARGE MISSILE IMPACT RESISTANT Oar -EWING DOOR WITH SIDLES 1 1 CUSTEROF(5)A OR6(REEANCHOR NOTES. SHEET 3). 3' MK !SPACING BErwEEN CLUSTER AN[ (TIP. TOP & BOTTOM) OVERALL FRAM WIDTH (144- MAX) LEAF PATIFL WIDTH (- SWO LEAF PANEL Q� � (ASV MM) THE SWING DOOR SYSTEf4 mamas HEREIN VMS EEHI OF51GNB0 AND TOTED 174 COMPIMNV MINIM MINIMA -'r M mum c000 20111 (HIGH VEL0CIW 1RIFIRICARE ZONE) AND a DADS COMM PROTOCOLS TAS 201, 262 & 203. 2. A 33 -113% INCRE45E Itt ALLOWABLE STREW HAS BEEN USED In THE cesian OF TE715 0008 SYSIE7. 3. POSITIVE AND NEG r1Vr DESIGN PRESSURES CALCULATED FOR USE wrrti THIS coOR svSTELI SHALL BE DETERMINED BY °N IE RS ON A .IDS- SPECIFIC HAMS IN AC'O0ROANCE WITH Tie GQVEi1l1NG OWE. 4, THE DOOR SYSTIS44 DETAILED HEREIN HAS 00E7E TESTED PER MIAMI-DADE coueny PRGrr0ODLSTAS -201, TAS -202, R TAS -203 AS REFERENCED 171 TEST ABORT $0621-1607-03 BY RUJIRICARE TEST LABORATORY (KO). il/tP o F O 5. THE DOOR S/SIEM DETAILED HEREIN 15 GENERIC AND DOES NOT FROWDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LSCE3YSED ENGTRE 11 OR REGISTERED ARCHITECT SHALL APPLY TOR 650. iMEAPPRON,AL AND PREPARE 5770 SPECIFIC 0OLUME1iTS FOR USE IN CONJUNCTION WITH THIS ELOCUMDIT. G. PERMIT HOLDER SHALL VERIFY THE p0EQtUtiY Q$ 111E EXISTING STRUCTURE TD WITHSTAND sUPERIMPTISED LOADS. WOOD BLKKS (N0T BY T�SHA pNOHOREBT • • PROPERLY TO TRANSFER JQ TFKMSTMG • • • STRUCTL/RE. • • 7. 000RS PANIELv GLAZED WV Ur LAMINATED plASS ARE LARGE MISSILE IMPACT APPROVED. 7E0 PROTECTION REQUIRED FOR ALL oISTALLATiQNS! • . • • . • • H. ALL STEEL 1N CONTACT 74T .41.4IMU7UM 554*LL 0• PAINTED OR FLAYED. • • • • • • • • •• •• •• • Ose Cap yes Op • • • • • • • • • • •• • • •••• • • •••• OEXTERIOR ELEVATION: SNAP - MULLION SIDELITES - AS SHOWN, OR OXX, )0t0. 0)70, KO, OX, or XX OONFIG USE TYP. IAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (UJ.S.) • DESIGN PRESSURES: +55 PSF / -60 PSF •••• • • • • • • eNEET. I of L(7 00 CD 00 0) LO LO M euErEROF (5) AMIERS (REF ANCHORROTE . SET 3), 3' MIN. SPOONS BETA CLUSTER ANCHORS MP. TOP & BOTTOM) LARGE MISSILE IMPACT RESISTANT OLTSWING DOOR M.a H SILL•; itS 7 /1G' LAMINATED : 3/Ir H5 x 0.090" SOLUTlA SAFLEX PVB x 3/10' HS • • .•• • • • ®EXTERIOR ELEVATION: TUBE - MULLION SIDEUTES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, orX COi1FlG OSE TVP. 3AM8 FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN • (N.T.S.) • •• • • • • • • ••••x• •• • • • • • • GLAZING DVTAYiuszAPoesIDFLIP FULLSCALE • • • • • •••• • • • • •.•• • • • •• • .•. • • • •• • DESIGN PRESSURES: +90 PSF / -90 PST CO LO r1- 00 CSI LC) a CO co MINIAGSTVWCILAE lOPTIONA2 u CA 8X ROD a DPW..14 F4 F:.3di +' R:lwd3'ZTz Atc'0 EE1EEiI1 0R. SEE MONTA N FOR LOOAT3S'4S k SPACIIG. r _ EXTERIOR AUD 114ERIOR MESHES, GREAT( METALS AND FLASHULG BY OTHERS. FERAL SEAL BY OTHERS LJa• Noma l3C. BY INSOUER JJA' VAL SO1 BY INSTALLER ALL S 10 BE SF LED BY RLSTRLI.ER WP. Al MEAD ANO SILL EXALT= ST4 JCTURE WOO: MUCK RO TS M SINIVARI ACTRAWEIN LNG ON MBE TOP aJ10 00TTCIJ AT AR:ITYE PANEL ALL SCREW HEADS TO BE SOLED SY INSTALLER TYP. AT .AIMS. GLAZING a g 0. cn Lc, U7 Ln m FROM -TRACO SECURITY CFI 00 En— CSI C-- E`- t9 EXTERIOR PETER TYP. NTY OT O ASTRAGAL DETAIL M RISER NO r HALF SCALE SAUILEON t12/31 . ANCHOR NOTES: NBELD gpLCC ANCHORS BE BALLED IN AOQCR ATICE WITH MANUFACTURER'S APPLIED 2. ANCHOR EMBEDMENT SWAM SE DUD BASE MATERIAL, EXCLUDING SIUOCD OR OTHER six WAIL FINISH. 3. BASE MATERTAL SHALL BE WOOD 6=0.55 OR GREATER SPECIFIC GRAVITY), e GROUT-FILLED LE BLO (MIN MO pal COMPRESSIVE STRENGTH FOR GROUT), r CONCRETE • Ensiwo a. 5EE ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. '0 ST U40 5. ENSURE MINWUM OF 2 -I/2" EDGE DISTANCE FOR AU. AND!}IORS WARN GROUT- F1LLED BLOCH ANCHOR COI AND FOR TLON ARE AS�FOLLOOWW5P1tE FOR ALL NtCOD ANCHORS. FRAME VAITTH • • MASONRY OPELBNG SEE MOOR ROTES FOR AMOR TYPES AND E RER LAE SEE EL+LEWOTO 11 f SECTION OF RESIDENTIAL DOOR HALF SCALE ••• swap ESZr tE ULFATMNNS 5 SPACIIB. 1'J�. •• • IAN'S DETAIL* - • - 3il • • • •.•• • • • • • •••• • • • •• • •••• • • • •• • • TO2x WOOD :.'M OR 1,.�1 ■ TDC0�NCORGROIN-- �DBLOCH • 1," • T , • (DflECTtY OR THRU Ix OR ]x WOOD BUCK) ELOO) WTJH L -1/21 MINOUNM EMBEDMENT. 3/ CIR li4 TAPCXINS 01W OR N�} CO NC OR GROH -FILLED BLOCK. - • O�G,• 3 cif 6 LE) 00 CO Cn es U) 8 07- 07 -'04 09 :39 EN811DI6SmucTER AWL IX CRTf WOO; EKE N Z..+ sria�Irs iii a ADiu EMHEL4MOIT TERRA Asr: 7;TERitsr ` L. va SEE SI FJATICI4 TOR BREM METALS AND siASH NG LOCORRIS & SP,J.OIifG- By OTiLERS. I /4' S1 M MAX. BY INSTALLER ALL SCREW HEWS To BE SEALED E3Y INSTALLER TYP. AT JAM APPLY STRUCTURAL SILMI E TO EIOTH LEGS PRIOR TO SNAPPING MULLION PARTS TOGETHER. .c VW, FuaCS3fsYnT 60Z714011 -.SEE PP. . I-OR ES FOR ANCHOR TW ES MECUM tPSFi OEVATtON FOR •LGCAUCAS & SPAZtiG. EXTERIOR )/4° SKIM MAX By INSTALLER PERIMETER SEAL BY OTHERS FRAME 17 )0TH MASONRY OPENING FRAME M DTU a SECTION OF SNAP- MULLION SIDELiTE HALF SCALE I/4° S4M MAX 8Y INSTALLER • • • _�ElttglSR9StIC/1.iC a A8 A 2lirMEWS SEE ELEV. ECHLOCADON ALL SORER HEADS TO BE SEALED BY INSTALLER TIP. AT JAMB. 9IP JPI • SLIM) • • ••• S co • • • • • • •• ALL SCREW HEADS TO ISE SEALED BY INSTALLER EAD AND SILL •. • • • • • •• v .• • Jl: Mow . • NAM FCR ANCHOR TYPES. • • • -AND • VIBE 4DM. •••• -4.0 '•• .• C ask. ArtriLL SEE PA`CLipR NOTES iO J TYPES MW OLEOUE SI_ .SEE ELEVATION ran Lemmas a SPACING. QQSECTION OF SIDELITE • HALF STALE OUSONG STRUCTURE STRUCTURE ICIPRCRAL 11% CIR2SVIOOD SWORN EXTERIOR FRAME 'WIDTH MASONRY OPENING PERIMETER SEAL. BY OTHERS FRAME WERH SECTION OF TUBE - MULLION SIDELLTE `.r/ HALF SCALE /Th 4 of 6 sFA AND LPAP CORNERS, AErAUATION SCaEV15 AT S0., AND IAMBS AND BOTIOM GIAURO BEAD SHALL. BE SEALED WITH SCHEE MOREIMEAD SIGI SEALANT. 11 i A? LONG AUDI. WIT HINGES WITH .312 DIAX 2.-DT ALUM PIN„ BRASS SPACER AND NYLON CAPS AT 31%2' FROM TOP & BOTTOM AND AT ITID9PAN • D STEEL THROW BOLT LIICIC, KEY OPERATED OH EXTERIOR AND THUMB 1URP OM INTERIOR 33D I/ mo' DOTTOM AT ACTIVE LEAF LACK STILE E OONVL TTIOMAL L OCKSE T WITH LEVER TYPE UPE woR HANDLE AT ACTIVE LEAP LOCICSTILE NEAR M ORA N STANDARD FULSN BOLTS. MANUALLY OPERATED TOP ANO BOTTOM OF EACH ACTIVE AND INACTIVE LEAF IZ' MAX TYP - - B'IMCTYP .••. • } • • • • •• • ••• • • •• •• • .••• • • • • • • : ::::: • .. •• • • • • io I SERT VAsTENEft SIMON& • • • • • • •••• • • • • •••• • • • •• • •••• • • • •• • 00 LEI 3055930854 •.s3. r7 P1 Alm z-�,. PART AUMBER O DESCRPUC4 F../SUFR.tJ3 /R'J.4 R ,' 1 050 -338 1 /000R VSCELRE ATRN#44 f8!! E HEAD AM1S TRAM£ WAR SOT Su. 6063 -T8 Mon OR EOM 2 050 --399 2/ LEAF 8a05 LEAF 1OP & OCT)031 RAIL a -Ts O8LF..IAIt 05 Sow 3 1/ $IDOJTE SNAP c#1TILE.ER 6053 -15 - 4 050-793 / CLASS 10 5 0 A7040 SUB 3 FRAME 4063 -76 uvron OR EQUIV. 5 tea- 130 1 61 600R 3001150SH0W 1 63- ALUM OR DA]11t. 6 050 -292 OCO )l rE SEE MOW WALE . 6093- 307011 OR ECU . 7 051 -394 2/ LEAF R£50)E411TAL ODOR PANEL VERJrAL STSE 6063 -T . TRION OR ECN. 8 090 -455 1/ LEAF CAP CLOSURE _ 15 T6YON OR ECUS 9 - - - - - A - 10 H-4006 AS 8€100. 2' X 4" MBE MUM 8083 -75 TRECO OR EOUN. 1) 050 -124 AS RECD. 1' x ) 1/4" X )/B' PNtx£ . 1 i . - 12 050 -764 AS 8600. CRAZING BEAD 6063 -T6 MOH 08 LOCAL 13 1 012 - 03-401 AS ROM. 010 x 1/2"11.47 HERD SCREW - - 14 AS MOO. - or S}991A PLASM - 15 - 8/ FRAME 810 X rum FRMAE ASSEMBLY SCR6 - - )6 007- 14 -039A AS REQO. OCOR Meta - - MA MCU.O 17 - 4/ LEAF 1/2' SELF LOCK )OR STEEL - 18 - 2/ LEAF 1/2' R00 (2 X PANELS) STEEL - 19 - 4/ LEAF 1/2' FIAT AP.S1 R. . STE3E1. - 20 - 4/ LEAF 1/2' REGULAR 1572 - - • 21 051 -181 3/ LEAP NIROE5 - - 72 007- 10-051 2/ LEAF Si.N0ARD fU1SN 801.7 - - 23 - 4 08 x 1/2" SIBS - - 24 20 -41 &1 AS MOM BULO VII•Vi ' /9IYL - 25 - 4/ tEAF BLOCK RC0 WIDE - - 26 050- 10-765 1 571.E RISER t SILL RISER 27 - 1/ LEAF 1 X .000 ALUM OAR (9578 N VER11c8,S) .,, .n. i.. - 28 047- 10-014 AS REM FDI SEAL. WEA2WER- SOOPPN9 - GLAZING SUBFRAME THRESHOLD 4.090 • DOOR STILE H -1006 TUBE MULLION caw- . ATRIUM FRAME HEAD/SILL 0.078 1500 4.008 DOOR FRAME JAMB 01091-' 11 !10:975 0.6'32 SILL RISER • . • • •• • 0050 -1- X0.580 • • • 1.750 1:■25 0.750 GLAZING BEAD 0.795 •• • •• ••• • •• •• • •••• • ••• • ••• • • •••• • • • • •• I• •• • •• • • BO OO T *AJ- • • • •••• • • • 8.705 •• • •••• • • • •• • GAP CLOSURE 3.500 0.5607 DOOR STOP 8 eno 8 0 ;!;a M IA M ID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Wasco Products Inc. 22 Pioneer Ave. Sanford, ME 04073 JI ECEIV JUL 2 8 Z006 AMCA MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by IVrami -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: Wasco Model GSHR Aluminum and PVC Skylight APPROVAL DOCUMENT: Drawing Number HR2004 titled "Hurricane Resistant Wasco Sky window Skylights Model GSHR ", sheets No 1 through 6 of 6, prepared by Wasco Products, Inc. dated 07/19/04 with last revision on 08/11/05 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large & Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement "Miami -Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein and the laminate shall be properly marked by the laminators of Saflex PVB, Old castle Glass Group. RENEWAL of this NOA shall not 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 consists of this page, evidenc'pago and ::,proval4unlgnt mentioned above The submitted documentation was revie* d by >fodt,r.E. • • , ••• • • • • • • • • • • •• • •• • • • • • •• • • • • ••• •• • • • • • • • • •• • • • ••• • • • • • • • • • • • ••. • • • • • • • • • • •• • • • ••• • • • • • • • • • ••• ••• • • • • •• •• •• • • • • • • • • • ••• •• •• NOA No. 04-0728.03 Expiration Date: October 20, 2010 Approval Date: October 20,2005 Page 1 Wasco Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by Wasco Products, Inc., titled "Hurricane Resistant Wasco Sky window Skylights Models GSHR ", drawing number HR -2004, dated 07/19/04, with last revision "D" dated 08/11/05, sheet 1 through 6 of 6, signed and sealed by L. B. Murray, PE. B. TEST REPORTS 1. Test report on Large Missile Impact Test, per TAS 202, Cyclic Wind Pressure Test per TAS 203 and Uniform Static Air Pressure Test per TAS 201 on "Series/ Model: GSHR ", prepared by Architectural Testing, report No. 48655.04122 -18, dated 07/20/04, signed and sealed by S. M. Urich , PE. 2. Test report on Large Missile Impact Test, per TAS 202, Cyclic Wind Pressure Test per TAS 203 and Uniform Static Air Pressure Test per TAS 201 on "Series/ Model: EFHR ", prepared by Architectural Testing, report No. 48653.04- 122 -18, dated 07 /20/04, signed and sealed by S. M. Urich , PE. C. CALCULATIONS 1. Anchor calculations, on page 1 of 6 of drawing HR -2004, dated 07/19/04 with last revision C dated 07/14/05 prepared by Wasco Products, Inc signed and sealed by L. B. Murray PE. D. QUALITY ASSURANCE 1. Building Code Compliance Office. E. STATEMENTS 1. Letter of No-financial interest issued by Wasco Products, Inc. dated 07 /19/04, signed and sealed by W. A. Tillit, Jr. PE. 2. Code compliance letter issued by Tilteco, Inc., on 08/22/00, signed and sealed by W. A. Tillit, Jr. PE. 3. Notice of Acceptance # 05- 0819.01 issue to Wasco Products, Inc on 10/13/05 and expiring on 10/13/10. •• • • ••• • • • •• .• • • • •• • • ••• • • •• • • • •• • • • • ••• • • • .. •••• •. • ••. •• 0 • • • • ▪ •.• • .. • • • • •• . •• . • • • ••• • • • • • • • • • :.' •• ••• • • • • •.• • • • • • E -1 0S o F, ont, P. E. Senior Product Control Examiner NOA No. 04. 0728.03 Expiration Date: October 20, 2010 Approval Date: October 20, 2005 GSHR.HURRICANE RESISTANT WASCO SKYWINDOW ' SKYLIGHT MODEL • STANDARD SIZES 0.0. OF CURB • LENGTH • WIDTH NAILS . REQUIRED DESIGN , AREA (SQ. FT.) WIND ' LOAD —PSF TOTAL . LOAD —LBS. LATERAL LOAD PER NAIL - LOS 2222 , 25 1/2 X 25 1/2. 28 , 4.5 • 50 . 225.78. 8.06 4622 . 49 1/2 X 25 1/2. 40 , 8.75 . 50 . 438.28 • 10.96 • 4630 • 49 1/2 X 33 1/2 • 44 • 11.5 . 50 . 575.78. 13.09 4646 • 49 1/2 X 49 1/2• 52 • 17 • 50 • 850.78' 16.38 2248 . 25 1/2 X 49 1/2 ' 40 • 8.75 • 50 • 438.28' 10.96 ° 3048 ' 33 1/2 X 49 1/2' 44 • 11.5 • 50 ' 575.78' 13.09 ' { 2° MAX 8d S.S. OR GALV NAIL MINIMUM 2" MAX SILL NAIL LOCATION • 8d NAILS • EQUALLY SPACED 4° 0.C. MAXIMUM • TYP p-- - -r-- — -r- ---p e a a a a i a 1 c 2111/11.11211C11' Bd NAILS EQUALLY SPACED , 4" 0.C. MAXIMUM TYP 4 SLOPE - DOWN i 2° MAX • 1 American Forest & Paper Association (AF&PA) National Design Specification (per FBC Chapter 35 Section 3502). From Table C12.3 -1 allowable lateral Toad for 8d nabs Is 85 Ib /nalL Mmdmum uplift for Largest size is = 10 psf X 50 5/8"X50 5/8° = 890 Ibs ' 144sq(n /sqft 890 Ibe, = 17.11 Ib /na0« 85 Ib /nat allowable. , 52 nab PLAN VIEW SCALE: 1 1/2 " =1' -0 -•- } RETAINER SCREW LOCAIION 49 /2" EQUAL SPACING 0.0. OF CURB 12 3/4° MAX • (MAXIMUM) TYP • (WIDTH) • MAX 6" MAX WASCO LABEL ' ANSI Z35.1-72 CLASS 1 • RETAINER SCREW LOCATION - EQUAL SPACING • 12 3/4° MAX TYP 49 1/2° 0A. OF CURB (MAXIMUM) A (LENGTH) 6° MAX A aem -01 Cid IOy24.>5 n DESIGN PRESSURES • LARGE MISSLE IMPACT ' +Tso P.S.F. . • —50 P.S.F. NOTE 1) ALL ROOFING DETAILS SHALL COMFY 10TH • CHAPTER 15 OF FLORIDA STATE BUILDING CODE ®2) 4 MIN DISTANCE FROM LOWER UP OF ANE2 TO SURFACE OF ROOF 15 SHOWN FOR SHINGLE ROOF OR BUI6T.UN YATHOUT • IN IF IN AI•/0R TILES ARE • 1HE 119 (IP EACH VISPO0 4T MUST PE•NDDED 40 MAINTAIN THE• • • AD MiA110E n 1 • • • • •• • •SrAtleNERS SUPPUED BY INSTALLER MUST / • �i NiAPARE OF WIT} TANDNIG ALL LOADS 'o,xi ON THEM•IND•13EPATIBLEi61H f AND ALP R001* MATERIALS. • • • • •• • • • • • �•••• •• •• Applio_folowlas Iwo Ftoaada Coda • • • • •••• • SSP • 0 CflffRAL o8%(1 /OS LPP SS, C GENERAL 07/14/06 LPP SIP 6 ND c11ANGE TITS SR. 03/11/ SSP 69 A MANN. ISSUE 02/04/05 SS, 554A 0 DRAFTER SJJER ABBOIT Dia 07/19/04 DEStlOP1124 ALUMINUM aAD PVC WM MOUNTED FLED SOW* WASCO PRODUCTS INC 22 FOUR AW. PO E02 351 S59U DAME Oar3 (207) 324-8050 PAO (207)+90-4408 *OCTNue NR -2004 1 rs B 1EON a MURRAY OM PLMVE 57RUC1L AL /e\ REGISTRATION / 57110 J /A \OLDCASTLE GLASS GROUP PERRYSBURG, OH. ' 15/16° I.G.: 3/16° CLEAR TEMPERED OVER 11/32 HEAT STRENGTHENED LAMINATED ' (1/8' H.S., .080 SOLUTIA SAF1EX PVB, ' .030 SOLUTIA SAFLEX PVB, 1/8' HS.) W/' 3/8' SEALED AIR SPACE /A\ (8) 1/4° DIA. WEEP • HOLES LOCATED 2 1/2° FROM EACH END. 50 5/6 µAx 5/6" 12 ' 2 3/6' X 3/8' DESSICANT FILLED METAL SPACER 8d STAINLESS STEEL NAIL FURNISHED BY WASCO , 1/4° X 3/8° TREMCO SG900T STRUCTURAL GLAZING TAPE (OR EQUAL) ' DOW- CORNING 995 OR 983 SEALANT CONTINUOUS AROUND PERIMETER , 1/8° (APPRDX) X 1 1/2° ' DOW - CORNING 795 SEALANT ' CONTINUOUS AROUND PERIMETER /A\ 4° MIN. SEE NOTE #2 • ON SHEET ONE ROOF SURFACE 5/8' 2X6 MIN. SOUTHERN YELLOW PINE LUMBER FOR CURBING MATERIAL TO MEET MIN. 4° CLEARANCE ' CAPABLE OF SUPPORTING ALL LOADS IMPOSED ' INCLUDING THE FORCES OF GRAVITY AND ALL THOSE CONDITIONS CREATED BY WEATHER ' /\ (NOT BY WASCO) • ACROSS S 2 scuE e' =r —G ECTION ' /A\ 2 CROSS SECTION (SIMILAR - ANGLE CHANGED) ME: ro' -o 5/8` SARUNK DSM #5775B4 °T' GASKET / \ s #10 x 1 3/4' S.S. TAPPING SCREW • (SEE PLAN VIEW FOR LOCATIONS) - �NYCARBLOCK�A BLOCK/SPACER MOLDED /� j� /\ AT EACH SCREW LOCATION ��\ ��\ ��\ ALUMINUM VTR RETAINER ' CS /GS EXTRUDED PVC SKI. (Die #2062100) - NOA #05- 0819.01 PERIMETER MEMBER PATH MITERED AND WELDED CORNERS Bd COMMON STAINLESS STEEL /A\ NAILS @ 2° FROM EACH CORNER & 4° O.C. W/ 1 1/2° MIN ENGAGEMENT • (FURNISHED BY WASCO) • ROOFING MATERIALS, SUBSTRUCTURE 1 / \s L , • • AND COUNTER FLASHING • • • • (NOT BY WASCO) IN COMPUANCE PATH CHAPTER 15 OF F.B.C. • • O,± b,zss •••• • • •••• • • •• •• • • • • • nn n •••• •. • •••• •• • • Ai • • •• • • • • • •• •• • Ewe • • • • • • • • • • • • • Atom • gems • • • • • E NOA EXT N • • • • 6/05 SSP D DDIERAL al/tt /D5 IPP SSP C GEI&R& 07/14/05 LPP SSP 8 GENERAL. SSP DS A DENERAL 92/04, SSP 0 DRAFfEk SCR/ AE 0 0KFR A%OTT DATE 07/19/04 /A\ ALMOW aAn PVC CURBM0UNTE0 FIXED SkYL1GHT• WASCO PRODUCTS' -INC. 92 POUR AVE. FO BOX 351 SA14'ORD, tbm* 04073 (207) 324-8080 FAX (207) 490 -4405 AROIXICT NAME 1dA AlfMEWMT STiL9NNESG9& OOgAiFNT: IN-2004 IPAQE 2 c*' ENS LEONE MURRAY O1SLFLWE• STRUCTURAL n REGISTRATION # 57110 -- 0.985 —1 0.082 1.250 1.035 ---I POLYCARBONATE INJECTION MOLDED GLAZING BLOCK AX i 0.093 RETAINER - (INVERTED) STAKE - (4) PER SIDE ALUMINUM RETAINER CORNER STAKE 0.041 , 0.123 0.180 0.079 f R0.036 0.453 RETAINER GASKET MATERIAL: SARUNK DSM #577584 ••• • ••• • • • • •• ALUMINUM RETAINER /CORNER STAKE DETAIL • • • • B UPSIDE DOWN '• • • • • • temmtimuoreoe• • • ttlilliAptcodg • • • • Bo Oct. l O, 2aoS- • • •• •• • • • • • • • • • •••• ROA EXTRUSION* • • • D c 0 A NERAL • • GENERAL GENERAL 40/08/05 07 /14/05 03/11/05 02/0%05 • • •. r LPP SSP LPP SSP SSP D5 S0 CHERI REk 0 ORM SEWER mutt DAZE ABBOTT 07/19/04 /H\ ALUM9JUM GAD pv 0195MOUN1197 FAD sii wir WASCO PRODUCTS INC. 22 vq�ER AYE ro Rat sat s41•�. aRn (207) 324 -0040 FAX (207) 400-4405 MOM 11199 OSNO .4TJ1 RS'i48as6964 =am PAGE HR -2004 I 3 OF 6 LEON a MURRAY ^ DISCIPLINE STRUCTURAL A\ REGJSTRARON / 57110 A WHITE CAP STOCK THIS LOCATION ONLY o.100 2275±.020 0.172 , 0.440 0.050 -� 2.812 0.843 r 90.0' 80.090 1.000 / 0.080 -I - 0.640 --- 0.156 -1 0.100 • I--- 0.145 0.857 1.032 0.080 ! \l CS /GS EXTRUDED PVC SILL (Die 0062100) — NOA #05- 0819.01. sOALE: AS MANUFACTURED BY: WASCO PRODUCTS INC. • 22 PIONEER AVE. SANFORD, ME 04073 GENERAL. NOTES: ' 1. RIGID PRORLE • UNSPECIFIED DIMENSIONS: UNLESS OTHERWISE NOTED EXTERNAL WALLS: 0.080±.008 INTERNAL WALLS: 0.050± .012 RADII: 0.016 DIMENSIONAL TOLERANCES PER ACTUAL STANDARDS UNLESS OTHERWISE NOTED 0. AREA OF CROSS SECTION: 2.154 SOR IN • 2. PROFILE WEIGHT a. TOTAL WEIGHT OF PROFILE INCLUDING RIGID AND CAP STOCK = 269± GRAMS. MATERIAL NOTES: 1. CS/ITS WHITE RIGID PVC EXTERIOR EXTRUSION PRORLE (Die #2062100) AS MANUFACTURED BY: WASCO PRODUCTS INC., 22 PIONEER AVE SANFORD, ME 04073 • • • • • • •••• • • •••• AK a:rt : Ar4 Faasaav taut <41; • • • Fbga» NOA4+ Mod IMO Division x'=.17 tX/�f'a ►F" /\ CS/GS EXIThJDED PVC SILL NOA No. 05- 0819.01 • APPROVAL DATE OCTOBER 20, 2005 EXPIRATION DATE OCTOBER 20, 2010 � PER AAMA LETTER DATED 07/20/05 TO DADE COUNTY. / C \ PVC PROFILE TEST RESULTS MEET THE CRITERIA APPROVED BY DADE COUNTY. • • • • At • • ••• • • • •• ••• • • • •• • •• • • • • • •• •• • • • • •• • • •••• • • •••• t • •• • •10••• • • it, IP* • • • • fig ••• •I r••• (C�7 • • • • a1- EX1RU9d1 • • /08/05 0 tIENSW. •• !8/11/06 LPP SSP C GENERAL. 07/14/05 TAP SW 0 3/11/05 SSP 05 rev 0 sum S mitt ACTT SW DA10 07/19/04 INSCRPOOk ALUMINUM (AAO PVC aIRSIOUNTO TOTED SKYLIMff WASCO PRODUCTS INC. 22 Poo Abt Po ea 331 skwagoks awn (201j 324-8080 FA1N (207) 40 -4405 Rem Num MSSAM!169 I SHIT 1 PACE HW2004 40r6 LEON a MURRAY � DPLA1E STRUCTURAL /C\ REGISTRATION # 57110 FULL RAD R.I88 L 2.085PT 1.502 .252 LI— I.112±.021 — .083±.010 • r .050 2.344 ' .193 ' .273 .140 I. 160±.012 1.000 .050J .080 r .073 050• R.025 I .138 ALUMINUM VTR RETAINER SCALE: 2"=1" VI TEX EXTRUSIONS ' AREA: .317 SO IN . CUSTOMER: WASCO PRODUCTS PERIM :10.893 IN • PART NAME: VTR RETAINER • DATE:I -17 -04 4NT. /FT._368 LBS • CusT Dws IREV 2119000 • DWN 8Y: NJS • MArI.: 6063 -T5 ` SECTION No. 900951 ' scAL.E: 2X • NOTES: 1. UNLESS OTHERWISE SPECIFIED: STANDARD ALUM. ASSOC. TOLERANCES APPLY ' BREAK SHARP CORNERS R.0I5 MAX. .045 UNSPECIFIED RADII = .015 � L--- .138±.007' R.360 .045 .183 40° .038 . .060±.006 R.010 (2X) GX*• lo, 20.1s' ..•. • • •••• • • • • •• • ••• • • • • • •• • • • • •••• •• • • • • • • • • •••• • •• • • • • APRuved As •• • ••uw,eulwo:i••.• • • • p�q� • • BY • • • • •• • •••• • • . E GE aM. • • 1008/05 LPP SSP D OENEJW 08/11/05 LPP SEP C GENERAL 07/14/05 LPP 55• 8 NO CIIANOE 1105 5117. 03 /11/05 SSP DS A CZNERAL 02/04/05 SSP C20_CK1 REV; DRAPER CIff0O:R DA•IE: 0 SV bonnet ALIANNUM CLAD PVC CURB MOWED FThW SKYLIGHT 1/24/05 WASCO PRODUCTS INC. n MOIR A1£ PO 80X MI WORD, fles (207) S24 -8000 PAX: (207) 480 -440 Asoouct NAVE: n WOWS& sxeIS DES am DOg8101E PAGE HR -2004 5 OF 6 LEON B. MURRAY � DJSCiPUNE STRUCTURAL /C\ REGYSIRADON / 57110 .250 R.060 .790 .010 DP. X 90• 1.D. O.080— - A 4> .790 1.250 0.080 C4> ALUMINUM RETAINER /CORNER STAKE SCALE: 3 " =1" ES'' AREA .149 `�'' PERIMETER 997 Alcoa Extruded Construction Products EST. WT. PER F7. .179 FACTOR 28 CUSTOMER WASCO CITY SANFORD sun F MAINE STANDARD� t FOR PRODUCTS UNLESS N KEY CIRCUMSCRIBED CIRCLE 1 -2 REVISIONS DATE A ADDED DIM. 7/31/2001 SCALE 3X1 DRAWN BY M.M. DATE 12/12/2000 CUSTOMER NO. 2090905 8 ADDED CUST. NO. 9/28/2001 END USE CODE PRODUCT CLASS ® H� AU. CORNERS .015 RADBIS umas SPECIFIED LNSPCDmeo WAIL THICKNESS .060 Ausnirsiosa 6063 —T5 t2e to, 2aas ••• • • • • • •••• • • • • •• • ••• • • • • • •• • • • • • •••• •• • • • • • • • • •••• • •• • • •• • • • • • • •• •• •• • Ap•modes c4lapilylug with the • • • • • D1om4Ga &aS3 • • • Soo •••• Dail ez -r rilv4 :01! • • «n.. • • • • r' •••• • • NDA IX1RUU9ON 10/08/05 LPP D GEIIDtAI 08/11/ IPP SSP c GENERAL 07/14/05 LPP SSP 9 NOTES DO/11/ffi SSP DS A GBIERAL 02/04/05 SSP REV: 0 DRAFTER SSP DATE: 1/24/05 tesceyomg ALUMINUM CLAD PVC CURB MOUNTID MED SKYUIIIT WASCO PRODUCTS INC. 22 PST Av. PDRmc241 t2lEwD72 (207) 3244200 FAN (207) 490-44E6 PRODUCT NAME MOESW swum at DOC)MENT. PAGE NR -2004 ' 6 OF 6 LEON S.. MURRAY � DJSDIPUNE STRUCTURAL /6\ REG1STRA71ON # 57110 MIAMI•DADE V' Imo, (,,,0 614v MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Pittsburgh Corning Corporation 800 Presque Isle Drive Pittsburgh ,PA 15239 Your application for Notice of Acceptance 1 1 o Glass Unit Masonry Installed with Mortar under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0306.02 EXPIRES: 08/06t2006 Raul Rodriguez Chief Product Control Division THIS LS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 04/19 /2001 •. ..• • • • • • •. • • • • • • •• •.. •• • • • •. • 0 • •• • • • • ••.• •• • . • • • • . • •• • ••• •• • • • • • • • • • • • • • • • • • • • •• • • • ••• • Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \ 150450001 1pc2000tltemplateslnotice acceptance cover nk' iot • • • • • • • • Internet mail address: postmaster®buildinggadil'114o4 • bgipage: http : / /www.buildingcodeonline.com Pittsburgh Corning Corporation ACCEPTANCE NO: 01- 0306.02 APPROVED: APR 1 9 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE: SPECI IC CONDITIONS 1. SCOPE 1.1 This revises the Notice of Acceptance No. 99- 0803.01, which was issued on 09/16/99. It approves Pittsburgh Corning Glass Blocks as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, (SFBC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Pittsburgh Corning Glass Blocks shall be fabricated and used in strict compliance with the following documents: Drawing #A, titled "Regular Thickness Glass Block Panels ", prepared by Pittsburgh Corning Corporation, dated 03/01/95 & 03/03/95, with latest revision on 07/08/99 sheet 1 of 1. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as approved drawings. 3. LIMITATIONS 3.1 The Glass Blocks are for use as non -load bearing walls. 4. INSTALLATION 4.1 The Pittsburgh Corning Glass Blocks shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product up to 30 feet above grade will require a Hurricane Protection System, but for installations over 30 feet above grade it will not require a Hurricane Protection System. 5. LABELING 5.1 Each block shall be permanently labeled with the manufacturer's name or logo and the Miami -Dade County Logo. 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the SFBC in order to properly evaluate the installation of this product. •• .•• • • • • • •• • • • • • • • •• ••• •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • .2- • ••• ••••• • • • • • •. ••• • •••• • • • •• •• • • • ••• • dido Font, PE, Sr. Product Control Examiner PrpdtIct Control Division ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Pittsburgh Corning Corporation ACCEPTANCE NO: 01- 0306.02 APPROVED: APR 19 2001 EXPIRES: 08/06/2006 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. •• ••• • • • • • •• • • • • • • • ••• • • • • • • Candido Font, PE, Sr. Product Control Examiner Product Control Division • • :!!rfr •• • .. • • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • • • • ••• • • • • • ••• • • • sue, or wood Femhp PH. AA &N paint • Atahoe & 866100 0 Jamb Had Loaeon (ONLY) Type I Layout 6' 0. MComaa W)d• 11111111111KM! � immoral* mnoriri enunii■ Moan, 1/4' Co 00' &V 0 Pala 12'x17x4• (Nominal a.) class Nook Unite Pan./ Anthem & RdMomam0N scary.&Nr mum er,6' C.e. **hem Is las Aephof Emu1bn 800 Manor 88 toosbon • Glass Block Units: 12' x 12' x 4° (nondnal alze) DECORA• pattern used. • Mortar lype'8' per ASTM 0270. • ReWorcement Ladderlype, 9-gauge, 2' wide with butt-welded cross -wires at 18' o.0.. hot - dipped galvanized. • Panel anchors: 20 gauge perforated steel strips, 24' x 1•/+', tot - dipped galvanized, at both jamb and head locations anchored with 010 x 1'A" tong prMead screws with *10 washers (2 per panel anchor) or (1) •Ion` x 1'/." HIIll Kwik Bolt II. • Expenelon Material: •A` thick polyethylene type. • Sealant Silicone type. Design Pressure Rating +I-75PSF Pittsburgh Corning Glass Block Series Pattern Nominal Dimensions • Face Thickness Regular ARGUS• 8'x 6"x4" 8'x8°x4' 12'x12 "x4' .187' .187' .375' Regular DECORA• 8' x 8' x 4° B'x8'x4" .187' .187' 12'x12'x4' .375' 4'x8°x4° .187' 8°x8'x4" .187' Regular ESSEXXAA 8' x 8' x 4' .187' Regular Ice8oapes° 8' x 8' x 4' .187' Regular SPYRA• 8' x 8' x 4' .187' Regular VUE• 8'x6"x4' .187* 8'x8"x4' .tar 12"x 12' x4' .375' 4" x 8' x 4' .187' 6'x8°x4° .187' THICKSET' DECORA• 8' x 8' x 4" .75' 8" x 8' x4" .75' THICKSET" ENDURA" 8' x 8' x 4' .75' THICKSET* VUE• 8' x 8' x 4' .75' 8' x8* x 4' .75' (2) 010 x11/4° ° LPH Screw & el0 Washer or ' /,." x 11/4" HBO Kwlk Sol 018' c.c. & 1' Emb. Seaton PC• Expansion Skip PC Panel Anchor PC Glass8lock• Unit Panel Anchor Restraint Detail AA (2) 010 x 11/4' LPH Screw 4'/' -4Ye' Clear Opening & 010 Washer or 'he X 1'4 HMI Kwik Boit II Parldrlg Material Channel x 4Ye x' /,' 8083- T82ALH. PC GlaesBlock° Unit Sealant PC Expansion Strip 1' Min. Channel Restraint Detail B -B amµ a Wood (ae• AA 018'9) Pent Anohoe Type II Layout r 6•Meximen WM• Expansion 816p & SNOW 0 Jamb Neal Locations • MoPar Ohm (ryPm°9 Ia. 016.x4' (Nemhal Nxa) Ohms Slack Units Penal Anohan & Raln,ernnunt rrely taw m 11 16• mina • ••o1wtEmubls eon Mennen 88 Lae6an • •••• •• • Specifications: • • • • • • Glass Block Units: 12' x 12' x 4' (nominal size) DECORA• pattem used. • Mortar: -NMI 9' per ASTM 0270. • • • • Reinforcement Ladder type, 9-gaule•2 olds Mtn b ttwed%ipoatwirea at 18' •A • • • • hot -dipped galvanized. • • Panel anchors: 20 gauge perforete0U,1 r s:24' x We, trot -dipd galvanized, at both• • Jamb and head locations anchored rdth *10 x the long panhembe•rawa with *10 washers (2 per panel anchor) or (I) she• x 1' /.' Hid Kwtk Bolt IL • • Expansion Material: thick poyet8dene s •••• Material: °h • Sealant Slfcone type. • • • •••• • • • • • is • • • • • PRODUCT BMW= ACCEPTIANDE eXPIPATIOND 0 r ' i 0 - DIVISION BUILDING CODE wawa; Design Pressure Rating • • +1.60 PSF APPROVED 113 yid '58 BUILOINB 000E OMEN BIaLDtNG CODE ib wuMdE WRl0 ACCEPTABOENO. II-0803. 01 Cam(. D. i+a41S,PE TITLE REGULAR THICKNESS GLASS BLOCK PANELS DESIGN N.T.L. DRAWN N.T.L. CHECK SCALE N.T.S. DATE 3-1 -95 DATE 3 -3-95 .. N.T.L. OAT, 7 -8-99 PITTSBURGH CORNING CORP. 00O PRESQUE ISLE DRIVE PITTSBURGH, PA 10039 05/18/2006 THU 11:53 FAX BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT' CONTROL DWISION 121002/008 MIA'VII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 . MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) TRACE Security Windows & Doors, Inc. 5100 N.W. 72°d Avenue Miatai, FL 33166 RECEIVED �lll 2 8.2006 Bx-_ j1011C . 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 (AHD). 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 AM (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This-product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — Impact Resistant - APPROVAL DOCUMENT: Drawing No. W99 -62, dated 01/13/03, titled "Coastal 240 Impact Single Hung Window', sheets 1 through 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, signed and sealed by Frank L.Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami Dade County Product Control Division. MIssuz IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a. renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERM]NATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or 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 # 99- 1028.06 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewel by Slauaea $r an 1.E. • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • •• • • • •1• • ••• • • • • • • • • • • • • • •• •• ••• • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• NOA No 02- 1120.03 Expiration Date: March 17, 2008 Approval Date: February 6, 2003 Page 1 05/18/2006 THU 11:54 FAX 2004/008 TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) D. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 97- 0731.15 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 01/08/98, expiring on 01/08/01. 2. Notice of Acceptance No. 98-0728.05 issued to Solutia, Inc. for "Sailer IIIG PVB Polyvinyl Butyral Interlayei" dated 08/27/98, expiring on 05/21/01. 3. Notice of Acceptance No. 96- 0924.06 issued to E. L DuPont DeNemours for "Laminated Glass with Butacire® as Interlayer" dated 12/11/97, expiring on 12/11/00 ' E. STATEMENTS: . 1. Statement letter of conformance and re- certification, also notifying previous engineer his intent of taking over his previous work, complying with Section 61G15- 27.001 of the Florida Administrative Code, signed by Frank L. Bennardo, P.E. • 2. Statement letter of no financial interest, November 14, 2002, signed and sealed by Frank L. Bennardo, P.E. 3. Letter requesting a revision consisting of an engineer change only and a renewal, dated 10/28/02, signed by Scott A. Kennedy. OTHER 1. Notice of Acceptance No. 99- 1028.06, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal -240" Aluminum Single Rung. Window - Impact Resistant, approved on 03/17/00 and expiring on 03/17'03. •. ••• • • • • • • • • • •• . . . • ••• • •• • ••• •• • • • .•• • • • •.• • • • • • • • • E -d. . • •. • • • • • - • • • • • • • • • • •• • • • • • ••• • ••. • • • • .•• • • • • • • • • • • • • • • • • • •' • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • %lam Manuel Perez, ' Product Control Exa NOA No 02 -11 1.03 Expiration Date: March 17, 2008 Approval Date: February 6, 2003 05/18/2006 THU 11:53 FAX • 2003/008 1 RACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • (For File ONLY. Not part of NOA) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 -62, Sheets 1 through 3 of 3, titled "Coastal-240 Impact Single Hung Window", prepared by Frank L. Bennardo, P.E., dated 01/13/03, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PA. 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 • 4) Large Missile Impact Test per SFBC, PA 201 -94 5) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 6) Forced Entry Test, per AAMA 1302.5 and PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/99, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23/00, signed and sealed by William R. Meaner, P.E. 2. 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 AAMA 1302.5 and PA 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by'Fenestration Testing Laboratory• , Inc., Test Report No. FIL-2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. C. CALCULATIONS: 1. Anchor calculations, sheets 1 thru 13 of 13, prepared by Al- Farooq Corp. dated 8/27/99 and 2/24/2000, signed and sealed by Humayoun Farooq, P.E. • 2. . Anchor calculations, sheets 1 thru 6 of 6, prepared by Frank L. Bernardo, P.E.. Consulting Engineer, dated December 30, 2002, signed and sealed by Frank L. Bennardo, P.E. • • • • f anuet Per /Vf • • • • • Product Control • •• ••• •• • • • •• NOA No 02 -1 1.03 Expiration Date: March 17, 200S • • • • • • • • • • • • • • • E:1••• • • • • • • • •• ••• • • • • -0 •• a.• • •—• —• i- • • • • • • • Ale • • • • • • • • ••• • • ••• • • • • ••• • . • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • • ••• • • • • • • •• • • • • • • , . • ••• • . • • •• I • • , •r— • • • ol.-- • • . •__.... .10 • .....__•.. .____•_•••••__•_. ...-, -3 7 . ___.....__....._. • • • • • • • s -- — .--1-- _ • • • • 1 . I, • K ,,, Le, ism* 4 • • • A:1 . i - I -11 i .--... U9 0 ! 1 L-I-C-1-1 i 44-4 - ---"Illigl in ru N 1 a • • - • • * • •11. it g , . -,, • • • ..-. • p • • • • • • • r :. . : • • • • • • g :4 : • th• • • ' ,.. ... tg • • • oh • • • • • • N . 5,' X 1-1" Ei 1-----22 1 t ... 6. 1 § il'i r-- i gc) tp fss i .1)2_1„1. • m • ) • .i..-L--F5 -1 v, .... ...1 i - h- ,1'.; • . m v • .. • . . • • - .. • • • Aik\. \ A, A ■Npr.,_,, \ k. . .\\ • Imik, \ ._...... , . 1 '%. , .7,•;. - --,--- \ • . . . . - - t . , • :::. .; .; *: : . - - •T' — , - , 1:11117, ____Alr lik7 Illelr . .T-E.grii 111LAMIlagraa'1\• mik..-wiw, I.N...m..■_ ....1■En.... 1/4, p in -s, E.•*,• . : ' I V.4.1 . • - (9 . -.• , . I COASTAL-240 IMPACT SINGLE HUNG WINDOW PRANK L. BENNARDO, P.E. • • 6 cPlii ii, TRACO SECURITY WONSULTING ENGINEER INDOWS & DOORS INC INC. - ri ='!'-'• 4.4411.41:7RTA DIXIE 4-1/adttiLLAI? i 5 .-0 71 PROGRESS AVENUE noc..A. fq.47.014. Pl. .a3 431 •• • . ' ' . .• • all I il111111 CRANBERRY TOWNSHIP, PA 16166-3596 " TEL. (724) 776-7000 (561.1,38.62a88.50C4561) 3914862 , . . 4 ' ' .. "' ' , .... ILIUMPLIMIZNICSINEMIRINCS=4.1 ' WW1, FRANK•FLBENGINERRINGLOI ' ■ - t . ' '," 875- --- .758 '1161 TYP, L750 '.;. 1078 • •• L195 ••• •: • •i••• LAPS • •(•• L68t • e,623 062 /YP, .562 IYP. .7!6 SASH SIX RAIL. .062 iYP. 1 IE81 1.755 2.625 MAME JAHR 2.927 ELI 8797 FRAME TOP _gORNER FRAME BOTTOM CORNER I VENT BOTTOM CORNER Appnmcd mmfijiapOO I8 }latidAgo .. noAI inflIWi]rik IUlimfo+di' ,. .C.. O O CO CO C° • • • •. • •• • • • • • • • • • • •• 950 •ANEL TON RAIL• • 0 PANEL BOTTOM RAIL PANEL BOTT01el. CORNER Ervin D0. WW NibQ ~wan f fA. PE Jr t6537 DEC 21 2001 ZONV,►it 4,0v ktv- t•.: • . :`1 .v F:•VICu • . • '•• • •i • • • • f • • •• •• • • • ••• •III•• • • 1' H 47 D1.A 1FIX. LITE) . 13 112' 9498. © 11EI.n�sILL /I6•" UMINLS® ANN. CUSS 0 /,., 5/16; j1NAL LAM f§{9SS 0 INT. (.) 19 -I/8" •• •� • ��' • • i 28 -1/2' 26' •• • 13 1/2' NAX. READ /SILL 47 1/8' I 6' Tux. P. I 11Y' 6' 59 t1 SY!' sr 1L1 4j§• S gw, 91 • 5)4 Qv 10k6' 11: vice w III X Ye u' ANCHOR SPACING AT JAMBS FOR VARIOUS HEIGHTS I '41111( NOTE. ANCI6IR SPACING NAY BE MINDED TO THE NEAREST FUU.. INCH SEE saw FOR N0. OF ANCHORS I 6Y'. PER ,M6 7Y TYPICAL ANCHORS; /A 3/8 Sill RIM 2BY PENETRATION INLO woo 3/16* STRUCTURE 3/16' 1APCONS (BY ELCO) OR EQUN. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE. INTO 20Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" kW. PENETRATION INTO W0011 7• 63 •• • • • 5* MA%. VINOOV v1DTH TYPICAL ELEVATION 7E51E0 UNR 3/16' TAPCONS (BY ELM) OR EQUIP, CONC. ANCHOR HffiDINO CURRENT NOTICE OF ACCEPTANCE, THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY SWAM N �1c.' FRAUE AND VENT CORNERS SEALED WITH SCHNEE LIORDIEAO 5504. 1-- - -1/6' ANN. GLASS I/8' ANN. CUSS 1 09O *116294578 SANER P!8 ,020 INIFAIAYFR SMOTE WO T�-IAA A7ED or 'SOLUTN' MFG. 8f 'DUPONY 1/8' ANN. GLASS 1/8' ANN, CLASS SIMONE 0088 CORNMG 1199 SILICONE CCRIBNG 1188 5/16' 0259901 LAX ANL CLASS 5/18' OVERALLIttI1, ANN. CLASS IA1,194ATED 81 '01149002' f 71N OPTIONS LAMMED 87 11D4POL455 DESIGN 7AAD CAPAC6IY - Par I2I30! DIMS. /I6•" UMINLS® ANN. CUSS VIDnt 11EI0N7 EXT. N) INT. (.) 19 -I/8" 62.0' 62.0 28 -1/2' 26' 82.0 62.0 37' (4)• 62.Q 62.0 55 -9/8 62.0 62.8 19 -1/3" 62.0 62.0 28 -1/2' 38 -3/6' 62.0 62.0 37' (4) 620 82.0 51 -1/8. 02.0 82.0 18 -1/8' 62.0 82.0 26 -1/2" 50 -5/8' 62.0 62.0 37' (8) 62.0 620 53 -1/8 62.0 82.0 18 -1/8" 62.0 62.0 28.1/2" 57' 82.0 82.0 31 (7) 62.0 62.2 ' 63-1/9 62.0 62.0 18 -1 /8' 62.0 62.0 26 -1/2' 63• 62.0 82.0 37' (7) 62.0 620 S3 -1/8 62.0 620 19 -1/8' 74 -1/4' 62.0 62 0 62.0 62.0 26-1/2' 37' 17) 62.0 62.0 M NUMBER 1N PARENTIIESTS INDICATES 1 OF ANCIIQRS PER .IANH. LAME 1LLSSILE IMPACT BFSi17ANf 'WINDOWS • SMUTTBRS NOT B'QUIRED NOTES;! L CDDE 2001 EDI72091.1 ALSO FOR SAND FLORIDA OAD5 AS PER ASCE 7 -98 061N0 00RRE540N01NC LOAD5. 9. MOOD SUGAR 86 OTHERS, RUST DE A146I409I6 P80Pf6L7 10 10NSf4A LOADS TO 114E STRUCTURE. 2. ANCFt063 SHALL BE AS LISTED, SPACED AS SHOWN ON OEIAILS. ANCHOR EMBEDMENT 10 EWE MATERML 94//16 BE moo WALL DRESSING OR STUCCO, 6AiaaM4DaWtt olds Oat. NOD/ BX 2 : u •s47fl16141•I. MAW e 5 r.l rn R: "(J (J1 cr O O 0 PA 16166 -3L96 1 of 3 D M : UU99 -62. 414.0129 SEE ay. FOR $P ) wow toms NOT BY stxtanY ?mom, MUST susurt WADS IMPOSED IN SLAZ PIC SYSTEM AND TRANSFER THEM TO THE UILANO STAUCTURE. TEIN MO. 1/4' MAX. 2 3 5 6 PART 1111143110/ 4/13430/1XX 090- 00-872 OSO'00-916 1:60-00-41118 058-00-511 0:51-00.-5411 MX1-00-570 0S1-00-573 CBSCUIPTIOR 108115RIAL 11A2P./5uPPLEXIVFOCH50IS 2 FRONE HMO FRAME SILL .1418 60133-16 6003-1E 0063-45 VEN1 10P 9093-115 VENT BOTTOM 2 VENT SIDE FIXED WPM BAL 5083-15 6093-18 9 9 10 11 12 13 OW-00-M 012-00.135 012-00-535 040410-095 •0011-19-102 4/ ME AS ROIL .98 89:00. AS RECO. 12 98 00058. 14 007 -10.-010 2 15 16 044.45-030 050-420.-7111 04i-op-atm AS MOO. CIAM POP 6089-T6 6063-16 1W.UE ASSEMBLY Sane, VIZATT ASSEMBLY SCREW • g t" MPH SMS 111 X 1' PHPH SUS vowing; (Pow COATED row) SETTNO BLOCK .10.• x x 1-5/8' EONS mow commutto SCHLEGEL Q-LON ,375 X .190 e FROM ENDS Ilk MOSPAN SLICONE DON 1199 stmeertocx (AT 6-4/4 FROM EMS) et= AND txptax BALANCE 21NC CAST SNAP LATCH 3" LONG 111/ SPRING 1111111 wt 6083-55 80980550.10 1115 WINDOM 0085PONEN135 (We BOX) MIS MOTH VIBORG 10 19 • • • -• • 20 21 047-00-015 012-00-130 9910500 4 FIN SEAL FRE WC. RAIL ASSEMBLY SCREW • • • ARMORY 113DX1ratiaillg. int 0 r mint stts ••• TONCAL ANOVA 55E ELEV. FOR SPACINC 1/4 mgr. • • 81014 0 JAHR% • • ? VENT 11111111 • • • • • • •• as• • • • lVf 05 2BY *5�o BUCK OL EF'E N7 HEIGHT • • • • • • • • • • • • • • • • • • • • • 4111 Y NIMPW81110 ,1■11\,11,1t119,111 L IVO 1 t-r.'-' IIT.7-'7•=t•.A. 1:1 _ t• y , PIA476-747iii ( .;4..,_....e,..r 'AEIMMIMPRMIRMNr ,...11 • • • • • • • • • • • • • • • 0••• VINBOV WIDTH EXTERIOR ii•Mlii11011,11;; f :grolait. microns SEE ELEV. TOR SIACNO TYPICAL ANCHORS SEE EU% fill1 SWANS 10f OR EBY WOOD BUCK • MIA M IODADE cti(h l g 2OVL MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE TRACO Security Windows & Doors, Inc 5100 NW 72 Avenue Miami ,FL 33166 T BY: *MC& Your application for Notice of Acceptance (NOA) of: Series 140 (248) Aluminum Sliding Glass Door Impact under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, 'BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER I3UILDINC, 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1003.02 EXPIRES: 01/24/2007 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 01/24/2002 •• •. • • • • • • • • • • • • • • • •. • ••• •• • • • • •• • •• \\s045000 1 \pc2000 \ \templates\nouce acceptance cover page.dot • • • •• • . • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • • • •• • • • • Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office • • • • • • • • • Internet mail address: postmaster@buildingcodeonljn,cgm E tIonepage: http : / /www.buildingcodeonline.com • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TRACO Security Windows & Doors, Inc. ACCEPTANCE No.: 01- 1003.02 APPROVED: January 24, 2002 EXPIRES: January 24, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This Notice of Acceptance (NOA) approves the series 140 (248) aluminum sliding glass door, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 140(248)Aluminum Sliding Glass Doors and its components shall be constructed in strict compliance with the following document: Drawing No W01 -59, Sheets 1 through 5 of 5, titled "Series 140(248) Alum. Sliding Glass Door," prepared by Al Farooq Corporation, dated 8/30/01 and revised on 12/20/01, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the NOA number and approval date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to the configurations shown in approved drawings. 4. INSTALLATION 4.1 The Series 140(248) Aluminum Sliding Glass Doors and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will not require a hurricane protection system 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. •• ••• • • • • • •• • • • • • • • • . .. ••• .. • • • .'.. • • • • • • •. I;a>jRodriguez, Chief • • • • • • • • • ' • ' J'rc 1 t Control Division .••• • • ... �.. ▪ •••'.' • •••• •0••••• • • • • •.• • • • • • • • • • ••• • • • • ... • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TRACO Security Windows & Doors, Inc. ACCEPTANCE No.: 01- 1003.02 APPROVED: January 24, 2002 EXPIRES: January 24, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages' 1; 2 ax d tits pie 3. END oF. TI11S :C :�etNe •• ••• •• • • • •• • • • •.. Gaud . Rodriguez, Chief •••• • • • .. • • • • •• • • Prpd�.ct Control Division • • • • • • • • • • ••• • 3•... •.. • • ... • • • • • .. • • • • .. • • • • • • ... • • • • .• • • • • • • • • .. .. • • • .. .. •0• • • • ... • • r r es% ITEM N0. PART NUMBER GUANTLTY DESCRIPTION MATERIAL NAND. /SUPPLIER /RE6L1RA9 1 080 -392 1 HEAD 80083-76 - 2 050 -111 1 TRACK 6083 -78 - 3 060 -393 2 JAMB 6063 -13 - 4 051 -354 AS READ. LOCK ST6.E 6083 -78 - 6 051 -359 AS REVD. INTERLOCK 8083 -7e - 8 050 -357 2 JAMB STILE 8063 -76 - 7 081 -388 AS READ. ASRAOAL S10E 8083 -76 - 8 050 -483 1/ PANEL TOP RAIL 6063 -78 - 9 061 -421 1/ PANEL BOTTOM RAIL 6083 -78 - 10 060 -431 1 COVER HEAD/THRESHOLD 8083 -76 - 11 060 -004 1 FILLER 6083 -76 - 12 - 2 /CORNER FRAME ASSEMBLY SCREW ST. STEEL 110 X 1' PHPH 5MS 13 050 -299 AS READ. FILLER TRIM 6063 -75 OPTIONAL 14 - 1 /CORNEA PANEL ASSEMBLY SCREW ST. STEEL 110 X 1" PHPH SINS 13 046 -010 AS READ. BULB VINYL (7/18' GLASS) VINYL W -3134 •••• 16 048 -103 - SETTING BLOCK (.100 X .300) SANTOPRENE YN -5848 • • • • • 17 037 - 00-015 2/ M0V• PANEL. 139.13 TANDEM WHEEL ASSEMBLY St STEEL • TRUTH, AT•EACH 4N061 16 - - - - - •• • ••• • 18 006 -004 - 1/4 X 1 -1/2' REINFORCING BAR STEEL (CRS) FULL LENS/. • • • • • 20 - - - - - - • 21 060 -049 4 1" X 3/4' X 3/16" X Y LONG AN011 6083 -78 - • 22 - 8 1" X 3/4' X 1/6' X 3 -1/2' LONG ANGLE 8063 -76 - s7 1 r • • 23 - - INTERIOR PULL W/ NIGHT LATCH ZAMAK 1400 SERIES 4889H•MOUNTED LCtK SEr • 24 - - - - - • • • 23 - - KEEPER ZAMAK - • • • • • ! 26 OPTIONAL SCREEN - • • • • 27 047 -014 - WOOLPLE (FIN SEAL TYPE) - U1738444 re • • • - 28 - - - - • • - • • •••• 29 048-015 AS REOD. FLAP WSTRIPPINO (TOP RAIL) SOFT VINYL WV -2213 • • • • • • 30 048 -030 AS READ. FLAP WSTRIPPING (JAMB) SOFT VINYL • 14 -2205 • • • 31 - - - - _ •• • •••• • • 32 SEG 012 -130 - ALUM REINFORCING 8063 -76 FULL LENGTH • • 33 030 -749 4/PANEL GLAZING BEAD (7/18' GLASS) 5063 -15 - 34 060 -732 4/PANEL ADAPTER (7/16' GLASS) 6083 -73 - Env, OR. HUNAYOUN FARM) FLA. 106 DEC 21 2001 1 g •••• • •••• • • •• • • • r. . :t.n.1T k 3 • .T4ND••Y.. l 9 . 1�' 1 i.4 !1 .d ' ' drovdng no. / 4.L Wm' WO1 -59 • . • ... 521:1 %QGO?'....heet 4o1 5 • •• • • •• • •• • IBY CR 2BY WOOD BUCK ?IAN TYPICAL ANCHORS IN PAIRS • S' FROM CORNERS AND 14' O.C. MAX. SPACING P L OPG PANEL WIDTH D.L. OPC. AT HEAD a sill. AT HEAD • SILL AT HEAD & SILL AT HEAD & SD.L 1/4• TAPCEINS 2/ CLIP TYP. EXTERIOR DOOR WIDTH • •• •• •• • • • • • • •• TYPICAL ANCHORS IN PAIRS • ir FROM CORNERS • • • • •AND M' RC. MAX SPACING • • •• •••• TYPICAL ANCHORS IN PAIRS • E' FROM CORNERS AND 14 O.C. MAX. SPACING • •••• SHIM • • • • • • 1/4' MAX. ATTACHMENT TO CONCRETE OR CONC. BLOCK .ATTACHMENT TO METAL STRUCTU► $ STEEL OR ALUMINUM DEC 2 1 2001 IBY OR 29Y WOOD SUCK. TYPICAL ANCHORS IN PAIRS AT 5' FROM CORNERS AND 20' 0.C. MAX. SPACING r ,COVER SCREWS TYPICAL ANCHORS IN PAIRS AT 8' FROM CORNERS AND 20" 0.C. MAX. SPACING TYPICAL ANCHORS IN PAIRS AT 6' FROM CORNERS AND 20' 0.C. MAX, SPACING METAL STRUCTURES (STEEL OR ALUM. 1/8* MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM : 6063 -15 MIN. .e AQACHMENT TD CONCRETE AIIACHMENLICULILKAILIIIEI. L WOOD BUCKS NOT BY TRACO SECURITY, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 3/18' DIA. TAPCON5 BY ITW BUILDEX OR EQUIV. INTO 2BY WOOD BUCKS OR WOOD STRUCTURE •••• 1-1/2" MIN, PENETRATION INTO WOOD • • •••• THRU 18Y W000 BUCKS INTO MASONRY OR DIRECTLY It3 4SpaRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY • • INTO CUPS USE 1/4' OIA. TAPCONS •• •• SAME EMBEDMENTS AS ABOVE •••• • • • • • • • •• • •••• ••• • • • •• 1• • • •• • • • • • •• •• • • • • •• • • • • • 1/4" TEKS OR SELF ORILINO SCREWS • • INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8' mu: THICI SS) • SEALANTS; FRAME CORNERS SEALED WITH VULKEM SEALANT. HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH JOINT SEALANT. FRAME HEAD COVER TO HEAD, FIX. JAMB STILE TO JAMB UPTO 3 ". FIX. INTERLOCK, FIX. BOTTOM RAIL AND THRESHOLD TO SILL TO BE SEALED WITH SILICONE, •• • •••• •••• BULB VINYL 3/16" HEAT MEN') GLASS 090 P/8 INTERtAYER BY 'SOLUTU' 3/16' HEAT STREN'D GLASS OLA21N0 COMPOUND SILICONE DOW 1199 . ® �. � 1 ,3/4" I;IJN. III �, • .. d y ®�, •y TYPICAL ANCHORS 91 PAIRS " 1.1UST TRANSFER SHEAR LOADS AT 6' FROM CORNERS TO SLAB AND 20' 0.0. MAX. SPACING • . 4 CCNQIiETE Emir: DR. NUw701111 Fop 'V. PEE 18657 16404M14 24,7AOT. 7/16* OVERALL LAMINATED GLASS LARGE MISSILE IMPACT RESISTANT DEC 2 1 2001 drawing no. WO1 -59 0.10o510:4. sheet of 5 • • • 143 7/8• MAX 6' MAX. TYP. 000R W10114 AT INTERLOCK /ASTRAGAL TOP & BOTTOM Cr MAX. 1YP. (EXTERIOR) TYP. AT MIOSAN OF PANELS L HEAD /SILL CORNERS DESIGN LOAD — PSF YM#. rMN. AT HEAD /SILL~ FRAME HEAD (OCERIOR) 2/6 65.0 65.0 I 65.0 85.0 ' 7/16' IAM. GLASS 65.0 1 85.0 4/0 u.L oaa. [I_ 1 1 1 0 0 E 65.0 2/6 ----- 65.0 65.0 3/0 8/0 65.0 65.0 42 1/2" MAX. AT INTERLOCK TOP & earroo YP (EXTERIOR) T. AT SWAN OF PANELS FRAME TY SILL (EXTERIOR) 49 1/4" MAX. 10 0.1.. OPG. 48 1/2" MAX. PANEL WIDTH 48 1/2' MAX. PANEL WIDTH TYPICAL ELEVATION TESTED UNIT OX OR XO APPROVED CONFIGURATIONS OXO LARGE MISSILE IMPACT RESISTANT DOORS SHUTTERS NOT REQUIRED 7/18" LAMINATED GLASS P mew DOOR H DESIGN LOAD — PSF YM#. rMN. EXT. ( +) OJT. ( —) 2/6 65.0 65.0 3/0 65.0 85.0 3/6 6/8 65.0 1 85.0 4/0 85.0 65.0 4/8 65.0 65.0 2/6 65.0 65.0 3/0 8/0 65.0 65.0 3/6 65.0 65.0 • 4/0 41.0 .r • 50.0 •• • • •••• • • •••• • • •• •• •••• •••• ••• • • • •• • •• • • • • • •• •• • • • • •• • • • • • • • •••• • • • •••• • • • •• • •••• • • •• NOTE$ L TH15 STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO 4.05DS AS PER ASCE 7 USING CORRESPONDING LOADS. B. W000 BUCKS BY OTHERS, MUST 80 ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. ANCHORS SHALL BE A5 LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. AU. STEEL IN CONTACT WITH ALUMINUM TO BE PAINTED OR PLATED. loon DR. STRUCTURES CMAA fMOOG M PC 6 16567 DEC 2 1 2001 .15mm IA, too z. g•••• • ii 1 4 Growing no. °"°°3.07' . WQ1 -59 'cheat 1 of 5 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION oritivA u 4 tell, MIAMI DADE COUNTY, FLORIDA METRO -DADB FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2401 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE Tram Windows & Dar '11 Progress Avenue o a '2 8 ,, I' ' Cranberry Township, PA 16066 BY: JfO at • 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 -Da% County Product Control Division (In Miami Dade County) and/or the AHJ (m 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 "Doral 3" Outswing Abomimmn Patio Door (LM./4 APPROVAL DOCUMENT: Drawing No. 04- 113 -001A, dated 1/21/04, titled "Series "Doral 3" Outswing Aluminum Patio Door - L1VI.I.", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and sealed by Frank L.Bennardo, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large 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 NddA•41114p$oid4d. to the user by the manufacturer or its distributors and shall be available for tet tl• w+ est of the Building Official. This NOA consists of this page 1 and evidence page E-1.1 8 . -2, as well as approval document mentioned above. The e'tted documentation was reviewed by Theodore Berman, P.E. .•. .•. ••• • • e ••• Aor `��r':; ••i • • • ••• •• • •• : i NOA No 04-0122.17 • • • •• Expiration Date: April 22, 2009 • • ••• • Approval Date: April 22, Page 1 ••• • • • •• • • • • • • • • • •• •• ••• • • •• • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• Traco Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 04-113 - 1A, 1/21/04, titled "Series Doral 3 Outswing Aluminum Patio Door - L.M.L ", sheets 1 through 6 of 6, prepared by Traco Windows & Doors Inc., signed and sealed by Frank LBennardo, F.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per. FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 2, 4, 6, dated 10/29 - 11/25/03, signed and sealed by Vinu J. Abraham, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Small Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 5, dated 11/18- 19/03, signed and sealed by Vinu J. Abraham, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 Along with installation diagram of an outswinging aluminum patio door, prepared by Hurricane Test Laboratory, Inc., Test Report No.0021- 1007 -03 with specimen number 1, dated 10/14 - 16/03, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared signed and sealed by Frank L. Bennardo, P.E., dated 1/16/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •• ••• • • • • • •• • • • • • • • •• ••• •• • • • • • • • ••• • • •••• • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• ••• • • • • •• • • ••• • • Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04-012217 Expiration Dates April 22, 2009 Approval Date: April 22, 2004 Tracy Windows & Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE E. MATERIAL CERTiI'1CATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to "Solutia Inc." for "SaflexlG PVB Interlayer for T .aminated Glass" dated 05/17/01, expiring on 05/21/06. F. STATEMENTS 1. Statement letter of code compliance, dated January 16, 2004, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest, dated January 16, 2004, signed and sealed by Frank L. Bennardo, P.E. G. STATEMENTS 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). • ••••..• • •. .. • • • • • • •• • ••• • • • •. • • ••• • ■ • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • Theodore Berman, P Director, Product Control Division NOA No 04-0122.17 Expiration Date: April 22, 2009 Approval Date: Apri122, 2004 CLUSTER OF (3) ANCHORS (REF ANCHOR NOTES, SHEET 3), AS SHOWN, EXCEPT FOR #12 SCREW OR 3116° TAPOON INTO WOOD OR WOOD BUCK WHERE (4) ANCHORS ARE REQ'D., 3" MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) TYPICAL ANCHOR j"SIDELITE PANEL WIDTH (36" MAX) LARGE MISSILE IMPACT RES PANT OUTSWING DOOR WITH SID .ITES LEAF PANEL WIDTH (36" MAX) OVERALL FRAME WIDTH (144" MAX) CLUSTER OF (8) AI NOTES, SHE BETWEEN CLUSTER LEAF PANEL WIDTH (36" MAX) GENER NOTES: ORS (REF ANCHOR 3), 3" MIN. SPACING :HORS (TYP. TOP & BOTTOM) SIDELnE PA/ WIDTH (36" A 6" X TYP FRAME HEIGHT (96° SIDELITE D.L. OPG. ENING 0 EXTERIOR ELEVATION: SNAP- MULLION SIDELITES �/ AS SHOWN, OR OXX, XXO, OXO, XO, OX, orXX CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) 1. THE SWING DESIGNED AND 1 BUILDING CODE AND MIAMI -DAD )R SYSTEM DESCRIBED HEREIN HAS BEEN ED IN COMPLIANCE WITH THE FLORIDA 1 (HIGH mom( HURRICANE ZONE) AUNTY PROTOCOLS TAS 201, 202 & 203. 2. A 33-1/3% 1 :EASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DE I OF THIS DOOR SYSTEM, 3. POSITIVE AI CALCULATED FOI DETERMINED SY ACCORDANCE W: 4. THE DOOR S PER MIAMI -DADE TAS-203 AS REFI HURRICANE TES1 IEGATIVE DESIGN PRESSURES •E WITH THIS DOOR SYSTEM SHALL BE EPS ON A JOB - SPECIFIC BASIS IN THE GOVERNING CODE. EM DETAILED HEREIN HAS BEEN TESTED LINTY PROTOCOLS TAS -201, TAS -202, & ICED IN TEST REPORT 400214007 -03 BY 3ORATORY (HTL). 5. THE DOOR 5 EM DETAILED HEREIN IS GENEFIC AND DOES NOT PROVI :NFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITION FFERENT FROM THE CONDITIONS DETAILED HEREII LICENSED ENGINEER OR REGISTERED ARCHITECT SHAL 'PLY FOR ONE -TIME APPROVAL AND PREPARE SITE SP SIC DOCUMENTS FOR USE IN • • • CONJUNCTION W THIS DOCUMENT. • • • ••• 6. PERMIT HOL SHALL VERIFY THE PIDEQUABY OF THE • • EXISTING STRUCTURE TO WITHSTAND;{ SED LOADS. • WOOD SUCKS (NOT BY TRACO) SHALL BE AA�ED PROPERLY TO TRANSFER LOADS TO THEVKAS1I8A • STRUCTURE. • • • 7. DOORS PANELS GLAZED WITH 7 /16 "tX+4RATED • GLASS • ARE LARGE MISSILE IMPACT APPROVED* LAG g%iOJECTION • • REQUIRED FOR ALL INSTALLATIONS. • • • • •• •• •• 8. ALL STEEL IN CONTACT WITH ALUMS LA tLL BE • PAINTED OR PLATED. • • • • • ••• • • • ••• • • • •• • ••• • • •• ErJ7 YX.t'71c.. ` ham.. . DESIGN PRESSURES: +55 PSF / -60 PSF SHEET: 1 OF J, CLUSTER OF (6) ANCHORS (REF ANCHOR NOTES, SHEET 3), 3" MIN. SPACING BETWEEN CLUSTER ANCHORS (TYP. TOP & BOTTOM) SIDELITE PANEL WIDTH {36" MAX) LARGE MISSILE IMPACT RES] rANT OUTSWING DOOR WITH SID ITES FRAME WIDTH — TESTED SIZE =148" aa, SIDELITE f EL WIDTH (38' U() ■..a .,-- 2" 24" " VAX TYP 6" TYP 8 w J ci 0 z a 8 w 7/16" LAMINATED GLASS: 3/16" HS x 0.090" SOLUTIA SAFLEX PVB x 3/16" HS • • • • • • •• • ��p11TN"GE • ESI.POUND • •••• •••.i ••• • • •• i • • • • • •1•� ;Ifi II • • • • air It _y eq • •• • VJ TIP • • •••• GLAZING DETAIt(LE. c2R me m.. • �,/ 0 EXTERIOR ELEVATION: TUBE - MULLION SIDELTTES AS SHOWN, OR OXX, XXO, OXO, XO, OX, XX, 0, or X CONFIG USE TYP. JAMB FASTENING CONFIGURATION FOR ALL CASES, AS SHOWN (N.T.S.) 1 J FULL SCALE •• • •••• • • • •• DESIGN PRESSURES: +90 PSF / -90 PSF SNEET� 2 op • E1D517NG STRUCTURE (OPTIONAL. IX OM WOOD )X Q a m SIDE ANCHOR NOTES FOR ANCHOR TYPES AND EPABEDMENF. SEE ELEVATION FOR LOCATIONS & SPACING. 1/4" SHIM MAX. BY INSTALLER NOTE; EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. ti 1 1/4" MAX. SHIM BY INSTALL ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL. WESTING STRUCTURE (OPTIONAL IX OR EX WOOD SUCK NOT SHOWN) ALL SCREW HEADS TO BE S :D BY INSTALLER TYP. AT JAMB. - FLUSHBCL ITWATION LEVER ON IDE TOP AND BOTT AT ACTIVE PANEL Q NO SILL RISER REOT WHEN SNAP MULLION I8 USED. SEE ANCHOR NOTES FOR . ANCHOR TYPES AND • EMBEDMENT. SEE ELEVATION FOR LOCATIONS & SPACING. A 1 8 ®ASTRAGAL DETAIL HALF SCALE MASONRY OPENING PERIMETER SEAL TYP. BY OTHERS • • •••. SEE ANCHOR • MOTES 'FOR 4NCHOR TYPES AND, • EMBEDMEMT• SEE ELEVRTI011 • FOR LOCATIONS• • `1t SPACING.• • • • • • -a•+.► • • • • 3 JAM4 DETAIL HALF SCALE. • •• • ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S FIELD RECOMMENDATIONS. APPLIED 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER SEAL WALL FINISH. 3. BASE MATERIAL SHALL BE WOOD (G=0.55 OR GREATER SPECIFIC GRAVITY), 4 GROUT-FILLED 30 BLOCK (MIN 2000.psi COMPRESSIVE STRENGTH FOR GROUT), OR CONCRETE 4 STRUCTURE 5. ENSURE MINIMUM E F 2-1/ EDGE ANCHOR DISTNCE FOR ALL ANCHORS IMO GROUT- FILLED BLOCK OR CONCRETE, AND MINIMUM OF 1 -1/2" EDGE DISTANCE FOR ALL WOOD ANCHORS. 6. ANCHOR OPTIONS FOR INSTAL.IATION ARE AS FOLLOWS: CDSECTION OF RESIDENTIAL DOOR HALF SCALE *12 SMS,,33// 6" b 1/4` TAPCONS (ITW OR ELCO) WITH 1 -1/2" MINIMUM EMBEDMENT. TG .CONC� OR GROUT -FILLED BLOCK tD RECI`LY OR THRU ix OR 2x WOOD BUCK) 3/16" OR 1/4' TAPCONS (ITW OR ELCO) WITH 1 -1/4° MINIMUM EMBEDMENT TO CONC OR GROUT - FILLED BLOCK. • •••I • •••I • • •• 3 or I EXISTING STRUCTURE (OPTIONAL IX OR 2X WOOD SUCK NOQ SHOWl4 • • SEE ANCHOR NOTES ,CS FOR *ANCHOR TYPES • ' AND EMBEDMENT. • SEE 'ELEVATION FOR LOCATIONS & SPACING. SEE ANC NOTES FOB ANCHOR 'YPES AND EMBEDMENT. SEE ELEVATION FOR LOCATIONS & SPACING. 1/4" SHIM MAX. BY INSTALLER ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT HEAD AND SILL. 0 ®SECTION OF SIDELITE HALF SCALE NOTE , EXTERIOR AND INTERIOR FINISHES, BREAK METALS AND FLASHING BY OTHERS. AU. SCREW HEADS TO BE SEALED BY INSTALLER TYP, AT JAMB. APPLY STRUCTURAL SILICON TO BOTH LEGS PRIOR TO SNAPPING MULLION PARTS TOGETHER, 0 EXISTING STRUCTURE EXISTING STRUCTURE (OPTIONAL. IX OR DX WOOD BUCK NOT SHOWN) EXTERIOR FRAME WIDTH = 1ASONRY OPENING 1/4" SHIM MAX BY PERIMEI BY OTHf FRAME WIDTH — SECTION OF VAP- MULLION SIDELITE '„ HALF SCALE • x 2112 PH SMS BEE ELEV. FOR LOCATION 1• EXTERIOR FRAME WIDTH ALL SCREW HEADS TO BE SEALED BY INSTALLER TYP. AT JAMB. TALLER SEAL (OPTIONAL' IX OR 2X' WOOD SUCK NOT SHOWN) • EMBED .� '.SEE ANCHOR NOTES FOR ANCHOR TYPES • .AND EMBEDMENT. i' SEE ELEVATION FOR LOCATIONS & SPACING. ly 1/4" SHIM MAX BY INSTALLER • • • • • •• • Eli • • S AN •••� • •••• UGTURE • STR • • IKIPSIONAL 1X OR 2X • WOOD I MON NOT • •C!•• • •4 •• •• • • • • •• •• 4 •• • • • • •••4 • N 110. ANC R TYPES •AND EMBEDMENT. C' SEE ELEVATION FOR .LOCATIONS & SPACING. 2" MASONRY OPENING PERIMETER SEAL BY OTHERS FRAME WIDTH 5b SECTION OF TUBE - MULLION SIDELITE HALF SCALE •••• •••• • • • iI'SfaTVFA6file •• 4go b MAR 8 12" : TYP 0 MAX TYP • • • • • •• • '••• •'•, ••• ••c • • •• • Daccproi CORNER ALL fltAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND IAMBS AND BOTTOM GLAZING BEAD SHALL BE SEALED WITH SCHEE MOREHEAD 5594 SEALANT. 4 tipAggi LONG ALUM. BUTT HINGES WITH .312 DIA X 2 -1/2" ALUM PIN, BRASS SPACER AND NYLON CAPS AT 3 1/2° FROM TOP & BOTTOM AND AT MIDSPAN • •••• •• • • ••• • •••• • ••y • • •• •• •• « • • • •• • • • • • • • •••• • • • •••• • • • •• • •••• • • • •• • STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR 39 1/2° FROM BOTTOM AT ACTIVE LEAF LOCK STILE CONVENTIONAL LOCKSET WITH LEVER TYPE OPERATOR HANDLE AT ACTIVE LEAF LOCK STILE NEAR MIDSPAN STANDARD FLUSH BOLTS, MANUALLY OPERATED AT TOP AND BOTTOM OF EACH ACTIVE AND INACTIVE LEAF GLAZING INSERT FASTENER SPACING SNEET: 5 OF 6 j MATERIAL. UST ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 050 -338 1 /DOOR 2 /SIDEU'TE ATRIUM FRAME HEAD ATRIUM FRAME HEAD OR SILL 6083-76 TIFTON OR EQUIV. 2 050-389 2/ LEAF DOOR LEAF TOP & BOTTOM RAIL 6063 -15 ALUMAX OR EQUIV. 3 050 -002 1/ SIDELITE SNAP CANTILEVER 6063 -15 — 4 050 -783 4/ GLASS UTE GLAZING SUB FRAME 8063 —T6 TIFTON OR EQUIV. 5 050 -138 1 CO DOOR THREASHOLD 6083 -15 ALUMAX OR EQUIV. 5 050 -292 2/ DOOR 1/ SIDEUTE ATRIUM FRAME JAMB 6063 -75 TIFTON OR EQUN. 7 051 -394 2/ LEAF RESIDENTIAL DOOR PANEL VERTICAL STILE 6063 —T5 TIFFON OR EQN. 8 050 -455 1/ LEAF GAP CLOSURE 6063-15 TIFTON OR EQUIV. 9 — — — — 10 H -1006 AS READ. 2" X 4" TUBE MUWON 6063 -75 TRECO OR EQUIV. 11 080 -124 AS REDD. 1" x 1 1/4" X 1/8" ANGLE ALUMINUM — 12 050 -764 AS REQ0. GLAZING BEAD 6063 —T8 TIFTON OR EQUIV. 13 012 -00 -401 AS READ. #10 X 1/2" FLAT HEAD SCREW — — 14 AS READ. — 1/6" SHIM PLASTIC — 15 — 8/ FRAME #10 X 1" DOOR FRAME ASSEMBLY SCREW — — 16 007- 14 -039A AS RECD. DOOR HANDLE — MARBOLLO 17 — 4/ LEAF 1/2" SELF LOCK NUT STEEL — 18 — 2/ LEAF 1/2" ROD (2 X PANELS) STEEL — 19 — 4/ LEAF 1/2" FLAT WASHER STEEL — 20 — • 4/ LEAF 1/2" REGULAR NUT — — 21 051 -181 3/ LEAF HINGES — 22 007 -10 -051 2/ LEAF STANDARD FLUSH BOLT — — 23 — 4 #8 x 1/2" SMS — — 24 20 -4184 AS 2E00. BULB VINYL VINYL — 25 — 4/ LEAF BLOCK ROD GUIDE — — 26 050 -10 -765 1 SILL RISER ALUMINUM SILL RISER 27 — 1/ LEAF 1 X .050 ALUM BAR (BETWEEN VERTICALS) ALUMINUM — 28 047 -10 -014 AS READ. rim SEAL WEATHER— STRIPPING — — GLAZING SUBFRAME THRESHOLD 4,000 0 0.125 i I 06.3 4.000 DOOR STILE 000 10� ATRIUM FF IE HEAD /SILL 1.500 0,071 1i 0,500 100 500 DOOR F 1ME JAMB , 0,0011 0,975 .1 SILL RISER 0.652 0,0501 0.560 01501 0.875 GLAZING 0,745 0.705 GAP CLOSURE 2.00 1 0.078 H -1006 TUBE MULLION o.500I DOOR STOP -- -3.500 •• •• 511$0• •• • • • • • •• • • •• • 1.750 1.625 • O 1- X • • e • I`VF" •• 1 • • • •l • • •• 1 • • •••41 *ea* TOPA•• BOTTOM RAIL' • MI Ocri.514 `� IAMI -DADE COUNTY, FLORIDA ETRO -DADE FLAGLER BUILDING �}}�� BUILDING CODE COMPLIANCE OFFICE V,`�L� METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 — 4 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 6865 NW 36th Street Miami ,FL 33147 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 sworn" f�t cuss 6!. Your application for Notice of Acceptance (NOA) of: 20 ga. Steel Storm Panel Systems under Chapter 8 of the Code of Miami-Dade County governing the use of Alteinate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 1224.01 EXPIRES: 02/1612007 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 01/31/2002 \ 11045000I1pc2000 \lcemplatea\notice acceptance corer page.dot •• ••• • • • • • •. •• • • • • •• .• • •• • Francisco J. Quintana, R.A. Director • M1iatri -Dade County ..130i1Oir Code Compliance Office • • ••• • •• •• •• • • • •• • • • •• • ••• • • • • • • • •• • • •• •• • • • •• • • ••• • • • • • • • • • • • ••• • • • • ••• • • Internet mall address: postmaster ®buildingcodeonline.com 1111 I omcjagia & ttp1 / /w§rw.beildingcodeonline.com • •• •• • • • •• •• ••• • • • ••• • • Hurst Awning Company, Inc. ACCEPTANCE No.: 01- 1224.01 APPROVED: January 31, 2002 EXPIRES: February 16, 2007 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; e) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be pounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade. County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. • •• ••• •• • • • • • • • • • • • • • • • 9. This Notice of Acceptance consists of pages 1, 2 aid ti is la , page .; ; . • • END OF THIS ACCEPTANCE • • • ••• • • • • • • •••• • • • • • • • • • ' l Ra ' giei, Chief •• ••. oduct Conttbl Division 3 ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• -•• • • • • • • • •••••• • • • •• • ••• • • • • ••• • • Hurst Awning Company, Inc. ACCEPTANCE No.: 01- 1224.01 APPROVED: January 31, 2002 EXPIRES: February 16, 2007 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews Notice of Acceptance (NOA} No. 00- 0920.03, which was issued on November 22, 2000. It renews the approval of an aluminum fixed window, as described in Section 2 of this NOA, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The 20 Gauge Galvanized Steel Storm Panel Shutter and its components shall be constructed in strict compliance with the following document: Drawing No 98 -218, Sheets 1 through 8 of 8, titled "20 Ga. Steel Storm Panel," prepared by Knezevich & Associates, Inc., dated 9/30/98 and revised on 2/4/99, bearing the Miami -Dade County Product Control renewal stamp with the NOA number and expiration date by the Miami -Dade County Product Control Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION 4.1 The 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. S. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Buildingplaffcial of the Sputli,Fiorida Building Code (SFBC) in order to properly evaluate the install4ollif i.e sh jerk • • 2 ,]3auf Rodu lre!, Chief ...rociict GbittrelL tivision • • • • • • • • .... • • • .. • • ..... • • .... .... • • • I WOrN L0N4.1R 1080 r- TOP Now, IP6RP. TO PARR). SPAN) / $EC110N[ 1 rYPT PLAN VISw • I. g--- SOTTON NOI/NT L OVERLAP FASTENERS S V OPTIONAL NOT Es 112 EEE; LAN WON, UNLD6T60 (� TOP NIIVNT IPERP. TO PAWL SPAN) 68Cri0N •- PLAN VIEW tY9 0399OH NOU11 OVERLAP FASTENERS L OPTIONAL 6 SA9 ;PLAN E 9 h TYPICAL ELEVATION - TYPE I TYPICAL ELEVATION - TYPE 11 HARKER' 1=90 c0VCRAO[ 11.50 FULL. PANEL HALF PANEL 1 STORM PANEL egrsEa1t3Nui OEO °UI04O[ 0 OENPRAL NOTES, SCALE : 3" • 1.-16- t. THIS SHUTTER SYSTEM IS DEBIDNED 11 ACCORDANCE WITH THE SOUTH FLORIDA 0211.0090 COOS 1994 20)1)044. Z. POSITIVE ARID NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL. BE PERFORMED FOR SPUME JOBS 04 ACCORDANCE WITH ASCE 143 -03140404 DESIGN LOADS FOR 021.00/08 AND OTHER STRUCTURES". 3. STORM PANELS MALL BE 20 GAUGE STEEL IN • .088 ") CONFORMING TO AST14 4683, 80, GRADE S0, DSO GALVANIZED COATING. EXTRUSIONS SHALL BE 6063 -16 ALUMINUM, U.O.N. 4. PRODUCT MARHINGS SHALL SE WITHIN 12" OP ONE ENO 0P THE PANEL WITH A /1111944111 OP ONE MARKING PER PANEL AND SHALL Be PERMANENTLY LABELED AS FOLLOWS• HURSTAWNING CO., 060. DADE COUNTY PRODUCT43031TROLAPPROVED 3, All BOLTS ANC TENSILE WASHERS 104140 ?SHALL 7 80 4NSI OR APPROVED COATED MAR' Aw RE.Im 6. MATERIAL SPECIFICATIONS NO1E0 HEREIN ARE THE MANUPACTURER'S REPRESENTATION OP MATERIALS USED IN PRODUCT TESTING. 7, TOP 0 COTTON DETAILS SHOWN HAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED H0R12DHTALLY WHERE APPLICABLE. 0. POR TYPE 1 a TYPE 0 PANELS, AN OPTIONAL 1' • IT S 16 GA STEEL EAR MAYBE USED ELOW 90 ASOV8LGRADE. PROVED TM4AT THE PANEL SPANS WEED ARE tor 6R LESS. AND MAT THE SEPARATION PROM GLASS IS Y OR HOE NT LESS THAN Z.Y. 0. TYPE IL 0 PANELS SHALL SE mallow, AT MIDSPAN W/ V4 -20 x r 001.19 WITH OIE CAST ALRMO ON WASHERS* YTIN6NU1S OR JAC1NUTS IEEE TYPICAL ELEVATIONS). FOR PANEL SPANS LESS THAN 48 ". MIDSPAN FASTENERS ARE NOT AV:WIRED. TYPE I $ D PANELS VISAING A STEEL BAR SHALL BE FASTENED AT OVERLAPS AT MIDBPAN TO A 1' • 1" • 16 GAUGE STEEL BAR USING 1/4 -20 R 3 -1/2" DOLTS WITH 012 CAST ALUMINUM WASH1RED WINONUTS OR JACXNUTS (SEE TYPICAL ELEVATIONS'. FOR TYPE 0 & IV PANELS. FASTENERS AT PANEL MOSPAN ARE NOT REQUIRED. 10. THE 'STABS AND SPECIFICATIONS SHOWN HEREIN REPRESENT 711E PRODUCTS TESTED FOR OIPACT, CYCLIC AND 42111729!4 STATIC AIR PRESSURE TESTING 04 CONPORMANCE WITH DADE COUNTY PROTOCOLS PA 201,202. AND 203. 0E3103116 BB4SSED ON IREOV0A118 @KSNEEpINTE 1471 113 (NOB REPORT N0.04.3126. 146-041, 101901.60•.40! BTAUOMN AHO TESTING CORP. (010) REPORT No. It AT LEAST ONE WARNMW NOTE PER COMM) SHALL OE PLACED NN A CONSPICUOUS LOCATION ON ANY OP 114E COMPONENTS OP THE St0RM PANEL. SYSTEH AOVISDIO THE NIWIE QWNCR OR TENANT MAT ON STORM PANELS WR.L NOT WPER HURRICANE PROTECTION UNLESS ALL REONFORCUNG DOLTS AND OR BARS ARE PROPERLY INSTALLED WHEN R2DUIREO. WARNING LABEL SMALL BE 945121180 WITH PERMANENT A ERVE OR M9CNANICALLY. WHEN � LANE 6'202401. 07 ARO AND 1Y BUT Ingo 04 SHALL NOT EXCE40 THAT SHOWN IN ANCHOR SCHEDULE ON PAGES 6 .7 S 8. • .115 TTP. 5.00 NAx. ®ANGLE 84•.0. 3' • 1' -0' KRo80 PLATS 1;;;!..2""` WASHERED NUT SCALE 'HALF SIZE 7 x - WIDTH UNU01ITE0 PSRP. TO PANEL 69460 86CTg4 9,.... TOP 11'2117 YP LINO BOLT :OU RED TO MOLD PANEL SEAMS TOOETME R THIS MOUNTING CONDITION).) 1YPIC, ELEVATION - TYPE 111 PLAN VIEW BOTTOM MOUNT {,101 92.006•COYERASE t UMW - 390 T"•• 2.00 5 ANGLE SCALE , 3' • 1•.0" N OTE, WABNERED NUT . MUST BE PLACED OVER NARROW PORTO1 41090LE SLOT roncnott 1.00 JLL PANEL 1 a STORM PANEL SCALE • 3" a 7.0" SEE GENERAL NOTE •NE SHEET 9 OP 0. 1/4.20 P ),4' N4CM0• ENV 0110 PUIXNED INTO 4/1061 11EC 0ETAA.3 POP &PAPAW 12-9A. 120 TTP. • lN0 T01 T W1O9H114L00E0 9RP. TO PANEL SPAN) S*CT10N TOP NORM • • • • ••• • I T P/ - 80,1011170006 • • TS RE0UfftEO TO MOLD P44 SEAMS ER ROR T111S MOUNTIIIS 001001 106.1 CAL ELEVATION •IV V Mit- i°r63�1 ,-61.2517 T.we" zax.• .. HEADER �•�,/ SCALE : 3" • 1 -0" 6 .460 t1YPi ^ _09,_17,714- 9 acme aaami LEO' 0)434*' �E.00 ALT. 4.10 Tj 1,400 OBNCn0N •-' 1 oSTUDDED ANGLE SCALE : 3• • 1 -6" STEEL VAR SCALE . 3" • 1•.0" --P -Q ro OVCOLAP PASTINEPS / TVA. I06SN0160IN- ALUM ANGLE (106601 MCP Y x 2' • .09S' N•N. TO 2•x S' 0.058. MAP. PA8TZNOR • 12' O.c. PO. WEAN LIMOS 900 0681116 LOADS 0R0ATER THAN 140 P 02. 9888 460900 0C910110.1 POP ANY 11676400006 4901*001 1317' SPRING LOCKING CLIP (V WIDE) SCALE . 3' • T•0' IA.. -.e t" 1 .yr. mil• MAX, f 1.y v4 1 - MAX. .. 04 MP toettONAq afG.G -- TYPICAL MANAMA 4. 0 OT9019 I. 0004) Borrow 60 W • [k ••• •• • • •• • 6L.••• • • 550.0 • •? ••••S* • wi;#= Ei•• • • • •• •• •• .1E11i 11.••• :• • • • • •• Y°T7717 11.960• I . • • .0x HEADER. • • 142 • •,' Q,N�I SCALE , 9' • T -O" iect (l)t E �{ EI vsizi (ZAMAC 3 ALLOY) 0 NFx TRACK ® WASHERED WINGNUT v SCALE : 3' • 1'-0- SCALE . HALF SIZE 9 040 APPROVED 118 COMM MTh 11 SOUTH SUMO CODE ' T tg; .471 DAT !.1615_;, 9Y N W SILL TRACK s "ioim6- o.a16/lLOUCT 91YSiml 0u0.01NG CODE COMPL'ANCE 00)4 ACCEPTANCE NO ft... -/°" SCAM! 1•. r_6• 1/7. PIN. OVERLA9 1-Vr;NOR. ALUM. *MOLE CLOSURE 96(9, r • r • .13S• MIN. TO ,1 Y • S• 9.127. MAP. -• PLAN VIEW / CLOSURE DETAILS SCALE. 1 -9/2" • 1•.0' EPISTI46 810140138 AST2NER 0 00 0.6, POP 01111101 ON 40�yl" 6Wt TO1.0P 4 6' 0.C. P•R MINN LOADS 484ATCR THAN MS P$P. OAT ANt14011 SCHIDULI POP ANY ACCIPTA81.1 4606'9.1 6'm ! �P 98 -218 01/08/99 T8:18 R(tY 110STINO CONCRETE, -- • NPLLOU 01.0CE ea Ott AKCONO* 155550105 5ASt3 ON von 04 vratr TURt) — PASTIME., 55t ANCHOR 5(NNXAS, KETONE( (ONNL(1*03 1FIPLe SIT SCPARATION POOH GLASS 551,50.R5 ISNLIr S Of SI [K1115N5 (ON4Rt15. HOLLOW BLOCK DR WOO PRAMENi ..y I ICE ANCHOR S5NI1IR( RASED ON TROT OP STRUCTURE! • • ••• • •• • ••• • • 0011(11[0. Set ANCMO0 S(N5OUI.E, RETTOENCI Cm4*C(1ON •1740 to /NOLL TO 5501.3. DETAIL V4• Mak. rqrS g yy^ 1 /4.10 NArNIM( 500T L Ws ,r Ton 4.Ot. f00 root • AND p is- 0.t. f00 TYPE *1* S TYPE IV PANEL 70 ANGLE OETA*L QWALL MOUNT SECTION SCALE • 1• • r•0• • •• • • • • •!•• • • • 4{I�Y1T; • • • •• • •ASE • OR • SE• FON S(PARE70030yy PROM CRASS ST EDULT •• • •l(r S Oro w000 PRAMNO / • F(0TE�t$, SEE AL5(1 0a r RN[DVLl, atftRENCL t0M1CT•N 'TYPES* • i'® • ye L4 .� •• FASTENER. SE( ANG10R 5CN10U. L REPLRINCE EMIR r CONNECTION 'ME r -.-- 7- 1- -". —tD - r. .ri..,..._.. -.,ice. __ -..s_ >' NTYP'i ! t ( rr SIT OM KR GLASS SCH0ONGE *SM1(T 3 Of IN OR 00013 (D ONT, -- k /4 -1. WIN07 NUT Y(Pt POR T /_5051 OK1 . 11E1atO t01KPCTe, ALO. 000531 • 10000 P0AM510 tt i5*0 05 11YPe Ofrup.I 'RUCT1Ml3 * /4.554),Er Yy `6 '05( BOLT A L OR 5ASN(RED 0..0. FON A TYPE to ASTEN*P,Stt ANCHOR 00•001.2,at1t05rit ONMC rum •11PSY N *S Tp0 .T*U5t0Rt ern CEILING/INSIDE MOON' FICTION 4r-•' SCALE • 0' • 1.0" S(5 MN. SEPARATION PROM GLASS (CH1WL( MATT f Of El • • • • J• •• • • •• • 0 1/ 709 18:10 3105* 7RAF•NO CONE. 5A51(HER, SIT ANCHOR SCHEDULE, RL5CR5NEE CONNECTION •1105 to ANGLE TO WALL O(TAR. 1•ir44 'TNT *OLT & wN 500 wASM(0t0 HUT p 5 O.C. FOR TYPE S AND • E• 0.5. FOR TYPE SI 5 TYPE TV PANEL TO ANGLE DETAIL WALL MOUNT SECTION 4L'J SCALE . Y • r.0' OUSTING (00(0*40(TL tf? • OR .000 fRANfA '5 tSCt 44300.74 wawa: . t 00415 Olt 1701 or $ - -- PAST5530, Ett ANEMIA SCM(OrnL 0(50 /EKE CONNECT:0NI T'PBr St SEPARATION fql LES'S(MEDU.L ET SOP• 001 INT ErrP L BOTTOM 1/4.10 MA(R*K SOLT $ 1 NET p 5e• O.C. $105050(0 ITTP. 700 $ *01(055* t 01570+4 bTRlKlYat �- ^ r 4-- EXIST0*13 CO11CR(1(. HOLLOW BLOCK 41011 OP w000 111Af3N6 10(5 ANCK04 SCNE00.2 BASED ON TYPE Of %TOYOTURE1 • 03050003 • •$3[555.0, Stt ANCHO* '554005. at(la5NEt INNt lsON .111.13 1 /4' „N .... 104.10 MA MPE BOLT ww0N� T a OR wASNERI0 NUT (0N} 5'OL FOR ref( �'L • *NO. 31. 0.5. ATM TYPO IN L TYRE IV • 105 (L03URe Rt0'O ISTE PLAN WWI JILD -OUT MOUNT SECTION .LE .7- • r -0• •---- 1AST(NER, 555 ANCINRI SGEOUL(. REP5ASNCT Cmo45(5ON •T•PE 1• t1P TOP 4 007455 USE REMOVABLE P*07(0(RS • 410.5. NAN. FOR 155111 0 OR • *1. O.5. N4X FOR TYPE RI 100 NOT US( URINE AAKNO* SEN0Q08E SPACING 03 LISS THAN 0.0.5.) %II Mal. 150 0 0 0 1 01* PROM GLASS 5t•t0Ul.t WC,' 10f *I 04-0 N 1•174• S.S. LAG `3/440 NAj,*005 500( 4 ` p *t• 0.5. Wf N -wr W0*0 �* INN wAS3t050 _ 063467 NAH015 INTO WORD NOT "/ O 4.0.5 50a 1155 r5 •*NO p U• 04. T- V4'Prt.i/1•S.S. FOR TYPE IS L t,P(15 LAO STAEE E7 14. 0.C. MAX. Wt 1.114' PENT MATRON IN CENTER OF STUDS 1• F 4• P.T. 55000 CONT. MGLEI 7154 PETAL MAY 85 USED AT TOP OR ODIUM Of PAN(S5. 0010, USC Of WI 05701 M L5 5(0 TO • 75105. WALL MOUNT SECTION O SCALE r 9' . 5 -5" • 104• i• _ -L7f ADPOD'IED AS COSAl4YllSO WIN THE SOUTH FIONA BUR01H8 CODE 0E1C day 8(100130 COBS 1 1PUAAJ*0C0 OFfICI ItCCEriArtt MO..��:.i0 :1 il r 5* PRODUCT RENEWED .ww. w Z,, 0 CC Q0 N EK*S3I*5 CONC*515. N5LOw •LOCK OR w000 5R4MN0 (Ste ANCHOR 5CMiOU0E S0.6(0 tave watt Pt of 0 WALL MOUNT SECTION �J (DIRECT MOUNT) I 5541E 1• • 5.0- AocarrA ,. –1 .01 1 Eitntro! ocr ` COMMA Rs K t1PFICR A si 0./541*/ Nw053 M $O3t0 t•%4iNrt13 _t: n:. 08 -218 10,4•.3 •s S 41..60 OA 520R- QCON1, 0739, 109 4 50110M- NIJ /0 SC1 M7N. S TRW PROM OKASS 463410 MOT SOP II (10 TORT. 6X1670106011314 0, •4000w 01013* - OR ..000 021A4010 [Ott ANC4OR SCHt00 1- PA11e41R. SCC ..460400 • 04e60 ON 0190 W 0ca0DYLt, 4121120Ri1 03 3044010001 ". ---. - CO•MtCT W4 "13ME r lign . VOL CLOSYRt ..600, 4644 PLAN 0*4I �I-1 J$C0• - TNI8 OSTARMAY St YS00 AT 1034 OR SOT TOM 59 PAat4S. - -3/8.20 MA 014 a0LTL 0040!9{,1 (0 0R 3A6NCAt0 ROT 019C0.0.C. MA -rPO Ta 043.80. 12'* PPS 719111 L1392 rP • MSAOOR6CJI 6(31 C*N46T 00 U01O w C0M0MA71 w1 TMS*0344. ALT. BUILD -OUT MOUNT SECTION SCALE • 3" 4 1'.0` '1449 2X181190 Cf0412010. ROLLO., MARX 04 W000 PRAN00 9 4 MU AROMA 06444004! ! • Et04t00 t1YACa , ; /,!/ .-- -- PA0113460. Let Aga OCK01A2. Ot9t0t11 C0H012C110N *NPR 2" - -- 344.20 MA 60 wu . .0. CO Nut 6` O.C. 31PO 434* 0 • FOR TYPE o 1134 TX CONLR1TC HO MACH OR P0AMR10 Mt IWW1 6C8*007.0 04 Si = SS RCI 1191 31. • Ste Mal. SIPMAT*M PAOM CLASS SC11t00412 ISALT3OP 01 ®Y • t' ' .,345" 0416[53340340 %LAG 0.1/241 ALUM. SYVO 4HCLC 2M O. VP - 4.34. A*. CIt0E0. • 204- D.C. MAX. -I 44000 ROOP TROS 4 4 1 I 1 i w PRAWN9 MEP1atR .-, X.�_...+. �,.,,,aj•^ WALL OE PERPENDICULAR TO OAHU. CONT, 4p"� • .800' A4UM. 44440105 Ea -! *0000 ,- STUCCO SWISH OR PLYWOOD 50PHT 1/04" MAX. / O. n0 MN.�T013*6 i4M (�04M 6kA5� Sf 14[01..'[ 262t631 S OP 03 p0 - *T4 s es 0E7WEEM TRUSSES 0 12' O.C. 10 c. s MAX. 011210611.0A0 • 121.094 © SOFFIT CONNECTION DETAIL SCALE . 9" . 1' -0' 114 Al 3.44 18:18 .0OOIL THIS OE fA4 MAT SC USCG Al TOP 00 0017044 OP 92134440 ^ o 7 WALL MOUNT DETAIL 8(4.6 . 3" • 3.4" r- 9003403*5f 0AR/00*3 6 SAS 1 7 OP 61 L{ 111-11 P Irill.- -1P4"P * 03*0 RAwt CALK40 • T' O.C. w01M T/0" 4404, 0440.441 C MC. 34043.00 03.861 1/ V4•P lA0 SCRCw •1Y 04. w14.3434444. tK0, W w0 01 w400 SMALL 034 6 410[046 ORAwtY'0. OP 0.34 00 OStATtp 3/2'4 THOU Oat T • 22' 0.3. i V a'0 POw6R4 RA WI. CA3.K-4N • 10" 0 C. a1 M T/0' MOt. SM*. P4 CONC. 00 HOL30w 8300* OR Va•A LAO 660034 �f. • It- 0.3. W/ 1.3/2• MW. LM6. 41 W000 ` 0000444..1I,,.�3 6[ OP 0►eCOLD R4wTY'0" 0901629O01*910 2• . 2^ • Vr 004T. ALUM AROtt 4063• T6 00 GLASS 00 0001 1/4 -20MA 134000L1L 34140 t OR 34A2Mt060 4 101 t 6•aa2'0 Trot 0ARO0/1'0.t. %` Soo T.'Ot N L ITT t N L, WAX. In. T4C nlHS" MA74•1AL 34.40 VAS4046 011.Y 4 34040 T 0*) OR 3448032(4 4. 6 S. Of. PIA 90 t aAN0•W'OC POS TYRS W L 1,06 N_. -.�.- 0R0M6RA85 CSC011000..E 644441 3 0P 00 -0 O Po 3.390 P(R MOLD 0 6• P■STCIIER. tt, 4a(11 SCRUMS, 0094O646 COKNKT404 •144 13. F720i4,P_P O ALT. WALL MOUNT W/ SPRING CUP taut a•3., 80•041. 3" • 1'.0' teltt PANPL LOOM 444LL et LPAt6O 10 TA&0 I TWE c0 2". 2' • 424" 43.034 stun matt r MOTORS CONCASU, 1 ARLO09 34 OCO 3011 3493401 5(910006 0.4121222 TAUC1IAltO a ---+ -1 jn4x. 014+044 4.040 • 72 P4P1 Q "PASS THRU" DETAIL N 06..3.4 • 3- • 1'.0" /4.14.9w000 2'• 4 ^•3/0' CONT ALUM, TOOL 4604) -161 STORM PANEL • • V4- 213 S.S. 208121. • • 3400407 • P444tt•4.0PAH i 0P• St•O C.MAK.tTVP0 • Mta. 2' . Y s .195OP1' • • 4061.16 AL ALLOY 00 40 0400 4.10, ilea •• 80001 ._. -.., �_.... .. •••• • • •••• Q _ •• iT 4%).••I4Q tlI r 4,• .. •a • • •t• • r ' COFINER'DP2rAIL 66..046.9 • 1'•0" • • • •• • PRODUCT RENEWED Amat 7,01-1 all •4I , x44• P ;.ON • , 1 1 -' CODE COMP'U,d4CEOFFICE - 6618'22 -. VS. OR `�- 3 S. . 1 /0" 603 •14 ALUM AM04C -G 2- . )- . 4/0' 10 1 Y . 4' . WO' 4641.16 *3.484. A6041 7 34/ 34 "P 070014 12' 0.13. 1w04/16' ALUM.,' POP RN*TS • • 12.0.4. 04481.0.010040111 -. 43.4.4 90341 16 04.343. 6 4.36.4 taint: W (40.00' w/ w4 -20 MA(M4a1 SCPtw - 22024 IRIS O1TA4, MAY S6 U0C0 AT 704 OR 0077034 *9 PARCL. jM..K. 04,X134 3.040 4 12 9391 © EDGE MOUNT DETAIL SCALE , 3" . r.0' APPROI(D AS COA'TtYINO Ent THE 6840TH PLORIOA ttU1LCtf0 COOS P0OO4'C: COO .1' OIN100tt OURC2r,4 CAM �0**MPuAtiCE OEM ACCEPftstt NO, Z`�', 02�•0, • •••• • Its. •••la zO • • • •• , I • :• •• • •• • • •• •• • •• 0' 0 r A r 2.081' AWN. STUD AMO&t '-^-, /4-AO NA $400 COLT L OR wASRoaoo NUT 6' 0.c. POR TYPE R AND 81 08' O.C. 11AR 21120 IA 6 TYPE N 2 i 74/2" ,,. •-�.^ MIN. •�' y4`0 PQwSgS 9AWL 041.0 -00 N/ 7/r 8011 *MO. & A 11' D.C. 002/t. OR 7" 0.0, IN HOLLOW SLOG* anTN 114.80 NA02•0 2052W - r.0'. v2." 6068 -76 ANGLE 6 2/6•0 M06t POP PAST0N0P3 PANS& 112' MAX. It TWO-2- V6 . S' . ' 1/4-x0 MAST dl0 SCREW • } 603- 6 3461114.1 STUB 44/ 5I012 MUT • i 6- O.C. TO PANEL 341101.12 CORKtTiON STU0020 STORM PANEL 1 0• x' • 2' < VS• - 1•4•20 022C+022 2002W A 4TU0 M/ NUT 86 6- 0.0. STUCCO k.2 OANO,,c x 80 TMRSt.1 /pI'P POWERS 114041. LM0EO tN 11 SUM,* 114.2* MAC.ftE SCREW STU2". L. D r ANAOLU3 M d •- V4 -.CL 0 1NTE i FASTENING ,AWA SSEMBLY RM. •r. 2.0- V4•• 1434001100 SCAT • 5/16" P POWERS RAW& CALK -IN •® 6" O.C. w/ r w" CMB00 INTO C0N0 OR I041.0W 006004 W/ 8/16 -1B SAtrec[ SCREW -4) r • r . I/O' 00NT. AMOL2 6060 -16 A1.401. W/ V 4 "0 STUD p 12' 02. 504101016 00110613. --� P6 .I4W 22.00R 000 MO• OOULS 1400022 YAL N 170u0TUR21 jffiyy 1110 0573416 MAY BE 11530 347 TOP OR OOTTOM 01 PAM.. CMAK. 0090024 SOAR 6 72 PSP) OEDGE MOUNT DETAIL SCALE 3' A i• -0" 2" s 2• ..055• 4063 -16 0001. ALUM. flat - 14AN.0814022 L0A0 4 72 •SP! ANGLE TO "U" HEADER re..‘ BUILD -OUT SCALE. r. 1.0" 0 W 6• •••• go •• • ♦c apew•••03 •18�iWw/�iTl1"114 ;5 O.t.•• 1 TyAiy11 DROP.O • • • w /•0 '021m •• 010 • •.y • INTERIORfAISIF8NINO • ANGLE ASSEMBLM •••• 503410. 1 -1 % .448•• • •• PAWL 2.1A9. DI L0A0 • 73 PP) STORM PANEL (f{) ASSEM / MOUNT ��,) INTERIOR FAST T SCALE • )' • �►• SCALE. 24.T S. 1/4.20 MA 0*OL 0 BT & LAf{0y&T OR WASMREO NYT 2.W 6' OR. 0.011 TT P[ FL 0 A0O0 00 121 O.C. /OR TYPE q L TTPC 0/ - TWO . &M e? POWERS RAWL CALK -IN ® 1/0' 34. W / r PIRA 114000.24 CONC. OR 001.1.0W 140000 M/ 2.0/4' MW. 10221101ST. M/ 5/14.18 MACNIN1 • • P0NCM 209.2$ w *0IACRPL42Li • • • • PAN((O TO R0C0IV3 TrR51Ta1.T• • • • 110.000 034020. evict CACN AO4ACSNT PANS& ARO 1821• • • wO6144.4 PROM Tie O • • • • • ••• • • • ••• NG DETAIL tusa 6P1•M Dt94Il 02 • • • • • • • J1.)tJC'1 MAIN .L W Lll ACCEPTANCE No. 01 -1 i1.'! , 01 '•w z t9� co 1.2- . r..122- 1: BTUOOSa A/01.2 (g 2" 4 r ..124 - ST000OD Am3L8 1/6.20 RIM 03401400E SCRIM a 4- a.2.. .... W4'$ 0004009 R34w1. CALK -0. w/ 7/3- MAC 3O6[0. C*191 •0241109313. 4400040. OR 2101.1.0w MIAOW BLOCK 06006 • 6" O.C. 0A WOOD ARAMIAS (Ste ANCHOR 22"000L1 T�7) Pt DP .0010. Tg800TAIL MAY BE UM AT TOP OR OW TOM OP PANEL. I11AK. OBS18* 221340 A 12 PSIS Q2" x 2" ALUM. TUBE BUILD -OUT SCALL. r . 2-0- �- r.r..120- 11000SD PARAt U2.22 .,r SOIT L WINO. T Y OR wA8!•R00 NUT rOt. PA TYPt 110110p1x'O.t POI TYPt10 & TYPt2/ 1.4-* TMRU BOLT 40 10" 0 C. MARX 20 A2010 CONNECTION - 1/416 P024060 RAM. 0341.0.24 • 11' O.L. w/ 7/8" PAN. 01020. ONTO CONCRt7E w/ 114.10 •34011240 S0*E W 2' . 7'. 0• -71 MAX. 1r•0 1r, ..0585' 606846 ALUM. LAP SCAM - 2- .3'.1/4'. 61 6068 -16 ALUM. 3414066 MP. TOP L 60110)41 mY 0003- T6ANOL2 • - -• APPROVED AS COMPLYING WS}j NE SOUTH FLOS}61l 910[0006 CODE DAT ' 8Y- 1MAx.CMOs 1.040. 72 PSP) FACOA/CT CDN 03 DIVISION L':!a0lt„ C110) CC�61P6UANCI 0940E 14 yr- X4003 STORM PANEL BUILD -OUT .. S 2•.r..125' t sTU012E0 MOLE i 3;r .r. 125': 21.10 ANGLE •• - - 7240.1/4.20 06340M42 0000244 - - ALT. 400 01 001000 C1)0T1N0001KR010. _ "01.2.02/ KOOK 03 634600 00342410 Mt AMOUR 50120u2t 01000 t0 PC OP .024X*' 1006 DBTAO. MAT Al 0800 AT TOP OR BOTTOM OP PANEL. 01/2C-12111116141.0A0 • 71. PSP[ 8 STORM PANEL SUPPORT BEAM 61/05/99 16:17 - V4 20 MA 00001 401.1 MOOyILT OR MASMERED NO GNl 6' O.C. 11 i TYPt f•0. ANO Ir 0.0. 80A TYPS 214 T1P0 IV A ,gaff+ 1100 DETAIL MAY St 4030 40 TOP OR BOTTOM OP PANEL. No, N�619 6.2.. SCALA.r • 1•A" •Met 4.16 • • • • • • • •• • • •• •• • 01/05/96 18,17 TABLE 1 - STORM PANEL@ & SCHEDULE 3LE 2 - MIN. STORM PANEL SEPARAI I FROM GLASS SCHEDULE NEGATIVE DESIGN LOAD w (WI TYPE I TYPE 11 - TYPE III TYPE IV FOR MOUNTING CONDITIONS W/ "h° OR "U- HEADERS & SILLS USING STUDS, BOLTS OR DIRECT MOUNT gD 6" 0.0. 80L7a OR BAR RE0.O. AT MIOSPAN OVERLAPS FOR MOUNTING MOTIONS W/ HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT 066" 0.0. DOLTS OR OAR RIOT. AT M208PAN OVERLAPS FOR MOUNTING CONDITIONS W/ "h° OR "U° HEADERS 8 SILLS USING STUDS, B07.7S OR DIRECT MOUNT 0 12" 0.C, NO 001.TS OR OAR RE0•0. AT MOSPAN OVERLAPS FOR MOUNTING CONDITIONS W/ HEADERS & SILLS USING STUDS. BOLTS OR DIRECT MOUNT MOUNT 0)12" 12" 0.0. NO WILTS OR OAR RE0'0. AT MOSPAN OVERLAPS L max, (FT -IN) L max, IFT -I(4) L max. (FT -IN) 1. Max. (FT -94) 40.0 8 -9 12 -•" 3 -3 -6 45.0 . -8 .. - 3 3 -3 . -1) 50.0 a -8 . -9 8 -A 2') -3 55.0 6 -3 2 9 -•3 3 -9 60,0 9- 3 .. • 9 3- 3 9- 4 62.0 3 -3 13 -4 9 -1 + -3 65.0 3 -0 IC -4 0 -Y ) - { 70.0 ° -6 9 -'I 9 -3 0 -8 72.0 0 -4 "r -9 3 -. 3 -. 75.0 3 -7 , - 3 -., 3 -- 80.0 7 -4 3 -3 3- 3- 90.0 a -8 6 -3 7.. -9 100.0 " -3 0 -3 3 -a . - 3 110.0 7 - 5 . - 1; 5 - '3 1200 5 -•) -_ 5 -3 a - , 130.0 - -' . -3 S- ) 6 -- 140.0 ,. -3 . -0 .. -1 a- 1 150.0 +. -0 4 -9 »- 3 5- I' 160.0 3 -9 <- -7 4 -') 9 -9 170.0 3-3 3 -4 3 -9 5 -3 180.0 3 -4 S -2 3 -7 3 -5 190.0 3 -2 6 -0 3 -S 5 -3 200.0 7 -0 n -22 3 -9 210.0 ?- 14 7 -9 3 - - -3 220.0 2 -9 , -7 2- 1 - - d 230.0 2 -7 7 -4 2 -9 - 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM PANEL LENGTH. 2. REFERENCE APPROPRIATE COLUMN 29 STORM PANEL SCHEDULE BASED ON MOUNTING CONDITIONS IN FIELD. 3. SEE NOTE Na, 12 ON PAGE 1 OF 8. POSITIVE DESIGN LOAD w (PSF) MINIMUM SERA FOR INSTALL, ACTUAL SHUTTER 30' OR LE SPAN (L) ABOVE DR (FT - IN) (INCHES BAR 40.0 50.0 5 -0 8 -5 12 - 0 5 -0 8 -5 11 -9 2 2 N/A 2 2 NJ 60.0 5 -0 B -5 10 -9 2 N/A 70.0 5 -0 8 -5 80.0 9 -11 5 -0 8 -5 9 -3 2 N/A 2 2 N/A 90.0 5 -0 2 10N MINIMUM SEPARATION NS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 19 2 •I-- -s NO BA *•• • • 2 2 l -1/4 t- 2-1/76••••-•-‘, 2- t /•••-{,,•�� 1 -114 2 4 t -5/0 • 2 -3/4 2 2 4 2 4 2 2 t• • • • tiI 1- 5/14.6r 2 -1 1-1/ /2 1 -3/4, • 2 -1/ 1 -1 /` R_• 1 -7/8•• • 4 2 -1/8 2 1 -1 /4 9.5 2 -1/2 1 -3/8 8 -9 N/A 3 -1/4 2 100.0 4 0 2 -2/ 1 -1/4 6 -0 2 -2/2 1 -3/9 8 -3 2 -1/ 2 110.0 4 0 2 2 -1/2 -1/4 6 -0 2 2 -1 /2 1 -3/ 7 -1 2 -1/2 1 -7/8 120.0 4 -0 2 2 -1/2 1 -1/6 6 -0 2 2 -1/2 1 -3/8 7 -7 2 -1/2 -7/8 1. ENTER TABLE 2 W17M POSITIVE DESIGN LOAD TO DETERMINE MINIMUM SEPARATION FRON GLASS. 2. FOR DESIGN LOA05 BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETE9641140 ALLOWABLE PANEL LENGTH. 3. " N/A " DESIGNATES NOT APPLICABLE - NUS7 MEET "NO BAR" REQUIREMENTS. PRODUCT RENEWED APPROVED AS OOMPLT)NO wtiti ENE SOUFx nom mom CODE C -T PRUCI. DNtS:O.Y BCQ� E 17 � D -�D 01/05149 16:18 ANCHOR SCHEDULE FA8TENER MAXIMUM SPACING (RCM) BEDAUBED FOR VARIOUS DESIGN LOADS AND SPANS ut app ANCHOR TYPE LOAD IV!) PSF MAX. (SEE NOTE 1) 3/4t EDGE DISTANCE SPANS UP TO 5. "0" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 12'_0" (SEE NOTE 1) 1 CONNECTION 2 TYPE '3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 48.0 112.5 12.5 tz.5 11 'DI tp _ 0 6 4 r i lL!!∎∎IIMIlst %11, ` 1/4 "d woaa LAG SCREW w/ t "714" THREAD PAR PARALLEL ISHETO GR 62.0 7x.oY + 92.0 Mtn _ 61�� ' i 8 7 4 3 3 % 230.0 ' © g ' 4 IlP.1!4.l!itiCttY!it`;! ?ipi. t /4°• w000 LAO SCREW W/ PENETRATION TION PE 0 8 AI ION iSNE o PARALLEL TO GRAIN( 012.51 N� fl 62.0 �SENEE 57 72.0 me ECU ® QE r! ccom 5 mg 12.5© 9 © 92.0 230,0 on © �n 4 tIta * • ,:,: 1/4 °0 MO MALE/ R @HALE °PwNO MAA E w/ t°t /E MW, EMACiONNT L CREW WITH N T SCREW WX7M NUT rr��!�� ry ��t��,.1 62.0 Di� 'meXsc ECM 5 6 72.0 ��12,5Q 1EE B 8 5 '92.0 10 sig t2.4 6 s 4 230.0 230.0 5 anon 4 • ' '1 \k' ii.•. MASS w00p suss W/ v6° -MIN. AND 7/4° MW. CODE DISTANCE 3 62,0 112 ri22sHillileinp fil �� 3 :' 72.p 92.0 230,0 ANCHOR NOTES: SPAM Fe SPEW THOSE SHOWN IN T 2 ENTER TABLE SASE MATERIAL ANCH C G'OIESNEA1JVE tGN SPAN GREATER THt 3. EXISTING STRUCTU BLOCK OR WOOD F SCHEDULE FOR PRI TYPE OF EXISTING IDENTIFICATION OP 4. ANCHORS SHALL E WITH MANUFACTUR 5 MINIMUM EM8E0MEN' WALL FINISH OR ST 6 W000 FRAMING CO THAT FASTENERS FRAMING MEMBERS.. • • • • • • HERE ARE FOR DETERMIP)WO • LY. ALLOWABII.E MITEDl o • El. SHEET SB LlM�T� i THE EXISTING STRUCTURE E %EPAtER THANGOR EEUAL TO• ON SHUTTER ANO SELPII EQUAL TO SHUTggTEI•SPAlyy7 9 IAY 500, DEFERENCE •ANC&I0F1 • UCTURE AND APPPDPRIATE VCONNECTION DET.IW40$: (STALLED IN ACCUROANCE• • RECOMMENDATIONS. 0 E000 DISTANCE ESCCLUDt3S• ICTURE IS WOOD FRVIIING,• 'IONS VARY. FIELD VERIFY E INTO ADEQUATE WOOD 7. WHERE AG SCREWS FASTEN TO NARROW FA E OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "K4" (MIN.! WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUD SHALL BE "SOUTHERN PINE" G.0 5S OR GREATER ILLLIS PAN HEAD OR HEX SCREWS HAVE 8, MACHINE !CREWS SHALL, HAVE MINIMUM OF 1/2'• ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD tSIOEWALK BOLT), U.O.N. 9 a DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHORS WhiCH ARE REMOVABLE BY REMOVING wASHEREO WINONUT. NUT. OR MACHINE SCREW • 1 y� 1as• _ • • • •E, •.,„„ !1•�• • • 9.r .� • • �Ijq • • •••••• J 1 • •1. ••••( MW •••••pt, • • iiA' t3 e PRODUCT RENEWED AOCIIR,ANt73 t -tzty • . AFFROvW AS COMPtTIM6 Wfll( DIE S6U)H�0310A BUILOIMO CODE er . • �% CI.,!•; til. OP is'011 MIL CO OFFICE vl.oat PAO(tsaARAL PL LNA OE AQ • • • FASTENER ANCHOR SCHEDULE MAXIMUM SPACING comes) RBOUIRRO FOR YARJOUS DESIGN LOADS AI /ANS ANCHOR TYPE (W1 PSF MAX. NOTE 1) 2• EDGE DISTANCE SPANS UP TO (SEE N N17TE 1) CONNECTION TYPE 1 2 3 4 5 SPANS UP TO a' -5" (SEE NOTE 1) SPANS UP TO 12' -0'• (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 CONNECTION TYPE 1 2 3 4 5 G` EDGE DISTANCE SPANS 1 (SEE NO ) CONNEC TYF SPANS UP TO (SEH NOTE 1) CONNECTION TYPE SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 1 2 3 5 1 2 3 L 5 1 2 3 4 1 AS1181i1i1l111it1S14;61 i116o 1/ 4.1, ITW TAPCON W/ 1.1/4" MM. EMBEDMENT P4•.21100P8J. 1/4.01 ELCO MALE/ FEMALE - PANELMATE- W/ I-1 /4 MOI. EMBEDMENT & 1/4.20 MACHINE SCREW WITH NUT 4W. ,600 PSI * BAWL CALK.IIPdd Wd 7/0- EMBEDMENT L 1d4 -20 STAINLESS STEEL MACHINE SCREW 9.000 P 1/4•• POWERS RAWL 2AMAC HA0. -01 W/ 1.u6- MIN, EMBEDMENT 3.000 P$J. C011686T0 I/4'0 ITW RED MEAD DYNASOLT SLBEvE ANCHOR W/1-1/0" M04 VIDEO. .1' 2.I00P.8.L DONORETE 1A -m POWERS R/AWI.a IN 6 t/4 -20 SIDEWALK 8UL/1T,, l5I./10t/L� PISAOI W/ t..1 2.00DP.BA� 620 1111111191111111: x: 1 11111111 ©0 ssomm000us0� 13� ;© mem &a :o ®® 0®00 Oo 0°I ' 12 �DD°li 111 72.0 11111111111 g g�12.E i - 10 �q 11,112.E a 00I 0l 48.2 Yi:'J� m !E ®!�� zs® 1a��...s� m�OE ®� •,� 62.4 BREIENEIL3�flaQ2.sD0 ®2.5®1Q� E BEE 72.4 12.5 12.5 92.2 ®0000E00 ©0 ®s0 ®0 0� 550100 0 ®®00 4 MB®M 0 00®ifl0O©000ImiE�iE�.'0 0 go00l©®u 0,2.5 P�' U 0 �+ DUDD0 �� ©0 EE©2ABSE�0 U®ME B ©NEIm 0 r 61©1Oo00000�0000 00000 0000000 ' 121111111111111 1!�f�y ��112111111111 �O 00 0 ©00 92.0 230.0 230.0 8,0 62.0 72.0 92.0 230.0 48.0 62.0 72.0 92,0 230 0 48.0 62.0 72.0 92.0 230.0 • • • • • •• • • '004141 • • •••• • • •• •• • • • •• • • • • • •• • SEE PAGE 8 FOR ANCHOR NOTES PRODUCT RENEWED 1 u • 410••• • • • • • •• • ••• • ••• ••• • • APf'P.0'/ED AS COMPLYING WITH THE SOOTS FLORIDA BUILDING WOE A VOWI,CI CON I OIY41ON 191: 0111 5515 Ctl y �ltANCE OFFICE exigA':ts 60. -G°.. /02 /.0.? 98 -218 .1...!i .5 1 En/ / 18:18 ANCHOR SCHEDULE FASTENER MA70MUM SPACING (INCHES) REQUIRED FOR VARIOUS DECO N LOADS A PANS ANCHOR TYPE LOAD PSP MA X. NOTE 1) 2' EDGE DISTANCE SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 1/4"0 ITW TAPCON W/ 1 -1/4" M1N, EMBEDMENT • t /4 "8 ELCO MALE/ FEMALE"PANELMATE" W/ 1 -1/4 H94. EMBEDMENT 6 1/4-20 MACHINE SCREW WITH NUT 48 .0 62.0 72.0 92.0 30.0 48.0 62.0 72.0 92.0 230.0 1/4 "• POWERS RAWL CALK -IN W/ T /a" EMBEDMENT 4 1/4.20 stAWLESa STEEL MACHINE SCRE' 48.0 62.0 72.0 92.0 30 0 1 /4 "0 POWERS RAWL AMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT 48.0 62.0 72,0 92.0 230.0 1/4 "0 ITW REP MEAD OT NA80LT SLEEVE ANCHOR w/1.9/8" MN. EMBED. 8.0 62.0 72.0 92.0 230.0 .1l1".1\ Mt; 4$111451' as ERBW 1/4-20 EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW w/ 2" MIN, e1680. 48.0' 62.0 72.0 92,0 230.0 01/05/89 16:16 SPANS UP TO 8' -5" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 SPANS UP TO 12, -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 5 1 3' EDGE DISTANCE SPANS TO (SEE N( ) CONNE( N T 7 2 3 MMEMMEMWM MI • 10 HMS ®S amil 3 12.512 5 12.5 7_ 12.5_5 10 3 4 3 3 2.512.5 2.5 10 2.5 7 25 4 5 4 17.5 12.5 3 12.5 10 • ' 12.5 7 2.5 4 6 '• 4 12 512. 3 12.5 7 72.5 5 10 3 4 3 12.512.5 125 6 12 4 3 9 10 12.5 12.5 8 2.517.5 6 12`512.5 5 125 8 4 10 CONNECTION TYPE SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 • • • • ••• • 000000 • •••••• •••• • • •••• •••••• • • •• •• 00000 • • • • • SEE PAOtAPOP: ANCHOR NOTES PRODUCT RENEWED APPROVED AB SOMME E W111j )NE SLOW 5L0540% BUI(D180 ( t OA1F ,.a. e 1/ 1R 99 BY 1,,laWCT 000TRFJ( °MELON 30:I O.:iu E401 E9MPLINYEE 017185 ,cct/W 4' 64, 1 1.0j z dl ,0a • :O • • • '<1 • • • •• • • • • • • • • •• •• NO! 4,1 j Cry, 4.1. KNl28V.. . BUNN. IX FL Lc 8.080 /t ; 4- No' 619 •••• • • • • • • • • •••• • ••• • • ••• ••• • • • ••• •' ••• • FORM 600A -2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: ALTERMAN RESIDENCE. Builder. Address: 1247 N.E 101TH STREET Perrnitting Office: City, State: MIAMI SHORES, FL 0000041000 Permit Number: Owner Jurisdiction Number Climate Zone: South MIAMI 232600 1. New construction or existing Addition — 12. Cooling systems 2. Single family or multi-family Single family — a. Central Unit Cap: IS.0 kBtulhr — 3. Number ofmita, iffmulti f roily 1 SEER: 12.00 — 4. Number oflls 1 _ b. N/A ._ — 5. Is this a worst case? No — — b. Conditioned floor area (1t2) 577 It2 — c. N/A — 7. Glass type 1 and area: (Label read. by 13- 104.43 if not default) — a. U factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a. (Sng Default) 120.0 g2 — a. Electric Strip Cap: 17.1 kBtu/hr — b. SHGC: COP: 1.00 ,_ (or Clear or Tint DEFAULT) 7b. (Clear) 120.0112 - b. N/A — 8. Floor types — a. Slab -On -Grade Edge Insulation R=0.0, 106.0(p) ft — c. N/A b. N/A _ _ c. N/A — 14. Hot water systems 9. Wall types a. N/A — a. Concrete, Int lnsul, Exterior R =3 .0, 450.0 tie — — b. N/A _ b. N/A — c. NIA _ _ d. N/A — c. Conservation credits — e. N/A — (H -Heat recovery, Solar 10. Ceiling types — DHP- Dedicated heat pump) a. Under Attu R= 19.0, 577.0 IF 15. HVAC credits PT, — b. N/A _ (CF- Ceiling fang, CV-Cross c. N/A — HF -Whole house fan„ 11. Ducts — a. Sup: Use. Ret Unc. AH: Interior Sup. R=a.O, 25.0 ft b. N/A — PT-Programmable Thermostat, MZ C Multizone cooling, 14,4Z- H- Multie - one heating) 00 Area: 0.21 Total as -built points: 6057 Total base points: 6566 PASS and covered by orida Energy Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building mil be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFF DATE: 1 Predominant glass type. For actual glass type and areas, see Sumner & Winter Glass output on EnergyGauge® (Version: FLRCSB v4.0) PDF created with FinePrint pdfFactory Pro trial version www.pdffactorv.com FORM 600A-2004 Energy Gauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT #: BASE GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area AS-BUILT Type/SC Overhang Omt Len Hgt Area X SPM X SOF = Points .18 577.0 32.50 3375.5 Single, Clear Single, Clear N 4.0 6.0 84.0 36.46 0.79 2406.8 W 4.0 6.0 36.0 70,53 0.67 1688.4 As-Bullt Total: 120.0 WALL TYPES Area X BSPM = Points Type 4095.31 R-Value Area X SPM = Points Adjacent 0.0 0.00 Exterior 450.0 2/0 Base Total: 450.0 0.0 1215.0 1215.0 DOOR TYPES Area X BSPM = Points Adjacent Extericw 0.0 0.00 0.0 0.00 Base Total: 0.0 0.0 0.0 0.0 CEILING TYPES Area X BSPM = Points emanate, kit Instil, Exterior 3.0 450,0 As-Bullt Total: Type 450.0 2.70 1215.0 1215.0 Area X SPM = Points As-Built Total: Type 0.0 0.0 R-Value Area X SPM X SCM = Points Under Attic 577.0 180 1615.6 Base Total: 577.0 1615.6 Under Attic As-Bulit Total: 19.0 577.0 3.72 X 1.00 FLOOR TYPES Area X BSPM = Points 577.0 2146.4 2146.4 Type R-Value Area X SPM = Points Slab Raised Base Total: 106.0(p) -20.0 0.0 0.00 -2120.0 0.0 -2120.0 Slab-On-Grade Edge Insulation 0.0 106.0(p -20.00 As-Bullt Total: 106.0 -2120.0 -2120.0 INFILTRATION Area X BSPM = Points 577.0 18.79 10841.8 Area X SPM = Points 577.0 18/9 10841.8 Summer Base Points: 14927.9 Summer As-Buift Points: 16178.5 Total Summer X System = Cooling Points Multiplier Points 14927.9 0.4266 6368.2 Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x AHU) (sys 1: Central Unit 18000 btub ,SEER/EFF(12.0} Ducts:Unc(S),LInc(R),Int(A11-1),R6SIONS) 16179 1.00 (1.07x 1.165 x 0,90) 0.284 0.950 4913.7 16178.5 1.00 1.125 0.284 0.950 4913.7 EnergyGaug&M DCA Form 600A-2004 PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com FORM 600A-2004 Energy Gauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT*. BASE AS-BU1LT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 577.0 2.36 245_1 Single, Clear Single, Clear N 4.0 6.0 84.0 6.03 0.97 493.8 W 4.0 6.0 36.0 5.49 1.02 200.8 As-Built Total: 120.0 694-6 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent Exterior 0.0 4810 Base Total: 450.0 0.00 0.60 0.0 270.0. 270.0 DOOR TYPES Area X BWPM = Points Concrete, Int Insul, Exterior 3.0 450.0 1.20 As-Built Total: 450.0 540.0 540.0 Type Area X WPM = Points Adjacent 0.0 0.00 Exterior 0.0 0.00 Base Total: 0.0 0.0 0.0 BO CEILING TYPESArea X BWPM = Points As-Bunt Total: 0.0 0.0 Type R-Value Area X WPM X WCM = Points Under Attic 577.0 0.10 Base Total: 577.0 57.7 57.7 Under Attic 19.0 577.0 0.14 X 1.00 As-Bullt Total: 577.0 80.8 80.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised Base Total: 106.0(p) -2.1 -222.6 0.0 0.00 0.0 -222.6 INFILTRATION Area X BWPM = Points Slab-On-Grade Edge Insulation 01) 106.0(p -2.10 As-Built Total: 10410 -222.6 -222.6 Area X WPM = Points 577.0 -0.06 -34.6 Winter Base Points: 315.6 Winter As-Built Points: 577.0 -0.06 -34.6 1058.2 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 - Points) (DM x DSM x AHU) 315.6 0.6274 198.0 (sys 1: Electric Strip 17060 blob ,EFF(1.0) Ducts:Unc(S),Unc(R),Int(AFI),R6.0 1058.2 1.000 (1.099 x 1.137 x 0.91) 1.000 0.950 1143.1 10582 1.00 1.137 1.000 0.950 1143.1 EnergyGaugemi DCA Faun 600A-2004 PDF created with FinePrint pdfFactory Pro trial version www.odffactont.corn FORM 600A -2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whale Building Performance Method A - Details IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Bedrooms Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1 2273.00 0.0 As -Bolit Total. 1 1.00 2273.00 1.00 2273.0 0.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 6368 198 0 6566 Cooling + Heating + Hot Water = Total Points Points Points Points 4914 1143 0 6057 EnergyGauge*m DCA Farm 600A -2004 PASS PDF created with FinePrint pdfFactory Pro triad version www.pdffactory.com FORM 600A-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Me If A - Details IADDRESS: 1247 N.E 101TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS Exterior Windows & Doors SECTION REQUIREMENTS FOR EACH PRACTICE 606.1 ABC_1.1 Maxtrnumc.3 cfn/scl.ft window area; .5 chn/sol.ft. door area Exterior & Adjacent Walls Floors Ceilings 606.1.ABC.12.1 Caulk, gasket, weatherstrip or sea windows/doors & frames, stimulating wall; foundation & wall sole or alt plate; joints between exterior wit l panels at coffers; utility penetrations; between wall panels & top/bc tcan plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is Installed that extends from, and is seated to, the foundat"lo n to the top Mate. i.Aa .2 2 Penehafionslopentrigs >VW sealed un»s Tsearf by try or px EXCEPTION: Forte floors where a continuous infilba5orr Prier is Installed that is seams to the perimeter, penetrations and seams. 606.1.ABC.1.2. Between walls & ceilings; penetrations of ceiling plane of lop floor; around shafts, chases, soffits, - chimneys, cabinets sealed to continuous air bearer; gaps in gyp board & top plate; attic amass. EXCEPTION: Frame ceilings where a continuous infiltration bonier is installed that is sealed at the perimeter, at penetrations and sue. Recessed Liyit rig Factures, 606.1.ABC.1.24 Type IC rated with no perpetrations, sealed; or Type IC or no 4C. rated, installed inside sealed box with 1/2" clearance & 3° from insulataon :. or Type IC rated with c 20 coat from conditioned space, tested. Multi -story Houses 606.1.ABC.12.5 Air barrier on perimeter of floor c raty between floors. Additional infiltration refits 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have cwt air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by ail residences.) COMPONENTS Water Heaters Swimming Pools & Spas Shower heads SECTION REQUIREMENTS 612.1 Comply with efficiency reguiramenis in Tame 6121.ABC.3.2. Swatch or clearly marked ctrcult breaker (eleottic) or cutoff (gas) must be provided. External or built -in heat trap required. 612.1 Spas & heated pools must have coves (fit sew heated). Non-commerctat pools must have a pump timer. Gas spa & porl heaters must have a mktartum thermal efficiency of 78 %. CHECK J Air Distribution Systems HVAC Controls Insulation 612.1 Water flow must be restricted to no more than 2.55 gallons per minute at PStG. 610.1 All ducts, they+, fnectiarucal qt r• m s median attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. 607.1 -r- Separate readily accessible manual or automatic thermostat for each system. 604.1, 6023 Cei ings -Mb. R -19. Common walls -Frame R-11 or ars R -3 both sides. Common ceilong & flexors R-11. EnergyGauge DCA Form: 600A -2004 52004 FLRCSB v4.0 PDF created with FinePront pdfFactory Pro trial version www.pdffactory.com ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 87.0 The higher the score, the more efficient the home. , 1247 N.E 1 T STREET, MIAMI SHORES, FL., 1. New construction or existing Addition 2. Single family or nxuki- family Singfr fly 3. Number of units, ifmutki- family 1 4. Number of Beds 1 5. Is this a worst case? No 6. Conditioned floor area (fly 577 ftt 7. Glass type' and area: (Label read. by 13- 104.43 if not &Ault) a. U- factor Description Area (or Single or Double DEFAULT) 7a. ( Sngte Default) 120,0 ftz b. SHGC: (or Clear or Tint 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. N/A 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. Reet: Unc. AH: Interior b. N/A 1 certify that this Construction in this ho based on Builder 7b. (Clear) 120.0 ftz R=1. i, 106.0(p) ft - 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems - a. Electric Strip Cap: 18.0 kBtu/br SEER: 12.00 _ Cap: 17.1 kBtu/hr COP: 1.00 b. N/A c. N/A - 14, Hot water systems a. N/A R=3.0, 450.0 ftz - R =19.0, 577.0 tie - Sup. k=6.0, 25.0 ft _. b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF- Ceiling ;ion, CV- Cross ventilation, HF-Whole lame fan, PT- Programmable Thermostat, MZ- C- Multizcme carding, MZ-E Multizone heating) mplied with the Florida Energy Efficiency Code For Building energy saving features which will be installed (or exceeded) on. jI new EPL, Display Card will be completed Address of New Home: / i 7 7 frt (0 ( Date: G v a a c City /FL Zip: Mt S ft 3 3 r16' PT, - *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 EPNDOE EnergySte, designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge hotline at 321/6384492 or see the Energy Gauge web site at ww fsec.uc 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 Predcmina t glass type. For actual glass type and areas, see Summer & Winter Glass output on es 2&4. EnergyGauge® (Version: FLRCSB v4.0) PDF created with FinePrint pdfFactory Pro trial version www.pdffactory.com giciventure gravel, ignc. Personal Service to the Traveler 9541 NORTHEAST SECOND AVENUE MIAMI SHORES, FLORIDA 33138 (305) 757-3477 To whom it may concern: The undersigned property owners are in favor of a variance being issued for Mr. & Mrs. Albert W. Philpott, residing at 1247 N. E. 101st Street, Miami Shores, to erect a carporte extending to within seven and one half feet of their west lot line. 4. 1225 N. E. 101 Street 1263 N. E. 101 Street 1218 N. E. 101 Street 1234 N. E. 101 Street 1250 N. E. 101 Street AUTHORIZED AGENTS AIR TRAFFIC CONFERENCE - INTERNATIONAL AIR TRANSPORT ASSOCIATION - RAIL TRAVEL, PROMOTION AGENCY TRANS-ATLANTIC PASSENGER STEAMSHIP CONFERENCE - TRANS*PACIFIC PASSENGER CONFERENCE (D." / e • / 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 FBC 2001 Permit Type (circle): Building Electrical Permit No. ?"... Master Permit No. FECIEEME1 JUL 2 8 20Of Lig - Lot13 Mechanical Roofing Owner's Name (Fee Simple Titleholder) "4 Phone # Owner's Address /wr y7 ,V6' /4"C„t 1g y City lapott State Aeaorte Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) /Z ,its"' /Q /'t ":CCQ"� City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name G vl C/ #20/45- ?/Q )4. Phone (34, s) 7FIP Contractor's Address g " tt7 14 V t i ij s j' City f%A t ( ® State p 1 Zip 3 3/ / Qualifier C t' aleiftel GC / '° /9.5" State Certificate or Registration No. (,.' i-�'. ©y /,7J Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit /1S'OO Square Footage Of Work: Type of Work: ❑Addition Describe Work: In 111 ['Alteration ['New Repair/Replace Demolition Submittal Fee $ Permit Fee $ / 0/90 CCF $ CO /CC: Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) AUG 2 4 PAID Bonding Company's Name (if applicable) Bonding Company's Address CitiOd.4 • State Zip • Mortgage Lender's Name (if applicable) Mortgage Bier's Via' r. u4i City r r °' a 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 perforated 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 AFI IDAVIT: 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 . I f , ' 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 day o 20td� , by who is perso NOTARY Sign: Print: own to me or who has produced As i entification acid who an oath. Signature The forego e- day of Contract r t was acknowledged before me thi 2-7 714 2IL, by a„/:,;„ who is personally known to me or who has oduced ion . who did t<a e: +i oath. NOTARY P Sign: Print: My Commis My Commission Expires: * * * * * * * * * * * * * * * * * * ** Ag ' . rtilg�i"r��' EMUS; Jawnsy , 1O , ************************************ -' : iiii APPLICATION APPROVED BY: Chc 05/13/03 * * * * * * * * * * * * * * * * * * * * * * ** ********* * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** 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 PERMIT APPLICATION FBC 2001 JUL 2 8 296 B Y:Ha�u��. Permit NA 06 -Zoe Master Permit No Permit Type (circle): Building /Electrical Plumbing /'�fC Owner's Name (Fee Simple Titleholder) K1 f,..+ Owner's Address /Z9? Mr. y Ave'„ i ►-d f pi City 'City elApe Afea State ii Tenant/Lessee Name Phone # Roofing Zip Phone # Job Address (where the work is being done) City Miami Shores Villa • e Is Building Historically Designated YES Contractor's Company Name Contractor's ' dress City Qualifier /14/7 44/ County Miam' NO State 6%V, Zip Phone # 021r;- �� gc.ric Zip I„7/ i State Certificate or Registration No. retfeC, 9 7 r,/ Certificate of Competency No. e el Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Phone # os Square Footage Of Work: Type of Work: ['Addition ['Alteration ['New [' ace Re air/Re l p pp I 0 Demolition fai Describe Work: 4/6Yts I °l e . ****************************Fees****************************** Submittal Fee $ Permit Fee $ . 11 g CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ CO /CC. Total Fee Now Due $ Structural Plan Review. $ (Continued on opposite side) AUG 2 PAID Bonding Company's Name (if applicable) Bonding. Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage ? dc ess 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 COMMENCENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTE 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 o the approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was ac ledged before me this 4/ day of 20 d'6 , by t c16oC'kt- who is personally known to me or who has produced As identifica, . n and who did take an oath. NOTA Sign: Print: My Commissi Contractor The foregoing instrument was acknowledged before me thisZ7 day of V0, 1r ,2006,by ifeybot li3 i , who is personally known to me or who Chas produced as identification and , : did take an oath. NOTARY PUB Sign: Print: My Co ******* * * ** * * * * * **** * * * * ** ** * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 * * * * * * ** ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 12i Plans Examiner Engineer Zoning s SEP 13 2001, BY: Miami Shores Village q 118.10- Building Department ecl , k11∎1 4+ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit No. jF Ft41 Master Permit No. g °Z -D6- to / Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) / „44cite,04.Phone # Owner's Address / Q City 449/ eetG.3 State i1 Tenant/Lessee Name Phone # Roofin Zip Job Address (where the work is being done) City Miami Shores Villa a County Miami -Dade Zip Is Building Historically Designated YES NO X2- '7 /f/6— /0/ St- (Sr&OPE` '. Contractor's Company Name Contractor's Address /e City Qualifier Olrcht o se,, £ftr,c, Phone # "1 4 7e4, Z7e Zip 3J % 38 State Certificate or Registration No. ,erC cb6ye/ Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # $ Value of Work For this Permit � GOO Square Footage Of Work: 46007 Type of Work: IDAddition ['Alteration ONew 1.74 • Repair/Replace LI Demolition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Notary $ 6`eeg°0 Training/Education Fee $ Radon $ *F * * * * * * * * * * * * * * * * * * * * * * * * * * * ** t.00 Scanning $ 12 .00 CCF $ 1. 00 CO /CC. Technology Fee $ ZS Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 277 / , 7 . 2 £' (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 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 or Agent / Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this2fl day of , 20 _, by , day of , 200? , by , who is personally known to me or who has produced who is personally known to me or who has roduced As identification and who did take an oath. . j id:: tification d . .40.! . .r oath. Vff i NOTARY PUBLIC: Sign: Print: NOTARY PUB Sign; Print t�J�r'e139 ; • My Commission Expires: My Commission Expires °� '9° ****************************** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: q [ 61 PIans Examiner Engineer Zoning Chc 05/13/03 February 5th, 2008 MIAMI SHORES VILLAGE BUILDING DEPARTMENT Miami Shores, Florida • • • • •••• •• •• •••N�•al gtructural Consulting Engineers • ••• . • • • • • • • Qpality and Innovative Engineering Design • • ••• • • • • • ••• • • • • • • • •• • •••• • • • •• •• •• •• ••• • • • • •• • • . • • • • • • • •• • • •••• • • • • • • • •••• •• ••• • • • • • • ••• •• • • • Re: FINAL STATEMENT OF INSPECTION — SPECIAL INSPECTIONS Permit No. RC -2 -06 -384 1247 NE 101St Street, Miami Shores, Florida Dear Building Official: I, Tom Marinos, P.E. having performed by my authorized representatives as stipulated in the special inspector forms and approved the required inspections, as indicated in the attached approved inspection log, hereby attest that to the best of my knowledge, and professional judgment, that the structural components including the reinforcement for concrete masonry walls including grout, mortar and unit block used, and the erection, placement and strapping of the wood trusses including wood bridging, blocking and X- bracing along the roof ends, and steel beam and column connections of the above referenced building are in compliance with the approved plans and other approved permit documents as prepared by this Engineer and this firm. This document is being prepared in accordance with the Florida Building Code and is being submitted to the Miami Shores Village, Building Department at the time of the last inspection for the above referenced structure. If you have any questions or concerns in regards to the above matter, please do not hesitate to contact our office at (954) 437 -3111. Thank you. Res;' ; lly Sub Marino , ' .E. 0 too eg. No. 51562 TOM MARI NOS CIVIL, STRUCTURAL Kai NO 51562 y:\myfiles\wp\inspect\ALTERMAN -1247 NE 101" Street -A- 100326 1 OF 1 9050 PINES BLVD, SUITE 190, PEMBROKE PINES, FLORIDA 33024 TEL: 954.437.3111 FAX: 954.437.3137 GHM Group, Inc. 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 INSPECTION 110Q • STRUGPIJRAC D •Ssb�fV; • • •• • • • • ••• • • • • ••• • • • • ••• f' LANS ORDER No PROJECT NAME: Art • .• PERMIT No • PROJECT ADDRESS: /Z4 N 40FM ' . 0.-0(- 5 Lit CONTRACTOR: 4- COMMENTS: MISS IA, 174 e , ENGINEER INSPECTOR 140 TOM MARINOS CIVIL, STRUCTURAL G. N.O. 51562 Page No. Tel: (954) 437 -3111 Fax: (954) 437 -3137 E -Mail: ghmgroupoffice@ghmgroup.net 12/06/2007 11:10 FAX 1 800 685 7530 DATA SCAN FIEU) SERVICES 111002/002 (5t, -,) 1 fCcAD -3811- � i IcASr Miami Shores Village 4itti 14-61.11-'t Building Department 110 -2:1$' tort- CERTIFICATE OF COMPLETION CHECKLIST Required BUILDING PERMIT CARD - Containing final initials of all inspectors OK 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 k< B 0 ON FORM i CERTIFICATE OF INSULATION - (must be original) CERTIFICATE OF SOIL TREATMENT - (for termite - original) CHAPTER 2326.5 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 - (only if new septic was installed) ��%/ Note: If house has a septic tank, approval letter is required from the health dept. FINAL CERTIFICATION LETTER FROM THE ENGINEER /ARCHITECT (on, masonry, trusses, special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion fee is $50.00. Approved Date chc-8/ 17/05MV .+iw.ps'1 • • ••• • • •••• pF 3 •:S 16 • • • • • ••• ••• • • ••• • • • MET`ROfir' LTAN toAiit• 1T1 r : tORICA • s 1LC1 NG" ANC ZCNING CEPARTMENT Ca 3 •• • • • • • • ••a • • • • 1 •• • • ••• •• M Caw ait Z 9 , to caadarsi,gaid,. harsh,- car'zLe c °.; s1rLac:•aa. has aaea ,rise! la+i !a. max aboa1i rstarenced bniI.ctimag :a crza$1..anca :rt.= 3taca F..torri »•:da, Cleo ap o +L- ;Lass and sn«ci_`.: cac:.ans, aaxi is aecor�'.iauca: ift ± good case =cc .:an 7g9C „:.ce< s isstuact °amts ad :mad i.Isca.i ad 's of a 77ga •:» dicacad ela+cr; ;zca Fi -Foil W r . Fi -Foil zrzcsams - PA: : R-4 1 ik 11445/100..T.: 1 m .3.0011 CV-. EGa Jo xt Mangi 1 1 c�_.,N Fiberglas Batt 1', =TES'.. `. 6 * :IS,: �r...M• R -19 Batt * BAGS/1.00. 3.a.: 1 3 °.`T. .';�1 i2 C` :r : 1 6 68 6 Ir: 71q r11 €. FRA.'e ! ALL, 1SUt.&.” c T ISt;"..,3.. 0.1,:t 1) * Densities Ii ; °&st, loose et 1, cap other composed -ca -site insulation mat shay be the '.:, 2 .(� ° e) } a'rerage of three (3) "'ir7' salnnles of actual : Certificate of Termite Treatment . ▪ • • . • • • • • 2Te'Troperty at 124 � . T ��i�I acs Flwnedby • • • wastreatedfor DRYWOO termite. on �, . The above • ' ' property is under warranty for the control of DRYWOOD termites through : • •-t-s708/06 i . (Upon expiration a limited warranty is availa6Ce at a cost of :: • - ®° �' per year and is transfera 6le to any subsequent new owner. The company reserves the right to raise the annual renewal charge beginning the skth (6t9 year from the date of initial treatment (please refer to the original termite workorder for details). 658 511 ?W 99th Street Miami FL 33150 Office: 305 -758 -1811 Fax 305 -751 -3809 This warranty does not co wood damage of the structure or its contents due to termites at resent or a me in the p future. I TERMITE WARRANTY RENEWAL 1 Guarantee Floridian Pest Control 658 NW 99th Street Miami, FL 33150 SERVICE ADDRESS: 1247 NE 101 St. Miami Shores FL 33138 Richard C Alterman 1247 NE 101st St Miami Shores FL 33138-2608 THIS IS YOUR ANNUAL TERMITE REN • • • • : Dade: • • • • • YOUR CONTRACT FOR TERMITE PROTECTION AND INSPECTION (305) 758-1811 SERVICE IS DUE FOR ANNUAL RENEWAL (REFER TO YOUR 648 NW 99th Street • ; • •I�liaieti, �'la3'��5�• • • • • • • • • • • • • • • ••• • • • • CONTRACT). • • • BrMaed: • • • • ECTING YOUR HOME OR BUILDING FROM EASE SEE BELOW FOR VALUABLE INFORMATION . A MOST IMPOR• AWT PART OF PROT 454):9z24803, : ••TERTIONE TO LAPSEIRM WARRANTY nem ALLOW THIS PRO- • • PLEASE REMIT BY 05 -31 -07, THANK YO LAkvtiol 41P2. LP;N'tA 941`1A741,./..49C TERMITE SERVICE WARRANTY FOR: • • DRYWOOD RENEWAL • • • TVPE: ••• •• • RESIDENTIAL ACCT. # FOR PERIOD 1011460 05-07 - 04 -08 ; `�, TAX AMOUNT DUE $223.00 rT!s nMETO RENEW YOUR TERMITE PROJECTION POLICY!!! HERE IS WHAT YOUR LIMITED WARRANTY COVERS: 1. ALL CHEMICALS, LABOR AND SERVICE NEEDED TO CONTROL ANY ACTIVE INFESTATION OF THE PEST DESCRIBED ON THIS RENEWAL. 2. ANNUAL INSPECTION UPON REQUEST. 3. FREE CONSULTATION AND ADVICE CONCERNING OTHER PESTS THAT MAY INVADE YOUR HOME. 4. ADDITIONAL INSPECTION ANYTIME DURING LIMITED WARRANTY IF YOU SUSPECT A TERMITE PROBLEM. 5. THIS LIMITED WARRANTY DOES NOT INCLUDE REPLACEMENT OF DAMAGED WOOD. 6. THE COMPANY WILL NOT BE RESPONSIBLE FOR INSPECTION AND TREATMENTS UNLESS LIMITED WARRANTY IS RENEWED. 7. CANCELLED CHECK IS RECEIPT OF PAYMENT. 8. IN THE EVENT THE PREMISES ARE STRUCTURALLY CHANGED AFTER DATE OF INITIAL TREATMENT THE GUARANTEE WILL BE TERMINATED UNLESS THE COMPANY IS NOTIFIED AND AGREEMENT IS MADE TO ADJUST THE ANNUAL RENEWAL FEE.• 9. IF THIS PROPERTY HAS BEEN SOLD, PLEASE ADVISE US OF THE NAME OF THE NEW OWNER AS THIS LIMITED WARRANTY IS TRANSFERABLE. The damage caused by these pests should not be minimized since serious financial tosses may result from them. Termites cause more damage to homes in the south in dollars and cents than fire, yet termite protection costs very little. It costs so LITTLE and may save you so MUCH, won't you let us continue serving you? PLEASE REMIT PAYMENT PRIOR TO ANNIVERSARY DATE OF CONTRACT 658 NW 99th Street • Miami, FL 33150 • Dade: (305) 758 -1811 • Broward: (954) 922-6803 grant Floridian PEST CONTROL SINCE 194 REMIT TO: P.O. Box 680306 MIAMI, FL 33168 The guarantee' is in the name. ON BUILDING AT PH: O 1247 NE 101 S MIAMI SHORES, F • ••• 658 N.W. 99th'ST. + Mii#16.FL;33j50 DADE: ;3Q41 751'1911 : •:. ROVJARD: (954) 922 -6803 • ••• • • • • • • • • • • • • 1011460 JORDAN BOCK Po O. BOX 45115 MIAMI, FL Vico • • • • • • • • • • TERMITE WARRANTY RENEWAL NOTICE YOUR CONTRACT FOR TERMITE PROTECTION AND INSPECTIO SERVICE CONTRACT( IS DUE FOR ANNUAL. RENEWAL (REFER TO YOU PLEASE SEE THE REVERSE OF THIS FORM FOR VALUABL .o."9.0 INFORMATION. A MOST IMPORTANT PART OF PROTECTING YOU • IINE OR BUILDING FROM TERMITES IS THE TERMITE WARRANT' N'T ALLOW THIS PROTECTION TO LAPSE • • • • • TERMITE SERVICE WARRANTY FOR: DRYWOOD RENEWAL • • • • • rot: u AMOUNT DUE RESIDENTIAL FOR PERIODY‘MA. f2A (4) 44— 05-06 THRU 04— IT IS TIME TO RENEW YOUR TERMITE —� PROTECTION POLICY!!! 2 ^-� 33245-1153 1 TO INSURE PROPER CREDIT TO YOUR ACCOUNT PLEASE RETURN THIS NOTICE WITH YOUR REMITTANCE E EriEn MAR ;.008 Inspection Date: 12/07/2007 Inspector: Levrock, James Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Owner: ALTERMAN, RICHARD Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: EDDIE ROJAS PLUMBING INC NOROMONNWPSP -3R4 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)759 -3460 Parcel Number 1132050250050 Lot: Phone: 305 - 944 -6788 Building Department Comments install nw 1" cooper water line and install new 3/4 gal gas line to stove and water heater. 3 sidewalk slabs to be broken for job. 0i 01 Passed Ins I i ector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, December 6, 2007 Page 1 of 2 Miami Shores Village Building Department laZTEEVECI FEB 5 2001 DJ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY: /1:1; OalOater , `- BUILDING Permit No.PL d per PERMIT APPLICATION 1 , Master Permit No. 2 c O 6 --31-% FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 2- i 7 N& 1 0% s r City N' i »'i SI tO C.3 State F,1 Zip Tenant/Lessee Name Phone # Electrical Plumbin g Mechanical Roofing Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # t2 L(1 tJ 1 lo I 'T' County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name (C1C4 Q ►� r 1 till 1 I M Phone #(.3 OS) qt.-6 69 Fr 0 Contractor's Address ' Y D i s n�,r C 1 1 1 5r City F71 s e Age. I K State ~ Zip 3 3/4/ Qualifier Name (/1U4(� :...)State r Phone # (,o s9 9'— j4q 7 I' State Certificate or Registration No. c p 94/3/ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ „� opera- Square / Linear Footage Of Work: 60 Type of Work: ❑Addition ❑Alteration r KIS tv Q w Describe Work: ( clew ❑ Rep ir/Replace ❑ Demolition Ca tyr,2 Wet CI L1' Jc 1' 1l) s ( OW 3 f 6 1 c pas L 10.L s out K ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** ees * * *' *********** * * * * * * * / *r- *� * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ O CCF $ f') CO /CC Notary $ Training/Education Fee $ 0 • Technology Fee $ la Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 See Reverse sidfEB 2 iPA10 C.� 106 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. 1 t °e a en., of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Aff, , id • / Owner or Agent Co tractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 5 day of , 20 , by , day of Fa & , 20 0 , by LL Vi/0 7 j4S who is personally known to me or who has produced who is personally known to me or who has produced 71-.7:D44/1 L/C- As identification and who did take an oath. '7 as identification and who did take an oa NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: / My Commission Expires i APPLICATION APPROVED BY: (Revised 02 /08/06) *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Miami Shores Village MagmEwm Department JUL 2 s 2006 Buildin g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. Permit Type (circle): Building Plumbing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address ,rtvl ,Va fO /t( City X10~ oy e4i f State __Arg&md Zip Tenant/Lessee Name Electrical EI., 06 Mechanical Roofing Phone # Job Address (where the work is being done) „/Z fr? 40-Avi- e5- City Miami Shores Villa e County . Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name/4-iNoma/ e /ec '5e2rlei,) .�+C:.- Phone # 3 D S - F63-73)3 2. Contractor's Address / ‘77( TO 0 Al,. IA).. f City n i G 04 = State lei- - Zip 3 3/ 4 7 Qualifier Name Sq. a-14 ` / 4 /o v /0,ve, Phone # State Certificate or Registration No. Certificate of Competency No. & 5-6:06 4, 7 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ‘00% Type of Work: Describe Work: Addition Square / Linear Footage Of Work: Alteration ew E Repair/Replace 111 Demolition ********** ** * * * * * * *,* * *** * * * * * * * *** * * ** Fees************* ** ** * * * * * * * * * * * * * * * * ** * * * * ** *** V Submittal Fee $ Permit Fee $ 12- • 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 • 2 4 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City �; °' � ``�r 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 27 day of ,211 by 9tt i , who is personally known to me or who has produced P Y P As identification and . did take an oath. NOTARY Sign: Print: My Commission Ex Signature Contractor The foregoing instrument was acknowledged before me this day of . 20:16 , by , who is personally known to me or who has produced as identification and who did take an oath. NOTARY. P IC: * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08106) ** ** * * * * * * * ** .51.-?/00 Plans Examiner Engineer Zoning Inspection Date: 11/15/2007 Inspector Inspection Worksheet Miami Shores Village eisto 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 0(p Owner: WAYNE, JOHN Job Address: 1247 101 Street NE Miami Shores Village, FL Project: <NONE> Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition/Alteration Block: Contractor: ALL QUALITY ELECTRICAL SERVICES, INC Phone Number Parcel Number 1132050250050 Lot: Phone: (305)968-7832 Building Department Comments ELECTRIC FOR ADDITION 0 S1 0 1 6 Passed Inspector Comments CC FINAL 0.K MD 11/15/07 ,,- 0 t/672 /g /5 IM Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Friday, November 16, 2007 Page 1 of 2 High Velocity Hurricane Zone Uniform Roofing Permit Application MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. • .... -- ._Contractor's Name: 12Low Slope s R -R 150 Archer jRoof Re- Roofing ❑ Recovering ❑ Repair as Ven 'tacks located on the roof? ❑ Yes No If yes, what type? Section A (General information) Process No. Job Address: tr 0/0 Roof Category ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Other: Roof Type rage 1 01 1 J cc cc u 0 w tL • s • ❑ Mortar / dhe ❑ Wood ❑ Maintenance Roof System information - -Atoo • • • • Low slope roof area (ft.') Steep Sloped area (ft.') Total (ft.2) t.s • xj • •. Section B (Roof Plan) •••• Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dintensiensi of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. • • • " •' •' iiivir- • Perimeter Width (a'): Comet Size (a' x a'): • • • • • hag+ 0 cc a. SUBJECT TO COMPLI STATE AND COUNTY RULES AND REGULATIONS ❑ Natural ❑ LPG . • • • • • • • • • • • • • •••• Page 2 • • • ••••••• • • • • http : / /wwv.miamidade.gov/building/ roofing_ permiting /permit_app_section_a.HTML 1/11/2007 .iu■u r L&ULUcaLL GUI lc 1-'1.11/U1111 C\UVLILI ; rG111111, cl.p l4lk.auv11 t %Alit Lvll!"1.v11 IJC .v... 1 44,5'.. 1 Vl .■• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION < /cENTER< font> Section C (Low Sloped Roof System) Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: Gaf Materials Corp • NOANo: 3-0501.05 System Type:(1) V11ind Uplift Pr su�,gs, From RAS 128 or Sealed CCalcylations: (P1) Field: y sf . (P2) Perimeters: ,U psf (P3) Corners: a. psf Maximum Design Pressure, From the Specific NOA System: I52.5 psf Deck type: 15/8 PI ywood These decks require a fastener pull test by an approved test laboratory Other Deck Type: n/a Deck Support Spacing: Slope 11 /8 :12 Fire or Vapor Barrier: Anchor /Base Sheet & No. of Piy(s): 1 ply 75# Glasbase Anchor/Base Sheet Fastener /Bonding Material: 1- 1/4 "rs coil & 1- 5i8tincaps Insulation Base Layer Size & Thickness: nia Insulation Base Layer Fastener /Bonding Material: in /a Insulation Top Layer Size & Thickness: nia Insulation Top Layer Fastener /Bonding Material: 1n /a Wood Nailer: n/a Wood Nailer Fastener Type and Spacing: n/a Base Sheet(s) & No. of PIy(s): In /a Base Sheet Fastener /Bonding Material: n a Ply Sheet(s) & No. of Piy(s): 12 plies gaf ply 4 Ply Sheet Fastener /Bonding Material: type 4 asphalt Top Ply: 1Gaf Mineral Surfaced Qap • Top Ply Fastening/Bonding Mat%p:y' type 4 asphalt • Surfacing: n/a •••••• •• • • Single Ply membrane: n/a •.'. •' •••• • • •••• • •• IV • • •••• • • • • • • • • • •• •• •••••,fi• �J• Single Ply Sheet Width: n/a � 1,02 eet wid �/.P • • No. of Single Ply 1/2 sheets: IEa ' "' • Single Ply Membrane Fastening/Sotiding! Materir' • •• • •• • • • • • • • •• • • • • Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. [Galvinizzed Metal Drip /GS Material Type: • Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A !!: Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: * N /A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 19 " o/c laps & grows @ 9" o/c 2. Perimeter: 6 " o/c @ laps & 4..... .rows @. 6 ok 3. Corners: 16 o/c @ laps & 4 rows © 16 "o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: nia Perimeter: n/a Comer: Irlia Fastener T • e : 1N/A file: / /C:\ Documents% 20and %20Settings\mgr000\Desktop\High° 020Velocity %20Hurrican... 1/11/2007 fle="- "*.‘-',01/ As/.'71 oaf f ).'V 7 471.6% . la . High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Stripping /Flashing, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: Submit Manufacturers Details that Comply with RAS -111 and Chapter 16. azds 5-111-41(.4::04 Pita: 'ad2 Via. is 1- t2 pv. 1 ••••. •••• • • •/6 • • .. • z i earl JGz hal 4 Atoomerestwo Ft. • • • • •••• • • • • • • • I . •••• • •••r• • • • • • • • • • •• •• Page 3a .•• •• • • • • • • •••• • • • • •••• • • • • • • •• • ••• • • • • • http: / /www. miamidade. gov / building /roofing_permiting/section_c 4_2.html 1/11/2007 3CII_DI G CODE.CONEFLIAtiCE OFFICE (BCCO) PRODCCr CONTROL OiYIS1ON NOTICE OF ACCEPTANCE (NOV GAF Material Corpora tion 1361 Nips Road Wayne, NJ 07470 UA.NE -DA.DE COUNTY, FLORIDA 'ET:IC -DADE :LkCLFR 3L?LDi`NG 1-0 W ST FLA M S . , 51:11E 1€02 • iQ.33i1, FLORIDA 3.130 -lam (305) 375 -7,901 FA.( 3G5) 375-2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Cede and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority. F.aving Jurisdiction (AHD. This NOA shall net 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 tit) sight to have this product or material tested for quality assurance purposes. If this product or raterial .fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Ail may ingtely • ' • revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA teservel Wright to revoke this acceptance, if it is determined by Miami -Dade County Product Control Div: %'n ff ix this product or • material fails to meet the requirements of the building code. •••• • • This product is approved as described herein, and has been designed to comply with the Hi i•.' fl city Ifita sae Zone of the Florida Building Code. • DESCRIPTION: GAF Conventional Built-lip Roof System for Wood Deck. . • • • • • •••• LABELLNG: Each unit shall bear a permanent label with the manufacturer's tierce or logos ity, 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 oil' 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. ADYERTISENIENT: 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 #02- 008.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03.0501.05 Expiration Date: 11/04/03 Approval Date :10 /3J03 Page 1 of 21 • • • • • • • ROOFI G SYSTEM A.PPRO�i3I. Ca tezorv: Sub- Cate?nrv: R ng aoE BUR Deck Tyne: Wood Mxmum Desist Pressure -75 psf Fire Classification: See General Limitation 41 TRADE 11I MES OF PRODS CTS •ta_ a- F.A,CT 'RID OR LABELED BY APPLIC IY"T: TA3Lz 1 Product GAF.-ksphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTm Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatsixtM System Pro Aluminum Roof Coating Fibered 301) GAF Ietblack All Weather Plastic Cement (MatTj tM Standard WetfDry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultitra Base Sheet GAFGLAS Flex P1yTm 6 Dimensions 5, 55 gallons 601b. bags 5 gallons Test Soec fcatioq Product Descriiniion AS'i'M D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1363 ASTM 1227 •••• Granules for surfacing offeexpoaed asphalt.• • • cold process cement or elekilort. G q , • • Mineral Shield® Granules fie used•Pkrt• flashing applications only. •••• • • Surface coating for smootlt"s'tffaced roofs. ■ • •• •• 1, 5 gallons ASTM D 2824 Fibered aluminum coatinz 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide • • • • • • • •• • • • • ••.•• • ...• • • •••• ••• • •• ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement ASTM D 4601 ASTM D4601 ASTM D 2178 Asphalt impregnated and coated glass mat base sheet. Asphalt irapregtat I and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 2 of 21 Product CAIFOLAS Ply 4.,-y C.aFGLAS4 Mineral Surfaced Cap Sheet G� FCLASi STRATAvEi rz Flimi'atcr Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - We1dTU Smooth RUBEROID® SBS Heat - We10 Granule RUBEROID® SBS Heat - WeldTi 170 FR RUBEROID® SBS Heat - We1dT' PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID® SBS Heat - WeIdTM 2.5 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Tot Dirreasinas Scecif'cation 39.37" (1 meter) .ASTM D 2173 wide 393 7" (1. e ASTM D 3909 wide 39,37" (1 meter) ASTM D 439; wide D 3672 Various 39.37" (1 meter) wide 1 meter (39.37") wide 1 meter (39.37") wide meter (39.37 ") wide 1 ureter (39.37 ") wide 1 teeter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide ASTM D 497 D 3672 ASTM D-6164 ASTM D -6164 ASTM D -6164 ASTM D-6164 ASTM D-6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 6163 ASTM D 3147 ASTM D 6222 ASTM D 5147 Product Deccr!otion as Type asphalt i e ��' t impr.; .at.� glass felt with asphalt coating. Asphalt c. aced, glass Ebel mat cap sheet sti faced with mineral mules. Fiberglass base sheet iz. pre ated and coated an both sides with asphalt. Spaced on the bottom side with mineral granules embedded in asphaltic coating with factor/ perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphal ic coating. . • • • • Non -Woven Polyester rdat coated with 0. - polymer modified asphaleand smooth . :.. • surfaced. Non -Woven Polyester mat coated with • polymer modified asphatte •surfaced1 within mineral granules. • • • • • • • Non -Woven Polyester mr ebfted with fire • retardant polymer modified aseitalt and.... - swfaced with mineral gravjes : . Non Woven Polyester mat coated with • •: polymer modified asphalt and surfaced with mineral grannies. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced. Premium glass fiber reinforced SBS - modified base sheet SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 03-0301.05 Expiration Date: 11/04/08 Approval Data:10/23iO3 Page 3 of 21 •••••• • • • • • • • ••••• .. • •••••• • • • Prnduct RsceroidIS Moo Plus (Granule) RUBER.OID MOP Smooth RLBEROIDO MOP 17 DFR RUBEROID MOP FR RUBEROIDO TORCH Smooth RUBEROID TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR Dir::ecsioas 39.37" (I mete:) widW 39.3 7 " (1 tTteter) wide 39.37- (I meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37' (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37' (1. meter) wide 39.37' (1 meter) wide 39.37" (1 meter) Wide Test S ceciflcatioii aSTyl D 53 aSTMD5.47 ASTM D 6:6-1, ASTM D 5:4'7 ASTM D 6 164 ASTM D 3147 ASTM D 6164 ASTM D 5147 ASTM D 3147 ASTM D 5147 ASTM D 6222 ASTM D 5147 • ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTMS D 5 147 ASTM D 6163 ASTM D 5 147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product duct Desuriodon Non-wc yen polyester mat coated with polymer modified asphalt and sur aced ith mineral granules. Non-woven polyester mat coated with pciyrer- modified asphalt and smooth surfaced. Ncn- Woven polyester mat coated with fur retardant polymer modified asphalt and surfaced with mineral granules. Non Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth •" suuface. • • • • •• • • •• • • • Asphalt impregnated, cantle, surfs M • with mineral granule. • •••• • Heavy duty, polyester reinfcliud, asphalt modified bitumen membeate ginule . e • surface •• •• •• •• • Heavy duty, polyester reinforced, coated • • • . with fire retardant asphalCmcelled bituideri membrane, granule surface.' • • • • • • Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modif ed asphalt and surfaced with aluminum, copper or stainless steel foil. Not -woven polyester and fiberglass mat coated with file retardant, polymer modified asphalt and surfaced with mineral granules. NO:t No: 03 -0301.03 E.icpiration Date: 11/04103 Approval Date:10/23103 Page 4 of 21 • • •• • • • • ••••• e • • •• • • • • Product Vent Stack (or..: I and plastic) CA.: Al, tr irum Emulsion GAF Alto urn Rccc Paint (Mau-ix® System Pro Aluminum. Rcof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet Test Dimensions Scetit cation gallons 5 gallons 100 lb. cartons, bulk 601b. logs ?A 1,X(A) ASTM D L929 ASTM 63.5 None ASTM 028:4, Type 1 Product Dest:oticn One way valve vent used to relieve built-up press 'xitin the reef system. GAF Vent Snacks are available in metal or ,plastic. Minerai siloidal bitttnirous emulsion with ref1ecthe aivtr.-irum Hairs tics -fibered aluminum pi; :toted, asphalt roof coating ASTM D312, Interply mopping and surfacing asphalt Types I, II. IIi and IV SEBS modified asphalt • • . • •••• • 39.37" (1 meter) ASTM D4601 Asphalt impregnated and cetted,•Ebergass• • . •••• wide base sheet ASTMM D 3909 Asphalt coated, glass fibezir !'ap sheet•••:. • surfaced with mineral granines. • • 39.37" (1 meter) wide Shingle- MateTM 4 sq. roll Underlayment 30 lbs. TopCoat Surface Seal 5 gallons SB (Matrix 602 SB Coating) GAF WeatherCote® 5 gallons • MB+(Matrix 715 MB Coating) TopCoat Mal-(Matrix 5 gallons 715 MB Coating) WeatherCoteT'4 (Matrix 5 gallons 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC 5 gallons 5 gallons Matrix 101 System Pro SBS Adhesive (Ruberoid®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive ASTM D3019 5 gallons ASTM D3019 5 gallons ASTM D3019 • • . • 0 Fiberglass reinforced shingle. •enderlayment• 00 • .. • •••• Surface coating for smooth surfaced and .... • mineral surfaced roofs. ' .. • i ••• • Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEWS Asphalt Adhesive. NOA Not 03-0501.05 Expiration Date: 11/04/08 Approval Date:10/223 /03 Page 3 of 21 •. Product tRoberoid <TNEBi titarrix _Cry glees S3S Flashing Mater 203 Stardzrd ?lastic Cement NLatrx 21. C-un Grade Plastic Cement Matr!x 103 Cold Adhesive Matrix 303 Select Filmed Aluminum Matrix 304 Select Non - Fibered RLBER©D® Modified Bitumen Adhesive Test Product Dimensions Sedi'.cation Descripdon 5 gallons A3Tvt C.33r Cold Ar l d Modified S3S Asphalt Mhesive —Flashing Grade. 5 gallons ASTM ■ D4536 Standard Plastic Asphalt R:;oE Q Cement 5 gallons ASTM D4336 Standard Plastic Asphalt Roofing Cement Caulk Gi.s.de. 5 pitons ASTM D3019 Cold Applied Asphalt Adhesive. 5 gallons ASTM D 2324 Fihered aluminum coating. 5 gallons ASTM D2824,. Non - fibered aluminum pigmented, asphalt Type T roof coating. 5 gallons ASTM D 3019 Fiber reinforced. rubberized Adhesive Type III APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAF1'EMPZ Composite A & N (BMCA)GAFTEMP13) Fiberboard GAFTEMPO Permalite GAl~ 1' iMP GAFCAN F GAFTE11dP Permal're Recover Board GAFTEMP GAFEDGE' Tapered Edge Strip (BMCA) GAFTEv M High Density Fiberboard BMCA EnergyGuard. BA BMCA Composite EnergyGuard, RA PYROX White Line TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite boazd High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation • • • •• • •••• • • •••- • • • • • ilMwitifacturer • (tilitrCiihent Nili): • GAF.ylatrials Carr. • • • • • • •• •• GASMISIals Cori. • • • • • •••• • • • • •• • ••• • • • •• •• GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA •• Apache Products Co. . • Apache Products Co. NOA No: 03-0501.05 Expiration Date: 11104/08 Approval Date: l0I 3/03 Page 6 of 21 APPROVED INSi LAM M: Product Nana a C :Q:.i z i. 11 Comrwsice ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlice Insulation Dents Deck E'NR.G"f -2 & ENRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structcdek Multi -Max & FA ParocBase Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. Product Name GAFTrTE® (Drill -Teo ®) #I2 Standard & #14 Heavy Duty Roofing Fastener G4FITTE® (Drill -Teo ®) ASAP T.tL:: Product Descripdon Polyisccya iir e foam insulation Foiyisccyanur :e foam irsulaticn Polyisccyan:usterperli e ridged . insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation G4FTITE® (Drill -Ted)) Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drill -Teo® Plastic) Dekfast Fasteners #12, #14 & #15 TABLE 3 Product' Description Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTTTE Fasteners and metal and plastic plates. Base sheet fastening assembly. Round gaivalume stress plates. Round polypropylene stress plates. Insulation fastener for wood, steel and concrete decks 4lanufacturer (With Currant NOA) Atlas Energy Products Firestone Building Products, ac. Firestone Building Products, Inc. generic generic generic G -P Gypsum Corp. Johns M3nvi1e•••• • •••• • • • • .j tjs ranvifle :. • • „W sonite. • • • • 1sC1ax, Inc.' t , inc.* • . • • • • • • • •. • • •• • •• • • ' • ••••• ••• • •• Manufacturer Dimensions (With Current NOA) GAF Materials Corp. 3" and 3 W 3 " and 3A" GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc. NOa No: 03.0501.05 Expiration Date: 11/04108 Approval Dated 0/73/03 Page 7 of 21 .• • • • • • ••••• • • • • •••••• • • • • APPROVED FASTENERS: Fastener Product Number Name '. DeVast He.: Plate, 3. Deast Lock Place 9. #12 Roofgrip Fasteners 10. Metal Plate, 11.. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic 0-2 17. Olympic Standard 13. Lisul -Fixx Fastener 19. Insul -Ftxx S Plate 20. Insu! Ftxx P Plate 21. Tru-Fast 22. Tru-Fast Plates 23. Tru -Fast Plates T.31..3 Product Description Ci1vaiurne hex stress plate. Polypropylene. locking plate. Insulation fastener for wood and =el. Galvalutre stress plate. Polypropylene round plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalurne A255 steel plate 3" round galvalunue AZ5O steel plate Insulation fastener for • steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 271s"x 3 ii" 3 "x31/4" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round Manufacturer (With Current NOA Ccni3tr is ion Fasteners Inc. Cansnuction Fasteners Inc. Buiidex Corp. ITFY B uildex Corp. TTW Builder Corp. Johns Manville Olympic Manufaptuatin,g Groltp, Inc. • • • • Olyrdric 1Vlanufattat'!dg •.ttip, Inc. ••• Olyznp a •ianufapturigg • 4, pap Inc: ° • • O1yt,ic 1tilanufacsurin. ••G($up,Inc.'•• •• Oly Manufacturing • Groddp, Inc.. • • • • • SFiS/ &tadler •••• •• • ••• • •• SFS/Stadler • SFS/Stadler The Tru -Fast Corp - The Tru-Fast Corp. The Tru -Fast Corp. NOA No: 03-0501.05 Expiration Data: 11/04/08 Approval Date:10/23/03 . Page 8 of 21 • ••. • • • •••••• • .• • • ••••• • •• • • • E lrID E CE SUBMITTED: Test �_aacv Factory Mural' Research Ccr_. Factory Mutual Research Corp. Factory Mutual Research Cot?. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. FL IRT of S. Fl. Test Identifier LRC 1996 J.L 23 SA4 .M J.F. 339QI. AM J.I.ODOA3.AM J.% ODIAS.AMI J.I.0Y9QL.AM GAF -012-02-02 GAF - 00-02 -01 02-005 02 -014 Description Date Curren Insulation A =chr..entR.quirrc ius Wind Uplift nL2C 44704 Wind Uplift P RC4474 -PA 114 Physical Properties ASgTM D 4977 TAS 114 TAS 114 • • • •• • .. •• • •••• • • .... • .. • • • • . .. • • 01.01.96 07.02.97 01.03.93 07.09.99 07.29.94 04.01.93 11.06.01 02.01.02 01.13.02 03.22.02 • • • •• .. • • • • • . • • .... • •••• ••• • NOA No: 03-0501.05 Expiration Dale: 11 /041)8 Approval Date:I07'0 Pa `+ o121. • • • • • • • •••••. • '. • • • • Deck Type 1: Wood. 'No a- insulared Deck Description: t9/32: or neater ply'.vccd cr wood plank decks System Type E (1): Base sheer m.°cha..ically fastened. All General and System Litnitatians shall apply. Base sheet: GAFGLAS #SQ. Linman4 Base Sheet. STRATAVEN"T® Eliminator Perforated `+allabie, RtBEROiD Mcditled Base Sheet, Rt.:BZWIDIS 20, RtBEROD SBS Heat- FreldTM Smooth or RLBEROD SBS Heat -Weld 2d base sheet mechanically fastened to deck as descried below; Fastening Options: GAFGL4SO Ply 40, GAFGLAS Flex PiyTm 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggeed and in two rows 12" o.c. in the field. (Maximum Design Pressure --45 psf, See General Limitation 17) GAFGL.ASO Ply 40, GAFGLAS Flex Ply14 6, GAFGLAS #75 Base Sheet o • • • any of above Base sheets attached to deck with Drill -Ter G #I2 r �• • #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in cheer side lap! •ill►' other rows are equally spaced approximately 12" o.c. in the fl 1d the sheet. • fi!?vi7MnM non #?n Proems. ca., flew, 41-0.0 r :,..:i..+; ..l ! • "$ GAFGLAS Flex PlyT' 6\GAFGLAS #'ease Sheet or any of re Base sheets attached to decks with approved annular ring shank capsal t. fastener spacing of 9" o.c. at the 4" lap staggered and in two rowk 9ta.c. in the, field. - (Maximum Des' Pressure -52.5 $j See (mineral L1 Iitctt tiAR LAS #75 Base Sheet or any of above Base sheets attached to deck wi Drill -Teo (GAFI TE) #12 or #14 Screws and 3" Plates, 12" o.e, its 4 sows. on, : row is is the 2" side lap. The other rows are equally spaced approximately 9" • • o.c. in the field of the sheet. -- (Markman Design Pressure -60 psf, See General Limitation 17) Any of above Base sheets attached to deck approved annular ring shank nait• and 3" 'averted Drill -Tec (GAFFITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation 17) • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with • Drill Tec (GAFTYTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheer e neral Limitation #7) Oue or more plies of GAFGLAS® PLY d , GAFGLAS® PLY 6® ply sheet, ir uttuna, Rut t•ROiD MOP Smooth or RUBBROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. • • NOA No: 03- 0501.03 Expiration Date: 11/04/08 Approval Date:10/23 03 \Page 18 of 21 Sarfacicg• (Required if no Cap the is used) Install one of the following. I. C•..: Special Roofing Bit-amen with sn application rase of 20 ibs.:sq with in appiica.doa ;ate of 1.5 guLisq.; or C:#..= WBATlx COATI {;icu 04m-ix 305 Fibered Emulsion) with an aFgtic cn rate of 3 g iJsq.; or.G-L Prrx.iva Fibe .d ::rmil= Rccf Coating'Maai.: System Pro Aluminum Roof Coating F ibered 301) with an application rate off1.5 2. Asphalt flood coat at an application rate of 60 ib3Jsq. t 20 %; plus gravel or slag with an application rate cf4C0 tbs./sq. 3C0 lbs./sq., respectively. 3. Top Coat Surface Seal SB (1,Farria 602 S3 Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatlierCate or W e atherCote LOW -VOC applied at raw of 1 -1.5 gsllsq. Iaxitnum Design Pressure: Ste Fastening Above • • • • • •••• • •• • • •• •. -. •••• • • • • • • • '•••• • • • • • • • •••• • • • • • ••••• • .. • • • •• •• •• •• • • • • • • • • • •••• • • • • •••• • • • •. • •••••• •. • ••• • • • • • •• NOA No: 03- 0301.05 Expiration Date: 11J04/68 Approval Date:10/23/63 Page L9of21 7 WOOD DECX. I "b.M LI�tIT4TIO`�S: I A slip sheet is required with Ply 4 and Fie; Ply 6 w;:La used as a mechatiica.1'i %Lit.. -e•;: base cr anchor sheet. -. Ni.ini naum c.," Dens Deck or ? Type X :gypsum boss is acee taOle to installed a:Iad d Irr.ts J CAier the wood deck. GENTAIL LJiITATIO:NS: 1. Fix cia.ssificadon is not part of this acceptance, refer to a current Approved Rcofa; Materials Director" for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full trapping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top Layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt. panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery beard insulation panel is required cn all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base,giyt shall be applied using spot mopping with approved asphalt, 12* diameter. circles, 24" o.c.; U424 mopped 8" ribbons in three rows, one at each sidelap and one down the center of the steet al:W ring a continuous area of ventilation. Encircling of the strips is not acceptable. Pe 6; *break she* placed every 12' in each ribbon to allow cross ventilation. Asphalt application oftlfhtf system snail be at a minimum rate of 12 lbs.sq. Note: Spot attached systems shall be Hmife f'to a majii * design pressure of -45 ps£ • • • • • • 5. Fastener spacing for insulation attachment is based on a Minimum Ch aracteristic• • • • • • • �drGCiF� vaFuu,Bt: 275 lbf, as tested in compliance with Testing Application Standard TAS 105. gala fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. • '• • • • • 6. Fastener spacing for mechanical at*1rhment of anchor/base sheet or membrane at achptit is ba''dd' • • on a minimum fastener resistance value in conjunction with the maximum design Ante fish 41.blia a specific system Should the fastener resistance be less than that required, as determined by the • Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is speciflcally referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing• of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will net be applicable. 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03.0501.45 Expiration Date: 1110,1/418 Aaprorai Date:10123103 Page 21 of 21 • • • • • • ••••.. • • • 1 • • • ?�g.3.3 rare S ?a Cana; al inforrnattc , fcr Roof?rq Svst3rrs GAF MATERIALS CORP 1361 ALPS RO WAYNE, NI 07470 USA D 'a` 1 0i' ._ TGFU.R1306 Roofing Systems Roofing Systems R1306 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) •••• ( ) gypsum board or 1/4 in. thick (min) G -P Gypsum DensDeck® may be used in anyoxistigg noncartibuetible deck Classification. When this is done, the resulting roofing system is acceptable for use aver combustible e‘51S2sn. minj rac/,Iiacks. The •• joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part ®ettertof • system, it must be placed below the overlayment board. • Also, multiple plies of " GAFGLAS PIy 4" or "Ply 6" may be adhered to G -P Gypsum DensOecke in hot a!sphaetp "EnergyGuard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailabie)" may be mechanically and as a recover over existing roof systems. GAFGLAS Perlita Insulation may be utilized as a cover board over "EVERGUARO" • • •• •• • • • • • r • • • • •• •• • • • • s • • • attached or hot mope :d oveAnonco ishib•le decle,•••• • • • •••• • • • •• • •••• • insulation in any of the following system,* • • • Unless otherwise indicated, the roof insulation Is mechanically fastened, adhered with hat mopping asphalt or urethane insulation adhesive. Polystyrene reference in any of the following Classticatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS *75 Base Sheet" or " GAFGLAS *80 ULTIMA" ) is a suitable alternate for Type Gl asphalt glass fiber ply sheet ( "GAFGLAS PIy 4" or " GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Mailable)" . Perforated to be mopped and nailabie to be mechanically attached granule side down. • As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS *75 Base Sheet ", " GAFGLAS *80 ULTIMA" or "GAF Stra to vent Eliminator Venting Base Sheet (Mailable)" may be substituted for Gl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6" ) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlita" is referenced, this includes "GAFTEMP PERMALITEt" or a other UL Classified perlita insulation. http: / /database.ul. comic= szi- bin/XYVltemplater'L.ISEXT/ 1FRAME /show•page.html ?name =T... 1/11/2007 • TC,f L . R :. Co - ? cc cc, c, ;,,:n s Pi g 2 if 33 :r slag 3ra au'it3 r$ 3ltarnaces 'or gr -avai .n any 7,f Zhe Cass S, 3 r'C s`/starns IiSi3d. Scr:c:ur3i ce r nc fiber .~,uilding units .3ra ,.onsioarad 3uitacl? :? :nc:ude as 3 sack r: :n? foilcwinq Class �, 3 ar C Systarns `.istat over G15/3_ or , ':ie use of y /rsurn board under any of following Cass A, 3 or C systems does no: adversary effect :he rating. The usa :f 1,/2 in. r ir, 3y.s!4m board is 3n ac:sOcabia attarr.a:a for insular :on over :•:5/32 3ac:<s. The use of polystyrene insulation hoar:: bet',v @en rTitn 3/4 ir.. t:3r'Ite ..card 3rd dick °VItI .rosin paper (pertitalrostn paper /polystyrene /pa:lire ) is a suitable alternate for iso yanur3ce board in :he °ciiowing Cass A, 5 or C sysstams. "3 +�ilA Snerg'Guard "SMCA T spared SeerypGuard .A" and "3MCA 3 iergyGuard " may ha substituted for any Arias polytsac /anuraca insulation in any or the following Classifications. Trumbull "Parma Mop" may he utill ed with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #30 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flax Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAPPTEMP Parrnalite Recover Board" may be used in lieu of any partite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshielaitrdi at 2.5 - • • ••■• • • • • •• • • •• . • • • • • •••• 3.0 gal /sq. Class A, El and C • Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. • • "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in w apeiicable elaslidation. • • • • • • • Class A • • •••• • • • • •••• • • • • • •••••• 1. Deck: C -15/32 Incline: 3 •• • ••e• e • • s • • • •••••• •••• • • • • • • •••••• • • Insulation (Optional): — One or more layers partite, wood fiber, glass fiber, isocyanurate, urethane, parlita / isocyanurate composite, parlita /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers partite, wood fiber, glass fiber, Isocyanurate, urethane, perlite / isocyanurate composite, pertita /urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: — Three or more layers Type G1 "GAFGLAS PIy 4" or "GAFGLAS Ply 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Inanlatlon (Optional): — One or more layers parlita, wood fiber, glass fiber, isocyanurata, urethane, pertite/isocyanurate composite, parlita /urethane composite, wood fiber / isocyanurate composite, phenolic, 2 in. max. Play Sheet: — Two or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS PIy 6 ". Cap Sheet: — One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1/2 Insulation: — One or two layers "Isotherm R ", 4 in. max, hat mopped. set: — Any UL Classified gravel surfaced Class`pA asphalt glass fiber mat system. Incline :ll 5. Deck: C -13/32 htto: // database.ul. com /cot- bin /XY'" /ternplate2IS EXT/ l FRAME /showpaae.html?name =T... 1111/2007 t Lit i_ K ; ) - Slip Sheet (Optional): — Red rosir 3aaer, naiiec co fecx. Sass Sheet: — One !a:rer Ty ?e G_ 'GAFGL.* #75 3asa Sneer" trnav ,nailed`. Ply Sheet: — One or more layers Type G: "GAFGLIS ?ty 4' or .3,VGLaS 7ty 3 . Cap Sheet: — One layer Type .;3 "G,:F."r1_113 Minaret Surfaced Cap Sheet" or "Ever ;' Caa Mineral Surfaced 5. C>ltk: ANC Incline: 3 Coo Sheet". Base Sheet: — Cr e !aver Type GO 'GAF3L43 *75 3asa Sheet Ply Sheet: Cr ,a or more layers Type G: "GAFSL4S ?ly a' cr "GAFGLAS Ply 5" Cap SZieet: — One laver Type G3 "GAFCLAS Mineral Surfaced Cap Shaet" cr " EnergyCap ,Mineral Surfaced Cap Sheet ". 7. Deck: C -15132 Incline: 2 Insulation: — One or mcra layers aer!ite, glass . " ^,he.^, Isac' /3nureta, urethane, perlita /Isccyanlir a t3 composite, partite/urethane composite, phenolic, 1.0 in. min (offset from plywood joints 3 in.). Base Sheet: — One or more layers Type GI, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus' (granule), "Ruberoid Mop' (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet", hot mopped. 8. Deck: C -15/32 Incline: 2 ••••• �•••• •••••• Insulation (Optional): — One or more layers partite, wood Fiber, glass fiber, isocyanuratt urethane, pirlit 1,socyanurata•• eornposita, perlita /urathane composita, wood fiber/isocyanurate composite, phenolic, any thlttnest • • • •••• •••••• Base Sheet: — Two or more Layers Type G2 or G3. • •. • • • Ply Sheet (Optional): One or more layers Type Gi. ••.••• • •.•••• Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch P� : "a(granul2�t4e*l; roid ��• Map" ( Smooth or Granule) or "Ruberoid Mop Plus" (granule). • • Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced !ao Sheet. hatonoppetl!•••• 9. Deck: NC Incline: 2 • �• . • • •••e...: •S•••• • Insulation (Optional): • ••a•• ire��i ( P ): — Partite, glass fiber, polyisocyanurata, wood fiber, mechanically fa�teneid,•any thjcpss. • • Base Sheet: — One or more layers Type G2, "GAFGLASS *75 Base Sheet ". •• • Ply Sheet: - One or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. • Surfacing: — "Fireshield MB ", 2.5 - 3.0 gal. /sq. Class B 1. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): — One or more layers partite, wood fiber, glass fiber, isocyanurate, urethane, perlita / isocyanurate composite, perlite /urethane composite, wood fiber /Isocyanurate composite, phenolic, any thickness. Ply Sheet: — Two or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet: — Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): — One or more layers partite, wood fiber, glass fiber, isocyanurate, urethane, perlita / isocyanurata composite, perlita /urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet: - Two or more tayersType Gi, G2 or G3. Membrane: — One or more layers 'Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granuie) or "Ruberoid Mop Plus" (granule). Cap Sheet: — "GAFGLAS Mineral Surfaced Cap Sheet" or 'EnergyCap Mineral Surfaced Cap Sheet', hot mopped. 1. Deck: C -15/32 Class C Incline: 1/2 Insulation (Optional): — One or mcra layers perlita, wood fiber, glass fiber, isocyanurate, urethane, perlita / isocyanurata composite, perlita /urethane composita, wood\fiber /isocyanurate composite, phenolic, any thickness. http: / /database.ui.com/cgi- bin /XYV/ template, LISEXT /IFRA:MtE /showpage.htmi ?name =T... 1 /I 1/3007 *Mei* HIGH4ELEOCITT HURRICANE ZONES ROO 104 lEA:1 421006E 4 • I 14AY\ ROMS Jihad LOS ntisio.E.intion 2004 NO Velocity Hurricane Zane UnIfurrn PerriltApplIcatiem Farm S.0.0t1CittA„Cne0.110001;11.11fOrtitatib11.. MaOar.Pemi#:No. . . • Ft:opesetie.... Coritra.eter'S'Neme:. 4i:ch.:Address 071/617.89 ik-Sr AZ-- /feer44 fie- 1:1.:..Low...a00.0, El. 16.0144.104..0.0tOtted:14 . OttaittA.4.0ivo.:$#.01.(e E Asthaltk 0 40.41:'110.0#i01.0'' 0 3610.0.0...;$.406114.0..■.ShO*es Pnlyie 0 1,...i•e!P.4PItieR.O.k... . :$. 440 . New .Roof 0 Rertefiri: .0:-..RedeVetitigs 0 Repair 01 PilaieteeettOe ROOFISS`ttEkt INFORMATION Low Slope RookArea (SF) Steep Sipped Reef Area (SF) Total tSF.). 500 .;$03g.t19.1.181-110.(A Phil) Sketch 1:10-04.1?*.i;.:1.1190trate..altiefvfirksan# AeOisionsi Tool- 0010..,.. 064110.01 :c1Y...: .t* .scuppers and :.0*.illoysr: Arnhem incinot dmensins of s'ip*tti:014 and te.*pi ..*golys .14441.0nieneie44.0teleVa040resstire zones and itteatiotl.:of .0600* . . 1 ...1 , 1 i.. 1 i --. c i ! ' 1 - • • • • I. — • • 44., t,.4=.4-1.4:44:±ft ' ' -414 ... .•..4...44.-.1.- 4-- i-...4 . 4......;4....6...4...1.,., , .a. ..-1..÷1-7-4-14.- ...i,.. 1..44-14t........., ..,. ".7 - C•!..1*1-1*-1 1 , - I* II: P ". i.:::-.1.-i, i • ' - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 71"4,40,z-viacht.fr HIGH-VEEOCITV HURRICANE ZONES • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Appiication Form, Spqban 0 (Ste013.5,1pried Rciotyst!tp), Roof System Manufacturer: c Vez e4C-- Product Approval Number: el.5-090/ 0 6 Minimum. Des* Wind reasures, if Applicable (From RAS 127 or Calouiations): Pl: P2: 3 71) P t Od3' W Maximum Design Pressure Product Approval Specific System: (06 Method of tile attachtnent: Roof Slope: 3 :12 Stoop opwi Roof System Des.cription Deck Type:: •ype Underlayment: siltation: Fire Barrier: Ridge Ventfle.hin? /of Fastener Type & spacing: •Adhesive Type: •ype Cap She of Cevering: ,Mean Roof Height: , • • •• • 00 • • • SO • • • • 0 • • • • 00 • • • • • vrype & Size Drip •41 •0 • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • . • •• •• • • • • • • •• • • • 0 •• • 6 0 • 6 000 • • • • 00* • • • • • • • • • • • • • ••0 • • • 4 • • • • • • • • • 00 00 • • • 00 410 600 • • • 0110 • • ‘Af. ,41 HIGH - VELOCITY HURRICANE ZONES Florida Building Code: Edis on 204 t ifgh VeIoeity.Hurric ane:ZoneUniform Petrrtit kppiication Form. Section E (Tile Ca1cu ations -) For Moment based-tile systems; choose either 1Wleth:od 1 or. 2. Compared the:vaiues for Mrw.ith'tire values' from Mr. if the Mr values are greater than or-equal to the'Mr values, for eaeb area otthe >rrocifithen the .tile attachment method is acceptable, Method 1 " !Ia�rageut Based Tile Caielat . Pet• RAS 1,21" /� (Pt: 7/ x k . _ . / 3 77)— Md y � , 12,-Mri . 17 Product Approval Mr�J J (t'.i: x 2. 27 = 29, ()- Mg. 6104- NIa0,70 Product Approval M,b /T (Pa; .•x �, � = 24.a'r' )— Mg: , ti- ='Mr,%S,7O Product Approval Mr Method 2`'4 Simplified' 'ile Caleu[talti€tn Per Ta leilelow' Required: Motnent of Resistance (Mr)from Table Below Product Approval Mr Ntr Regvirod' Nhult s rt E ea stance* Mean Dessi1ptlon Symbol 30' 40' Roof Heioltt Root Slope 15' 20' 25' 212 34:4 .36.5 38,2 . 42.2 . 3:12 32A 34 :4 38:0 • 31:4 39.8 4:12 30:4 32.2 33.8 38:1 ,' •37..3 .5 12 28,4 30 :1 • 31%8 •32 8 34:9 8:1.2 184 2040 '28.4 �,6 32:4 '7.12 :24.4 25:9 •27.1 -'' 181 49.0" *bust be used in conjunction with a list of.looment:busecililo4yitem s:+eudorsed' 1 y..the Sroward County Board ofThiles a1td.Ap4irais. For Uplift based tile systems use'. values fnr..F,..If the :F' values area of the•.ronf, :then the :.ti Conzpared.thevalues-fvr F` with the eater than or ectuai'to. the Fr values, for eta eut method is at:ceeptabie. d:3'` UpIifti3ased`Tile Caieni tioirs:Per RA"S 127". (P(•: xi: =x NV: x cos V.'. (P2 , `" _ x _ x cos 49.. ' Fa: • -M:; = X vi`'-C )— M': Xvos.0: Product Approval F' Product Approval F Product Approval F. FLORIDA BUILDING CODE — RESIDENTIAL • • • • •• • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 01 01 ••• • • • ••• • • 44.23 Dessi1ptlon Symbol Mere. to find i siga:Piessur • P.1 orP2,orP3 ttAS'127Taiile Lorisy;.att.taa ,,k. 7 , analysisprepaedby PE basedoriASCE MearrRodfxeiiht • H .1ob•:sue. 'RoofSiope 8 .)op.Slte •AcrodynaialoMultiplicr• X. Product Approval itestoringli omonCdtm tO:aru'ity' ' Product Approval . A1t8Chmet3tResistance. .i+ • • • • ''odyct Agprovgj, • •• Regtiirad Moment Resistance. ?r . • .0aiceIat•d • • • • 41nimunx Attachment Rice' • i _ aroY io:• i _ • . , • ired:U ' il•RASistdace • •..e , •. • • • Moats 1'114 Wt t W • Product Approval TileTrimeaslons • l•+ieggth vP tvi• Product Approval .... . '4ll aicaiatiens :mustbesubnattddi,tbdBntlilittl linelat;s ttmolpr Set ptii fi FLORIDA BUILDING CODE — RESIDENTIAL • • • • •• • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 01 01 ••• • • • ••• • • 44.23 /14/2886 11:43 3857518579 ABC SUPPLY CO PAGE 01/03 .. pcmwul ga AUG 1 4 2006 AJJ O Cow COmPUANCE OFFICE tECCO) NOTICE or ACCEFrANtcE (NOA) clay Fes, LLC 66+1S NW 77° Avenue Miatmi, FL 33166 vmk MIAMI,DADE ODITETY, FLORIDA hturstomioil FLAMM ttl,EA Q 140 WEST ELAGasonewr,KIITE 16an aM33 -1563 (3 a3) 375 -2901 PAX (X15) 375-2904 .SCOPE; This NOA is being iced. under the applicable rules and xegala>ions governing the use of comaracdon medals. The "on subedited hes been reviewed by Miami-Dade C y pct Cone and accepted by tic Board of Rules and Appeals (BOBA) to be used in Miami Dade County and oar areds are where allowed by the Authority Having Jurisdiction (AIM. Tits NOA shall not be valid after the =Oration date stated below. The M -Dade amity Product Control Division (In Miami Dude County) ardor the AID]' (in areas other than Miami Dade' ) reserve the right to have this product or matedal tested for gaelxty assurance putposes. If this or material fails to path= in the accepted rummer, the maaufaeturer will incur the expense of such testing and the AHD may immediately zevoice, modify, or suspend the use of such product or inetedal within their jurisdictiOn. 13ORA reserves the tilt to revoke this acceptance, it it is detemited by Mi t Dade County Product Cowl Division that this pried. or material fails to meet the tequizements of the applicable building code. This product is approved as desmibed , and ben been designed to moldy with the High Velocity Hurricane Zone of the Plotida.Bmicfing Code. DISCRIPTION: AB 'W" Clay tit 'De LABELING: Etch unit shall beta a permanent label with the manulteterefa name or o% city, etno and follow statement ulielitani-Dade County Product Control Approved'', unless armed herein - AL of this NOA alb be considered after a rem apps has been filed and them has bean no change in the applicable budding code negatively affecting the perfonmatee of tits product, TEMMTION of Ns NOA wiu occur after the date or if there has been a revision or change* dm alt► use, aniior immufacture of the product or aids his NOA as an endorsement of any • for sales, advertising or any other proposes shall automatically terminate this NOA. Pail= to comply with any section of this NOA ill be Cause fcr tennisation and removal of NOA. . The NOA number preceded by the wards Miami-Dade , Fioxida, and followed by the expiration .w date may be displayed is ativ If any portion of the NOA is displayed, diem it shall he done in its entirety. JN N: A copy of this entire NOA shall be provides' to the later by the err et its distributers and shall be available for inspection at the Job site at the mast of the Building mist This NOA revises 02- 1115.03 and consists of pages 1 through 7. T.ha daarntationwas reviewed trerhuge Ado. .• • ... • • .. • • • • • • .. • ... .. • • • .. • • • • • ••• • • • • • • • • • • ••• • • • • • • • 00 • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • 000 • • • ••• • • • • • • • • • • • • • •• •• •0• • • NOA Nat liarphuthas Wm: 1246/07 Approval VOW 1 Page 1 of 4 08/14/2006 11:43 3057518579 ABC SUPPLY CO Table 5: Attachisard Restahnice Expressed ea a M, for Two PatLY Acilissive Set Systems Appaillon Minimtm► Attedunent Resistance Tile Pune Afluaa.'S` Title Adhesive PAGE 03/03 29.E 2 see comPantolt a0d fur ml�aean raau rrallri. 3 Rule Products Company 7bBond Average weight Per patty 10.7 grams. lc =� , '3 E 8 el is {i (v TOO SA: Attachment Realehmee Expressal as a Moment - Mt far ,= .. i3 i. Adhesive Set `.. i Tile Prone gain. '11=1■11— • Ile Application Minimum Attachment Resielance 4 1, y_r z: j Table 51i: Attachment Matsu. Expressed as n Moment - M,(ft 4bt) for Mortar &Abrams Tile TSB Prattle Musa '8' •tom. rier set 5. LAMING All dies shall bear the imprint or identifiable marking of the tearinfactures some or logo, or following Mane= "ids -ire Couto drat Conte&Approv '. 6. BOWING PERMIT 103QII4TS CIL ' ation for building pax shall be accomperied by copies of the following 61.1 This Noticc of Acceptance. applicable 61,E Any other by ' � b3l code in order to poly ovals= the installation of this system. PROmEDRA►►S M.TUrsA `S' OAT Row Titz • • • ••• • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• 00 • • • •• 00 000 • • • 000 • • NOA No. 02-0901 -00 fits: =WV Apprond Date: MOM Pegs 5of7 " 08/14/2696 11:43 3857518579 ROOFING ASSESIBLY APPROVAL • L SCOPE This retmws ring system rising Alison One Pk= S' Cloy Roof Tiko, mactlfactsted by C Form[, LLC. and described in Section 2 of this bite of ce. For bodices orbs= the pressure regehements, Code does not =coed design wawa varies obtained by + applicable with L S 127 Wog des Nahum listed in Mak& 4 Mein. The attachment calenktions shall be done as a moment based spa. Rooms Roofing Tiles Clay ABC SUPPLY co PAGE 02/83 2. PRODUCT DESCRIPTION _ �nrerl by One `S' Tile TrhnPieces Clip Test L ' TAS112 w� = 10.5" W' thick nominal 3.25" NO Length: varies Width: varies va ying thickness L 6" D =0.125" L&h=2" ,py a w. 0.05" thick 2.1 SUBMITTED EVIDENCE: TAS 112 PA 114 PA 114 The Center forApplied 94 -983 hi The Centm fre Applied 94-024 } The Center fat App ref %. The tee for Applied Englnecring, lac. Ceiotex Carporatlon Testing Pitt Asphalt Teehnology. Inc. 254200-1 Project No. 307025 Testa C 78 MTS 520649 C.1U.O03.02.01 •• ••• • • • • • • • • • •• ••• •• • • • • • • • • • • • • • • • • • • • • • •• • • ••• • • ••• • • • ••• • • • • • • • • • • • • • •• •• • •• • • • • ••• • • • ••• • • • • • • • • ••• Prod MOWER MO profile t1ayroof die. For dim each m batten nall-on, a�a mortar s t or adhesive set ODM with it.'.v,ei �. :71 of 2-46" Accestery trim. derma p for use at hips, rakes, tidges and valley tern3inatiOns. Ivitumfartned fa each tile profile. The clip L Shaped to clip Nn Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 Oak-Drive Scams, Battces) wind Driven Rein PA 100 PA 102(A) PA 192 •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • April 1994 May 1994 Feb. 1995 Oct 1994 May 2000 October 2001 NOVA Nu. wades wet i2l16107 Approval Dates Psge 2447 MIA MFpAt3E BUILDING CODE COMPLIAN PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam .Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 CMMUT1 AUG 1 5 2006 O BY\tttV. L MIAM! -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA. is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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 faits 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. BCCO xes the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AH160 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 the has been a revision or change in the materials, use, and/or nnanufacturc 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 No.01 -0521.02 and consists of pages I through 7 The submitted documentation was reviewed by J L. Acebo. • •y•• • •• •• • •-..•.... • • • • •• ••• •• • • • •• • • • • • •• • •• • • • • • •• • • • ••• • • • • ••• • ••• • • • • • • • • •• • • • •• ••• • • • • • • • • • • •• •• • • • • ••• • • • ••• • • • • • • • • ••. • •. • • • NOA Ne.: 06-0201.02 • • • •Eratisn Date: 05/10/11 • • • • Approval Date: 04 /13/06 Page lof7 • • • • • • • .• •• ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AHI6O as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH 160 Foampro® RTF1000 ProPack®30 & 100 DIIMOUS10116 N/A N/A N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive DisPensing EcluiPment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Note: The physical properties by accepted ASTM test Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D2856 Results 1.6 lbs./fi.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm /Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158°F., Humidity, 2 weeks 86% listed above are presented as typical average values as determined methods and are sgbtetttp orperstutfafteriUg variation. • • ••••••• • • • • •• ••• •• • • • •• • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • •• • • • : • • • • •val Date: 04/t3f86 •• ••• •• „NOA No.:4 - 420.82 • • • • ltx iration Date: 05/10/11 • • • • • • • • • •• • •• • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • •• • •• Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Narne/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11-93 10/25/95 25- 7438 -4 25-7438-7 SSTD 11-93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30193 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739 - 06213[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Servic os 528454-2 -1 TAS 101 10/23/98 528454-9 -1 528454 -10-1 520109-1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109-7 520191 -1 TAS 101 • 03/02/99 520109-2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlaymcnt shall be in compliance with the Roofmg Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. }I:= •• ••• • • • • • •• w • • • • • • • •• ••• •• • • • •• 2= 1"= MS • • • • • • • • • • • • • • • • • • • f spiratloa Date: 05/10111 •• • • • •• • • • • • • • • • • • epproval Date: 04/13/96 • Page 3 of 7 ••• • • • • .•• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• 0 •• • • • 0 •• • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Folypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted he rein. The roof tile assembly's adhesive attachment with the use of Polypro® A11160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AHI 60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equiPment only. 7. Polypro® AEI160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AHI 60 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Flat, Low, High Profiles High Profile (2 Piece i3hri CO Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail #1 #1 #2 Single Paddy Weight Min. (tams) 35 17 /side on cap and 34/pan 24 Two Paddy Weight per paddy Min. (grams) N/A • N/A N/A #3 8 LABELING: All Polypro® A11160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable buildrag'ecti4in:o4lbi tQ pjooetty evaluate the installation of this system. • • • • • • • • • • • • •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • •• .• • • ••• • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • • ••• • • • • • • • • • . NOA No.: 06- 0291.02 •. • e4iratien Date: 05/10111 • • • •4jtproval Date: 04/13106 Page 4 of 7 ••• • • • • • • • • • • • • • • • •• • •• ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY .• •0• • • • • • .. • •.0••410• • • • • • • • • • • •• •00 •41 • • • •• ••• ••• ••• • •• ••• ••• N©ANo.:06-024L02 •• • • • •• • •• • 1.1 •• EZkotio n»ate: 05 11 • • • • • • •• • ••• • • • . • Approval Date: rage 5ef7 ••• • • • • 101 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY • • • • . •• • • • • ••• • • • •• ••• •• • • • •• •• ••• • • • • • •• ••i• ••• • ••• NOA Ne.:06 4?0 Z •• • • • • • • • • •• • • i • • • • L ation Date: 05/10/11 •• • ••• ••0 •• ••• • ipr ovat Date: 04/13/86 Page 6017 ••• • • • • ••• • • • • • • • • • • • • • ••* • • • ■ • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ADHESIVE PLACEMENT DETAn. 3 DOUBLE PATTY •• ••• • • • • • 00 • END CCER • 000 •• • • • 0041 ••• ••• ••• ••• ••• • • NOA No.: 064201.02 ••• • • • •00 • • 410• :FabiratiOAIDitNOSI Onl • 011 • •• • •• • 0 s 41 • 0• •Approval Date: 04/13/06 Page 7ef7 0410 • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • 0. 00 • • • 00 00 000 • 0 • 000 • • U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 Miami, Florida 33015 Telephone: (305) 558 -2588 Fax: (305) 362 -4669 Invoice CLIENT: Carlos Gomez 1247 NE 101 Street Miami Shores, FL 33138 PROJECT: aXT022 F0-1-2.0 11( Residential Home 1247 NE 101 Street North Miami Beach, FL Customer ID: Payment Terms Customer PO Invoice Number: Invoice Date: 07 -6305 C.O.D. Amount 29304 9/10/07 Description Amount (1) Roof Uplift Test @ $200 /test, Thank You 1247 NE 101 Street, Dated 09/05/07 Total Amount 200.00 200.00 Residential Home 1247 N.E. 101' Street Miami Shores , Florida U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B-23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 Project: Tile Uplift Static Load Testing Residential Home /Addition 1247 N.E. 101' Street Miami Shores , Florida U.S.S.E. Project #: 07 -6305 Dear Sirs: September 05th , 2007 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on August 23rd , 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total of thirty-seven (37) test locations were tested. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. Ifyou have any questions or comments, please feel free to contact the undersigned. Respectfully Submitted, U.S. SOUTH Engineering and Testing Lab., Inc. Ghasem Khavanin, P.E. # 41955 �a Roofing Project Manager G • U.S. SOUTH Engineering & Testing Lab., Inc. Project No 10892 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 • ITE SPECIFIC INFORMATION Owner's Name: ■ . :u rli(E ® A r1 ` Job Address. RIYI '1b v 'alp ; R `1 Roofing Contractor: Type of Tile: 9� I no � Pg - Date Installed: Approximate Roof Height: feet Roof Pitch: Type of Access to Roof: Scaffolds e'--- Ladder Other Approximate Square Footage of Roof • 6 ft2 Required Testing Forge: 35 lbs. Testing Equipment: Chatillion100 Date Tested. 0-81Z3120017 TEST RESULTS P = PASS, F = FAIL Test Location 1 C. 2C 3 C 4 {) Uplift Pull Test(P or F) DAB Test Location 5 6 7 % 6 P 26 ;27 28P 29p 30 r 31F 32 Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 51 52 53 54 55 56 57 9 10 11 P 12 ; 13 140 15 16 17 33 - 34 r 35 36 4 37 F 38 39 40 41 42 58 59 60 61 62 Test Location 76 77 78 79 80 81 82 83 84 85 86 87 Uplift Pull Test(P or F) 63 64 65 66 67 88 89 90 91 92 18 19 20Q 21 22 ) 23 24 d) 25 P. 43 44 45 46 47 48 49 68 69 70 71 72 73 74 93 94 95 96 97 98 99 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. 0= THIS REPORT SUBMI D BY: .- ' P=PEp_ins° A5Cr1 �tlJ�Qr�ll� Lab Certification # 98- 0608.04 P.E. 4 iC15.5 State of FL Certificate Authorization # 4100 Date: 8/23/2007 Client : Residential Homes Address: 1247 N.E. 101 Street Miami Shores, Florida Contact: Carlos Gomez Phone: ( 786 ) 285 - 2394._..__ Fax: Job Type: Roof Type: Style: Deck type: Testing Requesting: us. SOUTII Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B -23 Miami, Florida 33015 Roof Testing and Information Sheet New Roof Slope Tile Wood Uplift Test 51-- x IXI IX 1 pxi Verification Chequed By: Job Name: Address: Permit # Ocuppancy Use: Requesting By: Aprox. Area: Re -roof Flat Shingle Concrete Jason F. Residential Home - Addition 1247 N.E. 107th Street Miami Shores, Florida Metal Recover Other Metal r - -d I 1 Gybson Board I-__ Moisture Test 1 MEMEMENNEME ■„■■■■■E.■ IEEE MEMEMENEM ■H■■■■■ IEEE ■E■ ■■1 I■■■■■ ■ ■E■ ■ ■ ■ ■ ■ ■ ■ ■■ ••. •.,..: ■■■■ ■ IEEE= IEEE 1■■■ ■ ■■■■1 I ■■■ ■■ ■■■■ ■EI ' I \■■■■■■■■■■■■■■■■11■E ■■M ■E ■E i 7 3 ,F ■MEEEEE■■■■■■E ®� I■■■\ MMINE■■ ■ ■ ■ ■I,rE ■ ■■ ■■■ IEEE 1 EEEEM■ ■■■■M■■ ■■■ EEEE■■■ ■■ ■E AMIMM■■■■■■■■■ ■■■■■ \IEEE■■ ■E ■E •••••■ ■■M■■■■ ■I \■■■• MIEN ■ ■ ■■ ■■ ■■■■■■■■ ■■■■■■ ■IEEE■■ ■■■■ ■IEEE■■ ■ ■■I■■■LER■■MEEEEE ■■ ■■IEEE■ ■■■■ ■IEEE■■ ■ ■■ MIE ME ■ ■ ■NEEEEE ■ ■ ■ ■ ■■■■■■ ■ ■ ■■■M ■ ■ ■■ ■ ■IEEE■■■■ OMMM ■■ ■RW ■ ■ ■■ ME= MIN 2 6 ; �... 7 .8 3 ■ ■�. ■■ IEEE ■■ ■ � , •.• IEEE ■■ ■ ■ 20 : 5 ?., ' ... ; 4 x,19 " IEEE ME 28 ; . 2� 21: '18 -:. 3; ■ ■ ■ ■ ■� ■■I■ ■ 11 ■ ■ ■ ■ ■N I WEE ■■ ■ ■I 30 35 ■ IEEE ■� IEEE IEEE ENE ■ ■ 1■ IEEE ■� ■ ■ ■ ■■ IEEE E■I■ 1 ■ ■ ■ ■ ■� I■■■■■ IEEE ■■I IE EE ■I 1■■■■■ IEEE El■ ■ I ■ ■ \1 ■IEEE ■ ■ ■ ■ ■ ■ ■ ■PJ ■ ■ ■EE IEEE ■ \■ 33'. IEEE■ IEEE • •• . ■ ■ ADDITION ■M ■ ■E■ ■EE■ ■■ MEEE E ■■■■■■■ ■ ■■■ ■ ■■ ■ ■■ ■ ■■ ■ ■ ■∎ ■ ■ ■ ■E ■E • d■■ NEEEIM ■ ■■ ■■ ■E■ ■■■ ■■ ■ ■ ■ ■ ■ ■■ M• NE■■ ■■■■■■■ ■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■•E ■ ■ ■E■ ■E ■E M■■■■■■■■■■■■■■■■■■■■• EM MEN I ENEEM∎ MEIN NOTICE OF COMMENCEMENT f ftlfil tfiit iilit fftfi flits tilt! illl! itll itl A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. 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. C:FN 200880920553 OR E.lt 24851 F's 0559i Ups RECORDED 08124120006 10:07 804 HARVEY RUVII'Iy CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street/address: `297 'C3' AV — 2. Description of improvement: ��'� yG' 3. Owner(s) name and address: �G,yK /t4 - M Agfult fie Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: X04 -sriewr }Sr* L J 1C 3,�J3c° 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by 0 provided by Section 713.13(1)(a)7., Florida Statute Name and address: er upon whom notices or other documents may be served as 8. In addition to himself, Owners designates the folio ing person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d. • a ified Signature of Owner Print Owner's Name Sworn to and sub Notary Public Print Notary's Name My commission expires 123.01-52 PAGE 4 10/04 , 2002. Prepared byalN''�'4V /t' /e Address �t3" ef, X33 .amiy23.2010 W17 OF DADE IEREBY CERTIFY thcj f 13 a tr p cf the n this office on day of , AD 20 06 ASS n d and Ot`inicu Seal. C Efi K, ct Circuit a . County Courts D.C. Miami Shores Village MENICv gII�� Building Department i� m $ 2oos !J 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Y:. i - rer.. - ..--- mm ®ses Permit No. 2C • 2 -06 -3:'l BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �C t *. c_ %4 t �'�tu� Phone # Owner's Address j2..92_____,661: Ip 1 City Maim/ C(d State Zip .J713� Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO t247 ,v6 /vt sr2 County Miami -Dade Zip 33138 Contractor's Company Name V (44 CG ^ rfo z rC 10 A45 gf& Contractor's Address Phone # ,gd„r 3Y4 c) City GC- �6t C_ State RL Qualifier Name _ �%/4/.9Gd State Certificate or Registration No. c .?c G�1 �c/ f Zip %.3CJ 4/104/ Phone # 3- T-ffo e6 �C Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Certificate of Competency No. Phone # Type of Work: ❑Addition ['Alteration Describe Work: Square / Linear Footage Of Work: New ❑ Repair/Replace ❑ Demolition v� ********** * * * * * *** * *** * * * ** * * *** * *** ** *F� ************,* * * * * * * * * * * * * * ** * * * ** * * *,* ** * * ** rJ/ CCF $ CO/CC Submittal Fee $ Permit Fee $ Notary $ Scanning $ Radon $ Training/Education Fee $ Technology Fee $ DPBR $ Zoning $ Double Fee $ Bond$ Code Enforcement $ Structural Review. $ Total Fee Now Due $ See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City k 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 dyne 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: Signature Contractor o instrument was acknowledged before me this 2 , by all �8^ e or who has produced as identification and w ' did take oath. Sign: Print: My Commiss 1/ 14 Plans Examiner Engineer Zoning (Revised 02/08/06) Miami Shores Village �� lei Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305)' 795.2204 Fax: (305) 756.8972 Y! �$a.4. BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) r � 4 l-ee Phone # Owner's Address 12..17 / / ®y 51 City irf .o gtpCe3 State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 1247 Ales-- /01 .'T City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO )` Contractor's Company Name CR.CocteL4t 0 (®40S.Sea¢sa- 5-1.1 Phone # 3 ST 4K/4. a 4 ef 1--- Contractor's Address /00 ,,tea -5"f City 02- P?-t4(_ State Zip 3'3) 3 6 Qualifier Name O Phone # State Certificate or Registration No. CI 6&fe/ Certificate of Competency No. eer's Name (if applicable) MAMA- CA-0147 (SLR Phone # 1‘--- S Z 3(3/ 7 Value of Work For this Permit $ food Square / Linear Footage Of Work: Type of Work: ['Addition []Alteration []New ❑ Repair/Replace ❑Demolition Describe Work: e„LLS,Z' P/ qv.i. *********** ****** * * ** * *** * ** * * *** ** ** **F.. * ** * * *, * * ** * ** * *** ** *** * **** * *** ** * * ** ** Submittal Fee $ Permit Fee $ ^9 • CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 150C) Radon $ DPBR $ Zoning $ Bond $ Structural Review. $ Total Fee Now Due $ 4Q) Code Enforcement $ Double Fee $ See Reverse side -a 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 day of ,20by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: *,************************** ,** **** * * * * * * * * * * **** * * * *,* * * ** APPLICATION APPROVED BY: (Revised 02/08 /06) Signature C'�< Contractor The foregoing instrument was acknowledged before me this 1 day of G %l�'*zZ , 20e7 , by who is personally known to me or who has . s uced de A ification an ho did take an oath. NOT Sign: Print My Co fission Expires: Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 g4- Inspection Date: 11/16/2007 Inspector: Grande, Claudio Owner: WAYNE, JOHN Job Address: 1247 101 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132050250050 Lot: Phone: 305 - 759 -3460 Building Department Comments ROOF FOR ADDITION WV 16 2001 Iry Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 23440. FINAL INSP. COULDN'T BE PLACED DUE TO THE FACT THAT THEY HAVE PENDING A RE -INPS. FEE. CALLED THE CONTRACTOR AT4.20 P.M (10/02/07) LEFT MESSAGE EXPLAINING ALL THE SITUATION, NO BODY ANSWERED BACK FROM CONTRACTOR. 11/5/07 Need uplift report for final inspection CG CC Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, November 15, 2007 Page 1 of 2 mirm S HIoI� Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. tf. 2.0148 Master Permit No. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Owner's Address %2 la©MET'M RR JUL 2 8 2006 sY:itonIfN"DIAZ. Electrical /1bi Kick' 4l-k �� /cam` City ill/ /' Tenant/Lessee Name Mechanical Phone # State Zip Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # /217 Nc /014-1St County . Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name gC6-4:re Contractor's Address ,„,/6 /Ver. 89714 <-9: City /�� $r State e Qualifier Name State Certificate or Registration No. C b fie! Phone # 3r. Zip Phone # ..73/38 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: Describe Work. 5500 Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition ** * * * ** ** ** * * * * ***** *** * * * * ** * * *�r* ***�***Fees_ ********** * * * * * * * * * * * * * * * * * ** * * * * * * * * * * ** Submittal Fee $ Permit Fee $ V ell • CCF $ CO /CC Notary $ Scanning $ Radon $ Bond $ Code Enforcement $ Training/Education Fee $ Structural Review. $ Technology Fee $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ See Reversli U 1 4 PAM Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Morts,age L er's Name Of livable) Moiander's:Addross 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 7 day of 206 , by eC , who is so -known to me or who has produced Pet' Y P As identification and who did take an oath. Sign: Print: int: My Commission Ex Signature Contractor The foregoing instrument was acknowledged before me this Z7 day of , 20 d6, by g/4432.4--° who is pers, 11y known to me or who has produced as identification and who did take an oath. NOTARY P IC. Sign: Print: My Comm * * * * * * * * * * * * * * ** * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer 4;4, Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 S'4 Inspection Date: 11/05/2007 Inspector: Grande, Claudio Owner: WAYNE, JOHN Job Address: 1247 101 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 Parcel Number 1132050250050 Lot: Phone: 305 - 759 -3460 Building Department Comments ROOF FOR ADDITION NOV 1 6 2001 Passed r 4 Inspector Comments CC )2,(1 )414116/Cla Z------------- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Thursday, November 15, 2007 Page 1 of 2 Residential Home 1247 N.E. 101' Street Miami Shores , Florida U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 Project: Tile Uplift Static Load Testing Residential Home /Addition 1247 N.E. 101' Street Miami Shores , Florida U.S.S.E. Project #: 07 -6305 Dear Sirs: September 05th , 2007 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on August 23rd , 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total of thirty-seven (37) test locations were tested. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. If you have any questions or comments, please feel free to contact the undersigned. Respectfully Submitted, U.S. SOUTH Engineering and Testing Lab., Inc. Ghasem Khavanin, P.E. # 41955 Roofing Project Manager U.S. SIUT Engineering (z Testing Lab., ; e® 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF R OF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE P OTOCOL TAS 106 Project No 10892 Owner's Name. Job Address. 1 41 11.E Roofing Contractor: —� Type of Tile: no° wily 5 Approximate Roof Height: feet Type of Access to Roof: Scaffolds e"-- Ladder Approximate Square Footage of Roof: 4, ft2 Testing Equipment: Chatillion 100 ITE SPECIFIC INFORMATION ADOKU f1AfG Required Testing For • 35 lbs. Date Tested. t• �3�z - Date Installed: Roof Pitch: Other TEST RESULTS P = ASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Upi'ft Pull Test(P or F) 16 20 Q 45 46 47 Test Location 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 Uplift Pull Test(P or F) Test Location 76 66 48 49 50 67 68 77 78 79 69 70 71 72 73 74 75 80 Uplift Pull Test(P or F) 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 98 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Q- t E THIS REPORT SUBM • ED BY: P= PPIZInS . F -FCC . Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Date: 8/23/2007 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B -23 Miami, Florida 33015 Roof Testing and Information Sheet Client : Residential Homes___ Address: 1247 N.E. 101 Street Miami Shores, Florida__ Contact: Carlos Gomez Phone: ( 786 ) 285 -2394 Fax: Job Type: Roof Type: Style: Deck type: Testing Requesting: New Roof Slope Tile Wood Uplift Test ?II I Xi IXl Verification Chequed By: Job Name: Address: Permit # Ocuppancy Use: Requesting By: Aprox. Area: Re -roof Flat Shingle Concrete Jason F. Residential Home - Addition 1247 N.E. 101th Street Miami Shores, Florida Metal Recover Other Metal r = -z 1 1 Gybson Board Moisture Test M■■.■■ .■■.. ■..■■...■■ ■ ■■■■v■■■■ ■■E■.■ ■: ■■■■■ ■ ■■ ■ ■ ■■■■■■■ ■E■ ■ ■::: ■■■■■■■■■■ E ......... O ■■ ■r% ■ ■ ■■ MM E 1■5■■■■■EAM MUM M 2 6 ..__ ...7 '1 8 3 •. . ■ .■■ E■.■ .■. ; 37, .:N.. x 19.::. ■ ■�.�■■■■' ■■■■ ■■■ ■ :' 20 5', .-2, e.9 :. ■ ■■■ ■I0■■■■ ■■■■ •■■I■ _ ]'..� :; ;.10 ■■■■■1I■■■■■■■■■' 28::2 ■ ■ ■ ■ ■ ■■ ■■■■ ■■I■ . ... . ..... I. ■■ ■ ■M■■.■ ■■■■ ■ •. . :30' 1 .35: ■ ■■ ■ ■I=MEM■ ■■ ■■I 27 : I■■■.... REEMMEMEMEME ■■■■■II■■■■■■■■■' ■ ■I■ ■ ■ I' 22•''■ '12 °iEi ■■■■I,■■■■■ OMEN: I■M MI 1 . : 34 •,.- ��■ ■ ■ ■ ■1, ■■ ■E■ I■■■ MEMO. ■ ■1..... n ■ ■ ■ ■1 I■■ ■■■ ■■■■ ■■I■ 1■ In v■n■E■■I.■MEMPE ■■ ■IIMM ME= ■■ ° 33'. 1 F2rAdMENIENNE ■ ■■■■■■■ ■■ ■■ ■ ■1.: 2s '•....., 1.■I.IE ■■■■■N■■■■.O■.■■■■■■■■■ ■■■ 24 .I■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■■■ ■■■ ■ ■ ■ ■■ 1111 MI ibiunin.uuigiiillhiiiI!1g1 ADDITION ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■.0• ■ ..■■a ■■■ ■■■MENE ■ ■ ■■ llhINhlluhIllIIIlIifliIflhIIIiIIII ininuiivniiuuiiuiiuiiiiiiu:nu ■■■■■■ ■ ■ ■.... ■. ■ ■ ■.■■. ■ ■ ■■■. ■ ■ ■ ■.E..■ W iri .Slow *Ave 614 Bowe/ meat 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305 -756 -8972 www.miamishoresvillage.com HOLD HARMLESS PROPERTY LOCATED AT: /2'7 /yam''' a� As license contractor of subject property, Permit number gp '7-OO ® ZQ/& Issued to fd,yyprr •,c..-,/w I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the correction, if required, of work performed under the above permit. Type of inspection missed _. L,w ter..-id 64(1) 'r( t- 1;.) r decatieifee4004) (Prime/ Contractor- qualifier) (Print Name) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this /d day of okt Notary Public, Sate of Florida at Larg Residential Home 1247 N.E. 101st Street Miami Shores , Florida Project: Dear Sirs: U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 Tile Uplift Static Load Testing Residential Home /Addition 1247 N.E. 101' Street Miami Shores , Florida U.S.S.E. Project #: 07 -6305 9C� 0 2 20E tccrA IRA ��Q1-201g September 05th , 2007 As per your request and authorization, representatives of U. S. South Engineering and Testing Lab., Inc. performed the static load test on the roofing tile at the above referenced project. The testing took place on August 23r1, 2007. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol PA 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 45 pounds force (lbf) was applied and also held for more than 5 Second at each test location. The total load applied on each test location was recorded. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. A total of thirty-seven (37) test locations were tested. Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Metro Dade building Code Compliance Protocol TAS 106. Attached is a copy of our report showing the test results and the approximate tested tile locations for your review and comments. U. S. South Engineering and Testing Lab., Inc. appreciates the opportunity of assisting you in this project. Ifyou have any questions or comments, please feel free to contact the undersigned. Respectfully Submitted, U.S. SOUTH Engineering and Testing Lab., Inc. Ghasem Khavanin, P.E. # 41955 V0-7 Roofing Project Manager U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Project No 10892 ITE SPECIFIC INFORMATION Owner's Name: �A 1' °i Re ` AIOIc Permit # Job Address. :1 I E t11 1V` , n)AnI,ma5, RrEe0a Roofing Contractor: Type of Tile: naSti , J " 1`U Date Installed. Approximate Roof Height: feet Roof Pitch: Type of Access to Roof: Scaffolds "--- Ladder Other Approximate Square Footage of Roof: 4-C ft2 Required Testing orc� • 35 lbs. Testing Equipment: Chatillion100 Date Tested. f I2 . TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 C ) i 65 26 ppTost(P Na-Z3 51 52 76 77 2 - 27 a 3 28 I 53 78 4 't 29p 54 79 5 30 r 55 80 6'I 31p 56 81 7 32 c 57 82 8P 33 F 58 83 9 34 r 59 84 10 35 F 60 85 11 II 36 '- 61 88 12 37f 62 87 13 1 38 63 88 14 P 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 D 43 68 93 19 P 44 69 94 20 Q 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 p 49 74 99 25 # 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Q THIS REPORT SUB P ED BY: p p .tns Ee. AZEt1 tt/NAfUIM Lab Certification # 98- 0608.04 P.E. *4195s State of FL Certificate Authorization # 4100 so. ILL SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite # B-23 Miami, Florida 33015 Roof Testing and Information Sheet Date: 8/23/2007 Client : Residential Homes Address: 1247 N.E. 101 Street Miami Shores, Florida Contact: Carlos Gomez Phone: ( 786 ) 285-2394 Fax: Job Type: Roof Type: Style: Deck type: Testing Requesting: New Roof Slope Tile Wood Uplift Test 17 Chequed By: Job Name: Address: Permit # Ocuppancy Use: Requesting By: Aprox. Area: ✓ -7 X Re-roof L J r--7 I X I Verification Flat Shingle Concrete 1 1 Jason F. Residential Home-Addition 1247 N.E. 101th Street Miami Shores, Florida Metal Recover Other Metal Gybson Board f7-1 r"--11 e"--1 I r1 1 1 Moisture Test Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL tiFR . �'� Phone: (305)795 -2204 Fax: (305)756 -8972 4.54 Inspection Date: 11/05/2007 Inspector: Perez, JanPierre Owner: ALTERMAN, RICHARD Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: METROPOLITAN AIR CONDITIONING INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: New Block: Phone Number (305)759 -3460 Parcel Number 1132050250050 Lot: Phone: 305 - 264 -4646 ment Comments A/C FOR ADDITION 0 ‘') 17 ( 7 Passed Inspector Comments MLD MA, V t, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, November 2, 2007 Page 2 of 2 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; EF o 7l9y% DATE: 1, Contractor ❑ Owner ❑ Architect .s144-,e_q //c/fs( Picked up 2 sets of plans and (other) TOOK AM/00,P 76 541/04 /4U/ /TVJV," /1Li ff Address: 7 From the building department on this date in order to have corrections done to plans And/or get County stamps. I undytxmd `bthat the plans need to be brought back to Miami Shores Village Building D artment ,fi continue permi g process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: Olin I (11 PERMIT CLEARK INITIAL: BUILDING PERMIT APPLICA FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IECMIEWMi gIR 16 2007 ID BY: r41° Permit No. kler)8* Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) N 16Te cow Phone # Owner's Address U2M PE (01 Sr V City Mal State n Zip Y) I 3D Tenant/Lessee Name Phone # 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 flottitt Try eWMi2 $S ` Phone # Is . 751 • 3 46 0 Contractor's Address 1 f U) 't 8 City P.1; �uL. State Fi,, Zip 1)1j j e Qualifier Name r Phone # State Certificate or Registration No. C 8c Ot° 4i Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: [jAddition ❑Alteration ❑New ❑ Repair/Replace Describe Work: '� ,l ,) f 17'U ❑ Demolition ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *FS * * * * * ** Submittal Fee $ Permit Fee $ Notary $ Scanning $ e� % Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ CIS y�j`�� Structural Review. $ (:31492 ,�► o Total Fee Now Due $ 1 p 40 n, See Reverse side �� ** * * * * * * * * * * * * * * * * ** CCF $ CO /CC Training/Education Fee $ Technology Fee .$ 411 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: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) W`Ok/e?7 Plans Examiner Engineer (/ Zoning FROM : GHII GROUP ENG I LEERS GHM Group, Inc. 9050 Pines Blvd, Suite 190 Pembroke Pines, Florida 33024 FAX NO :9544373137 INSPECTION LOG , STRUCTURAL DIVISION Apr. 16 2007 12.0 7PM P1 MANS ORDER No. ROJEcT NAME: kL�> fig./4 E co e.4.1 P Ae OJECT ADDRESS: 124/ hl t 1 D 511 5 TAT M 1 ArMI S MOPES ONTRACTOR: naa(00, SsioAmeL. 5.ptivia4 r L' ro � gCgIIdgi 11 � �. U 7 --------- - - - - -- — 5 Wt. - -- IL S NON: ZS TRAMS. It MMENTS: f r WseK 1Y» S :.Te' 1'1 ec If CA4r iii ASS Zs L wit us�+rt Plat fr .. — ° v 14- n its .4111.e i DATE1©RDER 4/13/0 7 ENGINEER INSPECTOR 1.415 Or P APP •VED Ole PROVE DATE/ORDER ENGINEER INSPECTOR SIGNED APPROVED DISAPPROVED OMMENTS: DATE/ORDER ENGINEER INSPECTOR SIGNED APPROVED DISAPPROVED DATE1ORDER ENCHNEER INSPECTOR APPROVED PE OF OMMENTS: DATE/ORDER ENGINEER INSPECTOR page No. Tel: (964) 43T -3111 Fax: (954) 437 =3137 E -Mail: ghmgroupoffice@ghmgroup.net Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ci Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 11/05/2007 Inspector: Levrock, James Owner: WAYNE, JOHN Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: EDDIE ROJAS PLUMBING INC C(0-3g4 Wit:.: Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1132050250050 Lot: Phone: 305 -944 -6788 Building Department Comments PLUMBING FOR ADDITION P Passed Insp tor\ ments MLD ki k- L Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, November 2, 2007 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/22/2007 Inspector: Levrack, James Owner: WAYNE, JOHN Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: EDDIE ROJAS PLUMBING INC Permit Type: Plumbing - Residential Inspection Type. k ater Service Work Classification: Addition /Aftera ion Block: Phone Number qop at/7 Parcel Number 1132050250050 Lot: Phone: 305 - 944 -6788 Building Department Comments PLUMBING FOR ADDITION ctor tComments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . 'nesday, February 21, 2007 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 06.-664 " **••••••• '•••*** ''''''' ' ''''' '''' ''''' ''''' Inspection Date: 11/05/2007 Inspector: Grande, Claudio Owner: ALTERMAN, RICHARD Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESSIONAL SERVICES, LTD Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)759-3460 Parcel Number 1132050250050 Lot: Phone: (305)759-3460 Building Department Comments RE-ROOF FLAT DECK A te IInspector r Passed Comments MLD 4I Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Friday, November 2, 2007 Page 2 of 2 Project Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: • • ••• • • •• •• • • ••• • • •• •• To: • • tru• ss :w4 • • • • • FLORIDAPROFESIOQAL • ••• • • • • • • • Deliver To: • ••• Job :•: • •:� • •• ••• gage: •• 1 of 1 • • • • • • • • • "• ' :D$te` • 3/13/2007 • • . • • "' • •Project 6138 Account No: 1247 N.E. 101 ST. MleJA, RL. • • • Deliver To Address3 • • • •• "' De9vier: • • • • Salerperson quote Tentative Delivery Date: • • • 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. 1 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 2004Wind speed 146mph.Exp -C Category 11: Importance factor =1.00. Quan Truss 2 CJ9 4 J3 5 S2 1 V4 SUBJECT TO COMPLIANCE ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Quan Truss 1 H1 4 J5 1 V12 1 V8 Quan Truss 2 HG1 5 J7 1 V16 Quan Truss 4 .11 1 S1 1 V20 1., MAR 1 4 2007 Jd BY: .................... REMBERTO CONTRERAS, P.E. Consulting Engineer Civil /Structure' 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (F!orida P.E. 215 MAR 13 f)07 To: : • • : •: • •'.:. P.fociliction List FLORIDA PROFESIONALaSEeRVICES :.: Vol, Njimbtt: • • ••• • • :Page:. ••• 1 Date: 03 -13 -2007 - 10:29:56 AM • ... • ...Project ID: 6138 • Project: Block No: Model: Lot No: Contact: Site: Office: • • • •• •.• : : •• • • • • nI No: • • Deliver To: • • • : • : Desire::: mtm 1247 N.E. 101 ST. MIAMI, FL. • • • • • • Salesperson Quote Number: • • • • .. ea- Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: S1oI5e:.1'QI� •••••••. .• _• • :: • • • f pH :. • • .•4 _ •-- • • ••' Built By: =_ 2 CJ9 45 lbs. each 9 -10 -1 2X4 /2X4 ROOF TRUSS 2.12 0.71 2 -9 -15 0 -0 -0 21 BF -Ea 43 Total 1 111 94 lbs. each 22 -2 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 46 BF -Ea 46 Total ��IMNI-- 2 (1) 2 -Ply HG1 120 lbs. each 22 -2 -0 2X4/2X6 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 59 BF -Ea 119 Total 4 J1 7 lbs. each 1 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 2 -0 -0 0 -0 -0 4 BF -Ea 16 Total 4 J3 15 lbs. each 3 -0 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 0 -0 -0 8 BF -Ea 32 Total 4 J5 211bs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 0 -0 -0 11 BF -Ea 43 Total 5 .17 27 lbs. each 7 -0 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 0 -0 -0 13 BF -Ea 67 Total �� - 1 Si 93 lbs. each 22 -2 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 44 BF -Ea 44 Total � 5 S2 93 lbs. each 22 -2 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 44 BF -Ea 220 Total 1 V12 32 lbs. each 12 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 15 BF -Ea 15 Total -__ 1 V16 46 lbs. each 16 -0 -0 2X4 /2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 23 BF -Ea 23 Total 1 1 1 V20 62 lbs. each 20 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 29 BF -Ea 29 Total ® 1 V4 6 lbs. each 4 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 4 BF -Ea 4 Total .-� 1 V8 20 lbs. each 8 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 9 BF -Ea 9 Total REMBERTO CONTRERAS, P.E. Consulting Engineer CiviiStructura' 30 N.W. 87 Avenue, #C -101 MAR 13 07 Phone: (305) 667 -6797 (Florida P.E. 215 i Job 6138 Truss CJ9 Truss Type ROOF TRUSS 04. e• 2: • • Y• • • • 1 • FLT PR OFFESI .NAL SERVICES. 0001 • • • • • • • • Job 4ef94006 glence (c 2tlonI) BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. : _ _ _8.400% OOM Mlifek I ustrles, Inc. Thu Mar 0810:21:23 2007 Page 1 - 2 -9 -15 5-8-3 • • • • ••• 9 -10 -1 2 -9 -15 5-8-3 • • • • • • • • • • •• • • • i -13 • • •. • •• • • i •• • • • • • • • • • • • • • • ••• • ••• • • • -01.11 -8 0 -1-8 5-8 -3 5-8-3 9 -10 -1 4-1 -13 Seale =1:22.0 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 Incr NO Code FBC2004/TP12002 CSI TC 0.90 BC 0.58 WB 0.38 (Matrix) DEFL in (Ioc) Udefl UJd Vert(LL) 0.08 8 -9 >999 240 Vert(LL) -0.16 9 >680 180 Horz(TL) -0.07 10 n/a n/a PLATES GRIP M1120 249/190 Weight: 45 ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 8=823/Mechanical, 2 =74010 -10- 9,10=0/0 -1-8 Max Horz 2=228(load case 2) Max Uplft8=- 370(Ioad case 2), 2=- 548(Ioad case 2) BRACING TOP CHORD Structural wood sheathing directly applied or 4-3 -14 oc purilns, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6 -2 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -11 =0/35, 2- 11=0/35, 2-3 =- 1712/395, 3.4=- 1659/410, 4-0=- 382/124, 5.8= -7/0, 5- 8=-401/291 BOT CHORD 2- 9=- 534/1649, 8 -9=- 542/1658, 7-8/0 WEBS 4- 9=0/193, 4-8=-1325/359, 1-10=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; C-C Exterior(2) - 2 -10 -1 to 0 -1 -15, Interior(1) 0 -1 -15 to 9 -10 -1; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 370 Ib uplift at Joint 8 and 548 Ib uplift at joint 2. 7) In the LOAD CASE(S) section, Toads 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 Uniform Loads (pit) Vert: 1-11=410 Trapezoidal Loads (pit) Vert: 11(F=45, B=45) -to-5= 215( F =-63, B= -63), 5=-155(F=43, B=43)- to- 6=- 161(F= -96, B-66), 2= 2(F=9, B9)- to-8= -49(F -15, B= -15) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -11 =110 Horz: 1 -11= -128 Trapezoidal Loads (plf) Vert: 11=- 3(F= -33, B=- 33) -to-5= 154( F =46, B=46), 5=73(F=48, B=46)- to- 6=78(F=48, B=48), 2=-1(F=5, B=5)- to- 8=- 30(F =9, B=-9) Horz: 11=3(F=42, B= 42)- to- 2 =.4(F=38, B=38), 2=- 4(F=38, B=38)- to3=102(F -11, B -11), 3=-102(F=-11, B=-11)-to-5=-197(F=-58,1-58), 5=- 116( F =-58, B=- 58)- to- 6=- 122(F=41, B=41) Job . 8138 Truss H1 Truss Type ROOF TRUSS 'AV ry • • • 10 • • • • 1 • FL � PR .FFESI .NAL SERVICES. �2 • • ! _ nc: • on • • BEST TRUSS CO, MIAMI, FL, BEST TRUSS CO. • 16.400.OotR t 9e MIZek Ingustries, Inc. Thu Mar 0810:22:46 2007 Page 1 • • ••• • • • -2 -0-0 5-5-0 9 -0-0 13 -2-0 16 -9-0 , 22 -2-0 24-2-0 le a 1.45.0 2 -0-0 5-5-0 3 -7-0 4-2-0 • • • • • • 3 -7) • ••• • 5-5-0 2 -0-0 • • • •• • • •• • • • •• • • • • • • • • • • • ••• • • • •• ••• •• • • • • • • • 4x851020= 3.00 12 4 488 SOO =• • • 6 • • • 234 P4020= 3 / 234 MUM, 8 MINI NEI 13 14 r • 2x418020 II 2 2x451020 II .44 ^�1 I' 10 0 6x818020_ 63818020— 8 i— ►III 0.-M-1 ► _1.— 3x0 M020� 338 M820� 1.00 FII 9 -1-8 13 -04 22 -2-0 I + 9 -1-8 3 -11-0 9 -1-8 Plate Offsets X • 1:0- 2- 4,0 -1-0 , :0-5.0 0 -1-8 :0-5 -0 0 -14 :0 -2 - 0 -1-0 - :0.4-0,0 -2 -1 10:0 -4-0 0 -2 -12 LOADING (psf) SPACING 2 -0-0 CSI DEFL In (loo) Weft Ltd PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.78 Vert(LL) 0.47 9 -10 >552 240 M1120 249/190 TCDL 15.0 Lumber Increase 123 BC 0.94 Vert(TL) -0.87 7 -9 >295 180 BCLL 0.0 Rep Stress !nor YES WB 0.20 Horz(TL) 0.30 7 ilia n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 95 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6 -12 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 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1398/0 -8 -0, 7 =1398/0 -8-0 Max Uplift2= 911(load case 2), 7=- 911(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1- 24/40, 2 -13=- 4496/1677, 3 -13=- 442811895, 3-4=- 392411475, 4-5=- 3824/1474, 5- 6=3924/1475, 8 -14=- 4428/1895, 7 -14= 4498/1877, 7-84/40 BOT CHORD 2-10=-1471/4285, 9 -10=- 121213824, 7-9,...,1471/4285 WEBS 3 -10=- 683 /260, 4-10= 45/546, 5- 9=45/546, 6- 9=483/260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL=9.0psf BCDL=8.0psf Category II; Exp C; enclosed; C-C Exterior(2) -2 -0-7 to 0-11-9 , Interior(1) 0 -11 -9 to 21 -2 -7, Exterior(2) 21 -2 -7 to 24 -2 -7; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 911 lb uplift at joint 2 and 911 lb uplift at joint 7. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-90, 4- 5=-90, 5.8 —90, 2-10=-20, 9- 10= -20, 7-9=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -2 =155, 2- 13=91, 4.13 =59, 45=67, 5- 14=69, 7- 14=91, 7. 8=155, 2- 10= -12, 9- 18=-12, 7-9=-12 Horz: 1-2=-173, 2 -13=- 109, 4-13= -77, 5- 14=77, 7- 14=109, 75=173 3) 1st unbalanced Regular. Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (p1/) Vert 1-4=-90, 4- 6=-90, 5-8= -30, 2- 10= -20, 9- 10= -20, 7 -9=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1.4= -30, 4-5=-90, 5.8 =90, 2- 10 = -20, 9- 10= -20, 7 -9=20 Job 6138 Truss HG1 Truss Type ROOF TRUSS Qtiw •• 1 • •0 • ly • • • • FLA. PROFFESIONAL SERVICES. 0003 ••• • •• •t •r• $� 0.1 �c d 8.1008 BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO • • MITek InnAustrles, Inc. Thu Mar 08 10:22:47 2007 Page 1 -2 -0-0 4-7 -13 7 -0-0 2 -0-0 2x4 11 4-7 -13 2-4-3 3.00 • 2 6210 0.1116 NB 2x4 II 4 7x10 M I8H= 8 • • ••• • i 15-2-0 17-6 -3 • • ••• 2.4 11 6 414 -1-m•• • • • • • • • • • • • • • is • 2 -•4.3• •• • • • • • •• • • • • • • • • • • • • • 22 -2-0 4-7 -13 ••• • • • • • ••• • • • •• ••• •• • ••• • • • • •• • • • • • • •• • • • •• • 7210 61118H= •'M• • • • • ••• ••• 7 6210 61716 WB� 62x9 411 0 24-2-0 2 -0-0 Seats -1:442 Gil 3210 = 1.001i1 16 324 = 18 7x6 = 14 13 328 = 7x6 = 12 224 _ 11 324 = 495 1 7-3-0 11 -1-0 14-11-0 17 -4-11 49 -5 2-5-11 3 -10-0 3 -10-0 2 -5-11 3210 = 22 -2-0 4-9 -5 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0], [2:0.4-0,0 -1-8], [4:0- 40,Edge], [5:0 6 -0,0 -2 8], [7:04 -0,0 -2.8], [8:044,Edge], [10:0.4- 0,0 -1.8], [11:0 - 2.4,0.1 -0], [12:0 -1- 12,0 -1 -8], [13:0- 3 -0,0 -6 -0], [15:0 -3-0 ,0-5-0], [16:0 -1- 12,0 -1-8] 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 NO Code FBC2004/TPI2002 CSI TC 0.66 BC 0.65 WB 0.41 (Matrix) DEFL In (loc) Udefl Lid Vert(LL) 0.99 14 >260 240 Vert(TL) -0.97 14 >265 180 Horz(TL) -0.25 10 Ida n/a PLATES GRIP MT20 244/190 MT18H 244/190 MT16 171/147 Weight: 241 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD BOT CHORD 2 X 6 SYP DSS BOT CHORD WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2 =2594/0.8 -0,10 =2594/0 -8-0 Max Uplift2= 2602(load case 2),10= 2602(ioad case 2) Structural wood sheathing directly applied or 3 -11-8 oc puffins. Rigid ceiling directly applied or 5-1 -15 oc bracing. FORCES (Ib) - Maximum Compresslon/Maximum Tension TOP CHORD 1- 2=0/47, 2-19=-9950/9369, 3 -19 =9876/9385, 3-4=- 9836//9350, 44=- 9827/9359, 5-6 =- 12600/12702, 6 -7=- 12600/12702, 7- 8=- 9827/9359, 8 -9= 9837/9350, 9-20=-9876/9385, 10-20=-9950/9369, 10-11=0/47 BOT CHORD 2 -16 =4904/9662,15 -16=- 11190/11384,14-15= - 11728/ 11878,13 -14=- 11728111878,12 -13=- 11190/11384,10 -12=- 890419562 WEBS 3 -16 =- 157/247,6 - 14=483/ 376,9 -12=- 1571247,5 -14=- 7711988,7 -14= -771/ 988,7 -12 =- 2192/ 2548, 5 -16=- 2192/2548,5 -15=- 2910/2719, 7-13=-2910/2719 NOTES 1) 2 -ply truss to be connected together with 10d (0.148 "x3 ") 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. 2) Ali Toads are considered equally applied to all piles, 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. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL 9.Opsf; BCDL=6.0psf; Category II; Exp C; enclosed; C-C Exterior(2) -2 -0-7 to 0 -11 -9 , Interior(1) 0 -11 -9 to 21 -2 -7, Exterior(2) 21 -2 -7 to 24-2 -7; Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water pondlng. 6) Ail plates are MT20 plates unless otherwise indicated. 7) Thls truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Bearing at Joint(s) 2,10 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2602 Ib uplift at Joint 2 and 2602 lb uplift at Joint 10. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 978 lb up at 14-11 -0, and 706 Ib down and 978 lb up at 7-3-0 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 (plf) Vert: 1-5=-90, 5-7=416(F=46), 7- 11= -90, 2 -15=- 20,13- 15= -120(F =100),10- 13=-20 Concentrated Loads (Ib) Vert: 15=- 706(F)13= 706(F) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Continued on page 2 Job 6138 Truss HG1 Truss Type ROOF TRUSS BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. Oty :Iy FLA. PROFFESIONAL SERVICES. ••• • • • ••• 0003 •1••••• • • • •• •• • • • J ' • 8400 s 9 M M k k I styles, Inc. Thu Mar 0810:22:47 2007 Page 2 • • • ••• • • • • •s• LOAD CASE(S) Uniform Loads (plf) • • • • Vert: 1 -2 =155, 2- 19=91, 5-19=59, 5-7= 115 (F =48), 7- 20=59,10 -20= 91,10 -11 =155, 2- 15=12, 1Y -1 Bel 19(Fs131),19 43=-1 • • • • • • Horz:1- 2-173, 2- 19=- 109, 5- 19= -77, 7.20= 77,10 -20= 109,10 -11 =173 • • • • • • • • • • • • • • • • Drag: 5- O0(F =-0), 6-7=0(F=0), 14-1541(F),13- 14 =-0(F) • • • • • • • 5-6=-0(F=-0), • • • Concentrated Loads (Ib) • • • • • • • • • • • Vert: 15=978(F) 13= 978(F) • • 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert 1- 5=-90, 5- 7 =- 116(F = -26), 7- 11 =-30, 2 -15=- 20,13- 15=- 120(F =- 100),10- 13=-20 • • • • • • • • • • • • • Concentrated Loads Ib • • • • • • • • • • Vert 15=-706(F) 13=- 706(F) • • • • • • • • 4) 2nd unbalanced Regular: Lumber Increase =1.33, Plate Increase=1.00 • • Uniform Loads (plf) • • • • • • • ••• • • • Vert 1 -5=30, 5- 7 =- 118(F= -26), 7- 11 =-90, 2- 15=- 20,13- 15=- 120(F=- 100),10- 13=-20 Concentrated Loads (Ib) Vert 15=- 706(F) 13=- 706(F) Job 8138 . Truss J1 Truss Type ROOF TRUSS QV •• •• 4 • • • Ply y • •• • • • 1 • • FLA. PROFFESIONAL SERVICES. • • • ••• 0004 • • •• •• • _= 9 BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • • 4.400 • :008 Ml r In6ustrles, Inc. Thu Mar 0810:22:47 2007 Page 1 • • ••• • • • • •:• -2 -0-0 1 -0-0 � 3 2 -0-0 • • • • 1-0-0 • • • • •• ••• • ••• ...: -1:5.1 • • • • • • •• • • • •• • • • • • • • • • • ••• ••• • • • •• • • • • •• ••_ •• 3.00 13 • • ••• • • - ••::•.,:.,r. .4 • • • • ••• •• 254 51520 II 1 -0-0 1 -0-0 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) Udefl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.82 Vert(LL) 0.00 2 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 2-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc purlins. OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. REACTIONS (lb/size) 22910 -8 -0, 3=- 357 /Mechanical, 3=- 357/Mechanical Max Horz 2=127(load case 2) Max Uplift2=- 1119(load case 2), 3=- 357(load case 1), 3=357(load case 1) Max Gray 2�29(Ioad case 1), 3=667(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2/52, 2-3=- 101/161 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL =.Opsf BCDL=8.0psf; Category 11; Exp C; enclosed; C-C Exterlor(2); 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 1119 Ib uplift at Joint 2 and 357 Ib uplift at Joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert: 13=-90 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 1-2=155, 2 -3=130 Horz: 1 -2= -173, 2-3=-148 Job • 6138 Truss J3 Trues Type ROOF TRUSS Ott 4 9 • • • PIy • • ••• •1 • FLA. PROFFESIONAL SERVICES. • • • ••• 0005 • • • • • • J$1 BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO_ • • 400 a 9 21ro6 Ml'�k Indrstries, Inc. Thu Mar 0810:22:48 2007 Page 1 Oes N l In • • ••• • -2 -0-0 3-0-0 • • • ••• 224 121120 11 2 -0-0 2 3.00 Ill • ••• 3 -0-0 • • • ••• • ••• • • •• • •• • •• • • • • •• • • • • • • • • • • • • • • •• • • • • • ••• • ••• • • • • • • • • •• • • • 3 Scale 1:8.8 334 M020= 3 -0-0 4 3 -0-0 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -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 Incr YES Code FBC20041TP12002 CSI TC 0.78 BC 0.03 WB 0.00 (Matrix) DEFL In (Ioc) I/defl Lid Vert(LL) 0.00 2 "" 240 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 nla nla PLATES GRIP MI120 249/190 Weight: 15 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 3= 20/Mechanical, 2= 453/0 -8 -0, 4=26/Mechanical Max Horz 2 =196(Ioad case 2) Max Uplift3 =- 13(Ioad case 2), 2=- 678(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-24/40, 2-3 =-62/0 BOT CHORD 2-4=-2/2 BRACING TOP CHORD Structural wood sheathing directly applied or 3 -0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) WInd: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL=6.0psf; Category II; Exp C; enclosed; C-C Exterior(2); 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) Bearing at joint(s) 2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at joint 3 and 678 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-90, 2 -4= -20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 1 -2 =155, 2- 3=130, 24= -12 Horz: 1 -2= -173, 2- 3=-148 Job 8138 Truss J6 Truss Type ROOF TRUSS Qty 4 PI= • • • ••1 :LA•MPFFEVONIA. SERVICE . • • 0008 • • • • •• • • • • •• • • • ••ptN• • • • e nal) mil) • • BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. • 41s 8.40• s 8 2 W eR •es, Iqp. Thu Mar 0810:22:48 2007 Page 1 -2 -0-0 5-0-0 • ••• 2 -0-0 234 MI120 it 3x4 A•20= •••at: •• • • • • • • • •• • • • • • • • • • • ••• • ••• ••• • • • •• • • • • • • • • 3 ••• oo 0 ••• ••• ••• •• 0000 • ••• • • • • 3.0012 •• • • • • • 5-0-0 1.00 1,11 4 Scale 1:111 5-0-0 3 Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -01 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 0.78 BC 0.09 WB 0.00 (Matrix) DEFL in (loci Udell lid Vert(LL) 0.00 2 --- 240 Vert(LL) -0.04 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MI120 249/190 Weight: 21 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 3= 152/Mechanical, 2= 521 /0 -8-0, 4= 46/Mechanical Max Horz 2= 270(load case 2) Max Uplift3 =- 228(load case 2), 2=- 711(Ioad case 2) FORCES (Ib) - Maximum Compression/Maxlmum Tension TOP CHORD 1-2/40, 2- 3=44/30 BOT CHORD 24= -3/3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf; BCDL=8.0paf; Category II; Exp C; enclosed; C-C Exterlor(2); 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) Bearing at Jolnt(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 3 and 711 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-3=-90, 2 -4= -20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 1- 2=155,2- 3=130,2.4= -12 Horz: 1-2=-173, 2- 3= -148 rt 6138 Truss J7 Truss Type ROOF TRUSS Qty 5 Ply g0FFESIONAL SERVICES. 0007 •• • • ••• •• • • • ••• • • 1 • • • 1� • • • . Job Referee (pptlpna1) • • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • B. s Qt� 6 2068 NITek Indus tees, it. Thu Mar 0810:22:46 2007 Page 1 • • • • • ••• -2 -0-0 7 -0-0 2 -0-0 ;tip ••• • •• • • ••• • ••• • • Scale =1:12.2 • • •• • • •• • • • •• • • • • • • • • • • • • • • • • • • •• Y • • ••• 1 • ••• • • • • • • • • • • • • • • 3.12 • ••• • • • • • • 00 • • • • • ••• 7 1 2 `T 724 M112011 111111001 4 i i 1 'III Il 1.00 12 1111111.- IIIIM 3x4120= 7 -0-0 7 -0-0 Plate Offsets (X,Y): [1:0- 2.4,0 -1 -0] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I/dell Lld PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.78 Vert(LL) 0.00 2 240 MI120 249/190 TCDL 15.0 Lumber increase 1.33 BC 0.19 Vert(TL) -0.15 2-4 >527 180 BCLL 0.0 Rep Stress lncr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight 27 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc puffins. 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) 3=259/Mechanical, 2 15/0 -8 -0, 4=86/Mechanical Max Horz 2=302(load case 2) Max Uplift3=- 343(Ioad case 2), 2=- 691(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 2=0/40, 2-6=- 121/0, 6 -7- 118/0, 3 -7 =- 102/62 BOT CHORD 2- 4=-4/4 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL=9.0psf BCDL 6.Opsf; Category I1; Exp C; enclosed; C-C Exterior(2) -2 -0-7 to 0 -11 -9 , interior(1) 0 -11 -9 to 2-8 -5, Exterior(2) 2.8-6 to 6 -11-4; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 Ib uplift at joint 3 and 691 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (pif) Vert: 1-3=-90, 2 -4=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 1- 2=156, 2. 6=122, 6 -7=65, 3- 7=122, 2.4= -12 Horz: 1-2=-173, 2-6= -140, 6- 7=-83, 3 -7 -140 Job Truss Truss Type Qty PIN PROFFESIONAL SERVICES. •• • •' • • • ••• 0008 8138 SI ROOF TRUSS 1 • • 1 • • • • • • • • Job geferepc@ rPPt�) • • - -- -- - - BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. 6.468 s OOt: 201t6 ? lT Industlles, IlIsc. Thu Mar 0810:22: • • • • ••• -2 -0-0 7 -3 -13 11 -0-0 1111-0 14-10-3 2 -0-0 7-3-13 3-8-3 0 -1-0 3-9-3 • • • • • • • • •• • • • • • • • • • • 2x4 M820 11 3.00 12 °}210 403 M°20 22-2-0 • ••73 -13 • ••• •• • • • • • •• • • • • •• • • • • • • ••• •• • • • • • • • • •• ••• •• • • • • • • • • • ... • • ��• •• • ••. • s • • • ••• • •• zxa Mato OZO 14 •�• 11 182x4Ba20� 334 M1120 4 EMI 18 s 10 =� 838 M020= 8M1 MINA 1 3x8 8°20 ,, too 18 11 -0-0 11 -0-0 24-2 -0 2 -0-0 Scale 1:48.0 2x4 8020 II 338 M820 22 -2-0 11 -1-0 Plate Offsets X : 1:0 -2-4 0 -1-0 :0-5-0 0 -1 ::0- 5-0,0 -1.8 , :0 -2.4 0.1-0 10 :0.4 -0 0 -2 -1 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 0.87 BC 0.88 WB 0.39 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) 0.61 10 >509 240 Vert(TL) -0.97 8 -10 >286 180 Horz(TL) 0.30 8 nla n/a PLATES GRIP M1120 Weight: 93 Ib 2491190 LUMBER TOP CHORD 2 X 4 SYP Not BOT CHORD 2 X 4 SYP Not WEBS 2X4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2=1396/0 -8 -0, 8 =1396/0 -8-0 Max Upllft2 — 989(Ioad case 2), 8=- 989(load case 2) BRACING TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4-1-4 oc bracing. FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/40, 2- 13=- 4366/2076, 3- 13=- 4289/2080, 3- 4=- 4241/2109, 4-14=- 3460 / 1631, 5-14=- 3415/1644, 5-15=- 3415/1644, 6 -15=- 3460/1631,6- 7=-4241/2109,7- 16=-4289/2080,8 -16=- 4368/2076,8- 9=0/40 BOT CHORD 2- 10=- 185814159, 8 -10=- 1858/4159 WEBS 4-10 = - 936/539,6 -10 =- 371/1290,6 -10=- 935/539 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL=6.0psf; Category 11; Exp C; enclosed; C-C Exterior(2) -2 -0-7 to 0 -11-9 , Interior(1) 0 -11 -9 to 8 -1 -0, Exterior(2) 8 -1-0 to 11 -1 -0, Interior(1)14 -1-0 to 21 -2 -7; 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 Ib uplift at joint 2 and 989 Ib uplift at joint 8. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-90, 5-9=-90, 2- 10= -20, 8- 10=-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p11) Vert: 1 -2 =155, 2- 13=91,13- 14=59, 5- 14=91, 5- 15=91,15- 16=59, 8- 16=91, 8- 9=155, 2- 19=-12, 8- 19=-12 Horz: 1-2=-173, 2-13=-109, 13 -14 -77, 5-14=- 109, 5-15=109, 15-16=77, 8- 16=109, 8-9 =173 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert:1- 5=-90, 5- 9=-30, 2- 10= -20, 8- 10=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 5=30, 5- 9=-90, 2- 10= -20, 8- 10=-20 Job Truss Truss Type Qty ELA•PjtrFFESIONAL SERVICES. 6138 S2 ROOF TRUSS 6 • • •1 • • • • • • • • • • • • 0009 • ob RefererrC%(PtiSnal • • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • 8. s t_c! 9 2006 M{Telilndustges, It. Thu Mar 0810:22:60 2007 Page 1 -2 -0-0 7-3 -13 11 -1-0 2 -0-0 7 -3 -13 3.00 12 234 19020= 334 141120,- 14 3 -9 -3 438 19020= 8 14 -10 -3 3-9 -3 ,.• • •: • • • • • • • • • • • • • • • ••• 22 -2-0 •• • �r%?3'13 ••• ••• • • •• • • • •• • • • • • 8• ••• ••• • • ••• . • o • •• ••• • •• •• ••. • • • • • • • • • • ••• • • • • • • • ••• ••• • 16224 A1920: 334 56020= 7 '7 2341902011 33819020 11 -1-0 10 8388020= 11 -1-0 22 -2-0 24-2-0 2 -0-0 Scale- 1:44.4 8 2341902011 9 �d 33819020= Job 6138 Truss V12 Truss Type ROOF TRUSS Qty 1 PIp • • • •1 • gLA•PftgFFESIONAL SERVICES. 0010 • . • • • . • • • • • • bRflfemi pt(9naff • • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. : 6. s l'acr 2 2096 MiTeb Industees, hp. Thu Mar 0810:22:61 2007 Page 1 6-0-0 • • ••• 12 -0-0 6 -0-0 3.00 12 30022920= 2 • ••• • • • • •• •• 0 ••• ••• • • • • • • • • •• • • • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • o • •• ••• •• • • • • • • • 1•• •• • • • • • • •• • • • • • ••• ••• 3 amle =1:19.4 304 M020,' 12 -0-0 3x4 M920� 12 -0-0 Plate Offsets (X,Y): [2:03 -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 !nor YES Code FBC2004ITPI2002 CSI TC 0.45 BC 0.38 WB 0.00 (Matrix) DEFL In (loc) Uden Ltd Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.02 3 n/a n/a PLATES GRIP MI120 249/190 Weight 33 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 REACTIONS (Ib /size) 1=530/12 -0-0, 3=630/12 -0-0 Max Uplift1 =- 439(load case 2), 3=- 439(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=- 1200/1105, 23= 120011105 BOT CHORD 13=- 993/1138 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 5-1 -10 oc purlins. Rigid ceiling directly applied or 6 -1-5 oc bracing. NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL=6.0psf; Category 1I; 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 439 Ib uplift at joint 1 and 439 Ib uplift at Joint 3. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-90, 2 -3= 90,13= -20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plt) Vert: 1 -2 =103, 2-3=103, 1-3=-12 Horz: 1-2=-121, 2 -3=121 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1 -2-90, 23=- 30,13 =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 Job 8138 Truss V18 Truss Type ROOF TRUSS Qty 1 PIy 1 • •I I A,�j2QFFESIONAL SERVICES. • • • • • • • • : •: • 0011 obR5feren�(•ptIO1aif ��rr BEST TRUSS CO.. MIAMI. FL. BEST TRUSS CO. . 8. Oc 92009 Mp eMindusirLs. In!. Thu Mar 0810:22:52 2007 Page 1 8 -0-0 • • • • ••• 16 -0-0 8 -0-0 3.00 12 •• ••• • • *AO) • ••• • • • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • ••• • • 63t12 M616H= •• 00 • ••• i•• j•• ••• • • • • • • •• • • • • • • • • • • •• • • •• • • • • ••• ••• Scale =1:25.0 3306 M020 028 M020= 16 -0-0 308 Mn2 16 -0-0 Plate Offsets (X,Y): [1:0- 2- 12,0 -1-8], [3:0 -2- 12,0 -1- 8],[4:04-0,0 -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 Incr YES Code FBC2004ITPI2002 CSI TC 0.56 BC 0.34 WB 0.19 (Matrix) DEFL In (loc) Iidefl Lid Vert(LL) n/a - nla 999 Vert(TL) n/a - n/a 999 Horz(TL) 0.00 3 nla n/a PLATES GRIP MI120 249/190 MII18H 195/188 Weight: 47 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 1 =289/16 -0-0, 3=289/16 -0-0, 4=922/16 -0-0 Max Uplift1=- 211(load case 2), 3=211(load case 2), 4=632(load case 2) Max Grey 1=312(load case 3), 3=312(load case 4), 4 922(load case 1) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1- 5=- 93/61, 5-6=-28/62, 2.6 =7/78, 2- 7= -7/78, 7-8=- 28162, 3- 8= -93/81 BOT CHORD 1- 4=0/29, 3- 4=0/29 WEBS 2- 4=- 691/643 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6 -0-0 oc purlins. Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered forthls design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL=6.0psf; Category 8; Exp C; enclosed; C-C Exterlor(2) 1 -2-3 to 4-2-3, Interior(1) 4-2-3 to 5 -0-0, Exterior(2) 5-0-0 to 8 -0-0, Interior(1) 11-0-0 to 11 -9 -13; 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) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 Ib uplift at joint 1, 211 Ib uplift at joint 3 and 632 Ib uplift at joint 4. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-2=-90, 2-3=-90, 1-3=40 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert 1 -6=93, 5-610, 2 -6=93, 2 -7=93, 7 -8=80, 3. 8=93,1 -3=-12 Horz: 1-5= -111, 5. 8=-78, 2- 8= -111, 2 -7 =111, 7.8 =78, 3-8=111 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 1-2=-90, 2 -3=- 30,13= -20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-2=-30, 23=- 90,13 =20 Job 8138 Truss Truss Type ROOF TRUSS Qty 1 PI= ••••• iLhflRPFFE§1014 . SERVICES. 0012 • • • •• •i ••• 4 8 elnduatl9es BEST TRUSS CO., MIAMI, FL, EST TRUSS CO. • 8.406s 20 Tel hoc. Thu Mar 0810:22:632007 Page 1 • ••• 10-0-0 20 -0-0 1 10 -0-0 •e• ee: • • •N• -0-0 • ••• • • • • • • • • • • • • s • • • • scale: 318'°1• • • • • • • • • • • • • • • ••• • ••• • • ••• : : •e• :•• ••• e•• • • •: 43014120= • • : : • • • • • • • • •• • • e•e •• 3.0012 3 • • e • • ••• ••e i1i2i;I 19 • MIN 'ii ;'6666'6 ..0i ..; ..i .. ...; .. _ _ _ _ W _ •_ _ ... _ _ _...w_e... e.eV.V.Vew.oee_e� � !..e!. .e etelVeN!4! !:! !:!: ..:.:.:.:ee_:_:.:e.:_•eee � �.:Ve Ve!e!.!.!.!w.!.!.!eNeWeNeeW.e_eeVANVw !eV'eNt4!4N_eoeMeMeNVe.e.eVeteteV_e•NNeM4�ee_ 36 21020, 2914202011 33414020= 20 14112011 bet 0020II 3x4111020.= 20-0-0 20 -0-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (Ioc) I/defl Lid PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.31 Vert(LL) n/a - n/a 999 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.16 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC200411P12002 (Matrix) Weight 62 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6 -0-0 oc purllns. 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 (Ib /size) 1 =215/20 -0-0, 5=215/20 -0-0, 7=355/20 -0-0, 9=577/20 -0-0, 8 =577/20 -0-0 Max Upli t1- 147(Ioad case 2), 5=- 147(load case 2), 7- 203(load case 2), 9=- 356(load case 2), 6-356(load case 2) Max Gray 1 =215(load case 1), 5=215(loed case 1), 7 =355(Ioad case 1), 9= 588(load case 3), 6= 586(ioad case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -10=- 58/12, 2 -10 -1/51, 2 -11=- 80/116, 3-11=-11/132, 3- 12= -11/ 132, 4-12=- 601118, 4-13= 1/51, 5-13 -48/12 BOT CHORD 1-94/48, 8 -9 =0/48, 7- 84)/48, 6- 74/48, 5.64/48 WEBS 3 -7=- 307/267, 2- 9=455/377, 4- 8=-455/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =loft; TCDL=9.0psf; BCDL 6.Opsf; Category It; Exp C; enclosed; C-C Exterior(2) 1-2-3 to 4-2-3, Interior(1) 4-2-3 to 7 -0-0, Exterior(2) 7 -0-0 to 10 -0-0, interior(1) 13-0-0 to 15-9-13; 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 147 Ib uplift at joint 1,147 Ib uplift at joint 5, 203 Ib uplift at joint 7, 356 Ib uplift at joint 9 and 358 Ib uplift at joint 8. LOAD CASE(S) 1) Regular. Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 13 -90, 3- 5-90,1 -5-20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert: 1- 10=91,10- 11 =59, 3- 11=91, 3- 12=91,12- 13=59, 5- 13=91,1 -5-12 Horz:1 -19=- 109,10- 11 =77, 3 -11 =109, 3- 12=109,12- 13=77, 5- 12=109 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p1f) Vert: 1-3=-90, 3 -5=- 30,1 -5-20 4) 2nd unbalanced Regular. Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (p11) Vert 1- 3=-30, 3-5=- 90,1 -5=-20 Job . Truss Truss Type Qty Pty •• •• QLA.ipitQFFE^ONA: SERVICES. • 41". • ••• 0013 8138 V4 ROOF TRUSS 1 : •1 • • • • • ..e.: • BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. s 6 400.8 t MIteMindu 1 Thu Mar 08 10:22:63 2007 Page 1 2 -0-0 • • • ••• 4-0-0 2 -0-0 2 334 8220= • ••• • •40-0 • • • •• • • ••• • • •• • • •• • • • • •• • • • • • • • • • • • • • ••• ••• • • • Scale 1:8.8 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 0.06 BC 0.00 WB 0.00 (Matrix) DEFL in (loc) Udefl Lid Vert(LL) n/a - n/a 999 Vert(TL) nla - Na 999 Horz(TL) 0.00 3 n/a Na PLATES GRIP MI120 249/190 Weight: 6 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 REACTIONS (Ib /size) 1=63/4-0-0, 2 =126/4-0-0, 3= 63/4-0-0 Max Uplift1= 97(Ioad case 2), 2=- 169(load case 2), 3=- 97(load case 2) FORCES (Ib) - Maximum Compression/Maxlmum Tension TOP CHORD 1 -2 =- 12/29, 2-3 =12/29 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 -0-0 oc bracing. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 9.0p8f; BCDL=6.0paf; 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 97 Ib uplift at joint 1,169 Ib uplift at joint 2 and 97 Ib uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. 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 (pif) 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 (plf) Vert 1- 2 = -90, 23 =-30 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1-2=-30, 2-3=-90 Job. 6138 Truss V• Truss Type ROOF TRUSS Qty 1 Ply •• •• e1 : 8LA•PORFFEjONAL SERVICES. • • • ••• 0014 • • • • • • • • j • • b rer.a(•ptlenalI BEST TRUSS CO., MIAMI, FL, BEST TRUSS CO. • 8. s t T M*Te.Indust�es, hg. Thu Mar 08 10:22:64 2007 Page 1 I 4-0-0 8 -0-0 � 4-0-0 • • • • • •4.0-0 •• • • • • ••• ••• Scale =1:128 •• • • • • •• • • • •• • • • • • • • • • • • • • • ••• °°° • • 324 M020= • • • •• 2 •• • ••• • • 3.00 12 ••• ••• • • • • • • • • • 1 3 'i i i i ii*IMOi i Oi 00�0M iii 'iii :* iiii:ii110:ii :• ii JOi i:i:i:i:i:i0 •0 0 00 0.•.4'� •�iiiii�i�ii i�J� � Zt i i i1!i!i!0i!i!i0 324 M020a 3x4 01020, 8-0-0 8 -0-0 Plate Offsets (X,Y): 12:0- 2 -0,Edge] LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.00 TC 0.32 Vert(LL) Na Na 988 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.22 Vert(TL) Na - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.01 3 Na Na BCDL 10.0 Code FBC2004/TP12002 (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 7 -11-4 oc bracing. REACTIONS (Ib /size) 1= 310/8 -0-0, 3=310/8 -0-0 Max Uplift1 =296(Ioad case 2), 3= 296(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=- 547/685, 2- 3=- 5471685 BOT CHORD 1-3=-612/507 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 148mph (3- second gust); h =10ft; 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 296 Ib uplift at Joint 1 and 296 Ib uplift at joint 3. 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 Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) 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 (plf) Veit 1- 2 = -90, 2-3=40, 1-3=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate increase=1.00 Uniform Loads (plf) Vert: 1 -2-30, 23=- 90,13 =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 superiortotheprojectArchitect'sor Engineer's design specification for handling, installing and bracing wood trusses for a particular roof orfioor. These recommendations are based upon the collective experience of leading technical • • • • • • I:gig .11 • •' ?F4JSS'PLATQ Jpl$'U1 UTE 583 D'Onotrio Dr., Suite 200 Madison, Wisconsin 53719 (808) 833 -5900 personnel inthewoodtruss industry, but must, duetothe nature of responsibilities involved, be presented as a guideforthe 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. 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 Approximately Approximately Va truss length 1/2 truss length •• ••• •• _ • • • Truss spans•less than 30'.• • • • • • • Spreader Bar Toe In • • • • • • • • • • • MIII11111111, Approximately 1/2 to %truss len • h Toe In Spreader Bar Toe In Less than or equal 10 60' Approximately 1/2 to %truss len th • • • • • • • • • • Tag Une • • MECHANICAL INSTALLATION Litirhg devices should be connected to 10e truss top chord with a closed-loop attehment 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 Toe In Less than or equal to 60' Tag Une Tag Une Strongback/ SpreaderBar 10' I EISNER/ Approximately 1/210 1/2 truss length Strongback/ SpreaderBar At or above t mid-height Tag Une Greater than 60' 10' 10' ,..!■114; 151112ME-■-- Approximately 1/2 to 3/4 truss length Greater than 60' GROUND BRACING:BUILDING INTERIOR s. 144 truss of brad group ot trusses; ind brace (MN \ '4 Ground brace \\ lateral (LBG) • - Ground brace vertical (013v) Ground brace diagonals (GB0) Note: 2nd floor-system shall have adequate capacity to support ground braces. ndfioor 'GROUND BRACING: BUILDING EXTERIOR • , Typical vertical attachment Blocking End Wall Sid Plan \ / ; Chord GSV Ground brace diagonals (GBD) Ground brace vertical (GBv) Ground Brace , Verticals (GBv) C;;t: brace \ • Is! sa of bra "°u1— group of trusae - End brain, (EB) / Typical hod:wadsi tie member with multiple Makes (H7) Strut Top chords that are laterally braced can buckle togetherand cause collapse ',there Irmo diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling" are attached to thetopaide of the top chord. 12 --I 4 or greater =�g1� �__ 4�' •• ••. • SPAN • • e • • • ' AIITfIMUM PITCH ••••• • rOP CHOW tATERAte3ftACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 611. -* -: 4/12: :� . 8'. • . • • : 20 15 Over 42';48". 4/12; ••. •6': ! _ • 10 7 Over 44'1., 66; • 4/1n •. • 5'• • • 6 __ 4 Over 60' • See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine • • kW.- Hem -Fk• • .. • . SPF - Spruce -Pine -Fir • • • . • • • • • • • • • • • All lateral braces lapped at least 2 trusses. poptflious Top Chord Lateral Brace Required PITCHED TRUSS SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) (# 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 All lateral braces lapped at least 2 trusses. 12 s i�A�� JAW Pr/Jir -ter 5Q Top chords that are laterally braced can buckle togetherand cause collapse it 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. Frame 3 SCISSORS TRUSS -1 4 Or grainy' • • • SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) (# 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 DF - 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. .0 e t, s • Permanent 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 (DBs) (# 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 Flr -Larch SP - Southern Pine HF - Hem-Fir SPF - Spruce-Pine-Fir 2x4/2x6 F4AR*.L t CHORD:TRILSS: Top chords that are laterally braced can buckle togetherand cause collapse if there land diago- nal bracing. Diagorrolbrasipgrshoutd nail a to the underside di th• top chord wh purlins are attached to th) toplidebithrPtop /lord! • • •• • • • • • • ••• • •• • • 30a or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support End diagonals are ": stability and must be duplrcati both ends of the truss system. 4x2 PARALLEL CHORD TRUSS:TOP CHORD l Top chords that are laterally braced can buckle together and cause collapse inhere isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puriins are attached to the topside of the top chord. 1y Continuous Top n Chord \` Lateral Brace Required 10' or Greater Attachment Required —' 30'(088) End diagonals are essentialtc' stability and must be duplicated both ends of the truss system. Frame 5 3T /2" X X Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN ••• MINIMUM •;1•AtERAFC PITCH • • `• ••• • • • • • • • • T4P•CCIOILL: BI?A'C6,:SPA►CING(DBs) SPACING(LBs) • • •TOI• t ;(RD •DIAGON4L BRACE [# trusses] SP /DF SPF /HF Upto24' 3/12 ••• • 8'•• • i ?• .•.12 Over 24' - 42' 3/12 • . • • • 7'• i i • • 10 • •6 Over 42' - 54' 3/12 • : _ C • : 1 • ; :4 Over 54' See a registered profbss18M1 engiri'eer " DF Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir •• ••• •• • • • •• 0 • • • • • • • • •,C • • • •41,,9 • • •• ••• • • • • Diagonal brace also required on end verticals. • • • 12 - -3 or greater e• 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 puffins are attached to the topside of the top chord MONO TRUSS All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace - -`` Required 10' or Greater Attachment Required PLUMB A Truss Depth D(in) Lesser of D /50 or 2" INSTALLATION TOLERANCES D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2' 6' 84" 1 -3/4" 7' 96" 2' 8' 108" 2" 9' Maximum Misplacement Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T Length L(In) BOW -� "/4' -•- i Tc L(in) L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" I 8.3' 150" 3/4" I 12.5' t Lesser of L/200 or 2" L(In) Lesser of L/200 or 2" L(In) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. Frame 6 oDn A Nunbrac ed , truss r ens an y deuscriptiocn be pacedconst u ton toadsof o circmstanes rshould 0 MIAMHDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOD) . ... • • • ... .. .. • • • .. • • • • • • • • • • • • • • • ..• • • • . • • • • • . . • • .•• • •. . • •.. • • • • • ••• • ••• • • • • • • • • • • • • • • •• • • • • • • • • • MdANH- 1)ADICCcLQNTY, FLORIDA • • IA' TRO -BADE FLAGIER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 .•• • • • • ••• t ,fLO A33A3130 -1563 • • • • :(305I 3 , FAX (305) 375 -2908 • • • • • • • • • •• • • • • • ••• •• Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 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 High velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Wood Connectors LUS, HUS, HHUS, HGUS, HGUQ, SULJR, HSULJR, THASL/R & THA. APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss Hangers, LUS & HUS . Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA Hangers" dated June, 2002 with n� revisions, prepared by Simpson Strong -Tie Co., Inc. signed and sealed by J. M. Gilstrap, PE, bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance (NOD) 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 ", 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 Iiterature. 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 NOM 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 StrongIle ••. • • • •.• • • • •• .• • • • •• •• • • • • • • • • • • • • • • ••. • • • • • • • • • • • S 4��'s 1' i`''•9 9 • • • • gr THASR/L Hangers 23A6~ • • • • • • • • • • • • • ••• • • .. ••. •• • • • • • • • • • 101 ••• • • • • • HEADER HEADER JOIST SUL /R & HSUL /R INSTALLA TION 1Y4; 41f6�. B =2746" MIN. (4) l 0d NAILS INTO TOP OF HEADER JOIST THASL /R INSTALLATION 15/8" (A" for THASL2 7 8 -2) HEADER 14" 13/4. PLAN VIEW OF SKEWED HANGERS MODEL NO. GAUGE FASTENERS ALLOWABLE LOADS HEADER JOIST UPLIFT (133) FLOOR (100) SUL/R2643 16 6-16d 6 -10dX1 1/2 665 865 . HSUL/R26 -214 14 12 -16d 4-- 14dX2. 1/2 585 1315 THASL/R218t 18 18 —tOd' 4 -1OdX1 1/2 — 1250 THASL/R218 -27 18 18-10d1 4 -1OdX1 1/2 — 810 1. A minimum of (4)10d Nails must be nailed into the top of the header 2. Joist may be square cut or bevel cut 3. Allowable load is based on minimum of 2" thick header 4. Allowable Toad is based on minimum of 2" thick joist 5. Joists sholl be made of lumber with o SC210.55 or better SIMPSON 720 INC COUCH DR. 1720 MCKINNEY, TX 75069 TEL: (800)999 -5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dwg by. DSB Chk by. JMC Sheet A. or 5. • • • ••• • •• •• • • • MAXIMUM OVERHANGS •• ••• • - • • ••• • • • • ••• •• •• • • • • • • • • • • • • ••• OVERHANG WITHOUT RETURN • ••• • ••• • • • •• t • • • • • • • • • • • • 446.0• MA%. .• i!.:wo • • ••• •• • ••• • • • • • • • • • • • • „;,-r--1 F RETURN LEDGER BOLTED TO THE TIE eEAM IBY emu [MAY dB OMITmO rot o .N. '_• 1.4*) OVERHANG WITH RETURN GRADE OF LUMBER 19 PSF SOFFIT 2 PSF SOFFIT 2X4 2X0 2X4 1111619993N2Maiiiik UMW- No.2N0 19 SP 2-8-3 3 -18-11 2-94 4 4- . _p_ No.2 19 SP 2 -9-15 4 -8-11 30 2 -10-O 4-4-11 sc. 2x4 Nat 10SP No20 19 SP . 3-9-2 4-4-7 3-Q•0 4-8-12 NoIND t9 sr 3-0-2 4-5-0 3-04 4 -8 -11 Noel " 19 SP 3-1-11 4-7 -15 ' 2-0.0 4.9.13 No,10 19 SP 3-3-0 4-5-18 3-1x6 4-0-is • NOSS 19 SP 3-24 5-0`Q 3 4•9-13 , SS 19 SP 3-1-0 5-1-5 8 -i•6. 4•10-15 4) 11E1 �, •. OSS 19 SP 3.3 -11 5-Z-G 34 -15 .. f IJ1i 1. MOON C t E C 1 0 ? D FOR 140 WH %SI D tom 2. STRESS SCREAM. 33I 1111619993N2Maiiiik UMW- OM J,•_ _p_ FLORIDA SUM T.C. 2x4 No.2 19 SP TOP 30 if CODE 2001 sc. 2x4 Nat 10SP BOTTOM 0 10 W.0• 2x4 Na3 ID SP SPICROG 24' 0.C. STRUCTURES USA, INC. Memo eVerarroostitsma (305) 740 -5577 •!a ossiam a SUPPLY ALL 10!10 of sun coranarolli- 9EABErrr0 CON`Ri consulting Engineer Civil/Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667-6797 (Florida PE. 21522) APPROVED FOR STRUCTURES USA, INC. F9• Nano: Mixdrn •n Owlwips Ow 20'04* Shut Lisc rx m Owrhaq • • ••• 0 • • ••• •• 00 • • • •• •• • I. • • • ••• • 7' - 0" CORNER tE • ' : •: • • • • • • ••• 0 U FW� • • • • • • • • • • ••• • • • • • • • •• • • • • •• • • • 0 ••• • • • • • • • ••• • ••• •• • • • • • •• • • • 0 • • • • • • • ••1 ••• ••• • • • a 1 TOP CORD CONNECTION: Comer Jacks - USP - RT3 7' -0" JACKS - USP - RT3 5' -0" JACKS - USP - RT3 3' -0" JACKS - USP - RT3 1' -0" JACKS - USP - RT3 2 x 6 STD. HEEL HT. MAX. NOTE: THIS DESIGN HAS BEEN CHECKED FOR 146 MPH WIND LOAD. WALL HT. 10 FT MAX PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS 925 Itr. STRESS INCREASE = 33 %. 12 Min. P = 1.4 Max. P = 6.5 } • • • • •• PARTIAL ROOF LAYOUT 3'-0' Max. BOTTOM CORD CONNECTION: Comer Jacks - USPsiNepsola, 7'-0" JACKS - USP CLPBF 5' -0" JACKS - (2) 8d NAILS 3' -0" JACKS - (2) 8d NAILS 1'-0" JACKS - (2) 8d NAILS COMMON JACKS •• • • • • •• • • • • ••• •• • • •• • • • • • ••• •• NAIL DESIGN LOADS. (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP H SPECIES (S.Y.P.): 8d COMMON NAILS = 78 6,. (Shear) 10d COMMON NAILS = 94 lb. (Shear) USP MANGERS DESIGN LOADS. (ACCORDING TO MIAMI-DADE BUILDING CODE COMPLIANCE OFFICE/ PRODUCT CONTROL DIVISION): RT3 HURRICANE CLIP = 365 lb. (Uptl t 133 %) w/(8) 8d x 1 -1/2" NOA No. 02- 0128.05 CLPBF BUTTERFLY HANGER = 815 lb. (Downward) w/ (15) 6d NOA No. 01- 1015.02 1.4.11-126 =1.890lb. (Uplift 133% & Downward) on (27) 16d NOA No. 00- 1227.01 a 143-424- - MINIMUM GRADE OF LUMBER: LOADING (PSF) ,..1_,_ D FLORIDA BUILDING T.0 2 x 4 No. 2 19 SP TOP 30 15 CODE 2001 B.C. 2 x 4 No. 2 19 SP BOTTOM 0 10 Webs 2 x4 No. 3 19 SP SPACING: 24' O.C. MAXIMUN ALLOWABLE LOADS: JACK SIZE T.C. (Node 2) Comer Jack 7-0" 5. 3'-0' 1'-0" UPLIFT (133 %) 365 5 365 lb 365 lb 365 5 3651, ROOF (125 %) 365 lb 385 (b 365 (b 365 (b 365 lb B.C. (Node 3) Comer Jack ;w -t--$ -^ UPLIFT (133%) 1,690 10, ,.�o,I�, . 208 (b ROOF (125%) 2.4Q9"p t181,5`Ib' T150/$105#,, t Ib STRUCTURES USA, INC. Zarciaam i I7diee: `O /I`S (ZOO) Too —I155 7 -'t>IE OESISN i SU•J'LT ILLL KHW 0* •x601. COIBECTON6- REMSERTO CONT E AS, RE. Consulting Engineer Civil/Structural 30 N.W. 87 Avenue, 11C-101 Miami, PL 33172 Phone: 4305) (Florida P.E. 21522) File Name: Hanger Cale Jack Nails - Stan BulMn (Aug 01- 04)Jds Sheet Jack Nals STANDARD ROOF VALID MAW ' ' PARTIAL ROOF LAYOUT Supporting Truss ••� ••• • :".See eats Vs 4x4 Strap 0 :4Q2x3� {typ • •: • : • •%' o.c. see Rote '(c) ••• •��f below 3x_.�� =� VALLEY AREA' 12 D4t'7 • • • • • • • • •• • • :516:48. 1t)�) ' •• • • • • ••• •• 3x6 sill. (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 -84 nails and bracing must be tied to a fired point at each end, (b) Max. spacing for vertical studs B' -0" On trusses with spans aver 24' -0' the vertu should be spaced. at 6'—O• o.c mox. (c) Conn. for wind uplift w/ min. 1 1/4 ". 18 ga. twist .strap at 4' -0" intervals w /4, 10d nails each side of strap. Max 100 mph wind. speed. 15' -0" mox wad height. Valley trusses at 2' -0" o.c. max. 1. DESIGN CHECKED FOR 146 MPH WPC LOAD. 2. STRESS INCREASE ■ 33 %. T.C. B.C. Wolso 6" wedge nailed to truss w /2 -6d toe nails • or bevel cut bottorn chord of volley truss. (ACCORDING To NATK*40/ DESIGN SPEC.) FOR GROUP 1 SPECIES (S.YA.): 9d 00MRAON NALS ■ 7I b. (Shear) 10d COMMON NALS - 94 b. (Sheer) 2:4 No.2 I9SP 2 :4 No.2 19 SP 2 :4 No.3 198P IMMO Ow) TOP 30 15 BOTTOM 0 10 SPACING: 24' O.C. FLOM% BUILDING COOS 2001 No60:may be extended bedew valley trusses. Peovide opening far maps to 000aect to trusses below. STRUCTURES USA, INC. (305) 740 -5577 'ws DIMION & SUPPLY ALL KIND OF STIR CONNICTOND' Fns Narrw Std Moor Va9wr Doted (Nov 294.* Shook SW Roof Volley REMBERTO CONTRERAS, P.E. Consulting Enoinat:( Civil /Structure 30 N.W. bra; 1 ' ► '' � ''. REM B RT !£ti 4181see u !No. Consult' ' 30 N.W. 87 Avg ve, Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 0 2004 (Podda P.E. 21522) /I& BEsTRUSS D aD aD aD D CONTRACT ## 72-4 4 2 7035 SW 44th STREET MIAMI, FL 33155 PH: (305) 667 -6797 FAX: (305) 667 -0592 1-800- 273 -1034 ENGINEERING PACKAGE CONTRACTOR: = LOPQA TLS 104uAL 5 U 5 ADDRESS: (2+i to 1 5-T I) t L 1- - SALES PERSON: c-71/ PREPARED BY: i4c.. t4 - JOB # l 4/1 DWG # 613 ENGINEERING DATE: / , /°5 ONE SET COPIES, RECEIVED BY: DATE: PRINT NAME: OK TO RELEASE ENGINEERING. X DATE: NOTE: THIS ENGINEERING 1S VALUABLE!! ADDITIONAL CHARGES FOR EXTRA COPIES AND /OR REPLACEMENTS!! REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS MUST BE MADE TO THE SELLER PRIOR TO INSTALLATION!! Project: Model: Block No: Lot No: Contact Site Office Name: Phone: Fax: To: FLORIDA PROFESIONAL SERV. Deliver To: 1247 NE.101 ST MIAMI,FL. Deliver To Address3 Tentative Delivery Date: Truss List Job Page: 1 of 1 Date: 10/6/2006 Project 6138 Account No: Designer. mtm Salesperson Quote 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 11: Importance factor =1.00 • • • • • • •• • Truss 0001 CJ9 0005 J3 0009 S2 0013 V4 Truss 0002 H1 0006 J5 0010 V12 0014 V8 �gIZEII'Vg e Y: 14:814N • • • • • •••• •••• • • • - •••• •••• •• • Truss . • Try • • 0003 HG1 CA • J1 0007 J7 • • 40808• 81 • 0011 V16 • 0812: V20 •••• • • • • • ••• • • • - - •••• • to • • • • •••••• • • • • • • PERMIT #: Wt. 06 411114 Miami Shores 9e APPROVED BY DATE ZONING DEPT BLDG DEPT FW1Ms SUBJECT TO COMPLIAN r WITH ALL F DE STATE AND COUNTY RULES AND REGULATIONS REMBERTO CONTRERAS, P.E. Consulting Engineer Civil/Structural 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) • • • • • • • • T 1 6 2006 OCT 1 6 200b To: FLORIDA PROFESIONAL SERV. Production List Job Number: Page: 1 Date: 10 -06 -2006 - 4:51:09 PM Project ID: 6138 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: 1247 NE.101 ST FL Account No: Designer. mtm Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Built By: 2 CJ9 45 lbs. each 9 - 10 - 1 2X4/2X4 ROOF TRUSS 2.12 0.71 2 - 9 - 15 0 - 0 - 0 21 BF -Ea 43 Total �i�i� 1 H1 94 lbs. each 22 -2 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 46 BF -Ea 46 Total -- - 2 (1) 2 -Ply HG1 120 Ibs. each 22 -2 -0 2X4/2X6 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 59 BF -Ea 119 Total ___ -, / -� 4 J1 7 lbs. each 1 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 2 -0 -0 0 -0 -0 4 BF -Ea 16 Total 4 J3 15 lbs. each 3 -0 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 0 -0 -0 8 BF -Ea 32 Total 4 J5 21 Ibs. each 5 -0 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 0 -0 -0 11 BF -Ea 43 Total • • • 5 J7 27 lbs. each 7 -0 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 0 -0 -0 y 13•BF -Bti *67 Total • '• . • • •' • •, • !I� /� �� =_ 1 Si 93 lbs. each 22 -2 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 44'13?'!111. •44 Total �•••'� • • •••• •••• 4 • �� f �� 5 S2 93 Ibs. each 22 -2 -0 2X4/2X4 ROOF TRUSS 3.00 1.00 2 -0 -0 2 -0 -0 44 $if�ra•420 Total •••• •• .• •• • • • • • 1 V12 32 lbs. each 12 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 15 BF -Ep :5 Total • • • • • • •••••• • • • • • • • • • • /11111\ 1 V16 46 lbs. each .16 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 . 23 B1. •. • a /3 Total. .. • • �� 1 V20 62 Ibs. each 20 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 29 BF -Ea 29 Total ® 1 V4 6 lbs. each 4 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 4 .BF Ea 4 Total 1 V8 20 lbs. each 8 -0 -0 2X4/2X4 ROOF TRUSS 3.00 0.00 0 -0 -0 0 -0 -0 9 BF -Ea 9 Total REMBERTO CONTRERAS, P.E. Con300 N W. Engineer #C-t101 Miami, FL 33172 Phone: (305) 667 -6797 .__._.__ nc nIB991 OCT 1 6 200b Job 6138 Truss CJ9 Truss Type ROOF TRUSS Qty 2 Ply 1 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. - 2 -9 -15 2 -9 -15 5 -8-3 5 -8 -3 FLA. PROFFESIONAL SERVICES. 0001 Job Reference (optional) 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Oct 06 16:52:33 2006 Page 1 9 -10 -1 4-1 -13 2.12 NY 3x4 M1120= 3x4 MII20= 3x6 M1120= 4 10 2 'sown ■ Scale = 1:23.3 3 x 4 MI120 I I 5 6 -01 -8 0 -1-8 3x6 MI120= 5-8 -3 7 8 3x8 MII20= 2x4 MI12011 0.71 •2 5-8-3 9 -10 -1 4 -1 -13 • LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.00 Lumber lncrease 1.33 Rep Stress Incr NO Code FBC2004ITPI2002 CSI TC 0.90 BC 0.58 WB 0.38 (Matrbr) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib /size) 7 =823/Mechanical, 2= 740/0 -10-9, 9=0/0 -1-8 Max Horz2= 228(load case 2) Max Uplift7= 370(load case 2), 2= 548(load case 2) DEFL in (loc) Udell L/d Vert(LL) 0.08 7-8 >999 240 Vert(TL) -0.16 8 >680 180 Horz(TL) -0.07 9 Na n/a • • 'PLATES • • MII•l0 • GRIP i•1tia • • • • •• • • • ••••yte • (�ht:45lb • •••••• .••• • • •••• BRACING • • • • TOP CHORD Structural wood sheathing directly Sillbffee or 4-3-14 oc ppirtnt, except end vertical®. BOT CHORD Rigid ceiling directly applied or 74iynping. • • • • • • • • •• •• •• • • • • • •••• • • • • • • •••• • • • •••• •• • • • • •• • FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -10 =0/35, 2 -10 =0/35, 2-3= 1712/395, 3-4=-1659/410, 4-5=-382/124, 5-6= 710, 5-7=-401/291 BOT CHORD 2-I--534/1649, 7-8=- 542/1658 WEBS 4-8-1/193, 4-7=-1325/359, 1 -9=0/0 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL=9.0psf; BCDL= 6.0psf, Category II; Exp C; enclosed; C-C Exterior(2) -2 -10-1 to 0 -1 -15, Interior(1) 0-1 -15 to 9 -10-1; 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 9. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 370 Ib uplift at joint 7 and 548 Ib uplift at joint 2. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (0). LOAD CASE(S) 1) Regular: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -10=90 Trapezoidal Loads (plf) Vert: 10=0(F =45, B=45)- to5=215(F —63, B=-63), 5=-155(F=-63, B=-63)-to-6=-161(F=-66, B =-66), 2=-2(F=9, B=9)- to-7=- 49(F =15, B =15) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1- 10=110 Horz: 1 -10 =128 Trapezoidal Loads (plf) Vert 10=3(F =33, B=-33)-to-5=154(F=46, B=46), 5=73(F =48, B=46)- to- 6= 78(F=48, B=48), 2- 1(F =5, B=5)- to-7=- 30(F =9, B -9) Horz: 10=3(F=42, B=42)- to-2=- 4(F =38, B =38), 2=-4(F=38, B=38)-to-3=-102(F=-11, B =11), 3=-102(F=-11, B=-11)-to-5=-197(F=-58, 8-58), 5- 116(F =58, B=-58)-to-6=-122(F=-61, B=-61) e • • • • Job 6138 Truss H1 Truss Type ROOF TRUSS Ply FLA. PROFFESIONAL SERVICES. 1 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. I -2 -0 -0 2 -0-0 2x4 MII20 11 ., 13 1 0002 Job Reference (optional) 6.200 s Od 18 2005 MITek Industries, Inc. Fri Oct 06 16:52:34 2006 Page 1 5-5 -0 9 -0-0 I 13 -2 -0 I 16 -9-0 I 22 -2 -0 5 -5 -0 3-7-0 4 -2 -0 3-7 -0 5 -5-0 2 -0 -0 24-2 -0 3.00 12 2x4 MI120= 3 4x9 MI120= 4 4x9 MI120= 5 2x4 MII20= 6 14 7 2x4 M112011 8 3x8 MII20 1 1.00 FIY1 9 -1-8 10 5x8 MI120= 9 -1 -8 13-0 -8 9 5x8 M1120= 3-11-0 1 22 -2 -0 9-1 -8 Plate Offsets LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 1:0 -2-4 0-1 1 2:0 -5-0 0-1-8 :0-5 -0 0-1-8 8:0 -2-4 0-1-0 9:0-4-0 0-2 -12 10:0 -4-0 0-2 -1 3x8 MI120= Scale: 1/4 " =1' 1• • •••••• •••••• • • • SPACING 2-0-0 Plates lncrease 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004JTPI2002 CSI TC 0.78 BC 0.94 WB 0.20 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) 0.47 9-10 >552 240 Vert(TL) -0.87 7 -9 >295 180 Horz(TL) 0.30 7 n/a n/a • •• PLATES (i�l�•• ••••o : o 2 ' ••• ° 249/190 +' • • • 000000 ••• • • • • • • Might 95 lb • • LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 2= 1396/0 -8-0, 7= 1396/0 -8-0 Max Up1if2- 911(load case 2), 7- 911(load case 2) •••• BRACING TOP CHORD Structural wood sheathing directly edIIfA' 1'2-6-12 qp purijps • BOT CHORD Rigid ceiling directly applied or 2 -3-9 Nohpncing. • • • • • • • •• • • • • ••• • • • • • • • • • •••• • • • •••• • • •• • • • • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/40, 2 -13=- 4498/1677, 3.13 -4428/ 1695, 3.4= -3924/ 1475, 4-5=-3824/1474, 5-34- 3924/1475, 6-14= 4428/1695, 7- 14- 4498/1877, 7- 8=0/40 BOT CHORD 2- 10- 1471/4285, 9-10=-1212/3824, 7 -9- 1471/4285 WEBS 3.10=- 683 / 260, 4-10=-65/546, 5.9-- 65/548, 6-9=-683/260 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf; BCDL= 6.0psf, Category II; Exp C; enclosed; C-C Exterior(2) -2 -0-7 to 0-11 -9, Interior(1) 0-11 -9 to 21 -2 -7, Exterior(2) 21 -2 -7 to 24 -2 -7; Lumber DOL =1.33 plate grip DOL =1.00. 3) Provide adequate drainage to prevent water ponding. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 911 Ib uplift at joint 2 and 911 Ib uplift at joint 7. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pli) Vert: 1-4=-90, 4-5-90, 5-8=-90, 2- 10=20, 9-10-20, 7 -8= 20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1- 2=155, 2- 13-91, 413459, 4 -5=87, 5- 14=59, 7- 14=91, 7- 8=155, 2- 10=12, 9- 10-12, 7 -9-12 Horz: 1 -2 -173, 2 -13 -109, 4-13 -77, 5- 14=77, 7 -14 =109, 7 -8=173 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pff) Vert 1- 4=-90, 4-5-90, 5- 8=-30, 2- 1(-20, 9 10=20, 7 -8 -20 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1-4=-30, 4-5-90, 5.8 -90, 2- 10-20, 9- 10-20, 7 -9-20 •• • Job 6138 Truss HG1 Truss Type ROOF TRUSS Qty 1 Ply FLA. PROFFESIONAL SERVICES. 0003 Job Reference (optional) BEST TRUSS CO. MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Oct 0616:52:342006 Page 1 -2 -0-0 4 -7 -13 7 -0-0 11 -1-0 15 -2 -0 1 17-6 -3 1 22 -2 -0 1 24 -2 -0 1 1 1 1 I 1 2 -0-0 4 -7 -13 2-4-3 4-1 -0 4 -1 -0 2-4-3 4 -7 -13 2 -0-0 Scale = 1:45.8 3.00 Fli 7x10 MT18H= 6x10 MT16 WB� 6x10 MT16 WB% 2x4 II 7x10 MT18H= 2x4 II 5 6 7 2x4 II g 3• %�� 19 IN� 20 10 2x4 I I 1 �1,9 y__ I d 2x4 I 2 1 � v �co 11 Ixn � 0 _. ► 15 14 13 103:---4 �� -- ° 16 12 3x10 = 3x4 = 7x6 3x8 = 7x6 = 3x4 = 3x10 = 1.00 12 4 -9 -5 7 -0 11 -1 -0 14 -11-0 1 17 -4 -11 1 22 -2 -0 1 1 1 -3 F 1 4 -9 -5 2 -5 -11 3 -10-0 3 -10 -0 2 -5-11 4-9-5 •••••• • • • • • • Plate Offsets (X,Y): [1:0- 2- 4,0 -1-0], [2:0- 4- 0,0 -1-8], [4:0- 4- 0,Edge], [5:0- 6- 0,0 -2-8], [7:0- 6-0,0 -2-8], [8:0- 4- 0,Edge], [10:0- 4- 0,0 -1-8], [11:0- 2- 4,0 -1-0], [12:0-12,0[13:0-3-O-5-0], [15:0- 3- 0,0 -5-0], • • [16.0 -1- 12,0 -1-8] • • • • • • • • • • • • • • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid • • • GRIP • TCLL 30.0 Plates Increase 1.00 TC 0.66 Vert(LL) 0.99 14 >260 240 • • • i0 2440190 • •••••• TCDL 15.0 Lumber Increase 1.33 BC 0.65 Vert(TL) -0.97 14 >265 180 MT78H • • X71173• BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.25 10 n/a n/a • • •+R'18 • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • • �(@ight 241 ib • • • • ••••• • • LUMBER BRACING • • • • • • • TOP CHORD 2 X 4 SYP DSS TOP CHORD Structural wood sheathing directs §Aiiii jor 3-11 -8 ocprlin•. • BOT CHORD 2 X 6 SYP DSS BOT CHORD Rigid ceiling directly applied or 5-1 -15 oc bracing. • • WEBS 2 X 4 SYP No.3 • • • • • •••• OTHERS 2 X 4 SYP No.3 • • • • • • • • • • • • •••• •• • • • REACTIONS Qb /size) 2= 2594/0 -8-0, 10= 2594/0 -8-0 • • • • • Max Uplift2 - 2602(load case 2), 10 - 2602(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/47, 2 -19 =9950/ 9389, 3. 19=9878/9385, 3-4=-9836/9350, 4-5= -9827/ 9359, 5- 6= 12600/12702, 6-7 =12600/12702, 7- 8=9827/ 9359, 8-1-9836/9350, 9-20- 9876/9385, 10-20 =9950 /9369,10 -11 =0/47 BOT CHORD 2-16=-8904/9562, 15.16= 11190/ 11384,14 -15= 11728 / 11878,13- 14=11728/11878,12 - 13=11190/11384, 10-12= 8904/9562 WEBS 3-16=-157/247, 6-14=-383/376, 9-12=-157/247, 5-14=-771/988, 7-14=-771/988, 7 -12= 2192/ 2548, 5-16= 2192 /2548, 5-15=- 2910/2719, 7- 13=2910/2719 NOTES 1) 2 -ply truss to be connected together with 10d Common(.148"x3") 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. 2) All Toads 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. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL 9.Opsf; BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2) -2-0 -7 to 0 -11 -9, Interior(1) 0-11 -9 to 21 -2 -7, Exterior(2) 21 -2 -7 to 24 -2 -7; Lumber DOL =1.33 plate grip DOL =1.00. 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/ FPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2602 Ib uplift at joint 2 and 2602 Ib uplift at joint 10. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 706 Ib down and 978 Ib up at 14 -11-0, and 706 Ib down and 978 Ib up at 7 -3-0 on bottom chord. The design/selection of such connection devices) is the responsibility of others. LOAD CASE(S) 1) Regular Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-5=-90, 5-7=-116(F=-26), 7- 11 =90, 2- 15=20,13-15=-120(F=100), 10-13=-20 Concentrated Loads (lb) Vert: 15=-706(F) 13=706(F) 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert: 1 -2 =155, 2- 19=91, 5- 19=59, 5-7=115(F=48), 7- 20 =59, 10-20= 91,10 -11 =155, 2-15=-12, 13- 15=119(F =131),10 -13=12 Horz: 1 -2 =173, 2 -19 -109, 5. 19=77, 7 -20= 77,10-20=109, 10-11 =173 Drag: 5- 6=- 0(F =0), 6- 7= 0(F=0), 14-15=0(F), 13-14-0(F) Concentrated Loads (lb) Vert: 15=978(F) 13=978(F) Continued on page 2 Job 6138 Truss HG1 Truss Type ROOF TRUSS Oty 1 Pty 2 FLA. PROFFESIONAL SERVICES. 0003 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Oct 08 16:52:34 2006 Page 2 LOAD CASE(S) 3) 1st unbalanced Regular. Lumber Increase =1 .33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -5=90, 5-7=-116(F=-26), 7- 11 =30, 2- 15=20, 13-15=-120(F=100), 10- 13=-20 Concentrated Loads (lb) Vert: 15=-706(F) 13 — 706(F) 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase =l.00 Uniform Loads (pit) Vert: 1-5=-30, 5-7=-116(F=-26), 7-11=-90, 2-15=-20, 13- 15 =120(F =100), 10 -13-20 Concentrated Loads (lb) Vert: 15 —706(F) 13= -706(F) • • • • • •• • •••• • • •••• • • •• • • • • • • • • • • • • •• • • • •••••• • • • • • • • • •••••• • • •••• • • • • •••• •• • • • • •• • • •••• • • •••• •••• • • • •• • • • • • • •••••• • • • Job 8138 Truss .11 Truss Type ROOF TRUSS Qty 4 Ply 1 FLA. PROFFESIONAL SERVICES. 0004 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 06 16:52:34 2006 Page 1 -2-0 -0 1-0-0 2 -0-0 1 -0 -0 3 1:5.!' Scale 2 3.00 -1 2 x 4 MII20 I I `r St 1 0 I 1 -0-0 I 10 -0 • • • •••••• Plate Offsets (X,Y): [1:0 -2-4,0 -1-01 • • • • • • • • • • • LOADING (pst) SPACING 2-0-0 CSI DEFL in (loc) Udefl Lid PLATES IfIP • • • •••••• TCLL 30.0 Plates Increase 1.00 TC 0.82 Vert(LL) 0.00 2 >999 240 • • •ifl 249/190 • • TCDL 15.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.00 2 -3 >999 180 • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a •••• • • BCDL 10.0 Code FBC2004fTP12002 (Matrix) • • • Might 7 Ib • • •••• •••• LUMBER BRACING • • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directif llgect 1-0-0 oc oj*ir}irip. • OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 1 of /racing. • • • • • •• • • • •••• • • • REACTIONS (Ib /size) 2=629/0-8-0,3=357/Mechanical, 3=- 357/Mechanical • • • • Max Horz2= 127(load case 2) • • • • • • Max Uplift2= 1119(load case 2), 3 — 357(toad case 1), 3 - 357(load case 1) • • • • • •••• • • Max Grav2= 629(load case 1), 3= 667(load case 2) • • • •• • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/52,2-3=-101/161 NOTES 1) Wnd: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf•, BCDL= 6.0psf; Category II; Exp C; enclosed; C-C Extedor(2); 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 1119 Ib uplift at joint 2 and 357 Ib uplift at joint 3. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p8) Vert 1 -3=90 2) C-C WInd: Lumber Increase=1.33, Platelncrease =1.00 Uniform Loads (p8) Vert: 1-2=155,2-3=130 Holz: 1-2=-173,2-3=-148 Job 6138 Truss J3 Truss Type ROOF TRUSS Qty 4 Ply 1 FLA. PROFFESIONAL SERVICES. 0005 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 08 18:52:34 2006 -2-0 -0 3 -0 -0 Page 1 = 1:8.6 M Lc: 1 "ri o c 1 2x4 MI120 2 -0 -0 11 3.00 ri 2 3-0 -0 1.00 Fli 3-0-0 Scale 3 e 11 iii 4 3x4 MII20= 1 3-0 -0 •••••• • Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -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 Incr YES Code FBC20041TPI2002 CSI TC 0.78 BC 0.03 WB 0.00 (Matrix) DEFL in (loc) Udell Lid Vert(LL) 0.00 2 ""' 240 Vert(TL) -0.00 2-4 >999 180 Horz(TL) -0.00 3 n/a n/a • • • • PLATES • • • •• • • • • • • • tub 249/190 • • • • • • • • • • • • *Malt: 15 lb • • •••• •••• • • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directlydpplieddj 3-0-0 ocopurIrre.• • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10pj oo Wacing. • • • • OTHERS 2 X 4 SYP No.3 • • • • • • • • • •••• • • • • REACTIONS (1b /size) 3= 20/Mechanical, 2= 453 /0 -8-0, 4= 26/Mechanical • • • • • • •••••• Max Horz2= 196(load case 2) • • • • • •••• • • Max Uplift3=- 13(load case 2), 2=- 678(load case 2) • • • •• • FORCES OW - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/40, 2 -3 =-62/0 BOT CHORD 213 =-2/2 NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf; BCDL= 6.0psf, Category II; Exp C; enclosed; C-C Exterior(2); 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at joint 3 and 878 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1 -3=90, 2-4=20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plf) Vert 1- 2=155, 2- 3=130, 2-4=12 Horz: 1 -2 =173, 2-3=-148 Job 8138 Truss J5 Truss Type ROOF TRUSS Qty 4 Ply 1 FLA. PROFFESIONAL SERVICES. 0008 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 08 16:52:34 2008 Page 1 -2 -0 -0 5 -0 -0 2 -0-0 5 -0 -0 1 Scale: 1 " =1' 3 ' 3.00 Fi I rn N 2 9)A, 2x4 MI120 11 ' u: IT Or a 4 1.00 Fli 3x4 MI120= 5 -0-0 1 5 -0 -0 • • • Plate Offsets (X,Y): [1:0- 2- 4,0 -1 -0] • • • • • • • • • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell L/d PLATES ttp• • • TCLL 30.0 Plates Increase 1.00 TC 0.78 Vert(LL) 0.00 2 "- 240 • • • lbt 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 2-4 >999 180 ••e••• • • • BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a •••• • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • *Mgt g.git: 21 Ib • • •••• •••• LUMBER BRACING • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directlyOeled o:5 0-0 motto.. • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10‘40 lyaclng. • • • OTHERS 2 X 4 SYP No.3 • • • • • • • • • REACTIONS pb/size) 3=152/Mechanical, 2= 521 /0 -8-0, 4=48/Mechanical • • •••• • • Max Horz2= 270(load case 2) • • • •••• • • • • Max Uplift3=- 228(Ioad case 2), 2- 711(Ioad case 2) • • • •• • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/40, 2-3=-84/30 BOT CHORD 2- 4=-3/3 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf; BCDL= 8.0psf; Category II; Exp C; enclosed; C-C Extertor(2); 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 3 and 711 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (plt) Vert: 1-3=-90, 2 -4=-20 2) C-C Wfnd: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1 -2 =155, 2- 3=130, 2 -4=-12 Horz: 1 -2 -173, 2-3=-148 Job 6138 Truss J7 Truss Type ROOF TRUSS Qty 5 Ply 1 FLA. PROFFESIONAL SERVICES. 0007 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Oct 06 16:52:35 2006 Page 1 -2-0 -0 7 -0 -0 { 2 -0 -0 7 -0 -0 Scale = 1:15.4 3 3.00 FlY 7 6 r 2 vr 2x4 MII20 I ' 4 o c� o - - 1.00 12 3x4 M i lk= 7 -0 -0 • • 7 -0 -0 • • Plate Offsets ()(,Y): [1:0- 2- 4,0 -1-0] • • • . LOADING (psi) SPACING 2 -0-0 CSI DEFL in (loc) Vdefl Ud •• . • . �TI1111• • •••••• TCLL 30.0 Plates Increase 1.00 TC 0.78 Vert(LL) 0.00 2 "" 240 2 249/190 • • TCDL 15.0 Lumber Increase 1.33 BC 0.19 Vert(TL) -0.15 2-4 >527 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a • • • • •IAg • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • it 27 lb • • •••• • •• • • 11-1Ir 0,0.11..• LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directIMI it &'46-0-0 ocqurline• • •••••• BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 1000 oehracing. • • • • OTHERS 2 X 4 SYP No.3 • • • • • • • •••• • • • REACTIONS (lb /size) 3= 259/Mechanical, 2= 615 /0 -8-0, 4=66/Mechanical • • •••• • • Max Horz 2= 302(load case 2) • • • • • • • • • • • Max Uplift3= 343(load case 2), 2--- 691(load case 2) • • • FORCES (Ib) - Maximum Compression/Maxdmum Tension TOP CHORD 1 -2 =0/40, 2-6=- 121/0, 6-7=-118/0, 3.7= 102/52 BOT CHORD 2 -4=4/4 NOTES 1) Vdnd: ASCE 7 -02; 146mph (3- second gust); h =loft; TCDL= 9.0psf; BCDL= 6.0psf; Category II; Exp C; enclosed; C-C Exterior(2) -2-0 -7 to 0 -11 -9, Interior(1) 0-11 -9 to 2-8-5, Exterior(2) 2-8-5 to 6.11 -4; 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 girders) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 Ib uplift at joint 3 and 691 Ib uplift at joint 2. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =l.00 Uniform Loads (pit) Vert: 1 -3=90, 2-4=20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -2 =155, 2-6= 122, 8.7 =65, 3-7 =122, 2 -4=-12 Horz: 1 -2 =173, 2-6=- 140, 6-7=-83, 3-7=-140 Job • 6138 Truss S1 Truss Type ROOF TRUSS Qty 1 Ply 1 FLA. PROFFESIONAL SERVICES. 0008 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 06 16:52:35 2006 Page 1 I -2 -0-0 I 7 -3 -13 11 -0-0 11111-0 14 -10 -3 22 -2 -0 24 -2 -0 I 2 -0-0 7 -3 -13 3-8 -3 0 -1 -0 3-9 -3 7 -3-13 2 -0-0 Scale: 1/4 " =1' 0 -R-0 3.00 FIY 4x9 MII20= 2x4 M1120= 2x4 MII20= 3x4 MII20 % 5 3x4 MII20= P119. 15 N 4 8 _ 7 C0 v 2x4 MI120 112 13 Idi 16 8 2x4 MI120 II r 1 _! 10 �_ 9 I7, t • MI120-_--- 5x8 MI120= 3x8 3x8 MII20 1.00 Fli 11 -0 -0 11111 -0 22 -2 -0 I 11 -0 -0 0 -1 -0 11 -1 -0 i•••a• • Plate Offsets (X,Y): [1:0-2-4,0-1-13], [2:0-5-0,0-1-81, [8:0-5-0,0-1-8], l9:0-2-4,0-1-0], [10:0-4-0,0-2-121 • • • • • ♦ • LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud • • • • PLATES • • • • TCLL 30.0 Plates Increase 1.00 TC 0.87 Vert(LL) 0.51 10 >509 240 • • • 0IT 25 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.88 Vert(TL) - 0.97 8-10 >266 180 • • • BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.30 8 n/a n/a • • • • • BCDL 10.0 Code FBC2004/TPI2002 (Matrix) • • 'Mgr: • 93 Ib • • • •••• •••• • • LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directlyatae dbi2 -4-13 oGpugips • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-1�oc )pry ng. • • e • WEBS 2 X 4 SYP No.3 • OTHERS 2 X 4 SYP No.3 • • • • • • • • • REACTIONS (Ib /size) 2=1396/0-8-0, 8=1396/0-8-0 • • • •••• • • • • Max Uplift2= 989(Ioad case 2), 8= 989(Ioad case 2) • • • •• • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/40, 2 -13 =4366 /2076, 3-13=- 4289/2080, 3-4=-4241/2109, 4-14=-3460/1631, 5-14=-3415/1644, 5-15=-3415/1644, 6-15 =- 3480/ 1631, 6-7=-4241/2109, 7- 16=- 4289/2080, 8-16=- 4368/2076 , 8- 9=0/40 BOT CHORD 2- 19=-185814159, 8-10=-1858/4159 WEBS 4-10= -935 /539, 5-10= 371/1290, 6.1(=- 935/539 NOTES 1) Unbalanced roof live Toads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf, BCDL= 6.0psf; Category I(; Exp C; enclosed; C-C Exterior(2) -2 -0-7 to 0-11 -9, Interior(1) 0-11 -9 to 8-1 -0, Exterior(2) 8-1 -0 to 14-1 -0, Interior(1) 14-1-0 to 21 -2 -7, Exterior(2) 21 -2 -7 to 24-2 -7; 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) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 Ib uplift at joint 2 and 989 Ib uplift at Joint 8. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p8) Vert: 1-5=-90, 5- 9=-90, 2- 10=20, 8. 10=-20 2) C-C 1Mnd: Lumber increase=1.33, Plate Increase=1.00 Uniform Loads (pif) Vert: 1- 2=155, 2- 13=91, 13. 14=59, 5-14=91, 5- 15=91, 15- 16=59, 8- 18=91, 8- 9=155, 2- 19=-12, 8 -19=-12 Horz: 1-2=-173, 2-13=-109, 13-14 —77, 5-14=-109, 5- 15=109, 15- 16=77, 8- 18=109, 8 -9=173 3) 1st unbalanced Regular Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (p8) Vert: 1- 5=90, 5 -9=30, 2- 10s20, 8 -10=20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p8) Vert: 1-5=-30, 5 -9 =90, 2- 10=20, 8.10 =20 Job 6138 Truss S2 Truss Type ROOF TRUSS Qty 5 Ply 1 FLA. PROFFESIONAL SERVICES. 0009 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MiTek Industries, In Fri Oct 06 16:52:35 2008 Page 1 -2 -0-0 7 -3 -13 11 -1 -0 14 -10 -3 22 -2 -0 24 -2 -0 2 -0 -0 7 -3-13 3 -9 -3 3-9 -3 7 -3-13 2 -0-0 Scale = 1:47.0 3.00 F1Y 4x9 MII20= 2x4 M1120 z--- 5 2x4 MII20= 3x4 MII20: 3x4 MII20� 14 lip 15 8 i 2x4 MI120 112 13 ow 10 16 8 2x4 M1120 II v d ►� a iii I o • 3x8 MII20% 5x8 MII20= 3x8 MII20- 1.00 Fli 11 -1 -0 22-2-0 I • 11 -1 -0 11 -1 -0 000000 • • Plate Offsets • 1:0 -2-4 0-1 -0 , 2:0- 5-0,0 -1-8 8:0- 5- 0,0 -1-8 9:0- 2- 4,0 -1-0 , 10:0 -4-0 0-2 -1 • • • • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) 1/dell Lid PLATES • • • ...•l TCLL 30.0 Plates Increase 1.00 TC 0.87 Vert(LL) 0.51 10 >508 240 • • •V2 249/190 • • TCDL 15.0 Lumber Increase 1.33 BC 0.89 Vert(TL) - 0.97 8-10 >265 180 • 1111•• BCLL 0.0 Rep Stress !nor YES WB 0.39 Horz(TL) 0.30 8 n/a n/a • • • • • • • BCDL 10.0 Code FBC2004ITPI2002 (Matfi c) U • • • •9Aigje: 93 Ib • 1111 •••• • • LUMBER BRACING • • • • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly�1(fi!l %P2 -4-13 owitini fa. • • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-143 c ng. • • • • • • • • • WEBS 2 X 4 SYP No.3 • • OTHERS 2 X 4 SYP No.3 • • • • •••••• •••• • • • • • • •••• • • REACTIONS (lb /size) 2= 1396/0 -8-0, 8=1396/0-8-0 • • • • • •••• • • Max Uplift2 — 989(load case 2), 8=989(load case 2) • • • •• • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/40, 2 -13=- 4371/2078, 3-13=-4293/2082, 3-4=-4245/2111, 4-14=-3462/1632, 5-14=-3417/1645, 5-15=-3417/1645, 6-15=-3462/1632, 6-7=-4245/2111, 7 -18=- 4293/2082, 8-16 =- 4371/2078 8 -0/40 BOT CHORD 2- 19=-1860/4164, 8- 19=-1860/4164 WEBS 4-19=-937 /541, 5.19=-371/1291, 6. 10=937/541 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) IMnd: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL= 9.0psf; BCDL= 6.0psf; Category II; Exp C; enclosed; C-C Exterior(2) -2-0 -7 to 0 -11 -9, Intertor(1) 0-11 -9 to 8-1 -0, Exterior(2) 8-1-0 to 14-1-0, Interior(1) 14-1-0 to 21 -2 -7, Exterior(2) 21 -2 -7 to 24-2 -7; 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 lnspectlon. 4) Bearing atjoint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 Ib uplift at joint 2 and 989 Ib uplift at joint 8. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert: 1- 5=-90, 5-9=-90, 2- 1(.=20, 8 -10 =20 2) C-C Wlnd: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1 -2 =155, 2 -13= 91,13- 14=59, 5.14 =91, 5-15= 91,15. 18=59, 8- 18=91, 8.9 =155, 2-11-12, 8. 19=-12 Harz: 1 -2 =173, 2-13=-109, 13. 14=-77, 5-14= 109, 5-15= 109,15. 16=77, 8.18 =109, 8 -9=173 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1 -5=90, 5- 9=-30, 2- 10=20, 8. 10=-20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase =1.00 Uniform Loads (pit) Vert 1-5=-30, 5-9=-90, 2- 10=20, 8- 10=-20 Job 6138 Truss V12 Truss Type ROOF TRUSS Qty 1 Ply 1 FLA. PROFFESIONAL SERVICES. 0010 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 06 16:52:36 2006 Page 1 6-0 -0 12 -0 -0 6 -0-0 6 -0-0 Scale = 1:19.3 3x6 M1120= 3.00 FIY 2 i Ire lb. Pm wig 3x4 MII20 % 3x4 MII20----= 12-0 -0 • • 12 -0 -0 •••••• • Plate Offsets • (X,Y): (2:0- 3.0,Edge] • • • • • • • • • • • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udefl Ltd PLATES PIP. • f • • • • TCLL 30.0 TCDL 15.0 Plates Increase 1.00 Lumber Increase 1.33 TC 0.45 BC 0.38 Vert(LL) n/a - n/a 999 Vert(TL) n/a - n/a 999 • ••011215 49/190 • • • 000000 BCLL 0.0 BCDL 10.0 Rep Stress !nor YES Code FBC2004/TP12002 WB 0.00 (Matrbc) Horz(TL) 0.02 3 n/a n/a • • • • • •ftlIktt 331b• • • f••• • • •••• LUMBER BRACING • • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing di rectiyeaMi tl% 5.1 -10 or % p l%s. • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -145,ot ]irking. • • • • • • • o • • • • • • • • • •••• REACTIONS (Ib /size) 1= 530/12 -0-0, 3= 530/12 -0-0 • •••• • • • • • Max Upliftl=- 439poad case 2), 3=- 439(oad case 2) • • • • •••• • • • FORCES (lb) - Maximum Compression/Maximum Tension f • • • • • • TOP CHORD 1-2=-1200/1105, 2-3=-1200/1105 BOT CHORD 1-3=-993/1139 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) VNnd: ASCE 7-02; 146mph (3- second gust); h =10ft; TCDL= 9.0psi; 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 439 Ib uplift at joint 1 and 439 Ib uplift at joint 3. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =l.00 Uniform Loads (plf) Vert 1-2=-90, 2-3=-90, 1-3=-20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (p1) Vert: 1 -2= 103,2- 3 =103,1 -3 —12 Horz: 1 -2 =121, 2 -3=121 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 (Of) Vert: 1 -2 =30, 2 -3=90, 1-3=-20 Job 8138 Truss V16 Truss Type ROOF TRUSS Qty 1 Ply 1 FLA.PROFFESIONALSERVICES. 0011 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 0616:52:38 2006 Page 1 8 -0-0 16 -0-0 8 -0-0 8-0-0 Scale = 1:25.7 9x12 M1118H= 3.00 If. 2 7 8 3 1��.A�� A. A. A. ■ A. AA A. A. A��.ALA.A.A�A. A. A. A��LA��L AL A A. A A. A. ��Ab. A. A A. A. A A A. A All AI. A. A. A. AL ■ A. A. A, A. .A. .6. .6. 3x6 MII20 % 5x8 M1120= 3x6 M1120----= 16 -0-0 � • • 16 -0-0 •••••• Plate Offsets • 1:0-2- 12,0 -1-8 , 3:0-2-12,0-1 : , 4:0 -4-0 0-3-0 • • • • • • • LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/deti Lid PLATES 131P • • • • • • • •I1tP10 TCLL 30.0 Plates Increase 1.00 TC 0.56 Vert(LL) n/a - n/a 999 • 249/190 • • TCDL 15.0 Lumber Increase 1.33 BC 0.34 Vert(TL) n/a - n/a 999 • • •MMIiBH 195/18E • • • • • • BCLL 0.0 Rep Stress !nor YES WB 0.19 Horz(TL) 0.00 3 n/a n/a •••• • • • •1Aetglit: BCDL 10.0 Code FBC2004fIPI2002 (Matrix) 47 Ib • • • • • • • • •••• • •••• • LUMBER BRACING • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly% t%•�•6 -0-0 oc purlins, • • • • • • • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-Q-9 cing. • • • • OTHERS 2X4 SYP No.3 •••••• • • • • • • • •••• •••••• • • • REACTIONS Qb /size) 1= 289/16 -0-0, 3= 289/16-0-0, 4--922/16 -0-0 • • oad case 2), 4 632(load case 2) • • • • • •••• • • Max Uplift1= 211(load case 2), 3=-211 (load — Max Grav1= 312(ioad case 3), 3= 312(load case 4), 4=922(load case 1) • • • • • FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-5=-93/61, 5- 6-28/62, 2 -6 =7178, 2 -7 =7/78, 7-8=- 28/62, 3-8= -93/61 BOT CHORD 1-4= 0/29, 3. 4=0/29 WEBS 2- 4=- 891/643 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =loft; TCDL= 9.0psh, BCDL= 6.Opsf; Category 11; Exp C; enclosed; C-C Exterior(2)1 -2 -3 to 4-2-3, Interior(1) 4-2-3 to 5-0-0, Exterior(2) 5-0-0 to 11-0-0, Interior(1) 11-0 -0 to 11 -9-13, Extertor(2) 11-9-13 to 14-9-13; 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) Gable requires continuous bottom chord bearing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 211 Ib uplift at joint 1, 211 Ib uplift at joint 3 and 632 Ib uplift at joint 4. LOAD CASE(S) 1) Regular Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (pif) Vert: 1-2 —90, 2- 3=-90,1 -3-20 2) C-C Wind: Lumber Increase =1.33, Platelncrease =1.00 Uniform Loads (pit) Vert: 1 -5=93, 5.6 =60, 2 -6=93, 2 -7 =93, 7 -8 =60, 3-8=93, 1-3=-12 Horz: 1 -5= -111, 5 -6=78, 2- 6=111, 2 -7 =111, 7 -8=78, 3 -8=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 Imxease =1.33, Plate Increase =1.00 Uniform Loads (pit) Vert: 1-2-30, 2- 3=-90,1 -3=20 Job 6138 Truss V20 Truss Type ROOF TRUSS Qty 1 Ply 1 FLA. PROFFESIONAL SERVICES. 0012 Job Reference (optional) BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MiTek Industries, Inc Fri Oct 06 16:52:36 2006 Page 1 10 -0 -0 20 -0-0 I 1 F 10 -0-0 10 -0-0 Scale: 3/8" =1' 4x9 MI120= 3.00 I 'I/ 3 2x4 MI120 I I 2x4 MI120 I I r 11 e e 12 2 4 10 • 13 5 3x4 MII20 = 3x4 MII20=. 2 x 4 MI120 I I 3 x 4 M1120= 2x4 MI120 I I 2x4 MI120 I I 20 -0-0 I • • 20 -0-0 ••0000 •••F•• • • LOADING (psf) TCLL 30.0 SPACING 2 -0-0 Plates Increase 1.00 CSI TC 0.31 DEFL in (loc) I/dell Lid Vert(LL) n/a - n/a 999 • •LA' pip • • • • : • • • • MI1 !0• • • TCDL 15.0 Lumber Increase 1.33 BC 0.16 Vert(TL) n/a - n/a 999 • BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(TL) 0.00 5 n/a n/a • • • • BCDL 10.0 Code FBC2004/fP12002 (Matrix) • • •tti ldd: 62 Ib s • • • • o 1111 •••• LUMBER BRACING • • • • • • TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly ajllflf�tibr 6-0-0 oc puriirns • • BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-� jx;t ping. • • • OTHERS 2 X 4 SYP No.3 • • • • • • •• •• •• • • • • • • • • •••• •••••• REACTIONS (Ib /size) 1= 215/20-0 -0, 5= 215/20 -0-0, 7= 355 /20 -0-0, 9= 577/20 -0-0, 6= 577/20 -0-0 • • • • Max Uplift1 =147(load case 2), 5=-147(load case 2), 7 =203(Ioad case 2), 9=- 356(load case 2), 6=356(load case 2) • • •••• • • Max Grav1= 215(load case 1), 5=215poad case 1), 7= 355(load case 1), 9= 586(load case 3), 6= 588(load case 4) • • • •••• • 4 •• • • • • FORCES (Ib) - Maximum Compression/Maximum Tension • • • TOP CHORD 1-10=-58/12, 2-10=-1/51, 2- 11=- 60/116, 3-11= 11/132, 3-12= 11/132, 4-12 =- 60/116, 413=-1/51, 5-13=-58/12 BOT CHORD 1- 9= 0/48, 8- 9=0/48, 7- 8=0/48, 6-7= 0/48, 5- 6=0/48 WEBS 3-7 =307/267, 2- 9=- 455/377, 4-8=-455/377 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =loft; TCDL=9.0psf; BCDL= 6.0psf Category II; Exp C; enclosed; C-C Exterior(2) 1 -2-3 to 4-2-3, interior(1) 4-2 -3 to 7-0-0, Exterior(2) 7-0-0 to 13-0-0, Interior(1) 13-0-0 to 15-9-13, Exterlor(2) 15-9-13 to 18 -9-13; 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 beating plate capable of withstanding 147 Ib uplift at joint 1, 147 Ib uplift at joint 5, 203 Ib uplift at joint 7, 358 Ib uplift at joint 9 and 356 Ib uplift at joint 6. LOAD CASE(S) 1) Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (Of) Vert: 1-3=-90, 3 -5=90, 1 -5=20 2) C-C Wind: Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (pit) Vert: 1- 10=91, 10- 11 =59, 3.11 =91, 3- 12=91, 12- 13=59, 5. 13=91, 1 -6=-12 Horz: 1-10=-109, 10-11--m, 3-11=-109, 3-12= 109,12- 13=77, 5- 13=109 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (p10 Vert 1- 3=90, 3- 5=-30, 1-5=20 4) 2nd unbalanced Regular. Lumber Increase=1.33, Plate Increase=1.00 Uniform Loads (off) Vert 1-3=-30, 3-5=- 90,1 -5=-20 Job ' T Truss T Truss Type Q Qty P Ply F FLA. PROFFESIONAL SERVICES. 0013 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 8.200 s Oct 18 2005 MITek Industries, Inc. Fri Oct 06 16:52:36 2006 Page 1 2-0 -0 JJ-- 4-0-0 2 -0-0 3x4 MII20= 2 -0 -0 Scale = 1:6.4 2 3.00 •2 3 1 4-0-0 4 -0 -0 • • •••••• • • a•c Plate Offsets (X,Y): [2:0- 2 -0,Edge] . • • •c • LOADING (pst) S SPACING 2-0-0 C CSI D DEFL in floc) I/defl Ud P PRATES • GRIP • • TCLL 30.0 P Plates Increase 1.00 T TC 0.06 V Vert(LL) n/a - Na 999 4 4.4414% • • 249/1) 0•S• ' TCDL 15.0 L Lumber Increase 1.33 B BC 0.00 V Vert(TL) n/a - n/a 999 • • BCLL 0.0 R Rep Stress Incr YES W WB 0.00 H Horz(TL) 0.00 3 Na Na • • •••• BCDL 10.0 C Code FBC20041TPI2002 ( (Matrix) V ViVititi Ib •••• • • . a TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly appeeil 8r oc purlins• • • •••• B BOT CHORD Rigid ceiling directly applied or 10-0 -0 ocbgdng• • • • •• •• •• • •••• • • REACTIONS (Ib /size) 1= 63/4.0 -0, 2= 126/4 -0-0, 3= 63/4-0 -0 • • • • • • • FORCES (b) - Maximum Compression/Maximum Tension • • • • • • • • • •••• Job T Truss T Truss Type O Oty P Ply F FLA. PROFFESIONAL SERVICES. 0014 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. 6.200 s Oct 18 2005 MiTek Industries, Inc. Fri Oct 06 16:52:37 2006 Page 1 4 -0-0 � 1 4 � 8 Scale = 1:12.9 3x4 M1120= 3.00/ 2 i 1 1 3 3 3x4 M11205--- 3x4 M1120 z'--.- 8 -0 -0 1 1 8 -0 -0 • • Plate Offsets (X,Y): (2:0- 2- 0,Edge] • • • • ••••1 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's or 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 TRUSS PLATE INSTITUTE 583 D'Onofrlo Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 personnel inthe wood truss industry, but must due to 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. I TRUSS STORAGE •••••. • • *••e• • • • • ••••• • • • •••••• •. ••••.• • • --X111. r Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. NINI : Do. not breatk banding until Irtl�talia� ort t fn8 ar 1I bundled trusses they bas ds. Trusses stored vertically should be braced to prevent toppling or tipping. • • 000000 • • Tag Une PIM Approximately 1/2 truss length i a Approximately 1/2 truss length Truss spans less than 30'. Spreader Bar �- Toe In Approximately 1/2 to i truss len Toe In Spreader Bar •• • • • Less than or equal to 60' Tag Une MECHANICAL INSTALLATION Ufting devices should be connected to the truss top chord with a closed -loop attachment 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 Toe In �_�� Toe In Approximately • Y io %truss len th ess than or equal tg60' • • • Tag Une Tag Une Strongback/ SpreaderBar 10' Approximately ire to Ys truss length Strongback/ SpreaderBar At or above mid- height Tag Une Greater than 60' 10' 10' Approximately % to 34 truss length Greater than 60' tROUND ACINt�' ZLDING INTERIOR • • ...... •••• • -�' •\" • ti 'GROUND BRACING: BUILDING EXTERIOR GBD, Top Chord.; • Ground brace vertical (GBy) -To • Chord IGBV t•; let truss of braced group of trusaeei Ptnd brjc• (EB)\ \ Ground brace \ lateral (1.8G) Typical vertical attaslunront End Wall Sid Plan \ ,. • ■ Blocking i-� Ground Brace Verticals (GBy) Ground brace diagonals (GBD) Ground brace vertical (GBy) Omni bra" ( ?. -. t us•otbr. group of truss End to (EB) / Ground brace diagonals (GBD) Note: 2nd floor system shag have adequate capacity to support grand braces. floor Backup ground stake tat floor Driven ground stakes Frame 2 Strut \/ (ST) Typical horizontal tie member with multiple stakes Q41) iht3taallatlo SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LB& TOP CHORD DIAGONAL BRACE SPACING (DB& [# trusses] SP /DF SPF /HF Up to 32' • 4/12 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. SP - Southern Pine SPF - Spruce- Pine -Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Top chords that are laterally braced can buckle togetherand causecollapse if there tan* diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when patine are attached to the topside of the top chord. • 1 21I•IED TRUSS 1 • SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LB& TOP CHORD DIAGONAL BRACE SPACING (DB &. (# trusses SP /DF SPF /HF Up to 28' 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 All lateral braces lapped at (east 2 trusses. 12 5 r— Br,/ 4ais •••. • • •••• ••••• • • • • • •••• • ∎.••• • • •• • • • • • •••••. • 00000 • 000000 • • 000000 • • •••••• • • Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 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. Frame 3 SCISSORS TRUSS ----1 4 or greawi SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) 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 DF - Douglas Fir -Larch HF - Hem -Fir Bottom chord diagonal bracing repeated at each end of the building and at same spgglnq as top3jlo •d diagonal bracing. SP - Southern Pine SPF - Spruce - Pine -Fir All lateral braces lapped at least 2 trusses. I BOTTOM CHORD PLANE 0.000 00000 00.00. • 0 . ....0. ..0. • • •••• • • .. • • • • •• 0 •••• • • 0000.. •• 0000.. • • •• .. •• Cross bracing repeated at each end of the building and at 20' intervals. -;r Permanent -,0 continuous lateral bracing "s 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 (DBs) [# 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 CHORD TRUSS Top chords thatare laterally braced can buckle togetherand cause collapse if there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when praline are attached to the topside of the top chord. Continuous Top Chord Required 1:1E Lateral Brace i 10' or Greater "' Attachment Required 30" or greater The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. End diagonals are t#ssentla f stability and must be duplicated of both ends of the truss system. • • 000000 000000 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle togetherandcaueecollapse fthere Irmo diago. nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purllns are attached to the topside of the top chord. 1y • • • Cottinuou9 • • ••topChord •• • • :Erltgral Brace • • - • . • Required • e • • 10 grjy,ater • • End diagonals are cssenitel stability and must be duplicated: om both ends of the truss system. Frame 5 >C We" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBS) [# trusses] SP /DF SPF /HF Up to 24' 3/12 8' 17 12 Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce - Pine -Fir 004 L � ryA 12 I3 or greater 8• e. All lateral braces lapped at least 2 trusses. Diagonal brace also required on end verticals. Continuous Top Chord Lateral Brace Required Top chords that are laterally braced can buckle togetherand ca use collapse if there lane diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. MONO TRUSS 1 • •••••• •011• • • •1010 •0.1•• •00• • • •01• • 0• • • • • • 00 • •000•• • • 1 000000 • • 0000 • PLUM$' Truss Depth D(In) 0000 • • 000• •00.0• • • 00 •• •0101• • • • • • • • • • •• Lesser of D /50 or 2" INSTALLATION TOLERANCES D(in) D /50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' Maximum Misplacement Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. 1 T 000000000000 Length L(in) BOW L(in) t Lesser of L/200 or 2° L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(In) Lesser of 11200 or 2" L(tn) L/200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. Frame 6 4 DANGER: . Under no circumotancesi: should constrvctlon-ioads of any description be placed on unbraced trusses. MIAMI.DADE BUILDING CODE COMPLIANCE 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)375-2908 Simpson Strong Tie Co., Inc. 1720 Couch Drive. McKinney, Texas 75069 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 vdrt t 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 deloci y Hui3tMt% Zone of the Florida Building Code. ' • • • • • DESCRIPTION: Wood Connectors LUS, HUS, HHUS, HGUS, HGUQ, SUL/R, HSUL/R, THASLfR & TtM.• • . APPROVAL DOCUMENT: Drawing No. DC2301, sheets 1 through 5 of 5, titled "Truss liddtgers, LUSA 13US Hangers, HHUS, HGUS & HGUQ Hangers, SUR/L, HSUR/L & THASR/L Hangers & THA it rs" chttalarne, 2002 with no revisions, prepared by Simpson Strong -Tie Co., Inc. signed and sealed by J. M. Glp, PE, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance (NOA$ nutter and . • • • • expiration date by the Miami -Dade County Product Control Division. • •••• MISSILE IMPACT RATING: None • • • ▪ • ▪ - • :' • .• 0 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 Iiterature. 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 NOM 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 •••••• . • • • • .00.01 • • .0001 • • 0.00. 000000 • • • 00..1• • • 1•.11• SIMPSON Strong -Tie S llJ R !L9 HS U1L0/ 1L , HE;hrth. • •••.•• • • 1...•. • .•..• • • •.•.• •..•.. • ...... :••. • q \t • • 000000 . ', �f'` • • • •• • • •• SUL /R & HSUL /R INSTALLA TION • • •••... • • • :HEADER • J& sr 311'' THASR/L Hangers 2346. 4t546" 8 =2746 MIN. (4) l 0d NAILS INTO TOP OF HEADER THASL /R INSTALLATION 1/8" 1%" (3'/8" for THASL2 7 8 -2) HEADER SQUARE 2 CUT JOIST PLAN VIEW OF SKEWED HANGERS MODEL NO GAUGE FASTENERS ALLOWABLE LOADS HEADER JOIST UPLIFT (133) FLOOR (100) . SUL /R26 " 16 6 -16d 6 -10dX1 1/2 665 865 HSUL/R26 -2s4 14 12 -16d 4- 16dX2. 1/2 585 1315 THASL /R218z 18 18 -10d' 4 -10dX1 1/2 — 1250 THASL/R218 -22 18 18 —I0d' 4 -10dX1 1/2 — 810 1. A minimum of (4)10d Nails must be nailed into the top of the header 2. Joist may be square cut or bevel cut 3. Allowable food is bosed on o minimum of 2" thick header 4. Allowable Toed is bused on o minimum of 2" thick joist 5. Joists shall be mode of lumber with o SGa0.55 or better SIMPSON STRONG —TIE_ INC. 1720 COUCH OR. MCKINNEY, TX 75069 TEL: (800)999— 5099 Dwg #: DC2301 Date: 6/02 Scale: NTS Dw9 by DSB Chk by: JMC Sheet I. aF 5. MAXIMUM OVERHANGS OVERHANG WITHOUT RETURN 3x4 NRETURN 4,.0 Is MAIL. LEDGER BOLTED TO THE TIE BEAM (BY BLOB) [MAY IbL OMITIWD pot 0.14. .44 24') OVERHANG WITH RETURN GRADE OF LUMBER is PS'F SOFFIT 2 PSF SOFFIT :. 2X4 M(8 29(4 1111 • • 4 : i No.2110 18 SP 2-8-3 3 -18-11 2-8-3 11 Not 19 SP 2-8-15 4 -8-11 2 -10 ea .41441 • No2D 19 SP �'2 4-4-7 �"'0 .4912 . ;t'}:U No. 1ND 19 SP 3-8-2 4-5-8 3-0.0 ND 1 19 SP 3-1-11 1-7 -15 • 3-0-0 it-91a 4•445 , No.10 19 SP 3-3-0 4-9-18 3-1 -8 Ni]SS 19 SP 314 5-0•Q Q '. '0.O , 4.9-13 SS 19 SP 34-0 54.5 3 -1.6. 4 -to -15 OSS 19 SP . 3.3 -0 5-24 34-0 . 4.t%-15 . SOU 1. DESIGN CHECKED FOR 145IPH WAD LOAD. 2. STRESS INCREASE • 3316. LoAC FLORIDA BUILDING T.C. 2x4 No.2 19SP TOP 30 15 _ CODE B.C. 2 x 4 No. 2 19 SP SOTT+01 0 10 W. 2 x 4 No.3 19SP SPACING: 24'0.C. •••• • •.•• • 11.11. • 11••• • • •• .• • • 0110.• •••• ••••• . • •••11•• • • • 0.00•• • •...•4 • ..••11 • 00000 0110•.. • • • •••••• • • ••••oo • • STRUCTURES USA, INC. (SOS) 740 -057T 918 DIMON a SUPPLY ALL IUNO OF $TM OONNBOTOW REMBERTO CONTREBA a `P Consulting Engineer Civii 30 N.W. 87 Avenue Miami, PL', Phone: (305}.§ (Florida Vi4 k, ( < ^- NOV '3,0 2004 APPROVED FOR STRUCTURES USA, INC. File Nara: Win= Oootionas (Nov 2904)4I Shoot Moimum Overlong 7'- 0" CORNER SET • TOP CORD CONNECTION: Comer Jacks - USP - RT3 7' -0" JACKS - USP - RT3 5' -0" JACKS - USP - RT3 3'-0" JACKS - USP - RT3 1' -0" JACKS - USP - RT3 2 x 6 STD. HEEL HT. MAX NOTE Min. P = 1.4 I Max. P = 6.5 12 } PARTIAL ROOF LAYOUT 3'-0' Max. BOTTOM CORD Comer Jacks - r-cr JACKS - 5'-0" 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 MPH WIND LOAD. WALL HT. 10 FT MAX PROVIDE FOR UPLIFT AT BEARING WALL CONNECTIONS 925 (8. STRESS INCREASE = 33 %. MINIMUM GRADE OF LUMBER: LOADING (PSF) T.C. 2x 4 No. 2 19 SP TOP —L 30 D FLORIDA BUILDING CODE 2001 15 B.C. 2 x 4 No. 2 19 SP BOTTOM 0 10 Webs 2 x 4 No. 3 19 SP SPACING: 24' O.C. STRUCTURES USA, INC. (SOS) 74O— S457"7 'NE DEWWi & SUPflY •LL. I UID OP STEEL CO TORS- NAIL DESIGN LOADS.* • • • (ACCORO)3d3 TO NATIOML DESIGN SPE 1}1 • • • FOR GROUP 6 SPECI (sioY.I., 8d COMMON NAILS = 78 Or. led COMMON NAILS =We. , • • • 000000 • ••••• • •• •• • ••••• • • •• • it USP HANGERS DESIGN LOADS. • • • • • • • • • (ACCORDING TO IMI -DADS BUItErti4 gD: COMPL pfaCE 1 PROD,T• • • CONTROL DIVISION): • •• • • • RT3 HURRICANE CUP = 365 lb. (UPI** 1033.2)1v/(8) 8d x 1 -112' NOA No. 02 -0128.05 • • CLPBF BUTTERFLY HANGER = 815 �•(ljglgyiard) w! (15) 6d NOA No. 01- 1015 SU26RIL = 665 Ib. (Uplift 133%) & 1.0ft� (8. (Sow and 125 %It•016p16d to Hear & • • • (6) tOd x 1 1!2' taJONt NOA No. 02 -0710.02 • • • • • •••• •0000 • • ••.••• • • • 000000 • • 000000 • • MAXIMUM ALLOWABLE LOAM • • • • • . JACK SIZE • • . • • T.C. (Node 21 Corner Jack 7'-0' 5'-0" 3'-0' 1'-0 UPLIFT (133 %) 36518 365 ib 365 lb 365 (8 365 ib ROOF (125 %) 365 m 36518 365 01 36518 365 Ib B.C. (Node 3) Comer Jack r4r 3'-0" 1'-tx UPLIFT (133%) 665 lb 0 NY 208 (8 208(8 20818 ROOF (125%) 1.081 lb 815 lb 195 (8 195 (8 19518 Ai I_ `: N(11f1.4 2005 REMBERTO CONTRORA$,,P E Consulting Engineer Civil)Structur 30 N.W. 87 Avenue, #C -101. Miami, FL 33172 Phone: (305) 667 -6797 (Florida P.E. 21522) He Name: Hangar Cal - Corner Jack Set 7 ft (Nov 8 - 05).x8 • • STANDARD ROOF VALLEY DETAIL PARTIAL ROOF LAYOUT Supporting Truss 2x3 (typ) Strop • 48" o.c. see note (c) below 3x BALMY AREA' 12 pitch �4 to 7 ley trusses at 2' -0" See note (a 4x4 5x6 spl. (tyn) • 3xe ,pl. (t)p) Supporting trusses at 2' -0" o.c. max . NOTES: (a) Provide continuous bracing on verticals over 6' -3'. Connect bracing to verticals w/2-11d nogg and bracing must be tied to a fbc.d paint at each end, (b) Max. spacing for vertical studs= B' -0" On trusses with spans over 24' -0" the vertical should be spaced. at 6'—O" o.c. max. (c) Conn. for wind uplift w/ min. 1 1/4", 18 go. twist .strap at 4' -O" Intervals w /4. 1Od nails each side of • • ::. Max 100 mph wind„ speed, 15-•0 max' wall height. • • • • • •. • o.C. max. • 000000 • 000000 • •.•• • Mit 1.DOESKIN CHEMED FOR 1461iPH WIND LOAD. ,2. STRESS INCREASE = 33 91. 6" wedge noted to truss w/2 -8d toe nails or bevel cut bottom chord of valley truss. (ACCORDING TO NATIONAL DESIGN SPEC.) FOR GROUP l SPECIES (S Y.P4: $d COMMON NAILS" 76 b. (Sher) 10d COMM NABS • 64 b. (Shied Isasetansixor usisst wawa_ own J..._ _.Q_ FLORIDA BOLDING T.C. 2x4 No.2 I0 SP TOP 30 15 CODE 2001 B.C. 2 x 4 No. 2 16 SP BOTTOM 0 10 Webs 2 x 4 No. 3 *SP SPACING: 24" O.C. •• • • •• • • • .. s • •• • Now Plywood slembing nay be extesdel Wow valley belles, Plovide epeeist it preps to oosnoxt to hulas below. 000 Os • • • 000 Os • 00000 • • •••• • • •••• • • STRUCTURES USA, INC. (30S) '•so- asoy-r NU DssION i SUPPLY ALL KIND OR OTIII. OONNeCTORS" Flo Nam Sid Roof VAIN DAM (Nov 25.0 o Sheet Std Roof Volley REMBERTO CONTRERAS, P.E. Consulting Enoirsi.v : 'vilt,Structura ltd'" .�' REMB citcAtilER, At RE. Consult . 30 N.W. 8 Avw�+ta�� Miami, FL 33172 Phone: (305) 667 -6797 NOV 3 0 2004 (Florida P.E. 21522) • • • • STANDARD LATERAL WEB BRACING 0°.°/...°•••••( //1 1..sx V111,414414441clik /— 1x4 or 2x3 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 the. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. END OF BRACING MEP. SHALL BE. CONNECTED TO A FIXED RIGID POINT OR X- BRACED AS NOTED ON THIS DETAIL NOTE: PROVIDE X- BRACING AT 20' -011 INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 Ibs. LATERAL BRACING DETAIL ALT. LATERAL BRACING DETAIL TRUSSES 0 24" O.C. TYP. NOTE: BRACE MUST BE -90X THE LENGTH OF THE iMEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRAONG. NAIL DESIGN WADS. (ACCORD04G TO NATIONAL DESIGN SPEC.) FOR GROUP I1 SPECIES (S.Y.P.): 10d COMMON NAILS - W b. (Shur) 10d COMMON NAILS 107 b. (Sher) MHWMUM GRA OF latel LOAOiNO i d 7-'i'..'1 L►7.1.1.D11 [i_1 i�"..� iEILIMI t. rcr:111 111111111E-1111111" I 1151.1L.111 1111.4M1111 !I R..r CODE ?OM NOTE: BRACE MUST BE -90X THE LENGTH OF THE iMEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRAONG. NAIL DESIGN WADS. (ACCORD04G TO NATIONAL DESIGN SPEC.) FOR GROUP I1 SPECIES (S.Y.P.): 10d COMMON NAILS - W b. (Shur) 10d COMMON NAILS 107 b. (Sher) MHWMUM GRA OF latel LOAOiNO (PSF) L FLORIDA BUILDING T.C. REFER TO SEPARATE TOP ..3)._ CODE ?OM 6C. ENOMEERtNO DWG. BOTTOM Webs SPACING: 24" O.C. STRUCTURES USA, INC. ?Prime assoseindemt 050 45) 74045 4577' "INS OIgNN i SUPPLY ALL KIND OP IMO. DOMNitKTO • • • • 000000 • • e. • • • • 10. • • 1111.10.. • • ..1111.. • 10.10.1110 .11111011 000000 e 1011,. • .. • iT E ti � rflti f. -•'� ��` . NOV 3 S, P.E. ritiaMillessesa,a4c. REMBE Consultin Firs Nrre: Std Labial Web Swing (Nov 29-04).>de Sheet: SW Udell 'Nib Breabp 30 N.W. 8 A /ORJ9, NC 10 Miami, FL 33172 Phone: (305) 6674797 (F!orida P.E. 21522) 7035 SW 44th STREET MIAMI, FL 33155 BESTPH: (305) 667 -6797 ROSS CONTRACT # t 013 FAX: (305) 667 -0592 1- 800 -273 -1034 1116 ENGINEERING PACKAGE CONTRACTOR: cu` PAo,10.a -c-, S2-ervics ADDRESS: t 2-41 p4 E, ( mot'- VIA,LowL SALES PERSON: BY: • -° � PREPARED BY. JOB # 1 b I DWG # (05-'S ENGINEERING DATE: 1 0 — - - O Ig :aqT j COPIES, RECEIVED BY: DATE: • .. . •• • •• PRINT NAME: • • • •••• • • • • WC TO RE9.'EASE eNdIMEERING. . X •. • • ,•• • • •• •• • DATE: • •..•• •• • NOTE: THIS ENGINEERING IS VALUABLE!! •• • :M•011:10NAL CHARGES FOR (EXTRA COME* AND/OR REPLACEMENTS!! REMINDER: ALL CLAIMS OF ERROR OR DEFECTIVE MATERIALS ERIALS I FIiUST BE hilitiE 10 THE SELLEti PRIOR TO INSTALLATION!! Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 'Inspection Number: NSP -9715 Permit Number: RC- 2 -05 -3j Inspection Date: 0912712006 Inspector: Grande, Claudio Owner: ALTERMAN, RICHARD Job Address: 1247 101 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: FLORIDA PROFESIONAL SERV LTD CO Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Block: Phone Number (305)759 -3460 Parcel Number 1132050250050 Lot: Phone: 305 - 759 -3460 Building Department Comments Cc) Ct()7-1/ Passed ' Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, September 26, 2006 Page 2 of 2 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33'126 TELEPHONE (305) 220 -3171 FAX: (305) 264-0229 DRAWN BY :: TULY ••• • • • • ii runjtxrs 3nr. ••• • • LAND SURVEYORS SHEET No. 2 OF 2 LOT -2 BLOCK -185 ••:••• • .::60(�'1.1iRY SURVEY • • • • • • • • JOVE =1":20' • • • ••• • • • • • • • ••• • • •• • • • •• • • • •• ••• • • • • •• F.I.P 1/2" NO CAP ON P.L. 10.03 9.98 0 p 86.00'- F.I.P 1/2" NO CAP 10.01 10.20 10.0 4' C.L.F. 5' U.E. •1110•1011■111M1111•111111=MMOMMIMIIIIIIMIMM=IIIMMIM.• I= __r �W 1MMI 10.21 MEM I�� 1 • =m■ - -- ...., 10.2 mL 1•_•_•_1 =Arm■ POOL _. M 11•111110111,1411 MEM= - E71IMIMI! - -•. • N. -- RICK PAVERS PATIO -- rui►i - -- — I — _r == - - •_a• MI =Ill TlI=yI= Ml MI Willa. i am MI OM In IIII 9.37 QI 0.18 10.03 ON P.L. A/C ELEV =10.08' ADDITION (UNDER CONSTRUCTION) 46.20' LOT -7 BLOCK -185 5.65' C/P 0 0 N 1.80' CL. ONE STORY RES. # 1247 LOT -6 19.65' .99 8.80 BLOCK -185 " 0 C LOT -5 L.F.E.=10.33' ti ›: q BLOCK -185 F.F.E =11.16 M GARAGE ELEV.=8.86' 19.85' LOT -4 BLOCK -185 0 d°• 12.35' 12.25' v 15.45' 8.62 8.35 7- x 8.72 ib 1.0' CL. 9.97 8.82 7.98 O00 7.00 8.20 x/ O. 4 6.96 100.00' 86:00' . .6.98. Miami S :2PF!C(VEr) ZON1ING bait 3l.DG r) 1' C.BG. 24' PWY 7.20 6.97 SURVEYOR'S NOTE: - There may be Easements recorded in the Public Records not shown on this Survey. N.W. 582 W. 7TH a , 202 MIAMI, FL 33128 TELEPHONE: (308) 284 -2880 FAX: (305) 284-0229 DRAWN BY: G.F.G. • • • ••• • • • • • •••• • •Nova Surveyor .,'4nic.. '•' Ste RVEYNO • • ••• • • • • • • ••• SHEET NO 1 OF 2 5- 0002903 -4 LAND SURVEYORS SURVEY OF LOT 6, BLOCK 185, OF BAY BREEZE SECTION MIAMI SHORES, A CORDIMG TO �IIIE T THE�iEQ1' AS RECORDED IN PLAT BOOK 42, PAGE 25, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FL4RIZIA.. • • • • • k • • • . • • • • • • •• ••• • PROPERTY ADDRESS: 1247 NE 101 ST, MIAMI SHORES, FL 33138 FOR: RICHARD C. ALTERMAN LOCATION SKETCH •• • • • • • Scale 1" NT.S.• 5 ev. o' 4.' `\ NK ' 1 ,1 • •• ••• •• • • • • • • • •••••••• I XV ...._/A.5' ... _ .. 1 5T - - -loo -- 111.1 441 QP L .__=.4 14 10 l'r i "! I O 1452 7 ` ' S`>a -- - PROPERTY ABBREVIATION AND MEANING A =ARC NC = AIR CONDITIONER PAD AE = ANCHOR EASEMENT AIR = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL= CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. IN.&EG. = LF.E. _ FEDERAL NATIONAL INSURANCE PROGRAM INGRESS AND EGRESS EASEMENT LOWEST FLOOR ELEVATION LM.E. = LAKE MAINTENANCE EASEMENT LP. = UGHT POLE M. = MEASURED DISTANCE MIH = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK O/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.LS. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RIW = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE LB. #8044 SINK = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED ETC = ANGLE = CENTRAL ANGLE 6 = CENTER LINE = MONUMENT LINE - THERE MAY BE EASEMENTS RECORDED IN THE PUBUC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY 15 SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY /ILL BE RESPQNSIBLE - FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. - THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. - HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. - THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THELO>sAL AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATE `,THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE AE COMMUNITY/PANEUSUFFIX 120852 0093 J DATE�F FIRM: 07/17/1995 BASE FLOOD ELEVATION: 8 FT. CERTIFIED TO: RICHARD C. ALTERMAN 14 I 1 *7-4" '8t5 -ta ` 1\-.)t(0151 r LEGEND TYPICAL !'"'" —OH— OVERHEAD UTILITY LINES 23 C B S. = WALL (CBW) -x—la C.L.F. = CHAIN LINK FENCE -0--0- I.F. = IRON FENCE srsr W.F. = WOOD FENCE ■ 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE COUNTY BENCH MARK NO. B -28-RA LOCATOR NO. 3250 ELEVATION 17.24 FEET OF N.G.V.D. OF 1929 SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027, FLORIDA STATUTES. BY: JOHN IBARRA 091 144 104 (DATE OF FIELD WORK) PROFESSIONAL LAND SURVEYOR NO. 5204 STATE OF FLORIDA (VAL)D- COPIES OF THIS SURVEY WILL BEAR THE EMBOSSES SEAL OF- THE*wESTING LAND SURVEYOR). 4 s4 REVISED ON: FS REVISED ON: SURVEYOR'S SEAL S U.S. D PARTMENT OF HOMELAND SECURITY FederakErr rgency- Management Agency Nation) Flood Insurance Program 5 -0 42903 -4 Al. Budding Owner's Name ELEVATION CERTIFICATE • • ••• • • • ••• •• •• • • • •• Important: Read the instructions op Noe/ •1; V• V. • SECTION A - PROPERTY INFORMATION • • • • RICHARD C. ALTERMAN • • • ••• • A2. Building Street Address (including Apt, Unit, Suite and/or Bldg. No.) or P.O. Rg4.rtdarlcj,13ort•No.• • • • • • • • • 1247 NE 101 ST • • • :o. • • • • • Cily State MIAMI SHORES FL A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Descriptjpll'ett.); •'F.oIiQH! J.118 0)52 0050 Lot 6, Block 185, of BAY BREEZE SECTION MIAMI SHORES, according• trOae•• p� a� •t'hepof 3s• recorded in Plat Book 42, Pape 25, of the public records of MIAMI -DADE county, Florida. • • • • • • • • • A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL ' •.. .... OMB No. 1660 -0008 Expires February 28, 2009 C.O.R. = 7.77 FT ZIP Code 33138 A5. Latitude/Longitude: Lat. 25° 52' 06.03" Long. 80° 10' 19.88" A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 1223 . C sq ft a) Square footage of attached garage 2400.0(sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosures) walls within 1.0 foot above adjacent grade 7 walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 953.0 C sq in c) Total net area of flood openings in A9.b N/A sq in Horizontal Datum: DNAD 1927 ka NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORE 120652 B2. County Name MIAMI -DADE B3. State 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) 12025C0093 J 07/17/1995 03/02/1994 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9 IJFIS Profile © FIRM ['Community Determined ['Other (Describe): BI1. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 DNAVD 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: DCBRS DOPA 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 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 C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized MIAMI -DADE COUNTY B . M . # B -26 -RA Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) g) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) 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) Check the measurement used. 10.33 © feet ['meters (Puerto Rico only) 11.16 © feet ['meters (Puerto Rico only) N/A © feet ['meters (Puerto Rico only) 8.86 © feet ['meters (Puerto Rico only) 10.08 © feet ['meters (Puerto Rico only) 8.81 © feet ['meters (Puerto Rico only) 8.82 © feet Ometers (Puerto Rico only) 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. I 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. Certifiers Name JOHN IBARRA License Number 5204 Title PRO Address 5582 N Signature SIONAL LAND SURVEYOR SUITE 202 FEMA Perm 81 -31, ",e ary Company Name NOVA SURVEYORS, INC. City MIAMI State ZIP Code FL 33126 Date Telephone 09/14/2006 (305) 264 -2660 See reverse side for continuation. #5204 09/14/2006 places all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. 5- 0002903 -4 Building Street Address (including Apt' jJhit. uit aneoc BidgeNo3 ot4.O. Route and Box No. 1247 NE 101 ST • • • • '' • • • • • • • • ••• • • • City •:• • • i i •:• • State ZIP Code MIAMI SHORES FL 33138 ER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION D - SURVEYOR ENGIN Copy both sides of this Elevation Certicaaee tr (1) co • mmunity unnity effiai aI! (23 in)urance agent/company, and (3) building owner. • Comments • • • • • • • • • • SECTION C2 (e) I!OWEST ELEVATi'CH? MACIi'1•NEFtY IS THE A/C PAD •• • • • • ••• Signature j. j • VI p .'�i1 • ••• • • • • g. 09/14/2006 n Check here if attachments SECTION E - BUILDI CG ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFEj For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMB 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 grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Elfeet Ometers 0above or Obelow the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is Ofeet Ometers 0above or Obelow 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 Ofeet Ometers 0above or Obelow the HAG. E3. Attached garage (top of slab) is Ofeet Ometers 0above or Obelow the HAG. E4. Top of platform of machinery and /or equipment servicing the building is Ofeet Ometers Dabove or Obelow the HAG. E5. For 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? DYes ONo DUnknown. 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, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name RICHARD C. ALTERMAN Address City State ZIP Code 1247 NE 101 ST MIAMI SHORES FL 33138 Signature Date Telephone Comments El 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. 0 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. Ej 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. 0 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: DNew Construction 0Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in ZONE AO) depth of flooding at the building site: Local Official's Name feet Ometers (PR) Datum: feet Ometers (PR) Datum: Title Community Name Telephone Signature Date Comments 0 Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions U.S. DEPARTMENT OF HOMELAND SECURITY Federat?Emrgencylvtanagement Agency National Flood Insurapce Program 5- 0002903 -4 Al. BuIding Owner's Name R ;CHARD C. ALTERMAN ELEVATION CERTIFICATE • • ••• • • • ••. •• .• • • • • •. •• . mportant: Read the instructiops •on pages;1; 4 • ; : C.O.R. = 7.77 FT • OMB No. 1660 -0008 Expires February 28, 2009 SECTION A - PROPERTY INFORM IVN • • • ••• • • • ..• • • . . • . - A2. Building Street Address (including Apt., Unit, Suite and/or Bldg. No.) or P.O. Route an6 x'No.. • • •. 1247 NE 101 ST • • • • • • • City MIAMI SHORES A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal DescriptiprT,'etr:) ; • FgIior1111852E50050 Lot 6, Block 185, of BAY BREEZE SECTION MIAMI SHORES, accordin4•tq ' e pxaY••$fie:eof a%•recorded in Plat Book 42, Page 25, of the public records of MIAMI -DADE county, Florida. • • • ••• • • • • A4. Building Use (e.g. Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL • ' ' • • • • A5. Latitude/Longitude: Lat. 25° 52' 06.03" Long. 80° 10' 19.88" • • • • • • • • • • • • • • • State FL ZIP Code 33138 A6. Attach at least 2 photographs of the building if the Certificate is being used to A7. Building Diagram Number 8 A8. Fat a building with a crawl space or enclosure(s), provide: a) Square footage of crawl space or enclosure(s) 1223 . C sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 953.0 C, sq in obtain flood insurance. Horizontal Datum: D NAD 1927 NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 2400.00 ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORE 120652 B2. County Name MIAMI -DADE B3. State 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) 12025C0093 J 07/17/1995 03/02/1994 AE 8 FT B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. QFIS Profile © FIRM ['Community Determined ElOther (Describe): B11. Indicate the elevation datum used for BFE in Item B9: © NGVD 1929 DNAVD 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: DCBRS DOPA 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 MIAMI -DADE COUNTY B.M.# B -26 -RA Vertical Datum NGVD 1929 Conversion/Comments N/A a) b) c) d) e) f) g) Top of bottom floor (including basement, crawl space, or enclosure floor) Top of the next higher floor Bottom of the lowest horizontal structural member (V zones only) Attached garage (top of slab) 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) Check the measurement used. 10.33 i© feet Ometers (Puerto Rico only) 11.16 i© feet Elmeters (Puerto Rico only) N/A i© feet Elmeters (Puerto Rico only) 8.86 © feet Elmeters (Puerto Rico only) 10.08 © feet Ometers (Puerto Rico only) 8.81 i© feet meters (Puerto Rico only) 8.82 © feet ['meters (Puerto Rico only) 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. I 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. Certifiers Name JOHN IBARRA License Number 5204 Title Company Name PROFESIONAL LAND SURVEYOR NOVA SURVEYORS, INC. Address 5582 N.W. Signature SUITE 202 City MIAMI State ZIP Code FL 33126 FEMA Form 81 -31, Fearuary 2006 Date Telephone 09/14/2006 (305) 264 -2660 See reverse side for continuation. #5204 09/14/2006 R' -places all previous editions IMPORTANT: In these spaces, copy the corresponding Information from Section A. Budding Street Address (including Apt nit* $uiie•a or B i< Nr) of P.O. Route and Box No. 1247 NE 101 ST • • • • • • • • • • • • ••• • • • CttY • • • • • • • ••• • State ZIP Code MIAMI SHORES FL 33138 SECTION D - SUR'OR ENGIN,EER.OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation CertZcate for f 1) commupity Wig; (2i it jurance agent/company, and (3) building owner. Comments • • • • • • • • SECTION C2 (e) LOWEST ELEdAT1'OII MACIifNEAY IS THE A/C PAD 5- 0002903 -4 Ia 7 Signature SECTION E - BUILD! • • di• 11111 • • • • ... • • • • •DAt@• 09/14/2006 n Check here if attachments G ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BF E) For Zones AO and A (without BFE), complete Items E1 -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 grate (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is Elfeet Ometers above or El below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is Dfeet Elmeters Elabove or Obelow 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 Ofeet Ometers Elabove or Elbelow the HAG. E3. Attached garage (top of slab) is nfeet Elmeters Elabove or Elbelow the HAG. E4. Top of platform of machinery and /or equipment servicing the building is Ofeet Elmeters Elabove or El below the HAG. E5. For 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? DYes DNo 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 RICHARD C. ALTERMAN Address ZIP Code 1247 NE 101 ST City MIAMI SHORES State FL 33138 Signature Date Telephone Comments 0 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. 01. 0 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. f 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. Ei 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: G9. BFE or (in ZONE AO) depth of flooding at the building site: Ofeet El meters (PR) Datum: feet El meters (PR) Datum: Local Official's Name Title Community Name Telephone Signature Date Comments 0 Check here if attachments FEMA Form 81 -31, February 2006 Replaces all previous editions • Check Info Account 911100494 Amount: 2,781.94 Check #: 1578 Posted Date: 08/31/2006 I� coish q 61017 to Page 1 of 1 Bank of America, N.A. Member FDIC. ©2005 Bank of America Corporation. All rights reserved. https: // direct. bankofamerica. com / Image/ BofaDirect /ImageAccess/ViewerPrinl: jsp ?timestamp= 115711550... 9/1/2006