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RC-08-4143\14t 0 I /1-65_ 01- ASSO . BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City ' -kmt thfteN Tenant/Lessee Name Miami Shores Village Building Department �,�UL CO 4 State T Zip 3 bI Job Address (where the work is being done) 61 110 b City Miami Shores Villa e County FOLIO / PARCEL # - 0'570 Is Building Historically Designated YES NO Contractor's Company Name OO1 1 P 8�G Phone # ZS° 6 S °0-1 12. Contractor's Address 1 a qui 6 cA Cit Ot State Fi Zip 3 3 (6 Qualifier Name ()` IBIezI t, Phone # State Certificate or Registration No. cieGastbsei gineer's Name (if applicable) _..MNI1CPhone # Value of Work For this Permit $ agt4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. (C)O 414 Master Permit No. Electrical Plumbing Mechanical Phone # Miami -Dade Zip ?3Ida 1 Certificate of Competency No. Square / Linear Footage Of Work: Phone # S OS 17,57.2.7 3aSS7- 34337 c/Oct sr Type of Work: Wddition Vf. Iteration ON ❑ Repair/Replace ❑ Demolition Describe Work: g t TV.J it/G.i.) F R.la/wAINast 6t4/4446 /4- AM,..,-- 0 yr u 0e A CASAW N4 IS loo.^ -• 0 P�r x,�,,�xxFeesrr,�ar�r Submittal Fee $ Permit Fee $ ,, 7-4 5 Notary $ Training/Education Fee $ 3'00 Scanning $ 2 Radon $ CCF $ 1500 Co/CC ) 50 Technology Fee $ 1 Zoning $ C (U 4 Total T ow Due $ 02 (0 . See Reverse side —> c ( 12-'bb MIAMI SHORES V LL E MAR 0 2000 BY: Lam`" Roofing 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 thatno 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 Contractor The foregoingrmstrument was acknowledged before me this / The foregoing instrument was acknowledged before me this /te" day of_ 20 by day of Pee, , 20 ®I'1;y Or, _e44 4 h 8 «� who is personally known to me or who has produced as identification and who did take an oath. who is personally known to me or who has produced NOTARY PUBLIC: Owner or Agent �auu,,, Marsha Williams ` ,� I y`!?a,., ' - � = Commission �'DDb4101t rJ '' '-` _ @ - Expit�: FEB. 15201 1 Sign: V J G +� ! ;;� � R � WWW AARbNNu iwuY cortl Print: I ar CO; 11 curii My Commission Expires: al 1 Jr'/cQD l l **************** * * * ** * * * * * * * * ** * * * * * * * * * * * * * *** APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. OF FLORIDA Arlenis Alicea Silvera Bonded Expires: MAR. 04, 2008 ).-6 Plans Examiner' hAiddi 0AJ (1/7/408- Signature � L NOTARY PUBLIC: Sign: Print: My Commission Expires: ZONING FIRE RKi- 3l0101 ,,otc fl1 6 /ii/ STRUCTURAL ' � 10 1000K IMPAC FEES ;,_ ,fA - ef, ELECTRIC 04 IRS! Ags s ‘ r r01oy ERM Il • PL : 1 G sufbpz nil NOC i , PERMIT # I) (1 - 414 CONTRACTOR: 0k3 411 11■1C, SUBMITTAL DATE: I , G4 i 1-i i 200 7 �� RESUBMITAL DATES: 11`Ot Slrl ;1D1 COMA rte. 110 & PROJECT T YPE: MECHANICAL NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I C � PERMIT NO. — 4(4 TAX FOLIO NO. 1% 36- 9 -0W STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: (.01 tU 4. Contractor's name and address: NON% i'I�C' / 1 -io OW 6 G4 1� V�IGM1 .?)kt.A 5. Surety: (Payment bond required by owner from contractofl :, K;a FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this'is a tru inglnal filed r_erns office on ,AD20 Name and address: Amount of bond $ 6. Lender's name and address: Signature of Own Print Owner's Name Fr s Sworn to and subscribed before me this Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 D( 8 vaw VI TNESS day of /Y.toele4 NOTARY PUBLIC -STATE OF FLORIDA Nancy Iglesias Commission # DD535535 Expires: MAY 13, 2010 111111111111111111111111111111111111111111111 CFN 2008Ri 4 -27187 OR &k 26395 Ps 0838; Ups ) RECORDED 05/23/2008 11:53:11 HARVEY RUVIIdr CLERK OF COURT NIA1`1I -DADE COUNTYr FLORIDA LAST PAGE RECEIVED MAY ? 3 2008 4 12 -% (o 6 O 2. Description of improvement: istclAviley, fl4- (,I brc j , -fit � f t �-�( . YP e.1kk,i 3. Owner(s) name and address: F O\ WCO P71U\U 62. t4r, {- cmy fG 33161 Interest in property: Name and address of fee simple titleholder ARVEY fit ` , of Circuita rycourts limy. �.�.i %Lr% I'iT1, L� '40 , 7. Persons within the state of Florida designated by Owner upon who , no ices or . r�tts ma �� = as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida 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 date is specified) 0 201 0 Prepared by 1 (Y1 4t0Li , 20 o8.i / Addres V�yo 6 el 0 krnti fly Mtb� DEVELOPMENT ORDER File Number: PZ- 08 -07- 200749 Property Address: 62 NE 110 Street Applicant: Francisco Paula (Owner) Address: 62 NE 110 Street Miami Shores FL 33161 Agent: Mark Campbell Address: 373 NE 92 Avenue Miami Shores FL 33138 Whereas, the applicant Francisco Paula (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Special Approvals, Sec. 600: Sec. 523. Site plan approval, Addition, garage conversion, new front foyer. Whereas, a public hearing was held on September 27, 2007 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 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 all required building permits before beginning work. 2) Applicant to secure a separate building permit for the driveway. 3) Applicant to meet all applicable code provisions at the time of permitting. 4) Driveway and sidewalk to be reconfigured to meet the Village Code requirements and as approved by the Planning Board. Page 1 of 2 5) Applicant to utilize only roofing material that is approved by the building official. 6) The height of the front tower is not to exceed the height of the residence's existing roof. 7) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property is used only for a single family purpose, record the covenant and provide the planning director with a copy of the recorded document prior to the final inspection by the Building Official. 8) This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one (1) year. Additionally, the applicant must, satisfy all applicable Miami Shores 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 27 day of September 2007 by the Planning Board as follows: Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes Date Richard M. Fernandez Chairman, Planning Board Page 2 of 2 DAVID A. DACOUISTO, Al PLANNING & ZONING DIRECTO DEVELO File Number: Property Add Applicant: Address: Agent: Address: Whereas, the a Board on the al Hardship varia 523. Addition, Whereas, a pu application an • Mr. Ulmer Mr. Reese Mr. Sastre Chairman Fern /0 Date MENT ORDER PZ- 08- 07- 200750 ess: 537 NE 96 Street Sirva Relocation (Owner) 3300 Fernbrook Lane North Suite 300 Minneapolis MN 55447 Mark Campbell 373 NE 92 Avenue Miami Shores FL 33138 Yes Yes Yes Absent dez Yes tam], _ Sh,ore 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 - 8972 plicant Sirva Relocation (Owner) has filed an application for a variance before the Planning ove property. The applicant sought approval as follows: Errors and Variances, Sec. 702: ces. Sec. 523.1. Rear yard setback for main structure. Special Approvals, Sec. 600: Sec. onnect accessory structure to residence and remodel, paving of yard. lic hearing was held on September 27, 2007 and the Board, after having considered the after hearing testimony and reviewing the evidence entered, finds: The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. The applicant has not established substantial competent evidence as a basis for the relief sought. Therefore, the ariance request is denied. Passed and ado ted this 27 day of September 2007, upon a Motion to Deny the variance with the vote as follows: Mr. Abramitis Richard M. Fernandez Chairman, Planning :, ar e REYES-GAVILAN Consulting Engineers,Inc. 16252 N.W. 79 Ave Nam] Lakes, Fl 330 Fl 33016. Tel:(305) 828-5205 Unit/ Area served: AHU-1(NEW) rrF N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area = 49 FE/v1 Partition Roof Floor Ceiling TOTAL SENS. GTH=TOT. SENS. x 1,3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTxQ= Partition TOTAL KW SOLAR 37 66 x 82 56 82 x 66 x , LT 13 48 13 T. AREA 1071 x 49 x 1.1 x 0 x 14091.5 4.1 Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual Second Edition. SHADE T. AREA BTII/HR. 259 x 0 = 0 37 x = 703 x 0 x 0 = 0 37 x = 851 • 0 • 0 Subtotal = 1813 U T. AREA BTU/HR x 0.09 x = 0.0 x 0.05 x = 1639.2 x 0.09 = x x = 0.0 Subtotal = 2438 Job Name: Date: ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area= ITEM People Kitchen Infil /Vent. -= Miscellaneous LT 14 x 20 24 x 22 x 17 x 22 24 x 22 x 1071 BTU/Unit 230 x 1200 1.1xQxDT 13041 Btu/Hr 16953 Btu/Hr (TOTAL SENSIBLE+ LATENT) MAX. ALLOWED PER UNIT 1.15 % = TONS USE AT U BTU/HR Cfin 27 x 0.3 = 8675.1 Sq.Ft./T 27 x 0.05 = 922.1 CFM/sq.ft 27 x 0.09 = 1659.7 27 x 1.1 = 1455.3 27 x 46.444 = 1379.4 27 x 0.09 = 0.0 Btu/hr Kw Summer design: 91.0 °F Summer Coincident W.B.: Summer Daily range.: 11.0 Data Source 2001 ASHRAE PAULA RESIDENCE 62 N.E 110th STREET 11/27/07 1.4 . x1112410t= 030 x • • = • X • • • • • • • • • • • • labt°tal • • • • • • • • • • • • • • R 07 1308 • = BTU/HR 768.6 0.0 1231.2 0.0 969.0 .Q.D. • • 37941: .e • • :61.4). • : • • NOI. • • • BTU/N. • •••• • = .zra . tb • • • •••• = •• • : 40•••: • a = 766.3 ='..;::::::::::::,...,,,,,..,,...,.:..,::::*:.:.* Subtotal = 2026 19496.05 Btu/Hr REYES-GAVILAN Consulting Engineers,Inc. 16252 N.W. 79 Ave Miami Lalces, Fl 330 Fl 33016. Tel(305) 828-5205 Unit/ Area served: AHU-1(NEW) ITEM N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area = 49 FEM Partition Roof Floor Ceiling TOTAL SENS. GTH=TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTatt; Partition TOTAL KW SOLAR SHADE T. AREA 37 x = x 0 = 66 x 82 56 82 x 66 x AT 13 48 13 x x x x 14091.5 Btu/hr 4.1 Kw 37 Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation ManuaL Second Edition. x 0 37 Xi x Subtotal = U T. AREA BTU/HR 0.09 = 0.0 0.05 x = 1639.2 0.09 = 799.1 0.0 Subtotal = 2438 AT U BTU/HR. 27 x 0.3 = 8675.1 27 x 0.05 = 922.1 27 x 0.09 = 1659.7 27 x 1.1 = 1455.3 27 x 46.444 = 1379.4 27 x 0.09 = 0.0 Job Name: PAULA RESIDENCE 62 N.E 110th STREET Date: BTU/HR ITEM 259 N. Wall 14 O NE. Wall 20 703 E. Wall 24 SE. Wall 22 0 S. Wall 17 O SW. Wall 22 851 W. Wall 24 O NW. Wall 22 0 Knee wall 1813 T. Wall Area= 1071 ITEM People Kitchen Infil.Nent. = Miscellaneous TONS USE OILS Cfm Sq.Ft./1' = 455.3 CFM/sq.ft = 0.9 Summer design: 91.0 °F Summer Coincident W.B.: 77.0 °F Stammer Daily range.: 11.0 °F Data Source 2001 ASHRAE Hand Book 11/27/07 AT U T. AREA BTU/HR 1.4 x 0.3 xggr x 0.3 x 0 x 0.3 xigr x 0.3 x x 0.3 x x x x * 15.3 • x •.2-t.• x 0, x •••• x •••• • • • • •••6ubtotal •••• x • • • • • • • • • • 13041 Btu/Hr 16953 Btu/Hr (TOTAL SENSIBLE.+ LATENT) MAX ALLOWED PER UNIT 1.15 % = = Tr" = 0040 • • • 00 = 768.6 0.0 1231.2 0.0 969.0 salr • 3794% .0.0 = • 6 • • 6000 _1Vak. •••••.= .460 • BTU/Unit 230 1200 • • • = • 0 • • 1.1xQxDT = 46.444 x . 1 1 64 . • = 766.3 Subtotal = 2026 19496.05 Btu/Hr REYES- GAVILAN Consulting Engineers,lnc. 16252 N.W. 79 Ave Miami Lakes. Fl 33 0 Fl 33016. Tel:() 8285205 Unit/ Area served: AHU -2 (EXIST.) BEM SOLAR SHADE T. AREA N. Glass 37 x x €< €< NE. Glass 66 x E. Glass 91 x SE. Glass 82 x S. Glass 56 x SW. Glass 82 x W. Glass 91 x NW. Glass 66 x Hor. Glass x T. Glass area = 134 - ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTx Partition TOTAL KW AT U T. AREA BTU/HR 13 x 0.09 x >< > ?' €` = 0.0 48 x 0.05 x = 3489.6 13 x 0.09 x = 17012 x x ::.:::............ = 0.0 Subtotal = 5191 T. AREA 1206 x 134 x 1.1 x 0 x 22181.0 6.5 AT 27 27 27 27 27 27 Btu/hr Kw Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. x x x x x x x x x x x V = x Subtotal = 8230 BTU/HR 1517 0 2184 0 2800 0 1729 0 0 24977 Btu/Hr 32471 Btu/Hr (TOTAL SENSIBLE ± LATENT) MAX. ALLOWED PER UNIT 1.15 % _ TONS USE U BTU/HR Cfm 0.3 = 9768.6 Sq.Ft./T 0.05 = 1962.9 CFM/sq.ft 0.09 = 3533.2 1.1 = 3979.8 98.872 = 2936.5 0.09 = 0.0 Q ARCHxVOL. /60= 0.48 x 12359 / 60 = 98.872 Area A/C= •> Sq. ft. Volume A/C= # x 8.5 = 12359 Cu. ft. Job Name: PAULA RESIDENCE 62 N.E 110th STREET Date: ITEM N. Wall NE. Wall E. Wall SE. Wall S. Wall SW. Wall W. Wall NW. Wall Knee wall T. Wall Area ITEM People Kitchen Infil.Nent. = Miscellaneous 11/27/07 AT 14 20 24 22 17 22 24 22 2.7 0.8 Summer design: 91.0 ° F Summer Coincident V.B.: 77.0 ° F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book U x 0.3 x 0.3 x x 0.3 x 0.3 x x 0.3 x3 x: 03'. x x u.3 • x T. AREA •• _ BTU/Unit 'O'PAA, 230 1200 .,..,.. • • • 1.1xQxDT = 98.872 x x •.Q}•• x •••• x •••• • 1206 •••subtotal •••• = ••• • • • • •• •• •• BTU/HR 1675.8 0.0 2923.2 0.0 1581.0 • 15.x: • 6552• . 0.0 65• • = .690 • 1200 11.5 e = 1631.4 •••• • • •••• •• • Subtotal = 4721 37341.17 Btu/Hr REYES GAVILAN Consulting Engineers,lnc. 16252 N.W. 79 Ave Miami Lakes, F1 33 0 Fl 33016. Tei:(305) 828 -5205 Unit/ Area served: AHU -2 (EXIST.) ITEM N. Glass NE. Glass E. Glass SE. Glass S. Glass SW. Glass W. Glass NW. Glass Hor. Glass T. Glass area ITEM Partition Roof Floor Ceiling TOTAL SENS. GTH =TOT. SENS. x 1.3 HEAT LOSS ITEM Walls Roof Floor Glass Ventilation = 1.1xDTxt Partition TOTAL KW SOLAR SHADE T. AREA BTU/HR 37 x x_<= 1517 66 91 x 82 x 56 x 82 x 91 x 66 x x 134 AT 13 x 48 x 13 x 134 x 1.1 x 0 x 22181.0 6.5 Q= ARCHxVOL. /60= 0.48 x 12359 / 60 = 98.872 ................... Area A/C= >'14`< Sq. ft. Volume A/C= x 8.5 = 12359 Cu. ft. ................... ................... ................... x LT 27 27 27 27 27 27 Btu/hr Kw Residential Cooling and Heating Load Calculations Based on ASHRAE Cooling & Heating Load Calculation Manual. Second Edition. x x V = x Subtotal = U T. AREA 0.09 x 0.05 x 0.09 x x = Subtotal = ITEM N. Wall O NE. Wall 2184 E. Wall O SE. Wall 2800 S. Wall O SW. Wall 1729 W. Wall Q NW. Wall 0 Knee wall 8230 T. Wall Area= BTU/HR 0.0 3489.6 1701.2 0.0 5191 0.09 = 3533.2 1.1 = 3979.8 98.872 = 2936.5 0.09 = 0.0 Summer design: 91.0 F Summer Coincident W.B.: 77.0 ° F Summer Daily range.: 11.0 ° F Data Source 2001 ASHRAE Hand Book Job Name: PAULA RESIDENCE 62 N.E 110th STREET Date: ITEM People Kitchen Infil./Vent. = Miscellaneous 11/27/07 AT U T. AREA BTU/HR 14 x 0.3 x`!` = 1675.8 20 x 0.3 x 0:. : :: 0.0 24 x 03 x'll'= 2923.2 22 x 0.3 x;::.:::.:,:.0 = 0.0 17 x 0.3 x.>i?- = 1581.0 22 x: 0 x • _ • 9!0: • 24 x 'b.3' x 655:1. 22 x•••Os':• x • • • 1206 BTU/Unit 230 1200 1.1xQxDT 2.7 484.7 x •••• x •••• _ • ' •••• ubtotaT•••• = •483S. • • • • BB - • U s R • • •• •• = 98.872 x 24977 Btu/Hr 32471 Btu/Hr (TOTAL SENSIBLE.+ LATENT) MAX. ALLOWED PER UNIT 1.15 % _ TONS USE U BTU/HR Cfm 0.3 = 9768.6 Sq.Ft./T = 0.05 = 1962.9 CFM/sq.ft = 0.8 .•• • • • .• •• • • xs< ' '•.••• _ . ++ 690 1. • _ :1hV: • • 16.9 = 1631.4 37341.17 Btu/Hr Subtotal = 4721 1�11Ci1111 ►J11V1 CS V 111cl.ge Building Department Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 STRUCTURAL CRITIQUE SHEET Shy /2oar - f �v - Ce4 /n y /ie/ A/ d/- e si k) On Sec/. 7 /5 -z, / O b I Y W C 1-n* s k 34 ' p 7 1 . - ) . LSzer e S`a 4 is s -u p por / e cL /9q Aida / ('7 /S - 2 4 /5 -3) C � 0/ eodf fro/4414f C /a/2 1 a / arc the g*Jl / 5 . 4- x. s� Steel cols. .5 r 7 y ? ,-5`` a' a ✓1 May? fe 7/5-2 PERMIT #; 120015- 4t4- Shores Villag 'B Dep Acknowle ed by: PERMIT CLEARK INITIAL: -' PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 ❑ Contractor ❑ Owner "Architect Picked up 2 sets of plans and (other) ( Address: (o - 1ti L� if 0 ST From the building department on this date in order to have corrections done to plans And/or get County s rstand that the plans need to be brought back to Miami to continue pe cess. i RESUBMITTED DATE: agl RECEIPT DATE: 1 -`1 • v �Q lain 11U1 GS V 'nage Building bepartment STRUCTURAL CRITIQUE SHEET e r.-1a ore O er M ' 3A. 34 ' ° /3 -/111. tvJteJ -a 6 4// -3) . I(r' 4 5 LA w( tft idro • • Iksf 0 /7 eotof, Clan j c1441 arr. ifi e c `‘kt j 1 .4 x 5/cc i c._ $. r 'yp ✓w s/ 7 5 2 Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 03/17/2008 16:01 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK *** TX REPORT *** * * ***** *** ** *** *** *** TX /R% NO 1847 RECIPIENT ADDRESS 93056889550 DESTINATION ID ST. TIME 03/17 15:59 TIME USE 01'47 PAGES SENT 2 RESULT OK March 15, 2008 Miami Shores Village Building Department Building Critique Sheet 10050 N.E. 2 " Avenue Miami Shores, F133138 Tel: 305 -795 -2204 Fax: 305-756-8972 Permit No: RC- 08 -414 Job Name: Addition for Paula Res. Page 1 of 1 1. Provide NOA's (Product Approvals) for all windows and doors reviewed and approved by the Architect of Record. 2. Address and correct comments from Structural reviewer. 3. Submit permit applications from the Electrical, Mechanical, Plumbing, and Roofing Contractors. Provide demolition permit for the demolition of the carport. Driveway shall be done under a separate permit. 4. Plans must be submitted to DERM, HRS for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. R001 Owners Name: FRANCISCO PAULA Job Address: 62 110 Street NE Miami Shores, FL 33161- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 .- nstru tJ Issue Date: Not Issued Expires:Not issued Folio Number:1121360040370 Total Square Feet: 0 •• •• •• •• •• •• •• •• •• Total Job Valuation: $ 75,000.00 Owner's Phone: Contractor(s) Phone Primary Contractor •• •• •• •• •• •• •• •• •• ORONI INC (305)685-0412 Yes •• •• •• •• •• •• •• •• ..:. Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/11/2008 : Yes Comments: DECLARATION OF USE TO BE RECORDED PRIOR TO FINAL INSPECTION BY BUILDING OFFICIAL LOR1D) DAVID A. DACQUISTO, ICP PLANNING & ZONING DIRECT R DEVELOPMENT ORDER File Numb Property Applicant: Address: Agent: Address: fi r: PZ- 08 -07- 200749 jddress: 62 NE 110 Street Whereas, tl' a applicant Francisco Paula (Owner) has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: pecial Approvals, Sec. 600: Sec. 523. Site plan approval, Addition, garage conversion, ew front foyer. Whereas, a considered entered, fin The application was made in a manner consistent with the requirements of 1 the Land Development Code of Miami Shores Village. . The conditions on the property and the representations made at the hearing ii merit consideration and are consistent with the requirements of the Land Development Code. Francisco Paula (Owner) 62 NE 110 Street Miami Shores FL 33161 Mark Campbell 373 NE 92 Avenue Miami Shores FL 33138 tarni SIiorp� v��a 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 e public hearing was held on September 27, 2007 and the Board, after having he application and after hearing testimony and reviewing the evidence s: The Board iequires 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: id 1) App1 cant to obtain all required building permits before beginning work. 2) App cant to secure a separate building permit for the driveway. 3) Appl ant to meet all applicable code provisions at the time of permitting. 4) Driv ay and sidewalk to be reconfigured to meet the Village Code requirements and as approved by the Planning Board. Page 1 of 2 5) Appl cant to utilize only roofing material that is approved by the building official. 6) The eight of the front tower is not to exceed the height of the residence's existng roof. 7) Appl prop plan the B 8) This was orde aban The applica by the Plann Mr. Abramitis Mr. Ulmer Mr. Reese h Mr. Sastre Chairman F ant to complete a covenant in the form of a "Declaration of Use" assuring the is used only for a single family purpose, record the covenant and provide the ng director with a copy of the recorded document prior to the final inspection by ilding Official. zoning permit will lapse and become invalid unless the work for which it pproved is started within one (1) year of the signing of the development by the board chair, or if the work authorized by it is suspended or oned for a period of at least one (1) year. Additionally the applicant must, satisfy all applicable Miami Shores 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. on with conditions was passed and adopted this 27 day of September 2007 n g Board as follows: Yes Yes Yes Absent andez Yes Richar . Fernandez Chairman, Planning Board Page 2 of 2 March 15, 2008 Claudio Grande CBO 305- 795 -2204 Miami Shores Village Building Department Building Critique Sheet 10050 N.E. 2n Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: RC- 08 -414 Job Name: Addition for Paula Res. Page 1 of 1 1. Provide NOA's (Product Approvals) for all windows and doors Ak reviewed and approved by the Architect of Record. 2 Address and correct comments from Structural reviewer. Submit permit applications from the Electrical, Mechanical, $Plumbing, and Roofing Contractors. Provide demolition permit OS \� for the demolition of the carpo ; Driveway . hall be done under a separate permit. Plans must be submitted to DERM, HRS for review and approval and to Miami -Dade County Planning & Zoning for payment of impact fees. Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C-0093 J 7 -17 -1995 3-02-1994 "X N/A U.S. IMPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name FRANCISCO PAULA A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 42-8 LOT 6 BLOCK 2 OF : COLLEGE HEIGHTS, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25DEG 52' 33.7T'N Long. 80DEG 11' 48.36'W Horizo 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 a) Square footage of crawl space or enclosure(s) N/A 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 1.008 sq in B1. NFIP Community Name & Community Number CITY OF MIAMI SHORES - 120652 B2. County Name MIAMI -DADE COUNTY 83. State FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile I81 FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes IZINo Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction` 0 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 C2a-g below according to the building diagram specified in Item A7. Benchmark Utifrzed NAME N-566 Vertical Datum NGVD 1929 Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) e) City MIAMI SHORES State FL ZIP Code 33161 Signature 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 here if corflfentt%?e pi4sided on tiaek Morm. Certfier's Name AI AMANDO F. AI.4VR,IEZ • • • • • • • • • • • • • Titre PROFESSIdNft'L CAW SUR 't» S & NIAPP$R: • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FEMA Form 81 -31, February 2006 Important: Read the instructions on pages 1 - 8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Check the measurement used. 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. 1 certify oaf. theghtfo7rr org on tits Ierti/reate represents my best efforts to interpret the data available. I understand that any.false sta err► • may. by fine or imprisonment under 18 U.S. Code, Section 1001. • • • • • pate 8- 22007 � • • • • • License Number 5526 Company Name AFA & COMPANY, INC. Address 13050 SOUTHWEST 133"" COURT CIIy MIAMI State FL ZIP Code 33186 Telephone 305.234.0588 See reverse side for continuation. OMB No. 1660 -0008 Expires February 28, 2009 For Insurance Company Use: Policy Number NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage sq 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 1323 ® feet ❑ meters (Puerto Rico only) N/A. ❑ feet ❑ meters (Puerto Rico only) N/A. ❑ feet 0 meters (Puerto Rico only) © n ' - iI N/A. ❑ feet ❑ meters (Puerto Rico only) 11.39 ® feet ❑ meters (Puerto Rico only) MAR 0 7 2300 11 11.33 feet ❑ meters (Puerto Rico only) B Y: � --- 11.58 ® feet ❑ meters (Puerto Rico only) Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET CIty MIAMI SHORES State FL ZIP Code 33161 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROADS + 10.52' SECTION E - BUILDING ELEVATION INFORMATION (SUR EY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) 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 El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance wlth the community's floodpiain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A ( wthout 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 Address Signature Comments Local Official's Name Community Name Signature Comments FEMA Form 81-31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date Telephone ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplaln management purposes. 04. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued 07. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: JJ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ mBettis (pi4 Datcgn ! • • • • • • • • • • • • •• • • • ••• 0 • • • •• • Trlle Telephone Date • 1 For Insurance Company Use: Policy Number Company NAIC Number . . . State ZIP Code •• • • • •• ••• •• • • ••• • • • • ••• ❑ Check here if attachments • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ❑ Check here if attachments Replaces all previous editions Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. . .. . ....... • • • • • 0 • • • • • • • • • • • • • • • .. .. • • • .. .. ... • • • •.. 11 • Building Photographs See Instructions for Item A6. FRONT VIEW Building Street Address (including Apt., Unit, Suite, and/or Bklg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 For Insurance Company Use: Policy Number Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." • • . • • • • • ... -�� • • ..• • 01 . ..:. ... • • • • ... • • • • • • ... • • • • • • • • • • • • • • • .. .. • • ■ .. 00 000 • • • 000 • • Building Photographs Continuation Page SIDE VIEW 1 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 O 25 • • • • • •• • .3,2. • • •••• • 31' • ..., ; o 29 32 31 30 29 28 27 26 24 23 22 21 20 19 18 17 J 1 2 3 4 5 \\ 7 8 9 10 11 12 13 14 15 16 11 • • • • • •• • .3,2. • • •••• • 31' • ..., ; o 29 28 27 26 25 24 23 22 21 20 19 18 17 • • • • • • w w a N• w cc O • Z • • • • • • • • • •• • ••• •••• • • •••• • •••• • • •••• SURVEYOR NOTES o CJa J O fl Sketch N.W.S. Sheet 1 o •• •• • • •••• • • •••• • •• •• • • • • • • •• • • • • • PROPERTY ADDRESS: 62 Northeast 110th Street Miami Shores, Florida 33161 1 Lands Shown Hereon were not abstracted I'or Easement a nd; or Right of Way Records. 42 Benchmark: Miami -Dade County Public Works Dep. Bin Loc. 3100. Nan. N-568, Elev. 10.75' 43 Bearings as Shown hereon are Based upon Northeast I 10th Street. NS9 °59'SR "E 44 Please See Abbreviations 45 Survey is incomplete Without Sheet 2 oft uu Drawn 13y: M. Pio Date: 03 -24 -2007 47 Complete Field Survey Date: 08.23 -2007 48 Disc No 2007. Station Dralting Dodge u9 Last Revised: u 11) Legal Description Furnished by client. u l I This Certification is only fur the lands as described. It is not 0 certification of Title, Zoning. Easements. or Freedom of Encumbrances. ABST'RAC'T NOT REVIEWED. 4)2 There may be additional Restrictions not shown on this survey that may be found in the Public Records of Miami -Dade County. examination of ABSTRACT OF TITLE will have to be made to determine record instruments. i1'any affecting this property. 413 AC'C'URACY:Thc expected use of the land, as classified in the Minimum Technical Standard (4tG17- 6FACt. is "Residential ". The Minimum relative distance accuracy for this type of boundary survey is I toot in 10.000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was round to exceed this requirement. 414 Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. u 15 Not Valid without one signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing parry or parries. u lb Contact the appropriate authority prior to any design work on information. a I Underground utilities are not depicted hereon. contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. 418 Ownership Subject to OPINION OF TITLE JOB # 07 -914 DATE 08 -24 -2007 PB 42 -8 NORTHEAST 111th STREET NORTHEAST 110th STREET NORTHEAST 109th STREET ABBREVIATIONS ELEVATION INFORMATION 120652 0093 nvn 03-02-1994 N/A 13.23' N/A •ARC DISTANCE AVE.. - .VENUE. ;\SPH .ASPHALT A!C .AIR CONDITIONER RLDG .1UIL0IN0 R. ('OR.4ILDCK CORNER ('.R. . R;\SI9 ('Lf - ('H. \ IN LINK F4NCP C09[' - CONCRETE COL. - COLUMN C .(1.P - CONCRETE UTILITY POLE. C.L.P. =CONCRETE LIGHT PULE ('RS ,, CONCRETE nK0('K STRUCTURE C.M.E. <ANAL MAINTENANCE. 11A5EMRNT n - DIReCTION DAV - DRIVEWAY D.M.E. °DRAIN: \G@ & MAINTENANCE EASEMENT 104'. . F.T.P. - nLErTR Ic TRANSFORMER PAD F.P.L.—FLORIDA POWER AND LIGHT F.H. -FIRE HYDRANT F.I.P. -POUND IRON PIPE F.F. .FINISH FLOOR r.n.H. •40090 DRILL Hot.r. E.R. -room) RE.RAR P4) =FUUNf DISC riN -FOUND NAIL fir -141)4 444('1'. L - LENGTH L.P. - LI(IHT ME.. 5. - MF. \SURlo M.H. -MAN HOLE VG \' n -9 sTwNAL GEODETIC' VERTICAL DATUM YT.5. -NOT TO SCALE U. G. - 0144444\1) ELECTRIC LINE. 0/L .04 UNE P (' (' .PERMANENT CONTROL POINT P.C. -POINT 01 CUR \TURF R .RADIUS Rrs .RESIDENCE. S)N'I.4 - SIDEWALK T - TA4(IENT 1 E. - UTILITY EASEMENT • .4'(1(104119('1' tt'.V -W ,ATER VALVE' W.U.P -WOOD UTILITY PULE -IRON 4119011 �t — — 04.09 LIN4 FENCE .WOOD FENCE LEGAL DESCRIPTION: Lot 6, Block 2 of: "COLLEGE HEIGHTS" according to the Plat Thereof as Recorded ('n5 4'.ALL AFA & Company, Inc Professional Surveyors & Mappers LB 7498 13050 S.W. 133rd Court Miami Florida, 33186 Ph. # (305) 234 -0588 Fax # (305) 234 -0423 Comm Panel Panel # Firm Zone: Date of Firm: Base Flood Elev. F.Floor Elev. Garage Elev. Suffix: r1' J Ir Elev. Reference to NVGD 1929 CERTIFIED ONLY TO: Francisco Paula in Plat Book 42, Page 8 of the Public - OVERHIA0 ELI4'. - Cr9TER LINE - r.Asr :Mrsa * DENOTES E.r.w ■TONS Records of Miami -Dade County, Florida. - nUILDING - DISTANCE This certifies that the survey of the property described hereon was made under my super- vision & that the survey meets the minimum technical standards set forth by the Florida Board of professional Land Surveyors & Mappers in Chapter 61 G 17 -6 of Florida Administrative Code, pursuant to Section 472.027, Florida Statute;. & That the Sk'C•tch hereon k a tnie and accurate`representation thereof to the hest of my knowledge anyi t3clict. subject to notes and shown hereon • 1 ,9rman %n F, °'are; rrf ssitma /Surveyor cf d/apper # 5526 State ref Florida Not P'a //d un /es('Signed ef Stamped with F-mbosse'dSe'a/ NORTHEAST 2nd AVENUE JOB # 07 -914 DATE 08 -24 -2007 PB 42 -8 Surveyor Notes: Sdwk f tip 1.07' 0.08 no id � ? -5 C 0 Sun ey is Incomplete without sheet I of 2 Scale of Drawing 1 =20' Drawn By: M. Pio Date: 08 -24 -2007 Completed Field Survey Date: 08 -23-2007 AEA .f; COMPANY, INC. Professional Land Surveyors and .Mappers 13050 SW 133rd CT Miami, Florida 33186 PH: 305 -234 -0588 F'.\': 305 234 -0423 Boundary St1,rve' NORTHEAST 110th STREET 50.00' Dedicated R/W As Per Plat Book 42-8 Miami -Dade Co. / S89 °55'29 "E k \0p 75.00' 0 - • F F/N 819 56 z S89`55'29 "E z C Asphalt 18.33' r k0 0 r `n o en Parkway 23.30' ° ! M z 0 z End's I ' . . Sidewalk 4.90' moo fip •••••• 0.08 • • • •• ric id•• • • • • • •••• • • ..\. OP • • •••• k,09 • • • • • c o • •• 0 •• -r } k , S • •••• • •• 4 •• �. ,, 1 • • • •••• ••■1• • • • •••• ▪ •v• • • • LWti••• •• •• C 7•3••. • • • • • • • • •••• •o • K1 . 11 y ; 1. 43// // •• •••• ° %'10.6 ''N Entry 5c 0= kNAO CBS Column - 1.35'x1.35' G <o 6 ✓ / F6sQtI 3.00 % 1.21' 10.1 9.00' 5.75' ONE STORY CBS RES. #62 zl- - W j Floor Trelly's / 88755'29 Roof 14.91' Pool • 3.00' 17.77' ar AFA �C = Company, Inc Plastic Curb ! H -0.30' CBS Curb H -0.30' 14.47' ..65' 00 ee 02 , 27.00' I.5'- 14.00' onc. X 6.0' High W/F 4" 5.• :' o o S 9°5549'E ALLEY kfAsphalt 9.60' 15.00' Dedicated R/W As Per Plat Book 42 8 Miami - Dade Co. 18.37' 00,3.0U P,I 3.5 4' o; 4.00' 5.08' CBS Curb c H -0.40' • 04 • j /jj //2 / / / /// k1f / � 73 CBS Column 1.35'x1.35' Tilef 1- c� CBS Curb H -0.30' 0.13' . f.50' 1 ��i =i�l� /J t/I / /.l .e me1%1 hlil %1% 779.50' S89i'55' fip 0.08 no id Water = b Pump 13.00 ! Y ' ""wit' fir 1/2" 2' (1.26' S 0.27' BE0.41' kf. W.U.P. Slt.eet 2 at 2 1 The sketch hereon 'is a true and Accurate representation thereof to the best of my knowledge and belief, Subject to notes and Notations shitwn hereon. .4rmanda rare: Prafessiana/ Sart'et'or 4 :Yapper # 5526 State nj'F /or/da Not 1 a/ic/ unless Signed ct Stamped rill", Embossed Sea/ . FORM 600A -2004R IT, l I LIAR 0 7 2308 BY: 1 hereby certify that t compliance OWNE EnergyGauge® 4.5 IDA ENERGY EFFICIENCY CODE R BUILDING CONSTRUCTION Florida Department of Community Affairs - Residential Whole Building Performance Method A Project Name: Address: City, State: Owner Climate Zone* CE EET FL 00000 -0000 Builder. Permitting Office: MIAMI Permit Number. Jurisdiction Number 232600 1. New con 2. Single 3. Number of units, if mu -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass type 1 and area (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge Insulation 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 Con. AH: Interior b. Sup: Unc. Ret Con. AH: Interior Addition Single family 1 3 No 2137ft by 13- 104.4.5 if not default) Description Area 7a. ( Sngle Default) 183.0 fix 7b. (Clear) 183.0 ft R:).0, 242.0(p) ft R =3.0, 2277.0 tP - R =19.0, 2137.01P Sup. R.0, 10.0 ft Sup. R 10.0 f1 - 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance • • • • • •• • c. Conservation credits (HR Heat recovery, Solar DHRDedicated heat pump) 15. HVAC credits (CFCeiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H-Multizone heating) • •••• • • •• • • • • • • • • • • • • • • • • • • • Cap: 18.0 kBtu/hr - SEER 13.00 _ Cap: 36.0 kBtu/hr - SEER 13.00 • • • •• •• Cap: 17.1 kBtu/hr COP: 1.00 _ Cap: 27.3 kBtu/hr • • COP:1.00 • • M• • Cam 6Q.0 gallons • _ • • • • : 0 . 90 •••• . Gaps 3.0.ga11ons • 4.. - • • • - • •••• • • •••• • •••••• P T• •• • P DATE: MAR 0 5 2008 ecifications covered by rida Energy DATE: S .7 .0 S B Total as -built points: 26554 Total base points: 27540 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFIt DATE: C® 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages EnergyGauge® (Version: FLRCSB v4.5) PASS FORM 600A -2004R EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL,•00000 -0000 PERMIT #: EASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 2137.0 30.53 11744.0 1.Singte, Clear N 4.0 6.0 48.0 36.46 0.79 1375.0 2.Single, Clear E 4.0 6.0 43.0 78.71 0.65 2190.0 &Single, Clear S 4.0 6.0 50.0 66.93 0.60 1998.0 4.Singte, Clear W 4.0 6.0 42.0 70.53 0.67 1969.0 As-Bulit Total: 183.0 7532.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, int {Haul, Exterior 3.0 2277.0 2.1d ...• 6147.9 Exterior 2277.0 2.70 6147.9 • • •••• • • • •• • • • • • • •• •• ••• •••• Base Total: 2277.0 6147.9 As -Built Total: 2277,p. :. • • s147.9 •••• •••• :'- DOOR TYPES Area X BSPM = Points Type Area, SPM ., t Poi g§. Adjacent 0.0 0.00 0.0 1.Exterior Insulated 6.30' • • • 6.40 6 . i •4a'i•. Exterior 63.0 6.40 403.2 • • • • • • • •••• •••• Base Total: 63.0 403.2 ( As-Buiit Total: 83.0 • • • •••• • 903.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X tG101•-'- Points Under Attic 2137.0 2.80 5983.6 1. Under Attic 19.0 2137.0 3.72 X 1.00 7949.6 Base Total: 2137.0 5983.6 As -Built Total: 2137.0 7949.6 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 242.0(p) - 20.0 - 4840.0 1. Stab -On -Grade Edge Insulation 0.0 242.0(p - 20.00 - 4840.0 Raised 0.0 0,00 0.0 Base Total: -4840.0 As -Built Total: 2A2.0 - 4840.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 2137.0 18.79 40154.2 2137.0 18.79 40154.2 FORM 600A -2004R EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL,•00000 -0000 PERMIT #: FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: EnergyGauge'"m DCA Form 600A-2004R EnergyGauge®/FIaRES2004 FLRCSS v4.5 • • • • • • .. • • • • • • • . • .. .... • • • . • • • • • • • .. • • • • EnergyGauge® 4.5 • .. • • •••• .. • .. • • • • • • • .... • • • • .... • • • • • .. • ... • • • .. BASE AS -BUILT Summer Base Points: 59592.9 Summer As-Built Points: 57347.0 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 18(X)0btute ,SEER/EFF(13.0) Dus ),Con (R), (AI,R ) 57347 0.33 (1.07 x 1.165 x 0.90) 0.260 0.950 5282.3 (sys 2: Central Unit 36000Muh ,SEER/EFF(13.0) Duds: Unc(S),Con(R),Int(AH),R6.0(INS) 57347 0.67 (1.07 x 1.165 x 0.90) 0.260 0.950 10564.5 59592.9 0.3250 19367.7 57347.0 1.00 1.119 0.260 0.950 15846.8 FORM 600A-2004R SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: EnergyGauge'"m DCA Form 600A-2004R EnergyGauge®/FIaRES2004 FLRCSS v4.5 • • • • • • .. • • • • • • • . • .. .... • • • . • • • • • • • .. • • • • EnergyGauge® 4.5 • .. • • •••• .. • .. • • • • • • • .... • • • • .... • • • • • .. • ... • • • .. FORM 600A -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2014R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 2137.0 3.60 1385.0 1.Singte, Clear N 4.0 6.0 48.0 6.03 0.97 282.0 2.Singte, Clear E 4.0 6.0 43.0 4.77 1.07 219.0 3.Single, Clear S 4.0 6.0 50.0 4.49 1.22 273.0 4.Single, Clear W 4.0 6.0 42.0 5.49 1.02 234.0 As- Built Total: 183.0 1008.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Instil, Exterior 3.0 2277.0 1 ,ge• • • • 2732.4 Exterior 2277.0 0.60 1366.2 • ••• •••• •• • • • • • • •• •• •••• • Base Total: 2277.0 13662 As -Built Total: 2274%:11 23 1.$ •••• DOOR TYPES Area X BWPM = Points Type A ge$ • 3C WPM „= Pom ,S Adjacent 0.0 0.00 0.0 1.Exterior Insulated MA": 1 �8b� • : Xns Exterior 63.0 1.80 113.4 • • • • • •••• •••• Base Total: 63.0 113.4 As -Built Total: 63.0 • ••••,• .113.4 •• • •• • :' CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X NCR% `- Points Under Attc 2137.0 0.10 213.7 1. Under Attic 19.0 2137.0 0.14 X 1.00 299.2 Base Total: 2137.0 213.7 As-Built Total: 2137.0 299.2 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 242.0(p) -2.1 -508.2 1. Slab-On -Grade Edge Insulation 0.0 242.0(p -2.10 -508.2 Raised 0.0 0.00 0.0 Base Total: -508.2 As -Built Total: 242.0 -508.2 INFILTRATION Area X BWPM = Points Area X WPM = Points 2137.0 -0.06 -128.2 2137.0 -0.06 -128.2 FORM 600A -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: EnergyGauge® DCA Form 600A -2014R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 600A -2004R EnergyGaugeTm DCA Form 600A 2004R EnergyGauge®/FiaRES FLRCSB v4.5 • • • . • •. • • • • • .• • EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: • • • .. •• • • • • .. .•. • •••• • • .• • • .• • •••••• •.. • •. • • • • • •• • • •. • • • • • • • •• • •••• • • • BASE AS -BUILT Winter Base Points: 2441.9 Winter As -Built Points: 3516.6 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSl1 x AMU) 2441.9 0.5540 1352.8 (sys 1: Electric Strip 17070 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AF1),R6.0 3516.6 0.385 (1.085 x 1.137 x 0.91) 1.000 0.950 1442.8 (sys Z Electric Strip 27300 btuh ,EFF(1.0) Ducts :Unc(S),Con(R),Int(AH),R6.0 3516.6 0.615 (1.085 x 1.137 x 0.91) 1.000 0.950 2307.5 3516.6 1.00 1.123 1.000 0.950 3750.4 FORM 600A -2004R EnergyGaugeTm DCA Form 600A 2004R EnergyGauge®/FiaRES FLRCSB v4.5 • • • . • •. • • • • • .• • EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: • • • .. •• • • • • .. .•. • •••• • • .• • • .• • •••••• •.. • •. • • • • • •• • • •. • • • • • • • •• • •••• • • • BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 227100 AS; BUILT •••••• - - - •••• Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating +• • •Wtt Water • .moo Points • • • • Points • •••• .... Total. •' Poigi . .. 19368 1353 6819 27540 15847 3750 • • • •6956 °••••• •. ...- . 26554. - - - -• BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 227100 6819.0 60.0 0.90 3.0 $ Total: 3 0.95 2323.51 1.00 6638.6 3 0.05 2224.64 1.00 6966.4 FORM 600A -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details 1 ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 PERMIT #: PASS EnergyGaugeT"° DCA Form 600A-2004R EnergyGauge®/FtaRES'2004 FLRCSB v4.5 •• •• • • • • • • •. • • • • • • •••• •• • ••• • • ••• •• • •. • • .• COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/sq.ff. window area .5 cfmisq.ft. door area. . • Swimming Pools & Spas Exterior & Adjacent Walls 806.1 ABC.1.2.1 Caulk, gasket, weathembip or seal between: windaws/doors & frames, surrotmdiing wall; foundation & wall sole or sill pl ate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous inter ration barrier is badalled that extends from, and is sued to, the foundation to the top plate. Shower heads 612.1 Floors 606.1 ABC.1.22 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infifiratirm barrier is installed that is sealed to the perimeter, penetrations and seams. 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610_ Ducts in unconditioned attics: R-6 Milt insulation. Ceilings 606.1 ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infifratton barrier is installed that is seams at the der, at penetrations and seams. Separate readily accessible manual or automatic thermostat for each system. Recessed Lighting Fbctures 606.1 ABC.1.24 Type IC rated will no penetrations, sealed; or Type IC or non-IC rated, installed issirhe sealed box wrt'th 1/2" clearance & 3" from insulation; or Type IC eted w f < 2.0 cfmfram` conditioned space, tested. • • • • • • • • Multi-story Houses 60 6.1 ABC.1.2.5 • . . Air barrier on perimeter of floor cavity between floors. • • • • • Additional Infiltration reqts 606.1 ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space tie&t'eferromply with IfFPA, have combustion air. • • • • - - •• • • COMPONENTS SECTION • REQUIREMENTS : • • • •. • . CH)rl<L Water Heaters 612.1 Comply with efficiency requirements in Table 6121 ABC.32. Satidh a rcteady &Nuked circuit • breaker (electric) or cutoff (gas) must be provided. External or btin heat trap mulled • . • Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Not- corrmerciat peels • must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610_ Ducts in unconditioned attics: R-6 Milt insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common wens-Frame R -11 or CBS R-3 both sides. Common calm & floors R -11. • FORM 600A -2004R Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000-0000 PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residenros • EnergyGaugeThl DCA Form 600A -2004R EnergyGaugee/FiaRES'2004 FI RCSB v4.5 EnergyGauge® 4.5 ••• • •• •• • • ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New construction or existing 2. Single family or multi- family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (11 7. Glass type 1 and area (Label read. a. U- factor. (or Single or Double DEFAULT) b. SHGC: (or Clear or Tint DEFAULT) 8. Floor types a. Slab -On -Grade Edge 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. Ret Con. AH: Interior b. Sup: Unc. Ret Con. AH: Interior ESTIMATED ENERGY PERFORMANCE SCORE* = 87.5 The higher the score, the more efficient the home. , 62 N.E 110TH STREET, MIAMI SHORES, FL, 00000 -0000 Addition Single family 1 3 No 2137ft by 13- 104.4.5 if not default) Description Area 7a. ( Sngle Default) 183.0 ft 7b. (Clear) 183.01 242.O(p) 8 _ R =3.0, 2277.0 _ c. Conservation credits (HR-Heat recovery, Solar DHP Dedicated heat pump) 15. HVAC credits (CF- Ceding fan, CV -Cross ventilation, HE-Whole house fan, PT- Programmable Thermostat, Sup. R5.0, 10.0 ft _ MZ- C- Muhizone cooling, Sup. R=6.0, 10.0 ft _ MZ- H- Multizone heating) R =19.0, 2137.011 12. Cooling systems a. Central Unit/Split b. Central Unit/Split c. N/A 13. Heating systems a. Electric Strip b. Electric Strip c. N/A 14. Hot water systems a. Electric Resistance b. Electric Resistance I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: • • • • • •• • • •••• • • • ••• • • •• •• • • • • • • • • • • •• • Cap: 18.0 kBtu/hr _ SEER:13.00 Cap: 36.0 kBtu/hr SEER 13.00 Cap: 17.1 kBtu/hr _ COP: 1.00 Cap: 27.3 kBtu/hr • • I TU: 1.00 •••• - • • • • • •• •• Address of New Home: City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLAiRES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar designation), your home may qualify for energy efficiency mortgage (EE�1) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on magas 2&4. EnergyGauge® (Version: FLRCSB v4.5) • • ••W•• • • • Ca gallons. - • • r• al* 3.0 •i• • • 0.94. en • • • • _• • • •••• • • •••• • • •• • • • • •• • PT. _ • 4, .3.4 As-i frykieztv ... "s. . ... . +I.LA:t") A i rt i p_ : . . ., , . . : . „. . : ...• . . . . . .., .,. J • : . • :: 1 : ..).. Edward A. LANDERS P.E. CONSULTING ENGINE PAO tO6-r eorsF - • • • - • • • • ••: • Wow, Colffr7 F • 7t •.•• ..... P.E. #038398 Plja (305)823-3938 APPROVED D zNINig DEPT iF • • 0 • 1 BY: • . 1 ii k , r• • : . • ': I -MAR- o -7 2308 r Ji • .. . . ... ..... lan .. . • • 0 • • : • ..._ : •... . .- ..........00 .....,-. .... .-. ■.■ ••••• • :. • ' • • • • ••• 0 • 0 0.....-- . . , .!• • • :• • ;••. . .. .. • • ▪ • '• • • ire ::: • • • •sAv '. .•-• 0•11-•• • i • -- -4i ••••-•,•-• - • : • • •••&•• I:' ••• i • f 110•04 : 1 •:. .. •• •:• ' 11111 ; •!•••:•• i . . '.. • ..... .... :. . ..•.:....., ..• • • 4 • • • fz.c to i k • BI4DG:DEPT 447 SJBJEOT TO CdMPLiANtt WITH ALL FEDERAL *SITE*ND CtLINTY-RUI6-ANtChEsdi.11...k110N§ , ■•• •••-• , - .5, '.i -Vet CONSULTING ENGINEERS k ( fik ntej feo Piz • • • ID* • • • ..... • • • - •••• •-•-• • 4••• i • ; : • • • • :•..•-• OP : .....t.,'„_,....31.41........0.•••••': • .4: --.:. • : • 1 e: : • t• • •■ • ;•••4 •o k •••• .. 1 1117f - 1) • - , • • .i: r • : 0. 19 '.."-• ^- : ' ' 0.,••••• 41Y. • Cr Edward A. LANDERS, RE. P.E. #038398 (305)823-3938 Cf , • :. :. • • • 'C 't••••• .'•■•:. .{.( • ;:.. ••• , : • : .1 • . i. . • : . . ' - • .5 . • ., • i 4-- -..-:,.... 6 Edward A. LANDERS, RE. • Liz CONSULTING ENGINEERS vr, aloe .v.Ava.-cen÷ifkir4s v • . 4 e S • : A • • • • • : 0 411 • • i -i• • -4- •••• .., • -4,.. --. • • ..,:- . . • : "" •--.:''''" ••:.: ''-". '' • •• str"'''''" l'"" OUR* • - ... , •••• : ••••• :, • • 4,0001 T2 0 : .• 5 # ; • ?. : , .. _ -.'..".........-.., .--÷••••••••••- . i.- •-•••••.•:•. . 1 . . • •. • 1 „ • . : • • • : • 5' •••.. .5 ••• 46 z. : p.• 3 ••••:.• . • ot, •••41 :. •■••••• : • : • :...... • ... .. ' ' f * 14'A ..• "it 5 o i # !, • • • , - ; •• • . • • 1 5i: ; • ...: •• * 5 5 r : : . 4•- )-- ehlt-A‘s%-- -.--- i / ir ./74 -4 -i-----------i-- — . . • ........i..1$:IF. ,,,,...... , i ! P.E. #038398 (305)823-3938 sou•if- t i4 tvm to- - • • ..—•_0.4.•• • • • • •• :• J6 0, :• • • I . 41)- -• •1 •.: IS d Cite sere-7 e le Cie xi 6 eCt . 1 . . • . , . . . 64 -94\ t .v■A - 2- 1 c? Edward A. LANDERS, P.E. CONSULTING ENGINEERS • . P.E. #038398 (305)823-3938 • • • vg-'tft - *ass** • • • 441 : • tos•O• ato • • '0 : • • • • 3777a Cirt - - • ..... • • it••• •• . . . s. • • • • • le ea - ••••-• as • ...aos•o• • • • cos • • • 1 .. • • • • • •: • • -s- • 4- : • -rilvver4-0.7 . t . .•■• , ......, : ir-C1. 1 ^ 0 9 Edward A. LANDERS, P,E1 CONSULTING ENGINEERS ec. 6 C. P.E. #038398 (305)823 -3938 • • • .• • ply*. ••••• . • • ••ir•• • a • • •• • •• • Cis ••■ • • • • •••?•., • • • •••• a • ••.••• .... •• o p. •• • ••••• • • ••••:• d • tasel ••.rs • .. ..: • •••• • • • •• • 0.07 < d 12d' P m m 1,350 psi m 1,600 pe1 Bar Sig Bar acing ) A, eft M n -lb " Bar Size Bar icing n n ft M R n•lb /ft Bar Size Bar Spacing (In) A, (In / M (ln•Ibift) Bar Size Bar Spacing (In) A pn M (tndb /ft) 8 1.19 20,072 24 0.10 8,311 ' 03 p- 10 m 110 CO m C'••OD 02 1 CO CO C■CO 10•O•P. !:_. 1 8 1. 9 21,860 8 72 0.13 8,928 8 0.90 19,008 72 0.13 8,310. 8 0 0 20,847 4 24 0.10 8,348 8 0.68 17,730 88 0.09 7,804 8 0.80.'19,201 7 72 0.10 8,114 16 0.89 18,609 40 0.09 7,763 16- 0. 18,055 6 56 0.09 7,840 8 0.47 16,221 72 . 0.10 7,582 8 0.47 17,511 5 40 0.09 7,788 18 0.45 16,860 64 0.08 0,829 16 0,45 18,983 6 84 , 0.08 6,860 24 0.40 15,040 48 0.08 6,608 24 0.40 16,306 .; . _..... . . 1 .. : i 18 0.33 14,499 32 0.08 8,308 16 0.33 18,660 6 48 0.08 8,63 8 . 0.30 14,301 96 0.1 6,232 8 0.30 18,381 , , • -; 24 0.30 14,067 72 0.07 8,070 24 0.30 16,196 6 72 0.07 6,097 32 0.30 13,987 96 0.08 5,887 32 0.30 16,118 7 98 0.08 6,085 40 0.24 13,160 68 0.07 6,678 40 0.24 14.181 8 86 0.07 6,600 16 0.23 13,134 40 0.08 6,086 16. 0,23 14,127 8 120 0,08 5,367 y 32 0.23 12,972 03 120 0.08 4,980 32 0.23 13,963 4 40 0.06 6,104 24 0.22 12,896 64 0.08 4,881 24 0.22 13,871 6 64 0.08 4,900 48 0.20 12,486 98 0,08 4,562 48 0.20. 13,392 7 120 0.06 4,868 40 0.18 12,103 120 0.06 4,649 40 0.18 12,982 6 96 046 4,573 32 0.17 11,758 72 0.06 4,339 32 .0.17 12,592 5 72 0,06 4,356 24 0,16 11,808 48 0.06 4,284 24 0.18. 12,315 4 48 0.05 4,278 48 0.15 11,374 88 0.04 3,666 16 0.15 12,171 • •+4 •': 126: , 0.04 : 3,887 16 0,15 11,374 120 0.04 3,642 48 0.16 12,171 •.6 .:124: , 0A.: 058 40 0.13 10,828 98 0.04 3,284 88 0.17 11,479 , ,• 15 , .: 91: ' 0104:: 3,P67 66 0.17 10,884 64 0.04 3,198 40 0.13 10,888 4 64 0.04 3,209 56 0.13 9,749 72 0.03 2,043 56 0.13 10,432 4 72 0,03 2,862 32 0.12 9,598 120 0.03 2,603 84 0.16 10,04g• • V'. 120: .0A3 .2434. 64 48 0.15 0.11 9,349 9,105 96 120 0.03 0.02 2,132 1,706 0.12 9.643 " 3 ' 4.1 6 ' 19 . • • 0112 : a 48 ,0.11 _ 914 84 0.11 8,530 ' 1 84 '.11 9,128 TABLE 3.2. Reinforced Wail Properties Load Combinations Not Including Wind or Seismic Concrete Masonry Waif Prooertiee Steel Reinforc'ement Properties t ' 8 in E 29,000,000 pel ForEfective Depth d m 3.8125 in F 60,000 psi Out-of-Plane Resisting Moment and Shear for Bars Positioned In the Center of the Wall (Table Arranged by Increasing M ••• • • • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • f o 1,360 psi f rst 1 ,600 psi sty pig Fl a 3 3 pi," 9 r f Edward A. LANDERS, P.E. CONSULTING ENGINEERS op emf /Alas e zb r 35 S ` CA), g>40 • • 3 5 rav 4.1 .gips: P.E. #038398 (305)823 -3938 • • .. 7;407' �••• • ••• CqS « -74-01 • • . 2 a 11:51 •4:i �. • •. • .i1•• • . • •: • ••• • • 3rv, cry . 1 /, 31)004k K 10 L . p, 6• p P4-3 3 b �lz Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 • ••. • • • • •■ • • • .• • •: • .•• •0. • ••• •a.• •. • • • . • •••••• : •••• .. • .. i . • .- • • . • • •.• • • •••• •• • •• • • • • CA • 2-1.3- . 0. to 4 • • • • • • • Edward A. LANDERS, P.E. CONSULTING ENGINEERS O. . P.E. #038398 (305)823 -3938 . •••• • • • ■■■■ • • • • • • ■ • • • • ••ii• •••• • • • • • .: 9 '• • • • ' • . I A• . ......:.•••.••. ..... • . 9'99'9 • • : • 1 •: ••i• •• • • • • •. • i • • • 4 Coo •. • : • • • • • • • p(-t ; _67,15 Edward A. LANDERS, PEE, CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 Sew 7-71;i2 • •• •• ccr 08.4 • •••• • • • . • • • •• • •4 • • • • 1c1 • • ••••'••" • • • 0 ••••• • • • • •• •••• • • •- •••• • •.1S• • • • cr t.. o y' Z.0 6 4 -g t K VO 7dp . x • • 664, Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823 -3938 C ) Condition Gc I Height/Least Horizontal Dim Max + Flexible Structure Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 1 0.18 1 - 0.18 Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.23 Flexible Structure No WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Analysis by: LANDERS Company Name: EDWARD A. LANDERS, P.E. Description: PAULA RESIDENCE, 62 NE 110TH STREET, MIAMI SHORES, FLORIDA User input' Data Structure Type Basic Wind Speed (V) Struc Category (I, 11, III, or IV Exposure (B, C, or D) Struc Nat Frequency (n1) Slope of Roof Slope of Roof (Theta) Type of Roof Kd (Directonality Factor) Eave Height (Eht) Ridge Height (RHt) Mean Roof Height (Ht) Width Perp. To Wind Dir (B) Width Paral. To Wind Dir (L) Building 146 11 C 1 3.0 14.0 Gabled 1 9.00 14.00 11.50 50.00 50.00 Deg mph Hz :12 ft ft ft ft ft Importance Factor Alpha = zg = Bt= 1= Bm = Cc = Epsilon = Zmin = Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. Calculated Parameters 1 1 Hurricane Prone Region (V>100 mph) Table 6 -2 Values Fiq 6 Internal Pressure Coefficients for Buildings, Gcpl 9.500 900.000 .1, 999 A.6$0 ;Ins 501?.09 ft 't5.bb ft • • • • • • • •• l st.Factor, Category;1: ;Rigid Struc t;impliflscl Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 - • 0 $ 5 1 •• Gust Factor Category 11: Stru ctures_- Complete Analysis Zm Izm Lzm Q Gust2 Zmin Cc * (33/z)"0.167 I *(zm/33) "Epsilon (11(1 +0.63 *((B +Ht) /Lzm) "0.63)) "0.5 0.925 *((1 +1.7*Izm *3.4 *Q) /(1 +1.7 *3.4 *Izm)) • 16.50 0.2245 435.28 0.8212 0.8316 ft ft Gust Factor Summary Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 1 0.831 11/25/2007 •• •• • • • • . • • • •• • • ?•• • • •• • •• • • • • • • • • • • • • • • Page No. 1 of 4 lZ Elev ft Kz Kzt qz Ib/ft "2 Pressure (Ib/ft" 2) 2.01 *(15 /zg)^(2/Alpha) Windward Wall* Leeward Wall Total Shear Moment +GCpi -GCpi +GCpi -GCpi + /-Gcpi (Kip) (Kip -ft) 15 0.85 1.00 46.32 22.48 39.16 -27.60 -10.92 50.08 37.56 281.69 Variable Formula :' Value Units Kh 2.01 *(15 /zg)^(2/Alpha) 0.85 Kht Topographic factor (Fig 6-4) 1.00 Qh .00256 *(V)^2 *I *10h *Kht*Kd 46.32 psf Khcc Comp & Clad: Table 6-3 Case 1 0.85 Qhcc .00256*V"2 *I *Khcc *Kht*Kd 46.32 psf Note: WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7-02 6.5.12.2.1 Design Wind Pressure - Buildings of All Heights 1) Positive forces act toward the face and Negative forces act away from the face. Figure 6-6 - External Pressure Coefficients, Co Loads on Main Wind -Force Resisting Systems (Me .•. 2) *4 1�� M N 11 1 ' I Wall Pressure Coefficients, Cp Surface Cp indward WaII (See Figure 6.5.12.2.1 for Pressures) I 0.8 Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. • • • • • •••• • • •• • •••• •. •• • • • • • • • • • • • •• • -Roof:: Pressure Coefficients, Cp Roof Area (sq. ft.) Reduction Factor I 1.00 Calculati6ris for Wind Normal,to 60 ft Face Additionai.Runs may be req'd for other wind directions Pressure (psf) +GCpi -GCpi Leeward Walls (Wind Dir Normal to 50 ft wall) Leeward Walls (Wind Dir Normal to 50 ft wall) Side Walls -0.50 -0.50 -0.70 -27.60 -27.60 -35.30 -10.92 -10.92 -18.63 Roof - Wind Normal to Ridge (Theta > =10) - for Wind Normal to 50 ft face Windward - Min Cp Windward - Max Cp Leeward Normal to Ridge Overhang Top (Windward) Overhang Top (Leeward) Overhang Bottom (Applicable on Windward only) -0.54 -0.04 -0.46 -0.54 -0.46 0.80 -29.14 -9.72 -26.06 -20.80 -17.72 30.82 -12.46 6.95 -9.38 -20.80 -17.72 30.82 11/25/2007 ••• • • •••• • • • • • • • • • •••• • • •••• .•. • • • •. • •• • • • . • • • • • • • • •. • • • • • • • • • • • • • 0 (3 Page No. 2 of 4 Wind Pressures on Main Wind Force Resisting System Surface GCpf +GCpi -GCpi qh (psf) Min P (psf) Max P (Psf 1 0.48 0.18 - 0.18 46.32 13.80 30.48 2 -0.69 0.18 -0.18 46.32 -40.30 -23.62 3 -0.44 0.18 -0.18 46.32 -28.53 -11.86 4 -0.37 0.18 -0.18 46.32 - 25.66 -8.99 5 -0.45 0.18 - 0.18 46.32 -29.18 -12.51 6 -0.45 0.18 -0.18 46.32 -29.18 -12.51 1 E 0.72 0.18 -0.18 46.32 25.20 41.88 2E -1.07 0.18 -0.18 46.32 -57.90 -41.23 3E -0.63 0.18 -0.18 46.32 -37.34 -20.66 4E -0.56 0.18 -0.18 46.32 -34.09 -17.42 Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 50 ft face Dist from Windward Edge: 0 ft to 23 ft - Max Cp Dist from Windward Edge: 0 ft to 5.75 ft - Min Cp Dist from Windward Edge: 5.75 ft to 11.5 ft - Min Cp Dist from Windward Edge: 11.5 ft to 23 ft - Min Cp Dist from Windward Edge: > 23 ft -0.18 -0.90 -0.90 -0.50 -0.30 -15.27 -43.01 -43.01 -27.60 -19.89 1.40 -26.33 -26.33 -10.92 -3.22 Kh = Kht = Qh = Theta = WINDO2 v2 -21 Detailed Wind Load Design (Method 2) per ASCE 7 -02 * Horizontal distance from windward edge Figure 6 -10 - External Pressure Coefficients, GCpf Loads on Main Wind-Force Resisting Systems w/ Ht <= 60 ft 2.01 *(15 /zg)"(2/Alpha) Topographic factor (Fig 6-2) 0.00256 *(V)"2 *ImpFac *Kh *Kht *Kd Angle of Roof Cony Transverse Direction Longitudinal Direction Torsional Load Cases * p = qh * (GCpf - GCpi) Figure 6 -11 - External Pressure Coefficients, GCp Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 0.85 1.00 46.32 14.0 Deg 11/25/2007 • • • • • • •• •• • ••.• • • . •• • • . •• • • • •• • • • • •• • • • • Page No. 3 of 4 • • • • • • • • • Component man (ft) span (ft) Area (ftil) Zone GCp lifindlfrias (Ib/ft mkt" Max Min Max__. TRUSSES 2 10 33.30 1 0.40 -0.85 2g.eLq, „ -47.61 TRUSSES 2 10 33.30 2 0.40 -1.44 20.6f? : -74.9a TRUSSES 2 10 33.30 3 0.40 -2.29 26.66 • -114.2A. WINDOW B 2.33 2.33 5.42 4 1.00 -1.10 5 : -59.2 B 2.33 2.33 5.42 5 1.00 -1.40 54.66 -73.19. C 5 4.5 22.50 4 0.94 -1.04 51.78 -56.41 D 3 4.5 13.50 4 0.98 -1.08 53.59 -58.23 E 4.5 4.5 20.25 4 0.95 -1.05 52.15 -56.79 DOOR 2 3 7 21.00 4 0.94 -1.04 52.02 -56.66 0.00 WINDO2 v2-21 Detailed Wind Load Design (Method 2) per ASCE 7-02 Loads on Components and Cladding for Buildings w/ Ht <=60 ft a= 4.6 ==> 4.60 ft a 2 1 2 -3- a a a Gabled Roof 7 < Theta <= 45 Double Click on any data entry line to receive a help Screen •••• • • • • •••• • • • • •• • • • • • • • • •• •• •••• • • Note: * Enter Zone 1 through 5, or 1H through 3H for overhangs. Developed by Meca Enterprises, Inc. Copyright 2006 EDWARD A. LANDERS, P.E. 11/25/2007 • • • • • •• O • D ID • • • • • • • • • • • • • 0 Page No. 4 of 4 [ vow.. CO CO m m > O A 0 0 C r m in z 0 Soticac e -t , 4.1 -7%. ( +) PSF (-) PSF (+) PSF ( -) PSF s 2.0 .31.1 LA 14 SCs sr r•-►a "Jo `t a 5 hto 465 No Pe 4.1g,5 a S 0 - n m 0 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: Q.2 N.E. d ? te Sr Permit No. & e Opening Description of Window Product Acceptance Product Approval Opening Design iD or Door or Mullion Number Design Pressure Pressure Rough Opening Shutter Required Size Yes l No Mullion Required Impact Yes / No Yes / No This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes, If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has tesigned to comply with the Florida Building Code, including the High Velocity Hurricane Zone. i k f DESCRIPTION: Series "FD -101" Outswing Aiumlinuin Fr**ch DOOr (i scielites t + x 5 f APPROVAL DOCUMENT: Drawing No .11005- 1,- titled ii Alumin French door & Sidelite- Impact , sheets lthrough 10 of 10, prepared by manufacturer, dat10 02 22 -07 and lasvised on 09/25/07, signed and sealed by Robert L. Clark, P.E., bearing the Miami- Dade Produt:t Control _.Approval stamp with the Notice of Acceptance number and approval date by the ' ,fade Co Prpclt Control Division. MISSILE IMPACT RATING: Large and Small issile M act Resistant Limitation: 1. Use of Table 1, require full length reinforcements for OX, XO, XXO, OXX, OXO and OXXO. The lower design pressure from X, XX doors or 0 (sidelite) shall control. 2. Egress operable doors must comply with min clear width per FBC, as applicable. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as evidence s t E -1 and approval document mentioned above. The submitted documentation was reviewed by Is i i s Chanda, P. E. M1AMaAP1DE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com t c7 -®' NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.11005 -1, titled "Aluminum French door & Sidelite- Impact ", sheets lthrough 10 of 10, prepared by manufacturer, dated 02 -22 -07 and last revised on 09/25/07, signed and sealed by Robert L. Clark, P.E. B. TESTS Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL -5212, dated May 05, 2007, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 06 -21 -07 and last revised on 09/25/07, prepared by PGT, signed and sealed by Robert L. Clark, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to "E.I. DuPont Denemours" for "DuPont Butacite ® PVB" dated 02/15/01, expiring on 12/11/10. 2. Notice of Acceptance No. 03- 0827.08 issued to Solutia Inc, for "Solutia Interlayer for laminated glass ", expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 06- 21 -07, signed by Robert L. Clark, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. Test proposal dated Jan. 18, 2007 approved by BCCO. E -1 I sti. I. Llt4,J., Is haq L Chanda, P.E. Product Control Examiner NOA No. 07- 0629.10 Expiration Date: October 18, 2012 Approval Date: October 18, 2007 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 3/8° LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) UTE OF 3/16° HEAT STRENGTHENED GLASS. B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS. C. 7/18' LAMI NOM. (.485") CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16° HEAT STRENGTHENED GLASS . D. 7/16° LAMI NOM. (.485°) CONSISTING OF (1) LITE OF 3/16° HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS (1) LITE OF 3/16' HEAT STRENGTHENED GLASS. 2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 3. CONFIGURATIONS: X O X XO. OX, XXO, OXX, OXO AND OXXO. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS OF THE FBC, CURRENT EDITION. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8 THROUGH 10. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. 7. REFERENCES: TEST REPORT FTL -5212, ELCO TEXTRON NOR: 04- 0721.01, 03-0225.05, ANSI/AF&PA NDS -2005 FOR WOOD CONSTRUCTION AND ADM -2005 ALUMINUM DESIGN MANUAL. 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDMON INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: A. THE LOWER DESIGN PRESSURE FROM TABLE 1. OR 2. PREVAILS. B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E-E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. EXTERIOR EXT. -1/8" ANNEALED OR HEAT STRENGTHENED GLASS PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLA SS BITE —� .402 �® 3/8" LAMI NOM. GLAZING OPTION A OR B, NOTE 1 EXTERIOR EXT. - 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM INT. - 3/16" HEAT STRENGTHEND GLASS 1/2" GLASS BITE .465 .�._ 7/16" LAMI NOM. GLAZING OPTION C OR D, NOTE 1 ftrosIBp FJC Ra d0F FJC FX rate W1 8/07 Oft ZAte 111/07 febax B Melba A traniudep CLARIFY EX7: OF MASS OVERALL 771100E138AND WASSBRE RODMASS&7EDBL TO &ADM DETAHEA6D MAW DEAMC, REVISE NOTE 1, MASS OES( T.. &ADDNO?Ea raw 621/07 1070 TECHNOLOGY DANE NOKOMIS, FL 34273 P.O. BOX 1629 =COMA F1332r4 F Vistbfj Berrar NOTES AND GLAZING DETAILS l ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD101 1 J�1 d 10 Ia.am 11005-1 B NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS 1 GLAZING DETAILS 1 DESIGN PRESSURES 2 ELEVATIONS 3 VERT. SECTIONS 4 HORIZ. SECTIONS ..... 5 PARTS LIST 6 EXTRUSIONS 6, 7 ANCHORAGE 8-10 Approved as complying with the Florida Boding Date 044.21.4 Code SOAP 07- ,9 6 29. /f1 M Dade Product Control or 15 I • CkoLor 1 h L Clark, PS PE 039712 Structural TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS ® APPROVED CONFIGURATIONS: X, XX, 0, OX, X0, OXO, XXO, 0)0( & 0)0(0 (FOR DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE UTE PREVAILS) REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS DOORS WITH GLASS TYPES A, B, C OR D HEIGHT X WIDTH XX WIDTH 6 - 79 3/4" 7 - 83 3/4" 87 314" 91 3/4" 8 ° - 953/4" 3° 37 1/2"I 6° 71 3/4" X WIDTH 2 ° 251/2" 27 1/2" 291/2" 2 31 1/2" 2 33 1/2" 35 1/2" 3° 37 1/2" SINGLE SIDE LITE Arad* KR Road Op FJC FJC WNW O WIDTH 27 3/4" 361/8" 36 3/4" O WIDTH I 36 3/4" XX WIDTH 4° 47 3/4" 51 3/4" 55 3/4" 5° 59 3/4" 5 63 3/4" 67 3/4" 6° 71 3/4" O WIDTH 103/4" 123/4" 19" 21 3/4" 27 3/4" 36 1/8" 36 3/4" Rertskes 0118107 8 +75.0 SINGLE SIDE UTES WITH GLASS TYPE A +75.0 +75.0 +75.0 +75.0 +58.6 +54.9 +51.7 +49.0 +43.1 +38.1 +34.0 +75.0 +75.0 +72.4 +64.5 +52.9 +35.2 +34.0 RwYlme A c®t.dep J.L -75.0 -75.0 -75.0 -75.0 6 - 79 3/4" -75.01+75.0 -75.0 +75.0 -58.6 -54.9 -51.7 -49.0 -43.1 -38.1 -34.0 -75.0 -75.0 -72.4 -64.5 -52.9 -35.2 -34.0 +75.0 -75.0 +75.0 +75.0 +74.9 7 833/4" +55.4 +51.8 +48.8 +46.2 +43.1 +38.1 +34.0 +75.0 +75.0 +68.5 +61.0 +49.9 +35.2 +34.0 -75.0 -75.0 -74.9 -55.4 -51.8 -48.8 -46.2 -43.1 -38.1 -34.0 -75.0 -75.0 -68.5 -61.0 -49.9 -35.2 -34.0 +75.0 -75.0 +75.0 +71.4 +70.4 +52.4 +49.0 +46.1 +43.6 +41.5 +38.1 +34.0 +75.0 +75.0 +65.0 +57.8 +47.2 +352 +34.0 -75.0 -71.4 -70.4 SINGLE SIDE UTES WITH GLASS TYPES B, C OR D -75.0 +75.0 -75.0J+75.0 -75.0 TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY © APPROVED CONFIGURATIONS: OX, X0, OXO, XXO, OXX & OXXO (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE UTE CONNECTION GLASS TYPES A, B, C OR D HEIGHT 87 3/4" -52.4 -49.0 -46.1 -43.6 -41.5 -38.1 -34.0 -75.0 -75.0 -65.0 -57.8 -47.2 -35.2 -34.0 REVISED TAME/ A6%@4F JREBANDGAPiF1 NO* REV1. VERSION OOM®AEQIASS TYPES 6NAx3PFS IMO NOTE88AO DNO173SR E REVISE NOTE L 3 ES ANNOTATIONS TO TABLE 1 AND 2. REDUCE MAX SZEDE✓ 9IGNPRES SLIREANDADAR9T. AIL OPSFOR TAME 7607 +75.0 -75.0 +75.0 +67.6 +66.6 91 3/4" +49.8 +46.5 +43.8 +41.4 +39.3 +37.5 +34.0 +75.0 +75.0 +61.9 +55.0 +44.7 +35.2 +34.0 -75.0 -67.6 -66.6 -49.8 -46.5 -43.8 -41.4 -39.3 -37.5 -34.0 GLASS TYPES A, B, C OR D -75.0 -75.0 -61.9 -55.0 -44.7 -352 -34.0 +75.0 -75.0 +75.0 +64.2 +63.1 8 ° - 953/4" +47.4 +44.3 +41.6 +39.3 +37.3 +35.6 +34.0 +75.0 +75.0 +59.0 +52.4 +42.6 +34.4 1070 TECHNOLOGY DRNE NOKOM9$ FL 31BTS P.O. SDK 1529 NOICOMIM FL 34370 -75.0 -64.2 -63.1 -47.4 -44.3 -41.6 -39.3 -37.3 -35.6 -34.0 -75.0 -75.0 -59.0 -52.4 -42.6 -34.4 +34.0 -34.0 NOTES: Al. GLASS TYPES: A. 3/8" LAMI (1/8" A, .090 PVB, 3/16" HS) B. 3/8" LAMI (1/8" HS, .090 PVB, 3/16" HS) C. 7/16° LAMI (3/16"A, .090 PVB, 3/16° HS) D. 7/16" LAMI (3/16° HS, .090 PVB, 3/16" HS) A2. COMBINED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2. MAX. OX/X0 WIDTH = 731/2" MAX. OXO WIDTH =1091/2" MAX. XXO /OX( WIDTH =107 3/4" MAX. OXXO WIDTH =143 3/4" 3. SINGLE DOORS 33 518" WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 641/8" WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE FBC, CURRENT EDITION. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. 4. DESIGN PRESSURES UNDER 40 P.S.F. ARE NOT APPUCABLE IN MIAMI -DADE COUNTY. ® 5. EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: EX. A FROM TABLE 1. OXO WITH GLASS TYPE A 30° WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES DESIGN PRESSURE _ +67.6 / -67.6 PSF EX. B FROM TABLE 1. OXXO WITH GLASS TYPE A 68" WIDE x 85" HIGH DOUBLE DOOR WITH 361/2° SIDE LITES DESIGN PRESSURE = +70.4 / -70.4 PSF EX. C FROM TABLE 2. OXO WITH GLASS TYPE C 30" WIDE x 87 3/4° HIGH SINGLE DOOR WITH 28° SIDE LITES DESIGN PRESSURE = +43.6 / -43.6 PSF EX. D FROM TABLE 2. OXXO WITH GLASS TYPE C 63 314" WIDE x 80° HIGH DOUBLE DOOR WITH 26" SIDE UTES DESIGN PRESSURE =+43.1 / -43.1 PSF A6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E -E, SHEET 5 FOR REINFORCEMENT DETAIL. DESIGN PRESSURES ALUM. FRENCH DOOR & SIDE LITES, IMPACT litlalltddt FD101 tislir I 1x 2 d 10 Deaft !In 11005-1 Rea B Approval ar ww1,41a3 with Ud Florida d Is ZOO 7 Dace Miami NOAtl Dade prodaet Contr.' 73 1/2 ° MAX 3 M X 4 ° — � �► — —� � -SEE NOTE 3 �� M 4 �-- M 1 SEE NOTE 3 mAx SEE NOTE4 OR XO SEE NOTE 4 OXO SEE NOTE 4 A X .. XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP 'X' AND IOC DOORS BY 3/4° WHEN ASSEMBLED TO MAKE XO ','0X','OXO"XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIUTY SHEET 2). 6. CLEAR OPENING FOR IC AND'XX' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.648) (IOC DOOR = DOOR WIDTH/2 - 4.079) 38 3/4 °_,1 MAX. SEE NOTE 4 G G DOOR DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH 'X' = DOOR WIDTH - 1215116° DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8° SEE NOTE 4 pp:uv..c • ith the ::n::. 0 7 ..1$ Zm] 4" c •) Road Sy: Mgr FA: Rat 1 sr FX CORRECT VERTIGIL ®RAND FD'Rl98AS ADD DLO FORMAL; FOR DODRAND SIDS L8E ADD DDORILO= IDENTIFY DEAD VOLTAIC SPECLW 22ACT.ANDIFPIACI.. F.K Vac SUM 2714/07 Dez Robles ftsdastr 8 FIndskac A am.eF JJ Didw 1070 7E iNOLOOYDRIVE NORONB, FL 34273 P.O. BQX N629 mama FL 34274 PGT VWbly Y ELEVATIONS Tit ALUM. FRENCH DOOR & SIDE UTES, IMPACT e.t.a** FD101 sva M* HITS 3 d 10 eesoteollts 11005 -1 I B Robert L.(ClaIk. P.E. PE 839712 Sbuckeet 1,. -; GV tt a • 1 14 E O 5, MA /7/ O /Xi E { O i 1 E O i , ; M , C � E \ ` XACT , // Er X INACT 73 1/2 ° MAX 3 M X 4 ° — � �► — —� � -SEE NOTE 3 �� M 4 �-- M 1 SEE NOTE 3 mAx SEE NOTE4 OR XO SEE NOTE 4 OXO SEE NOTE 4 A X .. XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP 'X' AND IOC DOORS BY 3/4° WHEN ASSEMBLED TO MAKE XO ','0X','OXO"XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIUTY SHEET 2). 6. CLEAR OPENING FOR IC AND'XX' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.648) (IOC DOOR = DOOR WIDTH/2 - 4.079) 38 3/4 °_,1 MAX. SEE NOTE 4 G G DOOR DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH 'X' = DOOR WIDTH - 1215116° DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8° SEE NOTE 4 pp:uv..c • ith the ::n::. 0 7 ..1$ Zm] 4" c •) Road Sy: Mgr FA: Rat 1 sr FX CORRECT VERTIGIL ®RAND FD'Rl98AS ADD DLO FORMAL; FOR DODRAND SIDS L8E ADD DDORILO= IDENTIFY DEAD VOLTAIC SPECLW 22ACT.ANDIFPIACI.. F.K Vac SUM 2714/07 Dez Robles ftsdastr 8 FIndskac A am.eF JJ Didw 1070 7E iNOLOOYDRIVE NORONB, FL 34273 P.O. BQX N629 mama FL 34274 PGT VWbly Y ELEVATIONS Tit ALUM. FRENCH DOOR & SIDE UTES, IMPACT e.t.a** FD101 sva M* HITS 3 d 10 eesoteollts 11005 -1 I B Robert L.(ClaIk. P.E. PE 839712 Sbuckeet 1,. -; GV tt a • 1 14 E O t p \ i ) i - / E /� X i 1 E O 73 1/2 ° MAX 3 M X 4 ° — � �► — —� � -SEE NOTE 3 �� M 4 �-- M 1 SEE NOTE 3 mAx SEE NOTE4 OR XO SEE NOTE 4 OXO SEE NOTE 4 A X .. XX NOTES: 1. FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5. 3. SIDE UTES OVERLAP 'X' AND IOC DOORS BY 3/4° WHEN ASSEMBLED TO MAKE XO ','0X','OXO"XXO','OXX' AND 'OXXO' CONFIGURATIONS. 4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPUCABIUTY SHEET 2). 6. CLEAR OPENING FOR IC AND'XX' DOORS AS FOLLOWS: (X DOORS = WIDTH - 5.648) (IOC DOOR = DOOR WIDTH/2 - 4.079) 38 3/4 °_,1 MAX. SEE NOTE 4 G G DOOR DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH 'X' = DOOR WIDTH - 1215116° DLO WIDTH IOC = DOOR WIDTH/2 -11 5/16' SIDE UTE DLO HEIGHT = HEIGHT -11 3/8° DLO WIDTH = WIDTH -31/8° SEE NOTE 4 pp:uv..c • ith the ::n::. 0 7 ..1$ Zm] 4" c •) Road Sy: Mgr FA: Rat 1 sr FX CORRECT VERTIGIL ®RAND FD'Rl98AS ADD DLO FORMAL; FOR DODRAND SIDS L8E ADD DDORILO= IDENTIFY DEAD VOLTAIC SPECLW 22ACT.ANDIFPIACI.. F.K Vac SUM 2714/07 Dez Robles ftsdastr 8 FIndskac A am.eF JJ Didw 1070 7E iNOLOOYDRIVE NORONB, FL 34273 P.O. BQX N629 mama FL 34274 PGT VWbly Y ELEVATIONS Tit ALUM. FRENCH DOOR & SIDE UTES, IMPACT e.t.a** FD101 sva M* HITS 3 d 10 eesoteollts 11005 -1 I B Robert L.(ClaIk. P.E. PE 839712 Sbuckeet 1,. -; GV tt a 0 0 • 1.489 HMI§ 1J� 1 000 EXTERIOR MAX DLO MAX. DOOR HEIGHT INTERIOR EXTERIOR MAX DLO ttn DOOR SECT. A A SL SECT. B-B VERTICAL VERTICAL MAX. SIDE LITE HEIGHT INTERIOR SL VIEW G-G CORNER ASSEMBLY Approved ascomplping with the Florida Bailing Code Date Oa j 18 200 / NOAB_co 9c. Miami Dade Product Conttd Vaal I. Rend Bp Rased Bp FX HAW BF AK tom BA F.K Oar RosAkes H A INAMET NO CHANGE DIM SKEET. SHOWDOWNS NO[LOWNEAD SECTION AT CORNER A0361®LY H/1U07 MID TECHNOLOGY ORME NOKOMIS 342711 va BQX 1618 NOKOAO& R 94774 If EXAMPLE ELEVATIONS t- ALUM. FRENCH DOOR & SIDE LITES, IMPACT adcame FD101 1/2c I 4 d 10 I °"'"' 11005.1 B MAX DLO SL SECT. E -E HORIZ. (DOOR W/ SIDE LITE) SPACING, SAME AS JAMB ANCHOR SPACING (SEE SHEETS 7, 8 AND 9) 'X SECT. D -D 'v HORIZ. SEE TABLES 1 AND 2 AND NOTES ON SHEETS 1 & 2 FOR APPLICABILITY MAX. SL WIDTH --�I INTERIOR EXTERIOR SL SECT. F -F HORIZ. (SINGLE SIDE LITE) F lorida Bulling Cal with the Datc 1 i Z NOM 0 Miami Dade Product Control By p 11.1 7. (1.Ace Affird 8 Dar FX dram Reader D.* PX SM4N/ F.IC 2/12/07 ReArkee B iholsloor A mdb7flF J..L NO CHANGE THIS WEE?. ADD 9008 1478tDELOY70 SECOOV SE 61721OLE LODELR870SECT: SF ore 621/07 1070 TECHNOLOGY OWE NOKW6.9. R 34276 P.O. BOX MN R 34274 P� Vfir VERTICAL SECTIONS Tie ALUM. FRENCH DOOR & SIDE LITES, IMPACT FDIOI aisle 7/2/C ema ma re.e 5 d 10 I 110054 I B - i' Robert L d`lerk. P.E. PE 639711 Structural ITEM DWG # 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 20 21 22 23 24 25 943B 1010 7070 955 938 956 995 996 952A 11000 1670 11004A 11001A 11002A 11003A 915D 1010 6608 1140 1048 930 PGT# 60411 6Q300 67070K 7955X 7938X 7956A 7832X12FPXP 70995 70998 6533016 611000M 671670 611004M 411001A 411002A 411003A 60380 6Q300 68608M 78X112PSATS 71048 41721N DESCRIPTION FRAME HEAD WSTP.,Q -LON .190 X.375 HIGH BULB WEATHERSTRIP .187 X.300 HIGH FLUSHBOLT STRIKEPLATE 2 PT. LOCK STRIKEPLATE FRAME HEAD STRIKEPLATE BACKING PLATE #8-32 X .500 PH. FL MS - S.S. W /SILICONE PATCH GASKET (BETWEEN THRESHOLD & FRAME JAMB) GASKET (BETWEEN HEAD & FRAME JAMB) FILLER HEAD ADAPTER OUTSWING THRESHOLD WSTP, .350 RD FOAM FILL T-SLOT (AMSBURY#32011) OUTSWING THRESHOLD CHANNEL COVER ACETAL SPACER .085 (INHOUSE INJECTION MOLDED) ACETAL SPACER .095 (INHOUSE INJECTION MOLDED) ACETAL SPACER .140 (INHOUSE INJECTION MOWED) FRAME JAMB (OUTSWING) WSTP.,Q -LON .190 X.375 HIGH REINFORCEMENT, 1.000 X2.750 X 0.650, 6081 -15 #8 X1.500PHSQAT /S JAMB SCREW COVER CAP STRIKE PLATE INSERT 26 1118 27 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 7070 910D 911 E 917 1178 913A 1130 990 914A 997 1023 928 1145 1212 9838 984B 1213 929 1139 982 930 931 1118 957 1118 710X34PFA 67070K 6910 6911 7FRMO 71058FP W,B 60378M 6TRODA 7990NUTA 60379M 7834FPT 70997 67924G 41720 78X12FPAW 7P30GG 6983 6984 60200K 74UBLOK 7634F FD2PTAY 6R180FS 41721 7FRSPX 710X34PFA 70957X 710X114PFA #10 X.750 PH. FL SMS BULB WEATHERSTRIP .187 X.300 HIGH DOOR PANEL, TOP & BOTTOM RAIL DOOR PANEL, SIDE RAIL HINGE EXTRUSION #10 X.625 PH. FL SMS TRUSS CLAMP 5/16 -18 THREADED ROD 5/16 -18 FLANGED HEX NUT WEATHERSTRIP CHANNEL #8 X.75 PH. FL TEK GASKET (BETWEEN PANEL HEAD /SILL & PANEL STILES) WSTP., .187 X.250 HIGH, FINSEAL SLIDE BOLT ASSY. (INACTIVE PANEL ONLY) #6 X.500 PH FL SMS TYPE BDS SILL DUST PLUG (INACTIVE PNL) DOOR PANEL ASTRAGAL 1 (OUTSWING) DOOR PANEL ASTRAGAL 2 (OUTSWING) WSTP.,Q-LON .190 X.200 HIGH LOCK SUPPORT ASSY. (41707 & 41708) #6 X.750 PH. FL SMS 2 PT. LOCK ASSY. RUBBER SLEEVE STRIKE PL INSERT (INACTIVE PANEL) DEADBOLT STRIKE PLATE #10 X.750 PH FL SMS HANDLE STRIKE PLATE #10 X.750 PH FL SMS Rmadap Des Rwittleare AssolOr FX fame Ba&v7 B NO MANGE 7/B SHEET. Road* oak a.,akac FJC arrow A ADD IBM 103 BEAD 1301TA43)7VAOTNBPANEL ONLY TORBV41. Zhao* Oder Cbabdap teen RFC 2/22/87 J..R 621/07 1070 713^11MXOGY DRIVE NOICOMIS F134178 P KQM*P 4 .o. BQ R9T/I ITEM 60 61 62 83 65 66 87 70 71 72 73 92 93 94 95 98 97 98 102 103 DWG 920D 9210 916B 1155 998 999 934A 4222A 988 988 1224 PGT# 69200 6921 80381 781PQA 7998 7999 61641M 712853K 71267K 64222 6988 84988 61P247 DESCRIPTION SIDEUTE HEADER SIDEUTE SILL SIDEUTE JAMB #8 X1.000 QUAD PN. SMS HEAD GASKETS (STOCKING 470998) SILL GASKETS (STOCKING #70999) SIDEUTE JAMB ADAPTER #12 X 1.000 SHEET METAL SCREW SETTIING BLOCK, 3/32" X 1/4" X 1" W /PSA SETTING BLOCK, 1/16" X1/2" X1° W/PSA BEAD, 7/16" BEAD, 3/8" BEAD, INTERIOR BULB, THICK (USED IN EXTRUDED BEAD) GLAZING SILICONE, DOW 899, 983 OR EQUIVALENT GLASS, 3/8" LAMI - 1/8" A, .90 PVB, 3/16" HS GLASS, 3/8" LAMI - 1/8" HS, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" A, .90 PVB, 3/16" HS GLASS, 7/16" LAMI - 3/16" HS, .90 PVB, 3/16" HS 11008A (41106A OFF THE SHELF �T V/4/* Better sarballbit FD101 ACETAL SPACER .295 (INHOUSE INJECTION MOULDED) DEAD BOLT LOCK . 504- - ►j 1 � F -- U u 360 13 OUTSWING THRESHOLD CHANNEL COVER 6063 -T6 .650 - I I .125 22 TUBE MULL 6063 -TS 1.000 PARTS LIST 1M ALUM. FRENCH DOOR & SIDE LITES, IMPACT 112x 8 m 10 rwrax" 110054 B Approved as complying iih the Florida Bidding Coda Date DcT / r 1.4 7 ROAN 07 - Z 0 Miam Dade Product Control ( La. L. j 141 Robe ¢ L. clink. P.E. PE 039712 Structural 1 1.272 DOOR PANEL TOP & BOTTOM RAIL 8083 -T5 J 1 FRAME HEAD 6083 -T6 r-1.7501 1 4.726 4.100 31 1.479 J DOOR PANEL SIDE 0 IDE RAIL 1+-1 5 I � 00 125n 11 J I .750 7 TRUSS CLAMP 6063•T5 5.459 8.085 4.726 4.100 Rfl 1.75 r _1.750 1 DOOR PANEL INTERIOR ASTRAGAL 8083 -T5 3.100 f -.075 .750 1 1.479 1 .075— 1- 1_3.100-1 8 OUTSWING THRESHOLD SL HEADER SL SILL 11 8083-76 60 6083 -T6 61 8083 -T8 4.675 DOOR PANEL EXTERIOR ASTRAGAL 6083 -T5 72 7/18' GLAZING BEAD 8033 -T5 4.588 1 .050 5.212 4.100 4.728 1.578 -.► .890 .050 3.000 G2 SL JAMB 8083 -T6 830 4 2.980 050 SL JAMB 66 ADAPTER 6083•T6 37 WEATHER STRIP CHANNEL 6063 -T5 1 HINGE 8083-T6 0.375 .125 Approved so complying with the Flotide Boeing Code Dale OLT NOAO Dee 2 o /o Bad Miami e Puvd Product C Nevehr /aadBP PX FX FJC Oulu 0 MIAs A Ciudad* Galu Wf8W Onto BM NOT WW1 RaAkoe NO MANGE THOBIQ97l T.. AtD9001fTO BEM 208 G LABRB®DBL TORBM530.31. 0.45882 1070 TECHNOLOGY DRIVE NOKOBBX PL 3f276 P.O. BOX 1670 NQKO4IS 8. 38274 P'GT VJslbly EXTRUSION PROFILES 114e ALUM. FRENCH DOOR & SIDE LITES, IMPACT Prow 17/2x I7 s 10 I 11005 -1 I B rl L Clark. P.E. PE 039712 Bhtlhn , / 4v t 1 w z N I ZONE "G"' HEAD ZONE" 'ZONE " .__ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD I-Z �ZO 1 , SILL 1 O NE - t — ZONE '7'� ZDNE-4 SEE TABLE 7, SHT. 9 XX V SILL 1 SILL ZONE ° ZONE "D" ' SEE TABLE 4., SHT. 9 < XXOOR OXX SILL ZONE ZONE " --tZOE E-1 SEE TABLE 7., SHT. 9 HEAD I ZONE "E" I 1 O g m 0 � SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD y EXAMPLE ZONE "D" tZONE "E" I ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION < XOOR OX ZONE 'V T ZONE E" SEE TABLE 6 , SHT. 9 HEAD HEAD 1 _ HEAD ZONE ZONE -f � �ZONE YZ E �ZONE "F° ZONE'F°� -t SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. NOTES: 71 3/4°W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2. 1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX. FROM CORNERS AND 24 3/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A. 19 "x833/4' SIDE LITES °B° AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4' )0( DOOR ZONE °F" ANCHORS FROM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appravati as comp' .ug w:t4 the Florida Matting Colie Data oaT Ig COO NOA0 07 ..4(s Ey. in Miami Dade Product CCoWtol NO CHANGE1746 ffi$7: CHANGE 7O'Oi WC'ANCHOg2ON FROM virtu: ADD MOOR TYPES TOBalftfOM anadF a— FJC axon Op FJC mac Raisins Faaltee Redirsse A B Obsaaa J.J. 6/21107 1070 TEGHDDYDAlYE NOKOM$, R.34275 P.O. BQX IRO NOKOMIS, FL $074 PGT ANCHORAGE, CONFIGURATIONS 1g ALUM. FRENCH DOOR & SIDE LITE'S, IMPACT therruceek — — NTS 8 ce 10 tw.oNo. 11005 -1 I B � 1 � lark. P.E. PE 09712 Swaaa9l JAMB ZONE °A° JAMB ZONE "B" JAMB ZONE *A" JAMB ZONE °A° JAMB ZONE "B" JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE °A° JAMB ZONE "B" / \ } JAMB ZONE "B" { c OXXO JAMB 2 \ / .. .. .... .. .. .. w z N I ZONE "G"' HEAD ZONE" 'ZONE " .__ SILL ZONE "C" SEE TABLE 3., SHT. 9 HEAD HEAD I-Z �ZO 1 , SILL 1 O NE - t — ZONE '7'� ZDNE-4 SEE TABLE 7, SHT. 9 XX V SILL 1 SILL ZONE ° ZONE "D" ' SEE TABLE 4., SHT. 9 < XXOOR OXX SILL ZONE ZONE " --tZOE E-1 SEE TABLE 7., SHT. 9 HEAD I ZONE "E" I 1 O g m 0 � SILL ZONE "E" SEE TABLE 5., SHT. 9 HEAD HEAD y EXAMPLE ZONE "D" tZONE "E" I ANCHORAGE SOLUTION FOR A CONCRETE OXXO INSTALLATION < XOOR OX ZONE 'V T ZONE E" SEE TABLE 6 , SHT. 9 HEAD HEAD 1 _ HEAD ZONE ZONE -f � �ZONE YZ E �ZONE "F° ZONE'F°� -t SEE TABLE 7., SHT. 9 ALSO USED AS AN EXAMPLE OF ANCHORAGE FOR A 83 3/4"H UNIT. NOTES: 71 3/4°W'XX' DOOR WITH 19"W SIDE LITES (SEE SOLUTION ABOVE) 1. APPROVED ANCHOR TYPES ARE: 1.1/4° ELCO TAPCONS 2. 1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE): SEE EXAMPLE 0)0(0 ANCHOR LAYOUT ABOVE. JAMBS (ALL): 131/4" MAX. FROM CORNERS AND 231/8" MAX. O.C. HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 20 7/8" MAX. O.C. HEAD & SILL OF SIDE LITES: 8° MAX. FROM CORNERS AND 24 3/4° MAX. O.C. 3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. A. 19 "x833/4' SIDE LITES °B° AND "E" ZONE ANCHORS FROM TABLE 7, SHEET 9. PLUS; B. 71 3/4 "x83 3/4' )0( DOOR ZONE °F" ANCHORS FROM TABLE 4, SHEET 9, EACH "P ZONE. SEE ENCIRCLED VALUES, SHEET 9 SOLUTION: TOTALS (4) TYPE 1 OR 2 ANCHORS EACH JAMB AND 2+5+5 +2 = (14) TYPE 1 OR 2 ANCHORS AT HEAD AND AT SILL. Appravati as comp' .ug w:t4 the Florida Matting Colie Data oaT Ig COO NOA0 07 ..4(s Ey. in Miami Dade Product CCoWtol NO CHANGE1746 ffi$7: CHANGE 7O'Oi WC'ANCHOg2ON FROM virtu: ADD MOOR TYPES TOBalftfOM anadF a— FJC axon Op FJC mac Raisins Faaltee Redirsse A B Obsaaa J.J. 6/21107 1070 TEGHDDYDAlYE NOKOM$, R.34275 P.O. BQX IRO NOKOMIS, FL $074 PGT ANCHORAGE, CONFIGURATIONS 1g ALUM. FRENCH DOOR & SIDE LITE'S, IMPACT therruceek — — NTS 8 ce 10 tw.oNo. 11005 -1 I B � 1 � lark. P.E. PE 09712 Swaaa9l JAMB ZONE °A° JAMB ZONE "B" JAMB ZONE *A" JAMB ZONE °A° JAMB ZONE "B" JAMB ZONE "B" JAMB ZONE "A" JAMB ZONE °A° JAMB ZONE "B" TABLE 3. X DOORS GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS "X" - 25.50 TO 37.50 WIDTH x HT. FIG R By P.K 0am0F FJC A, B, C, D 2,3, WOOD 1,2, CONC Roof 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 3 7 4 2 6 7 4 2 5 8 4 2 3 8 4 2 3 8 4 2 5 8 4 2 5 8 4 2 5 8 4 2 3 8 4 2 5 8 4 2 5 8 4 2 5 10 4 2 5 8 4 3 3 8 4 3 6 8 4 3 5 10 4 3 5 10 4 3 5 8 4 3 5 8 4 3 5 8 4 3 5 10 4 3 5 10 4 3 6 8 4 3 5 8 4 3 5 10 4 3 5 10 4 3 5 10 4 3 5 25.50 x 79.75 83.75 87.75 91.75 95.76 27.50 x 79.75 83.75 87.75 91.75 95.75 29.50 x 79.75 83.75 87.75 91.75 95.75 31.50 x 79.75 83.76 87.76 91.75 95.75 33.50 x 79.75 83.75 87.75 91.75 95.76 35.50 x 79.75 83.75 87.75 91.75 95.75 37.60 x 79.75 83.75 87.75 91.75 85.75 RAW,* Daft Ekes Das aft 2127/07 LOAD ZONES b Ratko, B Robber A c meF J.J. TABLE 4. XX DOORS (ALSO X DOOR OF XO & 9) GLASS TYPES ANCHOR TYPE & SUBSTRATE DOOR WIDTHS 10(' - 47.75 TO 71.75 WIDTH x FLT. 47.75 x 79.75 83.75 87.76 91.76 95.75 51.75 x 79.75 83.75 87.75 91.75 95.75 55.75 x 79.75 83.75 87.75 91.75 96.75 59.75 x 79.75 83.75 87.76 91.75 95.75 63.75 x 79.75 83.75 87.75 91.75 95.75 67.75 x 79.75 83.76 87.75 91.75 95.75 71.75 x 79.75 83.75 87.75 91.75 95.75 A. B. C,D 2,3, WOOD 1,2, CONC 1 a LOAD ar 4 5 5 5 5 5 5 5 5 6 5 5 5 6 6 5 5 6 6 6 5 6 6 6 7 6 6 6 7 7 6 6 6 7 7 L a q ZONES W uuu 2 2 2 2 2 2 2 2 2 3 2 2 2 3 3 2 2 3 3 3 2 3 3 3 3 3 3 3 3 3 3 3( 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 8 5 5 5 8 6 5 5 5 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 8 9 9 10 10 4 4 4 4 3 3 3 3 3 3 3 3 3 5 3 3 3 5 5 3 3 6 5 5 3 6 5 5 5 5 5 5 5 5 5 5 , 5 5 6 NO CHANGE ft00SHEET: ADD FlLSO IW TABLE B7O TAME 4.. CHANGETABLBB. HEAD 2:010 'D 97 AND COLUMN REFERENCE. ADD* G5'7PAWOOR aft 61211/07 TABLE 6.0 SIDE LITE GLASS TYPES ANCHOR TYPE & SUBSTRATE WDTHS "O" - 10.75 TO 38.75 WIDTH x HT. 10.75 x 79.75 83.75 87.75 91.75 95.75 12.75 x 79.75 83.75 87.75 91.75 95.75 19.00 x 79.75 83.75 87.75 91.76 95.75 21.75 x 79.75 83.75 87.75 91.75 95.75 27.75 x 79.75 83.75 87.76 91.76 95.76 38.13 x 79.75 83.76 87.75 91.75 95.75 38.75 x 79.75 83.75 87.76 91.76 95.75 A, B, C,D 2,3, WOOD 1,2, CONC P m ZONES LOAD LB 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 6 5 5 6 5 6 6 7 7 7 6 6 7 7 7 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 sar4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 070 7EOBIOLOGY MINE FL P.O. BQx 1620 NOxOIAS FL P v TABLE 6. XO & OX GLASS TYPES A, B, C, D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC DOOR WIDTHS - 26.50 TO 37.50 SIDE LEE WIDTH it HR'. i' 0 0 x ambu LOAD x 10.75 x 79.75 4 2 C 4 2 10.76 x 79.75 4 2 83.75 4 2 a 4 2 83.75 4 2 87.7542 x 42 x 87.754 2 0 91.75 4 2 8 4 2 S 91.76 4 2 8 95.764 2 c 4 2 c 95.75 4 2 x 12.75 x 79.76 42 LL 4 2 LL 12.75 x 79.75 4 2 83.75 4 2 4 4 2 d 83.75 4 2 uus 87.764 2 4 2 87.75 4 2 02 91.75 4 2 F 4 2 1-- 91.76 4 2 0 95.75 4 2 a 4 2 a 95.75 4 2 x a. 19.00 x 79.75 4 3 0 4 2 0 19.00 x 79.75 4 3 a LL LL 83.75 4 3 us 4 2 us 83.75 4 3 W 87.75 4 3 W 4 2 F 8775 4 3 2 91.75 4 3 E 4 2 z 91.. 76 4 3 2 95.7543 a 42 a 95.754 3 0 21.75 x 79.76 4 3 0 4 2 G 21.75 x 79.75 4 3 83.75 4 3 1 4 2 1 83.75 4 3 2 87.1543 m 42 W 87.754 3 , 91.75 6 3 4 2 91.75 5 3 C 96.75 6 3 tU 4 2 as 95.76 5 3 et 27.75 x 79.75 5 3 < 4 2 < 27.75 x 79.75 5 3 83.75 5 3 a 4 2 a 83.75 5 3 F 87.75 5 3 a 4 2 < 87.75 5 3 a 91.75 6 3 a1 4 3 " 91.75 6 3 0 ` 8 3 m 4 3 m 95.76 6 3 0 36.13 x 7 4 l 4 3 a 38.13 x 79.76 6 4 W 83.75 6 4 2 4 3 2 83.75 8 4 E 87.75 7 5 LL 4 3 LL 8 7.75 7 5 0 91.75 7 5 X 4 3 x 91.75 7 5 95.75 7 5 V 4 3 v 95.75 7 5 x 0 36.75 x 79.75 6 4 x 4 3 x 38.75 x 79.75 6 4 2 4 3 83.76 6 4 M 4 3 m 83.75 6 4 W 4 3 87.75 7 5 4 3< 87.75 7 5 6 4 3 91.757 5 l 4 3 al 91.7fi 7 5 4 3 95.75 7 5 D 4 3 0 95.75 7 5 4 3 0.otoe� T . ANCHOR QUANTITY LOAD ZONE TABLES The ALUM. FRENCH DOOR & SIDE LITES, IMPACT Better ZONES in iU 4 . 00 x NA TABLE 7.0X0 XXO.OXX & OXXO GLASS TYPES A. 8, C. D ANCHOR TYPE & SUBSTRATE 2,3, WOOD 1,2, CONC POOR WIDTHS °X' - 25.60 TO 37.50 - 47.75 TO 71.75 to SIDE M UTE wpm x HT. o 0 ZONES Eu 0 LOAD I ` 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 3 ANA Saab 9 d 10 I 11005 - Rea B APPROVED ANCHOR TYPES: 1.1/4' ELCO TAPCONS 2. 1/4' ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS (G5) 4. ENCIRCLED ANCHOR QUANTITIES IN TABLES 4 AND 7 PERTAIN TO THE EXAMPLE ANCHORAGE SOLUTION ON SHEET 8. Approved es complying with the HotWa de BmJin Code ZO0 NOM Mimi Dade Product Control B I_ toll 1 318" MIN. 2X WOOD BUCK, NOTE 2 DOOR HEAD (WOOD) 1 3/8' 1/4' MAX SHIM MIN. WOOD ANCHOR ON STAGGERED CENTERS, TYPE 2 OR 3, NOTE 1 2X WOOD BUCK, NOTE 2 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 1/4' MAX. SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 CONC ANCHOR ON STAGGERED CENTERS, NOTE 1 Err 1X WOOD BUCK, NOTE 2 DOOR JAMB (WOOD) DOOR JAMB (CONC) WOOD ANCHOR, TYPE 2 OR 3 NOTE 1 CONC. ANCHOR, NOTE 1 EXT. 1/4" MAX. — SHIM 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) DOOR HEAD (CONC) 1/4" MAX SHIM 1 3/8° TYPE 1 1 3/4" TYPE 2 1 314° MIN. ED. 1•1110111.111/01111. PA1 ftirlii111111/11■11:17-1.-. • 3/4' MIN. ED. NOTE 3 1-1/4° MAX. 13/8" TYPE 1 1 314' TYPE 2 tAIN. 3.4 KSI MIN. CONC. DOOR SILL (CONC) 1/4" MAX. SHIM CONC. ANCHOR, NOTE 1 1 1/4° TYPE 1 OR 2 (CMU) 1 318" TYPE 1 (CONC) SIDE LITE 1 3/4" TYPE 2 (CONC) 1/4° MAX. SHIM 2X WOOD 1.5 KSI MIN. CMU OR 3.4 KSI MIN. CONC. BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC) 2X WOOD BUCK, NOTE 2 13/8" MIN. CONC. ANCHOR, NOTE 1 WOOD ANCHOR TYPE 2 OR 3, NOTE 1 1X WOOD BUCK, NOTE 2 1/4" MAX. SHIM 1 318" MIN. 2X WOOD BUCK, NOTE 2 SIDE LITE SILL (WOOD) 3.4 KSI MIN. CONC. 1X WOOD BUCK, NOTE 2 WOOD ANCHOR, TYPE 2 OR 3, NOTE 1 3.4 KSI MIN. CONC. 1 3/8° MIN. 1/4" MAX SHIM WOOD ANCHOR TYPE 2 OR 3, NOTE 1 HEAD (WOOD) SIDE L TE HEAD (CONC) 1 1/4" TYPE 1 OR 2 (CPAU) 1 3/8" TYPE 1 (CONC) 1 3/4° TYPE 2 (CONC) 1/4° MAX. SHIM NOTE 1 LL SIDE LITE SILL (CONC) PAIN. ED. 13/4" MIN. ED. CONC. ANCHOR, 1/4° MAX. SHIM J . 3tr lYPE 1 7 1 3/4" TYPE 2 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4° TAPCONS EMBEDDED 1 3/8" MIN. (TYPE 1) OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. (TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE #12 SCREWS, G5 (TYPE 3) OR ELCO 1/4" SS4 CRETE-FLEX ANCHORS EMBEDDED 1 3/8" MIN. (TYPE 2). 2. WOOD BUCKS DEPICTED AS lx ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (A1-1J). 3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON-SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CONC. ANCHOR, NOTE 1 1/4" MAX. SHIM 1.6 KSI MIN. CMU OR 3.4 KSI MIN. CONC. 1 3/4° MIN. E.D. 1 3/8" TYPE 1 1 3/4° TYPE 2 Approved es rum pt. o b the Florida Bonsting Coat Date NOM "7. -oszs. /13 Miami Dade Plods... Control rrt I. CL Sow 1 Etc Road* PIC AarJE, PJC NO MAAS E170 3 SHEET. SPEE. TYPE 1 a2a MBED. ON CONC. CETA1113. SPEC. wE2as�jw000 DETAILS. ADD ANCHOR TYPES TO NOM!. &au AF FJC Ode Dots WISE? WNW DEA 2122107 Rretslave Asdsbax a linWasc A efterdep IJAs 8/21/07 1070 7ECIECOLOGY ORME NOKOMIS, FL MTh P.a BOX IWO NOKOMIS, PI-3474 113GT ANCHORAGE DETAILS me ALUM. FRENCH DOOR & SIDE LITES, IMPACT fltesslfrdg P0101 s=t. NTS Mut 10 10 Camberes 11005-1 me B / Rabi t ijibt l. Clark, 1.E. PE 039712 Structural M[AM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODTICT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 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, Winding the High Velocity Hurricane Zone. DESCRIPTION: Series "PW 3020" Aluminum Fixed Window — LA U. APPROVAL DOCUMENT: Drawing No. 3020 -1, titled "Aluminum Picture Window, Impact", sheets 1 through 3 of 3, dated 6/1/07, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Approval stamp with the Notice of Acceptance number and.... approval date by the Miami -Dade Prow Control County Pro Conntrol Division. • MISSILE IMPACT RATING: Large and Small i1+e Impact Resistant • • • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name of 1p p fity, sta£e'and following statement "Miami-Dade County Product Control Approved ", unless otherwise Doted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed 'there fra's'lf&h no change in the applicable building code negatively affecting the performance of tug Nesbitt. • • TERMINATION of this NOA will occur after the expiration date or if there has beep iirohsion of cbk hge in the materials, use, and/or manufadure of the product or process. Misuse of this NQA ar$ all endortitmt of any product, for sales, advertising or any other purposes shall automatically terminate this ■TOA. Failpm to comply with any section of this NOA shall be cause for termination and removal of I*10 .: ... • • • • ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, aad4allowed by the expiration date may be displayed in advertising *mature. e. 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 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. p (clvv i cc.-) MIA I-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAMER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 zwaniding eo4e nline,com • • • •••• ROANo. 0713.02 EmDate: August 16, 2012 Approval Date: Auga:416, 2007 Page 1 000000 • • • • • • • • ' GT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 3020 - Sheets 1 through 3 of 3, titled "Aluminum Picture Window, Impact", dated 6/1/07, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per PBC, 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 along with marked -up drawings and installation diagram of series 3020 aluminum fixed window, prepared by Architectural Testing, Inc., Test Report No. All- 72135.01-401-18, dated 05/07/07 signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 6/5/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE •••• 1. Miami Dade Building Code Compliance Office • (BCCO). • • • • • •••• • • •• • • • • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06 - 1205.10 issued to E.I. DuPont DeNecgggr & Co Int for their' DuPont Sentry Glass ® Plus" dated 02115/07, expiring bn.Q 14/08, F. STATEMENTS •. • .. • • • • • • .... • •• 1. Statement letter of conformance, dated June 7, 2007, signed and skirerly Roberti.. Clark, P.E. • • . .... • • 2. Statement letter of no financial interest, dated June 7, 2007, signed 1t1;ealed b •, Robert L. Clark, P.E. E -1 G. OTHER 1. None. • .. .. • 3. Laboratory compliance letter for Test Report no. ATI 72135.01 401.1$, issued by Architectural Testing, Inc., dated May 10, 2007, signed and sealed by Joseph A. Reed, P.E. r; P.E. Product Cou n r NOA No. -' 13.02 Expiration Date: August 16, 2012 Approval Date: August 16, 2007 • • • • • • • .' • • • TABLE 1. DESIGN PRESSURE SUBSTRATE WOOD CONC CONC CONC MULLION ANCHOR TYPE 1, 3 2, 3 4 4 5 6 P.S.F. +1 -130 +/ -130 +/-130 +/ -108 +/ -130 +/ -130 MAX SPACING 9" ^ i3 112" 10 112" 13112" W' 13112" ANCHOR PLATEI YES YES ; NO NO YES NO GENERAL NOTES: LARGE MISSILE IMPACT PICTURE WINDOW 1. GLAZING OPTION(S): A. 8118' LAMI: (2) LITES OF 1/4" HEAT STRENGTHENED GLASS (, fi�S GLASS WITH AN .090' SENTRYGLAS PLUS (SGP) INTERLAYER. 2. CONFIGURATIONS: 0 APPROVAL APPLIES TO FIXED WINDOWS OF EQUAL LEG FRAMES. SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. 3. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. HEAD, SILL & JAMB SPACINGS. SHUTTERS ARE NOT REQUIRED. APPROVED ANCHOR TYPES: 1, #14 STEEL SCREW (GE) 2,114" ELCO TAPCON 3,1/4" ELCO SS CRETE -FLEX 4, 3/8' ITW RAMSET TAPCON 5, 014 SMS 8,1/4" STEEL BOLT 8. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. 7. REFERENCES: TEST REPORT ATI72135.01- 401 -18; ELCO TEXTRON NOA 04-0721.01, 03-0225.05; 11 W RAMSET/REDHEAD NOA 04- 1025.08; ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION; ADM-2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (I-NHZ). 6" MAX . -.j I-2-14-SEE TABLE 1. I I I I s.s011 •ew0•O o F.K _ L_ L_ SEE TABLE 1. nrynry •a•111aaa:162192 Q Up mm 8" MAX. I t I I -431/4 MAX. DLO-. — 48'MAX.� ELEVATION per, urn D,1• flodeme 115 1/4' MAX. 01.0 120" MAX. r 1 w 1 W NOTE. WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN • •• ••• • • • • • •• • • • • • • • • •• •.• •• • • • •• • • • ONA: • • • • • • T • • • • • • • • • •• • • • s • v • 1010 7EaseLOGYDRIVE MOKOnfla AWNS ••• • • • • •opta•Q,:1 U. • • • • • • ••• R SEW • • • .. •• • • • •• •• ••• • • • ••• • • 114" HEAT STRENGTHENED GLASS .090 SENTRYGLAS PLUS INTERLAYER 114" HEAT STRENGTHENED GLASS M. CO / / / //1 t. 7 518" MIN. GLASS BITE GLAZING DETAIL GENERAL NOTES ELEVATION& GLAZING DETAIL ALUMINUM PICTURE WINDOW, IMPACT MOO � lx 1 1 s 1 310.1 6 6 d L. Cadc, P.E. PE1190712 3.250 SECTION -A • •• • " — • • • • • •• • • • • • • • • • • • •• ••• • • t,�i •• • • • • • • • • • • • • • • • • • • • • • • •• 1W. HORIZONTAL SECTION - B CORNER DETAIL OUTSIDE (ALTERNATE FAB DETAILS) may ONO a•g aye • a•abs taaakair like Eearrge •de I FJC error .&a • 27 ••• • • • I. • • • • • ••• • • • • • • • • • • • WEINER DETAIL INSIDE • - • • • •• • • — • •• ••• belYe NOICIA FL 3075 • • • • • PA rpoataaman wrre�y Berra, • -- • f SECTIONS ALUMINUM PICTURE WINDOW, IMPACT 2 at 3 iar... 3020-1 V if Ott L raft PEE PE tielitt2 EiMadsuai ••• • •• •• • • •• • • NOTES: 1. FOR CONCRETE APPLICATIONS USE ANCHOR TYPE 2 (1 318" MIN. EMBEDMENT), TYPE 3 (11314° RAIN. EMBEDMENT), OR TYPE 4 (2' MIN. EMBEDMENT) OR OTHER MIAMI -DADE COUNTY APPROVED EQUAL. MASONRY FASTENER. SEE SHEET 1, FOR ANCHOR DESCRIPTION SPACING. 2. FOR WOOD APPLICATIONS USE ANCHOR TYPES 1 OR 3. SEE SHEET 1 FOR ANCHOR DESCRIPTION AND SPACING. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1112 THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). TYPE HEAD, SILL & JAMB (2x WOOD) 3.4 KSI MIN. CONCRETE t ttabitg FJC 1314° RAIN. ED. TYPE HEAD, SILL & JAMB (CONCRETE WI lx BUCK) our arc M 07 ,• 114° MAX SHIM MASONRY ANCHOR, SEE NOTE 1 OPTIONAL, SEE TABLE 1, SHEET 1 4 i. 3VCSI 1+11144 i • • • 1 3/4" •• ••• •• • • • •. IN ' Elk 'r:i : �• ' .; sEE •• .. f . • amt � WRIT I •' • a•arcE Asatee care .1R. • •. • • • TYPe I1gAD, S @l S JAMB •, . • (aI CTI:Y �O NpF • " • •• • • • •• FASTENER, SEE TABLE 1, SHEET 1 MIAMI -DADE COUNTY APPROVED MULLION EXT. MULLED EXAMPLE - ENGINEERED BY OTHERS MASONRY ANCHOR, SEE NOTE 1 OPTIONAL, SEE TABLE 1., SHEET 1/4" MAX SHIM SEE NOTE 1 -- •• • tioNomeoa San eG Mae • F VIstblp Baser • • • • DESCRIPTION FRAME, FEMALE ITEM 1 3 5 6 7 8 10 11 12 13 14 PART # 13102 13105 13106 13103 13080 1614 GLAZING BEAD, TYPE 1 ANCHOR COVER PLATE ANCHOR PLATE #10 X 1" PH SPAS 13053 MUTIINIMULL COVER BACKBEDDNG SEAM - SEALER GLAZING LEG WSTP. SETTING BLOCK 1 /rx112°x1" 9/16" LAMI (1/4" HS, .090 SGP, 1/4" HS) F'"- 3.250 .062 3 - GLAZING BEAD, TYPE 1 --0-1 1.059 5 - ANCHOR COVER PLATE .050 3.064 090 8 - ANCHOR PLATE 8 - MIUNTINMULL COVER PARTS LIST, EXTRUSIONS & ANCHORAGE ALUMININ PICTURE WINDOW, IMPACT PINO20 I I 3 0 3 la,ll,. 1 l MATt 6063.15 6063 -15 6063-15 6063 -T5 S.S. 6063 -T5 SILICONE ONE 1 - FRAME, FEMALE VENDOR # 3506GW -90.7 3506GW-903 3506GVV -90-5 3506GW-90-9 35060W-5943 GE RS 7700 TEAM PLASTICS EPDM GLASS I PGT APPlued Ps a54 the Podia X07 tit L Clerk. P.E. PE 919712 Seureeal ••• • • • • • • ••••• • • • • . • •• • • ••• • PI MIAMMDI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable The documentation submitted has been review by the Board of Rules and Appeals (BORA) to be the Authority Having Jurisdiction (AHJ). MIAMI-DADE COUNTY, FLORIDA 0-DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 governing the use of construction .materials. County Product Control Division and accepted Dade County and other areas where allowed by 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 expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product dr; aerial within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mi de County Product Control Division that this product or material fails to meet the requirements of the appli e. This product is approved as described herein, and has bee c(esf _. s el/ Co ly with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD -750 Impact Aluminum French Dodr anddSicleztes APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. Freheh -Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared. by the manufacture, dated 12/21/04, signed and sealed by Lucas A. 'l ume=, P.E., b ea • ° n • 'ng� the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number ° anZl approygl • date by the Miami -Dade County Product Control Division. • • • • • • • • MISSILE IMPACT RATING:. Large and Small Missile Impact • • • ° • • I SIS• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stlite ancf • • • . • following statement: "Miami -Dade County Product Control Approved ", unless otherwise not herein. I • RENEWAL of this NOA shall be considered after a renewal application has been filed andtfiei been ne• ° 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 re' ision.or chadjCn.the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endofstment of an& product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to corn• 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 1 and evidence page E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. -' : ez, P.E., Director, BCCO • NOA No 05- 0103.03 Expiration Date: February 24, 2010 ^ , f) Approval Date: February 24, 2005 cI NtS ' IS • • • • • • • •SS•• • ISIS• .••I•• • • • • • • ••III• • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000 - 11, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/21/04, signed and sealed by Lucas A. Turner, P.E. B. TESTS 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL- 4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 - 94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 •'' •' • along with marked -up drawings and installation diagram of aluminum odswinging • french door, prepared by Fenestration Testing Laboratory, Test Re $ . FA. • 4315, dated 09/13/04, signed and sealed by Edmundo E, Largaespada, ' • ••••• . • C. CALCULATIONS •. .. 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prel?ied• y manufacure, dated 12/22/04, signed and sealed by Lucas A. Turned ; NEE D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Material", dated 11/21/02 and expiring on 12/11/05. E -1 •••• • • • ▪ • •• • • • • • • • • • S. • ...• • • •••• Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0103.03 Expiration Date: February 24, 2010 Approval Date: February 24, 2005 •..... • • • •••••• • • •..... • • ..... • • •.•.. •..••. • • • • •• . .•.... • • • • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code compliance, dated December 22, 2004 signed and sealed by Lucas A. Turner, P.E. 2. Statement letter of no financial interest, dated December 22, 2004 signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 • • • .. •• • ...... • ...... •... . • •••• ...... • • •• •. •..... • • • . • • • • . • •• • i ll{ Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office • NOA No 05- 0103.03 Expiration Date: February 24, 2010 Approval Date: February 24, 2005 •... • • •••• ...... ..•. • • • • • •• • • ...... • • • .. ... • • O • • • . . • • •. • •• ... • • • . . •••• • •• • ..... • •• • ...... TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A OR C DOORS UP TO WIDTH DOOR HEIGHT CONFIG. 6 - 79 3/4" 7 - 83 3/4" 87 314" 91 3/4" 8 - 95 3/4" SINGLE X 3 37" +70.0 - 80.0 +70.0 - 80.0 +70.0 - 80.0 +70.0 - 80.0 +70.0 - 80.0 DOUBLE XXX 6 71 3/4" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SIDE LITES UP TO WIDTH SIDE LITE HEIGHT CONFIG. e B - 79 3/4° 7 - 83 3I4" 87 314" 91 3/4" o 8 - 95 314" FULL JAMB O 3811/10" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB 0 3011116" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB O 3511116° I +70.0 - 73.01 +89.5 -69.5 +67.3 -67.31+852 -65.2 482.7 -82.7 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.090 PVB, 3/16' HS). D. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/18° TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND • (1) 7/16' LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.090 PVB, 3116" HS). TABLE 2. DESIGN PRESSURES FOR GLASS TYPES B OR D NARROW JAMB O 1 3811/16" +70.0 -80.01+70.0 -80.01+70.0 -80.01+70.0 -80.01 +70.0 -80.0 2. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -98 (ASTM E1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El 300-98 (ASTM E1300 -94 OUTSIDE MIAMI -DADE COUNTY). 3. CONFIGURATIONS: X, O XX XO OX, XXX XXO, OXX, OX0 XXXX, XXXO, OX)O(, OR OXXO WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, XX DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 7 AND 8. 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS. 04 .i .NQ PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL R.SSEMBLY43EV I lS iE/!EDON in INTERIOR AND EXTERIOR WITH CONTRACTOR'S gALAN' . • • • • • • • • • • • • ••• • 7. REFERENCE TEST REPORTS: F ftt4311!F•fM431214NC?F • • • • GLAZING DETAIL 7/16" LAMI GLASS 7/8" NOM. GLAZING DETAIL 7/8" LAMI I.G. GLASS 7116° NOM. 3/18° ANNEALED OR HEAT STRENGTH 090° PVB INTERLAYER 3/18" HEAT STRENGTHENED GLASS R 518° GLASS BITE INTERIOR SETTING BLOCK 3/18" TEMPERED GLASS 1/4° AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" PVB INTERLAYER 3/16' HEAT STRENGTHENED GLASS 5/8" GLASS BITE INTERIOR SETTING BLOCK Road Ita Vats •• Road Oa amc mrc 1221/04 comma,: I Roues,: e'd. Psalms ••' ••• ••• • • • • • • •• • FC • • • ••• -•• • • • • • • • • • • • Oars • • 170 TECHNOLOGY COVE f {=MIA FL 54275 • P.O. BOX 1529 17OXw0s, FL 84274 • • NOTES, DESIGN PRESSURES, GLAZING DETAILS & MAP ,as ALUM. FRENCH DOOR & SIDE LITES, IMPACT Visibly Better s.mnms,e epB` �e FD75V I FULL] 1 m 8 Osaka. 8000 -11 ENED GLASS NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 GLAZING DETAILS ..... 1 DESIGN PRESSURES 1 ELEVATIONS 2 VERT. SECTIONS 3 HORIZ. SECTIONS 4 PARTS UST 5 EXTRUSIONS 6 ANCHORAGE 7-8 p a,a744 te, • • 4uxX% Dee i?Jz L4rc a A ?Rorer, P.E. PB 058201 Mechanical • • • • • ••• • • • • • • • ••• • • • • • •• • • • • • • • • • • • • • ••• •• • • • • • • • • • • • • • • • 95 3/4° MAX. HEIGHT ALL r — 73 13/18° MAX. WIDTH --.1 i% OX OR XO •• ••• X • • • NOTES: • • • • • 1. CONFIGURATIONS WITH SIDE LTItS CAM BE 2. FOR ANCHOR SPACING SEE SHEET 7 AND F 3. FOR VERTICAL SECTIONS SEE SHEET 3 AND 110 5/8° MAX. WIDTH 71 314" MAX. WIDTH • • • • • • • • • •• o • • • • • • • • ••• • EI IF&R NI411k02V B OI FULL JAMB VERSIONS. OR ANCHO SECTI BEWAILS SEE SHEET 8. FOR HORIZONTAL SECTIONS SEE SHEET 4. OXO OXXO (SHOWING EACH VERSION SIDELITE) Y 3611/16° MAX. WIDTH 25° MAX DLO 0 (FULL JAMB) 4 145 3/8° MAX. WIDTH 3811/18° MAX WIDTH 33 3/18° MAX DLO 0 (NARROW JAMB) 1 4h 7 !2 /22/CJv 199099 9 1 ° 9 9 FC Deft Dra 17/21/04 • ••_ - 1 • . • • • • • • • • S. • • • • • • • • • • • • • • • • 1 • • Cholod197 0.9 • • • • • • • • W0 TECHNOLOGY DANE rams FL 94275 • P.O. BOX 1529 419315OM19, FL 34274 • PST Visibly Better EXAMPLE ELEVATIONS 17/9 ALUM. FRENCH DOOR & SIDE LITES. IMPACT 9 70750 NTS 2 d 8 Da.79,9 800041 Row limas/. Turner, P.E PE 098201 Meohwrdwl •• • • • • • • • ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • •• • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD MAX. DLO — EXTERIOR •• • VERTICAL SECTION C.:• NARROW AND FULL JAMB SIDE LITE SILL te _rztL- INTERIOR MAX HEIGHT VERTICAL SECTION B OUTSWING HEAD R VERTICAL SECTION D OUTSWING SILL MAX HEIGHT 140M . �Sil(1 7f Jc NiuF9do neater aver o� e F.K Oft • • • • • • • • • • • IN • • • • • • • • •• • •i • • •• Dag Deft x /04 Rffltionr Matted By: • • ••• ••• • 1070 7E010iOL007ORME AYOKOWS, FL 31275 • • P.O. BOX 1528 •YOKOMIS, FL 34274 • Visibly Better VERTICAL SECTIONS ALUM. FRENCH DOOR & SIDE LITES, IMPACT ffigieliodst F13750 1/2 3 m 8 8000 -11 Lucas A Turner, P.E. PE 858201 Mechanical ••• • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • ••• • •• • • • •• • • ••• • • • • • • • ••• • • • • • . • • • • • • • • ••• • • • • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDO' LIT.'TYPE,,; • • • • r>.. DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE NOTE: ASSEMBLY HARDWARE QTY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN �y2 /x.15 Reed 10 Radar Bahr Wmv, Bp F.K 12/21/04 14er1atoar 04 dors OstLe 1070 TECHNOLOOYDRIVE NO5O11413, FL 94278 P.O. BOX 1529 NO1401105; FL 34274 Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fa750 01.01i> 8000 -11 l a. s- E_ 1/2 I 4 8 Lucas A. Tone,, P.E PE 868201 Mechanical Ila b. • • • •• • • ••• • • • • • • • ••• • • • • • . • • • • • • • • ••• • • • • • OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDO' LIT.'TYPE,,; • • • • r>.. DETAIL G STILES AT ASTRAGAL DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) DETAIL J SLAB AT GLASS BED DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) DETAIL E DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE NOTE: ASSEMBLY HARDWARE QTY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN �y2 /x.15 Reed 10 Radar Bahr Wmv, Bp F.K 12/21/04 14er1atoar 04 dors OstLe 1070 TECHNOLOOYDRIVE NO5O11413, FL 94278 P.O. BOX 1529 NO1401105; FL 34274 Visibly Better HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT Fa750 01.01i> 8000 -11 l a. s- E_ 1/2 I 4 8 Lucas A. Tone,, P.E PE 868201 Mechanical 3° SEE NOTE 5 181/2' MAX 1 T --- TYP. f TYP. FRAME FRAME FRAME MIDSPAN MIDSPAN MIDSPAN - L I _ 11` 11' 11° ll ll I I I 1 r I I I I III III II 1 ---164- - 18 °tom-- ^i8°I-- - ri 8° �i8 °t'- "'t8 ° � 9 — �1 DETAIL A DETAIL B DETAIL C 1/4° TAPCONS OR #12 SCREWS 114° TAPCONS #12 SCREWS (SINGLE PANEL) (2 OR MORE PANELS) (2 OR MORE PANELS) MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2. DETAIL A - SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4° TAPCONS OR #12 SCREWS HEAD 6° MAX FROM CORNERS. SILL. 6° MAX FROM CORNERS. JAMBS 11' MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2' MAX SPACING THEREAFTER. SEE NOTE 5 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4° TAPCONS HEAD 6° MAX FROM OUTSIDE CORNERS, AND AT 3' AND 6' MAX ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS. SILL 6' MAX FROM OUTSIDE CORNERS, AND AT 3° AND 6' MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS 11° MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 1812 MAX SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD 6° MAX FROM OUTSIDE CORNERS, AND AT 3 °, 6° AND 9° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL 6° MAX FROM OUTSIDE CORNERS, AND AT 3 °, 6' AND 9' MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS 11' MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 1812' MAX SPACING THEREAFTER 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEE DETAIL A OR B ABOVE. ENCIRCLED ANCHORS IN DE MA ielf QUI D FCIR NORI�W B SIDELITES, BUT OTHERWISE MAY BE OMI I I U. ENCIRCLED ANCHORS IN DETAIL B ARE REQUIRED I gT I FL A ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MAY BE OMITTED. ALL PANELS MAY BE INSTALLED WITHE#rHE 2 F t 1A°TAPCONS. • • • • • • • • • •• •• • • • • • ••• . 9° - -►+ 3" �8'I f- 3° III III Rend Iljt tx.. 8l• F.K Dale Mow Date 1221/04 lirritskes *blot me • • -•• • • • • • gr • • • • • •• • • • • • • • • • • • • • •• • • • •- • • • • Dale 1 • • •• 17O TPCHNOLOGYDRIVE gOKOLes, FL 34275 • P.O. BOX 1524 ISOKOML9, FL 34274 • Visibly Bet ANCHORAGE SPACING ALUM. FRENCH DOOR & SIDE LITES, IMPACT Selealkehrk Sada NTS • 7 d 8 m.m° 8000 -11 Rev Wore A. Turner, PE. PE X01 Mechanical ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ITEM DWG 0 DESCRIPTION PGTO 1 8006 FRAME, HEAD, SILL & JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 -.- FRAME ASSEMBLY SCREW 08 X 1° PH QUAD 781PQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 -- THREADED ROD 5/16 - 18X36" STRODA 36 08 X 3/4° PH SQ DRIVE TEE SCREW FLANGED HEX NUT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 FRAME, JAMB O8 X 3/4' PH SQ DRIVE TEE SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRAM 68028 62 8029 SIDE LITE JAMB TRAM 68029 1 8006 FRAME, HEAD & SILL 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 - FRAME ASSEMBLY SCREW #8 X 1° PH QUAD 78IPQA 68014 21 8014 TOP RAIL 22 8013 BOTTOM RAIL 68013 35 - THREADED ROD 5/16 -18 X 36' 6TRODA 36 . FLANGED HEX NUT 5/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 - 08 X 3/4° PH SQ DRIVE TEE SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRAM 68028 70 8010 FRAME, JAMB 68010 90 - DOW CORNING 899 OR 995 GLAZING SEALANT 68033B 91 - 7/16' LAMINATED GLASS (3/16' ANN.,.090 PVB, 3/16° ES) 92 - 7/16' LAMINATED GLASS (3/16° 11.5,.090 PVB, 3/16" HS) 95 -- 7B° LAMI LG. (3/16° T, 1/4" SPACE, 3/16° ANN,.090 PVB, 3/16' HS) 96 - 7/8" LAMI LO. (3/16° T, 1/4° SPACE, 3/16' HS.,.090 PVB, 3/16° HS) 105 8022 BACK BEAD 68022 106 8026A SL BACKBEAD 68026A 107 8023A 7/16° BEAD 68023A 108 8024A 7B° IO BEAD 68024A 109 0224 VINYL BULB WSTP (THICK) 6TP247 80 8033B FRENCH DOOR ASSEMBLY BEAM 68033B 81 - 510- 24X212"PH SCREW 82 - #10-24 HEX NUT 83 --- 012X112 °TR HDTEK SCREW FD750 DOOR(S) SEM DWG 0I DESCRIPTION I PETS FRAME KIT PARTS 2 3 S 6 7 8 9 DOOR PANEL 5 20 21 22 23 8013 8017 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 8006 8003A 8004A 8008 8007 8009 8032 8012 8014 8016 8015 802IB 8020A 8018 8019A 8035 8039 8043 8030 8037 8045 8031 8038R 8038L 8036 8041 8042 8044 FRAME, HEAD & HINGE JAMB OUT -SWING SILL OUT-SWING SILL COVER DRIP CAP HEAD, SILL & IAMB WEATHERSTRIP (SCHLEGAL) SCREW COVER INSTALL PLATE FRAME ASSEMBLY SCREW #8 X I' PH QUAD ASTRAGAL END SEAL 68006 68003 68004 68008 U83337T8500 68007 68009 78IPQA 48032 HEAD, SILL& JAMB WEATHERSTRIP(SCHLEGAL) 0833371'8500 FLANGED HEX NUT 5/16 -18 STILE 68012 TOP RAIL 68014 BOTTOM RAIL 68013 • TOP SWEEP 68017 BOTTOM SWEEP 68016 SWEEP SCREWS, 04 X 1/2° PHI. PH ASTRAGAL, ACTIVE & INACTIVE 68015 GEAR HINGE, JAMB SIDE 68021B GEAR HINGE, COVER 68020A GEAR HINGE, BACK -UP PLATE 68018 GEAR1{PIGE, DOOR SIDE 68019A GEAR BINGE, BEARING 68035 GEAR HINGE, SET -SCREW 06.32 x 1/4' GEAR HINGE, MTG. SCREW 012 x 3/4° TRUSS HD. GEAR HINGE, MTG. SCREW 012 x 112° TRUSS HD. THREADED ROD 5/16 -18 X 36° 6TRODA TRUSS CLAMP 60378M S/S GEAR LATCH MECHANISM (ASHLAND) LOCK BLOCK 48030 LATCH ASST SCREWS 08 X Y SS PIHLL TR HD 78X2TPAX STS SHOOT BOLT ROD (SULLIVAN) STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) SHOOT BOLT GUIDE 48031 SHOOT BOLT GUIDE & STRIKE SCREW 8-32 X3/8" SS PHLLL TR HD 78X38PF1X RIGHT- STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W5110438I LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED RIGHT) W5110.44S1 STRIKE PLATE SCREWS 8-32 X 3/8' SS PHILL TR HD 78X38PFTX STRIKE PLATE MIDDLE SCREW 6-24 X 12° FH 7612FPTX STRIKE PLATE AT HEAD & MI'1i • • • • • • • • ",,!'� HEAD STRIKE SCREWS SS 8 X W2 PFDLL FH • • • s • • • • • 78.19 A�[ S T R I K E P L A T E S C R E W S ( ? S II 2 . S 6 . 8 � C 121 1 L 11. DHEC4EF • ISPFHUX ACTIVE TRAM SET (ASHLAND)* • • • • A� •, • • • : • • • • PASSIVE TRIM SET (ASHLAND) STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) 503750 FULL SIDE LITE FD750 NARROW SIDE LITE ASSEMBLY KIT GLASS, BEADS & SILICONE der Read Eye goad By Oar tete Rerdskerc Itsfiskar 06m BF Bar cmm°aey FK 12021/O4 ••• ••• • • • • • • • • • • • ••• • • • • • • • • • • • e •• • • • IF°. PGT Visibly Better �e 50750 PARTS LIST xo° ALUM. FRENCH DOOR & SIDE LITES, IMPACT &Moo Mx NA 5 m 8 I 8000 - 11 Lucas A Terror, P.E. PE 058201 [Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • ••• • • • • • • • It • • • • • •• •• ••• • • OGY DANE FL 30275 • ' • NOKOM9, FL 34274 • 1/4' MAX SHIM CONCRETE -r- 1/4" TAPCON (NOTE 1) CONCRETE lx WOOD (NOTE 3) 1/4' TAPCON (NOTE 1) 2x WOOD (NOTE 2) 1 1/4° MIN. 1/4° MAX 2x WOOD SHIM (NOTE 2) 4 1 1/4" MIN. 1 112' MIN. 1/4' MAX GROUT, SEE NOTE 5 1/4° MAX SHIM CONCRETE—v.: • • :. • . 1 1/2° MIN. it 1 /4' MAX. SHIM + 1/4' TAPCON (NOTE 1) #12 SCREW TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 1 1/4' MIN. 1 1/4' 11 MIN. • CONCRETE •• • OR CONCRETE - .: BLOCK lx WOOD .. (NOTE 3) • I II 1/4" MAX SHIM -I k-- 1/4° TAPCON (NOTE 1) 1/4' TAPCON (NOTE 1) 1/4' MAX SEE NOTE 5 GROUT, i �•�� 1J 1 1/4' MIN. •• TYPICAL DOOR SILL 1 1/4° MIN. CONCRETE 1/4' MAX. SHIM -. - I I- TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL �-- CONCRETE #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD NOTES: •• ••• • • 1. FOR CONCRETE APPLICATIONS ID MIAMI- DADECO JN I4SE:INCY IRIJR -DADE COUNTY APPROVED TAPCONS. 2. INSTALLATION TO THE SUBSTRATO OF WQQD S 9 1/M TWK QRIORE TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY AUTHORITY HAVING JURISDICTION. 3. INSTALLATION TO THE SUBSTRATE OF WOAD U(( ST r ESS TeIRT1 1/21 THK. TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM %083!IB PAIN. STRENGTH) ivag- MuV PALL THICKNESS OF 1/8', FOLLOW ANCHORAGE DETAILS SHOWN FOR 2x WOOD BUCKS, USING #12 SHEET METAL SCREWS LONG ENOUGH TO PROVIDE FULL THREAD ENGAGEMENT INTO THE ALUMINUM, AT THE SPACING SHOWN ON SHEET 7. 5. IF SILL IS TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LOAD TO SLAB. 2x WOOD (NOTE 2) 1/4' TAPCON (NOTE 1) e Reader RietlO., Mac Mr.*: Fx Daft 12/21/04 Rade= er.meaaer • • • • • • • • • • 470 OLOOYDRIVE • • • • • • • • • • • • ••• ••• •• • • •• •P.O. BOX 1679 r • ••• • 1'aCOML4 F1.90274 • d, Visibly Better ansablas ANCHORAGE DETAILS Tar ALUM. FRENCH DOOR & SIDE LITES, IMPACT Serkaalalat FD7&1 12 8 s 8 8000 -11 Lazes A Turner, P.E. PE #58201 MeotmNwl ••• • •s • • • • • • •• •• • •• • • • S•• • • •�•• • • ••• • • L 1.000 3.636 - ----►y O #8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL 2.000 L pr--- 1.938 ►-- 3.890 - 20 #8012 6063 -T6 STILE F- .100 10 fo .442 .885 #8022 6063 -T5 BACKBEAD #8026A 6063 -T5 SL BACKBEAD 8.250 22 #8013 6063 -T6 BOTTOM RAIL .750 .818 r- #8023A 6063 -T5 7/16" BEAD 2 #8003A 6063 -T6 2 OUT -SWING SILL .040 •• • • • 1 �Y10J 8 ■ 7 H • 6 #8824A 6tfi3 -1 1.G. BEAD 1.938 3.838 -- ""I 4.434 --I 21 #8014 6063 -T5 TOP RAIL .075 .125 .050 2.622 --I 61 #8028 6063 -T5 SL HEAD TRIM • • 1- 2.313 ---�� • • • U U ••• • .050 • • • ( .2/ • 6063 -T5 SL JAMB TRIM O #8004A 6063 -T5 3 OS SILL COVER 3.251 1.835 -j #8033B 6105 -T5 80 FD ASS'Y BEAM O #8009 6063 -T5 INSTALL PLATE .075 1.812 1.033 1.170 2.544 26 #8015 6063 -T6 ASTRAGAL O #8008 6063 -T5 DRIP CAP 1.000 #8039 6063 -T6 TRUSS CLAMP 082 1.000 r 1 3.638 --ry 70 #8010 6063 -T6 NARROW SL JAMB 4.027 .050 2.240 23 23 #8017 6063 -T5 24 #8016 6063 -T5 TOP SWEEP 2 BOTTOM SWEEP 2260 .075 #8021B 6063 -T6 GEAR HINGE, JAMB -1 742 l- I1 1 .072 2 #8020A 6063 -T6 GEAR HINGE, COVER 14J .301 #8018 6063 -T5 HINGE, BACK -UP .075 30 #8019A 6063 -T6 GEAR HINGE, DOOR 1.180 .04. A 6 #8007 6063 -T6 6 SCREW COVER .050 NOMI i}-1 4Ti Iii 414 1'7,1 7 2 /0tf Rand •: F.K 1 tlatx wm: Dow 12121/04 Parisians Reoeraa analog? itA • • • • • • • • • ••• ••• • •• • • • • • • • • - - • • • • • • �• •• • • • • Doke • •• 10 7EC444&OQYORNE 00(058$ FL 34279 • P.O. 90X 1920 • t(OXOMOS. FL 34274 PGT Visibly Better EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT P0750 f/2 6 a 8 8000 -11 Reit Lus4ta d Tuner. P.E. PE 458201 Medmnleal ••• • • • • • •• • • • • • • • • ••• • • • • • • • • • • • •• •• ••• • •• •s ••• • • a MIAMI -DAD COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: W Kpo ol..) This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH -700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040 -20, titled "Alum. Single Hung Window, Impact ", sheets 1 through 11 of 11, dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed andie%idd by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval staita with the NOW of Acceptance number and approval date by the Miami Dade County Product Control Di ip, , "" • • • MISSILE IMPACT RATING: Large • • arge and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Jt3+, statf aed: • following statement: "Miami -Dade County Product Control Approved ", unless otherwise hereii RENEWAL of this NOA shall be considered after a renewal application has been filed' t rre has hum • no change in the applicable building code negatively affecting the performance of this ppd.Ct; TERMINATION of this NOA will occur after the expiration date or if there has been a revision or eOillis in the materials, use, and/or manufacture of the product or process. Misuse of this NOA'as.dn gndorseplenj of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faituretp• 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 NOA # 05- 1018.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Pere , ' .E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinpcodeonline.com NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 • •5• •5 •� ••5 ••• • • 1 • • • • • O • •• • •• • • 11 55• • • • 11. • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No 4040 - 20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact ", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.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 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, .Inc., Test • •.. Report No. FTL - 4958, dated 10/03/06, signed and sealed by Edmundti P.E. ...... • : • • 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per Fli,c 202 -94 2) Large Missile Impact Test per FBC, TAS 201- 94.... • ... • 3) Cyclic Wind Pressure Loading per FBC, TAS 293 :94: .. • along with marked -up drawings and installation diagram of an AltiThinam Single Window, Impact, prepared by Fenestration Testing Laboratory, Inr,'Ult Report No. FTL - 5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E.•' •' •. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -9'4. • : 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 '..'. • along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) E -1 Manuel Pe Product Control a: ,, f"li"er NOA No. 07- 0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 ...... •' • • • OOOOOO • • ..... • • ..... ...... • • • ...... • ....•. PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, :P.4... S ....* (Submitted under previous NOA #05- 1018.01) • • • .... 8. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 ..... � • • • 2) Uniform Static Air Pressure Test, Loading per FBC 1AS 20Z -94' 3) Water Resistance Test, per FBC, TAS 202 -94 • • ..... 4) Small Missile Impact Test per FBC, TAS 201 -94 •; • .; • • 5) Cyclic Wind Pressure Loading per FBC, TAS 2V-V4' • • • • 6) Forced Entry Test, per FBC 3603.2 (b) and TA - f 4 • along with marked -up drawings and installation diagram of an Aluminum Singkung Window, Impact, prepared by Fenestration Testing Laboratory, Inc •' ea Repo t.No. FTL -4650, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. • • • •' (Submitted under previous NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P (Submitted under previous NOA #05- 1018.01) E -2 Manuel Pe E. Product Control 311• II er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 ...... • • • 000000 • • ...... • • ..... • • •.... ...... • • • ...... • • 000000 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL - 4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10/05/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05- 1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •••• • E. MATERIAL CERTIFICATIONS • • ' • • •• • • • • 1. Notice of Acceptance No. 05 - 1208.02 issued to E.I. DuPont DeNetnearsfor "Dewitt Butacite® PVB" dated 01/05/06, expiring on 12/11/10. ...... • 2. Notice of Acceptance No. 03 - 0827.08 issued to Solutia Inc. for their "'3elutia: •.. . Interlayer" dated 03/04/04, expiring on 03/04/09. • • • • . . F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 05/1 • 7, si4•and sealed by Robert L. Clark, P.E. • • • •. •••• 2. Statement letter of code compliance, dated 10/12/05, signed and sealed'by Re e'rt ... Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05-1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. E -3 •• .• • •• ...... P.E. Product Con ' er NOA No. j q i . 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 ....•. • • • ••••.• • • ••..•• .•••• • • •.... •••••. • • • •..... • • •••••• • • 1/1 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 118" 68" 70" 72" 74" TABLE 1. 78" 48" 50" Sr 531/8" UP TO 53118" GLASS TYPES: RentBr Darr Flsokkat A,B,M A.B,M A A,B,M A,B,M C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80,0 -80.0 A. 5 ✓18" LAMI: (1/8"A,.0090.1 /8"A) ,.._.. _ _ _ B. 5/16" LAMI - (1B "A,.090,1/81HS) C. 5/18" LAMI - {1 /8"HS,.090,1/8"HS) D. 7,18" LAMI- (3/16"A,.090, 3/18 "A) E. 7/18" LAMI - (3118"A,.090, 3118118) F. 7/16" LAMI - (3/18"HS,.090, 3/16"HS) G. 13/16" LAMI 10 - 1 /8"HS, AIR SPACE, 5/16" IAMI - (1/8°A,.090,1/8"A) H. 13/18" LAMI IG - 1/811S, AIR SPACE, 5/18" LAMI - (118"A,.090,1/814S) +80.0 +80.0 +80.0 +79.6 +80.0 MID FR .- TO • • -80.0 -80.0 -80.0 - -80.0 +80.0 +80.0 +80.0 +78.2 +80.0 -80.0 -80.0 -80.0 -78.2 -80.0 X' i �y,�`,•[. c c - ..li r 1C701EcFTIOLOGYDR/VE C#L! U3 }r: t, 4 iga I OS,A.3405 C+d/64.9TY ES�ANOQ • • • • • • • , FL 34274 • +80.0 +80.0 +78.8 +76.9 +80.0 TEST REPORTS -80.0 -80.0 -78.8 -76.9 -80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ® TABLE 2. BASED ON FLANGED WINDOW TIP- TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 44" 80 5/8" 83" 72" 74" 78" 48" 50" 52" 63118" UP TO 53118" A,B,MA A,B,M® A,B,M® C,D,E,F,G,H,I,J,K,L +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 -80.0 +80.0 +80.0 +80.0 +80.0 -80.0 -80.0 -80.0 -80.0 +80.0 -80.0 +80.0 +79.9 +76.9 +75.0 +80.0 -80.0 -79.9 -78.9 - 75.0 -80.0 +70.0 +70.0 +70.0 +68.0 +70.0 -70.0 -70.0 -70.0 -88.0 -70.0 +70.0 +70.0 +68.8 +68.7 +70.0 -70.0 -70.0 -88.8 -88.7 -70.0 +70.0 +70.0 +67.6 +85.5 +70.0 -70.0 -70.0 -67.8 -65.5 -70.0 CUSTOM V EW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION] BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS TABLE 3 WIDTH 1 GLASS TYPE 53 118" I D,E,F,J,K,L WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 78" FLANGED AND 75" INTEGRAL RN) 171/8" I 221 I . /16" I 28 116" I 33 314" 39 5x16" 1 4413116" _1 60 318" I 5515/18" i -BO.o +80.0 -e00 +eo.o -SO.o +80.0 -e0.0 +70.0 ; ao.o ` +70.0 ; 70.0 +70.0 70.0 +7a0 70. +80.0 0 FTL- 4647,4648,4723,4957 F'L- 4847, 4848 F11-4847, 4648 FTL -4845, 4885 FTL -4845 FTL -4845 FTL- 4846 4723 FTL -4846 FIL -4848 FTL-4649, 4850 FTL4649, 4650, 4958 FTL-4848, 4650 FTL-5083 I . 13/16" LAMI IG - 1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"HS,.090,1 /8"HS) J. 13/16" LAIN IG - 1/8%1S, AIR SPACE, 7/16" LAMI - (3/18"A,.090, 3/18"A) K. 13/16" LAM( IG - 1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090, 3/16116) L 13/18" LAMI IG - 1 /8"HS, AIR SPACE, 7/18" LAMI - (3/16"1-1S,.090, 3/181HS) M. 13/16" LAMI IG - 1/8"A, AIR SPACE, 5/18" LAMI - (118"A,.000, 1/8"A)A NOTES: 1. WINDOWS WITH THE LOI/•SILL • OPTION Pi Uau i 4 )1%) A''OOITIVE DESIGN PRESSURE OF +84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECIED. • : • • • • • • • • 2. FOR INTEGRAL FIN WINSOW DNDN 4 PRe URF THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP-TO-TIP TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS / Y2 5I$ TO 38" MAXIMUM.® +80.0 +80.0 +77. +75.4 +80.0 -80.0 -80.0 -77.3 -75.4 -80.0 _ +80.0 +79.0 +75.9 +74.0 +80.0 -80.0 -79.0 -75.9 -74.0 -80.0 TABLE 4. "O" MEETING RAIL I a + " O " MEETING RAIL "X" MEETING RAIL Off/ S�J�.SH MINUS SASH HT. sH DESIGN PRESSURES ALUM. SINGLE HUNG WINDOW, IMPACT 31080 liadt NTS 3 • 11 �� 4040.20 8 r7V Robert L Clark, P.E PE 839712 Structural ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• Si VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL HIGH SILL A 341/2° 34 3/16° B 41 5/8° 41 1/4° C 41 1/4" 40 7/8" D 52 5/8° 5211/16° E 521/4" 52 5/16° SASH LOW HIGH DETAIL SILL SILL A 341/2° 34 3/16° B 277/16° 271/8" C 277/16' 271/8° D 163/8" 153/4" E 16 3/8" 153/4° TABLE 5. F SEE DLO TA� F SEE DLO TABLE (MAX.) r SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX VENT DLO (ALL) DETAIL A 1/1 B O X B DETAIL D VIEW (CUSTOM SASH) 631/8' MAX. RANGED WIDTH 52 1/8' MAX. I.F. WIDTH 1 76" FLANGED HEIGHT I A SEE DLO TABLE SEE DLO TABLE t O X j f SEE DLO TABLE A DETAIL B VIEW (STANDARD SASH) E +1 I 75" MAX. I.F. HEI HT SEE DLO I A I TABLE DETAIL E RADIUS TOP (CUSTOM SASH) 20' SASH HEIGHT NOTES: • •• ••• • • • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZON WgTI EtT/LS! • • • 2. SEE SHEET 7 FOR CORNER DETAIL��/1I1EWS.• • • • • • • 3. SEE SHEETS 8 THROUGH 11 FOit4WC14GE1 Ik RI/1AT4ON • 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B C)DARI OASED ON A THREE OVER TWO FORMAT. 76' I.F. HEI HT SEE DLO ® TABLE 76' MAX FLANGED HE HT SL SEE DLO NO 4 TABLE 78" MAX FLANGED HEI HT DETAIL C RADIUS TOP (STANDARD SASH) 75' I.F. HE HT ® MAX FLANGED HEI HT O( 20/I F.I • ••• ••. PBX F.K FJC 11113/06 124/06 9/555 Raffia= lieffelow A J.J. A D D I N T AL P I N 1TF.) V E R 8 1 � 1 4 C N G . = 4 O 7 E 8 . A 1 5 1 2 • • • • • NOL77H$SMEET • • :, • • • • • • • • • • 2.5507 • • • • are 1070 TECHNOLOGY DRIVE • NO OMIS. FL 9076 P.O. BQX 1442 • NOIWW8, FL 342:f4 P3GT Vidhb ELEVATIONS me ALUM. SINGLE HUNG WINDOW, IMPACT awe Slekalfactit 611700 NTS I 4 d 11 I 4040 -20 B Robert L Clark, P.E. PE 019712 Structural ••• • • • • • • ••• • • • • • ••• • • • • • •• • • • • • • • • • ••• • • • ••• •• •• • 49 5/8" MAX. FIXED I DLO (ALL) j j F SEE DLO TA� F SEE DLO TABLE (MAX.) r SEE DLO TABLE SEE DLO TABLE 48 1/4" MAX VENT DLO (ALL) DETAIL A 1/1 B O X B DETAIL D VIEW (CUSTOM SASH) 631/8' MAX. RANGED WIDTH 52 1/8' MAX. I.F. WIDTH 1 76" FLANGED HEIGHT I A SEE DLO TABLE SEE DLO TABLE t O X j f SEE DLO TABLE A DETAIL B VIEW (STANDARD SASH) E +1 I 75" MAX. I.F. HEI HT SEE DLO I A I TABLE DETAIL E RADIUS TOP (CUSTOM SASH) 20' SASH HEIGHT NOTES: • •• ••• • • • • 1. SEE SHEET 5 FOR VERTICAL AND HORIZON WgTI EtT/LS! • • • 2. SEE SHEET 7 FOR CORNER DETAIL��/1I1EWS.• • • • • • • 3. SEE SHEETS 8 THROUGH 11 FOit4WC14GE1 Ik RI/1AT4ON • 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B C)DARI OASED ON A THREE OVER TWO FORMAT. 76' I.F. HEI HT SEE DLO ® TABLE 76' MAX FLANGED HE HT SL SEE DLO NO 4 TABLE 78" MAX FLANGED HEI HT DETAIL C RADIUS TOP (STANDARD SASH) 75' I.F. HE HT ® MAX FLANGED HEI HT O( 20/I F.I • ••• ••. PBX F.K FJC 11113/06 124/06 9/555 Raffia= lieffelow A J.J. A D D I N T AL P I N 1TF.) V E R 8 1 � 1 4 C N G . = 4 O 7 E 8 . A 1 5 1 2 • • • • • NOL77H$SMEET • • :, • • • • • • • • • • 2.5507 • • • • are 1070 TECHNOLOGY DRIVE • NO OMIS. FL 9076 P.O. BQX 1442 • NOIWW8, FL 342:f4 P3GT Vidhb ELEVATIONS me ALUM. SINGLE HUNG WINDOW, IMPACT awe Slekalfactit 611700 NTS I 4 d 11 I 4040 -20 B Robert L Clark, P.E. PE 019712 Structural ••• • • • • • • ••• • • • • • ••• • • • • • •• • • • • • • • • • ••• • • • ••• •• •• • 7, 8 OR 17 2. HIGH SI LL MAX. FIXED LITE DAYLIGHT OPENING MAX WIDTH SECTION A-A INTEGRAL FIN (I.F.) FRAME SECTIONS LOW SILL HEAD OUTSIDE MAX HEIGHT MAX FIXED UTE DAYLIGHT OPENING OUTSIDE MAX VENT DAYLIGHT OPENING INSIDE SEE NOTE ABOVE (OUTSIDE 2.330' (LOW SILL) • • • © 0 • • TrA LCS • •o • ' • • • • SECTIO B • • • • :el • • • • (LOW SILL SHOWN) HIGH SILL NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) 8° FROM EACH SIDE OF SASH. INSIDE MAX VENT DAYLIGHT OPENING ALTERNATE HIGH SILL 2.948' (HIGH SILL) ULTRAUFT ONLY JAMB 2.710° I.F. FRAME OUTSIDE I 0 L 0 MP T E 0 INSIDE OUTSIDE/ SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED VERSION) NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15,1) 2.710" PRODUCT REVISED at complying withtballoride Robnegcaa. A*ow Ode 20/I 000 H0 F.K F.K FJC Ads 11/13100 Dar 1/14/08 8/105 Reolabror 9•rQr B A Choi ad Bda JJ. • • ADD LRI9Ea 10lls eta MPO • NOCH.wafl7U r • • • • • • • •• • • • • • 43070 TECHNOLOGY DRIVE • NOKOMIS, FL 34279 • PA.BOX1523 = NORCMIB. FL 34214 SECTIONS ALUM. SINGLE HUNG WINDOW, IMPACT SI(100 Half I S d 11 osat rrr 4040 -20 Robert L Clerk, P.E. PE 89.9712 Sbuoturel • • • a • • • • ••• • • • • • • • • • • • • •• • • • • ••• • i • • •s • ••• •i• •• ITEM 1 2 3 5 6 7 8 9 10 11 12 13 15 16 17 18 19 21 23 25 26 27 28 30 31 34 35 36 37 38 41 42 44 45 46 47 48 49 50 52 53 54 55 56 57 58 59 DWG.# 4002A 1155 4003C 1626 4004 4025 4025 4029 1080 1085/1086 1080 -1 4053 4029 -1 4054C 4006C 1235 1086 1018 4007 1226 4008 1288 1622 1052 1224 1225 4039B 40448 4222A 985C 4067 4071A 4072A 4073A 40748 4009 1088 2740 1014 1630 1631 1073 1824 DESCRIPTION FLANGE FRAME HEAD #8 X1.000 QUAD PN. SMS FLANGE FRAME SILL (LOW SILL) ADHESIVE OPEN CELL FOAM PAD FLANGE FRAME JAMB SASH STOP SASH STOP (EGRESS) 1.125 LONG SPIRAL BALANCE. 3/8 ", 5/8", OR 11/16" BALANCE COVER, 3/8" OR 5/8" #8 X.750 PH. PN. SMS BALANCE BOTTOM BRACKET SASH TOP GUIDE #8 X1 PHILLIPS FLAT HEAD S. STL BALANCE COVER, 11/18" SASH STOP COVER SASH BRACKET #8-32 X1/2" LG. PH. FH. TYPE F S. STL FIXED MEETING RAIL SASH TOP RAIL WSTP.,.170 X.270 BACK, FIN SEAL SWEEP LATCH #8 X .625 PH. FL. SMS SASH BOTTOM RAIL (LOW SILL) WSTP., BULB VINYL SASH SIDE RAIL SASH FACE GUIDE LAM SETTING BLOCK 3/32" X25/64" X 1° LAM IG SETTING BLOCK 1 "X 314" X1/18" VINYL GLAZ. BEAD BULB (THICK) VINYL GLAZ. BEAD BULB (THIN) GLAZING BEAD, 5/16 LAM GLASS. GLAZING BEAD, 5/16 LAM W/GRILL KIT GLAZING BEAD, 7 /16° LAM GLAZING BEAD, 7/16" LAM W/GRILL KIT GLAZING BEAD, 13/16" LAM I.G. FRAME, I.F. HEAD FRAME, I.F. LOW SILL FRAME, I.F. HIGH SILL FRAME, I.F. JAMB SILL LATCH (EGRESS) (LOW SILL) SPRING, SILL LATCH (EGRESS) SILL LATCH (EGRESS) (HIGH SILL) SCREEN FRAME (HOR. 8 VER.) SCREEN CORNER KEY WRINGS • • PGr# 612225 781PQA 612226 7PAD1826 612227 612244 612244 6BALCVR918 7834M 7BALTBKT 42504 78X1FPAX 6BALCVR670 64053 7ULBRKT 7832X12FPFX 64054C 64008 675160 71098 7858 612230 6TP249 812231 42501 71622K 71052K 6TP247W,K 6TP248K 640398 844703 64222 6985 64087 64071 64072 84073 84074 764008 7SPRNG 62740 61014 71630 SCREEN CORNEA RENIAT Uar R14IGa • • F - 71631 SCREEN SPRING • • , • • • • = 7CASP SCREEN SPLINE -. ;36 DIAf)At • • • • • • • 61624K • • • • • ••• •• • • • •• • A A A A A A A ITEM 60 61 63 64 67 68 69 70 80 81 82 83 84 85 87 88 89 90 91 92 DWG.# 1635 505 1161 4051A 4050A DESCRIPTION SCREEN SPLINE -.135 DIA HARD SCREEN CLOTH GLAZING CHANNEL (.688 X.500) #6 X1.000 PH. BUGLE TEK GLAZING TAPE, 1/16 X 1a- 7 /16 LAM SASH BOTTOM RAIL (HIGH SILL) FLANGE FRAME SILL (HIGH SILL) SILICONE, DOW 899, 995 OR EQUIV. POW 61635K 81816 8533402 706X1 82BV1510 64051 64050 A GLASS 5/16" LAM, (1/8"A.090 PVB,1/8"A) B. GLASS, 5/18" LAW, (1/8"4,.090 PVB,1/8"HS) C. GLASS, 5/18° LAMA, (1J81HS,.090 PV8,1/8"HS) D. GLASS, 7 /16° LAM, (1/8"A,.090 PVB,1/8"A) E. GLASS, 7 /18" LAM, (1/8°A.090 PVB,1/8"HS) F. GLASS, 7 /16" LAM (1181/15,.090 PV11,1/81HS) G. GLASS, 13/18" LAM IG;1B"HS, AIR SPACE, 5/16" LAM, (1/8"A,.090 PV6,1/8°A) H. GLASS, 13/16° LAM IG;1/811S, AIR SPACE, 5 /16" LAM, (1/8"A,.090 PVB,1/8"HS) I. GLASS, 13/16" LAM IG;1/8"HS, AIR SPACE, 5/18° LAM, (1B"HS,.090 PVB,1/8"HS) J. GLASS, 13/16" LAM IG;1/811S, AIR SPACE, 7/16° LAM, (3/18"A,.090 PVB,3/18 A) K. GLASS, 13/16" LAM 10;1B1HS, AIR SPACE, 7/16" LAM, (3/16'A,.090 PV8,3/16"HS) L. GLASS, 13/16° LAM 10;1B"HS, AIR SPACE, 7/16" LAM, (3/18"HS,.090 PVB,3/16"HS) M. GLASS, 13/16" LAM IC; 1/8"A, AIR SPACE, 5/16" LAM, (1/8"A,.090 PVB,1/8"A) 2.784 1. 6 FRAME, I.F. HEAD ® #4071A, 6063-T6 FRAME, .F. LOW SILL #4072A, 6063-T8 2.374 FRAME, I.F. JAMB 49 FRAME, .F. HIGH SILL A ' ) #4074B, 6063 -T6 ® #4073A, 6063 -T6 (USED AS RADIUS TOP HEAD) A PRODUCT REVISED es emptying wkrMev M. Soikez Cade AtcePtosto No • OA / Date _ .r')A7b a 2011 LA ..... .,i.:_ Rossetti: FJC FJC Ode 1111306 1/24108 Dimosp FJC Dec 97/05 NMEres Rrallsee B A Olef.l • J1 • • ••• ADD 11194 7.9813 • • Noal&nesS fEE • • •. • • • • • • • ?/23817 • • • om 1070 TECHNOLOGY DRIVE • NOKOMIS. FL 84278 • • P.D.DQX 161/1 • NOKOMIS, x34274 PAGT VLIi* &tear PARTS LIST mt ALUM. SINGLE HUNG WINDOW, IMPACT SH700 NTS B d 11 I �� 4040 -20 I B Robert L Clam, P.E. PE 639712 Shuotmai •• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • •• • • • • • •• • • •• • • ••• • • 1.363 O FLANGE FRAME HEAD #4002A, 606346 1749 --► .082 .082 2.710 O FLANGE FRAME JAMB #4004, 6083-T5 (USED AS RADIUS TOP HEAD) 155 FIXED MEETING RAIL #4054A,6083HD -T6® F. 1/74/08 A nsnBT ade oe.dmd ax Ode • I • • FIG W555 J.J. 2/7367 2.830 L N 2.784 - O FLANGE FRAME SILL (Low) #40036.8063 -T6 J1 _ i( � k-1.451.-11 O SASH STOP #4025, 606345 2279 -j n T 1.707 .062 23 SASH TOP RAIL #4008C,6063HS -T6 RaodELW •de • S. • • • • • .062 2.948 • is .. • • F.-2.784 • • s •• • • • * S • O FLANGE FRAME SILL THIGH! • • • 68 • 9A •B #4d� O QM RAIL (HIGH) 69 #4050A, 608346 �b83 T5 S� 2.330 I I-"-1 .613-.-I .738 040 O SASH STOP COVER 17 A53, 6083 -T5 28 SASH BOTTOM RAIL (LOW) #4007.6063 -T5 2.638 1070 TECHNOLOGY ERNE • , PL34275 • P.O. 139X 1829 ▪ NO3 W8, R. UM Pc [ Vi thly &et. r ® I.F. FRAME SEALANT ALONG ENTIRE JOINT 7414 ° 6 or 50 6 or 50 SEALANT OR GASKET AT HEAD AND SILL VIEW D -D VIEW E -E (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION WELD ALONG SCREW BOSS (2) + I 1.165 31 SASH SIDE RAIL #4008,6083 -T5 .050 .678 1.09- I—I T O GLAZING BEAD 7/16" #4222, 8063 -T5 -4 050 - 1.115- � 45 GLAZING BEAD, 7/16" #9850,6063 -T5 (USED WI GRILL KIT) 811700 .678 1.098-- l -"-- -I 41 GLAZING BEAD, 5/16" #4039B,6063 -T5 EXTRUSIONS & FRAME CORNER DETAIL ri ALUM. SINGLE HUNG WINDOW, IMPACT Half .050 1.098 4—I GLAZING BEAD, 5/16" #40448, 6083-T5 (USED W/ GRILL KIT) 050 GLAZING BEAD, 13/16" IG #4067, 6063-T5 .097 707 d 11 Im.aPw -20 aB me Robert L. park, P.E. PE 039712 Structural • •• • • • • • ••• • • • •• •• • • ••• • • • • ••• • • • • • •• •• • ••• • • ANCHOR SUBSTRATE: ANCHOR QUANTITIES . FOR 1H FLANGED WINDOWS TABLE 5. WINDOW HEIGHT 28.603 34.603 40.603 46.603 52.603 58.603 64.603 I 76.000 TYPE: aooM l .£`z ONOO Z I ONOO L aOOM £'Z ONOO Z ONOO I aoo i e'z ONOO Z ONOO L aooM E'Z ONOO Z ONOO L OOOM E'Z ONOO Z ONO3 L OOOM £'z ONOO Z ONOO I MOM! e'z ONOO Z ONOO I l GOOMI ONOO I Z ONOO I L WINDOW WIDTH GLASS TYPE 18.125 C,D,E,F,G, H,LJ,K,L 1 1 2 1 1 1 1 1 1 1 1 1 2 1.1 1 1.2 1 2,2 1 1 2 1 2 2 1 2 2 1 2 2 1 2,2 1 2 2 1 2 2 1 2,2 1 2.2 1 2;2 1 2 2 1 2.2 1 2.2 1 2 2 1 2 3 1 2 2 1 3,3 A B,M 1 1211111211122212222 1 1 1 1 1 1 1 1 1 .22222222222222222222222232233 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 C,D,E,F,G, H, L J, K L 1 1 2 1 1 1 1 1 2 1 1 1 2 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2• 2 1 2 3 1 3 3 1 2 2 1 3 3 A B,M 1 1 2 1 1 1 1 1 2 1 1 1 2 1 2 1 1 2 1 2 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 3 1 2 2 1 2 2 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 32000 C,D,E,F,G, H 1 1 21 1 222231222231 1 1 1 1 1 1 2232322232322233322333.432 1 1 1 1 1 1 1 2 1 1 2 1 1 33343344 2 1 1 A B,M 1 1 2 1 1 2 1 2.2 1 1 2 3 1 2 1 2 2 1 2 3 1 1,2 1 2.3 1 2 3 1 2 2 1 2 3 1 2 3 1 2 2 1 2 3 1 3 3 1 2 2 1 3 3 1 3.4 1 3,2 1 3 3 1 3 4 1 3 3 1 4.4 37.000 C,D,E,F,G, H,LJ,K,L 1 2 2 1 1 2 1 2 2 1 1 2 3 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 AB,M 1 2 2 1 1 2 1 2 2 1 1 2 3 1 2 1 2 3 2 2 3 1 2 2 1 2 3 2 2 3 1 2 2 2 2 3 2 2 3 1 2 3 2 2 3 2 3 4 1 2 3 2 3 3 2 3 4 1 3 3 2 3 4 2 3 5 1 3 3 2 4 4 40.000 PSF 79 C,D,E,F,G, H,LJ,K,L 2 2 2222322232322232323232423333423343 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 53334453344 2 2 2 2 2 2121 ABM 2 2 1 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2.3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 2 4 5 2 3 3 2 4 4 212 44.000 PSF 79 C,D,E,F,G, H,LJ,K,L 2 2 2.2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3 , 3 2 3 4 2 4 5 2 3 4 2 4 5 212 A B,M 2 2 2.2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 3, 3 2 3 4 2 4 5 2 3 4 2 4 5 212 48.000 PSF 79 79 C,D,E,F,G, H,LJ,K,L 2 2 2 2 2 2 2 3 2 2; 2 2 2 3 2 3 4 2 2 3 2 3; 3 2 3 4 2 2 3 2 3 4 2 3 4 2 2 3 2 3 4 2 3 5 2 3 3 2 3 4 3 3 5 2 3 3 2 4 5 3 4 6 2 3 4 2 5 5 2 2 212 AB,M 2 2 2 2 2 .22.33423333423343423343.53 2 2 2 2 2 2 2 2 2 2 2 2 '33;435334546345.5 2 3 2 2 3 2 2 2 2 2222232 53.125 PSF 72 79. V • • _ C,D,E,F,G, H,LJ,K,L 2 22 1 2 2 2 :2 2 :2 n; e t 2:3 eo ofD' NI la ;2 e V 3 4 3 4 2 2 3 2 3 4 3 3 4 2 3 3 2 3 4 3 3 5 2 3 3 2 4 4 3 4 6 2 3 ; 4 3 4 5 3 4 8 2 3 4 3 5 6 212 2 AB,M 2 2 2 2 X 4 2 •1• 2 2 2 •8 2 3 a"9 3 4 2 2 3 3.4 3 4 2 2 3 2 3 4 3 3.4 2 3.3 2 3 4 3 3 5 2 3 3 2 4 4 3 4,5 2 3;3 2 4.5 3 4 6 2 3 4 3 4 5 2 2 212 213 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4' ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE ® 3 -912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS. HEAD - 18 112' MAX. FROM TOP CORNERS JAMBS - 171/2' MAX. FROM TOP CORNERS 15' MAX. FROM BOTTOM CORNERS 8' MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 118 2 213 1 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 3 Dasdes as• 7JC 11/1398 wades cad FJC 12406 aaaes ads FJC 72898 wB Raft= A ca.dvdes J.J. • • • 1070 TECHNOLOGY DRIVE WHEW ANGORA IS 811Bf� • 1 , FL 34://6 • • • • • • P.O. BOX ISIS NOIWI�, FL 3{274 NO I'71119 SKEET • • ?2597 I • • • •• • • • •• • Pc ,T Vtr16ly & — ANCHORAGE SPACING, 1/1 WINDOWS aw ALUM. SINGLE HUNG WINDOW, IMPACT LIMmalkdet WOO I NTS 1 8 a 11 I �� 4040 -20 1 Robert L Calk. P.E. PE 039712 Sbucb•al ••• • • • • • • • • • ••• • • • • • • • • • • • ••• •• • • • • • •• •• • • • ••• • • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE:` 29.655 37.155 44.655 52.155 59.655 67.155 74.655 1 76.000 ANCHOR TYPE...-- WINDOW GLASS DO E'Z NO NO DO E'Z NO NO DO E'Z NO NO DO E`Z NO NO DO E'Z NO NO DO E'Z NO' MO DOS E`Z NO NO DO Et NO 1 NO WIDTH TYPE C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19'125 H,I,J,K,L 1 1 1 1 1 1 2 2 2 1 2 2 2 2 2.1 2 2 2 2 2 2 2 2 2 2 2 2 2i2 2 2 2 2 2 2 3 2 2 2 3:2 3 2 2 2 3 2 A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11111122212222212 .2222.22i22122222222 :222322.232322232 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,I,J,K,L 71 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2.2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 &8 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 12211222. 22222222 ;22222223232223.2322232322232 PSF 88 77 C, D, E, F, G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 32400 H,I,J,KL 111 1 1 111 2 2 2 2 2 2 2 3 2.2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 3 3 2 4 3 4 3 3 2 4 3 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 11111111222222232: 22233223333323 ; 3332233433243433243 PSF 59 67 79 C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.00D H,I,J,KL 111 1 1 111 212 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 A,B 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1111111 1212222223222. 33322333333433332334332434 . 43243 PSF 54 79 62 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 111 1111;1 212222,22322333 32.233433343333343443343443353 A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 111 111 111 212 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 4 3 3 3 4 3 3 3 3 3 4.3 4 4 3 3 4 3 4 4 3 3 5 3 PSF 49 79 56 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 111 1 1 1 1 1 1 212 2 2 212 3 3 2 2 3 3 3;4 2 3 3 3 4 4 3 3 4 3 4 4 3: 3 4 3 4 4 3 3 4 3 4 4 3 3 5 4 ABM 2 2 2 2 2 _ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 111 1 1 2 1 2 2 212 3 3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 4 3 4 4 3 3 5 . 4 PSF 45 74 51 74 79 79 ,.',G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 48.000 HAJ,K,L 111 17 2F 2 2 ill 3 2 2 3 3 3 4 3 3 3 3 4 4 3 3 4 4 4 3 3 4 4 4 4 4 3 5 4 4.4 4 3 5 4 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 AB,M 111 111 111 212 2 2 212 313 2 2 3.3 3 4 3.3 3 3 4 4 3.3 4 4 4,4 3 3 4 4 4.4 4 3 5 4 4 4 4 3 5 4 PSF 41 67 • 44' 671• 4 76 76 • • C,D,E,F,G, 2 2 • 2 2 i2 .• 'a loco 1 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 53.125 H.I,J,K.L 111 11"1 1- 1 2 1 42t2113 - � • - 31, '4 4 3 3 4 4 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 5 4 3 5: 4 ABM 2 2 Z •2 St 3 Z :2 •• 3" 2 3 3 2 3 3 2 2 3 2 3 3 2 3 111 111 111212 2 : 2 212 313 3:3 3 3 4:4 3.3 4 4 4 ; 4 3 , 3 4 4 4 3,3 4,4 5 4 ; 3 5,4 5 4 4 3 5.4 DP wad Pp FJC wmec FJC • 103 Pea wwast • REVISE NCH TABL N 88. an. Arateme 11/131011 B ADD LW MU EANGYIO it l- i, Z$ rR1CTER1411 1JW A NOCh14NNE die • • •• •• • • ° ep T I • • • • •• • •• • • • • ••• • • ••• • • • • • • ••• •• •• • • ••• ••• ••• •• • 10707EC704OLOOY WIDE • NOKOId13, FL 90276 • P.O. BQX 1679 • NOXOIOB. FL 94774 P A TABLE KEY: MAX PSF (DP LMIITTED) HEAD JAMB MOVE MTG. RAIL JAMB BELOW MTG. RAIL ANCHORAGE SPACING, STANDARD VIEW ALUM. SINGLE HUNG WINDOW, IMPACT ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX ® 3 -812 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD - 18 112' MAX. FROM TOP CORNERS JAMBS - 171/2" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6" MAX. BELOW MTG. RAIL ® SILL - ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. ® 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1" LESS. ® 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 117 3 313 (FULL DP) HEAD JAMB ABOVE MTG. RAIL JAMB BELOW MTG. RAIL 2 2 2 NOW NTS 1 9 d }} 4040 B ANCHOR QUANTMES ABOVE MEETING RAL (HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE- 44.839 50.382 55.925 OOOM I £'Z IONOD Z ONOD L I0O0M' £'z °NOD; Z 3NO3 UOOM E'Z ONOD Z ONOD 0O0M £'Z ONOO ONOD (m0M £'Z ONOQ ONO° 0OcA E'Z ONOD MOO 0O0M E'Z ONO° 0NO3 0OOM £'Z ONO °I 3NO3 WINDOW WIDTH GLASS TYPE DOM Et 19.125 KL 2 I-. I-. - N Iae. N 2 IP N I� N I' N H N �- N •■ P N • N ▪ N P C7 2 2 1 U' P N ✓ C) • C) • C) 1 74 D,E,F,J, P I-- I' I� • N ✓ N e- N • N • N s N • N e- N P• tel • CO • N ▪ t+) ✓ t) e- N a - tel • V) r C) •- l) ✓ C) CO 5- P 3 XL I I� 2 I� N 1_ NI - N N C) • N a- M N M 5 C) ✓ C7 P M a- N e- C+) • PI • a • v ▪ VI - v a- CO n 37 PSF 2 1 1 2 79 2 2 3 2 3 3 2 3 3 3 3 3 3 3 XL 4 3 4 40.000 N N N N N t) �- N N N N C7 a- C) N '' N m e- • CO N in N • Cal 1 N O I N O • O '.N tD • N 't5 41314 I N b 68 PSF 78 79 79 79 2 2 1 2. L 2" — ii • K.I. N a N. r 3 4 1 3 3 N N I N C') N o) N IN at N - C) N N N C) N N 'tl' ! � Cal ! CC) N N N CO 'N N �N �I N CO 1 2 , C !3• ► 4} 3 3 PSF 70 5] 3 1 4 76 79 77 79 .•• 79 • 3 79 • •• K,L N Ia- N a- N I' I ' N IN N NI 1 2 N C+f 4 1 3 N N V N N act N CO N H N N C) N b N Cq N N Cq 'N Ct) N N CO 2 3 48.000 PSF 78 79 70 79 79 71 79 73 76 D,E,F,J, K.L N Ie- C 2 2 2 N O) N M N I C K C „ a , N a N N N N �t N CD t+) N N V N CD a) v) N St N CD O) CO N CD N CD 'I 2 53.125 PSF 71 79 63 71 79 84 74 66 77 69 69 D,K F,J, N '- N -I NH-I N 1N 1 N IN N N I I') I CO NH 1 • Io N at teie U' " I N VI t) CD 01 W N - tDI C') CD I N III � U I I ' N H t+) n ANCHOR QUANTITIES SUBSTRATE: AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE- N. 000M DN00 I Z DN0D OOOM I £'Z 3NO3 DN00 000M £'Z ON00 ON00 DOOM C'Z DNO3 3N00 000M £'Z DNO3 ONOD DOOM E'Z ON00 3NO3 OOOM £'Z DN00 MOO DOOM E'Z ONOO DN00 WINDOW WIDTH 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 2 1 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 74 212 12 2 2 2 31213 312 1 3 31313 4 1313 41314 41314 44'000 68 78 2 2 1 2. L 2" — ii • B . 1 3 1,4 3 4 1 3 3 4 3 1 4 5 1 3 1 4 5 1 3 4 48.000 2 ' 72 '19 ` QI 1, • • • 2 2 1 2 2. 2. • 3 , C !3• ► 4} 3 3 4 3 J 4 4 3 1 4 5] 3 1 4 5 3 4 53.125 i• a .•• • 3 • • 3 • •• 2 2 1 2 2 1 2 4 1 3 1 4 4 1 3 f 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 ANCHORAGE NOTES: 1. ANCHOR TYPES: 1 - 1/4' ELCO TAPCONS 2 -1/4` ELCO SS4 CRETE -FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING ® DIMENSIONS: HEAD -1812' MAX. FROM CORNERS JAMBS -17 MAX FROM TOP CORNERS 11 12' MAX ABOVE THE MEETING RAIL 8' MAX BELOW MTG. RAIL 15' MAX FROM BOTTOM CORNERS SILL - ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM A VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 5/8' MIN. TO 38' MAX �5 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR [� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) HEAD JAMB ABOVE MTG. RAIL (FULL DP) HEAD JAMB ABOVE MTG. RAIL A TABLE 8. KEY: MAX PSF (DP LWIITTED) 112 JAMB BELOW 2 MTG. RAIL (FULL DP) JAMB BELOW MTG. RAIL 112 2 n WTI .r. '� • BR ERE FblexIbp FJL 1111308 •.rte grass A Mese*. Gee FJL 1/24108 • F.K Clivabid air • • • • - • • HOCAA REMOOSHHEFT • • • •• • • • • • • • • •• • • 1070 TECHNOLOGY DRIVE NOKOMIS, R. w PA. SOX 1579 • NOICOMIS. FL STl74 Pic," VldbFy Besar ANCHORAGE SPACING, CUSTOM VIEW ALUM. SINGLE HUNG WINDOW, IMPACT Subefliblit lank J myw ise 4040-20 I Slat 10 d 11 ••• • • • • • ••• • • • • • • •• • • • • • • • • • • • • • • • • ••• • • •• • • ••• •• •• • a EXTERIOR INTERIOR (ALL HEAD AND SILL DETAIL ) ® CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE 1 (SEE NOTE 18 3) ® 2x WOOD BUCK ®(SEE NOTE 4) OPTIONAL 1x WOOD BUCK (SEE NOTE 4) 1/4° MAX SHIM f►k ■ ..,nilfo lf�nlff.,m.. IFr� � ( III 1. .131° DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5' O.C. 1 1 /4' L�1 MIN. .° 13/8°MIN., 1 /4 "TAPOON® .1314' MIN., 1/4' CRETE -FLEX CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 18, 3)® 3.35 KSI MIN. CONCRETE OR 1.5 KSI MIN. CMU 1x BUCK OPTIONAL WITH SOLID CONCRETE SUBSTRATE (SEE NOTE 4)® v c 1 III�_IfAlf � fl1lNl�lillllill'I • • • • • • •• • • •* HIM • • • D€TAIL•I ;H) •• • WOOD FRAME • • • • • • • ••• • • • • • •• SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE 1/4' MAX SHIM DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX SHIM A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 114° ELCO TAPCONS OR 1/4" SS4 CRETE - FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 °. WOOD ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR (SEE NOTE 2 8 3)® 1/4" SS4 CRETE -FLEX. 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" —3/ ® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6053 -T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPUCATIONS. FOR INTEGRAL FIN 1 3r8" ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 5. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). MAX SHIM 2x WOOD BUCK (SEE NOTE 4)® .131' DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5' O.C. DETAIL E, (JAMB) WOOD ANCHOR, FH BELOW MEETING® RAIL (SEE NOTE 2 8 3) WOOD FRAME .131° DIA. MIN. x 2 1/2" NAIL AT CORNERS AND 5' O.C. TYPICAL INTEGRAL FIN ANCHORAGE 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR DETAIL G, (SILL) tee, •• • •• r.` -. :•,. .r .,- n., . 'f $ �7?. -- �:. om,ECiu� LMW MEW FX 11/3'18 B ADD -' ra 7 ., .. f. - . W.., ;n • ADM WS. IMaMM EEC 124178 A ADD114 11RSPLATHFAD OIi&:., • •• • • P.O.80x1679 6fso Deft meld Y,R • ••.� • • NOGM%R. SUM • FX 8/1108 J.1 2123/07 • ib P i c; r ANCHORAGE DETAILS Tie ALUM. SINGLE HUNG WINDOW, IMPACT Cialsolltdst SH700 I NTS 111 d 11 �� 4040 -20 I s ••• • • • • ••• • • • • • • • • • • • e • e• • • • • • • e co • • ••• • • • • ••• • • • ••• S •• •• • • • •• •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• ® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) • • • • • • • • • • • •• • • • • • A. 5/16" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A .090 DUP(�IT 1 CIE OR S&EACF• X SAS UMIPVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1/8 PEAT S'JNGTH GLASS WD H C�JINT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER • C. 5/16' LAMI CONSISTING OF (2) UTES OF 1/8' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16' LAMI CONSISTING OF (2) UTES OF 3/16' ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HF•AJ S=REEVGTI1NED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. • • • • •• •�• •• F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN %0 DlJI T UTI CBE $R EPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5116" C S T G IgI•(2) LINES OF 1 'ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. • • • • • • • • • H. 13/16" LAMI IG: (1) UTE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516" LAMI CONSISTING OF ( 1S LItE•( 1/11 GLASS AND (1) LITE OF 118" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16 LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXJKEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16" LAMI IG: (1) UTE OF 1/8 HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. K. 13/16" LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS. AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16'ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. L. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ®M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM WE INTERLAYER 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP. ALL W/ LOW OR HIGH SILL OPTION) ® 3. DESIGN PRESSURES: (SEE TABLES. SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -02. 4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL -4645, FTL-4648, FTL-4647, FTL- 4648, FTL-4649, FTL -4650, FTL -4651, FTL-4723. FTL -4957, FTL -4958 AND FTL -5063. ANSUAFBPA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE (HVHZ). Neer,* Newdar F.K krott F.K F.K aec aa- 11/13/96 124/06 pow 9/1/ RIMecnr 1 .wa laftirsm A arwdkw,b: J.J. CHANGE NOTES 3 & 7. ADD NOTE 9. ADD GLASS TYPE M TO NOTE 1, GLAZING OPTIONS ADD F71.4723 TO NOTE 7. Doe 2/x3 1070 TECHNOLOGY DRIVE NOKOMIS. 8.34275 P.O. BOX1529 NOKOMIS. 6134274 P._.. Visibly Better Pete= GENERAL NOTES ALUM. SINGLE HUNG WINDOW, IMPACT SH700 tree" NTS at.1 > 11 a»ew 4040 -20 B NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS LIST 6 EXTRUSIONS 7 CORNER DETAIL 7 ANCHORAGE 8 -11 PRODUCT REVISED as campiy{ag with tk Pkwids Raiding Cade Aeeeptaace Ns i - 03 .02x apLstba Date _►f7JIti r tot/ z./i... . 4 /7 Robert L. CIark, P.E. PE 7,39712 Structural • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Ix 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6/18' NOM. 5/16" LAMINATED GLASS -� - 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 6/18' LAMINATED AIR SPACE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS® 13/18° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/1 ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18° ANNEALED OR HEAT STRENGTHENED GLASS 7/18' LAMINATED 7/16° LAMINATED GLASS 1/2' NOM. GLASS BITE +- 3/18° ANNEALED OR HEAT STRENGTHENED GLASS + — .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/18' ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED AIR SPACE 1/8' HEAT STRENGTHENED GLASS 13/16' NOM. 13/16" LAMI IG GLASS W/ 7/16° LAMI ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/18' WITH NO CHANGE IN DESIGN PRESSURE. G ] EXTERIOR INTERIOR [> (ALL SECTIONS) lbw,* Readift FK Ormax FJC aes 1lf3Ai8 Das 1,24M) Rwakela Rafts A RISS ✓ ). ADD 11EM82 T05/113 LAM) LO. GLASS (A4A)&LAME G NOTE NO CHANGETH111 MEET X71 1070TECHNOLOGY DRIVE NOKO4p6, FL 94278 P.O. BOX 1529 NOKOMIS, FL 94274 V Thfr Bu1ar GLAZING DETAILS ALUM. SINGLE HUNG WINDOW, IMPACT sH7oo I FLdi lame a.° 2 s 11 4040 -20 I B Robed L dark, P.E. PE 038712 SWOtuaal 4 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Delta Doors Manufacturing Co. 7500 NW 69 Ave Miami, FL 33166 ELTR Donota.. CON MISSILE IMPACT RATING: Large 'Missile Impact Resistant Limitation: 1. The Doors are not rated for water infiltration resistant. 2. The frame jamb item #3 (5 "x1"x3.5" is rated to max. DP=70 psf only. ( NSw,AU 4 190 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 www.buildingcodeonline.com . ° <a8S' 0077 SCOPE: Se- 3// This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building.Gpde, including High Velocity Hurricane Zone of the Florida Building Code. • • ' .... • DESCRIPTION: Series "DHI.350" Inswing Aluminum niDoor w/wo Sidelite & Transoll!ImOact'; -.••; • • • APPROVAL DOCUMENT: Drawing NO. W06 -81, titled "Series -DH -350 Alum In- swing ice Door', sheets l through 11 of 11, prepared by Al Farooq Corporation, dated 11-22-06 and last revign Feb 1Z2a7, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Produ& Gcafrol Ap *opal' stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County &duct CI:V • Division • • • • •••• • •• • • • • • •. •• • • •••• • . •••• •• • • • . •• • 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 he 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 1 and evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0220.07 Expiration Date: April 26, 2012 Approval Date: April 26, 2007 Page I • • • ••••• • • . . • • • • • • • • • Delta Doors Manufacturing Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing NO. W06 -81, titled "Series -DH -350 Alum In -swing Entrance Door", sheets 1 through 11 of 11, prepared by Al Farooq Corporation, dated 11 -22 -06 and last revised on Feb 12, 2007, signed and sealed by Dr. Humayoun Farooq B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Water Infiltration resistant Test (Not Performed) 3) Uniform Static Air Pressure Test, Loading 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 marked -up drawings and installation diagram of aluminum Inswing entrance door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL -5047, dated 11/09/06 signed and sealed by Edmundo Largaespada, P. E. 2. Additional test reports (original in file # 04- 1123.01) 1) Air Infiltration Test, per FBC, TAS 202 -94 '2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 5) Forced Entry Test, Per FBC 2411 3.2.1 and Tip 2Q2 -94 • • • Along with marked -up drawings and installation diagram of a aluminum uuts$'ing entrance door w/ transom and outswing doors w/ sidelites & transom , prepped by • • • • Fenestration Testing Laboratory, Inc., Test Report No(s) FTL -4254, daft e06/28/04, • FTL -4306, dated 08/31/04 and FTL -4320, dated 09/15/04, all signed arid: Mled by. ' • ' • Edmundo Largaespada Chan, P.E. • C. CALCULATIONS E -1 1. Anchor verification, comparative and structural analysis, prepared t P L- Farooq Corporation, dated 02/14/07, signed and sealed by Dr. Humayoun Farooq, D. QUALITY ASSURANCE ' ' • 1. Miami Dade /Building Code Compliance Office (BCCO). • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to DuPont DeNemours for "Sentry Glass Plus ", expiring on 12/11/08. F. STATEMENTS I. Statement letter of code compliance and "No financial interest", dated 01 -10 -07 signed and sealed by Dr. Humayoun Farooq, P.E. 2. Statement letter of Lab compliance, as a part of above referenced test reports 3. Statement letter dated 03/19/07 issued by Delta Doors, clarifying legal name as "Vidco Industries DBA Delta Doors Mfg. ", signed by Melisa Martinez. OTHER 1. Test proposals # 02 -0472 dated 07 -05 -02 & #06 -0182 dated 6/7/6 issued by BCCO. 2. NOA # 04- 1123.04 for Series DH -350 Outswing Alum Entrance poor. , umu. Ishalq L Chanda, P.E. Product Control Examiner NOA No 07- 0220.07 Expiration Date: April 26, 2012 Approval Date: April 26, 2007 G. • •. •• • • • •••• • • • /2 MAX. TOTAL MTG. OF TILEENDS SUBSTRATE UPTO 78 PSF UPTO 100 PSF LEAF WIDTH 32 5/8" MAX URFACE WPUED FALSE MUNTINS MAY BE USED O C D.L. OPO. 15 1/2" MAX. 3 4 /2 MAX. FRAME WIDTH 41 3/4" MAX. ANCHORS REQD. SEE - FOR LEAF WIDTH 32 5/8" MAX URFACE WPUED FALSE MUNTINS MAY BE USED O D.L. OPO. 15 1/2" MAX. i'�. TYP. + - \� / / i4 / /�i / ii / I II is 11 I 1 - \ \ • \ \.-Iii I \ 11 \ \ 3 1/2* MAX. it W � `�� li 16 1 MAX. i 2 1/2" MAX. 0 3 1/2" MAX 4' 11 FRAME WIDTH 41 LEW WIDTH 32 D.4 15 1/2" MAX NP. DR -350 ALUM IN -SWING ENTRANCE DOOR DOORS GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. DOORS NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOMS. SEE CHARTS ON SHEETS 3 FOR DESIGN LOAD CAPACITY OF SINGLE (0/X) OR DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS. SEE CHARTS ON SHEETS 4 & 5 FOR DESIGN LOAD CAPACITY OF DOOR MULLION. USE LOWER VALUES OF DOOR MULLION CHARTS (SHEETS 4 & 5) OR DOOR CAPACITY CHARTS (SHEETS 2 OR 3). NOTES: 88 3/4" g TYPICAL ELEVATIONS THIS PRODUCT HAS BEE•DESISMD •ND•TESTS0 TO.COVPLY YIIIH THE REQUIREMENTS OF PAN FLORIDA BYILg 4G4FOI 2204 N HIGH VELOCITY HURRICANE ZONE (IMtIZ�). ♦♦"".'_t.t'.• . *� • I . • WOOD BUCKS BY OTHERS, MUST 1E IIOR D 1 iRO 1 E t TO 4 1 rNSFER LOADS TO THE STRUOII'WRE. • • • • • • • • • • ANCHORS SWILL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING GONDITIONS SOWN IN THESE %TAILS ARE NOT PART OW THIS APPROVAL • • • • • • • A L O A D D U R A T I O N A IC AL JDOWa4 ST IS 11 USEE 1t� DEIGt:OF ANCHORS INTO WOO • • • • • • • • MATERIALS INCLUDING SLIT ROAMED TO S SCREWSAiAT COI INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 3 -1/2" MAX. ANCHORS AT TRANSOM ENDS REOD. AT DOUBLE DOORS ONLY (8) FOR WOOD INSTALLATIONS (4) FOR CONC. INSTALLATIONS a U 15 1/2" MAX TYP. \ 86 3/4" FRAME WIDTH 82" D.L. OPG. i / / 32 1/8" MAX D.L OPO. 41 3/4" MAX. LEAF WIDTH to Applowed es 8at/iu6C V.: I®1e *WK. S.1e MANI Dade hadac*Control i rktft 4a t. Lt4 m STRUCTURES GIN. 3 FEB 1 2 2007 (u ,u 1 1 Eg g Ong C 0 drawing no. W06 -81 ••• • • • • ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • • • • • • • ••• • • NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 SINGLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPAc1 Y - PSF LOCK STILE LOCK STYE NOMINAL DIMS. UN-REINFORCED REINFORCED b2 10 42 8070 108 78.0' 100.0 DOUBLE ENTRANCE DOORS W/0 TRANSOM DESIGN LOAD CAPACITY - PS/ LOCK STILE LOCK STILE NOMINAL DIMS. ON -�iFO REINFORCED 0800. 50111 0008 mow D1R. ( +) 00. ( +) 80408 off. ( NM. (- 84 TO .4 80 0 108 75.0 100.0 • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • SINGLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PBF NOMINAL DIMS. WCK STILE UN -REI NPORCED LOCK STILE REINFORCED OPN9. VIETH IN S RENT INCHES TRANSOM NE10111 INCHES ER. 1 + Rif. ( ) EXT 1 + C 32 TO 42 80 TO 108 6 TO 40 75.0 100.0 17 2 ( O/ ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 • • • • • • • • •• • • . . • DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN WAD CAPACITY - PSF NOMINAL DIMS. INCHES 72 78 84 72 78 84 72 78 • • • S. • •54• • • • . .. DOOR Hew eons 80 84 90 • • • • • • • •• • • • • TRA/53061 HEW INCHES 12 18 24 30 38 40 12 18 24 30 38 40 12 18 24 30 38 40 12 18 24 30 39 12 18 24 30 35 12 18 24 30 38 12 18 24 30 12 18 24 • •• • 62 • •8 • Z • • IMP LOCK STILE UN- REINFORCED f +3 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.6 70.8 75.0 75.0 78.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 71.2 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.1 LOCK STILE REINFORCED cog. f +3 100.0 100.0 100.0 100.0 100.0 98.2 100.0 100.0 98.3 92.0 86.3 82.8 97.5 90.5 84.2 78.6 73.8 70.6 100.0 100.0 100.0 100.0 98.8 100.0 100.0 94.7 88.7 83.4 93.5 86.9 81.1 75.9 71.2 100.0 100.0 100.0 99.7 100.0 95.7 89.7 84.3 88.0 82.1 76.8 72.1 • • •• • . • • • • • • • • . • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • •• • • •• • • • •• • • DOUBLE ENTRANCE DOORS WITH TRANSOM DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. 72 78 84 72 78 84 72 78 84 DCOR HEIGHT NCI 98 102 108 TRANSOM 12 18 24 12 18 24 12 18 24 12 18 12 18 12 18 12 12 12 LOCK STILE 11N-REINFORCED . E - 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 73.0 75.0 75.0 78.0 75.0 75.0 73.9 75.0 75.0 74.8 LOCK STILE REINFORCED M. +3 100.0 100.0 100.0 98.7 • 90.6 85.2 83.1 77.8 73.0 100.0 100.0 91.6 88.1 78.7 73.9 100.0 87.0 74.8 11 1_0...Th is DN. HUNA PAR000 STRUCTURES � �� E$ 1' 2 2007 Apprev cw as ottatol So uce c411 fo p a "IV Oa 0 m V " drawing no. W06 -81 (sheet 3 of 11) DOOR MULLION WAD CAPACMY -PSF DOOR MULLION LOAD CAPACITY-PER TOTAL No. oF Akr340119 V coMP- AIVL�W06 -8100 RID78 (W) INClfb3 FRAME HEIGHT INC8E8 WITHOUT REINS. ` EXT. (+ INT. ( -) LIGHT REINS. EXT. ( +) WT. ( -) MEDIUM REDW. EXT. INT. 'Y REMY. ( +) ) EIDER (W) INCHES FRAME MEET INCHES WITHOUT REIN!. EXT. ( +) NT. (-) LIGHT REIIN!. EXT. ( +) INT. ( -) HEAVY EXT. (+I INT. (- • AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (30%8204-8100 FA%. 1805) 2824878 0 8 11M111111111MOMAIMINE2111 30 33 '° 1 88818 VVVZSP,8 82 75.0 100.0 100.0 100.0 30 33 i 110 75.0 100.0 10 75.0 100.0 IMO 89.7 98.9 10 75.0 75.0 100.0 100.0 IMO Imo .0 100.0 100.0 63.9 10 114513H 3NVAU p � - -- n r - - I II I� I I 11103H 3/WW A 1 I I - - -rte 4 S' N I ``� I 1 11 J I - -._ _ _ _ _ 1 P I II I 1 I n I 59.0 889 82.0 100.0 100.0 � t L 75.0 100.0 100.0 100.0 544.9 76.1 100.0 100.0 75.0 100.0 100.0 100.0 51.1 71.1 97.2 100.0 75.0 100.0 100.0 100.0 - 58.6 91.2 100.0 75.0 100.0 100.0 100.0 - 62.7 859 900.0 75.0 100.0 100.0 100.0 - 59.2 81.0 100.0 73.0 100.0 100.0 100.0 - 58.1 76.8 97.8 74.5 95.9 100.0 100.0 - 53.3 72.9 92.7 30 33 38 39 42 45 48 51 54 57 80 75.0 100.0 100.0 100.0 36 39 42 45 48 51 "" 828nVVInSE 116 - 95.9 - 100.0 100.0 76.0 100.0 100.0 100.0 - 87.1 100.0 100.0 75.0 100.0 100.0 100.0 - 79.6 100.0 100.0 �k. 4� 75.0 100.0 10 0 - 73.7 100.0 100.0 -_-- T rn rG� •_ ■ WI 002 ��' IDH-350 ALUM IN -SWING ENTRANCE DOOR (LM.L)1 t I . DELTA DOORS 7500 N.W. 69TH AVE. MIAMI, FL 33166 Ta. (3o8) 088 -000 FAX. (305) 884 -3111 75.0 100.0 1Ow, ,00. - 689 93.7 100.0 75.0 100.0 100.0 100.0 - 639 87.4 100.0 W1 + 002 75.0 100.0 100.0 100.0 - 59.9 82.0 100.0 W 85 WIDT" (W) 0 2 + 4 78.0 100.0 100.0 100.0 - 56.4 77.2 99.1 WIDTH (W) 0 2 74.7 98.9 100.0 100.0 - 53.3 72.9 92.6 N0. OF AN FI D DOOR MUU.ION AT T FOOD as =d with C 70.8 91.8 100.0 100.0 - 50.5 69.0 87.7 - 87.2 100.0 100.0 - 479 85.6 83.4 1 �A -; t !FAA T7 8 30 33 38 39 42 45 48 81 54 57 80 92 75.0 100.0 100.0 100.0 35 39 42 45 48 51 54 57 80 120 • - 89.8 100.0 100.0 G' =1wM'.i•dt1M ID7! c.uJNIP:i•E11111111H111 �� 75.0 100.0 100.0 100.0 - - 81.4 74.7 100.0 100.0 100.0 1009 !!lOdlrct 75.0 100.0 100.0 100.0 10011.110.wd• 75.0 100.0 100.0 100.0 - 689 94.3 100.0 -- AT �R , oF ANCHORS - ,4 `� 75.0 100.0 100.0 100.0 - 64.0 87.8 100.0 LIGHT irn- _ •1' HFAW REINS. 75.0 72.8 100.0 85.3 100.0 100.0 100.0 100.0 - - 59.7 569 81.7 78.8 100.0 97.4 IIR�- -�'•� 4 Gii � i� �•, .Ta1 �1�� 10II•M11=1111 6 e I 1 O I 11 II 11 1 i Q 11 11 II q - I II I i I II t� - 52.7 72.1 91.8 • 88.5 84.7 89.7 84.7 100.0 100.0 100. 100.0 - 499 88.1 88.9 y w •�wiwt�r / / / III I I \\ 'i - 00.2 100.0 100.0 - 47.1 84.5 82.0 / " - 78.5 100.0 100.0 - 44.8 81.3 77.9 30 33 38 -. 54 60 98 75.0 100.0 100.0 100.0 769 100.0 100.0 100.0 75.0 100.0 100.0 100.0 75.0 100.0 100.0 100.0 = 71 L. NO. OF ANCHORS AT 72.7 989 100.0 100.0 '.1_D'O'O. RR �' �R• MUWON T ""� 1', 87.8 89.5 100.0 100.0 63.8 83.9 100.0 100.0 • «. • 1 i "411MIEMIIIIIME»tom MEptl. 68.8 78.0 100.0 100.0 2 3 3 4 QIIII1 - 74.8 100.0 - 100.0 © N L• 1:111111 :1011111111. - 87 2 91 100.0 [ ---- l )" 0 • ' 80 104 76.0 100.0 10 100.0 • • • 2r/VT. • • • • • • • • • � f u•• �,� 1 ,%' WIDTH WI + W2 78.0 100.0 100.0 100.0 74.8 99.4 100.0 100.0 2 Bo-u-u Ana 1 - 1I 88.8 81.7 100.0 100.0 •• • ••• •• if / '' �� 84.0 852 100.0 100.0 ■ / 0 � F Fla. K 9 16557 G 1�N 69.7 799 100.0 100.0 t j / ' 98.0 74.5 100.0 100.0 • ,� _ _ - 702 98.0 100.0 • • • _ ,_ .. . FEB 12 VD e - . . • 0006 -81 - 0 • • • P • !:I- - 998 81.8 5.6 100.0 • WITHOUT REINF, LIGHT REINF. M R E I NF, HEAVY REINF, (sheet 4 of 1 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• • ••• • • • •• • • DOOR MULLION LOAD CAPACITY - PS! NOMINAL DIMS. T DOES 90 96 102 60314 (91) 80 84 72 84 60 84 72 84 00 84 72 84 ROTH MI INCHES 48-1/4 52 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 88-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 88-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 58 -1/4 64-1/4 48-1/4 62 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 46-1/4 52-1/4 56-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 Miff RRR4F. 100.0 100.0 97.1 91.5 100.0 100.0 94.7 89.4 100.0 98. 90.3 85.4 94.3 89.1 84.4 80.1 93.3 87.8 82.4 77.8 90.6 85.1 80.2 75.9 85.6 80.7 76.3 72.4 79.1 74.8 71.1 67.6 79.8 75.0 70.8 87.0 77.4 72.9 88.9 85.3 73.0 68.9 85.3 62.1 672 63.8 60.7 57.9 5SD1RM 9057. 27: f'; 100.0 • 100.0 100.0 • 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 100.0 100.0 97.2 92.6 100.0 100.0 98.9 91.6 100.0 99.7 94.2 89.3 899 94.3 89.4 85.0 919 57.3 83.0 79.2 HEAVY R INF. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 16.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 DOOR MULLION LOAD CAPACITY - PS! NOMINAL DIMS. MANE HECHT 108 114 120 pri 6 64 72 84 60 84 72 84 60 64 72 84 TOTH (1R2) moms 48-1/4 52 -1/4 88-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 88-1/4 64-1/4 48-1/4 82 -1/4 58 -1/4 48-1/4 52 -1/4 58-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 82 -1/4 58-1/4 64-1/4 48 -1/4 52 -1/4 48-1/4 52 -1/4 88-1/4 84-1/4 48-1/4 52 -1/4 58 -1/4 84-1/4 48-1/4 52 -1/4 58-1/4 48-1/4 LIORT RENE. DO: ( 4 . 69.1 85.1 81.5 58.3 68.9 83.1 59.8 58.7 83.0 59.6 58.6 53.9 57.8 55.0 52.4 80.4 57.0 53.9 51.1 58.4 55.2 82.3 49.7 54.9 52.0 49.5 47.2 50.3 47.9 53.2 47.7 45.3 51.5 48.7 482 44.0 48.2 45.8 43.6 44.1 MEDIUM RRRRY. mff: 94.5 89.0 84.1 79.7 91.5 86.4 81.8 77.6 88.1 81.5 77.4 73.7 79.1 75.2 71.7 82.6 77.9 73.8 70.0 80.0 75.6 71.6 88.1 75.1 71.2 67.7 84.5 65.5 72.8 88.8 68.2 61.9 70.4 66.6 63.3 60.2 68.0 82.7 89.7 803 HEAVY RHO?. . f'3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 100.0 100.0 98.4 93.7 100.0 95.8 91.2 100.0 99.1 93.8 88.9 100.0 98.0 91.0 86.5 95.4 90.5 88.0 82.0 87.4 83.3 92.8 87.4 82.9 78.7 89.5 84.7 80.4 76.5 83.9 79.7 75.9 78.7 •• • • • • • • • • • • • • • • • • LIGHT REINF, MEDIUM REINF, 1 /B • • • • •� • • • • 1� • • !/ • • • '1, • • �� • •• HEAVY REINF • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• • • • • ••• • • Encr 411116:43M355 RA. 1 PE 18887 FEB I S 2007 m z drawing no. W06 -81 the V 8 11 5ot11 TOTAL NO. OF ANCHORS AT DOOR MULLION HEAD 66151$001:1010 78 PSF UPTO 100 PSF �NC 9 COMM 8 l ..3.,..-.. METAL 8 7 DOOR MULLION LOAD CAPACITY - PS! NOMINAL DIMS. T DOES 90 96 102 60314 (91) 80 84 72 84 60 84 72 84 00 84 72 84 ROTH MI INCHES 48-1/4 52 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 88-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 88-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 58 -1/4 64-1/4 48-1/4 62 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 46-1/4 52-1/4 56-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 Miff RRR4F. 100.0 100.0 97.1 91.5 100.0 100.0 94.7 89.4 100.0 98. 90.3 85.4 94.3 89.1 84.4 80.1 93.3 87.8 82.4 77.8 90.6 85.1 80.2 75.9 85.6 80.7 76.3 72.4 79.1 74.8 71.1 67.6 79.8 75.0 70.8 87.0 77.4 72.9 88.9 85.3 73.0 68.9 85.3 62.1 672 63.8 60.7 57.9 5SD1RM 9057. 27: f'; 100.0 • 100.0 100.0 • 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 100.0 100.0 97.2 92.6 100.0 100.0 98.9 91.6 100.0 99.7 94.2 89.3 899 94.3 89.4 85.0 919 57.3 83.0 79.2 HEAVY R INF. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 16.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 DOOR MULLION LOAD CAPACITY - PS! NOMINAL DIMS. MANE HECHT 108 114 120 pri 6 64 72 84 60 84 72 84 60 64 72 84 TOTH (1R2) moms 48-1/4 52 -1/4 88-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 88-1/4 64-1/4 48-1/4 82 -1/4 58 -1/4 48-1/4 52 -1/4 58-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 82 -1/4 58-1/4 64-1/4 48 -1/4 52 -1/4 48-1/4 52 -1/4 88-1/4 84-1/4 48-1/4 52 -1/4 58 -1/4 84-1/4 48-1/4 52 -1/4 58-1/4 48-1/4 LIORT RENE. DO: ( 4 . 69.1 85.1 81.5 58.3 68.9 83.1 59.8 58.7 83.0 59.6 58.6 53.9 57.8 55.0 52.4 80.4 57.0 53.9 51.1 58.4 55.2 82.3 49.7 54.9 52.0 49.5 47.2 50.3 47.9 53.2 47.7 45.3 51.5 48.7 482 44.0 48.2 45.8 43.6 44.1 MEDIUM RRRRY. mff: 94.5 89.0 84.1 79.7 91.5 86.4 81.8 77.6 88.1 81.5 77.4 73.7 79.1 75.2 71.7 82.6 77.9 73.8 70.0 80.0 75.6 71.6 88.1 75.1 71.2 67.7 84.5 65.5 72.8 88.8 68.2 61.9 70.4 66.6 63.3 60.2 68.0 82.7 89.7 803 HEAVY RHO?. . f'3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 100.0 100.0 98.4 93.7 100.0 95.8 91.2 100.0 99.1 93.8 88.9 100.0 98.0 91.0 86.5 95.4 90.5 88.0 82.0 87.4 83.3 92.8 87.4 82.9 78.7 89.5 84.7 80.4 76.5 83.9 79.7 75.9 78.7 •• • • • • • • • • • • • • • • • • LIGHT REINF, MEDIUM REINF, 1 /B • • • • •� • • • • 1� • • !/ • • • '1, • • �� • •• HEAVY REINF • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• • • • • ••• • • Encr 411116:43M355 RA. 1 PE 18887 FEB I S 2007 m z drawing no. W06 -81 the V 8 11 5ot11 N0. OF ANCHORS AT 00oR MULLION FRED LITE 7 FARIMMMEREI 8 l ..3.,..-.. 4 DOOR MULLION LOAD CAPACITY - PS! NOMINAL DIMS. T DOES 90 96 102 60314 (91) 80 84 72 84 60 84 72 84 00 84 72 84 ROTH MI INCHES 48-1/4 52 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 88-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 88-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 58 -1/4 64-1/4 48-1/4 62 -1/4 58-1/4 84-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 46-1/4 52-1/4 56-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 48-1/4 52 -1/4 58-1/4 64-1/4 Miff RRR4F. 100.0 100.0 97.1 91.5 100.0 100.0 94.7 89.4 100.0 98. 90.3 85.4 94.3 89.1 84.4 80.1 93.3 87.8 82.4 77.8 90.6 85.1 80.2 75.9 85.6 80.7 76.3 72.4 79.1 74.8 71.1 67.6 79.8 75.0 70.8 87.0 77.4 72.9 88.9 85.3 73.0 68.9 85.3 62.1 672 63.8 60.7 57.9 5SD1RM 9057. 27: f'; 100.0 • 100.0 100.0 • 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 100.0 100.0 97.2 92.6 100.0 100.0 98.9 91.6 100.0 99.7 94.2 89.3 899 94.3 89.4 85.0 919 57.3 83.0 79.2 HEAVY R INF. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 16.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 DOOR MULLION LOAD CAPACITY - PS! NOMINAL DIMS. MANE HECHT 108 114 120 pri 6 64 72 84 60 84 72 84 60 64 72 84 TOTH (1R2) moms 48-1/4 52 -1/4 88-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 52 -1/4 88-1/4 64-1/4 48-1/4 82 -1/4 58 -1/4 48-1/4 52 -1/4 58-1/4 64-1/4 46-1/4 52 -1/4 58-1/4 84-1/4 46-1/4 82 -1/4 58-1/4 64-1/4 48 -1/4 52 -1/4 48-1/4 52 -1/4 88-1/4 84-1/4 48-1/4 52 -1/4 58 -1/4 84-1/4 48-1/4 52 -1/4 58-1/4 48-1/4 LIORT RENE. DO: ( 4 . 69.1 85.1 81.5 58.3 68.9 83.1 59.8 58.7 83.0 59.6 58.6 53.9 57.8 55.0 52.4 80.4 57.0 53.9 51.1 58.4 55.2 82.3 49.7 54.9 52.0 49.5 47.2 50.3 47.9 53.2 47.7 45.3 51.5 48.7 482 44.0 48.2 45.8 43.6 44.1 MEDIUM RRRRY. mff: 94.5 89.0 84.1 79.7 91.5 86.4 81.8 77.6 88.1 81.5 77.4 73.7 79.1 75.2 71.7 82.6 77.9 73.8 70.0 80.0 75.6 71.6 88.1 75.1 71.2 67.7 84.5 65.5 72.8 88.8 68.2 61.9 70.4 66.6 63.3 60.2 68.0 82.7 89.7 803 HEAVY RHO?. . f'3 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.8 100.0 100.0 98.4 93.7 100.0 95.8 91.2 100.0 99.1 93.8 88.9 100.0 98.0 91.0 86.5 95.4 90.5 88.0 82.0 87.4 83.3 92.8 87.4 82.9 78.7 89.5 84.7 80.4 76.5 83.9 79.7 75.9 78.7 •• • • • • • • • • • • • • • • • • LIGHT REINF, MEDIUM REINF, 1 /B • • • • •� • • • • 1� • • !/ • • • '1, • • �� • •• HEAVY REINF • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • •• • • • • ••• • • Encr 411116:43M355 RA. 1 PE 18887 FEB I S 2007 m z drawing no. W06 -81 the V 8 11 5ot11 TtRAL ANCHORS SEE E EV. SPACING ••• • • • eeeee • •• • • • • • • • • • • • • • • • • • • •ALIERItATE LOCA1 ON FOR TYPICAL ANCHORS END FROM S r o.c. • •• • • • •• • • • • ifit • ••• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • • • • • • • • • • • • •• • • • • • • Acass41GLE MCC ANCHORS SEE ELEV. FOR SPACING NOTE: DOOR AND TRANSOM HEAD DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING ir_ INTO W00D STRUCTURES 2' MIN. PENETRATION INTO WOOD THRU 1BY OR 28Y WOOD BUCKS INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4° TAPCONN DIRECTLY INTO CONC. OR MASONRY 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4 TENS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1 /6 THK. MIN. (80$3 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL. ROOF' DISTANCE Approved as wiebdo INTO CONCRETE AND MASONRY = 3" MIN. Florida INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN.NOAW 1 SEJ*LAME% •y iS4a..k el.,4Ns6 FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. LEAF JOINTS SEALED WITH SILICONE. taw: i91. HUMAYOUN PALO srRuctuRcs CAN i mm- FEB 1 2 2007 I F 8 I t drawing no. W06 -81 (Wheat B of 11) Lt's It O . 2 111111 = > . I � F TWO 70 --, �' ). ' ;14 4; i c :! t � _ I 1 I E t. 6 i1 , TtRAL ANCHORS SEE E EV. SPACING ••• • • • eeeee • •• • • • • • • • • • • • • • • • • • • •ALIERItATE LOCA1 ON FOR TYPICAL ANCHORS END FROM S r o.c. • •• • • • •• • • • • ifit • ••• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • •• • • • • • •• • •• ••• • • • • • ••• • • • • • • • • • • • • • •• • • • • • • Acass41GLE MCC ANCHORS SEE ELEV. FOR SPACING NOTE: DOOR AND TRANSOM HEAD DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. WOOD BUCKS AND METAL STRUCTURES NOT BY DELTA DOORS MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL. ANCHORS: SEE ELEV. FOR SPACING ir_ INTO W00D STRUCTURES 2' MIN. PENETRATION INTO WOOD THRU 1BY OR 28Y WOOD BUCKS INTO 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4° TAPCONN DIRECTLY INTO CONC. OR MASONRY 3000 PSI MIN. CONC. OR C -90 GROUT FILLED BLOCK 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4 TENS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1 /6 THK. MIN. (80$3 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL. ROOF' DISTANCE Approved as wiebdo INTO CONCRETE AND MASONRY = 3" MIN. Florida INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN.NOAW 1 SEJ*LAME% •y iS4a..k el.,4Ns6 FRAME CORNERS, ASSEMBLY SCREWS AND HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH SEALER. LEAF JOINTS SEALED WITH SILICONE. taw: i91. HUMAYOUN PALO srRuctuRcs CAN i mm- FEB 1 2 2007 I F 8 I t drawing no. W06 -81 (Wheat B of 11) I/4' MAX. SHIM LEAF WIDTH LEAF WIDTH ACTIVE NOTE: DOOR AND TRANSOM JAMB DETAILS CAN BE INTERCHANGED FOR VARIOUS SUBSTRATES. `2) 3 /8-24 X i-1 2" AT EACH END • • • • • •• • SHE AT 24" O.O. EXTERIOR FRAME WIDTH • • • • • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • REINFORCING BAR 41 SEE SHEET 2 FOR CAPACITY D.L. OPG. IN— ACTIVE Engr DR. rotatow { Y CAN. 1/4 MAX. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING as Merida Rata r/4 24 NOA• r Dada lQ z V o t Fm a : 81 4 8 1 drawing no. W06 -81 (sheet 7 of i l •.. • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W06 -81 (sheet a of ill 2.470 4.952 --q 1.750 .094 .9131 4.039 4.989 FRAME JAMB DOOR FRAME HEAD 1.952 5.000 3.500 1 1.088 ALT. FRAME JAMB 4.437 .125 TOP RAIL 1.938 .145 BOTTOM RAIL to GLAZING ADAPTER EXTERIOR GLASS STOP (DOOR) 1.127 3.678 .158 3.811 3.876 3.798 HINGE STILE 3.481 .158 3.811 -1 O 3.798 9 LOCK STILE (IN- ACTIVE) LOCK STILE (ACTIVE INTERIOR GLASS STOP (TRANSOM) 1.191 • 3.057 .090 14) POCKET FILLER 1.458 O82 .734 13 DOOR STOP (JAMB) 4.166 12 DOOR STOP (HEAD) 1.186 4. 12 • • • S. • 4 BUMPER THRESHOLD 4.825 LOCK STILE CAP _ SHEAR BLOCK -y .875 REINFORCING CHANNEL 44 UGHT REINFORCING BAR HEAVY FEB Y' Z 2007 38) SHEAR CUP REINFORCING CHANNEL MEDIUM /HEAVY drawing na. W06 -81 ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • ••• • • TEEM p PART B READ. DESCRIPTION MATERIAL MANP. /SUPPLTER/RSMARXS 1 OLD-103 AS REOD. FRAME HEAD 8083 -T5 - 2 OLD -105 1 DOOR FRAME HEAD 6083 -TB - 3 OLD -119 2 /DOOR FRAME JAMB 8083 -TB - 3A OLD -124 2 /DOOR ALT. FRAME JAMB 8083 -T8 - 4 DLD -111 1 FRAME SILL 6083 -T5 - 5 - - - - - 6 OLD -107 1/ LEAF TOP RAIL 8083 -T5 - 7 OLD -110 1/ LEAF BOTTOM RAIL 8083 -6 - 8 OLD -114 1/ LEAF HINGE STILE 8083 -T5 - 9 OLD -115 1/ LEAF LOCK STILE (IN- ACTIVE) 8083 -6 - 10 D1.0 -116 1/ LEAF LOCK STILE (ACTIVE) 8083-T5-11 OLD -117 I CAP AT LOCKED STILE 6083 -T5 - t2 OLD -108 1 DOOR STOP AT HEAD 8083 -75 - 13 BCE -460 2/ DOOR DOOR STOP AT JAMB 8063 -T5 - 14 OLD -101 AS REDO. POCKET FILLER 8083 -T8 - 15 BCE -475 AS REOD. FLAT FILLER 8083 -T5 - 18 DID-125 AS REED. GLAZING ADAPTOR - - 17 DID -102 AS RECD. INTERIOR GLASS STOP TRANSOM 8083 -T5 - 18 DID -108 4/ LEAF EXTERIOR GLASS STOP DOOR 8083 -75 - 18 DID -100 4/ LEAF INTERIOR GLASS STOP DOOR 8083 -6 - 20 — — — — - 21 - AS REOD. GASKET - TR -53995 70 DUROMETER SILICONE 22 - AS RECD. GASKET - TR -3235E 70 DUROMETER EPOM 23 2100 AS REDO. GLAZING TAPE - - 24 GC-75 AS RECO. INTERIOR SPACER - IMPACT SYS. 25 DOW 995 AS RECD. GLAZING COMPOUND SILICONE DOW 995 28 27 - - - - - 1350 AS RECD. SETTING BLOCK - - 28 — — — — - 28 #12 X 1 -1/4' AS REDO. FRAME ASSEMBLY SCREWS - P.H. SINS 30 1/4 -24 X 3/4' AS RECD. FRAME ASSE1ISLY SCREWS - F.H. SMS 31 #12 X 3/4' AS RECD. FRAME ASSEMBLY SCREWS - H.H. MACHINE SCREWS 32 10 -24 X 1/2' 4/ LEAF DOOR STOP SCREWS - F.H. MACHINE SCREWS 33 12 -24 X 1/2' 4/ HASP HINGE INSTALLATION SCREWS - F.H. MACHINE SCREWS 34 - - - - - 35 8W -75 - BULB WEATHERSTRIPPING VINYL .375'14 X .270 T -SLOT 38 T4216 -K - PILE WITH FIN WEATHERSTRIPPING - ULTRAFAB 37 - - - - - 38 - - SHEAR CUP, 4-1/2' LONG ALUMINUM - 39 DH -4 - SHEAR BLOCK 8083 -T5 - 40 - 2 3 X 2 X 1/8' ANGLE, 1 -3/4' LONG ALUMINUM - 41 - AS REDO. REINFORCING BAR. FULL LENGIH STEEL 1 -1/2' X 1/2' 42 - 2/ LEAF FLUSH BOLT GUIDE CHANNEL ALUMINUM 3' LONG 43 - 2/ HINGE HINGE REINFORCING PLATES ALUMINUM 1 -1/2' X 1/4' X 8' LONG ♦G • • • A1i CD. REINFORCING CHANNEL (LIGHT) STET. - - : : : AS REGD. REINFORCING CHANNEL (MEDIUM /HEAW) STEEL — 46 4 • • • 0044 REED. REINFORCING BAR (MEAN() _ STEEL - LOCK SINGLE DOORS; 3 POINT LOCK SYSTEM WITH 5 PLY MORTISE HOOK LOCK AND 1/2' DIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42' FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. HINGES; 4 -1/2 X 4" TWO PIECE STEEL BUTT HINGES AT 8 FROM TOP AND BOTTOM AND 31 0.0. MAX. LOCK DOUBLE DOORS: ACTIVE IPA!: 3 POINT LOCK SYSTEM WITH 5 PLY MORTISE HOOK LOCK AND 1/2' DIA. BOLT BY REGENT. KEY OPERATED ON EXTERIOR AND THUMB TURN OPERATOR ON INTERIOR. LOCK AT 42' FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. INACTIVE I PAP 2 POINT LOCK SYSTEM WITH 1/2" OIL BOLT BY REGENT. THUMB TURN OPERATOR ON INTERIOR AT 42' FROM BOTTOM. THROW BOLTS AT TOP & BOTTOM. • • ••• • • • • • •• • • •• ••• • • • • • • • • • • • • • • • • • • • •• • • • •• •• • • • • •• • • • • • • • • ••• • • • • •• • • • • • • • • • ••• • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• •• ERA 0 Y FAT�X1 CA X538 eftwiDade BY Sh FEB Y 2 20137 35 A V 2 Q v I — OHO sheet 10of 11 op S' LONG • • •• • Engn CM. IBJMRt FARM RA P'E I3 7 FEB 122007 9 drawing no. W06 -81 3/S-20 SINE " 8 LTS #12-24 X 3/4' P H M SC 3/8 X 1 -1/2' MACHINE BOLTS ALUM PLATE 4• LONG 2 -1/2' LONG DOOR TOP CORNER /12-24 H. M SCREWS ALUM PLATE B' LONG DOOR BOTTOM CORNER O ® • • tH.M /12 -24 IA 2' • • • FRAME.E0TTOM CORNFIR. • • • • • • • • • • • • • • • • •• • • • • • • • •• • • •••• • • • • ••.• • • •• • • •• • • • • •• • • • • • • • • • .5 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • • •• • • FRAME TOP CORNER Po: - '" 4 Amaral Florida aseewYe9e fJ - �Y�b�dtpe 7oe etst !bm .P •dna .g 1.1k w. a 0 (sheet 11 of 11) MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Jeld Wen Inc. 3737 Lakeport Blvd. Kalamath Falls, OR 97601 SCOPE: 1, Door= Large and Small Missile Impact K1 0 ocot_ MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation su ° . i has been reviewed by Miami -Dade County Product Control Division aid : Yet Rules and Appeals (BORA) to be used in Miami Dade County and other areas Idlare ed the Authority Having Jurisdiction (AHJ). This°1 OA hal l rid t valid a the expiration date; - a , 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 _ t is appmved as described herein, and has been designed to comply with the Florida Building Cam, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series WE Outswing Opaque Insubted Steel Doors & w/wo Sidelites APPROVAL DOCUMENT: Drawing No. S- 2108 =01, titled "Wood Edge Opaque Str pu sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15-01 Last revised on 10/25/07, sigde'd add sea1tr p.ric S. Nielsen, P.E., bearing the Miami -Dade County Product Control Renewal stamp with !M Notice or • Acceptance number and expiration date by the Miami -Dade County Product Control Diyi�iQn. • . „ . • MISSILE IMPACT RATING: • • • • • • • •••• •••• • • .. • Shieritsma None- Approved Hurricane Protection Devices, complying wf FBC, as : ergibie are'iequired. d this NA s # r t be considered after a renewal application has been filed and There has been bu' ” g code negatively affecting the performance of this tit. • • • •' .A 'ION of thisNOA will occur after the expiration date or if there has been • r ev i sion or r ting • to the manufa cture of tthe product Of process. ` MVlisuseof 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 dorms in its mitirery 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 #1 02- 121610 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P , • NOA No 07- 0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 Page 1 • • • • • ,Teld Wen Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02. 1216.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. S - 2108 - 01, titled "Wood Edge Opaque Steel Outswing", sheets 1 through 8 of 8, prepared by PTC, LLC, dated 12 -15 -01 Last revised on 10/25/07, signed and sealed by Eric S. Nielsen, P.E. B. TESTS (Transferred from file # 02- 1216.10) Original test conducted per SFBC, PA 202 - 94, now known as FBC, TAS 202 -94 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, FBC TAS 201 -94 5) Cyclic Loading Test, per FBC TAS 203 - 94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 - 94 along with marked -up drawings and installation diagram of outswing Glazed steel door, prepared by Certified Testing Laboratories, Inc., Test Report No CTLA 697WA, dated 11/12/01, signed and sealed by Ramesh Patel, P.E. 2. Additional test report 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 ••••• • along with marked -up drawings and installation diagram of woo l dgg outswtn� glazed •. steel door, prepared by Certified Testing Laboratories, Test Repeat pa. CTI4 9,61W, • dated 10/23/01, signed and sealed by Ramesh C. Patel, P.E. • •••• •••• • • *••••'" *••••• C. CALCULATIONS 1. Anchor Verification Calculations, prepared by PTC, LLC, dated,O 20/07, §ice and • • sealed by Eric S. Nielsen, P.E. • 2. Glazing complies w/ ASTME- 1300 -02 • • •••• • . D. QUALITY ASSURANCE •.. •. • 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 0921.09 issued to ODL, Inc. for "HP Propropylene Doorlight Assembly", expiring on 1/17/11. 2. Notice of Acceptance No. 07 -0828.01, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" expiring on 7/3/12. 3. Tensile Test prepared by Internek Testing Services Inc., Project No. J99006660 -001, dated 3/30/99, tested per ASTM E84 -97a and ASTM D 1929 -91. \SL41 \ . litev4.4 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 07-0709.07 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 E -1 Jeld Wen Inc. E. MATERIAL CERTIFICATIONS (Continue) 4. Photocopy of test report 114884 -1 dated 11/24/98 for "Standard test Method for Rate of Burning of Self - Supporting Plastics in Horizontal position per ASTM D 635 -97; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density of Smoke or Decomposition of Plastics" per ASTM D 1929 -96; and test report No. 114884 -2 dated 11/24/98 for "Measuring the Density Smoke from the Burning or Decomposition of Plastics " per ASTM D 2843 -93; all the above tests reports are for DC- 1643 -05 Filled Polypropylene Fiberglass & Mica, issued by SGS U.S. Testing Co. Inc. Photocopy 4500 Hours Xenon Arch completed tensile report No. PRI00034 dated December [2, 2400, issued by PRt Asphalt Technologies to ODL for Spartech Polycom .PP5530 -C13 4500 Hours Xenon Arch exposed: samples, Tested per ASTM D 63896a, signed and sealed by Charles L. Thomas, P.E. 6. Notice of Acceptance No. 02. 0429.11, issued to Trinity Glass International, Inc. for "Trinity Lite Frame" dated 7/3/02, expiring on 7/3/07. G. OTHER NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and "No financial interest, dated 06 /21/07, signed and sealed by Eric S. Nielsen, P.E. 2. Laboratory compliance letter, as part of above referenced test report. • • 1. This NOA renews NOA # 02. 1216.10, expired on August 01, 2007. • • ••••• ••••• •••• •••• E -2 . ••• •• •• •••• • • •••• • • • •••• • • .• •• • •• • • .. •. • ‘ \ . (IAAIAC Ishaq I. Chanda, P.E. Product Control Examiner NOA NoCr/ 0709947 Expiration Date: August 01, 2012 Approval Date: November 15, 2007 • • • • • DEsof ROME PAM-WHERE WIPER oaagai= BIS NEMO WARP WE DMFSHrno M e � ) Items i� 450 psf 10 psi +60 pat -0 psi Tam X • iai • moo). • STASHES• • . • • Po i •i +47 psf - 43 psi JELDe WEN® Steel W0170 BMW OP40/019TBEL 001SW1113 MONA DOOR WIF8F /1! /dR1AJd?IIIMIPlCTSINEU 01 DIEMERALNOIES 1. 1WS PROmki IS DESIGNED TO COMM WITH THE 2004 FLORIDA BU9D9ID C SUPPLEMENTS AND HIM VAOCiTY 14111115CATE IOW 2 IX OR 2X WOOD sums BY 011aS MUST BE ARCHIVED PROPERLY TO TRADER L640S TO THE STRUCTURE MID TO BE MEWED BY 0115.60 3. PRODUCT MOM CHILL BE AS t87ED ARID FACED PER ANCHOR LOCATION DISDITMSS. AMOR EMBEDMENT TO SASE MAlEM SHALL D BEYOND WALL DREG OR STUD 4. SEE TABLE 1 ON INS SHEET FOR DETACH PREP RATINGS 5. 1M6 mow was THE 4407104 RECUAREMENIS FOR "KW ZONES, SEE Tiff 00000 PRA SNORT BELOW 6. S1DETJTES IEQUiRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. SrDEUTES AP AN OPT= MD OW BE USED IN A MOLE OR DOUBLE emtmetustennel HTNf 5991A11ID IX am.L. oar�l ONf� Face sheer 24 ga. (0.0207 minimum O+kk•se. Galvanized Steel A -525 cemented pally - AEDO per ASTM 620 with average ntithmm yield strength Fy(ave)>3.827 pd. Expended potystyreae mitt 1.0 to 1.25 ibs./d barely. by 4E10-$1014, Pit. Dear Panel Coo buetm; The actin and Wave panels we tad from 2464. (0. 020' ndm.) galmmdsed steel. The face sheet tops and bottoms are bent 90 over the top and bottom rats The top LVL rarT measures 1.87' able x f.O high. The steel bottom wog measures 1.67' wide x 1.21' high. The optional wood bottom rag measures 1.67' wide x 1.s.' high. The Wes of the face sheet are roll farmed onto Be LW latch tee and interior ea* Ponderosa M wIDrhpory tinge polystyrene. face are glued to to O poigairmm Fixed tie Ceps a The sash to constructed from 2404. pre min.) galvanized steel. The edges of the face street are bent 90' over the polpetvene core and glued to It. The siderite panels are routed to receive the Lee Thames or the optional Trinity Light Frames. (See sheet 7 for gang detak) The lite frames are wet grand on the interior and exterior. Both under separate approval. Frame Consbuctiorx The frames we constructed from Ponderosa Fine Jambs meaaahrg 1.25' wide x 4.563' deep. The door and sWete head pots we mortised and butt Joined to the aide Jambs and attached with (3 ) 1605. 2' x 7/18' am elm staples. The unite use a high dam bump face imperial threshold measuring 5.25' deep x 1.75' high or a dmdmd bump face Partdo threshold measuring 4.041' deep x 14.' high. The thresholds are attached to the frames with (3) 165.4. 5' a 7 /L5` cram who staples. E_:Il 0 qo „ ?ct >�'4.7eia� ✓..1 7r •a•� 11Ms •' t ar L liD h0 A i Q t :FP b57 �ay�4:4s .875' TM. or VAX OA PANEL HEM HT 97.5' lax. OA FRAmE HEIGHT M w • • 0.625• • • • •• • • • • TRH: • • • • • • • • • • • • .1A1 Ali Vc � x,7raa 37.75' MU. OA FRAME MOW 36' MAIL QA PAIL MOTH p0UBIF GinsWING IMPACT UNR 00Q IOEWEO FROM EX1ER70R • • •• 975' MAIL OA FRUIT HEIGHT 0.75' or MAN 0A PANEL waif 97.5 AWL 0A FWUI 1RR+HT 0.623' or AWL OA F71L HEIMIT 70.25' MAX. OA FRUIT MOTH .75 MULL BAR TYP. 36' MAX OA PANEL MOTH 0.75' 0: 107' MAX OA. FRAME WIDTH 125 .75' MIL. i BAR 1YP. Tr. 36 Ma OA W/ASMAGAL _ PAND. WIDTH 19 1 2 51 6 1 rw P e�1524 LLC 114.0 Copman1 .Me cod IloWydge. Redd* 32955 momma er rotocetwere r•. ROW 15.5' MAX. OA maim FRAME WIDTH 14' MAIL OA PMfft. WIDTH 7.125' MAX OA DLO. WIDTH 7.125' MAX OA DLO. MOTH 79.125 - MAX. OA 010. WONT PAZ F OUTSWING IMPACT 198T (Otto) W/ h�q-IMPACT S flDS VJEWFD FROM EXTERIOR 155' MAX OA SMUTS FRAME WIDTH 14' MAX. 0A PANEL WIDTH 79.125' OA HEW DLO. nor OUTSIONG IMPACT hoof (0X2[0) W/ NON - IMPACT SIDELDE0 VIEWED FROM FXIERIOR Prepared By: Arne" MI hma � P -1788 Fax 321- 690 -1789 F(241U&ICT RENEWED es complying with Me Florida MahUng Code Aaeeploaoe No 07-74. E5 rno Data � e40I, 2-O( Z A. 3lmde r ode ctControl V Mateo ' UI Pi Pio Oki; sae 11 -15-01 WAR N.T.S. sws.6n RN ow ere RW umwom Nos S- 2108 -01 steer t *FA, • • f •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • •• • • CONCRETE/ MASONRY BY OTHERS 4 7, • 12II:41Z 0 CONCRETE/ MASONRY BY OTHERS 19 e.) fp g 's • 0 la i g 1.50 0.25' EMS. MAX. SHIM 97.5" MAX. 0.A. FRAME HEIGHT JAIN. EMS. EE DETAIL ON SHEET 5 3/16 ITN TAPCON 1.75" 2.5" MIN MIN. EDGE DIST. a'r%ca SECTION 3/16 mg .7(11E11 TAPCON 1.75" MIN PANEL 1)4K MEER 1.25" 2.5" MIN. CONCRETE/ MIN. EDGE DIST. MASONRY EMS. BY OTHERS MAN VERTICAL CROSS SECTION ■g../ WITH STANDARD BUMP FACE THRESHOLD /10 WOOD SCREWS 1.50" SEE NOTE 2 ON SHEET 1 0.25 EMS. MAX. • SHIM 96.0" MAX. O.A. PANEL 0 HEIGHT .625" CONCRETE/ MASONRY BY OTHERS DETAIL 7 ON SHEET 5 SEE NOTE 6 ON SHT. 4 97.5" MAX. 04 FRAME HECHT SEE NOTE 2 ON SHT. 4 FOR OPTIONAL & 1" I.G. SEE SHEET #7 SEE NOTE 2 ON SHT. 4 SEE NOTE ON SHT. 4 .3/16' 1TW TAPCON DDETAIL. 7 ON SHEET 5 1.75" MIN. PANEL THE. 0,125" MIN. GLASS DIN. n ODER • 1.25 • 1 P.5% MII14•11 • •• • AP & O : /VI VERTICAt CROSS SECTION ‘..g../ AT SIDELITE SASH • • • • • • • • • • • • 6 • • • •• • • • • • • • • • • • • • al 21107 Edo S. Memo TWO*, P. E. No. 41323 pl. 1.1.0 1535 Comma Shoot. Sotto C25 Sooldodso. FloOdo 32955 MPH Csreibts of hdlartsatlen 52. e,13 Prepared Bs A 111 FTC. LLC Phone: 321-890-1788 Fax 321-890-1789 PRODUCT RENEWED as to.PIThsa with Mr Florida Dtddlo Dae g Code /tempt:mem No A az,07_ ,, SC farpfrattort t :444 Oak cm., Dirobtart moo 1 sate N.T.S. tama. et NEN anc. en RR CROW /404 S-2108-02 swer -2_ oF.S.- ,C) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• II • • ••• • • ) # 10 WOOD SCREWS SEE NOTE ON SHEET SEE NOTE 3 SHT. 4 SEE NOTE 3 ON . 4 1 96.0 MAX. 0.A PANEL HEIGHT • • :NCRETE/ MASONRY tTHERS • • • • • • • • • • • • • • • • • • 1 DOOR STEEL FACE x 240A. O.O2OMIN. 11. HEAD FINGER JOINTED PONDEROSA PINE WOOD H FRAME FRAME HINGE JAMB 1- . m PONDERO PI I " mi LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD H FRAME NM - - :. 1 2 ■ il •.• , ri , -.MX:. Ill lirlirEillIE ...a. ' . a L - 11-11 illa DOOR LATCH piz • Num n.,,... I J - .2 im . , I, EN= • ,i. L ,=,,, mi NIB ,..!.! • oP i..... M= i. .v_.. )....tz :. !,.. - I. 111111111114.g II NEN !.!.._• - ..kall II - WOOD ID „ I 3 4 Pat WOOD SCREW srret. LVI. IR 111011/Ef 16 NW ANCHOR WAIERY4 MN. EMBED. DY JELD-WEN 1111F.71111111 ItImaaal i HIGH DAM Di CZIELE7i!I IMIECIOWNE-1 /1111=.,..„.11.1 • ■ *. i• MAX. K. HIGH DENSITY PLAS . ' REARM Egli MI . ...0 H 1 .E girLIEWIDrool. LITE FRAME :INFT. I STEEL STEEL STEEL 24 r x 25 8 x 2 1/2" PFH WOOD SCREW 26 10 x 1" PFH WOOD SCREW 27 10 x 2 PEN WOOD 03I MULLION CAP WOOD 1 ...111 WI'M SILICONE CAULK ' -, 4 3.3 C 30 miry.) . -. 1 QED BY 001. SILICONE 31 BRAD TRIM NAIL 1. x 3 4` LONG • QUARTER "WHET SIDEUTE STOP WOOD 11 3 •,.i., 1...&..,t. FOR 1 !.... - BOTTOM RAI MDT imiL ,Ir 1 A INF - Tiiim STEEL 35 sCHLAGE OFADSOLT 8360 36 SO 4 ii....1 FACE 1..../ 4011. 0.0 0" MIN. situ ill IMPS TEMPERED GLASS 4 ‘111Etr"1.1. POLYPROP. 38 •. LITE - rITT, r r'm - 1.7- a TE Nan HP POLYPROP. THERMOFIL-PO430FM0391 MTN Lif2z....1=2 .1i4i/iiMiTirri:EiTEORMI P.T. WOOD Ir 1017=11 s7EL Ennt?-141Q1.!!/,.0.- Sair - HEAD. -"LL , JAMBS i HNTED 44 PONDEROSA PINE) WOOD 45 LITE FRAME BY 'MAW FOR I I.O.U. UNDER SEPERATE • POLYP ,.. .I irilfregairaket Li:31rULT.7;Z:9 11111FEC Eal CLASS UNDER SEPERATE NOA11111 1LT ani immE IMII EllENNa21 50 GLAZING COMPOUND DOW 1190`. SILICONE 51 #10 MOD INSTALLATION SCREW W/ 1.50" IiIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 5.3 DOOR ..1. •.,....! .i.t T mu- PIA L CONCRETE/ MASONRY BY OTHERS 4 7, • 12II:41Z 0 CONCRETE/ MASONRY BY OTHERS 19 e.) fp g 's • 0 la i g 1.50 0.25' EMS. MAX. SHIM 97.5" MAX. 0.A. FRAME HEIGHT JAIN. EMS. EE DETAIL ON SHEET 5 3/16 ITN TAPCON 1.75" 2.5" MIN MIN. EDGE DIST. a'r%ca SECTION 3/16 mg .7(11E11 TAPCON 1.75" MIN PANEL 1)4K MEER 1.25" 2.5" MIN. CONCRETE/ MIN. EDGE DIST. MASONRY EMS. BY OTHERS MAN VERTICAL CROSS SECTION ■g../ WITH STANDARD BUMP FACE THRESHOLD /10 WOOD SCREWS 1.50" SEE NOTE 2 ON SHEET 1 0.25 EMS. MAX. • SHIM 96.0" MAX. O.A. PANEL 0 HEIGHT .625" CONCRETE/ MASONRY BY OTHERS DETAIL 7 ON SHEET 5 SEE NOTE 6 ON SHT. 4 97.5" MAX. 04 FRAME HECHT SEE NOTE 2 ON SHT. 4 FOR OPTIONAL & 1" I.G. SEE SHEET #7 SEE NOTE 2 ON SHT. 4 SEE NOTE ON SHT. 4 .3/16' 1TW TAPCON DDETAIL. 7 ON SHEET 5 1.75" MIN. PANEL THE. 0,125" MIN. GLASS DIN. n ODER • 1.25 • 1 P.5% MII14•11 • •• • AP & O : /VI VERTICAt CROSS SECTION ‘..g../ AT SIDELITE SASH • • • • • • • • • • • • 6 • • • •• • • • • • • • • • • • • • al 21107 Edo S. Memo TWO*, P. E. No. 41323 pl. 1.1.0 1535 Comma Shoot. Sotto C25 Sooldodso. FloOdo 32955 MPH Csreibts of hdlartsatlen 52. e,13 Prepared Bs A 111 FTC. LLC Phone: 321-890-1788 Fax 321-890-1789 PRODUCT RENEWED as to.PIThsa with Mr Florida Dtddlo Dae g Code /tempt:mem No A az,07_ ,, SC farpfrattort t :444 Oak cm., Dirobtart moo 1 sate N.T.S. tama. et NEN anc. en RR CROW /404 S-2108-02 swer -2_ oF.S.- ,C) • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• II • • ••• • • ) # 10 WOOD SCREWS SEE NOTE ON SHEET SEE NOTE 3 SHT. 4 SEE NOTE 3 ON . 4 1 96.0 MAX. 0.A PANEL HEIGHT • • :NCRETE/ MASONRY tTHERS • • • • • • • • • • • • • • • • • • SEE NOTE 2 ON SHEET I SEE NOTE 4 ON SHT. 4 CONCRETE/ I BY OTHERS .25 MAIL 1.50' 0 � SHIM EMBED. 1.75' MN PANEL THK SEE NOTE 4 ON SHT. 4 110 WOOD SCREW SEE NOTE 1 ON SHE 4 HO IZONTA CRO SE CTION TATCH JAMB UC SEE DETAIL / • • • • • • • M THIS • � • • • • • • SHEET •• • • • _ W • • • • • • • • • • • •• • • •• • OMB ® HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK DEfE LI ASTRAGAI TO STII F ATTACFMHFNT NOTE: REM 24 NOT SHOWN DOS I4EW FOR CLARITY TOFFS fife Nem !WM*;P. E Nes 41393 1 RwkNeNhe NNW* now WE craned. et Newdz al Ra ZOO SEE NOTE 2 ON SHEET 1 SEE NOTE 7 ON SHT. 4 PRODUCT RENEWED es complying with the Florida Redding Code Acceptance No 7 —O tr Expiration Dee }40 �2oI2. CONCRETE/ INSONRY BY OTHERS Prepared Br PTA LW Ph= 321- 690 -1789 Frac 321 -880 -1789 k w1L 11- 15-01 saga N.T.S. One. en EN med. sr. RW maw ea: 5-2108-03 aF HORIZONTAL CRdOSSECTION AT IMPERIAL As 00. • • ... . • 4 • • • : • • • • • • • ••• • • • • IN • • • • • • • • • •• •• • • • •• •• u.• • • • ••• • • Q SEE NOTE 4 ONSHT.4 FOR OPTIONAL -1/2' & r LG. SEE SHEET 17 SEE NOTE 6 ON SHT. 4 0.75° r' HORIZONTAL CROSS SECTION v AT SIDEUTE TO LATCH JAMB NOTES: 1. SPACING FOR ITEM #26 THE #10 x 1' PIN SCREWS ATTACHING THE IMPERIAL.4STRAG4L TO THE INACTIVE DOOR IS AS FOLLOWS: F ROM THE TOP OOWN &THE 112thault 1.0", 2.5 4.0', 5.5",, 18.0' & 26.0 Z SPACING FOR ITEM 123 THE I8 x 1 1/2° PLASCREW IS AS FOLLOWS: I1TP & BOTTOM ONT • IY SBE PA • 10' IN FROM EACH CORNER. ON SLY FOR SnELITE IWIEi c 3.0. 13.5'• 2 36.D'„46.0, 57.5 ; 6&5 & 79.0. 3. SPACING FOR REM 131 THE 16G4 x 3/4' BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SEEM AND THE MUWON CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY 125' IN FROM EACH CORNER NTH (1) NAIL MID-SPAN SIDES VERTCALLY: 1.25 FROM EACH END it SIX MORE EQUALLY SPACED ON THE FIELD. 4. WHEN ATTACHING THE STRAIT PLATE TO THE JAMB AND BUCK USE ITEM 125, A;I8 x 2 1/2' PFH WOOD SCREW WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELJIE JAMB AT THE MULLION USE ITEM 124, A 18 x 2 PEN WOOD SCREW 5. SPACING FOR ITEM 125 THE 18 x 2 I/2` PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MUWON, IS As FOLLOWS 60" FROM EACH VERTICAL CORNER WITH (5) MORE SCREWS EQUALLY SPACED ON THE FEW, 6. THE SIDEUTE PANEL IS SECURED INTO THE SIDEEITE JAMB WI ITEM 129 SILICONE DUX ON THREE SIDES AND 3/8' QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM 127, A 110 x PFH SCREW WHEN ATTACHING THE HINGE TO THE JAMB AND SIDELFIE JAMB AT THE MUWON USE ITEM 114, A 110 x 1 3/4" PFH WOOD SCREW. & SPACING FOR ITEM 149 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: SIDEZJ1E UTEFRAME FROM TEEE TOP IOWA! YERtICEELY: 5.63 ", 14.5'• 23.25 , 32.0t: 41, 49.75' 58.56' 67.38' & 76.31". S L M TOP & B077OAL F1i0 THE LET• 313' & 6.88'. 9. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO MUWONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE /MASONRY SUBSTRATE AT SIDEUTE SILLS. CONCRETE/ MASONRY BY OTHERS • • ••• • • • • •• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• • • • • ••• • •• • • • • • • • • • • • • • • eom ®o 0.125' MIN. Prepared Ety: RTC LW P1roa• 321 - 190 - 178 Fora 321 -690-1189 04D 11 -15-01 axe N.T.S. Sac. BY: WLN am R( RW •• • • • •e ••• • • • a • ••• • �i�• • • •• • • • • • R4NET• WIK. • 110 WOOD ® SCREW � 'I NOTE 2 ON SHT. 1 1.50 MIN. EMBED. • • • • • • • • • • • .'': • • •• • • • • • • •• 025 MAX. SHIM • SEE DETAIL 4 ON SHEET 5 SEE NOTE 5 ON SHE. 4 HORIZONTAL CROSS SECTION AT SIDELITE TO HINGE' JAMS SEE NOTE .3 ON SHE 4 • SEE NOTE 2 ON SETT. 4 SEE NOTE 6 ON SHT. 4 0.75 FOR OPTIONAL 1/2' & 1' LG. SEE SHEET 17 EXTERIOR INTERIOR SEE NOTE 2 ON SHE 4 SEE NOTE 6 ON SETT. 4 FOR OPTIONAL 1/2' & 1' LG.- SEE SHEET 17 HORIZONTAL CROSS SECTION AT NON- IMPACT SIDEUTE TO BUCK (SHUTTER REQUIRED AT SIDEIITE) PRODUCT RENEWED .w.WIYiag with the Florba WWI% Code Acceptelwe d 7pg all- No —a70 4 11 o 4k1; IMMO NO. 5- 2108 -04 s1atEr _L of M 97S 1lAIL OA FRAOE HECrT 74.S IAAX. OA FRAME WIDTH - SEE DETAIL 2 ON 7H8 SHT. --1 r 1 12.125 SEE DETAIL 3 ON THIS SHT. OO E DOOR EHIL c_RIZS AIICFIR Lma11ONs VIEWED FRONt fMESDA OBILL Df1AI. 3 - 4 THRF.SHOH) AS7R4G4L STRIKE PLATE ASTRAGAL STRIKE PLATE SEE DETAIL 4 ON THIS SHT. 7 SHEET • 41 .• • • • • • ••• ;g0 ® 0 97.5" OA FRAME HEIGHT • • • • • • • •/• • h 12" I 1 6 SPACES 0 1425' 36.625" 1 • Y • • • - � �• • • • • • • -• • • - • • • • • • • • •.: - • • • • • • ! • • • • • • DErMI.4 " • • • • • • • • • L • • • • • • FINGES TD JAMB�i DOOR • S1R1KE e A1ATES TO ASTRAGAL • 4.5" 1W. — r TYP. -- 3" TYP. I SEE DETAIL 6 ON THIS SKT. 3" TP. -'-I I 3' 7YP. 70.25" MAT! GA. FRAME IW1)M J TYP. 7" 11P. SEE DETAIL 4 8125" ON THIS VT. 2$.94' 24" 26" } fEEI. (0125/0) flmWo�P. E41323 1535 Coesuell Sub C25 Rockleds5 Mateo 32E55 fe E atlRmo, Autledet .. NN. 2S935 DETAIL 7 COUNTERSINK FOR ANCHORS Prepared 9y. ®® � PrC, LW PHNUfa 321- 690 -1788 Fax 321 -690-1769 �e8 • ammo, Acc eptance N I II •.3 11 -15-01 swat N.T.S. 5410. Ere WLN oat en Rif/ DEMO Nes S- 2108 -05 sNEr 1 5 or 8 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 41 •• • • E ,� � .� ) to OW 1 II1 110 WOOD SCREW J-- � 4 - 1Y1 — 36.625' 1 T1P. 1 III 1, I III 110 SCREW t1 : !'; - - SEEDETAI. 5 ON SijEET 5 1 e ". 1 E, - ` 3/i8' RYA TAWCON 71P. 1 11 97.5' MAK 0A FRAME HEAR SEE DETAIL 3 pm SHEET 5 DOUfRE DOOR WITH aDF111F.S ANCHOit LOCAT MS VIEWED FROM INTERIOR • • • • • • •• • SEE DETAIL 4 ON SHEET 5 • ••• • • • 6 • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • 97.5' MAX. OA FRAME HEIGHT 36.625' 6' 7 SPACES 0 12.21' SEE DETAIL 6 ON SHEET 5 i -ta 1 12' 1' 1 p/ 37.75" MAX. OA I FRAME WIDTH — i b � EE 1of?WC") Ede S. tam•a Reach P. E. No. 41323 PTC. u MSS Come 9650l SuSo C23 1005 50. Floddo 32955 PoR tarte9tu at aeaom®un to Jean 1 SEE DETAIL 4 /ON SHEET 5 8.125' 25.94' 24' pEij - LEE Ana F DOOR WDHOUT SIIICI1lE$ ANCHOR LOCATIONS HEWED FROM IME12701? Premed 8r PRODUCE RENEWED 5505000a•aa euor>do flaring code kompaace No c — ua1e to BY kLo. I. lJnar�. Mlam6 rs.A. f.- •-t ( Laud PTC, LLC Phone: 321 -60-1788 Fax 321 -690 -1789 1 3 gi WP a W 1 a V m 1 Dew 11 -15-01 ECO.E. N.T.S. on. art RN t3eL Ett Rio/ ew•eS m< S- 2108 -06 6 O' • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • •• • • • • • •• • • • • • • • • • • •• •• • • EXTERIOR INTERIOR ® OETAL oo 1JIE FRlg (PER CURRENT NQA) ANGLE PANE ve TEMPERED GLASS HP POLYPROPYLENE TNT - P9- 30FM0391 GLA7WG OFTA6 TRwIrr I OF FRAME (PER CURRENT 440 • • • 1"INSULATED TEMPERED GLASS • • • • dAZING OXTAIL TRINRY 111E FAA LE (PER CURRENT RCA) 0.125 TEMP. 0' JIRREATED TEMPERED GLASS GLASS LUPOY EU 0.125 TEMP. GLASS .75' x .5O INTfIiPT. • • • • • • • • • S T E E L SPACER • • • • • • • • •: • • • • fa • •• • • • •• •• • • • • • • • • • • •• • • • • • • LUPOY EU -50D7 • • • • • •-.•• •••• • ••• Al • • • •• • 1012 Sion Erb Moo API& P. £. Po. 41323 Mt, Ile Copodi M44. WS mto verc 611Mratil A Morneatam NO. MSS Prepared 9r. ■®■ WC LLC Phone: J21-690-1768 Fax 321-690-7789 PRODUCT RENEWED astomplyIag with Grenada* Balding Cade Ittplration Date 12. MI�mi Dmk � a 'I�nodbet0mkR1 `. g 1 auara 11- 15-01 sn ME. MSS. •w BY/ 16LN clot en RW 010111810 110.: S- 2108 -07 sear L OF A. •.• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.67. 125' 1 0 nommaiums. F50 —I 0.62" 1.75' - - r.of ASTRAGAL HAS TWO .312' DIA. x 9' LONG BOLTS; 1 MY MP, 1 ON BOTTOM @ tromictiounrE r — 1.65' —I _ 0.831" a 12122LOMINIA 01P4VER LEM 12 BOB Vf,) 2404 (.0205 STEEL =LEEMAN. MOF x 3.0' LONG 2.50" _1 1_ I 1.00" 1.00' L lArar solF 1.25' o C ASTRAGAI (AVOWAL) antsiumaiia 41 4 0 6053-16 ALUMINUM (IMPFRAL 0.125' STEEL) axe' .11 1 0.50' 053" I — 0.14' 0.53' — C Ca SON Afl€RfTh 0 MS 650 I -- 1.67' __r L e LYL TOP RAIL --I -- 0.513' 1.75- 2.52' IRIMTY HIF FRAME (UNDER SEPERATE NON) OUTSWING HIGH NH BUMP FACE THRESHOLD 0.051' THK. WALL ALUMINUM - BY COEVAL WITH WOOD INSERT 1.00' 1.71- —11.01.3" I— I I 1.75- 67`‘,, 716WRY INF Mc VZ/ (UNDID? SIEPERATE NOA) 0.375' 0.375' —1 1-:LT 3)6:9114E1FEM/M sr NE STOP PINE zmm 1.375- h.4 ca 28 INVION CAP PINE (97.50' LONG) 1.54' 1.59' 2.040° o.oar I-- 101/516, Pk S. badmen Nackla P. L No. 41323 PT. LLC 1533 Cogswell Skaat. 023 Reataadok Rork% 32255 Pas WOW* et Pasestafilse 17030 -11— 0.125' 11 //Z "r4 1.75' 2.62" 0 atheV NO4 0 0 0 0 ) 4.00G" 0 4 UerallialarrIMGE ' x 4" x .097' RIK srEra. 0.58 r.co• !Malq I — 4.04' 1 NG STANDARD BUMP FACE D1D Eximro ALUMINUM - BY PEMKO --/ MTH WOOD INSulT Prepared s iggy FTC. LLC Phone: 321-690-1788 Fora M-690-1789 IFUNIKT RENEWED SIMMILWINIaMbINt Florida arnitisCoda inenaaage No 07-470 f.o7 8, vtpte. Mel Park Matra wra 11-15-01 scME rm. Ye NW CNC. BY: RN Mt= NC1.: S-2108-08 sKEET I_ or • •• • • • 8 LVL x • • • 1.74 : : • • • • • • • • • • • • • • • ■ • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ■ • • • • • • • • • • • • • • • • • • • • • • • • ■ Inspection Number: INSP- 110.176 Permit Number: RC -3 -08 -414 Scheduled Inspection Date: May 26, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: Contractor: ORONI INC Building Department Comments • ■_.. AA ..AAA <NONE> Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Passed‘0 r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 77315. Provide NOA for entry door and inspection. Sidewalk at west end needs replaced. NB Required 16 , 4- 6-- Miami Shores Vila: e Building Departme4 CERTIFICATE OF COMILETION CHECKLIST Date RECEMED it BUILDING PERMIT CARD - Containing final Initials of all inspectors SU1VEYS (2) FINAL AS BUILT - Required Ite} Elevations of building showing all intended setbacks from property lines and ofber existing structures. Ingress + Egress required parking spaces, wheel stops, strippi ig, and all paving to exterior. CERTIFICATE OF ELEVATION - sealed by s ( y irveyor) EXPIRATION DATE REQUIRED ON. FORM CERTIFICATE OF INSULATION - (must be orginal) CERTIFICATE OF SOIL TREATMENT - (for to -mite - original) CHAPTER 2326.5 TERMITE PROTECTION: s.Building has received a complete treatment for the prevention of subterraneani termites. Treatment is in accordance with the rules and laws as established by th Florida Department of Agriculture and Co1sumer services." HEALTH DEPT. APPROVAL LETTER - (only if new septic was installed) Note: If house has a septic tank, approval let er is required from the health dept. FINAL CERTIFICATION LETTER FROM THE NGINEER /ARCHITECT (on masonry, trusses, special structure, etc.) * PLEASE NOTE THAT THE SAME ITEMS AO REQUIRED FOR TEMPORARY CO. Residential Addition Certificate of Completion. fee .is $50.00. chc- 8/17/05MV Inspection Date: March 02, 2009 Inspector: Dacquisto, David Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Ch tin 0 / 7 c) 7 Passed .*.1 Fe‘isr° Inspector Comments " � Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: March 02, 2009 Inspector: Dacquisto, David Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 INSPECTION RECORD Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 INSPECTION REQUESTS: (305)795 -2204 Residential Construction Owner's Name: FRANCISCO PAULA Job Address: 62 110 Street NE Contractorls) ORONI INC Miami Shores, FL 33161- DISPLAY THIS CARD ON FRONT OF JOB Phone (305)685 -0412 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Primary Co Yes Issue Date: 6/23/2008 l POST ON SITE Permit NO. RC-3-08-41 4 Peimi.t Tlrpe: Residential' Construction INorlk Olessificatican: Addition Expires: 12 /20/2008 Parcel #:1121360040370 et: 484 n: $ 75,000.00 tIOLitf MONDAY THROUGH SATURDAY, . N I O R K IS ALLOWED ON ONS ARE DONE MONDAY U H THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. "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." f � 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 „ r, fir;? , 1 1 , 1,111 11111 INSPECTION CORD 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 Sundays or Holidays P. FINA u'IihlVtlVih I �ti�i l dl INSPECTION TYPE FINA DATE 6 Uradgr A/C Pipe Slab condensate Slab Jenn -Aire: Rough Duct Rough Pipe Rough 11e Hood Rough Pool Heat Pump Fire Dampers .- Fireplace Vent euum ' acuutn Pip Equipment'Anchbr ;. rI, dd ressi Test Tuct Detector Ventilation Pressure Teat,. FINA I Q I�,,illdll!III!'pil MEI 4u luu rogress 11I1011 • VIII II 1 11ll1 1 I II I 1 „ kid +Floor R ough ; rd Floor Rough Condensate 1:)reihfieid Suppression Test :'Septic .Sewer interceptor. Pressure Test' Fire Sprinkler Pool Mal I uu .. I II a. all 111111 Temporary :Pole Footer Grounding B. Alarm Prewire T.V. Prewire Intercom Prewrire Phone Frewire B. Alarm Firnal Final Irhteroom Final II S ;6r'� 0,61111E101117k ViirAWAAMIIIIIII FINA I � �I►, �'g �I g, III '' `�� GFlNAI; �, PECTIONS CALL 3� 795 -220 QUESTS ARE ACCEPTED • MTO3:30PMF FOR I' INSPECTION R HOURS OF 3:3 THE FOL 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 Ihllulllllllllllllllllltto1IIIIIIIII 'ouVlVl RING THE NSPECTIONS NESS DAY. MIA DADS COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries 10100 N.W. 25 St. Miami FL., 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Inswing Aluminum Door w/ Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W06 -73, titled "Series 450 Inswing Doors & Sidelites", sheets 1, 1.1 through 7.1 of 7, prepared by Al- Farooq Corporation, dated 10/27/06 and last revised on Nov 08, 2006, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Ext design pressure= +50 psf w/ Sill type S -1 and SS type sill is not rated for water infiltration. 2. Full design pressures (see charts) are applicable, where water infiltration requirement is not needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 03- 0422.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. NOA No. 07- 0228.01 Expiration Date: November 09, 2011 Approval Date: Apri119, 2007 Page 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING ST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03- 0422.02) 1. Manufacturer's die drawings and sections. 2. Drawing No.W06 -73, titled "Series 450 Inswing Doors & Sidelites ", sheets 1, 1.1 through 7.1 of 7, prepared by Al- Farooq Corporation, dated 10/27/06 and last revised on Nov 08, 2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0422.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201, 202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 -94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA201 -94 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04/01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification dated 12- 21 -05and last revised on 11/06/06, prepared by Al- Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME - 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers", expiring on 03/04/09. F. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated 12- 21 -05, signed by Dr. Humayoun Farooq, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews # 03- 0422.02, expired on 11 -09 -06 2. Series 450 Outswing NOA # 06- 0127.02 expiring 11 -09 -11 E -1 hag I. Chanda, P.E. Product Control Examiner NOA No. 07 -0228.01 Expiration Date: November 09, 2011 Approval Date: April 19, 2007 CM k CORPORATION cwstructIon class indimbies W9W01T90 10100 =threat 25 sheet m1em. 33172 product . Series 450 INSWING Doane < Sldelitee ENGINEER , Al Farooq CCCorporation i g Structural -hla. PE • I6551 date , 10 -21 -06 I cheat I of 1 v / % \ • CM k CORPORATION cwstructIon class indimbies W9W01T90 10100 =threat 25 sheet m1em. 33172 product . Series 450 INSWING Doane < Sldelitee ENGINEER , Al Farooq CCCorporation i g Structural -hla. PE • I6551 date , 10 -21 -06 I cheat I of 1 TYPICAL ELEVATIONS STEPS TO USE CHARTS /GRAPHS SEE SHEETS 6 1 1. MULTIPLE SIDELITES AVAILABLE 0 w Z PANEL WIDTH 24' 30' 36' 42' D.L. GPG. WIDTH 12 -7/8' 18 -7/8' 24 7/8' 30 -7/8' PANEL HEIGHT 80' 84' 90' 96' 108• D.L. GPG. HEIGHT 66 -1/2' 70 -1/2' 76 -1/2' 82 -1/2' 94 -1/2' E'qr 0.7. *M 00N FAR000 tTRUCTURES FIA PE # 1E337 t ov a znos FRAME HEIGHT = PANEL HEIGHT + 1.750' FRAME WIDTH = PANEL WIDTH + 2.750' PkonucT eale � ial Ra41Q1 e7 - 0228o/ aelratio• 3atotl TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 6 FROM CORNERS MAX. SPACING 24 O.C. AT HEAD Sc SILL. -I - NNSWNG DOOR DETAIL - ITEM DESCRIPTION lees sheet 2 of 1) W06 -73 cal. CORPORATION construction ghee industries corporation 19100 northwest 25 street inland, Florida 33172 product : Steles 480 Insmmg Doors I Sldeltt e ENGINEER : Al Ferooq Corporation Dr. Numayouri Ferooq Structural -Fla. PE • 16851 date : I0 -21-06 I sheet U of T HINGE LOCATIONS MAX. DOOR HEIGHT NO. REIM. MAX. SPACING LIPTO 90 -3/4' 3 35 1/2' ABOVE 90 -3/4' 4 30 I/2• Trz'ICAL ELEVATIONS TRUE HORIZONTAL MINIM (I OR MORE PER PANEL) OPTIONAL TRUE MUNTINS DOOR OR SIDELITE RESIDENTIAL HARDWARE COMMERCIAL HARDWARE HARDWARE DESCRIPTION GLASS TYPE 134 Engr. DR. NtMAYMAM FM090 Fl1 1/ 16807 Ki> play 0 8 ZUDb GLASS TTh 135 TYPICAL GLAZING DETAILS PRODUCT RENEWED MeRRIPT7161 e wlUt tie Maids Einadhug en Ac6auaNsC7-+1729.01 Oak Woke GLASS TYPE 13C L I - INSWING DOOR DETAIL - ITEM DESCRIPTION (see sheet 2 of 1) W06 -73 ra k CORPORATION construction glass industries corporation 10100 northwest 25 sheet m wni, tiodda 33172 product = Series 450 Insole Doors I Sldalltes ENCOLEER = AI Farooq Corporation Dr. Hlmlayoun Farooq Structural -fIa. PE • 16551 data = 10 -21 -06 I cheat 2 of 1 SILL OF MATERIALS ITEM DESCRIPTION 0 2B m [ I l l DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 161 0 0 10 Li 12 11041 '12 X 1 1/4" HEX HEAD S/S SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT I 1/2" X 1 1/2" X 3/16 "11HK ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) 9/32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 ® CENTER OF PAIRS SPACED 6" O.G. 4 24" O.G. MAX. 0 10 X 1" PH -PH -SS TEKS SCREW, 0 3" 4 l" FROM ENDS 4 24" O.G. MAX. •4 X 3/4° HEX HEAD 5/5 TEKS SCREW AT 6" FROM ENDS 4 24 3/16" O.C. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB • 3032) 350 HIGH FOAM -TITE WEATHERSEAL (AMESBURY • 32011) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (1) TITAN KWIKSET SERIES 100 DEADBOLT (OR EQUAL) (2) DEADBOLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM 10151 REFLECTOL ITE SERIES 6000 THREE POINT LOCK MECHANISM HAGER 4 12" X 4" SOLID BRASS (OR 6 /S) HINGE SECURED WITH (8) 0 12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO l' -6 3/4" HIGH) (4 PER PANEL OVER 1' -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP 4 BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP 1 14 1 1 61 I0 1s 1 IS 134 F.ngr: DR. S HU C U O E F4R000 R/. FE I t ss;,7 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" TI-K. ANN. GLASS AND .050" SAFLEX INTERLAYER V2" NOMINAL (.466 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS.) 3/16" TI-K. H.S. GLASS AND .090" SAFLEX INTERLAYER I" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS ( OUTBOARD), 3/8" AIR SPACE AND (2 PCS) 3/16" TI-K ANN. GLASS AND .050" SAFLEX INTERLAYER OR 1" NOMINAL (.966 ACTUAL) INSUL. ANN. LAMINATED GLASS I/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" THK ANN. GLASS AND .050" SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X I /8 "THK CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM © ) 1/2" TI-K. (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .050 TI-IK ALUM. SHEETS 4 (I) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 1/8" X 5" X I/8" TI-K CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. • EXTRUSION LIST 500, 501, 502, 506, 501, 508, 509, 510 4 511 ALL EXTRUSIONS ARE 6063 -16. Iiou R taus PRODUCT RENEWED w e mmp$tieggwIN Ms Redid !Whoa Code N.67 -O2 84 I Espf+rttowiar ;2nJ Dab Camw1 W ells WO6 -73 7 l7 X �4 St DC4 PT WOOD 1/4• X 2 314' LONG I .6.---/ — I6 M ENDS 4/4 0 X 3 3/4° L n I ' o • AND 24+ ac TAPCON SCREW I . . . (WTBPoE'DIATE ANC 40126) - 6 ' r8221 6) Q q'.p p 1 E'r OPTIONAL SQUARE GLAZING 1/4' • X 13/4' LONG TAMON SCREW • 6' PROM ENDS AND 24' Os. alTERMEDIATE ATE) OPTIONAL t AA T WOOD/ OPTIONAL INSTALLATION INTO 2X4 PT WOOD TYPICAL JAMS ANCHORS 1/4' • X 9 3/4' LONG TAPCON SCAM • 6' FROM 124D6 AND 20° O.0 Pam SHEET 6) 2X4 PT UJOOD TAPCON SCREW I/4 °mX4'LONG 1X4 PT WOOD NOTE: ALL ANCHOR CONDITIONS SHOWN ON SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4 MAX. SHIM SPACE WITHOUT VARIATION IN CAPACITY. INTERIOR J NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. m 1/4' MAX. T FRAME WIDTH IN SLUING DOOR 'tr+ Spr: h2 0m FAROOO RA PE / 16357 �r--y INILIV 0 8 •LUM .675 - 4.812 11 51I 4.85E INTERIOR r. numucrasnewari �gade l tYlferhll AmsgseeeeNso7 -o sepr l�.ttl,yA f/ 2C 25 2A EXTERIOR EXTERIOR 3'15 13 OR Igo TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 12 4i4 TOP 4 BOTTOM OF INACTIVE PANEL i i • E \ CORPORATION construction cdass industries corporation 10100 northeast 25 street infant &Ma 33172 W06 -73 L4 t j,..,,t. product: Series 450INeN GDoors tSidelttas ENGINEER : Al Farooq Corporation Milos Dr. Numayoun Farooq Structural -Fla. PE • 16557 date : 10 -2T -06 f sheet 3 or T • M k CORPORATION eonstructbn glass Industries corporation 10100 northwest 2s street doll, &ride 17172 product . Series 430 MS ING Doors 4 &dente° ENGINEER : Al Farooq Corporation Dr. Fkmmyoun Farooq Structural -Fla. FE • 16E31 date : 10 -21-06 I &dot 4 or 1 tl DOOR FRAME WIDTH MULLION SII 1.250 2,878 THIS SILL IS NOT RATED FOR WATER 4° WIDE SADDLE THRESFIOLD I/4" 0 X 1 3/4° LONG TAPCON SCREW e 6" FROM ENDS 4 24° as SEALANT El 4.812 EXTERIOR to .675 SIDELITE FRAME WIDTH SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1' -6 WIDE OR SMALLER SIDELITE FRAME WIDTI -1 REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS Engn H1114A PAR000 STRUCPJESS not PE f 10837 WIN (1 II ZUD6 1X4 PT WOOD moucP86laWa Bitten Per Marton Mart■ n - 07-hat Mod G■hwt Divides 1/4' SHIN • 1/4" 0 X 3 3/4" LONG TAPCON SCREW e 6" FROM ENDS 4 20" O.C. AT INTERMEDIATE ANCHORS SEE SHEET 6 W06 -73 EEL CORPORATION construction glass industries corporation 10100 northwest 25 street orient, fbrke 33172 product , Sales 450 INSWING Doors t Sldelltes E■GIISER r Al Faroocl Corporation Dr. Nueayou7 Farooq Structural -Fla. PE • 165&1 data , 10 -21-06 1 sheet 5 of 1 "10 X 1" PH -PH SMS 5!5 (2 PER p CLIP) A75 4.812 SIDELITE FRAME WIDTH MULLION SEALANT 4912 SIDELITE FRAME WIDTH P$OOUCI QEII111E JE0 d tlsBgCede� r+D�ooll* d � ModDefiliCoatml tr sltA .L��w� Ofeida, , '/' k, b75 REFER TO SI -IEET 2 OF FOR TYPICAL BILL OF MATERIALS W06 -73 PANEL PERFORMANCE CHART FOR DOORS. SINGLE SIDELTFES AND MULLIONS LAMINATED GLASS NOMINAL DIMS. IN -SWING LOAD CAPACITY PSF DESIGN LOAD CAPACTY-PSF PANEL WIDTH PANEL HEIGHT ANN. LAM. GLASS (TYPE 13A) H.S. LAM. GLASS (TYPE 13B) EXT. INT. EXT. INT. 2/0 2/6 3/0 3/6 6/8 loan 100.0 100.0 110.0 110.0 1004 1004 100.0 110.0 110.0 1004 100.0 100.0 130.0 1104 874 874 1004 1160 110.0 2/0 2/6 3/0 3/6 7/0 1004 100.0 100.0 1104 110.0 100.0 100.0 1004 110.0 11110 1060 100.0 MAO 110.0 1104 826 82.6 100.0 110.0 1104 2/0 2/6 3/0 3/6 7/6 100.0 1000 100. 110.0 1100 1006 100.0 100.0 110.0 110.0 loan 100.0 100.0 110.0 110.0 76.8 76.8 10110 102.9 110.0 2/0 2/6 3/0 8/0 1060 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 1004 100.0 100.0 110.0 110.0 2/0 2/6 3/0 9/0 1004 1004 1=1 1104 110.0 1000 100.0 100.0 1100 96.6 1004 MILO 1060 100.0 80.5 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. OMIT EXT.(+) LOADS TO 50.0 PSF FOR THRESHOLD al WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THRESHOLD 1 :0 IS NOT RATED FOR WATER INFILTRATION. PANEL PERFORMANCE CRAFT FOR DOORS, SINGLE SIDELITES AND MULLIONS INSULATED LAMINATED GLASS NOMINAL DIMS. IN -SWING DESIGN LOAD CAPACTY-PSF PANEL WIDTH PANEL HEIGHT DOM ANN. LAX GLASS (TIPS 13C) EXT. INT. 2/0 2/6 3/0 3/6 6/8 804 80.0 80.0 800 804 80.0 80.0 80.0 2/0 2/6 3/0 7/0 80.0 80.0 804 80.0 804 800 2/0 2/6 3/0 7/6 804 810 BOA 860 80.0 860 2/0 2/6 3/0 8/0 804 80.0 804 804 860 806 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFURATION RESISTANCE IS NOT REQUIRED. LOUT ERf.( +) LOADS TD 50.0 PSF FOR THRESHOLD C) WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THRESHOLD () IS NOT RATED FOR WATER 'INFILTRATION. PAM tsaoalE2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (9 SEC. GUSTS) reosucraemizo area ptskiwitbtM ROOM o 0 B! IMIORMI6I Ma <mis - 0.4 I . i llllllea STEPS TO USE CHARTS• 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF FBC. 3. SELECT A DOOR SYSTEM LE WSWING /OUTSWING AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR DICES) THE DESIGN LOADS REQUIREMENTS. S. SELECT AND CHECK ANCHORS TO MEET LOAD. 6. FOR MULLED SIDEUTE REFER TO MULLION CAPACITY. Emir: Oft. HUDAYWN F,W000 FL/L� 7 t10'V B nob PANEL WIDTH THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. • ./ i PANEL WIDTH PANEL WIDTH z � v H O c ° m g g N A- tm g U n O a $ mo� O eli I I Al 16N20 1 1 i ? 1 O z r • A'S W O I U EAR draadng no. W06 -73 1 (shoot 6 of 7 MILLION ANCHORS AT SIDELYTRS MTG. R'I7LB ANCHORS AT DOUBLY( DOORS N071PTAL DH(8 DEMON LOAD CAPACTY-FSF DESIGN WAD CAPACIT-PRO TYPE 'B' TYPE 'C' NOMINAL DRS TYPE '8' TYPE 'C PANEL %ADM PANEL HEIGHT CLUSTER OF 8 ANCHORS CASTER OF 4 ANCHORS CLOTURE OF B ANCHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS PANEL WIDTH PANEL HEART CABTER OF 8 ANCHORS CASTER OF 4 ANCHORS CLUSTER OF 8 ANCHORS CASTER OF R ANCHORS CLUSTER OF 4 ANCHORS o a r7 n i b/8 882 1104 1100 110.0 110.0 2/0 2/6 3/0 3/6 Ere 862 110.0 11110 110.0 1140 708 1100 1100 100.3 1108 70.8 1140 1100 100.3 1104 588 1104 110.0 818 1108 888 1104 1104 818 1104 504 1018 1140 71.7 110.0 544 1008 1104 713 1104 N al 7/0 848 1104 1104 1104 110.0 2/0 2/6 3/0 3/6 7/0 840 1108 1104 110.0 1100 872 Ma 1108 103 110.0 871 1108 1108 858 110 8 504 1104 1140 78.8 1108 530 1104 1104 768 1108 488 960 1104 882 1104 480 868 110E 662 1108 �a 7/6 764 1140 1104 1108 110.0 7/6 764 1108 1104 1104 1104 827 1104 1104 892 1108 823 1108 110.0 892 1104 523 1048 1108 743 110.0 523 1048 1108 743 1104 448 894 110.0 837 1108 448 89.8 1108 817 1104 2/0 2/6 3ro 8/0 715 1100 1100 1043 110.0 [S 8/0 715 1100 1108 104.5 1108 598 110.0 110.0 616 1108 588 1100 1140 818 110.0 494 860 1140 89.7 1160 48.0 980 1108 69.7 1108 SS 9/0 87.3 1104 1100 928 1140 �5� 9111 053 1104 1140 928 1108 523 1048 1104 743 110.0 523 104.5 1104 743 1104 438 87.1 110.0 818 1104 43.8 87.1 10E19 818 1104 MOL 1 1 I I PALL VIM PANEL WIDTH \ - kg ll PANEL 1.118111 PANEL WIDTH Aagi E DOOR PANEL WIDTH PANEL WIDTH FOR SIDELTTE AVG. PANEL WIDTH a DOOR PANEL +FIXED PANEL 2 PANEL WIDTH STEPS TO USE CHARTS• 1 SELECT TYPE OF ANCHOR TYPE TYPE 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE M STEP 1 OF SHEET B. ,ANCHORS; B' 1/4° TAPCON$ INTO WOOD STRUCTURES 1 -3/4 MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY 1/4" TAPCON$ DIRECTLY INTO CONC. OR MASONRY 1 -1/4 MIN. EMBED INTO CONC. OR MASONRY EIGE DISTANCES INTO CONCRETE AND MASONRY a 2 -5/8 MIN. INTO WOOD STRUCTURE = 1 MIN. =awl* M61p0048N9 0'F- a 2.1- o/ 014)b188 Ergr. OR. 11191AYOLW mow SfRUC1URES RA °E a 18557 WIN 0 0 '2006 � e re ..r A/o ,zo/ A •C4 11 a .4r, GSA g o r 0 r m 2 1 - LI O1 n U via M egic4 " 2 1 1 W 1 drawing no. W06 -73 (sheet 7 of 7 ) 1 Scheduled Inspection Date: March 31, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Project: <NONE> Contractor: ORONI INC Building Department Comments APR o 2 EV Passed Failed Correction Needed Re- Inspection Fee March 30, 2009 Miami Shores, FL 33161- mo No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Inspector Comments V J , Gva4 al 64(4 - Ae( s'tee'l nep 1acee(. Cet4L, ° /�7 �pola� / Page 15 of 21 Inspection Date: March 02, 2009 Inspector: Dacquisto, David Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 cfc to 3447 Passed � / Inspector Comments ‘.../- Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: March 02, 2009 Inspector: Dacquisto, David Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 [(COD ; ti 4,;". - \ Aretio -rl: Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Passed 0 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until [(COD ; ti 4,;". - \ Aretio -rl: Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 BUILDING PERMIT NUMBER: RC308414 PROJECT NAME: ADDITION AT: ADDRESS: 62 NW 110 ST, MIAMI, FL. We the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the approved ENERGY CALCULATIONS, and PLANS, and in accordance with good construction practice. The insulation furnished and installed has the characteristics shown below (Only the applicable boxes are checked): El INSULATION CERTIFICATE D.B.A./ ALLSTATE INSULATORS AIR & HEAT INSULATION INC I. Exterior CBS walls insulation R -5.0 (Min) Materials: RIGID INSULATION Thickness: 3/4" inches) Densit}: 1 Manufacturer: DOW 02. Exterior Frame /Metal stud walls: (Min) Materials: Thickness: inch(es) Density: lb/g Manufacturer. 03. Exterior solid concrete walls: (Mm) Materials: Thickness: inch(es) Density: lbift Manufacturer: 04. Interior walls separating A/C from non A/C spaces insulation (Min) Materials: Thickness: inch(es) Density: 1b /lt Manufacturer: 05. MULTI-FAMILY RESIDENTIAL. CONSTRUCTION ONLY: The COMMON ( PARTY) walls separating different tenants are insulated as follows: FRAME/METAL STUDS walls R-11 (Min), CBS or CONCRETE walls R -3 (Min), both sides (as required by ENERGY CODE) See ENERGY CODE, January 1993, section 602.1 ABC.1.1 on page 6-10, latest edition. These "minimum levels of insulation% are not included in the Energy Calculation, but shall be installed in the field. 0 6. Above deck type Roof Insulation: (Min) Materials: Thickness: inch(es) Density: lb/fI Manufacturer: 7. Ceiling insulation R-30 (Min) Materials: BATT FIBERGLASS Thickness: 9 1/2" inch(es) Density: gve Manufacturer: OWENS CORNING F18. Others: Installed by: AIR & RE4T INSULATION INC. D.B.A. /ALE ST.4TEINSULATORS Insulation Company Name: Insulation Contractor Certificate of Competency # G.C./ Builder: ORON1, INC. Building Contractor Certificate of Competency # 17735 Certified on: PC- 3 19 10/10/08 APPROVED ZONING DEPT BLDG DEPT .,e.. Miami Shores Village G.0 B1244 nsrhirw Certified on: SUBJECT TO COMPLIANCE WI I H ALL FEDERAL STATE AND COUNTY DULLS AND RFGULATIONS Rio <6-°4l4 Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Passed d Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Purchaser's Name and Address: Treatment Site: 62 NE 110 Street Miami Shores, F133138 Project: Residence Addition Chemical: Cypermethrin Square Footage: 600 Number of structures treated: 1 Date of Completion: 02/02/09 Accurate Pest Control, Inc. hereby confirms that 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 Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None 1 Year 5 Years CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 1816.1.7 Q LICENSE NO. JB ACCURATE P T ✓i ' OL, INC. BY: Harvey S •' es, Presi gent Revised on 06/01/08 Oroni Inc. 14040 NW 6 Court North Miami, F1 Permit No.: RC308414 Product: Demon MAX @ 0.25% Number of Gallons: 60 Lot & Block: N/A Technicians Name: Chris Eckhardt Hate & Time: 02/02/09, 9:00AM ❑ Renewal Yes ❑ No Q RECEIVE MAR 02 nol Rc- S- 08 -919 !r 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 -584 -8588 • 1- 800 - 749 -8588 • FAX: 954 -584 -6117 RECEIVED MAR 0 2 62 NE 110 Street Miami Shores, F133138 Residence Addition Permit No: RC308414 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Servi Authorized' Signature License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) Oroni, Inc. (305) 685 -0412 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • '954 -584 -8588 • 1- 800 - 749 -8588 • FAX: 954 - 584 -6117 Inspection Date: March 26, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 26, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: March 26, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments March 26, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Gr 14%4 6 2009 BY: ... -- - - - - -- Date: March 19, 2009 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, Florida 33138 Re: Permit # RC08 -414 Addition Paula Residence 62 N.E. 110 Street Miami Shores, Florida 33161 Folio # 11- 2136 - 004 -0370 Attn: Building Department, MEN MARK A. CAMPBELL �T 373 N.E. 92ND SMUT MIAMI MM. RA. 33139 754-2318 a F 7587666 �I Fl.. UG R92 0=74 I, Mark A. Campbell, having performed and approved the required inspections at the family room. I hereby attest to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced family room are in compliance with the approved plans and other approved permit documents. I also attest that to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section 307.2 of the Florida Building Code and must be submitted to the Village of Miami Shores Building Department in conjunction with the application for a Certificate of Completion for the above referenced structure. Should you have any questions or need any additional information please do not hesitate tact me. Mark A. Campbell, Architect State of Florida: #0011074 PaulaResidenceAdditionCO.ltr Scheduled Inspection Date: March 02, 2009 Inspector: Devaney, Michael Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Miami Shores, FL 33161- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments February 27, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Utumm enne Phone Number 414. Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition/Alteration Parcel Number 1121360040370 Phone: (305) 551 -4043 30 N'o Passed d Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments -9 y /7frno9 Page 18 of 22 APP PROPERTY ADDRESS: 62 Northeast 110th Street Miami Shores, Florida 33161 SURVEYOR NOTES P 1 Lands Shown Hereon were not abstracted for Easement and/or Right of Way Records. 42 Benchmark: Miami -Dade County Public Works Dep. Bm Loc. 3100, Nm. N -566, Elev. 10.78' a3 Bearings. as Shown hereon are Based upon Northeast 110th Street, N89 °59'58 "E 44 Please See Abbreviations 45 Survey is incomplete Without Sheet 2 of 2 x6 Drawn By: A. Alvarez Date: 02 -05 -2009 47 Complete Field Survey Date: 02 -05 -2009 aN Disc No 2009, Station Surveing Scion a9 Last Revised: 410 Legal Description Furnished by client. 41 I This Certification is only for the lands as described. It is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 412 There may be additional Restrictions not shown on this survey that may be found in the Public Records of Miami -Dade County, examination of ABSTRACT OF TITLE will have to be made to determine record instruments, if any affecting this property. 4;13 ACCURACY:The expected use of the land, as classified in the Minimum Technical Standard (61G17 -6FAC, is "Residential ". The Minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 414 Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 415 Nut Valid without one signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. a 16 Contact the appropriate authority prior to any design work on information. a 1 7 Underground utilities are nut depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. P 18 Ownership Subject to OPINION OF TITLE. JOB # 09 -063 DATE 02 -05 -2009 PB 42 -8 () " - 414 Miami Snores Village go NORTHEAST 110th STREET ABBREVIATIONS A -ARC DISTANCE. AVE.. - Avruur ASPH - ASPHALT Ae' -AIR CONDITIONER IILDG - nu1LnLNG R. COR .BLOCK CORNER co. - CATCH nAsIN cis -CHAIN LINK FEN( r. CONC.- coNCRrrr COL. - COLUMN C.U.P. .CONCRETE. UTILITY POLE. C.L.P. - CONCRETE. LIGHT POLE: CRS - CONCRETE. RLOCK STRUCTURE. C.M.E. =CANAL MAINTENANCE. EASEMENT D - DIRECTION DAV - DRIVEWAY D.M.E. - DRAINAGE& MAINTENANCE EASEMENT INC. - FNCRO.ACHMENT E.T.P. - ELECTRIC TRANSFORMER PAD P.P.L. - FLORIDA POWER AND LIGHT EH. -FIRE. HYDRANT F.I.P. -FOUND IRON rwr r.r. - rmsH FLOOR F.D.H.-FOUND DRILL Ho LE F.R. -FOUND RERAR F/D -FOUND DISC PIN - roUND NAIL I!r -IRON PENCE. L - LE.NCITH L.P. -LIGHT POLE. MEAS.- MEASURED M.H. -MAN HOLE: N G.V.D. - NATIONAL CiE:ODETIC VERTICAL DATUM NT.S. -NOT TO SCALE 0.E. - OVERHEAD r.Lrc TRW LINE CuL - ONLINE P.C.P. -PE.RMA NENT covraot. POINT P -POINT OF CURV :%TURF • R - RADIUS REs - RESIDENCE. SDWLK - sIDE.wALK T - TANGENT u.r. - UTILITY EASEMENT wIF -WCxm FENCE. w.v. -WATER VALVE W.U.P. -WOOD UTILITY rCILE. In( N FENCE. -►-►- CH ON LINK FENCE •- •- +� —�`-�- we OD rr.Ncr. =or= -cns WALL -OV E.RHEAD ELEC. �•�•� - CENTER LINE EASEMENT !Mt - NOTES E.LEVATIONS -nU iLDING - DISTANCE a- -� 111th STREET Professional Surveyors & Mappers LB 7498 13050 S.W. 133rd Court Miami Florida, 33186 Ph. # (305) 234 -0588 Fax # (305) 234 -0423 Panel # Firm Zone: Date of Firm: Base Flood Elev. F.Floor Elev. Garage Elev. Mb ECEOVED MA 1ON 1 32 2 31 3 30 4 29 5 28 j 27 7 26 25 i 24 10 23 11 22 NORTHEAST 109th STREET 12 21 13 20 / 14 19 15 16 ELEVATION INFORMATION Comm Panel 120652 0093 It 0 -02 -1994 N/A 13.23' N/A Suffix: Elev. Reference to NVGD 1929 CERTIFIED ONLY TO: Francisco Paula Sheet Q2 2 LEGAL DESCRIPTION: Lot 6, Block 2 of: "COLLEGE HEIGHTS" according to the Plat Thereof as Recorded in Plat Book 42, Page 8 of the Public Records of Miami -Dade County, Florida. This Beni ties that the survey of the property described hereon was made under my super- vision & that the survey tneets the minimum technical standards set forth by the Florida Board of professional Land Surveyors & Mappers in Chapter 61G17-6 of Florida Administrative Code, pursuant to Section 472.027. Florida Statutes. & That the Sketch hereon is a true and accurate representation thereof to the best of my knowledge and. Belief, sabject to notes and notations shown hereon. Armando F are: ssionai Surveyor & Mapper # 5316 Stale rfFloe /da Not Pall unless Signed 4-Sta with F Morsel/ Sea/ JOB # 09 -063 DATE 02 -05 -2009 PB 42 -8 Surveyor Notes: NOR /N 0 pi 50.00 Dedicated RE \0/ Wa A•Plat•Book•42= 8ANam( -Dade Co F/N F/N ......75.00' k 39 °5 S89 319 '2 ^ - - - ............ °5529'E Asphalt 1833 I Sdwk End's\ tip 0.08 no id 3,0" 1.21' 3 L 0 Surrey is Incomplete without sheet I of 2 Scale of Drawing 1 =20' Drawn Br: A. Alvarez Date: 02 -05 -2009 Completed Field Survey Date: 02 -05 -2009 AF4 di COMPANY, INC. Professional Land Surveyors and Mappers 13050 SW 133rd CT Miami, Florida 33186 PH: 305 -234 -0588 FX: 305134 -0423 10.11' Ja d atirl�,y' f' Sitar' 1 V e r Sheep' 2 at 2 1..10.18' 3 kf 20' %Of fip 1.07' 0.08 no id = /7 — 77 Sidewalk 4.90' .' so o / ./ Conc. Slab 3'x3' �� kQ , I CBS Column �/ 1.35'x1.35' At 13.30' ' • oc ri.: • 15.70' coo > Pse k‘. 250 to n ALLEY 12.25':: N 7.95' 1. „r. , ,,,,, Qond. Pool Deck • co AFA �C Company, Inc. Parkway 23.30' 0 Brick D/W • 1.5' ONE STORY CBS RES. #62 Pool r ° n • N Roof t STREET Trelly's 5.60'/ 55'29 k0- 9 Tile PI. 15.70' 1l.fo' }.12.30' I 22.85' �.o‘ 5 p sQ• t\ 9 s o 21 CBS Column 1.35x1.35' 47' o , g � 9 3.00' p, G 3.5 '5.08 0 Of p CBS Curb H -0.30' 18.37' c 9.75” 14.91' N Concrete 1. �.'.. v �' . I _ 3.00' , 16.64' : , I Water 15 .65' Pump k � 25 17.77 `r Ib 1300' i � / . � v b I 1 :bill Tile � I }— N� 1 csi L i 1.5'— o o 2'_ • 14.00 3/ 6 H W/F i N 75 E �' N � 55' 9 3 o W.U.P. �....... Asphalt 9.60' . .. . .... . . .. .. .............. .. . 15.00' Dedlcated R/W Ae Per Plat Book 42 -8 Mlaml -Dade Co. c l”' ° r X I M z I I 0.'3 -.... 779.50' S89 °55'29 "E fip 0.08 no id wif fir 1/2" S 0.27' E 0.41' o ■ The sketch - hereon is dm:: and Accurate representation thereof to the best of my knowledaeand Iwiiel; Subject to notes and Noun lonn >Atimn hereon, Orman d F..a/rarcc Prn %ss/aim /S , e9wr ce aJappc r ti 5.326 State of Florida Not la/id rules.. Signed & Stantp[ d with Etnhassed Sea/ /4'fArks I t i YlOC uiw t Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 Passed 01 39.16:97 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until /4'fArks I t i YlOC uiw t Inspection Date: March 02, 2009 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments March 02, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number Parcel Number 1121360040370 Phone: (305)685 -0412 Page 1 of 1 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) A0, use base flood depth) 12025C -0093 J 07 -17 -1995 03 -02 -1994 "X" N/A U.S. DEPARTMENT OF HOMELAND SECURITY Federal 'mergency Management Agency Katona' Flood Insurance Program A1. Building Owner's Name FRANCISCO PAULA. A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 42 -8 LOT 6 BLOCK 2 OF :COLLEGE HEIGHTS, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25DEG 52' 32.93" N Long. -80DEG 11' 47.70" W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION 2.050 sq ft 8 864 sq in RESIDENTIAL to obtain flood insurance. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES- 120652 B2. County Name MIAMI -DADE COUNTY B3. State FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Othe 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Othe Designation Date N/A ❑ CBRS ❑ SECTION C - BUILDING ELEVATION INFORM C1. Building elevations are based on: ❑ Construction Drawings' ❑ Build 'A new Elevation Certificate will be required when construction of the building is compl C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/ below according to the building diagram specified in Item A7. Benchmark Utilized LOC 3100/ NAME N -566 Vertical Datum NGVD 1929 Conversion /Comments ELEVATION + 10.78' a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) c) d) e) f) 9) 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) 13.23 E feet N /A. ❑ feet NN /A.__ ❑ feet N/A. _ ❑ feet 11.39 E feet Horizontal Datum: ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 11.46 E feet ❑ meters (Puerto Rico only) 11.58 E 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. 1 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. FEMA Form 81 -31, February 2006 OMB No. 1660 -0008 Expires February 28, 2009 For Insurance Company Use: Policy Number Company NAIC Number ICs MA', 0 2 bin 4 ❑ NAD 1927 E NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq 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 ems SUBJECT TO COMPLIANCE Wt H ALL FEDERAL STAT OUNTY RULES AND REGULATIONS Certifier's Name ARMANDO F. ALVAREZ License Number 5526 Title PROFESSIONAL LAND SURVEYORS & MAPPER Company Name AFA & COMPANY, INC. Address 13050 SOU 33 COURT City MIAMI State FL ZIP Code 33186 Signat -./ Date 02 -09 -2009 Telephone 305.234.0588 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OE ROAD + 10.51' ; F.F ADDITION ELEVATION + 13.23' Si SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) 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. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The pro erty 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 ZonelAO mu'st'Sign here. The statements in Sections A, B; a`hd correct to the best of my knowledge. Proper j' Owner's or Owner's Authorized Representative s N''a l t* Addre Signa pre Comm ents 1 " nt, = SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum __. _. G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum , Local Official's Name Community Name Signature Comments FEMA Form 81 -31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) C2.e) A/C SLAB ELEVATION + 11.39' : y Date SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION e . �i z . �� - Lg City Date Telephone Title Telephone Date For Insurance Company Use: Policy Number f Company NAIC Number State ZIP Code ❑ Check here if attachments ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions i Bu Iding Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAS7 110 STREET City MIAMI S-10RES State FL ZIP Code 33161 Building Photographs See Instructions for Item A6. For Insurance Company Use: Policy Number Company NAIL Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" Find 'Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT 'VIEW✓ City MIAMI S-10RES State FL ZIP Code 3::161 13uilding Photographs Continuation Page Building Strei : Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 .NORTHEAST 110 STREET If submittino more photographs than will fit on the preceding page, affix the additional photog photographs Mtn: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" an FIGHT SIDE VIEW For Insurance Company Use: Policy Number Company NAIC Number raphs below. Identify all "Left Side View." B1. NFIP Community Name & Community Number B2. County Name B3. State VILLAGE OF MIAMI SHORES- 120652 MIAMI -DADE COUNTY FLORIDA 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) A0, use base flood depth) 12025C -0093 J 07 -17 -1995 03 -02 -1994 "X" N/A U.S.' DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program A1. Building Owner's Name FRANCISCO PAULA. b) c) d) e) f) 9) City MIAMI SHORES State FL ZIP Code 33161 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude /Longitude: Lat. 25DEG 52'_32.93 "N Long. -80DEG 11' 47.70" W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) 2,050 sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade S c) Total net area of flood openings in A8.b 864 sq in a) 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 here if comments are provided on back of form. Certifier's Name ARMANDO F. ALVAREZ Title PROFESSIONAL LAND SURVEYORS & MAPPER ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 42 -8 LOT 6 BLOCK 2 OF :COLLEGE HEIGHTS, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORI SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) __ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFO Cl. Building elevations are based on: ❑ Construction Drawings' ❑ B, "A new Elevation Certificate will be required when construction of the building is c C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, below according to the building diagram specified in Item A7. Benchmark Utilized LOC 3100/ NAME N -566 Vertical Datum NGVD 1929 Conversion /Comments ELEVATION + 10.78' RESIDENTIAL to obtain flood insurance. 13.2 N/A N /A. N /A. 11.39 11.46 ® feet ❑ meters (Puerto Rico only) 11.58 ►,t 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. License Number 5526 Company Name AFA & COMPANY, INC. Address 13050 SOU Jki 3 .133 COURT City MIAMI State FL ZIP Code 33186 SignatUt®- "'-! Date 02 -09 -2009 Telephone 305.234.0588 FEMA Form 81 -31, February 2006 See reverse side for continuation. )3(. For Insurance Company Use: Policy Number :.. , Lin MA WO MI ow .. ber Horizontal A9. For a building with an attached garage, provide: a) Square footage of attached garage N/A sq 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 1 -A30, AR/AH, AR/ O. Complete Items SUt3.tr_CT - PK511l 5 i "nR6F PPfiPlP@ ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ® feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) OMB No. 1660 -0008 Expires February 28, 2009 g4 Datum: ❑ NAD 1927 ® NAD 1983 No sq in Replaces all previous editions s For Insurance Company Use: Policy Number Company NAIC Number IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 SECTION D - SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD + 10.51' ; F.F ADDITION ELEVATION + 13.23' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) 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. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and /or equipment servicing the building is _ _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. 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 Owners or Owner's Authorized Representative's Name Address Signature Comments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this!,Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: Local Official's Name Community Name Signature Comments FEMA Form 81 - 31, February 2006 C2.e) A/C SLAB ELEVATION + 11.39' ; SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION ii City Date Telephone ❑ feet ❑ meters (PR) Datum Title Telephone Date State ZIP Code ❑ Check here if attachments ❑ Check here if attachments Replaces all previous editions Bu Iding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 islORTHEAS7 110 STREET City MIAMI S State FL ZIP Code 33161 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" Find "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. Building Photographs See Instructions for Item A6. For Insurance Company Use: Policy Number Company NAIC: Number City MIAMI S 10RES State FL ZIP Code 3 ::161 13uilcHng Photographs Continuation Page Building Streit Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET If submitting more photographs than will fit on the preceding page, affix the additional photog photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" an RIGHT SIDE VIEW For Insurance Compa.ny Use: Policy Number Company NAIC Number raphs below. Identify all "Left Side View." AON ° 1 Passed 914 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 11/03/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Adaress: 62 110 Street NE Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments Friday, October 31, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 40\1 0 it 20N Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-77309. All ok except tie in to existing structure. NB Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 11/03/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Contractor: ORONI INC Building Department Comments Friday, October 31, 2008 Miami Shores, FL 33161- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 .. . Inspection Date: 11/05/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Tuesday, November 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 ® � 0 0 Passed 0 /4/ 6- J� Inspector Comments CREATED AS REINSPECTION FOR INSP- 77308. CC All doors and windows must be installed. NB �y Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until .. . Inspection Date: 11/05/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Tuesday, November 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 r Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Wednesday, October 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 `LO Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until r Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Wednesday, October 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window Door Attachment Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 Project: <NONE> Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments Wednesday, October 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 Passed 4 Inspector Comments CC U• - WI Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Project: <NONE> Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Contractor: ORONI INC Building Department Comments Wednesday, October 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Wednesday, October 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 Passed Inspector Comments cc Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/09/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Wednesday, October 8, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 PL WORK FOR ADDITI N V j C—.)-'..-' OCT 0 3 2000 Passed , Ins Comments /, J , I Failed _! Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 09/22/2008 Inspector: Levrock, James Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: NELMAR PLUMBING INC Building Department Comments Friday, September 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: x-414 Phone Number Permit Type: Plumbing - Residential ' Inspection Type: Top Out Work Classification: Addition /Alteration Parcel Number 1121360040370 Lot: Phone: (305) 261 -3942 Page 2 of 2 MC WORK FOR ADDITION Q----) 9 /2- l'eis Passed Inspector Comments C r par I�ti„,,, �j `— � TO Vt L -' t V ) U 66->r AAA) Failed a Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until 1 lb. Inspection Date: 09/22/2008 Inspector: Perez, JanPierre Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Miami Shores, FL 33161- Contractor: A & G MECHANICAL Building Department Comments Friday, September 19, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 064. 4 1 I b Block: Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number Parcel Number 1121360040370 Lot: Phone: (305)446 -1931 Page 2 of 2 ELECTRICAL WORK FOR ADDITION Passed Inspector Comments / X c9/79g Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until f:TxyM.S: Inspection Date: 10/03/2008 Inspector: Devaney, Michael Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ATLANTIS ELECTRICAL CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: -• 41+ Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number Parcel Number 1121360040370 Lot: Phone: (305) 551 -4043 Thursday, October 2, 2008 Page 2of2 h s e. bo Inspection Date: 10/08/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Tuesday, October 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 0 0 Passed / /41 Inspector Comments et It IS e>kze ¢ 11., GKi 64'0 w4-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until h s e. bo Inspection Date: 10/08/2008 Inspector: Bruhn, Norman Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Tuesday, October 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 MC WORK FOR ADDITION ‘ ? : 1 9 t 2 6 2 A ) Passed Inspector Comments r/..4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until t Pet Inspection Date: 09/29/2008 Inspector: Perez, JanPierre Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: A & G MECHANICAL Building Department Comments Wednesday, September 24, 2008 Inspection Worksheet Miami Shores Village I p s c 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number O414 Parcel Number 1121360040370 Lot: Phone: (305)446 -1931 Page 2 of 2 ROOF FOR ADDITION n A \ Passed Inspector Comments 11'i ‹.-- Po ty Po A--41 X. . Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until ( i 7 it czk Inspection Date: 10/14/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Comments Friday, October 10, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: :•:•:•••• •••:1*if Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1121360040370 Lot: Phone: 305-688-9550 Page 2 of 2 M I A M I•DADE BUILDING CODE COMPLIANCE 0 PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane :•:one of the Florida Building Code. DESCRIPTION: Spanish `S' Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #02- 1205,07 and consists of pages T through' 5. TFhe®sii mitt umentation was reviewed by Alex Tigers. -9 DEPT �(,L SUBJECT TO COMPLIANCE WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS BY: -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1 NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofmg Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Spanish `S' Concrete Roof Tile, as manufactured by Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile Spanish 'S' Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 1 =18" w= 10 -1/2" min 3 /a" thick 1 = varies w = varies varying thickness 7161 -03 Appendix III 7161 -03 Appendix II P0647 -01 PO402 94 -084 94 -083 25- 7183 -4 TAS 112 TAS 112 Product Description High profile, interlocking, one- piece, 'S' shaped, high- pressure extruded concrete roof tile equipped with two nail holes. For direct deck nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Date Dec. 1991 Dec. 1991 Aug. 1994 Sept. 1993 May 1994 April 1994 Feb. 1995 NOA No.: 07. 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. Redland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 3. LIMITATIONS Test Identifier 25- 7214 -3 Letter Dated Aug. 1, 1994 Project No. 307025 ' Test #MDC -78 13343.1 520111 -3 520191 -2 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Wal ker Engineering, Inc. Calculations Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Physical Properties TAS 112 Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment Due to Gravity Two Patty Adhesive Set System Date March, 1995 Aug. 1994 Oct. 1994 June 2007 Dec. 1998 March 1999 Oct 2007 February 1996 April 1996 December 1996 March 1995 August 2007 April 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 Monier Lifetile Spanish `S' Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07. 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 3 of 6 Table 4: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Monier Lifetile Spanish 'S' Tile 2-10 Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 . #8 Screw 20.7 20.7 2 . #8 Screws 43.2 . 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 Table 3: Restoring 3 ":12" Moments due 4 ":12" to Gravity - M 5 ":12" (ft-Ibf) 6 ":12" 7 ":12" or greater Tile Profile 2 ":12" Monier Lifetile Spanish 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.87 N/A 6.78 N/A 6.67 N/A 6.52 N/A 6.34 N/A 6.16 Table 6: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Adhesive 29.3 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -1(ft) Width -w (ft) Monier Lifetile Spanish 'S' Tile 9.64 1.5 0.865 Table 2: Aerodynamic Mult pliers - X (ft Tile Profile X (ft 3 ) Direct Deck Application Monier Lifetile Spanish 'S' Tile 0.263 NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 4 of 6 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Single Patty Adhesive Set Systems • Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Spanish 'S' Tile Polyfoam PolyProT"° 66.5' 38.7" Polyfoam PolyProTM 3 Large paddy placement of 63grams of PolyProTM. 4 Medium paddy placement of 24grams of PolyProTM. Table 8: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Spanish 'S' Tile Mortar Set 24.5 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or 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 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MONIERLIFETILE LLC, SPANISH `S' TILE (BOOA RATON, FL PLANT) LOCATED UNDERNEATH TILE NOA No.: 07- 1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 5 of 6 PROFILE DRAWINGS MONIER LIFETILE SPANISH 'S' CONCRETE ROOF TILE .■D OF THIS ACCEPTANCE NOA No.: 07.1023.09 Expiration Date: 01/02/13 Approval Date: 12/27/07 Page 6 of 6 BUILDING PERMIT APPLICATION FBC 2004 Job Address (where the work is being done) 62, t e 110 S FOLIO / PARCEL # 11 2.3 CCM — 0;70 Is Building Historically Designated YES NO ami Shores Village ilding Department _= 2 ?h18 g p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Li y: Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ' °'1 °4 "69S Master Permit No. ®(j °' 14 Contractor's Company Name M I NI ®t\l e, Phone # ?OS Gef3 -S5 C Contractor's Address City N1(G�y State Zip Qualifier Name ca ‘G ( Phone # City Miami Shores Village County Miami -Dade Zip % b State Certificate or Registration No. Certificate of Competency No. 4:111 boco2a, Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) ¥f( (r uk. Phone # Owner's Address 62 NE U0 &' City 1/4 141 UYMl re State FL Zip 3I G Tenant/Lessee Name Phone # Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ( ISM o-I- ciAte, NOA r** * * * * * ****** * ****,r**,t*, *** * * **** ** *F * * **** ** * *** *, **** ******* ** * ***** ****** ** *** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I� the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Sign: Sign: Print: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) 9 Signature Signature /[ �j� v. i Owner or Agent The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this'— day of ,20 , by , day of Se ,2046 , who is personally known to me or who has produced who is personally known to me or who has produced NOTARY PUSLI l i FLORIDA As identification and who. did take an oath. , ' nand who did take an oath. DD766456 NOTARY PUBLIC: N �'.' -' `., ' �� t 10 2012 a iigititillift If Wit My Commission Expires: Co tractor Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores , FL 33138 -0000 Phone: (305)795 -2204 Project Address Parcel Number 62 NE 110 Street 1121360040370 Miami Shores, FL 33161- Block: Lot: Owner In1Qrm tion Address Phone Cell 62 NE 110 ST MIAMI SHORES FL 33161 -7044 FRANCISCO PAULA Contractor(s) Phone ALL IN ONE PROPERTY SERVICES IN 305- 688 -9550 Cell Phone Type of Work: Re Roof Additional Info: Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $9.60 $3.20 $250.00 $9.00 $6.25 $278.05 Building Department Copy Authorized Signature: Owner / Applicant / Contractor / Agent Tuesday, June 24, 2008 Total $ 0.00 $ 0.00 Payment Type : Amt Paid I Amt Due $ 0.00 11 )) JUN 2 4 2008 c. J RAM MIAMI SHORES ALAI* Valuation: Total Sq Feet: June 24, 2008 Date . ifi�i .Y.4:exrn;:i!F!,:7xfk!.Y.•::�f". Expiration: 12/20/2008 Applicant FRANCISCO PAULA $ 16,000.00 Available Inspections: 700 Inspection Type : Tin Cap Up Lift Report Hot Mop Tile In Progress Final Roof Nailing Affidavit In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants , or employes . I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . Futhermore , I authorize the above -named contractor to do the work stated . 1 BIII To I FRANCISCO PAULA 62NE110ST MIAMI SHORES, FL 33161 -7044 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 09/30/2008 09/30/2008 Fee Name Revision Fee Scanning Fee Tuesday, September 30, 2008 if5) Li SEP 3 0 3 4 A CAS MIAMI SHORES VILLAGE Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RF -9 -08 -32964 Invoice Date: September 30, 2008 Permit Number: RF-4 -08-695 Fee Type Calculated Calculated Fee Amount $30.00 $6.00 Total Fees Due: $36.00 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Value of Work For this Permit $ Type •ddition Describe Wort(:; Training/Education Fee $ '3'20 Scanning $ C t •CID Radon $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEnTr- esrr APhg Electrical Owner's Name (Fee Simple Titleholder) - IrGhUxo MO I G Phone # Owner's Address 61 t' 6 no &I-- City PlCMg finettsc State FL Tenant/Lessee Name Phone # Job Address (where the work is being done) 62 1A1 C 1 Q 0 54 City Miami Shores Village County Miami -Dade Zip 3 b 1 FOLIO / PARCEL # 1 i " 2 — OCi-i -0370 Is Building Historically Designated YES NO ‘/ Contractor's Company Name t Phone # Contractor's Address 612 '50 I� W ` A- , City A k A ..A State '7� _ Zip 331 Qualifier Name O Phone # (360 - 76,6-5 State Certificate or Registration No3 15 Certificate of Competency No. i Q B )O 2® f Architect/Engineer's Name (if applicable) Phone # \,..,),A. ((11 19/- Submittal Fee $ Permit Fee $ 25d Bond $ Code Enfo Structural Review. $ JtCt'1 -3� MIAMI SHORES VILLAGE Permit No. fif 01 -6q3 Master Permit No. Plumbing Mechanical Zip 33161 near Footage Of Work: uble Fee $ ❑ Repair y' eplaee d eVi / CCF $ 0 1. -Ce0 CO /CC Technology Fee $ (2'2 Zoning $ Total Fee Now Due $ 276C See Reverse side -* ?coo ❑ Demolition oe 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 Jp 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 `Frq /d , 20 Oct , by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission Expires: ************•***************************************** * * * * * * * * * * * ** * * * * * * * * * * * * * * * *** My Commissio Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. • as identification and who did take an oath. NOTARY PUBLIC-STATE OF FLORIDA Nancy Iglesias Comission # DD535535 MAY 13, 2010 goading Cm Urge Signature ./ ( ein Contractor The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced NOTARY PUBLIC: NOTARY PUBLIC-STATE OF 0 • 1 -. Commission #DD766456 fires: 2012 Plans Examiner Engineer Zoning High Velocity Hurricane Lame UniformRoofing Permit Ap MIAllla-alD GOWNfl aunji1Ng ElVelpENT ELECTRONIC � '* Section A (General Information) Master Permit No. Process No. • __ .._.._ ._ _... �. • • • • • ••• •-• 1 • • • Contractor's Name: • • .lob Address: •« r.• • °-•- . •-•••• • -� ALL - l E g Low Slope Asphaltic Shingles Prescriptive BUR -RAS 150 • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • Other: • •• • • • • ••• Roof Category Mechanically Fastened Tile Metal Panel /Shingles Roof Type X New Roof '--- Re- Roofing r Recovering I Repair Maintenance Are there Gas Vent Stacks located on the roof? i Yes ?No If yes, what type? F Natural r LPGX Roof System Information Low slope roof area (ft. 1 %O® Steep Sloped area (ft.2) X Section B (Roof Plan) 1 9 2 PE 1 1 0 sre NVIortar/Adhesive Set Tile r Wood Shingles /Shakes Total (ft. - TOO Page 1 of 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): Corner Size (a' x a'): 1 fi ._ t Page 2 :Kerr . I SUBJECT TO COMPIJANC'` WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS http : / /www.co.miami =• a•e. us 1 - -- •-ROOFING _PERMITING /PERMIT_APP_SECTI... 3/2 System Manufacturer: ko C NOANo: ®epos l Design Wind Pressures, From RAS 128 or Calculations: Pmax1:1 ' � Pmax 2: ( -13-7- 3 Pmax3: 1 High Velocity Hutrican2on� U re niform.Roofing Permit Application Form MIAMI- DADE40111NtY B Dt FrAttIVIENT ELECTRONIC APPLICATION 1 — 131 -4 •aett;on'CILoWS14ped Roof System) Fill in the SpecificFoo mtb 4ssety cor»ponents and Identify Manufacturer •nf a•cemponerrt is•ttobused, identify as "NA ") Maximum Design Pressure, From the Specific NOA System: ;, —4p0 0 Deck type:15 /8" Plywood * These decks require a fastener pull test by an approved test Iabratory Other Deck Type: Joist Spacing ............ . Slope: I 1 /1 = 1 2- Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fastener /Bonding Material: P/A Insulation Base Layer /Size & Thickness: PIA Base Insulation Fastener /Bonding Material: Top Insulation astener/Bonding Material: � � Insulation Top L yer /Size & Thickness: Pfr • • •• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• Wood Nailer: Drip Edge Material Type: Coping Metal: Top Ply: Page 3 o/A-- Base Sheet(s) & No. of Ply(s): 1 Pu? Base Sheet Fastener /Bonding Material: ,/� it.t o (+®i r IN' 7frf6 4!►r`+-Nf+ Ply Sheet(s) No. of Ply(s): PL su PLC S t4o7 Incaorb Ply Sheet Fastener /Bonding Material: 14 MOp Drip Edge Size & Gauge: 13" face 26 ga. Galvinized Metal Hook Strip /Cleat gauge or weight: FA eel) 6140-7 Top Ply Fastening /Bonding Material: PEepi kb Surfacing: /LNo FASTENER SPACING FOR BASESHEET ATTACHMENT Fastener Type: r ... ._.. 1 1 /4' R.S. Nails Alternate Fasteners: N'A ` _ 1. Field: 1 4 " o/c @ laps & rows @ i .. �' o/c 2. Perimeter: { 4 " o/c @ laps & poi rows @I 'p " o/c 3. Corners: : 4 " o/c @ laps & FT rows @ " o/c NUMBER F FASTENERS . p _R INSULATION BOARD Field: Perimeter: f.m.� 1- Corner: -- Page 1 of 1 http: / /www.co.miami- dade.fl.us /BLDG/ ROOFING _PERMITING /SECTION_C_4.HTML 3/26/2004 • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• High Velocity tigriigape one yr;it. rni•Roofing Permit Application Form MIAMI- DADECOW4TY BVILQ1NG DEI?AI4TMENT ELECTRONIC APPLICATION • • ••• • Illustrate Components Noted an; Detaile•as•Applicable: Woodblocking, Gutter, Edge Terrr in:14ions /itr • pinifFlas+ipg, Continuous Cleat, Cant Strip, Base Flashing,Counterflashing, Copi4g•Etc: ••• ; ; :.• ••• Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Or: S bmit Manufacturers Details that Comply with RAS -111 and Chapter 16. A ' 16-r «oPPb"). l &dr ,42PPtb Page 3a Panto et. Weil Height Ft. M Bari Roof Height fiti Page 1 of 1 http: / /www.co.miami- dade.fl.us/ BLDG /ROOFING_PERMITING /SECTION_C 4_2.HTML 3/26/2004 • • • • • • r •—•-•-•—•-•------ Roof System Manufacturer: I 1 12i-AY OCEdr- Notice of Acceptance Number: 1 07-01? 19 . oS Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): r - --- -- P 1 : i 7_0 P 2:1 2e.. V P 3: I Og- ei Maximum Design Wind Pressures, (From the PCA Specific system): ECITT • • • • • • • • • • • • • • • • • „ Roof Slope: /12 Perimeter Width: p ft • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • High Velocity Hfarticane2one Uttithetrf Roofing Permit Application Form MIAMI-DADgdOthiTY ViJJLPING dEPARtNIENT ELECTRONIC APPLICATION Roof Mean Height: r ja-r Ridge Ventilation: earap()ObS Garr Method of Tile Attachment FN/A ...... - Alternate Tile Attachment Method: pit 14 - Clip Spacing for Metal Roof Panels Field: 41/ Perimeters: n:4 A- Corners: :saction (sWp SIbped Roof System) • ••• • • • • •• • Sloped System Description Page 4 Deck Type: WRYWTOOT:37- Alternate Deck Type: 1 P F —..............— Underlayment type: Page 1 of 1 1 liSr( D??4 itleF Insulation/Fire Barrier Board: Optional Nairable Substrate: 1 , Fasteners: 1 II 1 ePg a5, 1 Cap Sheet Type/Adhesive Type: 1 AG 24.1q *Ro Roof Covering: 4 S 11- itvf - el Roof Covering Attachment Method: '- RAATOOP .9°- PIAVESNe Ailitea Drip Edge Size & Gauge:' ; face 26 ga. Drip Edge Material Type: T 1v1n1zed Metal zj Drip Edge Fastener Type: )1 I 11 it 0 .0 51466., Hook Strip/Cleat ga. or weight: FATE http://www.co.miami-dade.ifus/BLDG/ROOFING_PERMITING/SECTION_D_3.HTML 3/26/2004 Mean Ro• eight in Feet 15' 20' 25' .1' 40' Roof Slope 1 4 1 1 2:12 34. • ...5 38.2 39.7 42.2 3:12 .2 34. 36.0 37.4 39.8 4:12 30.4 32.2 3 . 35.1 37.3 5:1 28.4 30.1 31.6 3 .: 34.9 6:12 26.4 28.0 29.4 30.5 3 ' 4 7:12 24.4 25.9 27.1 28.2 30.0 ti Required Moment • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• High Velocity liurrEcorte .4orie Jnifbrna'Roofing Permit Application Form MIAMI -DADE cQU'Wf Y BUILD;VJIGb4PARt!IENT ELECTRONIC APPLICATION •• • • • •• ••• •• '. :'S�c iczI •E:t`Tile palculations) • •• • • : • • ••• •• For Moment based tile systems, chose either Method 1 or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than 'or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" P 1:147.47 x A . 2 - Mg: 1 546 = Mr1: 0. f NOA Mf: P 2 00 P x - Mg: i 5 $91 = Mr1: 1 Z1 1 NOA Mf: P 3: Icp. & x A - Mg: 5.109 = Mr1: i i. .d NOA Mf• 6/3 e 1 Method 2 "Simplified Tile Calculation Per Table Below" Resistance (Mr) From the Table Below: Mr Required Moment Resistance* *This able must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 OA Mf: Page 1 of 1 http: / /www.co.miami- dade.fl.us/ BLDG / ROOFING _PERMITING /SECTION_E_3.HTM 3/26/2004 sgcrjcg,1524 HIGH VELOCITY HURRIC;f��.l1i's zpNtsICEQgIIED OWNERS NOTIFICATION FOR ROOFING • • • ZO1�1SIliEI$A.TIONS • ...... • .... 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, aric%tg to the Tyres thE•content of this section.. The provisions of Chapter 15 of the Florida Building Cdd&, BI4ldinJgoyern the ryii in:um requirements and standards of the industry for roofing system installations. Additionalrrttre followfing Items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. • •• •• ••• Aesthetics- \Vorkmar►ship: e\vor l►ip provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). fl 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. i 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. - 7. 'Ventilation: Most roof structures should have some natural ventilation shall not interior of the structural assembly (the building itself!). existing amount of attic reduced. It may be beneficial to consider additional venting which can result in extending the service life of the - roof. O ner's/Agent's Signature Date CnoocumC •IkoseLOCALS•PTINAS¢CTIO\ $ff441ot /Or / vt or's Signatu r • • • ••. • •• •. • • • • • • • • • • • • ••• • • • • • • • • • • BUILDING CODE COMPLIANrCOrFirt (fE'CO),, • PRODUCT CONTROL DIVISIQN• •• • • • • ••• • NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. • • • • • • • 11715 Boudreaux Road • • • Tomball, TX 77375 • • • • • • • . • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • .• •• • • • • • 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 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 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. BCCO reserves 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 there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05110/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBV •; • • • • • • Category: : : Rcitfrng . . • • . : . Sub Category: 1 •" Roof tile6lhesive ••• •. • Materials: Polyurethane SCOPE: This approves Polypro® AHC6Q riantflittituld by Pllyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where tie 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 Dimensions Test Specifications Polypro®AH160 N/A TAS 101 Foampro® RTF 1000 ProPack ®30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength • Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content • • • •• • •• •• • • • • • • • • • • • • • •• • • • • • • • • • •• • • •• • • • •• •• • N/A N/A Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • • • • • •• •• • • • • • • • • • • • • •• Product Description Two component polyurethane foam adhesive Dispensing Equipment 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. Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2of7 1. EVIDENCE SUBMI1TT.D: LIMITATIONS: • • • .. • .. • . • • • • • • • • • • • • • •.. • • • • • • • .. . • • . • • Test Agency :: ••: es�t Idenl figr; •; Center for Applied Engineering' • • • x#94 -060' 257818 -1PA • • • 3$7438.3 •• • •• ? • i 5.948 -4 •• • • • 2 V - 7 4 J$a ••' 25 -7492 Miles Laboratories NB -589 -631 Polymers Division . •• Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services F'= 2 MS W 9637 -92 • .. •• • • • • • • • • • •. • ... • •• • • • • • 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Naive /Report TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 Date 04/08/94 12/16/96 10/25/95 11 /02/95 12/12/95 02/01/94 ASTM E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 TAS 101 11/16/94 01/16/95 03/14/96 TAS 101 10/23/98 TAS 101 12/28/98 03/02/99 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 underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AFI160 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. F : NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • ••• • • •• •• • • • •. • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • •• INSTALLATION: 1. Polypro® AH160 t l be ud4ith any roog'tgea.gembly having a current NOA that Lists uplift wwit , resistance values e ofi'oly 4.Ic or. 2. Polypro® AH160 shall be'applittl'incompliaflce nth the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AJi1 shall pravidessu#'figi!ent attachment resistance, expressed as an uplift based system, to meelor e�e�ec the NAft,esist ce determined in compliance with Miami -Dade County Roofing Appliri at 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® AH160 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® AH160 shall not be exposed permanently to sunlight, 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® A11160 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 Barrel) Flat, Low, High Profiles Flat, Low, High Profiles Placement Detail #1 #1 #2 #3 Single Paddy Weight Min. (grams) 35 17 /side on cap and 34 /pan 24 Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • •.• • • •• •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • • • ADHESIVE PLACEMENT DETAIL 1 •'• • •. • SINGLE PATTY • • • • • • • • ••• • • • . . . Nail through plastic cement • Paddy (Beneath Underlaymeni Eave Closure • • •• ••• • • •• • • • • • • • ••• • • Fascia Eave course only: Keep adhesive approx. 41n. up from weepholes • • • • • • • • . . Nat through plastic cement Underlayment 101n. Eave Course Eave course only: Keep adhesive approx. 4 In up from weepholes Paddy (Beneath 13e) Fascia Weephole Eave closure Drip edge 1) Place enough adhesive to achieve 17 to 23 square Inches In contact with the pan the 2) Tum covers upside down. Place adhesive 112 To 1 In. From outside edge of cover tile. Then install the tile. Underlayment Remov lop portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave line. Eave closure (mortar shown) Weephole Fascia Bo Optional 2x4's for steep pitch appiicattons Nall through plastic cement Optional Pohd•up Mortar on longitudinal edges oldie Sheathing NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page5of7 • • ••• • • • ••• •• .• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • ADIIESIVE PLACEMENT DETAIL 2 .: * SNGLE FA • • . ••. :: 1TTv • • • • • • • • • • • • • ••• •• • • • • •• ••• •• • • . • • • • • • • • • Nail through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Eave Closure :Nall through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 •• •p • •• ••• • • :(between !tier • • • • • • • • • •• • • • • • • • • • •• • caddy • ••• (under tile) Nail through plastic cement t x3 in. Single paddy on under- layment Single paddy on top of the Single paddy under tile • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 • •• • • ••DOU8 • • • • • •• • • • • • • • • • • • • • • • • • Eave course 2 in. X 7 in. medium size paddy eave Fascia course only fRthrough plastic cement • Uniprlayment Single paddy on under. layment ✓ 3 in. x 3 in. 4 in. Single paddy on top of tile Eave Course Nail through plastic cement 3 in. x 3 In. Single paddy on underlayment Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile Eave Closure 2 in. x 7 In. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE Single paddy under tile Single paddy between tile 2 In. x 1 in. medium size paddy eave course only NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 7 of 7 Fascia Weephole Eave closure Drip edge FROM (MON)MAR 17 2008 14:57/ST.14:50/No.6802286938 P 1 • .• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • . • • • • • • . • ••• • • • • ••• • ••• •• • • • • • • • • • • ••• • • • • BUILDING OAL P1fi�NCEit1Fi+'ire ' (liEICO) • • • • C Ct1M PRODUCT CONTROL DIVISION IA M i DADE NOTICE OF ACLt i'r • • • • • _.• ••• •• J • • • Clay Forever, LLC • • 6801 NW r Avenue • • • • • • • • • • • • Miami, FL 33166 • • • • • • • • • MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAMER BUII DINO 140 WEST FLAMER STREET, sun 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX•(303) 3752908 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 AM 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 '::rein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Altusa "S" Clay Roof Tile 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. Failule 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. INSPECFIONi 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 renews NOA #06-070609 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. NOA No.: O7- 0919.O5 Expiration Date: 1.2/16112 Approval Date: 12/20/07 Page 1 of7 • • . • .•• . • ROOFING ASSEI I r!1 RQVAZ, : : • • • • • •.. • • • • • Category: • koo • • • g Sub- Category: Roofing Tiles Material: •• xryct, • •• ••• •• • • • • • • 1. SCOPE • • This renews roofmg system using Musa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2, PRODUCT DESCRIPTION Mahufaeturesl bo, Applicant Altusa One Piece Tile Trim Pieces Clip Clip • • •• •• ••• • • The Center for Applied Engineering, Inc. Celotex Corporadon Testing ••• • • •. • .. • ..• • • • ... . . Dimensions L =18'" W = 10.5" 1" thick nominal 3.25" high Length; varies Width: varies varying thickness L = 6" D.0.125" L &h = 2" W 1/2" 0.05" thick 2.1 SUBMITTED EVIDENCE: Tit .�eucv IBA Consultants, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Faginceriing, Inc. • . . • . • .. • • • • . • • ▪ • • •• • •. • •. • Test ' Specifications TAS 112 TAS 112 Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. TAS 114 Tile clip TAS 114 L Shaped tile clip Test Identifier 2397 -116 94-083 94-084 25- 7200 -1 Project No. 307025 Test #MDC -78 MTS 520649 (MON) MAR 17 2008 14:57/ST. 14 : 50 /No. 6802286938 P 2 Product Descrintion High profile clay roof tile. For direct deck or batten nail -on, mortar set or adhesive set applications with minimal headlap of 2-A" Test None/Report Ala ASTM C 1167 06/28/07 Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) Static Uplift Testing Feb. 1995 TAS 102 (Quick -Drive Screws, Battens) Wind Driven Rain ' Oct. 1994 TAS 100 TAS 102(A) May 2000 NOA No.: 07.0919.05 Expiration Dater 12/16/12 Approval Date: 12120/07 Pap 2 of 7 FROM (MON)MAR 17 2008 14:57/ST.14:50/No.8802286938 P 3 Redland Technologies Redland Technologies Redland Technologies Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • .. • • • • • • • • Ten Airkv PRT Asphalt T eeinec3legy , c, Redland Technologies Redland Technologies : • • • • • ... • • .. .. • • ... • • • • • • • • . ... • • UMW •:•:02-06W01 7161 -03; Appendix 111 •• •• • 2161 -03 Appendix 11 • Letter Dated Aug. 1, 1994 F0631 -01 PO402 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculation Test Name/141 art TAS 102 TAS 102 Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Aerodynamic multiplier 25 -7183 25-7094 25 -7496 25-7584 25- 78046 -8 25-7804-4 & 5 25- 7848 -6 ads October 2001 Dec. 1991 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 March 1999 March 1995 February 1996 April 1996 December 1996 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesiv•• set tile applications, a static field uplift test shall be performed in accordance with RAS .106. 3.3 Applicant shall retain the services of a M ami- -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum tmderlaynient shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 'Altusa One Piece S' Clay Roof Tile and its components shall be Installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations NOA No.: 07- 0919.05 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 - ante 4: Attachment Resistance Expressed 80 a Moment - Mr (t -Ibf) for Nall -On stems Fastener Type Direst Deck itlireaGt [neck (Min 15/32" (Min. 19133" plywood) plywood) Battens 2 - 10 Rio • Shank Nails 28 41 - - 19.4 1 -1(id Smooth or Screw 5.1 6.8 2.8 Shank Nall 2 -10d Smkapth ar Screw t:.9 9,2 7.3 Shank Nats 1 .#8 Screw 28,7 25.7 N/A 2 . #8 Screws 58.2 58.2 26.8 1 -lOd Smaotll or Screw 23.1 23.1 19.0 Shank Nall Field G llp) • 1 -10d Smooth or Screw 29.3 29.3 24.0 $hank M1lail have CI ' 2 -10d Smooth ar Screw 27.6 27.6 38.6 Shank Naas (Meld Clip) 2 - 1{)d SmGidll or Screw $hank Nails Eays C 1,. 38.1 38.1 41.8 1 Screw with Aitu Cli S ea cli dati�ile 1 Screw with clip (at the head of tile) 187.1 187.1 N/A 1 Screw with clip (at the water course of tile) 35.2 35.2 J N/A ) lost =_led in the inside nail hole located nearest to the hump of Motile. FROM 1 Musa '6' Tile } 1. Screw must Tile Profile Altus 'S' 1110 Tile Profile Altusa'6' Tile Altura U$ Tile Altura 1110 Battens 4,47 • • ••• • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• . • ••• • • R - • • • • • • • Niel' :1ver &g i�h$ (V1) and Dimensions (I x w ) Ti le P ye - _ ' • • Tile Profile Direct Deck 525 • Welght-W'(Ibf) - Musa `8'Tile • • :• 0A- : '--- • ••• • • • • T • (MON) MAR 17 2008 14:58/ST . 14 : 50 /No. 6802286938 P 4 • ab e , = Mimic Multi I les - A Table 3: Restorin • Moments due to Gravity - IIA (ft Ibf 3": 12" 4 ": 12" 5°:12" 6": 12" or less B Direct Deck Battens Battens Direct Deck 4.40 527 4,31 5.16 Length -1(ft) 1.52 Battens Direct Deck 4.20 5.03_ 4.08 Width-w (ft) 0.875 7 ":12" or greater Battens Direct Dock 4.89 NOA No.: 674919.05 Expiration Date: 12/16/12 Approval Dates 32120/07 Page 4 oil FROM • • • ••• • • Tale S ¢ chtbenfRel1 • pc, expressed as a Moment Mt (ft -Ibf) • - •_ • 16; o Pali Adhesive Set Stems Tile Tile Application Minimum Attachment Profile _ , • ... .. Resistance Altus 'S' Tile • • • Adhesive — - . 29 3' L. Sae manufaotu , n ; :.. ro 5 0 stallallen re : ulraments. 3 Flexible Products Cempaaty liteilondAOe gilt per patty 10,7 Brame. Polyfoam Product inc. Average weight per Ratty 9 drams. Tile Profile Musa '8' Tile Po oam PolyProm 4 Lar a lacement of 63 mew of POI PO 6 MMedlum paddy piaoemen of 24 grams of PotvProTN. 5. Tile Profile Musa 'S' TIIa • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • • • • • ••• • • • • ••• (MON) MAR 17 2008 14:58/ST. 14 : 50 /No. 6802286938 P 5 Table 7: Attachment Resistance Exptessed as a Moment - Mt (ft -Ibf) for Sin le P Adhesive Set 5 stems Table 8: Attachment Resistance Expressed as a Moment - M,(ft -Ibf) for Mortar Set Systems Tile Application Set' Attachment Resistance 24.50 LABELING All tiles shall bear the imprint or identifiable marking of the manufacture's name or logo, or following statement: "Miami Dade County Product Control Approved". * 7I► * ALTLI,SA MADE IN VEVQUELA �C 7IC 7IC IDENTIFICATION MARK FOR AI.TUSA `S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 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 Any other docents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07-0919.05 Expiration Date :12116/12 Approval Date : 17120/07 Page 5 or7 • • ••• • • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • ••• • • •.. • • ••• • • • • ••• • • • • • • • • • • • •' PRO)1LgI AWJNGs • • • • &.TUSA `' CLAY ROOF TILE CUP DETAILS (MONO MAR 17 2008 14:58/ST. 14 : 50 /No. 6802286938 P 6 CLIP NOA No.: 07- 0919.05 Eaplration Date: 12/16/12 Approval Dates 12120/07 Page 6 oil FROM SCREW (HOW w• •w weeww w� SCREW Q4OLDS CIJP oNTO DECRj • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • •.. •. .€ PiTi1LS (DON'T) • • • • • • • • • • • • ••• • • • °SPANISH S° TILE BY ALTURA • WOW* P1H • • • • HOLE): • • • • • . • __� •• • • • • NON) MAR 17 2008 14:58/ST. 14 : 50 /No. 6802286938 P 7 ENO OF THIS ACCEPTANCE SCREW IN THE HARM NALL NOR.! NEAREST TO The HUMP OF THE TLLE CLIP PLACEMENT DETAR 1 114' 1 we W4• DECK DECK GALVANMze0 METAL CUP 2 ttrSCREW NOA No.; 07.0919.05 Expiration Dates 12/16/12 Approval Dote 12120/07 Page 7or/ • •• • • • • • • • • • • • • • • • • ••. • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) • • PRODUCT CONTROL DIM e N • • • • • • NOTICE OF ACCEPTANCEINVA) Tamko Building Products, Inc. • • • • • P.O. Box 1404 Joplin, MO 6 :: 01 • •• • • • • • •• • • • • • • • • • • • • • • •• • • • ••• • • • • • :: • . • NIIAMI DADE COUNTY, FLORIDA • .METRO DADE FLAOT.ER BUILDING • 110 OEST PLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (303) 375 -2906 •• • •• ••••• • • •• • • ••• • • • • •• • •• 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 (AIIJ). This NOA shall not be valid after the expiration date stated below. The Miami -bade 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: TAMKO BUR Roofing System over Wood Deck LABR:i , ING: 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 tamtinate 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 and revises NOA No. 01- 0830.07 and consists of pages 1 through 20. The submitted documentation was reviewed by Jorge L. Ace • N A No.: 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 1 of 20 10/18/08 15:09 FAX 3053728339 Insulation Fastener • • • • 1 ast4$1ng, • • Base Laver Tvne • . :.: ate,' • • • Approved Type(s): Multi -Max • • • • • . Minimum: 1.5" x 4' x 8' DekFast S [ Minimum: 1.5" x 4' x 8' Tru -Fast S [4] Minimum: 1.5" x 4' x 8' Insulfixx S/P [4] Minimum: 1.5" x 4' x 8' Olympic S/P (4.) Minimum: 1.5" x 4' x 8' Roofgrip S/P (4) Minimum: 1.5" x 4' x 8' Ill) Insulfixx S/P [4] Minimum: 1.5" x 4' x 8' Olympic/G2 Plate [4] Approved Type(s): Ise 95+ Minimum: 1,4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1,4 "x3'x4' Minimum: 1.4 "x3'x4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Approved Type(s): Fesco Foam Minimum: 1.5" x 4' x 4' Dekfast S/P Minimum: 1.5" x 4' x 4' Tru-Fast S Minimum: 1.5" x 4' x 4' Minimum: 1.5 " x 4' x 4' Minimum: 1.5" x 4' x 4' Minimum: 1.5 "x4'x4' Minimum: 1.5" x 4' x 4' Approved Type(s): E'NRG'Y 2 Composite Minimum: 1.25" x 3' x 4' Dekfast S/P Minimum: 1.25" x 3' x 4' Tru -Fast S Minimum: 1.25" x 3' x 4' Minimum: 1.25" x 3' x 4' Minimum: 1.25" x 3' x 4' Minimum: 1.25" x 3' x 4' Minimum: 1.25" x 3' x 4' Minimum: 1.25" x 3' x 4' Approved Type(s): Iso 95+ Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: 1.4" x 3' x 4' Minimum: J .4" x 3' x 4' • • • • • • ••• •• •. • • • • •• • • • • • • • • • • • • • • • •.• • • • • • :ALnC • :cQDE P.0) .l AxCE • • •• • • • .. • • • • • Dekfast S Tru -Fast S Insulfixx S/P Olympic S/P Gripdek S/F Roofgrip S/1' Olympic /G2 Plate HD Insulfixx S/P Insulfixx S/P Olympic SIP Gripdek S/P Roofgrip S/P Olympic /G2 Plate Insulfixx S/P Olympic S/P Gripdek Roofgrip Olympic/G2 Plate HD Insulfxx S/P Composite Dekfast S/P Roofgrip S/P Tnsulfixx S/P liD Insulfixx S/P 'Tru -Fast S Olympic S/P Olympic /G2 Plate • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • [2] [ [ [ [2] [ [ [ • [3] [3] [ [ [3] [3] [ [ [ [2] [ [ [2] [2] [ [ (2] ( [2] [ [ •. • . .• • • Fasteners ?er Board • • 11 11 11 11 11 11 11 4 3 3 4 3 3 4 3 4 4 4 4 4 4 4 3 3 3 3 4 3 3 3 4 4 4 4 4 4 4 Fastener Degaz 1:2.9 ft? 1:2.9 ft. 1:2.9 ft. 1:2.9 ft.' 1:2.9 ft. 1:2.9 /2 1:2.9 ft. 1:3 ft. 1:4 ft. 1:4 ft? 1:3 ft? 1:4 ft. 1:4 ft? 1:3 ft? 1:4f? 1:4 ft. 1:4 ft.: 1:4 R 1:4 1 1:4 ft.' 1:4 ft. 1:4 R 1:4 ft. 1:4 ft. 1:41 1:4 ft. 1:3 ft? 1:41? 1:412 1:41? 1:3 t1? 1:3 ft? 1:3 ft? 1:3 ft. 1:3 1? 1:31 1:3 ft. NOA No.: 06- 0613.06 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 10 of 20 X002 �Vr •VV 40.Vr an. 40yVV1 ROOFING SYSTEM APPROVAL Ddigun Sub- Cateorv: Peck Tv Mtpdinkun Dcgtitm Prcsstre Fire Classificattent product Awaplan 170 FR Awaplan Premium FRTM pi;tnensioons Roll weight: 98 lbs.; 33' 11" x 39 3/ Awaplan 170Th Roll weight: 98 lbs.; 33' 11" x 39 3 /8 n Roll weight: 101 lbs.; 33' 11 "x39 3 / Awaplan PromiumTh Roll weight: 101 lbs.; 33' 11" x 39 • • •• • • • ••• •• • 00.1.44%.• • •.41.4. MAACK' L 1•91V%..1■ • • • • • • ,_• .a •.. • • • r.. • " • • • • • • • • • • • • • • ••• • • • • ••• • • • • • Awaplan Heat Roll weight: 96 Welding"( lbs.; 25' 5" x 39 34" Awaflex Roll weight: 76 lbs; 33' x 39 -3/8" • • ••• • • • • • •• •, • • •• Roofing ' • • • • • •' Built -up Rootu Wood -60 psf See General Limitation #1 • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •••• • • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test SD@giflcatj►n ASTM D 6164 Type 1 ASTM D 6164 Type I ASTM D 6164 Type II ASTM D6164 Type .II ASTM D 6164 Type Tl ASTM D 5147 •. • • •• • • • • •• •. • Product O4rindon A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g /m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. NOA No.: 06- 0613.06 Expiration Date: 08/23111 Approval Date: 09/07/06 Page 2 of 20 ar 1. -. vv - v . V • • •••V V V V I Y V V V Base -N -PI Versa-Base FR= • • ••• • • • ••• •• ••ualrv. •. • • • • • . .f _ ..._• •. • • —• —'•:• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • ,.- .. ,.; 1 qet Pimensipnx 5neelflcation; Awaflex FR Roll weight: 7611;sr, �is4 13 5i4' 33' x 39 -3/8" ; •.• Awaplan Versa- Roll weight: 100 ASTM D 6164 Smooth lbs. 33' 11" x 39 / Typo 1 Awaplan Versa -Flex Roll weight: 76 lbs; 33' 11" x 39 -3/8" Roll weight: 72 lbs.; 97.5' x 39 -3/8" Olass- 13aseem Roll weight: 72 lbs.; 97.5' x 39 -3/8" Tam -Capes Roll weight: 83 lbs.; 32' 11 "x 39- 3/8" Tam -Glass PremiumT"' Roll weight: 53 lbs.; 161' 9" x 39- 3/8" Tam -Ply IV=s Roll weight: 44 lbs.; 161' 9" x 39- 3/8" Type 43 Base Sheet Roll weight: 85 lbs.; 72' x 36" Vapor- ChanT Roll weight: 86 lbs.; 32' 11" x 39- 3/8" Roll weight: 60 lbs.; 48' 2" x 39- 3/8 • •• • • • • • ••• • • • • • • Test • •• • • • •. ASTM D 6164 Type II ASTM D 4601 ASTM D 4601 ASTM D 3909 ASTM D 2178 Type VI ASTM D 2178 Type IV ASTM D 2626 ASTM D 4897 Type II ASTM D 5147 • • • • • • • • • • • • • • • • • • • • Product Delprintlpn, tBS TR modified cap sheet constructed with a ;55gm /ma non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, • FR treated, and surfaced with ceramic granules for UV protection. A 180 g/m polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m nonwoven polyester reinforced SBS modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. NOA No.: 06-0613.06 Expiration Dates 08/23/11 Approval Date: 09/07/06 Page 3 of 20 4004 Pry Versa-Based Versa -Cap FR Tarn -Pro Primer Tam-Pro Fire Rated Roof Coating Tam -Pro Fibered Emulsion APPROVED INSULATIONS: Product Name ACFoam Composite ACFoam lI ConPearl GAF7 EMP Pennalite EnergyGuard Fiberboard Wood Fiberboard High Density Wood Fiberboard Perlite Insulation Board ENROY 2, ENERGY 3, PS1 -25 Fesco Board Structodeck, Structodek FS ptmgn its • • •• • • • ••• •• •wWu • •••✓.• 'dWV 14441 • • • .• ..,• _a •_• • r• •• • - • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • •• Roll weight 94 • lbs.; 48' 2" x 594-, • 3/8" Roll weight: 87 lbs.; 33' x 39 -3/8" 5 gallon 5 gallon 5 gallon • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • TM • $necifIi cation, �i8� i1I 11 6163 :T p : ASTM D 5147 ASTM D41 ASTM D2824, type Ul ASTM I)1227 Type 11 TABLE 2 Product Description • • Product jcriotton Isooyanurate Insulation with perlite facer Isocyanurate Insulation Expanded perlite mineral fiber Expanded mineral fiber Wood fiber board Regular wood fiber insulation High Density Wood Fiber insulation board. Perlite Insulation isocyanuratc Insulation, Rigld perlite roof insulation board. High Density Wood giber insulation board. Asp1i' t impregnated and coated glass fiber ?vase shtct for use in conventional and inodMed bitumen built-up roofing. A fiberglass reinforced, mineral surfaced, SBS modified bitumen top membrane. Asphalt based primer A flame - retardant protective coating that forms a highly reflective surface. Protective Coating. Manufacturer (With Current NOA) Atlas Roofing Corp. Atlas Roofing Corp. Conglas GAF Mat'l, Corp. GAF Mat'l. Corp. Generic Generic Generic Johns Manville Johns Manville Masonite NOA No.: 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 4 of 20 .APPROVED FASTENERS: Fastener Number Product Name 1. Dekfast Fasteners #12, #14 & #15 2. Dekfast Hex Plate 3. Dcld:lat Plate 4. #12 Roofgrip Fasteners 5. Metal Plate 6. Gearlok Plastic Plate 7. Olympic Fastener #12 & #14 8. Olympic G -2 9. Olympic Standard 10. Olympic Polypropylene 11. Insul -Fixx Fastener 12. HD Insu1-1?ixx Fastener 13. Instil-Pi= S Plate 14. Insul - Fixx P Plate 15. Tru Fast 16. Tru -Fast Plates 17. Gripdok Fastener • •..Lbe.. 6vuG evils u CAI I.. •• •• • • • •• •• • •• -• • ■• •• • "• -• • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • TABLE 3. ••• • • • • • • • • •• • • • • •• l'rDdricl` :' • Da3sdiriptlon• • • • • Insulation fastener for wood, steel and concrete decks Galvaluxne hex stress plate. Polypropylene plastic plate. Insulation fastener for wood and steel. Galvalume stress plate. Polypropylene round plate Insulation fastener Galvalume AZ55 steel plate Galvalume AZ50 steel plate Polypropylene plastic plate insulation fastener for steel and wood decks Insulation fastener for steel and wood decks Galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks Galvalume AZ55 steel plate Insulation and Base sheet Fastener •• • • • l . mensions 27/8 "x 3 1/4" 3" round 3" round 3" square 3.2" 3.5" round 3" round 3.25" round 3" round 3" round 3" round Various Manufacturer (With Current NOA) SFS Intec, Inc. SFS Inter, Inc. SFS Intec, Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Olympic Mfg Group, Inc.. Olympic Mfg Group, Inc. Olympic Mfg Group, Inc. Olympic Mfg Group, Inc. SFS Intec, Inc. SFS inter, Inc. SFS intoo, Inc. SFS Intec, Inc. The Tru -Fast Corp. The Tru-Fast Corp. ITW Buildex NOA No.: 06. 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 5 of 20 Wd 000 1u 1O;u4 r'AA Juoistz000to EVIDENCE SUBMITTED: Tes,A2encv/Islentifiex Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatech Engineering Corporation Exterior Research & Design, LLC. • • •.• • • • •.. re 4.0144 410.40ZolvVilfLLAM.b • • • • t_0_0—to r • •-• "i • • • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • •• • •• 00 . • •• •• • •••• Comparative Rupture Testing Class 1 Fire Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Class 4470 Fire Classification -- see current directory Wind Uplift Resistance TAS 114 TAS 114 TAS 114 • • •• • • •. • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • X engrt • .• J.I. 4D0A7.AM J.I.0Z4A3.AM 3.1. 1D4A7.AM J.I. 3B5A9.AM 3027787 3027789 3027790 3027791 R3225 R3225-1 through 13 4440.05.95 -2 4440.05.95.1 4444.06.98 -1 to 10.21.98 08.27.97 10.20.97 08.27.97 08/14/06 08/14/06 08/14/06 08/14/06 Published Annually 02.17.94 05.01.95 05.01.95 06.15.98 NOA No.: 06- 0613.06 Expiration Date; 08/23/11 Approval Date: 09/07/06 Page 6 of 20 e uu1 APPROVED ASSEMBLIES Deck Type 11: Deck Description: System Type A: Approved Type(s): Foamglas Minimum: 1" x 2' x 4' N/A • • • • • ••. ••• • - • • • •� • •• . ": "4"`" ..• — •— •— ••1• -r —•_• • • • • • • • • • • ••• • • • • ••• • • • • • • • ••• • • • • • Approved Type(s): Fiberglas Minimum: 46" x 4' x 4' N/A N/A • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • • ••• •• • • Wood, insulated • • • • • 19 4 2 " or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2'/d' wood screws spaced 6" o.c. at perimeters and intermediate supports. Anchor sheet mechanically fastened; one or more layers of insulation adhered with approved asphalt adhesive. All General and System Limitations apply. Anchor Sheet; One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option 01) Attach anchor sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets — 52.5 psf, See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" 0.0. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets — 60 psf See General Limitation #7.) Insulation Fastener Fastening Fasteners Fastener s Tyne Det#il No. Pelt Board Deady One or more layers of any of the following insulations: Approved Type(s): AC -Foam 11, E'NRG'Y 2, E'NRG'Y 2 Plus, IsoTherm R, E'NRG'Y 2 Composite, ISO 95+, ISO 95+ Composite, ISO -Roc, UltraGard Gold, AC -Foam Composite, Pyrox, Multi -Max FA Minimum: 1" x 3' x 4' N/A N/A N/A N/A Approved Type(s): ConPerl, GAFTTMP Pernialite, Fesco Board Minimum: x 2' x 4' N/A N/A N/A Approved Type(s): High Density Wood Fiberboard, Stractodak FS Minimum: 'Y" x 4' x 4' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NOA No.; 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 7 of 20 9Y uo IUY10 /u0 10:u4 rna JVUU160000 • • • •• • • • ••• •• •OLI.,. OaUILIZ• IL USW la 10111 Vii • • • • • _. ..• •— • - • .. .•'• — 0 • • • • • • • • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Note: AU insulation shall be adhered to the anchor badet in fult mopping of approved hot asphalt within the EVT range and at a rate of 20-40 ibs /100 fte, Please refer to Roofing Application ppall used only Standard RAS 117 for insulation attackmen1. !ns 1at 1M ei' a4 p Y only as base layers with a second layer of apptpvtd;top " L iy:: e n iulat�ItW installed as the final membrane substrate. Composite insulation panels u1 »t:bC us as 1 top is rel'placed with the polyisocyanuratc side facing down. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam-Ply IV, Tam -Glass Premium® or BaseN -Ply® or Versa - Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rato of 20-40 lbs./sq.. If base sheet is applied • directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam -Ply TV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. (See specification Number for appropriate number of plies) Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq.. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: 1. l -11/2 gallons fibered aluminum coating per square (Tropical Asphalt Products AlurnaBrite 120, Tam -Pro FR Aluminum hoof Coating), 3 gallons emulsion roof coating pet square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs./sq.; plus gravel or slag with an application rate of 400 or 300lbs.sq. respectively. Maximum Design Pressure: (See Anchor Sheet Fastening Options above.) NOA No.: 06- 0613.06 Expiration Date; 08/23 /11 Approval Date; 09/07/06 Page 8 of 20 ,LVY. LV/ VV LV. VV ♦ 11p VvvV1 avvV0 • • • •• • • • ••• •• •• w+/ ma .ivvti **nubany7vu •...• • 111" • •'. _..• ••. .. ". • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • •••• • • • • • • • • • • • Deck Type 11: Wood, Insulated • • � • • • • • • • • Deck Description: 1 ° /32" or greater plywood or wood plank Type layer 4Gig�$ xit .• top layer mopped c B 1): Base la er of in ati c c 11 ttae�cd, optional to 1a er mo ed with approved asphalt.. • • • • • • • •• • • • • • ••• •• All General and System Limitations apply. Insulation Fastener Fastening Fasteners Fastener Agee Layer 1.Ang Detailyo. e'er Board Density Approved Type(s): ACFoam If, Isotherm R Minimum: 1.3" x 3' x 4' DekFast S/P [2] 4 1:3 ft? Minimum: 1.3" x 3' x 4' Olympic S/P [2] 4 1:3 ft. Minimum: 1.3" x 3' x 4' Gripdek S/P [2) 4 1:3 f.' Minimum: 1.3" x 3' x 4' Roofgrip S/P [2] 4 1:3 ft.' Minimum: 1.3" x 3' x 4' Olympic /G2 Plate [2] 4 1:3 ft. Approved Type(s): E'NRG'Y 2 Minimum: 1,4" x 3' x 4' DekFast S [2] 4 1:3 it? Minimum; 1.4" x 3' x 4' Tru -Fast S [2] 3 1:4 ft.' Minimum: 1.4" x 3' x 4' Olympic S/P [2] 4 1:3 ft? Minimum: 1.4" x 3' x 4' Gripdek S/P [2] 4 1:3 f.' Minimum: 1.4" x 3' x 4' Roofgrip S/P [2] 4 1:3 ft? Minimum: 1.4" x 3' x 4° Olympic /G2 Plate [2 J 4 1:3 f1:.' Approved Type(s): ISO -Roc Minimum: 1.5" x 4' x 4' DekFast S [3] 6 1 :2.67 ft' Minimum: 1.5" x 4' x 4' Tru -Fast S [3] 6 1:2.67 ft? Minimum: 1.5" x 4' x 4' Olympic S/P [3] 6 1:2.67 ft.' Minimum: 1.5" x 4' x 4' , Gripdek S/P [3] 6 1:2.67 ft.' Minimum: 1.5" x 4' x 4° Roofgrip S/P [3] 6 1:2.67 ft? Approved Type(s): AC Foam Composite Minimum: 1.5" x 4' x 4' Roofgrip [3) 6 1:2.67 it? Minimum: 1.5" x 4' x 4' lnsulfixx S/P [3] 6 1:2.67 ft.' Minimum: 1.5" x 4' x 4' IlD insulfixx S/P [3] 6 1:2.67 ft. Minimum: 1.5" x 4' x 4' Tru -Fast S [3] 6 1:2.67 t.' Minimum: 1.5" x 4' x 4' Olympic S/P [3) 6 1:2.67 ft? Minimum: 1.5" x 4' x 4' Olympic /02 Plate [3] 6 1:2.67 ft? Approved Type(s): E'NRG'Y 2 Pins Minimum: 1.5" x 3' x 4' DekFast S/P [21 3 1:4 ft.' Minimum: 1.5" x 3' x 4' 'fru -Fast S [2] 3 1:4 fl? Minimum: 1.5" x 3' x 4' tnsulfxx S/P [2] 3 1:4 ft? Minimum: 1.5" x 3' x 4' Gripdek S/P [2] 4 1:3 ft' Minimum: 1.5" x 3' x 4' Roofgrip S/P [2) 4 1:3 ft.' Minimum: 1.5" x 3' x 4' HD 1.nsulfixx S/P [2] 3 1 :4 ft? Approved Type(s); Foamgtns Minimum: 1.5" x 2' x 4' Dekfast P (1] 2 1:411.' Minimum: 1.5" x 2' x 4' Tru - Fast S [11 2 1:4 f? NOA No.: 06 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 9 of 20 95.1 VLV 10/18/08 15:12 FAX 3053728339 Deck Type 1: Deck Description: System Type E: AU General and Sys Base Sheet: Fastening. Ply Sheet: Cap Sheet Surfacing: Maximum Design Pressure: • • •.• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • *IMA:C OtE CaMBAZANCE • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • Wood, Non- insuldted:.: • • • • • • • • • • • • • . j% or greater pl ixtof Y4boj11$ a:k dean. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2 %." wood screws spaced 6" o.c. at perimeters and intermediate supports. Base Sheet mechanically attached. See Base Sheet Fastening Options above tem Limitations apply. Onc ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the decic as described below: (Option #1) Attach base sheet using 11 ga. annular ring shank nails and 1 -5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. (Meets —52.5 psf, See General Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or Buildex Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. (Meets --60 psf, See General Limitation #7.) Two or more plies of Tam -Glass Premium® or Tam Ply P1 ply sheet adhered in a Ibl1 mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbsJsq. (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20.40lbs. /sq.. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Install one of the following: 1. 1 -1% gallons fibered aluminum coating per square (Tropical Asphalt Products AlutnaBritc 120, Tam -Pro FR Aluminum Roof Coating), ion rate gallons s emulsion roof coating per square, or asphalt surface at an application Coatings shall be applied according to the manufacturers' recommendations regarding specific application rates and weathering. 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. 2011 NOA No.: 06. 0613.06 Expiration Date: 08/23/11 Approval Date: 09/07/06 Page 19 of 20 10./18/08 15:13 FAX 3053728339 • • ••• • • • • • ••• •• • • • • •• •• • • • • • • •• • • • • • • • • i • • p O�E CiM iliNCE • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • ' • •• • • • •• ••• •• WOOD DECK SYSTEM LIMYTAtI945 • • . 1 A slip sheet is required with Ply 4 aild P1; 6 user; ai a anae1!anically fastened base or anchor sheet. 012 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory 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 mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq., or mechanically attached using the fastening pattern of the top layer asphalt, 3. ALL standard panel sizes are acceptable for mechanical attachment. When applied in app roved p t, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt 12" diameter circles, 24" o.o.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 ibsisq, Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within 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 scaled by a Florida Registered Engineer, Architect, or Registered Roof Consultant may bo 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. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (W cable limitation is specifically referred within this NOA, General Limitation #9 will not be app 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 (l.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.c. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 06-0613.06 Expiration Date: 08/23/11 Approval Date: 09 /07/06 Page 20 01'20 ROOF FOR ADDITION 117/# Passed Inspector Comments CC Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until alb Inspection Worksheet Miami Shores Village .-• 414 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795-2204 Fax: (305)756-8972 Ot ''' . ••••••• .......••••••••••••• . . • tropect.icilt • • * Inspection Date: 08/29/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Miami Shores, FL 33161- Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Comments Thursday, August 28, 2008 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1121360040370 Lot: Phone: 305-688-9550 Page 2 of 2 ROOF FOR ADDITION 0 Passed Inspector Comments CC g - 2&:5-- DT TM' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/25/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ALL IN ONE PROPERTY SERVICES INC Building Department Comments Friday, August 22, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 v Block: IzCar-- 4I4 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1121360040370 Lot: Phone: 305 -688 -9550 Page 2 of 2 MO g Inspection Date: 08/26/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, Atqust 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 6 2 8 2008 Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 Inspector Comments cc Passed Failed Correction Needed Re- Inspection Fee ($75) NoAdditional Inspections can be scheduled until re- itspection fee is paid. MO g Inspection Date: 08/26/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, Atqust 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 6 2 8 2008 Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 Aug 21 2008 11:11AM ORONI INC To: Building Department ORONI INC Phone: 305- 685 -0412 14040 NW 6 CT Fax: 305- 688 -9550 N Miami, FL 33168 E -mail: oroni45 @aol.com inspection Request Form Master permit No: RC -3 -08 -414 Sub permit No: RF -4 -08 -695 Location: 62 NE 110 ST Inspection request: TIN CAP Request by: ORONI Date of request: 08/21/08 Inspection date: 08/22/08 From: ORONI INC 305 -888 -9550 p.l Notes: HANK YOU Inspection Date: 08/04/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Friday, August 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 tW Passed 1-- Inspector Comments CC £ c ci L. �, 7 * 60.A ,.4)ah 6 , C � Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 08/04/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Friday, August 1, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 VYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: Oroni Construction MATERIAL DESCRIPTION: Tan sand SAMPLED BY: FP Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE 5.8 7.5 11.2 Optimum Moisture 8.7 Percent 100% Maximum Dry Density 106.4 lbs. /cu.ft. % Passing 3/4" Sieve 89 Percent PROCTOR COMPACTION TEST July 22, 2008 ORONI CONSTRUCTION Addition @ 62 NE 110 Street, Miami Shores, FL. DRY DENSITY 100.3 104.6 100.7 As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. TEST RESULTS 107 105 103 101 99 97 ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 TESTED BY: RN 4 6 8 10 12 % MOISTURE Resp ectively submitted, 14 WI am Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 105.9 106.0 104.9 106.1 MOISTURE CONTENT % 8.9 8.6 8.0 8.7 MAX. DENSITY IN THE FIELD % 99.5 99.6 98.5 99.7 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 106.4 106.4 106.4 106.4 OPTIMUM MOISTURE ( %) P P P P P DYNATECH DA'Z'E: CLIENT: PROJECT: ADDRESS: CONTRACTOR: FIELD DENSITY TEST OF COMPACTED SOILS July 22, 2008 ORONI CONSTRUCTION Addition @ 62 NE 110 Street, Miami Shores, FL. Oroni Construction ENGINEERING CORP. 750 WEST 84 STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Test No. 1 Location: East side of pad underslab Test No. 2 Location: Center of pad underslab Test No. 3 Location: North side of pad underslab Test No. 4 Location: West side of pad underslab Test No. Location: Description of Material: Tan sand Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Respectfully submitted, (s3 U& sam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. Sampled By: FP Tested By: FP Checked By: RN JOB #: NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT A TIME OF TREATMENT: IN OUT BUILDER NAME:'_ fib TREATMENT ADDRESS: 1 AlifkiA4rjaa..a SPRAY & TAMP SPRAY ONLY SPRAY # CHEMICAL:► MONOLITHIC S/F STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) CHEMICAL: PEST CONTROL, INC. 622, riz er/o rKk ip L/F % PERIMETER TREATMENT DATE OF TREATMENT: T QF T I tEAT NT: APPLICATOR: �� -�f'° =� LOCK: RESIDENTIAL COMMERCIAL ADDITION 6 -D GALLONS STEMwALL , SF GALLONS APPLICATOR: 300 S. STATE Ro!ai 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1- 800 -749 -8588 FAX: 954 -584 -6117 k . \\ ., .. -.- 1( Inspection Date: 08/05/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, August 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 0 6 2008 Block: Permit Type: Residential Construction Inspection Type: Rake Beam Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 Inspector Comments 7 - 5 _ o ? Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . k . \\ ., .. -.- 1( Inspection Date: 08/05/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, August 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 0 6 2008 Block: Permit Type: Residential Construction Inspection Type: Rake Beam Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 .... ............................... .... ............................... .... ............................... .... ............................... Inspection Date: 08/05/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, August 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Alt 0 6 1000 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 Passed Inspector Comments — ILO kYr `toPS - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until .... ............................... .... ............................... .... ............................... .... ............................... Inspection Date: 08/05/2008 Inspector: Rodriguez, Jorge Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, August 4, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Alt 0 6 1000 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 PL WORK FOR ADDITION Passed In • mments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ................ Inspection Date: 07/21/2008 Inspector: Levrock, James Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Miami Shores, FL 33161- Contractor: NELMAR PLUMBING INC Building Department Comments Inspection Worksheet Miami Shores Village gic) 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 O44 Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305) 261 -3942 Friday, July 18, 2008 Page 1 of 2 1. W c4 Passed Inspector Comments �M Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/25/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Friday, July 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Fill Cells Columns Work Classification: Addition Phone Number F�cwtr�r.��c ar•+wi �f v,� -. '-'F sue:::: Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 ................... ................... ............... .............. Inspection Date: 07/25/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Friday, July 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 t Passed O Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ................... ................... ............... .............. Inspection Date: 07/25/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Friday, July 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 , � Passed 08 Inspector Comments / 630 Sf g S 41 ^^ nn T:e �� &19 0 k.--- 9 , r_c_�CV' e./ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/25/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Contractor: ORONI INC Miami Shores, FL 33161- Building Department Comments Friday, July 25, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2of2 JOB #: MONOLITHIC DATE OF TREATMENT: BUILDER NAME: 7 CHEMICAL: 60 CHEMICAL: PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (PBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. 6,Pci TREATMENT ADDRESS: 6o 41/ (10 504 kty SPRAY & TAMP SPRAY ONLY SPRAY # L/F DATE OF TREATMENT: TIME OF TREATMENT: IN OUT Cro\c c & " ttipatc a % fr APPLICATOR: LOCK: UNIT: RESIDENTIAL COMMERCIAL ADDITION GALLONS S/F STEMWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT u %REA I GALLONS APPLICATOR: 300 S. ATE Ro PLANTATION, FLORIDA 33317 954 -584 -8588 1 -800- 749 -8588 FAX: 954 - 584 -6117 Inspection Date: 07/21/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE . Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, July 21, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 t O — 7/,-0-7 6 ' r/ Passed / l Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 07/21/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE . Miami Shores, FL 33161- Project: <NONE> Contractor: ORONI INC Building Department Comments Monday, July 21, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 2 of 2 B4. Map /Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025C -0093 J 7- 17- 1995 3-02 -1994 °x' N/A U.S. DaPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Al. Building Owner's Name FRANCISCO PAULA A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) PB 42-8 LOT 6 BLOCK 2 OF : COLLEGE HEIGHTS, PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25DEG 52' 32.93" N Long. 8ODEG 11' 47.70 W A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosures) N/A sq ft b) No. of permanent flood openings in the crawl space or enclosures) walls within 1.0 foot above adjacent grade WA c) Total net area of flood openings in A8.b N/A sq in ❑ Check here if comments are provided on back of form. Title PROFESSIONAL LAND SURVEYORS & MAPPER Address 13050 SOUTHWES Signature Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) a) Top of bottom floor (including basement, crawl space, or enclosure floor)- 1323 b) Top of the next higher floor N/A. c) Bottom of the lowest horizontal structural member (V Zones only) N/A. d) Attached garage (top of slab) )A. e) Lowest elevation of machinery or equipment servicing the building 11.39 (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 11.48 g) Highest adjacent (finished) grade (HAG) 11.59 Certifier's Name ARMANDO F. ALVAREZ License Number 5526 Date 07 -18 -2008 Telephone 305.234.0588 FEMA Form 81-31, February 2006 See reverse side for continuation. Horizontal Datum: - NAD 1927 ❑ NAD 1983 A9. For a building wfh an attached garage, provide: a) Square footage of attached garage N/A sq 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 B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES - 120652 B2. County Name MIAMI -DADE COUNTY B3. State FLORIDA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile > FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes _� No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings' I81 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 LOC 3100 NAME N-566 Vertical Datum NGVD 1929 Conversion/Comments ELEVATION + 10.78 Check the measurement used. IN feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) RT City MIAMI State FL ZIP Code 33186 ® feet ❑ meters (Puerto Rico only) IR 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. f 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. Company Name AFA & COMPANY, INC. OMB No. 1660 -0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Sion A. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments CROWN OF ROAD + 10.53' Signature Date ❑ Check here if attachments SECTION - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Item E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El . Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the budding is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. 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 Address Signature Comments ❑ Check here if attachments 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 Items) and sign below. Check the measurement used in Item G8. and G9. GI. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who 1s authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or commundy- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments ❑ Check here if attachments FEMA Form 81 -31, February 2006 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) - /d 2 x SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) TItle Telephone Date For Insurance Company Use Policy Number Company NAIC Number State ZIP Code Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 For Insurance Company Use: Policy Number Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. FRONT VIEW REAR VIEW Building Photographs Continuation Page Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 62 NORTHEAST 110 STREET City MIAMI SHORES State FL ZIP Code 33161 For Insurance Company Use: Policy Number Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View." SIDE VIEW SIDE VIEW IVVF1IFIC/-\QI I IIIUI 0IfICCI r 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 r 32 3 31 3 30 2 29 2 28 2 27 2 26 2 25 2 24 2 23 2 22 2 21 2 20 1 19 1 18 1 17 1 J 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 J W z C N W H cc 0 z PROPERTY ADDRESS: 62 Northeast 1 10th Street Miami Shores, Florida 33161 SURVEYOR NOTES #1 Lands Shown litredhIvere not abstracted for • Easement andl'oj liiggj& Way R rds. • 171• �/r:thmark: Miami -Dade County Rubic Wks Dep. • Bmi,oe:c31O • • North 44 Plas els St • tt9JL � R �vl�ed: • • s, • • : EICEI ti n u is la b c 'e • #1 T is Certifteation,l o ly f a la ils s ribed. ,E • • •!! iS ncrt a do f Title, •swnents, • • or reedoiti ances. AltST 9C NOT • REVIEWED • • •, • ¶ ?2 may be shdRvn on this survey thaeretw &e found in the Public Records of Miami -Dade County, examination of ABSTRACT OF TITLE will have to be made to determine record instruments, if any affecting this property. #l3 ACCURACY:The expected use of the land, as classified in the Minimum Technical Standard (61017- 6FAC), is "Residential ". The Minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. #14 Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. #15 Not Valid without one signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. #16 Contact the appropriate authority prior to any design work on information. #17 Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. #18 Ownership Subject to OPINION OF TITLE. JOB # 08 -528 DATE 07 -18 -2008 PB 42 -8 C ocet : len M Match �"J' J U V. NORTHEAST 110th STREET NORTHEAST 109th STREET ABBREVIATIONS ELEVATION INFORMATION Comm Panel Panel # Firm Zone: Date of Firm: Base Flood Elev. F.Floor Elev, Garage Elev. Suffix: Elev. Reference to N\ A =ARC DISTANCE. AVE. = AVENUE. ASPH =ASPHALT AIC =AIR CONDmONFR BLDG - BUILDING B. COIL =BLOCK CORNFR C.B. =CATCH BASIN CLF =CHAIN LINK FENCE CONC. - CONCRF.IT COL. =COLUMN C.U.P. =CONCRETE UTILITY POLE C.L.P. =CONCRETE LIGHT POLE CBS =CONCRETE. BLOCK STRUCTURE C.M.E. K'ANAL MAINTENANCE EASEMENT n =mRECTION DAV =DRIVEWAY D.M.E. =DRAINAGE & MAINTENANCE EASEMENT ENO. ■nNCROACHMnIT E.T.P. =ELECTRIC TRANSFORMER PAD F.P.L. =FLORIDA POWER AND LIGHT F.H. =FIRE HYDRANT F.I.P. =FOUND IRON PIPE P.P. ■FINISH FLOOR F.D.H. =FOUND DRILL HOLE CR. -FOUND RI:BAR F/D =FOUND DISC FN =FOUND NAIL -IRON FENCE L .LENGTH L.P. =LIGHT POLE MEAS. =MEASURED M.H. =MAN HOLE N.G.V.D =NATIONAL GEODETIC VERTICAL DATUM N.T.S. =NOT TO SCALE. 0.E. =OVERHEAD ELECTRIC LINE OR. =ON LINE P.C.P. =PERMANENT CONTROL POINT P.C. =POINT OF CURVATURE R =RADIUS RES =RESIDENCE SDWLK =SIDEWALK T =TANGENT U.E. ■UTILITY EASEMENT W/F - wOODEENCE W.V. =WATER VALVE W.U.P. -WOOD UTILITY POLE -IRON FENCE CHAIN LINK FENCE WOOD FENCE =CAS WALL =OVERHEAD ELEC. -c'ENTER LINE .EASEMENT =DENOTES ELEVATIONS =BUILDING =DISTANCE Professional Surveyors & Mappers LB 7498 13050 S.W. 133rd Court Miami Florida, 33186 Ph. # (305) 234 -0588 Fax # (305) 234 -0423 CERTIFIED ONL Y Francisco Paula Sheet at 2 MgMEWLPIT JUL 2 1 211b. BY: �--� LEGAL DESCRIPTION: Lot 6, Block 2 of: "COLLEGE HEIGHTS" according to the Plat Thereof as Recorded in Plat Book 42, Page 8 of the Public Records of Miami -Dade County, Florida. This certifies that the survey of the property described hereon was made under my super- vision & that the survey meets the minimum technical standards set forth by the Florida Board of Professional Land Surveyors & Mappers in Chapter 61G17-6 of' Florida Administrative Code. pursuant to Section 472.027, Florida Statutes. . & That the Sketch hereon is a true and accurate repivsentation thereoffes.he best G.(rny knowledge and Belief, subject to notes and notations shown hereon. W D W > Q N I H W H O z Araiando F. 4 /rare„ oral Sarvepar & Mapper 6 5526 Stare of Florida Not Pa //d unless S4'ned & Stamped with Embossed Sea/ W z C N W H cc 0 z PROPERTY ADDRESS: 62 Northeast 1 10th Street Miami Shores, Florida 33161 SURVEYOR NOTES #1 Lands Shown litredhIvere not abstracted for • Easement andl'oj liiggj& Way R rds. • 171• �/r:thmark: Miami -Dade County Rubic Wks Dep. • Bmi,oe:c31O • • North 44 Plas els St • tt9JL � R �vl�ed: • • s, • • : EICEI ti n u is la b c 'e • #1 T is Certifteation,l o ly f a la ils s ribed. ,E • • •!! iS ncrt a do f Title, •swnents, • • or reedoiti ances. AltST 9C NOT • REVIEWED • • •, • ¶ ?2 may be shdRvn on this survey thaeretw &e found in the Public Records of Miami -Dade County, examination of ABSTRACT OF TITLE will have to be made to determine record instruments, if any affecting this property. #l3 ACCURACY:The expected use of the land, as classified in the Minimum Technical Standard (61017- 6FAC), is "Residential ". The Minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. #14 Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. #15 Not Valid without one signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to Survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. #16 Contact the appropriate authority prior to any design work on information. #17 Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. Surveyor shall be notified as to any deviation from utilities shown hereon. #18 Ownership Subject to OPINION OF TITLE. JOB # 08 -528 DATE 07 -18 -2008 PB 42 -8 C ocet : len M Match �"J' J U V. NORTHEAST 110th STREET NORTHEAST 109th STREET ABBREVIATIONS ELEVATION INFORMATION Comm Panel Panel # Firm Zone: Date of Firm: Base Flood Elev. F.Floor Elev, Garage Elev. Suffix: Elev. Reference to N\ A =ARC DISTANCE. AVE. = AVENUE. ASPH =ASPHALT AIC =AIR CONDmONFR BLDG - BUILDING B. COIL =BLOCK CORNFR C.B. =CATCH BASIN CLF =CHAIN LINK FENCE CONC. - CONCRF.IT COL. =COLUMN C.U.P. =CONCRETE UTILITY POLE C.L.P. =CONCRETE LIGHT POLE CBS =CONCRETE. BLOCK STRUCTURE C.M.E. K'ANAL MAINTENANCE EASEMENT n =mRECTION DAV =DRIVEWAY D.M.E. =DRAINAGE & MAINTENANCE EASEMENT ENO. ■nNCROACHMnIT E.T.P. =ELECTRIC TRANSFORMER PAD F.P.L. =FLORIDA POWER AND LIGHT F.H. =FIRE HYDRANT F.I.P. =FOUND IRON PIPE P.P. ■FINISH FLOOR F.D.H. =FOUND DRILL HOLE CR. -FOUND RI:BAR F/D =FOUND DISC FN =FOUND NAIL -IRON FENCE L .LENGTH L.P. =LIGHT POLE MEAS. =MEASURED M.H. =MAN HOLE N.G.V.D =NATIONAL GEODETIC VERTICAL DATUM N.T.S. =NOT TO SCALE. 0.E. =OVERHEAD ELECTRIC LINE OR. =ON LINE P.C.P. =PERMANENT CONTROL POINT P.C. =POINT OF CURVATURE R =RADIUS RES =RESIDENCE SDWLK =SIDEWALK T =TANGENT U.E. ■UTILITY EASEMENT W/F - wOODEENCE W.V. =WATER VALVE W.U.P. -WOOD UTILITY POLE -IRON FENCE CHAIN LINK FENCE WOOD FENCE =CAS WALL =OVERHEAD ELEC. -c'ENTER LINE .EASEMENT =DENOTES ELEVATIONS =BUILDING =DISTANCE Professional Surveyors & Mappers LB 7498 13050 S.W. 133rd Court Miami Florida, 33186 Ph. # (305) 234 -0588 Fax # (305) 234 -0423 CERTIFIED ONL Y Francisco Paula Sheet at 2 MgMEWLPIT JUL 2 1 211b. BY: �--� LEGAL DESCRIPTION: Lot 6, Block 2 of: "COLLEGE HEIGHTS" according to the Plat Thereof as Recorded in Plat Book 42, Page 8 of the Public Records of Miami -Dade County, Florida. This certifies that the survey of the property described hereon was made under my super- vision & that the survey meets the minimum technical standards set forth by the Florida Board of Professional Land Surveyors & Mappers in Chapter 61G17-6 of' Florida Administrative Code. pursuant to Section 472.027, Florida Statutes. . & That the Sketch hereon is a true and accurate repivsentation thereoffes.he best G.(rny knowledge and Belief, subject to notes and notations shown hereon. W D W > Q N I H W H O z Araiando F. 4 /rare„ oral Sarvepar & Mapper 6 5526 Stare of Florida Not Pa //d unless S4'ned & Stamped with Embossed Sea/ JOB # 08 -528 DATE 07 -18 -2008 PB 42 -8 Surveyor Notes: ..................... F/N ..... .... ......589 ° 55'29" E ... 10 0 75.00' .:::::::::::: 0.... F /N' 819.56' F(N ................. . .. ........ . ............. . ....., .. ....................................... ... .. SR9 °55'9 "E Asphalt 18.33' . Sdwk End's 8 a; Under 3 ;=�;t1 Construction N /I % 7,95' / rrt 7.95 .... , . ICJ %, i / //A i � �t . ��i 11.25' 5.75' Concrete tip 0.08 no Id .a W 2 CsJ U gQ Z N 8 - 1.21 •••••• O • • • • • •••• • • • • • • •• t8 • • • • • • • • ••• • • ( • • • ••• •• •. • • • • •••€ • • ••• • •••• ••• ^ • • 0 •••• G. Survey is Incomplete without sheet 1 of 2 Scale of Drawing 1 =20' Drawn By: A. Torres Date: 07 -18 -2008 Completed Field Survey Date: 07 - 18 - 2008 AFA & COMPANY, INC. Professional Land Surveyors and Mappers 13050 SW 133rd CT Miami, Florida 33186 PH: 305 - 234 -0588 FX: 305 234 -0423 Boundary Survey Sidewalk 4.90' 3'x3 Conc. ' 3c. Slar.tg; 10.11' 50.00' Dedicated R/W As Per Plat Book 42-8 Miami -Dade Co. 0 r CBS Column } - 11.35x1.35' / NORTHEAST 110th STREET Arc '21.43' Entry Parkway 23.30' 0 v; ONE STORY 5 a8 CBS RES. *62 CBS Curb o% H -0.40' FF VI / /// ' / //, 2 .: 5 ,' 7///X k / 73' ^ o Wood � Floor Trally a =' 21.57' AFA Company, Inc 9.00' CBS Wall Under Construction CBS Column 1.35'x1.35' 0.23' Roof 55'29' Plastic } }10 Curb I H -0.30' CBS Curb H -0.30' 14.47' 27.00' o'. 18.37' 00: 3.00' } P 3.54' DO' s aki. 30 ecfea P b P CBS Curb H -0.30' Water Pump bI5' l0 13,00'T 9.75' // —� 779,50' . S89 °S5'29" E fig 0.08 no id w/f to 1.07' ' . Tile f N ^ ; w/f fir 1/2" 0.08 �..:. :.;. 1.5' ~ °� 0.26'50.27' no Id • • 14.00' onc• 6.0' High W/F 2 3 75. • •' N g S 9' 55' l 9'E I.- w.u ::::. k � ° Q . ' : . .....:' : ' • ' : ' : ' ALLEY ':': ':':':':'::'ka.':':•:.:.:•:. q s han 9.60' } ... .. ...... ........... ............ ...... . .. . ..........'.'•15.00' Dedicated R/W As Per Plat Book 42 -8 Miami -Dade Co.'..'. Sheet 02 6 The sketch hereon is a true and Accurate representation th to the best . of my knowledk'e and belief. Subject to notes and Notations shown hereon: ti oz W z s Armando F Ali arez ss /ona /Surveyor & Mapper h 5526 State of Florida Not Valid unless Signed & Stamped with Embossed Sea/ Bill To I FRANCISCO PAULA 62 NE 110 ST MIAMI SHORES, FL 33161 -7044 Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 07/25/2008 07/25/2008 07/22/2008 Friday, July 25, 2008 Fee Name Revision Fee Scanning Fee Plan Review Fee (Engineer) Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -7 -08 -32422 Invoice Date: July 22, 2008 Permit Number: RC-3 -08-414 Const sidential as ification: Fee Type Calculated Calculated Calculated Total Fees Due: Fee Amount $35.00 $9.00 $60.00 $104.00 Payments Date Pay Type Check Number Amount Paid Change 07/09/2008 Credit Card $104.00 $0.00 Total Paid: $104.00 i Total Due: $0.00 II REG X07 072508 1116 MC#01 053026 CHARGE $104.00 JU 1 6 2108 BUILDING PERMIT APPLICATION FBC 2004 Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Svuke Permit No. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) �'�� "t�7 Phone # Owner's Address ___177._ OS - City r\A0''4_ S State Ft-- Zip Tenant/Lessee Name Phone # City Miami Shores Vill e County Miami -Dade Zip FOLIO / PARCEL # 1 ` oc) v03?-5 Is Building Historically Designated YES NO X Contractor's Company Name 0(20 Phone # C303 c g am - o Z Contractor's Address I it 40 Kw to Cit State Zip 3 Qualifier Name ® [' Phone # ,p '` O`f 1 State Certificate or Registration No. & � l �,� Certificate of Competency No. R 001 S Architect/Engineer's Name (if applicable) - C_ a- Phone # C3'', c % - Notary $ Scanning $ Radon $ Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 4-6e tne&-s Submittal Fee $ Permit Fee $ -/ y CCF $ CO /CC Training/Education Fee $ Technology Fee $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $jjQ e. Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that_no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature `- Owner or Agent 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: APPLICATION APPROVED BY: (Revised 02/08/06) Sign: Print: My Commission Expires: The foregoing instrument was acknowledged before me this day of ,20,by , who is personally known to me or who has produced NOTAffit 1 '�,iOttliOttIDAdid take an oath. Dolores Lopez M1ssion #DD766456 Expires: MAR.10, 2012 UAILANTI0 , won, NOT Sign: Print: Contractor My Commission Expires: ***************************************************** i 2. U S fj-u GA Plans Examiner Q r Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Building Department Copy Contractor(s) ATLANTIS ELECTRICAL CORP Phone (305) 551 -4043 CeII Phone Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $200.00 $3.00 $5.00 $212.00 Authorized Signature: Owner / Applicant / Contractor / Agent Type of Work: Electrical work for addition Additional Info: Classification: Residential JUN 2 4 2008 h(_ 923D MIAMI SHORES VILLAGE Expiration: 12/20/2008 62 NE 110 Street Miami Shores, FL 33161- 1121360040370 Block: Lot FRANCISCO PAULA Available Inspections : Inspection Type: Underground Rough Service Change Meter Box Alteration Relocation Final Fire Alarm W. W. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 23, 2008 Date Monday, June 23, 2008 1 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) .�.L ` o h..) (,q Phone # Owner's Address 62 Ne %` O City MOW Sirvnerc. State T -L, Tenant/Lessee Name Job Address (where the work is being done) @2. C ' 110 S+ City Miami Shores Village County Miami -Dade Zip 31 b l FOLIO / PARCEL # 11. 2.1 MI O ® O ?" O Is Building Historically Designated YES NO Y Contractor's Company Name MCM 1 J ti I ;11 G Phone # ' Ss % — ROO 2- Contractor's Address 12., (10 20 1 ( ( City I'f ii;J`(!1 State 9 Zip 331 S Qualifier Name 'cr.cisco, Pezt Phone # State Certificate or Registration No. I Oil Ci tM Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Type of Work: ��Aaadd�dition ❑Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: 1'tCMiAlOr‘ 0+ 19 O(wl � ®orrs �-c�� eA , ter c Ivl cot- e, ' tauld ry cirol b"b c ********** * * * * * * *** *** *,* ***** **r *** * * ** Fees,****,*******,*** ** ** * *** * ** * * ** *** * ** * *** ** ** Submittal Fee $ Permit Fee $ 7 6 " 4; :' ®® CCF $ 3 'CO CO /CC Notary $ Training/Education Fee $ /, GO .� Scanning $ J `09 Radon $ Bond $ Structural Review. $ ? 4 Total Fee Now Due $ 2-12 Y90 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: aster Permit No. Plumbing Mechanical Roofing Zip 33 Phone # Permit No. EL 0 -6cC2 Square / Linear Footage Of Work: Technology Fee $ S -r Zoning $ /1Cq130 See Reverse side —4 MIAMI SHORES VILLAGE Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this '+ day of 9.61)t , 20 OK , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Nancy Iglesias Commission #DD535535 ices: MAY 13, 2010 NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: ./ (Revised 02 /08/06) Signature NOTARY PUBLI Si My Commission Expires: Contractor The foregoing instrument was acknowledged before me this day of 4utc , 20ot by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Nancy Iglesias Commission # DD535535 Ponded Thal Atlantic Bonding Co, Luc, * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** drab * +Y*** * , r** * ** * *** * * * ** *** *pie ** * ** * ** ** * *dr,r * * *+&*** * /29,1�.P Plans Examiner Engineer 1 Zoning BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) br c. i U' 7N Phone # Owner's Address 62, N e 110 s4 Cit MCM1 C, State F 1, Tenant/Lessee Name Job Address (where the work is being done) 62 N I (0 S-1- City Miami Shores Village County Miami -Dade Zip ` FOLIO / PARCEL # ti °° 2 ` ?6 -0041 _OM-6 Is Building Historically Designated YES NO Contractor's Company Name d r •-.) o I fJ C. Phone # Contractor's Address 1 4-1 C P4 W - City KJ I c. v ." ` State FL Zip 3S167 Qualifier Name f S (=At-NA 1 c cA Phone # '. 68S-0-1 L State Certificate or Registration No. C&....1 1 €69 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: DAddition Describe Work: D,'Mp Submittal Fee $ Notary $ " Scanning $ ✓' Bond $ Structural Review. $ Training/Education Fee $ 0 Radon $ Code Enforceme Alteration ❑New. tar f MIAMI SHORE VILLACT Zip 531 Phone # Permit No.D M - 05/ Certificate of Competency No. Phone # Square / Linear Footage Of Work: 600 Si ❑ Repair/Replace Demolition Permit Fee $ /'5 • CCF $ ) .QD CO /cC Technology Fee $ Roofing A)S-° 68S 091 2. Zoning $ D Fee $ l ipq p ��ns� LI''ota1 Fee Now Due $ 1 SY'3S See Reverse side -) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Leitder'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 , 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: (Revised 02/08/06) Signature Contractor 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: My Commission Expires: xfr Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 62 NE 110 Street Miami Shores, FL 33161- 1121360040370 Block: Lot FRANCISCO PAULA FRANCISCO PAULA 62NE110ST MIAMI SHORES FL 33161 -7044 Type of Demo: Building Additional Info: carport demo Classification: Residential JUN 2 ti 200R MIAMI SHORES VILLAGE Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $150.00 $3.00 $3.75 $158.35 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Expiration: 12/20 /2008 Available Inspections : June 23, 2008 Date Valuation: Total Sq Feet: $ 2,000.00 600 Inspection Type: Final Monday, June 23, 2008 1 Inspection Date: January 13, 2009 Inspector: Levrock, James Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: NELMAR PLUMBING INC Building Department Comments Monday, January 12, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 iU% 4)4 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1121360040370 Phone: (305) 261 -3942 Page 1 of 1 Passed cto Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: January 13, 2009 Inspector: Levrock, James Owner: PAULA, FRANCISCO Job Address: 62 NE 110 Street NE Miami Shores, FL 33161- Project: <NONE> Contractor: NELMAR PLUMBING INC Building Department Comments Monday, January 12, 2009 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 iU% 4)4 Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1121360040370 Phone: (305) 261 -3942 Page 1 of 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. Vt— d $ ` (61 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 62 ti 110 Cit 441ftym State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 11 -2.1 — COM — ®SRO Is Building Historically Designated YES NO Contractor's Company Nam _ City 1 Contractor's Address Qualifier Name State Certificate or Registration No. Certificate of Competency No. C Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: 1dition Describe Work: ti l 1 04- ex t -1nG, IC rnA a. 43 e Submittal Fee $ Notary $ Scanning $ S tate Training/Education Fee $ Radon $ Miami Shores Village Building Department Electrical ' t. POO (3 I- 3o a- ❑Alteration ,bccof Permit Fee $ pj V Bond $ Code Enforcement Structural Review. $ 6/ Mc no 54 :New r DPBR $ Zip ► Mechanical Roofing Phone # 30 156 -7S ( y Phone # Phone # Zip 331 , ► Phone # (t7'KJ' q& 1 Zip Phone # Square / Linear Footage Of Work: ❑ Repair/Replace ❑ Demolition ** * *** * *** *** * * * * * * * * ** * * ** * * * * * * * * ** F ees , * * * * *, * **** * * * * * * * * *r * ** * * * * * * * *** * * ** * * ** CCF $ 4 ' CO /CC Technology Fee $ Zoning $ 6111 a ; l le Fee $ total Fee Now Due $ JUN 2 4 2000 iC. g7;3b AMA � SHORES See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature � �b —"".�� Signature / Owner or Agent The foregoing instrument was acknowledged before me this 4 day of 'ittf c , 20at , 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 -STATE OF FLORIDA Nancy Iglesias Commission # DD535535 Expires: MAY 13 2010 Sign: Print: My Commiss on Expires: u.i.'� : .n, gCo.,hie. NOTARY PUB _ C: Sign: Print: *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The foregoing instrument was acknowledged before me this / `7 day of _AL i4RC E/ , 20 (91r, by s IRFS: April 25, 2011 My Commi ar. .ire I s q }NO ARY Fl. Notary Discount Assoc. Co '=*** ************* * ** *fir* * * * *** * *** Plans Examiner Engineer Zoning Project Address 62 NE 110 Street Miami Shores, FL 33161- Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number 1121360040370 Block: Lot: Address FRANCISCO PAULA 62NE110ST MIAMI SHORES FL 33161 -7044 Valuation: Total Sq Feet: $ 7,000.00 0 Contractor(s) NELMAR PLUMBING INC Phone CeII Phone (305) 261 -3942 Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $225.01 $3.00 $5.63 $239.24 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Monday, June 23, 2008 Expiration: 12 /20/2008 Phone Type of Work: PLUMBING Type of Piping: ADDITION Additional Info: Bond Retum : Classification: Residential JUN 2 4 2008 CA23ro MIAMI S VILLAGE Applicant FRANCISCO PAULA Available Inspections : CeII Inspection Type: Heater Lavatory Re Pipe Final Water Service Water Main Underground Rough Top Out Main Drain In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. June 23, 2008 Date 1 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing � Mechanica Roofing Owner's Name (Fee Simple Titleholder) C[Zrj' D_ Phone # S 166-7S1 Owner's Address City frnt State (, Zip 331 Tenant/Lessee Name Value of Work For this Permit $ Type of Work: Addi �O( n DAlteration L ❑New Describe Work: Reich -kn ( - tI a \3 b4lvc , + m G14tS�lN l Qci'(y CAf 4$ . J1 Master Permit No. Phone # Job Address (where the work is being done) 62 Me 110 S-1-- City Miami Shores Village County Miami-Dade Zip ?) 1(3 Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Permit No. YIL U 0 FOLIO / PARCEL # 11 2i?? - on'I - 0 3-y Y Is Building Historically Designated YES NO Contractor's Company Name A- L G 1C ocrJ Phone # .53S° LNG, - PS I Contractor's Addres /!) 33 cA- j City MUM State -F Zip 3 3 1 `( Qualifier Name k)(d 10 E[,1((jr .l Phone # W S -19 6 — t q 3 i State Certificate or Registration No. C1 O-ciy S Certificate, of Competency No. ❑ Repair/Replace 1 ❑ Demolition eAA•(We.. fej�r�)at)) rvj ********** , * *** * * ** * * *,* * * * ** * * * * * * ** * * ** F * *** ** * * **** * * ** ** * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 1 '7 CCF $ 4.7n CO /CC Notary $ r` Training/Education Fee $ 1 • Technology Fee $ 5.43 Scanning $ `3 'er) Radon $ Bond $ Code Enforceme r � M:. R`. D Fee $ Structural Review. $ 1 'Mott Fee Now Due $ 234 • Q MIAMI SHORES VILLAGE Zoning $ See Reverse side -> cie Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this 1 day of 4, , 20 i by Signature Sign: Print: NOTARY PUBLIC: My Commission Expires: APPLICATION APPROVED BY: (Revised 02 /08/06) As identification and who did take an oath. NOTARY PUBLIC -STATE OF FLORIDA Nancy Iglesias Commission # DD535535 Expires: MAY 13, 2010 ed Thru Atlantic Bonding Co The Signature NOTARY PUBLIC: y Comm on Expires: tipAl Co i ; - or The foregoing instrument was acknowledged before me this day of QprtI\ , 20 Di 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. Nd5 ' T3O.STATE OF FLORID Nancy Iglesias ,e It IL' ?I3 3 UD5355 ;1 . Plans Examiner Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Protect Address 62 NE 110 Street Miami Shores, FL 33161- 1121360040370 Block: Lot FRANCISCO PAULA Contractor(s) A & G MECHANICAL Phone Cell Phone (305)446 -1931 (305)794-8636 Tons: Additional Info: NC FOR ADDITION Classification: Residential Approved: In Review Comments: Date Denied: Date Approved: : In Review Fees Due CCF Education Surcharge Permit Fee - Additions/Alterations Scanning Fee Scanning Fee Technology Fee Total: 1 Amount $4.20 $1.40 $217.00 $3.00 $3.00 $5.43 $234.03 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy JUN 2 4 2008 CIA CA2') �9 Sf ORES VII GE June 23, 2008 Date Expiration: 12/20/2008 Available Inspections: Inspection Type: Ventilation Smoke net Test Hood Smoke Test Rough Duct Rough Final In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Monday, June 23, 2008 1 The followin Alk pages were originally attached to plans with the following permit # eri-s-Og V/4/ 1 L �, 1 JUL 1 6 2:2,J8 BY: This cover sheet is proved as per Florida Statute 61G15- 31.003 in lieu of signing and sealing each individual s eet. An index sheet of the truss designs is attached which is numbered and with the identification and date of each drawing. Project Name: ORONI CONSTRUCTION # 7 -2 -08 PAULA - RESIDENCE 62 N.E. 110 STREET MIAMI SHORES,FLORIDA Building Authority: MIAMI SHORES,FLORIDA Design Load: 30 + 15 + 0 + 10 PSF Building Code: FBC2004 /TPI2002 /ASCE7 -02 Software Used: MiTeJC x@20/20 2000 Ver.6.4 Project Engineer of Record: SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIO''S Engineering Cover Sheet Engineer of Truss Design Package Remberto Contreras, P.E. CONSULTING ENGINEER/ CIVIL/ STRUCTURAL EL Reb. Eng. No 21522 30 N.W. 87th Avenue, C -101 Miami, FL 33172 • • • • • . . • .. • • • • • •••• • • • • .. • • .. .. • I REMBERTO ONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 JUN 1 0 2008 • • • • • • . ROYAL TRUSS CORP. 9550 NW 79 AVE #5 HIALEAH, FL 33016 Phone: 305-822-0020/21 Fax: 305-822-0029 TO gli ORONI CONST. Reaction Summary Job Number: Page: 1 Date: 07 -10 -2008 - 11:27:04 AM Project ID: 7 -2-08 Project: Block No: Model: Lot No: Contact: Site: Office: Deliver To: Account No: Designer: Eddie Davis Salesperson: Quote Number: Name: Phone: Fax: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: --+_ 4 CJ4 16 lbs. each 4 - 1 - 7 ROOF TRUSS 1 - 6 - 14 2.48 0.00 Joint 2 Joint 6 314 lbs. 99 lbs. -492 lbs. Imo • 2 GR1 37 lbs. each 8 - 10 - 0 ROOF TRUSS 1 - 6 - 13 3.50 0.00 Joint 2 Joint 5 698 lbs. 698 lbs. -606 lbs. -606 lbs. 8 J1 5 lbs. each 1 - 0 - 0 ROOF TRUSS 0 - 11 - 13 3.50 0.00 Joint 2 Joint 3 242 lbs. 205 lbs. - 4321bs. - 951bs. = • 6 J3 11 lbs. each 3 - 0 - 0 ROOF TRUSS 1 - 6 - 13 3.50 0.00 Joint 2 Joint 3 Joint 4 344 lbs. 61 lbs. 25 lbs. - 4481bs. -8 lbs. . 'I_ 16 T1 36 lbs. each 11 - 4 - 0 ROOF TRUSS 1 - 11 - 12 3.50 0.00 Joint 1 Joint 3 586 lbs. 586 lbs. -321 lbs. -321 lbs. 1 T2 32 lbs. each 8 - 10 - 0 ROOF TRUSS 1 - 11 - 12 3.50 0.00 Joint 2 Joint 4 602 lbs. 602 lbs. -532 lbs. -532 lbs. 2 V4 6lbs. each 4 - 0 - 0 ROOF TRUSS 0- 7- 0 3.50 0.00 Joint 1 Joint 2 Joint 3 66 Ibs. 133 lbs. 66 lbs. -61 Ibs. -101 lbs. -61 lbs. •••• • /•_�+ 2 V7 21 lbs. each 8 - 0 - 0 ROOF TRUSS 1- 2- 0 3.50 0.00 • Joint 1 Joint 3 • • •••• .. •• • 327 lbs. 327 lbs. • • • • • • • • • ■ - 1871bs. - 1871bs. • • • ••• 11 • • •••• •••• • • • • • •••• • •••• • •••• •••I • • • • • •• •• •• • •••Il • I • • • ••111 • • •••• • • • • •••• • ••11 i • • • • •• • •• • • • • • i REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL RE. 21522 IJob ?Truss Truss Type 7 -2 -08 I CJ4 ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 - 1 -10 -10 1 -10 -10 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 1 REACTIONS (Ib /size) 2= 315/0 -11 -5, 6= 100/Mechanical Max Horz 2 =99(LC 2) Max Uplift2 =.492(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -7 =0/28, 2 -7 =0/28, 2-3= -29/6, 3- 4 = -1/0 BOT CHORD 2- 6 =0/0, 5 -6 =0/0 WEBS 3-6 =48/0 3x4 = CSI TC 0.92 BC 0.04 WB 0.01 (Matrix) LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1 -7 = -90 Trapezoidal Loads (plf) Vert: 7 =0(F=45, B=45)- to- 3=- 92(F = -1, B = -1), 3 =- 32(F = -1, B= 9)- to- 5=- 22(F = -1, B = -1) Ply IORONI CONST. 1 4 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Jul 10 11:25:39 2008 Page 1 BRACING TOP CHORD BOT CHORD 4 -1 -7 4-1-7 4-1 -7 4-1 -7 DEFL in (loc) I/defl Vert(LL) 0.00 2 * * ** Vert(TL) -0.01 2 -6 >999 Horz(TL) 0.00 n/a NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category 11; Exp C; enclosed; C -C Interior(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 Ib uplift at joint 2. 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). L/d PLAT£6• • GRIP 20 MT2b.... 244M96•1 244 • • • n/a ' •! Weight:17lb ••••• Structural wood sheatPlhg directly applied or 4 -1•7 • oc purlins. •••• • • • . • ••••, Rigid ceiling directSyapphed or 1064 -0 dt: bracing. • • • • • • • • • • • • • •• • • • •••• • • •• •• • • • • • • JUN 1 0 20DB 1 Scale =1:10.31 2x4 11 3 4 2x4 11 • • • • REMBERTO CONTRERAS, P.E. B=- 1)- to- 4=- 37(F = -3, B = -3), 2GQNSKTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 • • 'Job Truss Truss Type 7 -2 -08 GR1 ROOF TRUSS Royal Truss Hialeah y Corp, rp, Gardens, FL 33016 -1-4 -0 1-4-0 Continued on page 2 ( 3.50 FIT 3x4 = 3 -0-0 3 - 3 -0-0 1 Plate Offsets (X,Y) X4:0- 3 -0,0 -2 -10j 1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 3 -0-0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2004/TPI2002 4x5 = 2x4 II CSI TC 0.55 BC 0.27 WB 0.05 (Matrix) 5 -10-0 2 -10-0 5 -10-0 2 -10 -0 REACTIONS (Ib /size) 2= 699/0 -8 -0, 5= 699/0 -8 -0 Max Uplift2=- 605(LC 2), 5=- 605(LC 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/33, 2 -3 =- 1126/476, 3-4=- 996/451, 4 -5 =- 1129/474, 5 -6 =0/33 BOT CHORD 2 -8 =- 316/1014, 7 -8 =- 313/993, 5 -7 =- 315/1018 WEBS 3-8 =- 18/141, 3- 7= 45/52, 4 -7 =- 16/155 LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.00 Uniform Loads (plf) Vert: 1-3=-90, 3- 4=- 98(F = -7), 4- 6 = -90, 2- 8 = -20, 7- 8=- 22(F = -2), 5 -7 = -20 Qty 1 Ply ORONI CONST. 2 1 ''. j f Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Jul 10 11:25:40 2008 Page 1 DEFL in (Ioc) Vert(LL) -0.03 7-8 Vert(TL) -0.06 7-8 Horz(TL) 0.02 5 BRACING TOP CHORD BOT CHORD 5x6 = 4x5 = I/defl >999 >999 n/a 8 -10-0 3 -0-0 8 -10 -0 3 -0-0 • • • • • •• • 3x4 = •••• 10 -2-0 1-4-0 Scale = 1:19.7; 141 • i' • PLATES • GRIP . • 240 • • MT21t" 6 • : 244/ 1 90 • • .• • 24© • n/a • • •••• � Weight: 711a • • •••• • • • Structural wood sheat4imdirectylid or 5.3-18 • i• oc purlins. " ' • • Rigid ceiling directII'a»M$d or 10-0;0 o bracigg,.. • • •• • • • • • • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category 1I; Exp C; enclosed; C -C Interior(1); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 Ib uplift at joint 2 and 605 Ib uplift at joint 5. 6) Girder carries hip end with 3 -0-0 end setback. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 54 Ib up at 5 -10 -0, and 83 Ib down and 54 Ib up at 3 -0 -0 on bottom chord. The design /selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). REMSERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 JUN 1 0 2008 • • • • Job Truss Truss Type LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 8= -83(F) 7= -83(F) Ply ORONI CONST. 7 -2 -08 GR1 ROOF TRUSS 2 1 Royal Truss Corp, Hialeah 2007 MITek Inndustriedustrie eah Gardens, FL 33016 6.500 s Mar 8 Job , Inc. ptional) Industries, I Thu Jul 10 11:25:40 2008 Page 2 • • • • •••• • • ••• • • •• • • •••• • • • • •••• • JUN 1 0 2008 • , • •f • • 00000 • • • •••• • • • • • • • • • • • •••• • ••• • • • • • • • • • • • •••• • • •••• • •• • • • • • • • REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 Job Truss I Truss Type 7-2-08 J1 ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 1 Plate Offsets (X,Y): [2:0- 4- 5,0 -1 -8] LOADING (psf) SPACING 2 -0-0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 LOAD CASE(S) Standard -1-4 -0 1-4-0 CSI TC 0.35 BC 0.36 WB 0.00 (Matrix) DEFL in Vert(LL) 0.00 Vert(TL) 0.00 Horz(TL) 0.00 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2ND TOP CHORD BOT CHORD 2 X 4 SYP No.2ND BOT CHORD REACTIONS (Ib /size) 2= 242/0 -8 -0, 2= 242/0 -8 -0, 2= 242/0 -8 -0, 3=- 94/Mechanical Max Horz 2 =65(LC 2) Max Uplift2=- 431(LC 2), 3= -94(LC 1) Max Gray 2= 242(LC 1), 2= 242(LC 1), 2= 242(LC 1), 3= 205(LC 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =0/33 BOT CHORD 2 -3 =0 /0 °Qty NY ORONI CONST. 8 1 I I Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Jul 10 11:25:40 2008 Page 1 (Ioc) 2 2 -3 Udefl >999 >999 n/a 1 - 0 - 0 1 -0-0 1 -0-0 1 - 03k5 NOTES 1) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 Ib uplift at joint 2 and 94 Ib uplift at joint 3. •• • JUN 1 0 20 •••• • • U9 t PLAT GRIP • • 240 • • 1 • MT20' " :244/190 • 244.• •• •• n /a•• •• • .. . Weight: 51b • REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 Structural wood shealSinQdirectl? Alilid or 1+0.®••• oc purlins. " • .'I Rigid ceiling directltAP4gfl or 10 -0 -0 oc bracing • • • • • • •••• • • • . •••••••••• • • • • • • ••••4• • • Job 7 -2 -08 1 Royal Truss Corp, Hialeah Gardens, FL 33016 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard Truss Truss Type J3 -1-4 -0 1-4-0 SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 ROOF TRUSS 2x4 = CSI TC 0.48 BC 0.03 WB 0.00 (Matrix) REACTIONS (Ib /size) 3 =61/Mechanical, 2= 344/0 -8 -0, 4 =25 /Mechanical Max Horz 2= 138(LC 2) Max Uplift3 = -8(LC 2), 2 =- 447(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 14=0/33, 2- 3= -53/12 BOT CHORD 2-4=0/0 QtY Ply ORONI CONST. i6 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Jul 10 11:25:40 2008 Page 1 BRACING TOP CHORD BOT CHORD 3 -0-0 3 -0-0 3 -0-0 3 -0-0 DEFL in (loc) I/defl Vert(LL) 0.00 2 ** ** Vert(TL) -0.00 2-4 >999 Horz(TL) -0.00 3 n/a Ud 240 240 n/a NOTES 1) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL =5.0psf; Category 1I; Exp C; • • enclosed; C -C Interior(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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 8 Ib uplift at joint 3 and 447 Ib uplift at joint 2. • PLATES GRIP MT20 244/190 Weight: 11 Ib • • •••• • • • •••• • •• •• • • • • • • • • •• • • • • • • •• •• • • • 3 REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 JUN 1 0 2008 Scale = 1:7.3 Structural wood sheathing direcclyopplied or 3 -0-0 oc purlins. • • • • Rigid ceiling diretVly applied o.10-0 0 oc bracing.: • • • • • • • • • • • • • • • • • • • • • • • • •• • Job Truss Truss Type 7 -2 -08 T1 I ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 3x4 Plate Offsets (X,Y): LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 LOAD CASE(S) Standard 3.50 fW 5-8 -0 5-8-0 5-8-0 5-8-0 [1:0 -1- 12,0 -1-8], [3:0 -1- 12,0 -1 -8] SPACING 2-0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 REACTIONS (Ib /size) 1= 587/0 -8 -0, 3= 587/0 -8 -0 Max Uplift1=- 320(LC 2), 3=- 320(LC 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 1247/667, 2- 3=- 1247/667 BOT CHORD 1-4 =- 567/1129, 3-4 =- 567/1129 WEBS 2-4 =0/169 CSI TC 0.40 BC 0.38 WB 0.05 (Matrix) `Qty Ply ' ORONI CONST. 16 1 Job Reference (optional) 6.500 s Mar 8 2007 MITek Industries, Inc. Thu Jul 10 11:25:40 2008 Page 1 5x6 = 2x4 II DEFL in (Ioc) Udefl Vert(LL) 0.05 1-4 >999 Vert(TL) -0.11 1-4 >999 Horz(TL) 0.02 3 n/a BRACING TOP CHORD BOT CHORD 11-4-0 5-8-0 11-4 -0 5-8-0 Lid 240 240 n/a •• •• • • •• • • • • •. •• • • • • • • • • • • • • • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Interior(1); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 Ib uplift at joint 1 and 320 Ib uplift at joint 3. Scale = 1:18.8 3x4 = PLATES GRIP MT20 244/190 Weight: 37 Ib Structural wood the ,,hip g direcilyepplied of 441••1 oc purlins. • • • ••• • • • Rigid ceiling directly applied or7 -5'' oc brapirhg„ • • • • • • • • •• • •••• • • • . • • • • • • • • • • • • • • • • REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL33172 FL. P.E. 21522 JUN 1 0 2008 • • • • • Job 'Truss ITruss Type 7-2 -08 T2 ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 -1-4 -0 1-4-0 1 LOAD CASE(S) Standard 3.50 12 4-5-0 4-5 -0 1 4x5 = Qty ' Ply ORONI CONST. 1 1 Job Reference (optional) 6.500 s Mar 8 2007 M Tek Industries, Inc. Thu Jul 10 11:25:41 2008 Page 1 8 -10-0 4-5-0 4 ippor.: :Nogg __ ii' 2x4 = &TA 6 ISigill 2x4 = 4-5-0 4-5-0 Plate Offsets (X,Y): [2:0-1-1,0-0-2], [4:0-1-1,0-0-2j LOADING (psf) SPACING 2 -0 -0 TCLL 30.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.33 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 CSI TC 0.48 BC 0.17 WB 0.03 (Matrix) 2x4 11 1 8 -10-0 4-5-0 1 2x4 = 2x4 = 1 Weight: 33 Ib 10 -2-0 1 14-0 Scale = 1:19.3 DEFL in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 6 >999 240 MT20 244/190 Vert(TL) -0.04 4-6 >999 240 Horz(TL) 0.01 4 n/a n/a LUMBER BRACING • • • • TOP CHORD 2 X 4 SYP No.2ND TOP CHORD Structural wood �hearipg directly Ppplied or 841 • BOT CHORD 2 X 4 SYP No.2ND oc purlins. • • • ••• • • • WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10 -810 oc bracing.:, REACTIONS (Ib /size) 2= 603/0 -8 -0, 4= 603/0 -8 -0 Max Uplift2=- 531(LC 2), 4=- 531(LC 2) I� a • • • •• • • • • , • • • •• • • • • FORCES (Ib) - Maximum Compression /Maximum Tension .60r. • TOP CHORD 1 -2 =0/33, 2 -3 =- 710/215, 34=- 710/215, 4 -5 =0/33 • • cif. • • • BOT CHORD 2- 6=- 64/613, 4- 6=- 64/613 • • • WEBS 3 -6 =0/94 • • • .... • • • • • •••• • • NOTES • • • •. • •• • • • 1) Unbalanced roof live loads have been considered for this design. • • • •• • 2) Wind: ASCE 7-02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 531 Ib uplift at joint 2 and 531 Ib uplift at joint 4. REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 JUN 1 0 2008 ;Job -Truss 7 -2 -08 ; V4 Royal Truss Corp, Hialeah Gardens, FL 33016 1 Plate Offsets (X,Y): [2:0- 2- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND 3.50 I 12 2 -0-0 2 -0-0 • SPACING 2 -0-0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TP12002 ?Truss Type ROOF TRUSS CSI TC 0.05 BC 0.00 WB 0.00 (Matrix) REACTIONS (Ib /size) 1= 67/4 -0 -0, 2= 133/4 -0-0, 3= 67/4 -0-0 Max Uplift1= -61(LC 2), 2 =- 100(LC 2), 3 = -61(LC 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =- 15/21, 2- 3= -15/21 2 I 'Qri 2 1 Job Reference (optional) 6.500 s Mar 8 2007 MiTek Industries, Inc. Thu Jul 10 11:25:41 2008 Page 1 4 4-0-0 4-0-0 DEFL Vert(LL) Vert(TL) Horz(TL) BRACING TOP CHORD BOT CHORD in n/a n/a 0.00 PI y ORONI CONST. (Ioc) I/defl n/a n/a 3 n/a 4-0-0 2 -0-0 Lid 999 999 n/a •••• • • Structural wood EteatIligg direct/? applied ol•4+ -4� • oc purlins. •• • ••• • •` Rigid ceiling direath aapplied or 104- c bragiikil•; • •• •• • • • • ••• • • • • NOTES 1) Unbalanced roof live loads have been considered for this design. • 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; • • enclosed; C -C Interior(1); 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 61 Ib uplift at joint 1,100 Ib uplift at joint 2 and 61 Ib uplift at joint 3. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. LOAD CASE(S) Standard • 3 PLATES GRIP MT20 244/190 Weight: 6 Ib • • • • • • • •••• • • •••• Scale = 1:6.5 • • • REMBERT CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. RE. 21522 JUN 1 0 2008 • • • • • • • • • • • • • • • • • • • Job Plate OffsetsjX,Y): [2:0- 2- 0,Edge] LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND LOAD CASE(S) Standard Truss - Truss Type 7-2-08 V7 i ROOF TRUSS Royal Truss Corp, Hialeah Gardens, FL 33016 2x4 4 -0-0 4-0-0 3.50 fW SPACING 2 -0 -0 Plates Increase 1.00 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2004/TPI2002 REACTIONS (Ib /size) 1= 328/8 -0 -0, 3= 328/8 -0-0 Max Uplift1=- 186(LC 2), 3=- 186(LC 2) FORCES (Ib) - Maximum Compression /Maximum Tension TOP CHORD 1 -2 =- 509/389, 2 -3 =- 509/389 BOT CHORD 1- 3=- 334/460 CSI TC 0.23 BC 0.25 WB 0.00 (Matrix) '4ty 2 3x4 = 8 -0-0 8 -0-0 DEFL in Vert(LL) n/a Vert(TL) n/a Horz(TL) 0.01 BRACING TOP CHORD BOT CHORD Ply ORONI CONST. 2 1 Job Referencejoptional) 6.500 s Mar 8 2007 MITek Industries, Inc. Thu Jul 10 11:25:41 2008 Page 1 (loc) I/defl n/a n/a 3 n/a 8 -0-0 4-0-0 -------- ∎.- - - - - -- .---------------- - - - - -- - ---- "or ----------- - - - - -. -- - -- . -- - - - - -- Lid 999 999 n/a Structural wood �heatItii g directly applied OP 640•1_ . • oc purlins. • • • • • • • • Rigid ceiling direstUyapplied or 9- 1142 oc bracing •••• • • •• • • • • • • • • NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -02; 146mph (3- second gust); h =15ft; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C -C Interior(1); 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 186 Ib uplift at joint 1 and 186 Ib uplift at joint 3. • • • • • • • •• • 2x4 PLATES GRIP MT20 244/190 Weight: 21 Ib • • • • •• • • • • • •• • • • • • • JUN 1 0 2008 Scale = 1:13.0 • • • • • • •• • • • • • • • REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 • January 14, 2004 Re: End Jack Connection Detail- Top chord to corner jack/Flip girder As you requested, I investigation the connection requirements for open -ended jacks in a standard corner set based on the following parameters: $pacing: 2' - 0" o.c. Gravity Load: 30+ 15 +0+ 10PSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -98 per FBC 2001 Occupancy category II, exposure C, 25 ft. above ground, -10 PSF dead load. Lumber:.2x4 No. 2 SYP minimum top and bottom chord (no webs) Pitch: 2 :12 to 6:12 16d Toe -Nail Capacity = 154 * .83 * .77 * 1.33 = 130# Approved Hurricane Clip Min. capacity 400# each direction (3), 1 6c1'. Toe -nails Mark Span Top Chord Bottom Chord Top Chore • .B .Reaction Reaction Connecti Qo. anneal= 315# 395# 70# Hurricane (2). 16d Clip Toe -nails If you have any questions regarding this matter, please do not hesitate to call. Sincerely, I / REM RTO CONTRERAS, P.E. CONSU ING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL. P.E. 21522 JUN 1 0 2008 • • • r. 11/lark Span End Reaction Top Chord Connection &ott. Ch. Connection Total Nail Ca act . Gravity Uplift CJ5 fi 7 -0 -14 447# 662# {3). 16d Toe- nai IS (31. 16d : 1'oe -nails .i.... •' R • • Re: Comer Jack Connection Detail- 0J5 Dear Eddie, As you requested, 1 investigation the connection requirements for a 5' — 0" setback corner jack with a 2 panel top chord and end vertical, connoted to a S' — 0" setback blp girder based on the following parameters: Gravity Load: 30+ 15+ 0+ 1OPSF Wind Load: 146 MPH, Components and Cladding loads, ASCE 7 -02 per FRC 2()04 - Occupancy category II, exposure C, 25 ft. above ground, 10 PSF dead load. Lumber: 2x4 No. 2 SIT minimum top and bottom chord Pitch: 3:12.6:12 16d Toe -Nail Capacity — 154 * .83 * .77 * 1.33 130# If you have any questions regarding this matter, please do not hesit • •, • • Sincerely, . • • • • • r T RE BE CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL/ STRUCTURAL 30 N.W. 87th AVE. C -101, MIAMI, FL 33172 FL P.E. 21522 JUN 1 0 2008 ••• • • •••• • • •••• • •• • • • • • • tau. .. • ••••• • - • •• • • • •• • •• • • • • • •• • • •• • • • • • • Valley Trusses Supporting Truss c" wedge 2:P t^ truss w/ 2 toe- nails, or bevel cut bottom chord of valley truss 12 pitch �4 to7 Valley Trusses @ 24" o.c. / REMBERTO CONTRERAS, P.E. CONSULTING ENGINEER / CIVIL / STRUCTURAL 30 N.W. 87th AVE. C - 101, MIAMI, FL33172 FL. P.E. 21522 JUN 1 0 2008 Partial Roof Layout V/ AWiii►ii■ /r% ri ■aii ►Isar IIAMIA•■•■ K MI AU EL l upp • ling Trusse Continuous Bracing © 24" o.c. in areas without plyw. sheathing Valley Truss Strap @ 48" o.c. (see note) Supporting trusses @ 24" o.c. Design Loads: 30 + 15 + 0 + 10 PSF, 33% DOL Wind Speed 146 MPH, 10 PSF Dead load Lumber. 2x4 No. 2 ND SYP min. chords 2x4 No. 3 SYP min. webs loos• • • • • ..•• • • • • •. •• • ••• • • • • •• • •••• • • -0110 • Notes: • • • • • • • 1111•. (a) Provide cont. bracing on verticals over 6' - 3 ". Connect bracing • • • • • • • to verticals w/ 2, 10d nails. Bracing must be tied to a fixed point at ends. : • • (b) Max. spacing for vertical studs is 6' - 0 ". • (c) Conn. for uplift with min. 1 -1/4" 16 ga. twist strap at 4' - 0" o.c. • • • • • • • • • • • • • • . • with 4, 10d nails each side of strap. (ASCE 7 -02, FBC 2004) (d) Brace top chords of supporting trusses with plywood sheathing or 2x4 cont. bracing at 24" o.c. • • • •••0 • • •••• • • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE MONTGOMERY, MN 56069 -1324 800- 328 -5934 info(USPconnectors.com WWW.USP rinectors.cam Re- Issued May 1, 2003 USP LUMBER CONNECTORS Page 1 of 10 Copyright© 2003, National Evaluation Service, Inc. w cpL National Evaluation Service, Inc. Aft 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 -3401 Phone: 703/931 www.nateval.orq Fax: 7031931 - 6505 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 - 3401 Phone: 703 /931 -2187 www.nateval.orq Fax: 703/931 -6505 NATIONAL EVALUATION REPORT Report No. NER -510 DIVISION 06 — WOOD AND PLASTICS Section 06090 — Wood and Plastic Fastenings REPORT HOLDER: EVALUATION SUBJECT: INTERNATIONAL CODE COUNCIL,. • • •• • • • • •••• • • • • •• • ••• o • • • • • •• •••••• • • • •••• • • • • •••• • •• •• •• •• • • • • • • • • • • •••• • • • • • • • • • • •• • • • • • • • • • This resort is limited to the specific product and data and test reports submitted by the applicant in its application requesting this report. No independent tests were performed by the National Evaluation Service, Inc. (NES), and NESspecifically does not make any warranty, either expressed or implied, as to any finding or other matter in this report or as to any product covered by this report. This disclaimer includes, but is not limited to, merchantability. This report is also subject to the limitation listed herein. Page 2 of 10 National Evaluation Report No. NER -510 S0 DESCRIPTION IN STALLATION 5 .0 IDENTIFICATION 6.0 EVIDENCE SUBMITTED NATIONAL EVALUATION SERVICE, INC. Copyright© 2003 NES ' roduct Evaluation Listing PERTY FOR WHICH .L UATIION IS SOUGHT 3 NDITIONS OF USE Re Issued May 1, 2003 back to the NES home page 1.0 SUBJECT USP Lumber Connectors: 1.1 Butterfly Hanger CLBF Series 1.2 Rafter Clip and Stud Plate HCPRS Series 1.3 Hurricane Anchor HCPL Series 1.4 Truss Tie Down Strap (True Tie) HDPT Series 1.5 Girder Truss Strap /Hold -Down SGP Series 1.6 Joist Hanger HUS Series 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT Structural connection for wood construction 3.0 DESCRIPTION 3.1 Models 3.1.1 Butterfly Hanger CLPBF Series: The Butterfly hanger is a U- shaped connector that supports structural lumber and is nailed to the face of the supporting wood member. It is die formed from No. 18 gauge galvanized steel. Refer to Table 1 for connector dimensions, fastener schedules and allowable loads. 3.1.2 Rafter Clip and Stud Plate HCPRS Series: The rafter clip and stud plate, fabricated from No. 18 gauge galvanized steel, are irregular - shaped connectors that connect the top and bottom plates to stud members. Refer to Table 2 for fastener schedules and allowable loads. 3.1.3 Hurricane Anchors HCPL Series: The Hurricane anchor is a framing anchor that connects rafter members to the double top plate or to stud members. The anchors are die formed from No. 20 gauge galvanized steel. Refer to Table 3 for anchor dimensions, fastener schedules and allowable loads. 3.1.4 Truss Tie Down Strap (True Tie) HDPT Series: The truss tie down strap is a 1 3/4-inch-wide strap that is U- shaped with 19- inch -long twisted ends. The strap straddles the top chord of a truss and connects to the double topplate. The strap is die formed from No. 18 gauge galvanized steel i Refer o T a�for connector dimensions, fastener schedules and allowable lands • • • 3.1.5 Girder Truss Strap /Hold -Down SGP Seritt!M girdertrusS 'strap intr l!• shaped connector that resists tension forces onIrPRd tonnector'is used Xl jr ASTM A1011 steel washer, measuring 3 by 3 by? //4flpches jl)�t a long -slot: hole, and a Y2 -inch- diameter bolt. The strap is manttfeetured from 14 gaugasbael. Refer to Table 5 for strap /hold -down dimensions, te4enr schedtArand allowable' loads. •• •• •• • 3.1.6 Joist hanger HUS Series: The HUS hingers :are deAgrl ed to .Ippq nominal 2x dimensional lumber and 1 -3/4 inch structural comtwitelumbee. The, joist hangers are fabricated from 16 gauge st441. • Tjie joist, baggers ar pre: punched for 16d common wire nails. The joist nails are drivenil horizontally toward the header so as to penetrate through the joist end into the deader, so that the joist is also toe - nailed to the header. Refer to Table 6 for joist hanger dimensions, fastener schedules and allowable loads. 3.2 Design The design of the connected wood members shall be submitted to and acceptable to the local code official. Tabulated design loads for the connectors are based on the lowest load obtained from comparing: • least test load that causes 1/8 inch (3.18 mm) deflection. • lowest ultimate test load with a safety factor of 3. • allowable fasteners and compression perpendicular -to -grain values in accordance with the 1997 AFPA National Design Specification® for Wood Construction, based on wood with a specific gravity of 0.55. Page 3 of 10 National Evaluation Report No. NER -510 DESCRIPTION ,PROPERTY FOR WHICH EVALUATION IS SOUGHT ,4.0 NATIONAL EVALUATION SERVICE, INC. Copyright©, 2003 NES Evaluation Listin Re Issued May 1, 2003 back to the NES home page The connected wood member shall be designed for the design loads. Allowable values are for connections in wood seasoned to a moisture content of 19 percent or less and used under continuously dry conditions. For connections in wood that is unseasoned or partially seasoned, the allowable loads in this report shall be multiplied by the moisture content factor, C specified in the applicable building code. 3.3 Materials 3.3.1 Steel: All devices listed in this report are fabricated from ASTM A653, SS Grade 33 steel, with galvanizing complying with ASTM A924, G60. Steel coated or galvanized thicknesses are No. 10 gauge (0.1345 inch), No. 11 gauge (0.1196 inch), No. 12 gauge (0.1046 inch), No. 14 gauge (0.0747 inch), No. 16 gauge (0.0598 inch), No. 18 gauge (0.0478 inch), No. 20 gauge (0.0359 inch) and No. 22 gauge (0.0299 inch). The uncoated minimum steel thickness of the connectors shall not be less than 95 percent of these listed thicknesses. 3.3.2 Wood: Lumber shall be nominal dimension lumber having a minimum specific gravity of 0.55, such as southern pine, with a moisture content of 19 percent or less. 3.3.3 Fasteners: Nails shall be common wire nails having a minimum bending yield strength, Fyb, of 90,000 psi. Common wire nails conform to the nominal sizes specified in Federal Specification FF -N -1058. Bolts have a minimum bending yield strength, Fyb, of 45,000 psi. 4.0 INSTALLATION 4.1 General USP Lumber Connectors shall be installed in accordance with the manufacturer's published installation instructions. The manufacturer's published installation instructions and this report shall be strictly adhered to and a copy of these instructions shall be available at all times on the job site during installation. The instructions within this report govem if there are any conflicts between the manufacturer's published installation instructions and this report. 4.2 Design •••• Tabular load capacities are based on wood with a =ninjl sp ®f. ©.66• and a moisture content less than 19 percent. Tabulated eowaaissidealqn loads art for loads of normal duration. Adjustments to thesew,salaes shall b6.perniiita►tiidr• other durations of loading, i.e. plus 15 percent foatwamonths duration (snow), or plus 33 percent for wind or seismic. Tabulated allowoble design loads spit b reduced 10 percent for design load durations lon0g6tJ 10 WMS.• The re aJ,tjag allowable design load after adjustment shall not eeteclpe maiip L m design ioaca• shown in the tables. • • • • • • • •• • •• •• • • 5.0 IDENTIFICATION • • • • •••• Each of the USP Lumber Connectors covered b this.report shall.b4 labeled wit1 the manufacturer's name /and or trademark, seriesactes=gnatiorl,enil this Nptitti2= Evaluation Service evaluation report number, NER -510 for fi810,itiptitification. 6.0 EVIDENCE SUBMITTED • • • 6.1 Calculations prepared and sealed by Dole J. Kelley, Jr., P.E. 6.2 Reports of Load Tests, prepared by ATEC Associates, Inc., for the following joist hangers and timber connector devices: CLPBF (Report No. 8555 dated November 19, 1992; and Report No. 33504 dated August 4, 1987); TPP4 (Report No. 4964 dated July 20, 1991); HCPR/L (Report No. 4955 dated July 10, 1991); HCPLR/L (Report No. 4954 dated July 10, 1991); HCPLR/L (Report No. 9805 dated October 21, 1993); HCPEL (Report No. 4996 dated July 17, 1991); HCPTA (Report No. 4402 dated May 7, 1991); HDPT2 (Report No. 9803 dated October 18, 1993): HCPRS (Report No. 7503 dated June 17, 1992); HA5(HCPRS) (Report No. 0583 dated November 30, 1988; and Report No. 7503 dated June 17, 1992). 6.3 Reports of Load Tests prepared by Product Testing, Inc., for the following joist hangers and timber connector devices: CPC44 (Report No. 94- 0036/6251 dated April 9, 1994); HDPT (Report No. 94- 0010/1349 dated Stock No. 1 leg Dimensions (in-) Fastener Schedule Allowable Loads (L s.) W H Ratter Plate Stud F1 F2 Up81t 133% 160% 133% 160% 133% 160% HCPLL 20 1 -12 6 (4)6d (4)6d (4)6d' 145 145 95 95 400 480 (4)8d (4)Bd (4)8d', 145 145 95 95 510 520 HCPLR 20 1 -12 6 (4)6d (4)6d (4)6d' 145 145 95 95 400 480 (4)8d (4)8d (4)8d• 145 145 95 95 510 520 Page 7 of 10 National Evaluation Report No. NER -510 Notes: 1, 2, 6, 8 'Applies to stud application. H Table 3— HCPL Series Figure 3 — HCPL Hurricane/Seismic Anchors HCPL(L) shown (HCPL(R) opposite J) • oleo, • • • •• • ••• • •• • •••• • ••• • •••• • • • • • •• •• • r•••• • --• • • • • • •••• •• ••• • • • • •••• • • •• ••• t• • • • • • • • • • • • • • ••• •• • • • •e ••• • • • • •• •• • •• •• • e•• • • • Page 4 of 10 National Evaluation Report No. NER -510 NES Product Evaluation Listing 0 SUBJECT I ENTIFATION CONDITIONS OF USE NATIONAL EVALUATION SERVICE, INC. Copyright@ 2003 PROPERTY`FOR WHICH EVALUATION IS SOUGHT Re- Issued May 1, 2003 back to the NES home page January 17, 1994); HCPFA (Report No. 94- 0029/6251 dated March 29, 1994). 6.4 Engineering calculations for HUS 2x ands 1.75x Joist hanger connector Series, signed and sealed by Thomas A. Kolden, P.E., 9 -13 -2002. 6.5 Test reports on load testing of HUS Series Joist hangers under ASTM D 1761, Stork Twin City Testing Corporation, Project No. 3018 02- 50331, September 6, 2002, signed by Scott W. Britzius and Derrick J. Swanson, P.E. 7.0 CONDITIONS OF USE The ICC -ES Legacy Evaluation Subcommittee for the National Evaluation Service finds that USP Lumber Connectors described in this report complies with or are suitable altemates to that specified in the 2000 International Building Code@ with 2002 Accumulative Supplement, the 2000 International Residential Code© with 2002 Accumulative Supplement, the BOCA National Building Code11999, the 1999 Standard Building Code©, the 1997 Uniform Building CodeTn", and the 1998 International One and Two Family Dwelling Code subject to the following conditions: 7.1 This Evaluation Report and the manufacturer's published installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 Connector loads are determined in accordance with the applicable Code. The allowable loads shall not exceed those shown in the tables of this report. Loads in the tables are predicated on the use of fasteners indicated in the tables, wood with a minimum specific gravity of 0.55 and lumber moisture content less than 19 percent. The scope of this Evaluation Report is limited to use of these connectors with lumber that has not been pressure treated with chemicals such as those for fire- retardant treatment and preservative treatment. 7.3 Allowable loads in the attached tables are for connectors only. All framing members shall be designed in accordance with the requirements of their appropriate design specifications as referenced in the applicable Code 7.4 Loads designated as "normal" loads are permitted to be increased for duration of load in accordance with the 1997 AFPA National Design Specification® for Wood Construction up to the allowable tabulated for 115 %, 125 %, 133% and 160 %. 7.5 Calculations are to be submitted at time of permit applicatit,f"Tae individual performing such calculations shall poss4ss .t? g necesSary credefatiais• regarding competency and qualifications as r Auired by thevoticable Cofi and the professional registration laws of the state sere the cao structia.ii. undertaken. • • • 7.6 This report is subject to periodic re- examirlatipp. For inforgtation Qri *the: current status of this report, consult the ICC-gg bsite: Footnotes for Tables 1 throu I1$? • • . •••• (Refer to the bottom of each table for appfitable footnotes • 1. Design loads are based on calculations that assume a wood species having a minimdr i average specific gravity of 0.55, such as southern %ellow aine. • • • • • • 2. Nails shall be common wire nails having a minimum bending yield strength, gyb, of, 90,000 psi. The nails shall also conform to the liprnfln't sizes wpecified in aed6rel Specification FF- N -105B. Bolts shall have a minimum bending yiel5l�sttength, �yb, of 45,000 psi. 3. Header material shall be at least 3 inches thick. 4. Allowable Toads are based on the lowest of the following: 4.1 Seat bearing of 460 psi. 4.2 Ultimate test load divided by three. 4.3 Test load producing 1/8 -inch deflection. 5. Uplift loads include a 331/3 percent increase for compliance with the Uniform Building Code and Standard Building Code, and a 60 percent increase for compliance with the BOCA National Building Code for wind or seismic load conditions. When using products in jurisdictions which have adopted the International Building Code, uplift loads include 331/3 percent for wind and seismic conditions and require use of load combinations of Section 1605.3.1 or 1605.3.2 of the International Building Code. No further increase is permitted. 6. Allowable loads are beyond the scope of this report for conditions where permanent load adjustment factor, 0.90, controls. 7. Connector installation shall be restricted to concrete construction. Concrete shall be normal weight having a minimum compressive strength of 2,500 psi. 8. Lateral loads are perpendicular to the rafter or joist. 9. Allowable loads are for the number of fasteners specified in the table installed in each end of the straps. . • H 1 ig. Dimensions (hi.) Fastener Schedule Allowable Loads (Lbs.) W H Rafter Plate Stud F1 F2 Upfft 133% 160% 133% 160% 133% 160% HCPLL 20 1-1/2 6 (4)6d (4)6d (4)6d• 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 HCPLR 20 1.12 6 (4)6d (4)6d (4)6d* 145 145 95 95 400 480 (4)8d (4)8d (4)8d' 145 145 95 95 510 520 Page 7 of 10 National Evaluation Report No. NER -510 Notes: 1,2,6,8 'Applies to stud application. Figure 3— HCPL Hurricane /Seismic Anchors H Table 3— HCPL Series HCPL(L) shown (HCPL(R) opposite bend) • • • • • •• • • • • •••• • • • • • • •• • •• •• • • •••• • • • •• • • • • • • • • • •••• • • • ••••• • • • •• • •• • • • • • • • • • • • • • • • • • • li ig 1 is Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) W H D Header Joist 100% 115% 125% UM 133% 160% 2x4 CLPBF 18 1-9116 2 -112 2 -112 (12)6d (3)6d 900 950 950 300 360 (12)6d (6)6d 900 950 950 600 720 (12)8d (3)8d 950 950 950 380 460 (12)8d (6)8d 950 950 950 710 855 Page 5 of 10 National Evaluation Report No. NER -510 Notes: 1, 2, 3, 4, 5, 6 Values based on 1 -111 thickest Table 1— CLPBF Series Figure 1 — CLPBF Butterfly Hanger r • • • •• •• •••• • • • ••••• • • Page 6 of 10 7 Notes: 1, 2, 4, 5, 6 Table 2 — HCPRS Series Figure 2 — HCPRS Hurricane/Seismic Anchors National Evaluation Report No. NER -510 • ••• • • • • • • • ••• • • • •• •••• • ••• • • • •••• • • •• • • • • •• • • • • • • •••••• • • • •••• • • •••• •••• • • • •• • ••••• • • • • • • ig Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) Stock Uplift No. W1 W2 H Stud Plate 133% 1430% HCPRS3 18 2-9/16 6-1/4 5-1/4 (6) 8d (6) 8d 540 540 (6) 10d (8)10d 540 540 HCPRS4 18 3.9116 7-114 5.114 (6) 8d (6) 8d 540 540 (6)10d (8)10d 540 540 Page 6 of 10 7 Notes: 1, 2, 4, 5, 6 Table 2 — HCPRS Series Figure 2 — HCPRS Hurricane/Seismic Anchors National Evaluation Report No. NER -510 • ••• • • • • • • • ••• • • • •• •••• • ••• • • • •••• • • •• • • • • •• • • • • • • •••••• • • • •••• • • •••• •••• • • • •• • ••••• • • • • • • Fastener Size Alternate Fastening Schedule Allowable uplift Low Loads (Lbs.) Total Numbs of Fasteners 2 4 6 8 10 12 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 133% 160% 8d 220 265 440 530 680 790 880 1055 1100 1320 1320 1585 10d 265 320 535 640 800 960 1065 1280 1335 1600 1600 1920 16d 320 385 640 770 960 1150 1280 1540 1600 1915 1915 2300 i Page 8 of 10 National Evaluation Report No. NER -510 Table 4 — HDPT Truss Tie Down Strap Series Notes: 1, 2, 6, 9 Figure 4 — HDPT Truss Tie Down Straps (True Tie) 1 3/4' • • • •• • • • • • • �. • • • • • • • •••• ••• • • • • • • •• • • •• • • • • •••• • • • • • • •••• • • F1' • • •• • •*. • • • • • • • • • • I la Allowable Loads (Lbs.) Stock Fastener F1 Size No. Description Schedule 133% 160% 2x HDPT2 18 Single True Tie (4)10d 450 450 (2)2x HDPTD 18 Dout3e True Tie (4)10d 450 450 i Page 8 of 10 National Evaluation Report No. NER -510 Table 4 — HDPT Truss Tie Down Strap Series Notes: 1, 2, 6, 9 Figure 4 — HDPT Truss Tie Down Straps (True Tie) 1 3/4' • • • •• • • • • • • �. • • • • • • • •••• ••• • • • • • • •• • • •• • • • • •••• • • • • • • •••• • • F1' • • •• • •*. • • • • • • • • • • Page 9 of 10 National Evaluation Report No. NER -510 Notes: 1, 2, 5, 6, 7 • • r Table 5 — SGP Series Figure 5 — SGP Tension Tie 4e* • • • • • AO • • • • • • • • • ▪ • • _Steel Gauge Dimensions (in.) Fastener Schedule Allowable Loads (Lbs.) Stock Anchor UpUf No. Strap Plate W D L CL Bolt Strap 133% 160% SGP2 14 1/4 1.518 4 1 8114 1.112 (1)12" (14)10d 1455 1455 (14)16d 1455 1455 Page 9 of 10 National Evaluation Report No. NER -510 Notes: 1, 2, 5, 6, 7 • • r Table 5 — SGP Series Figure 5 — SGP Tension Tie 4e* • • • • • AO • • • • • • • • • ▪ • • Stock H Hanger Dimensions F Fastener Schedule" A Allowable Loads (lbs.) W H H D D H Header J Joist F F = 480 psi F F. = 625 psi F F = 675 psi U Up ift (In.) ( (In.) ( (In.) Q Qty T Type Q Qty T Type 1 100% 1 115% 1 125% 1 100% 1 115% 1 125% 1 100% 1 115% 1 125% 1 133% 1 160% HUS26 1 16• " "" 5 5 7/16 1 14 1 16d 2 2590 2 2975 3 3080 2 2590 2 2975 3 3235 2 2590 2 2975 3 3235 1 1925 1 1925 HUS2B 1 16 7 7 3/16 m m 22 m m 16d 3 3145 3 3310 3 3415 3 3890 4 4050 4 4160 3 3900 4 4275 4 4345 2 2570 2 2570 HUS210 1 16 9 9 3/16 3 30 1 16d 3 3415 3 3615 3 3750 4 4160 4 4360 4 4495 4 4385 4 4585 4 4720 3 3205 3 3205 HUS175 1 16 1 1 13/16 5 511/32 1 16d 1 16d 2 2590 2 2975 3 3235 2 2590 2 2975 3 3235 2 2590 2 2975 3 3235 1 1925 1 1925 HUS177 1 16 1 1 13/18 7 7 3/32 4 41 16d 1 16d 3 3490 3 3655 3 3760 3 3900 4 4345 4 4345 3 3900 4 4345 4 4345• 2 2570 2 2570 HUS179 1 16 1 1 13116 9 9 '3/32 1 16d 1 16d 3 3760 3 3960 4 4095 4 4625 4 4830 4 4965 4 4890 5 5090 5 5225 3 3205 3 3205 Page 10 of 1 Table 6 — HUS Series nch- 254mm, 1Ibfm4A5N ,7 psda689KI a 1 A 16d naU is 312 inches long end 0.162 Inches In diameter. 2 The 16d nails driven Into the jnlet shall be installed at 30 to 45 degrees horizortaUy toward the header. 3 Uplift toads Include a 331/3% or 60% Increase for wind er seismic load condltiona. No further Increase shall be permitted. Figure 6 National Evaluation Report No. NER -510 • • . . • ••• •••• . • . •• •• • . • • . .• • • ••• • • • • • •• •• •• • • •••• • • • • • • • •••• . • •••• • f - • ▪ • • • 1•••• •• • •• • • • • .. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) United Steel Products Company. 14305 South Cross Drive #200 Burnsville, MN 55306 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCPRC reserves the right to revoke this acceptance, if it is determined by Miami -Dade county Product Control Division that this product or material fails to meet the requirements of the applicable building code. ••••• This product is approved as described herein, and has been designed to comply with the Florida Buildin Code including the High velocity Hurricane Zone. • • • ••• • •• •• DESCRIPTION: HUS, THD & THDH Series Wood Connectors. APPROVAL DOCUMENT: Drawing No. MD09 -06, titled "HUS Series ", `THD Seriesl t & "TI•IDH•Series'. sheets 1 through 3, dated 09 /01/06, prepared by United Steel Products Company signed and se by R. W. Lutz, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice xSPtcceptjht g4OA7 • • • • number and Expiration date by the Miami -Dade County Product Control Division. • • • • '• • LABELING: Each unit shall bear a permanent label with the manufacturer's nab or i iiy,• tate and* following statement: "Miami -Dade County Product Control Approved ", unless otherwise rtdted'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 consists of this page, evidence page E -1, E -2 & approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MISSILE IMPACT RATING: None • NOA No: 06- 0921.05 Expiration Date: March 15, 2012 Approval Date: March 15, 2007 Page 1 1 4 H O - 7#401-1 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 • • • • • • • PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D A HEADER JOIST 16d 100% 16.1 JPLIFT HUS175 1- 3/4x5- 1/2x7 -1/4 16 1 -13/16 5 -3/8 3 2 (14)16d (6)16d 3000 1975 HUS177 1- 3/4x7- 1/4- 11 -1/4 16 1 -13/16 7 -1/8 3 2 (22)16d (8)16d 4025 1803 HUS179 1- 3/4x9- 1/4 -14 16 1 -13/16 9 -1/8 3 2 (30)16d (10)16d 4580 3210 HUS26 2 x 6 -8 16 1 -5/8 5 -7/16 3 2 (14)16d (6)16d 3000 1975 HUS28 2 x 8 -10 16 1 -5/8 7 -3/16 3 2 (22)16d (8)16d 4025 180 HUS210 2 x 10 -12 16 3 -5/8 9 -3/16 3 ? (30)16d (10)16d 4580 3E10 HUS410 4 x 10 -12 14 3 -5/8 8 -7/8 2 1 (8)16d (8)16d ?3P0 1696 HUS412 4 x 12 -14 14 3 -5/8 10 -7/8 2 1 (10)16d (10)16d 3000 2665 HUS46 4 x 6 -8 14 3 -5/8 5 2 1 (4)16d (6)164 (4)16d (6)16d 1080 1800 101ei 1550 1015 HUS48 4 x 8 -10 14 3 -5/8 7 2 1 HUS26 -2 (2) 2 x 6 -8 14 3 -1/8 5 -1/4 2 1 (4)16d (4)16d 1080 HUS26 -3 (3) 2 x 6 -8 14 4 -5/8 4 -1/2 2 1 (4)16d (4)16d 1080 1075 HUS28 -2 (2) 2 x 8 -10 14 3 -1/8 7 -1/8 2 1 (6)16d (6)16d 1800 1550 HUS28 -3 (3) 2 x 8 -10 14 4 -5/8 6 -3/8 2 1 (6)16d (6)16d 1800 155D HUS210 -2 (2) 2 x 10 -12 14 3 -1 /8 9 -1/8 2 1 (8)16d (8)16d 2320 1695 HUS210 -3 (3) 2 x 10 -12 14 4 -5/8 8 -3/8 2 1 (R)16n1 (R)1Ad 2320 1695 HUS212 -2 (2) 2 x 12 -14 14 14 31/8 4 -5/8 11 - 1 /R 10 -3/8 2 2 1 1 (10)16d (10)16d (10)16d (10)16d 3000 3000 2665 2665 HUS212 -3 (3) 2 x 12 -14 HUS26 GENERAL 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 2001 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 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. .. .. • • • .. .. • • • . .. • • • • • • • • • • • . • • • • • • DATE' 09 -01 -06 SHEETI 1 OF 3 HUS212 -3 Approved as complying wit! Ike Florida B g Code 441e 3 t . NOA# Miami i ,, r e Produ Div' f _ 1Y UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME' HUS SERIES ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO. MD 09 -06 MDADE •• • ••• • • •• •• • •• 0 PRODUCT CODE JOIST SIZE STEEL GAUGE DIMENSIONS FASTENERS DESIGN LOAD W H D A HEADER JOIST 16d 1007. ltd UPLIFT 160% THD175 1- 3/4x5- 1/2 -7 -1/4 14 1 -7/8 5 3 1 -7/8 (18)16d (12)10d 2700 1375 THD177 1- 3/4x7- 1/4- 11 -1/4 14 1 -7/8 6 -7/8 3 1 -7/8 (28)16d (16)10d 4200 2970 THD179 1- 3/4x9- 1/4 -14 14 1 -7/8 8-7/8 3 1-7/8 (38)16d (20)10 51, 195 ,3985 THD26 2x6 -8 16 1 -5/8 5 -1/16 3 1 -7/8 (18)16d (12)10d 2700 1375 THD28 2x6 -10 16 1 -5/8 7 3 1 -7/8 (28)16d (16)10d 4200 2970 THD210 2x10 -12 16 1 -5/8 9 3 1-7/8 (3$)16d (20)10d 5195 3985 TH026 -2 (2) 2x6 -8 14 3 -7/16 5 -3/8 3 2 (18)16d (12)10d 2700 1375 TH028 -2 (2) 2x8 -10 14 3 -7/16 7 -1/8 3 2 (28)16d (16)10d 4200 2970 THD210 -2 (2) 2x10 -12 14 3 -7/16 9 -1/8 3 2 (38)16d (20)100 5195 3985 THD210 -3 (3) 2x10 -12 i? 5 -1/8 9 3 3 (38)16d (20)10d 5475 3710 THD410 4x10 -12 14 3 - 5/8 9 -1/16 3 2 (38)16d (20)10d 5195 3985 3710 THD412 4x12 -14 14 3 -5/8 11 3 3 (48)16d (20)10d 6020 THD46 4x6 -8 14 3 -5/8 5 -5/16 3 2 (18)16d (12)10d 2700 1375 THD48 4x8 -10 14 3 -5/8 7 -1/16 3 2 (28)16d (16)10d 4200 2970 THD610 6x10 -12 12 5 -1/2 9 3 3 (38)16d (20)10d 5475 3710 THD612 6x12 -14 12 5 -1/2 11 3 3 (48)16d (20)10d 6740 3710 THD7210 7x9- 1/4 -14 12 7 -1/4 9 3 3 (38)16d (18)16d 5475 3710 THD175 GENERAL 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 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 197. OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM D1761. 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 607. FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. . .. • • • • ..... • • • . .. • • • • • • • • • • • • • ... • • • • .... • . • •. • • • • • .. • • • • • • • • • • .. • . . • • • • • • • • • • . • • ... • • • . . • • • .. . . • • • • • .. • • • • • ... .. UNITED STEEL PRODUCTS COMPANY NAME. 703 ROGERS DRIVE, MONTGOMERY, MAl. 56069 PHONE (507) 364 -7333 DATE' 09 -01 -06 SHEET' 2 OF 3 THD SERIES ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO. MD 09 -06 THD412 Approved as complying with the Florida Bedding C e t Date 3// S p OAN CXo 5Z / .0 1 - Miami Dade Product Di By MDADE • • •• PROB4C • : CODE• • • JBIST• • • • Si E • • • T GAU 2 DIMENSIONS FASTENERS DESIGN LOAD W H D HEADER TRUSS 0%. L THDH26 2x6 -8 12 1 -5/8 5 -7/16 5 (20)16d (8)16d 4265 2260 THDH28 • • e x4 • • • :•• • • 1E 1 -5/8 7 -3/16 5 (36)16d (12)16d 5090 3260 THDH26 -2 z.4--1 I • • • • •• 'n 1R 3 -1/4 -1/8 5 -1/2 5 -3/8 4 4 (20)16d (20)16d (8)16d (8)16d 4265 4265 2260 2260 THDH26 -3 : 24-0 ; •-• • THDH28 -9 Ex9 -10 • • ••• 12 -1/8 7 -1/8 4 (36)16d (12)16d 5090 3260 THDH210 -2 2x10 -12 . 12 3 -1/4 9 -1/4 4 (46)16d (12)16d 5850 3060 THDH46 4x6 -8 12 3 -5/8 5 -5/16 4 (22)16d (8)16d 4265 2260 THDH410 4x10 - 12 12 3-9/169-1/8 4 (36)16d (12)16d 5850 3060 THDH3210 3-1/4x9 -1/ 12 a -1/4 '9 -3/8 4 (46)16d (12)16d 5850 30.0 '0. + -- x - -1/ 12 .- /: 8- 3 - (46)16d (12)16d 5850 3060 THDH7210 7- 1/4x9- 1/4 -14 7 -1/4 7 -1/4 4 (46)16d (12)16d 5850 3060 THDH27925 2- 11/16x9- 1/4 -14 12 2 -3/4 9 -1/8 4 (46)16d (12)16d 5850 3060 GENERAL 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 2001 EDITION FOR SOUTHERN YELLOW PINE (G= 0.55 OR BETTER AND MOISTURE CONTENT OF 19% OR LESS) ALL TESTS PERFORMED IN ACCORDANCE WITH ASTM 01761, 4) ALLOWABLE UPLIFT LOADS HAVE BEEN INCREASED BY A DURATION FACTOR OF 60% FOR WINDLOAD CONDITION. NO FURTHER INCREASE IS ALLOWED. • • • •• • • • •• .• • • • • • • • • •:. • • • ..• • •• • • • • • • • • • • • • • • . • ... • • • •• . .• • • • • • UNITED STEEL PRODUCTS COMPANY 703 ROGERS DRIVE, MONTGOMERY, MN. 56069 PHONE (507) 364 -7333 NAME' 'DAM 09 -01 -06 SHEET+ l 3 OF 3 THDH SERIES ROBERT W. LUTZ PROFESSIONAL ENGINEER (STRUCTURAL) FLORIDA LICENSE. NO. 55409 DRAWING NO. Approved as complying with the Florida Balding C Pate 3//5 NORM Oh - n421.0 Me de Product MD 09 -06 MDADE This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol . BECOME ALERT - HEED iTS MESSAGE. —CAUTION: A CAUTION identifies safe operating �.� - Practices or indicates unsafe conditions thatcould result In personal injury_or damage to structures. 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'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 U 'It�N� Thebuilder, bii idlag, ontr�gl tr).11i ,9n6ed c ntractor,:.erector . or rectloir cot tractgr. "1a ad- . wise - ta obtain and read 'the: entire booklet , °Corr! * nnl3ntary'and Recommend fot Hittl lr>* . st alling &YBracIng Merl Plate` Cotaitectecl (good tosses, H1B -91 g frorrj he; Truss Plat l „_ Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. V TRUSS STORAGE CAUTIONrIfusses should ° npt:7 be unloaded on .roughsterrain or- uavarit surfaces which osul - cause damage lto #tae ..truss > ;' - X i Frame 1 DANGER: A DANGER designates a condition ..where failure to follow instructions or heed warn- °sing will most likely result in serious personal injury or death or damage to structures. WARNING: 'A WARNING describes a condition Where faliureto follow instructions could result in severe personal: injury Or cltamage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel'nthe wood truss industry, but must, due to the 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 m 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. rs should Abe no less tber = All „;bonnections si fm uml 7 2 6d nails. till center or°less °AII multi -ply copnectf gf!dggether In l cepr- dl gs p or to tnsfauat�on ' • • • • • • • Trusses stored vertically should be braced to prevent toppling or tipping. • • A DANGER: Do not store bundles upright unless properly braced. A DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. 1 Tag Une A WARNING: Do not attach cables; chains, or hooks to the web members. or less I I Approximately Ya truss length Toe In Spreader Bar Truss spans less than 30'. Spreader Ground brace lateral (LBp) Approximately 1 /2 to 1/2 truss len th Less than or equal to 60' Approximately '/a to %truss len, h Toe In Leas than or equal to 60' • Ground brace diagonals (GBD) - Note: 2nd floor system shall have adequate sepacily to support ground braces. — 2n• floor or less t I Approximately Ya truss length Toe In Tag Une Toe In Tag Une Ground brace _,- vertical (GBV) 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. 1 °' floor Tag Une GROUNDBRACI NG :BUILDING INTERIOR' 1 Frame 2 MECHANICAL INSTALLATION A WARNING: Do not lift single trusses with spans greater than 30' by the peak. Backup ground stake Tag Une At or above t mid - height Tag Line Approximately 35 to 3 /a truss length Strongback/ SpreaderBar Strongback/ SpreaderBar CAUTION: Ground bracing required for all Installations: to' Greater than 60' \I\ 1 151101 ►� 10' 10' A roximatel y 35 10 3 h ttuss emgth • • •.• . reatetithen 64)' • • •• •• • • • 1 f egigtg l lg'.a i'angerr nf.4s.. desir x Thts 9 ay. d s aco mmended Desi ,Speclflcatlo» far; 'emporary05 cin Trus ses, ,DS&89,, and ";tn.some erases deterrfdr e, that *Joe' s! • !GROUND BRACING :;�.L�'E@ • _••_•• • truss of bra Yp of trustees (XBY Driven ground stakes • • • Tygio‘Ftwrtigal attachment, A Strut (ST) Ground Brace ' Verticals (GBy) - 1 ttrues of 1•1•91 (LB& , group of tru: End brace (EB) y Typical horizontal tie member with multiple stakes (HT) 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 Top chords that are laterally braced can buckle togetherand cause collapse others fano 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. SP - Southern Pine SPF - Spruce -Pine -Fir 4 or greater All lateral braces lapped at least 2 trusses. • Frame 3 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 i --- Al. ,...4 7 50-_„.." 4 , 41111811/ N.. -- .mow • • • • • •••• • • •• •• SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace — � Required ■ 10° or Greater Attachment Required •••• 4 Plil HED:fiRl i s •• .s • ••• • N ING; : lll these recomttlendations ciii.ac r utedlt person$4pjur / Fw�da Y �.r{tl s orb 1k 1 • • • • P.• • Continuous Top Chord Lateral Brace —� Required • • • • • • • • • • Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when put line are attached to the topside of the top chord. SCISSORS TRUSS TOP CHORD MINIMUM TOP CHORD . . DIAGONALBRACE PITCH - LATERAL BRACE SPACING (DBS) SPAN DIFFERENCE SPACING(LBS) [# trusses] SP /DF L SPF /HF __1 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 Top chords that are laterally braced can buckle togetherand cause collapse others fano 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. SP - Southern Pine SPF - Spruce -Pine -Fir 4 or greater All lateral braces lapped at least 2 trusses. • Frame 3 DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. 12 5 i --- Al. ,...4 7 50-_„.." 4 , 41111811/ N.. -- .mow • • • • • •••• • • •• •• SP - Southern Pine SPF - Spruce - Pine -Fir Continuous Top Chord Lateral Brace — � Required ■ 10° or Greater Attachment Required •••• 4 Plil HED:fiRl i s •• .s • ••• • N ING; : lll these recomttlendations ciii.ac r utedlt person$4pjur / Fw�da Y �.r{tl s orb 1k 1 • • • • P.• • Continuous Top Chord Lateral Brace —� Required • • • • • • • • • • Top chords that are laterally braced can buckle togetherand cause collapse it there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when put line are attached to the topside of the top chord. SCISSORS TRUSS SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LB& BOTTOM CHORD DIAGONAL BRACE SPACING (DB& i# 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 12 --- 4 or greater •' 4 C� / / itret HD Hem Fir Fir -Larch . 4\,44,4 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. •••• I • B O Tril kn i- O • •• • ••• ARMING :;Failureto;folli wt heser ,ecommendationscouktresull re personat injury r iamagelo fusses or bn , . , WEB MEMBER PLANE C r ~4 s ' — Permanent - continuous � a , lateral bracing as specified by the truss engineering. Frame 4 • • • •• •• •••• • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • • • •• • • • • • • • Cross bracing repeated at each end of the building and at 20' intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# 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 ,.y DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir • 5 The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. WARNING: ; Failuretofoilowth eserecam mendationscouidres'tdflril severe personal Injury'or4etitageto asses buiio R " •' 1 4x2 PARALLEL CHORD TRUSS :TOP CHORD 1 Topchords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be tlailasl is fhz. undaretd: of 4ha top chord wf.rao puffins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals are'essin for stability and must be duplicated,on both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togetherand cause collapse H there iano 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. =45 3 «8 s) z Oas) Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required —' •••• • • • • • .. • ••• • • ••• •• • • • • • •I- ateral Bracp„ • :Required l • •.Continuous• • • i •••••• • • Woof Greateis II N ti • ,•••� •• • • . \r • • • • • • • • a� Attachment Required —' 30° or greater >C 3 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 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' L(In) I./200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(in) L/200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' DF - Douglas Fir -Larch HF - Hem -Fir MONO TRUSS Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse ifthere tend 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. PLUMB Truss Depth D(In) Maximum Misplacement Lesser of D /50 or 2" SP - Southern Pine SPF - Spruce - Pine -Fir WARNING' Failure 1 res11 seve , personal 11ury or = .damage.° o trt ssesaor~bu11 Plumb Line I INSTALLATION TOLERANCES OUT -OF -PLUMB INSTALLATION TOLERANCES. A WARNING: Do not cut trusses. . ..................... ............................... Frame 6 lingt% L(in) 12 13 or greater 6• Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Requi` •• • • •••• •• • e• ••• • All lateral braces lapped at (east 2 trusses. • • •• .• t Lesser of L/200 or 2" )1w •••• • •• • Bew • Llin) OUT -OF -PLANE INSTALLATION TOLERANCES. Lesser of L/200 or 2" •••••• • • • �.ilny • • • •• • •• • • •• • t DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. &c j Inspection Date: 07/07/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC ' Building Department Comments Monday, July 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 \ 1uL ®9 2.0®� Passed b � i Inspector Comments p 1. / Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until &c j Inspection Date: 07/07/2008 Inspector: Grande, Claudio Owner: PAULA, FRANCISCO Job Address: 62 110 Street NE Project: <NONE> Miami Shores, FL 33161- Contractor: ORONI INC ' Building Department Comments Monday, July 7, 2008 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number Parcel Number 1121360040370 Lot: Phone: (305)685 -0412 Page 1 of 2 SPRAY & TAMP HEMICAL: ) P\14-4- CHEMICAL: DATE OF TREATMENT: NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (F13C) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: �' o %7-- BUILDER NAME: TREATMENT ADDRESS: SPRAY ONJ SPRAY # TIME OF TREATMENT: IN ,!' tr APPLICATOR: OUT it tr JOB #: LOT: BLOCK: UNIT: (RESIDENTIAL COMMERCIAL `ADDITION MONOLITHIC' ' S/F L/F STEMWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) • j, rERIMETER TREATMENT % GALLONS TIME OF TREATMENT: APPLICATOR: GALLONS 1 300 S. STATE Rom) 7 PLANTATION, FLORIDA 333M 1- 800 - 749 -8588 FAX: 954 -584 -6117 Certificate of Occupancy 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 Code 106.1.2 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: Not Transferable POST IN A CONSPICUOUS PLACE .PROVIDE MUNICIPAL PROCESS NUMBER HERE • LOCATION OF IMPROVEMENTS // 6 Job Address 6, 1, N C I to s i /ggt"r CONTRACTOR INFORMATION • .Contractor No. (5 ( / 2S l 1e s y Last four (4) digits of Qualifier No Folio ( •"2-114, •nay .03/D Contractor Name GRbnDI fr'C Lot j lock 'L Qualifier Name Oa C.AvW10 1 (I�'S • Subdivision C0( . 4 4E PBpg 112 • Address 140 0 y 0. N t, i• C. " Metes and bounds • City , J. Mrkw^ I state 1 - zip 13 1 to ' • TYPE OF.' IMPROVEMENTS '� [ 1 New Construction on. f ] Demolish Vacant Land ] Shell Only • [ ] Alteration Interior ;], Addition Attached ] Addition Detached .[ ] Alteration Exterior [ ] Relocation of Structure [ ] Re -Roof [ .] Enclosure • (] Foundation Only [ ]Repair [ ] Repair Due to Fire . Current use of property C f at F.- • Description a O of Work s K 'too CA 61i "W4• - ' Cry( cLGNE C4fL P0' q. Ft. Value t(4 y Units . 1 Floors ' of Work 7 Sr� G • 3dX111Wil3d l] MBLD * ' Category .02 REVIEW:STATUS [ ] Chg. Contractor. [ ] Re - Issue [ ] Re -stamp • [ ]'Revision ( ]'Not Applicable for Fire 3NIVN 8.113NMO Owner fitOMMt - PIrt/c . Address (o• Z N V 1 10 1 1 4 - -C ; :[ ] MLLE • City (M /*AI Ctieno4�tate r Zip 33176 [ ] MLPG Phone 50S•" ?SC • ` MEC [ M Last four (4) digits of ' • Owner's Social Security No. [ ] FIRE . • PERSON TO , PICK UP PLANS Name . He A . • f "' ri11 P 1>C l• ` " • 1133NI0I13 11-031111317Y\ Name — 4 • C 14M Pee L L A Address P VC Address 3/ 3 N E Cit- S r . r!... '1 't S r 5Gtate • Pl - Zip 11) 9 City State 1 C� Zip 73136 .City Phone 1o5" S - 3 0 3 7 ce Phone $0,S • 75 `1 • 2.3 I `. o cr(,,.. FIRE SPECIAL REQUEST PLAN REVIEW (SRI) 7 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour and $65 per each addition hour in addition to the review fees. Minimum charge one -hour. • 1' Request: Date: • 2 Request: Date: 3 Request: Date: r OERM OPTIONAL PLAN REVIEW (OPR) I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. Additional review fees may apply. 1" - Request: Date: 2 Request: Date: 3 Request: Date: • NOTE: ALL SHEETS MUST BE REVIEWED MIAMI -DpDE COUNTY BUILDING DEPARTMENT Herbert S. Saffir Perrnitting and Inspection Center 11805 SW 26th Street (Coral Way), - Miami, Florida 33175 -2474 • (786) 315 -2100 APPLICATION FOR MUNICIPAL .L PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM M1AM1 -DADE FIRE RESCU -E :AND /OR.-DEPARTMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT BUILDING PERMIT CATEGORIES y CATEGORY DESCRIPTION . '• BUILDING . '01 • . GENERAL BUILDING — COMMERCIAL . . • 02 SUB — GENERAL BUILDING— RESIDENTIAL 08 .CANVAS AWNING 10 COMMUNICATLON TOWER 15 . DEMOLITION 29 METAL AWNING & STORM SHUTTER 48 SCREEN ENCLOSURES 55 SWIMMING POOL 56 TENNIS COURTS (SURFACE PAVING) 86 TRAILER TIE DOWN • 88 - WALK -IN COOLER ' . _ . 9 .1 MARINAS - ' • •' .. .92 , • LOW SLOPE APPLICATIONS (GRAVEL, .SMOOTH ' MODIFIED, SINGLE•PL.Y) • - • 95 • ' SHINGLES (ASPHALT, .FIBERGLASS) SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) . STAGE 2 VAPOR RECOVERY SYSTEM '.' 99 SOIL IMPROVEMENT' • ; 0100 ' • BULK STORAGE PROPANE TANK • . 0101' • • REMOVABLE STORM PANELS - € ' 0107 TILE ROOF `0110 . WATER MAIN • ,0111 .. 'SITE PLAN • - 011.2 '.INDOOR EVENT /EXHIBIT • .. ELECTRICAL 04 : FIRE ALARM SPECIALTY 16 SPECIALTY WIRING -38 GENERATORS . s• .a" ▪ 96 1 1 97 LPGX• .01 02 04 e • .M ECHANICAL ;• 09 • 38 43 • 46 48 52 FIRE 32 . FIRE SPRINKLER •ABOVE/BELOW GROUND 'TANKS / PUMPS • . & POLLUTANT SYSTEM - COMMERCIAL HOODS • • FIRE CHEMICAL ' SPRAY BOOTHS SMOKE•CONTROL RESIDENTIAL ELEVATOR MBLD MBLD MBLD •MBLD' .MBLD •MBL,D • • MBLD MBLD 'MBLD MBLD MBLD 'MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD MBLD .•` MBLD . MBLD • MELE . M.ELE MELE LIQUEFIED 'PETROLEUM .GAS MLP.G • • MISCELLANEOUS MLPG LIQUEFIED PETROL. GAS /STATE , . MLPG P EP, WIIT MMEC . MMEC MMEC MMEC MMEC MMEC FIRE ' • • • • YAlFx. kOfltviJAniaipd fames AP P!' ._. -,.;