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EL-08-1822BUILDING PERMIT APPLICATION FBC 2004 Tenant/Lessee Name E -MAIL: Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Qualifier Name CLr . Le4A) t n Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 1 b, 00 Type of Work: DAddition I ❑Alteration Describe Work: OVA \I 0 1 I - u 9 -e i -t-; n1 Co - i - ra I -t sm Submittal Fee $ Notary $ Scanning $ .3■tD Bond $ Structural R OCT 2 4 2008 MIAMI SHORES VILLAGE Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) G ur r - I - 141 Kola. frl //hone # Owner's Address WO �C 9 5 s-4-ree -� City I i ChDreS State Mori Radon $ DPBR $ d forcement $ Fir ECEIIE 0C i k 2008 4 County Miami -Dade Permit No. ELt3' f "6 Master Permit No. re _c) -0g' D-7P- zip 33 l 3 Phone # State Certificate or Registration No. Certificate of Competency No. E -MAIL: Double Fee $ Phone # 3o6)3 gy-5/ 5 7 ?b5- - os'd o zip 331 3Q Ts Building Historically Designated YES NO Contractor's Company Name V t S Lot. CO A Phone # ( 9 0) 390-6 r Contractor's Address 91aalrmi 6; S(e, /n blvd. City M innni State i r d Zip 3` - 61 Phone# ��g-6) 390 -01 -g Square / Linear Footage Of Work: a. alib a ******** * * * * * * * ** * * * * * *ac * * * * * * * * * * * * * * F ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ 4 3®- cv� CC $ fu. '() CO /CC Training /Education Fee $ 1,60 Technology Fee $ 1 5.15 Zoning $ Total Fee Now Due $ (0 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 U. c 'Ql C Owner or Agent The foregoing instrument was acknowledged before me this day of Ocber, 20 6, by Ni IGt, r who is personally known to me or who has produced yV i Gl'aieiSZAs identification and who did take an oath. NOTARY PUBLIC: Sign: Print: swim My Commission Expir APPLICATION APPROVED BY (Revised 02/08/06) missi ___ -Abb. AM. _ OM, NNW LEWIN POWs • Stats Of Florida WANNNWONEININBOIN Signature sYx*4e * ** ******** xu k zx xx.Yxxx** *xxxxxxx'x Contractor The foregoing instrument was acknowledged before me this I day of O c . , A 2 - v ' , 20C , by IAA/C. LE. - n , who is personally known to me or who has produced a PL. l;" e— as identification and who did take an oath. NOTARY PUBLIC: S ign: Print: My Co GERALD G. CAMPBELL ?c , c ; Florida • • o My Commission Expires Jul d, 2011 0;� Commis onl�Do6 �% - o , 9 o �� Through N ional NotaiYAssn. Expir le* *S:* *** iti'k x * * *x z'xxxxxxxx xxx*** 4€ P , Plans Examiner Engineer Zoning t DAVID A. DACQUISTO, AICP PLANNING & ZONING DIRECTOR Applicant: Address: Agent: Address: DEVELOPMENT ORDER File Number: PZ- 10- 074200757 Property Address: 860 NE 98th Street Nicola Meyer (Owner) 860 NE 98 Stre Miami Shores FL 33138 Ana Alvarez 2211 4 Terrace NW Miami FL 33125 anat h,orei 1. The application wis made in a manner consistent with the r the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made merit consideration and are consistent with the requiremen Development Co*. The Board requires that all further development of the property shall be manner consistent with the site plan, drawings, and the conditions agre hearing: Page 1 of 2 10050 N.E. SECOND AVE. MIAMI SHORES, FLORIDA 33138 - 2382 Telephone: (305) 795 -2207 Fax: (305) 756 -8972 R CEWWE FEB 1 it NOB Whereas, the applicant Nicola Meyer (Owner) has filed an application review before the Planning Board on the above property. The applicant s as follows: Special Approvals, $ec. 600: Sec. 523. Site plan approval, A story. Garage conversion. Whereas, a public hearing was held on December 6, 2007 and the Boar considered the application and after hearing testimony and reviewing entered, finds: 1) Applicant shall secure D RM and HRS approval for the septic syst issuance of a village buil g permit. 2) Applicant to utilize only roofing material that is approved by the bui 3) Applicant to obtain all required building permits before beginning for site plan ght approval ition, second after having the evidence uirements of at the hearing of the Land rformed in a upon at the prior to the ding official. rk. 1 4) No section of the driveway to exceed twelve (12) feet in width a line. 5) Applicant to meet all applicable code provisions at the time Applicant to complete a covenant in the form of a "Declaration of Us property is used only for al single family purpose, record the covenant planning director with a copy of the recorded document prior to the fin the Building Official. 6) This zoning permit will lapse and become invalid unless the wor was approved is started thin one (1) year of the signing of th order by the board ch , or if the work authorized by it is abandoned for a period of at least one. 7) No certificate of occup cy will be issued for the property until acceptable to the Villag Attorney linking the two lots is record provided to the Planning Director. 8) A continuous landscape strip of at least one (1) foot in width is prow middle the driveway for its entire length from the garage wal pavement. Additionally, the applicant must, satisfy all applicable Miami Shores Miami -Dade County Codes, the applicable building and life safety code development, and provide a copy of the development order to the Building The application with conditions was passed and adopted this 6 day of D by the Planning Board as follows Mr. Abramitis Yes Mr. Ulmer Yes Mr. Reese Yes Mr. Sastre Absent Chairman Fernandez Yes Date chard M. Fern andez Chair, Planning Board Page 2 of 2 the property f permitting. " assuring the d provide the inspection by for which it development uspended or unity of title and a copy ded down the to the alley illage Codes, required for ept. ember 2007 RECe9VED FEB��4 2908 MEYER RESIDENCE ADDITION & IMPROVEMENTS SUBJECT TO COMPUANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS Francisco Cuello, P.E., Inc. Consulting Engineers 147 ALHAMBRA CIRCLE SUITE 220 CORAL GABLES, FL 33134 305.567.0125 • • ••• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • ••• • • • •. • • • • • ••• • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • •• • • • • ••• •• • • • • • • • • • • • •• • • • • • •• • • • • • ••• •• -860 N.E. 98 STREET, MIAMI SHORES, FLORIDA - STRUCTURAL CALCULATIONS r FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer M/157 .3 07000w 0 U 5 1 3 .e ( 0,1 -0,1g) , y r < 0.14• p 57 . r. /1 3 e y Ne./ i ?- kw• kd• (J? r. ®91. 1 -1. 1462 I frieVerre fi , c- • • ••• JOB .. .. •• •a • • • • • ••••• • SHEET NO. •� • • ••• O • • • 41! • • ••• • • • • ••• CALCULATED BY DATE SCALE WIND c1p5 /is COMP0N6 c`go:/.v4. °P - u i (z 7e i I,,) - X03 q l • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• ••• • • • •• • • • •• ••• •• • • • • • • • • • • • rf ••z•1 : •• •• Ea OOj, 7fZC` G. c t z myi, w Pite5S u2>r ' r ( f 69)i) � - f 0, d a . - z,2 0. If - eorder From NESS CUSTO=M printing service 1 -r fA3-&9Q,{5,32i N ESS, Inc. Pe[edarough, NH 0345E www.nebs.cvnr R. No: G 14320074 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer raU55 -5 /? 6A-ec oo LO 1JG WO 55 65 PL 1-1- ,zl7 $ IV- �l�f 206 1, 9D, zolo 1 1 1 J 1 J. 1_ X3 2 ? 2,33 6, 2 0e ?77055 pt,l LL Z/D f N, OIr �g, 220 Oil. tl g . 12,3 2Z4 ' _42224 1 srra�7 muss c5 At + tL, I2q 1/r Al. 0l, 1r zo6 5' JOB SHEET NO. 0 - 6a,vAt. 7G s_ ; flLfLL / 00 $ 1) N. vph`f /3G, Z i 309 I 1 Efi V • .: •: • • • • • • • • • • • • • • • • • • • • • • • • • • • • •. AF • • • • ••• • • • ••• CALCULATED BY DATE SCALE • • ••• • • • • • • • •• • • • • • • • • • • • • • ••• • •• • •••• • ••• ••• • • • •• • • •••ia 4o4.3 Lr: s! 4 2 / Ra ! 2 kr. . 2► Mr 30 LL 3r/ L1= Z CT. 3) border From NESS CUST -- "`printing service 1.-800 -888- 6,327 NESS, Inc. Peterborough, NH 03453 www.nehrs.com Ref. G F4322.!i07 Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) w 1xl (Ibs) x/2 (ft) MA (ft-lb) WI = 206.00 Ibs/ft. -2.3 0.0 2.3 479.98 1.2 - 559.1767 w2 = 90.80 Ibs/ft. 0.0 22.7 22.7 2058.436 11.3 23332.37 w3 = 206.00 Ibs/ft. 22.7 25.0 2.3 479.98 1.2 11440.32 w4 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Distributed (min. o, max. 5) Starts (ft) Ends (ft) X (ft) W 1XI (Ibs) X/2 (ft) MA (ft-lb) w1 = 120.00 Ibs/ft. -2.3 25.0 27.3 3279.6. 13.7 37174.27 w2 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 W3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w4 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0 :0 0.0 0.0 0 0.0 0 Concentrated (min. o, max. 5) Dist. From A (ft) P = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0:0 Concentrated (min. 0, max. 5) Dist. From A (ft) P1 = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Project: MEYER RESIDENCE Engineer: LONG TRUSSES Reaction each end for diaphragm Distance between supports = Diagram: ovrsl NOTE: All distances taken from support "A" From "A "to the right Is ' +' RA going up Is " +" A Loads: GRAVITY (D +L UPLIFT Determine Reactions: GRAVITY £MA = 0 (clock -wise positive) RB = 1639.80 Ibs (D +L) EF = 0 (upwards positive) RA = 1639.80 Ibs (D +L) 22.67 ft. • • • •• • • • • • • • •• • • • • • • • • • • •• • 0 • • I I • • • • • • • • • • IIIIII!! IIIIIIIIIIIIl�IIIIIIIIIIII ► /II111111IIIIIIIIiIIII1111111 91111.. .•..•. R 1.64 K (p +11 • • • • • • 1.51 K (CPLIFP) • • • • ••• • • • A 1.64 K (D +L) 1.51 K (UPLIFT) Location (distances from supportA to the right are " +') Location ( distances from supoort A to the right are "+ Location (distances from support A to the right are "+') Location ( distances from support A to the right are " +') UPLIFT (50% incresed) EMA = 0 (clock -wise positive) RB = 1509.20 Ibs (UPLIFT) £F = 0 (upwards positive) RA = 1509.20 Ibs (UPLIFT) 5 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • ••• Printed on: 01/15/08 Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) W * IXI (Ibs) X/2 (ft) M (ft-lb) WI = 497.00 Ibs /ft. -2.3 0.0 2.3 1158.01 1.2 - 1349.082 w2 = 220.00 Ibs/ft. 0.0 22.7 22.7 4987.4 11.3 56532.18 w3 = 497.00 Ibs /ft. 22.7 25.0 2.3 1158.01 1.2 27601.17 w = 0.00 Ibsfft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) W * IXI (Ibs) X/2 (ft) MA (ft-lb) WI = 290.00 Ibs /ft. -2.3 25.0 27.3 7925.7 13.7 89837.81 w = 0.00 Ibs/ft. 0.0 0.0 0.0 0, 0.0 0 W3 = 0.00 ibs/ft. 0.0 0.0 0.0 0 0.0 0 w4 = . 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Concentrated (min. 0, max. 5) Dist From A (ft) P1 = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Concentrated (min. 0, max. 5) Dist From A (ft) Pi = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs: 0.0 Project: MEYER RESIDENCE Engineer: GIRDER TRUSS Reaction each end for diaphragm Distance between supports= Diagram: gas) Loads: GRAVITY (D +L 22.67 ft. W • • ��II��IIIIIICIIIIIIII ��IIIIIIIIII IIII •• A NOTE: All distances taken from support "A" From "A" to the right is " +" RA 3.96 K (D +L) Load going up is " +" 3.65 K (UPLIFT) UPLIFT Determine Reactions: GRAVITY EM = 0 (clock -wise positive) RB = 3962.85 Ibs (D +L) EF = 0 (upwards positive) RA = 3962.85 Ibs (D +L) • • •• •. • • • • • • • • •• 3.65 K (UPLIFT, • Location (distances from support A to the right are " +' I UPLIFT (50% increseo9 EMA = 0 (clock -wise positive) R = 3651.71 Ibs (UPLIFT) EFy = 0 (upwards positive) RA = 3651.71 Ibs (UPLIFT) Location ( distances from support A to the ri ght are ''+ Location (distances from support A to the right are " +" Location ( distances from support A to the ri ght are "+ • • • • • • • • • ••. • ••• • • • • • • •• • • • • • • • • • • • •• • • • • • • • ••• • • • • • . • .•. • • • • .• ••• •. • • RB 3.96 K (D+it • • • • • • • ••• •• Printed on: 01/15/08 .. • • • • ••• Distributed (min. o, max. 5) Starts (ft) Ends (ft) X (ft) W 1X1 (Ibs) X/2 (ft) MA (ft-lb) WI = 90.80 Ibs /ft. 0.0 5.0 5.0 454 2.5 1135 w2 = 206.00 Ibs/ft. 5.0 7.3 2.3 479.98 1.2 2959.077 w3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w = 0.00 Ibs /ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) W 1XI (Ibs) X/2 (ft) MA (ft-lb) wt = 120.00 Ibs/ft. 0.0 7.3 7.3 879.6 3.7 3223.734 w2 = 0.00 Ibs /ft. 0.0 0.0 0.0 0 0.0 0 W3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Concentrated (min. o, max. 5) Dist From A (ft) P1 = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Concentrated (min. 0, max. 5) Dist From A (ft) P1 = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Project: MEYER RESIDENCE Engineer: SHORT TRUSSES Reaction each end for diaphragm Distance between supports = Diagram: (NTS) NOTE: All distances taken from support "A° From "A" to the right is " +" R Load going up is -4.° A Loads: GRAVITY (D +L UPLIFT Determine Reactions: GRAVITY EM = 0 (clock -wise positive) RB = 644.75 Ibs (D +L) EF = 0 (upwards positive) RA = 234.85 Ibs (D +L) 5.00 ft. III:1IIIIII IIII111'!IIII A 0.23 K (D +L) 0.12 K (UPLIFT) X P R Location (distances from supportA to the right are " +7 Location ( distances from support A to the ri ght are °+ Location (distances from support A to the right are +" Location ( distances from support A to the right are "+" UPLIFT (50% incresed) WA = 0 (clock -wise positive) RB = 818.82 Ibs (UPLIFT) EF = 0 (upwards positive) RA = 115.16 Ibs (UPLIFT) 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • g •• • • • •• ••• •• • • • • • • • 0.82 K (UPLIFT) • • • • ••• • • • 0.64 K(D +L} Printed on: 01/15/08 Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) W * IXI (Ibs) X12 (ft) MA (ft -lb) w1 = 136.20 Ibs /ft. 0.0 6.5 6.5 885.3 3.3 2877.225 w2 = 309.00 Ibs /ft. 6.5 10.0 3.5 1081.5 1.8 8922.375 W3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 wa = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) W * IXI (Ibs) X/2 (ft) MA (ft-lb) WI = 180.00 Ibs/ft. 0.0 10.0 10.0 1800 5.0 9000 w2 = 0.00 Ibs /ft. 0.0 0.0 0.0 0 0.0 0 W3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 wa = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Concentrated (min. 0, max. 5) Dist From A (ft) P1 = 0.00 lbs. 0.0 P2 = 0.00 lbs. 0.0 P3 = 0.00 lbs. 0.0 P4 = 0.00 lbs. 0.0 P5 = 0.00 lbs. 0.0 Concentrated (min. o, max. 5) Dist From A (ft) Pi = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 Pa = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Project: MEYER RESIDENCE Engineer: DIAGONAL TRUSSES Reaction each end for diaphragm Distance between supports = Diagram: (NTS) NOTE: All distances taken from support "A° From °A °to the right ls ° +° RA going up Is " +" A Loads: GRAVITY (D +L UPLIFT Determine Reactions: GRAVITY EM = 0 (clock-wise positive) RB = 1384.62 Ibs (D +L) EF = 0 (upwards positive) RA = 415.38 Ibs (D +L) 6.50 ft. A 0.42 K (D +L) 0.15 K (UPLIFT) X P • • •• •• • • • • • • . • • • • •• • • • .•• I 1111111/1111 III:2111111 RB EF = 0 (upwards positive) RA = • • • • • • • • • 1.38 K (D +L)• • • • • 1.82 K ( UPLIFT)* • Location (distances from support A to the right are " +") Location ( distances from support A to the right are "+ Location (distances from support A to the right are " +') Location ( distances from suorort A to the ri ght are "+ UPLIFT (50% increseo) EMA = 0 (clock -wise positive) RB = 1815.32 Ibs (UPLIFT) 151.48 Ibs (UPLIFT) ••• • • • ••• • • • • •• •• • • • • • • • • • • •• • • • • • • • • • • • ••• • • • • ••• • ••• • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • ••• • • • •• ••• •• • • •• • • • • • ••• •• Printed on: 01/15/08 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer Pa4CH f"1 y 400A./ /Zpor, • • ••• JOB 4eyen 6L e-S•'tz • • • .. ";' • 7 • - • • ••• . ' • • • SHEET NO. I • • ••• • dFS • • • •• CALCULATED BY DATE • • • ••• SCALE • • • • • •• • ••• • • • • • . - • •• • • • • • . • • • • • • • . . • ••• ••• • '• • • • • • • •• .. . .. . • • ......• • W,N D LORD ,r5 eb"-4 PD,J 73 ®L✓ /hJ� • • • • • • ••• Gig 0, 00 -56• D l s- iq / y6, r si w,a►. 9 en-650V6 fr_ 14. ( &Cps CCpt) (c76 = t 0, 55 4, . f15/` 41_0 p _ 76 os 6c>'3 e:- 4b, 30 4 -4 i� /75/ Ai f 016 -66;53 0s/ z, oi ,5 e5 /t4Acrran.) tit +u, 'Zo /, N. Upl,f / 33 /t/ /94,09 4 4 Gam: z► �DL 30p3/ 30 •• • • • • eorder From NESS CUVrIV ' "printing service 5 -aou -688 -532; NESS, Inc. PeterMmugh, NH 03 www. nebs.cvm Re. NO 0 1432 1:1-371f.. Distributed (min. 0, max. 5) Starts (ft) Ends (ft) X (ft) W 1X1 (Ibs) X/2 (ft) MA (ft-lb) w1 = 133.00 Ibs/ft. 0.0 12.8 12.8 1706.39 6.4 10946.49 w2 = 184.08 Ibs/ft. 12.8 16.1 3.3 598.26 1.6' 8647.848 W3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 w = 0.00 Ibstft. 0.0 0.0 0.0 0 0.0 0 W5 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 Distributed (min. o, max. 5) Starts (ft) Ends (ft) X (ft) W *IX1 (Ibs) X/2 (ft) MA (ft wf = 120.00 Ibs/ft. 0.0 16.1 16.1 1929.6 8.0 15513.98 w2 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 W3 = 0.00 Ibs/ft. 0.0 0.0 0.0 0 0.0 0 wa = 0.00 Ibs /ft. 0.0 0.0 0.0 0 0.0 0 w5 = 0.00 Ibs /ft. 0.0 0.0 0.0 0 0.0 0 Concentrated (min. 0, max. 5) Dist. From A (ft) P = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 P4 = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Concentrated (min. 0, max. 5) Dist. From A (ft) P1 = 0.00 Ibs. 0.0 P2 = 0.00 Ibs. 0.0 P3 = 0.00 Ibs. 0.0 Pa = 0.00 Ibs. 0.0 P5 = 0.00 Ibs. 0.0 Project: MEYER RESIDENCE Engineer: PORCH TRUSSES Reaction each end for diaphragm Distance between supports = Diagram: (Nrs) NOTE: All distances taken from support "A" From "A° to the right Is +" RA going up Is ° +" a Loads: GRAVITY (D +L UPLIFT Determine Reactions: GRAVITY EMA = 0 (clock -wise positive) RB = 1209.20 Ibs (D +L) EF = 0 (upwards positive) RA = 720.40 Ibs (D +L) Location 12.83 ft. 111111!91111 111► :111111_ A 0.72 K (D +L) 0.78 K (UPLIFT) X P Rs • • • • • • •• • • • • • • ••• Location (distances from support A to the right are +') distances from sunaort A to the ri4ht are Location ( distances from suaport A to the ri ght are "+ Location ( distances from support A to the right are "+ UPLIFT (50% incresed) EMA = 0 (clock -wise positive) RB = 1527.23 Ibs (UPLIFT) EF = 0 (upwards positive) RA = 777.42 Ibs (UPLIFT) • • ••• • • • • • ••• •• • • • • • •• •• • ••• • • • • • •••• • • • • • • • • •*•••• • • • • ••• • •• • • • • •••• • •• • • • • • • • • ••• • • • • • • •• • ••• ••• ••• B • •• •• • ••• • • • • • • • •• • 1.21 K(4 +�41 • • ••• • • ••• ••• • 1.53 K (UPLIFT) Printed on: 01/23/08 Rev: 580002 User: KW -0606224, Ver 5.8.0 1 -Dec -2003 tc11983 -2003 ENERCALC Engineering Software Timber Ledger kali', • •; ;;• • • • • • • • • • • Page 1 caic.ecw:caiculations Description PORCH WOOD LEDGER Code Ref: 1997/2001 NDS, 2000/20051Bti, 08 IVFR4 9000. Bas eaIlowabies are user defined General Information Ledger Width Ledger Depth Ledger is Bolted to Concrete Bolt Diameter Bolt Spacing Load Duration Factors... Live Load Short Term Ledger Stresses Load Combination : Maximum Moment Bending Stress Stress Ratio MaximumShear Shear Stress Stress Ratio Stress Summary Max. Vertical Load Allow Vertical Load Max Horizontal Load Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Force Stress Summary Wood Bending Stress Ratio Wood Shear Stress Ratio Bolt Stress Ratio 1.500 in Uniform Load... • • PQintLcjlr. • • • 5.500 in Dead Load . 200.00 0 eft Dead Load Live Load 200.00#/ft Live Load 5/8" Spacing 10.000 in Horizontal Shear 0.00#/ft Offset Southem Pine, No.2 Dense 2 -4 Thick, 5 1.250 Fb Allowable 1,450.0 psi 1.330 Fv Allowable 175.0 psi DL + Lh 277.78 ink 36.73 psi 0.020 227.08 Ibs 27.53 psi 0.126 • • • • • ••• ••• • Title • AleY611 • • Dsgnro• •. • . • • • • • Descry tibn• • • • • • ••• • • • • • • • ••• • • Scope : DL + ST 138.89 in-# 18.37 psi 0.010 113.54 Ibs 13.76 psi 0.059 Bolt Loading Note: Bolt Design Value from NDS 8.2 / UBC 23 DL + LL 333.33 lbs 4,062.50 lbs 0.00 Ibs 7,687.50 lbs 90.0 degrees 333.33 lbs 571.64 lbs DL + LL 0.020 : 1.00 0.126 : 1.00 0.583 : 1.00 DL + ST 166.67 lbs 4,322.50 Ibs 0.00 lbs 8,179.50 lbs 90.0 degrees 166.67 lbs 594.17 lbs g Job # • • :Oats: 3:13PM, 25 JAN 08 • • • • • • • • ••• • • DL + LL + ST 277.78 in-# 36.73 psi 0.019 227.08 lbs 27.53 psi 0.118 DL +LL +ST 333.33 Ibs 4,322.50 Ibs 0.00 lbs 8,179.50 lbs 90.0 degrees 333.33 lbs 594.17 Ibs Final Stress. Ratio 0.583 :1:00 0.281 : 1.00 0.561 : 1.00 DL + ST 0.010 : 1.00 0.059 : 1.00 0.281 : 1.00 DL +LL +ST 0.019 : 1.00 0.118 : 1.00 0.561 : 1.00 0.00 lbs 0.00 Ibs 0.00 ft 0.00 in Wood Stress & Bolts OK FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer 2 P100, bta Seat /?o 4 -,- WUA'Y /, 3 3' io: '-0N6 tow r 22 , 47 1 M. 7L,4, ! n es5 3,3 GOA -f 4 r tr = 0 , 0 Z • '5-6 1A 8" 5 LA —_ /0 0 ff4I /-f//C7'7iOA) ---, 75 r y CZ MJ6 _---N, /0 , s/ /,v S,4 Fo0 #?. .-- 15 Ps/' - / S © fig/ a�_ 150 ,p e = z55 �rg� DL = 0,036 • 755 1 Ma = 0,03e 3 /, . (z0' _ 0,94 k•1 /4q = 0,0 ?5 . 30 G F1' ..(21 z /o ,2. *. P t g 04 = 4 oz4 * 5 e h •(2,33) 3,o5 k ( 1) 2 e4rder Fram NESS CUSTI.{W "printing service 1.4' . 888 -6327 NEa9, Irn.. Peterborough, NH 03458 www.nebs.eom 7, 33) 0, g!' k/ JOB Mr.. 7 a •V414V -We • • • • • • ? • • • • • SHEET NO. • • :' • • • • OF • • ••• • • • • ••• CALCULATED BY DATE SCALE • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • y 05' k./ •• • • • •• ••• • • •tth �: ; 2�:3�• .. ® T / .6 7 TWO a1i4 1 40 fel Ref. No. 0 133 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer RA- ['P51 0,44) k-) 12 3' /2160 59 eorder From !NEWS CUSTM "printing service 1-800-8138-6327 NESS, Inc. Peterroruuah, NH 63 erou x.neh= .COf • • • • • • • • • • • • • • • • • • • • SHEET NO. • • • • • • • • OF • • ••• • • • • ••• CALCULATED BY DATE • • ••• • • SCALE • • • • • •• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •• • • • •• ••• •• �= w /G • 6.1 D 046 • 3 • !2 • e1 O /74st , M ,qs = D oaz 6.). D, 0 02. 45" = 0, /5 10/ #•S Q /2 • • • • • • • • • •W,•Qf% Pt • • • ••f� /N 046 0, 7. 3 /2 pt eg • Ref. No: 0 ■4320079£ FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer F.4b onry �a(I �lE►n1� . 0, 00 256 • 0, 9</ • / • 1 ° /g6 Z • 7 I. 51 freg50re on/ 4 1 X11 3 l/ ( / / OS- 0 ,/t3) • p =-9-/1.3 -00,tic / l 4 . S1 305` i -45 -0,/e). A �3, 1 e ./, /3 = 0, 4 74 r - LDAPs NAY_ 7X - 30 - 9/O (110,F) p41/0 DZ. = 3005' ( #?OOP) M /N. ZOAD PI t c? 4D /35 #/ et _ /35 A/ ?aN6 4 r-� S 18" cos : 1 i is • �: ' • / ro G • • • • • • • • • • • • • • • • •; S NO. • • ••• • • • ••• OF CALCULATED BY DATE SCALE • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • (z " FCoon) •• • • • •• ••• •• • ••• • • • • • • • • •• • • • •• • • • • • ••• •• wad' 37 z z 9 - / � OS -0A9c 4 - / � 25 a2A5 5 le. q /v 30A)6 5 rf5 e -me 600f26T Co»J1),7iOIJ 5ct cducuzism7 i M6LINr- l /T $ 1 Q 48 " 30Mer Rom NEBS CUf M 'prtntiny service 14300-988 -5327 NEaS, Inc. Peterborough, NH 03458 raww ne�i> �:orn R e. rao: r_, ,432134 50 MASONRY PrJct: MEYER RESIDENCE (2nd FLOOR) Topic: ZONE 5, MIN. LOAD Page: _ LS° _294.4_ in, Ro = 2.805 • • ••• • _ • ••e • • • • • • • • • • • • " " • • • :• •• • •• • • • • • • • • • • .•• • DESIGN SYSTEM FOR CONCRETE MO CaeitiVIASONRY The National Concrete Masonry Association Brick industry AssociaticVersion 4.0 (Release 4.0.2) Western States Clay Product Association. • lotemationalsgAde Council . • • is. • • • Name: : : • • • • • •• ° . . •• • • •„,„, Date: '' ° ••• •• • „ • • . • , • • • • • • Chkd: r •• • of • A • • • • •• • Design-of: a Masonry With Loads- eo - - _ Using th.6 2005_MSJCASD Desigh_COde..: •;.• • • • ••• • •• • : • :.• , , :: .: • , . . Material and Construction Data 8 in. CMU, Partial grOut, running bond ; : • , . * :Wall IA/eight = 42.6 psf - - E-Type - 8 Masonry cementi PCL Mortar, Coarse GroUt - - CMU Density = 115 pcf- - - - ; - - - - r .1500 psi (Specified) _ ; _ _ _ .. _ .....'_ _ _ _ _ _ : _ ..-__ _ _ _ _ ._:_ _ ._; _ •,Em = 800rmi = 1350000 psi Wall Design Details • , : ._ ,_ — ThiCkrieSs :---- 7 in: - : Height -= 108: in. Su0ported Effective height — H) - - - - - -:- - - -- 4 - - - - - - — - - - - - - _ = 3.813_in. '_#5 Bark Fy_. 60000.0 Reinforcement Spacing = 40 in On-Center Wall Design Section Propel - — Ao = in:, - 10 = 1122 -In-. .. , . • , , . , .. Wall Support : siMply SuPported Wall Specified- Load Components Load- -1 -- - - - Wl(psf)- -W21psf)- -1,--(1b/ft) ; -h1-(in)-: • -h2 (in) - - Dead : 135 0; 0 0 0 • 108 _ Live 135, 0 0 , 0 ' 0 0 • 108 soil ; 0 ; o; ; 0 ; 0 : 0 0 , 10 Fluid . 0 , 0 , , 0 ! 0 c? ; 0 ! 108 - - - '- - -• - ""0 - -:— - - IX - - - ',- 82.94'• - — 82.84 - - - - a - - - ---: - 0 - - - -!- 108 ! Seismic 0 : 0 ; 0 ; 0 : i) : 0 ' 108 _ Roof .0_ • 0: a ! 0_ , _ a i _0 i 108 Rain 0 . 0! , 0 : 0 . 0 , 0 , 108 Snow ' 0 0 0 ; 0 : 0 - 0 ' 108 15 COIntrOltitig-Loactrases-'," MASONRY PrJct: MEYER RESIDENCE (2nd FLOOR) Topic: ZONE 5, MIN. LOAD Page: V = -14.93 lb/ft ML = 10061.1b-in./ft !P = 319 lb/ft at en = 0 in ; • • •eo •• •• • •• • • • 04•• ti• • • • • 0 00 •• _ • • • • • • t, • • ••• • _ • • • • . • DESIGN SYSTEM FOR CONCliett 'MD CL'AVIMASONRY The National Concrete Masonry Association Brick industry AssociaticVerslon 4.0 (Release 4.0.2) Western States Clay Product AssociatleA, • titernational Council • • , • • • . Name: : „• • • ••,„ • • • •,•• Date: •:. 6 .° : : : Chkd: ,•• • - Section Fo Controlling and AxHal Load-D • -. t - - - - - - - • . . .• : _ x/H 0.520 - bsittom _of- •• : do- • • ie • T = ML + Pen =-- 10061.1 lb-in/ft 1 - - Moment Capacity =114471tr-hi/ft (953.91 this axial toad - - - Shear Capacity - 1104.59-lb/ft The wall is adequate for these critical section forces. ! ■ i Section FOrces with Controlling Shearing Force-D I. + Lr + S + R + W - - x/14 -,---- 0.000 - frOnT bottOM of vat - - V - 373.2 - I btft : ML = 9 lb-in./ft , P = 653A lb/ft at en '= 0 in MT = ML + Pen = 0 lb-in/ft Moment Capacity = 12557.5 lb-in/ft at this axial !bad Shear Capacity = 1104.59 Ibift • • • - The wall is adequatefortnese critcal-section-forces. - ° These were found to be load cases that controlled the design. The flexural, shear and axial forces shown are those occuring at the critical section fOr the case controlled by flexure and - at theeritital fOrthe case controlled by 'Shear. The following design calculatiOns are for the section with -controlling bending moment_ • Section Design Forces Used , V = -14.93 lb/ft (Computed from Loads) . . ML = 10061.1lb-in/ft (Computed from Loads) - ' P -= - 319 lb/ft e -= 0 in Computed from Loads)* . _ 1 . - ■ i I ! ■ ■ I Computed Design Malues_ s . Note: 1/3 stress increase was used , s • 1 , . - Effective Width = 40 In Web Width = 8.313 in. on effective width s , , MASONRY The National Concrete Masonry Association Brick Industry AssociaticVersion 4.0 (Release 4.0.2) Western States Clay Product Assoclatiot, • latemationahrope CougcII • • • • Prjct: MEYER RESIDENCE (2nd FLOOR) Name: : •• • : • • • • • , , • •, Date: • ••• •:• '• • • , Topic: ZONE 5, MIN. LOAD Page: • • ••• • IS 10 •• • • 4,41 • •:• • 0 • • • • 1 : • of.* • • • • • • • DESIGN SYSTEM FOR CONCRETE AND CVANIMASONRY Chkd: ■ ■ .. : :1.. 11• 1" 1 ! 1 ___ , Allowable Shearing Force- = 1105 Ibift - - -,- - - - 7 - - -", - 4: -, 1 ; L - - ,i - , -.,. , •• ,„ . -- • • , _ -The mail-is adequate in shear , .. • •„„ • • • _.„ --. -4- ••• .,, -' ,, Required As = 0.2668 in each reinforced cell (0.08005 ini/ft) OK d = 3.813 in. , n = 21.48 - - kJ -=- -0-3092- , - ibalan6ed .- 0.8969 , _ _.,k_.= 0.2515_ - - ' .,,j = 0.9162 max (Compression) = 6.591e + 004 Ibs (1.977e + 004 Ibs/ft) OK Pmax (Tension) = 9920 Ibs (2976 Ibs/ft) Ole 1 I * , ■, - Jhe has adequate capacity. • . , . .. .• I . . • I . .• : •' . . . : 1 . : .• • ' . : . I : .• Development and Splice Lengths for Longitudinal Reinforcement: K = 3.1250 in: , . Required Development Length: Id ,= 25.17 in. . , i I : RetiitedLariSPIIoeLefigthi- 25:17111. :- -- - - - - r - - - - - ',. - — ! - - - - r - - - - - T: - --. - - - - - , Some codes may require epow reinforcement to have longer - development and splicE : . . . . L 1_ L ; ■ ; 1 I I ' i : : ■ : : i ■ t ' . ■ , ' I s - I I ? • : —, : ' s — : —4 i ■ ■ .• . : I i . . . . i . I - • ! . . . . . . .• I : : i .• . : .• . . .• ! . : : . . 1 .• i I . . : . .• . .. i i I i i .• . i .• . i .• : ! , I , I — . I : ■ ■ . . : . I , .• .• .• . : .• . i : .- : .• . .• . : . . . . i . . : . i .• .• : : : : .• ,.• . : .• I : . . .• : . . . . • . . FRANCISCO CUELLO JR.,P.E.,INC. 1 i • JOB • • • • • • • Consulting Engineer • • ;• SHEET NO lY • • • • -- '145150? Lu/ 6ZEt 'J/ /'t j / ot6L pr((.SO Pe O Al e4/ AU. (= 9-1,7692 t 49(pi) 006 /J ;;3ff j` - 0 - f3, -1, 6' '/J (s/ vv E 5 / I 3 � - % I - of / ) � _ 65,E 4/3 = ?y ,Z4 �s r ©� / 0 ©N GUA MA•v.___' (loaf pL: 3a0 4/a 2r wall/ o y. gi ' ze) #/, Pew �L -3os� --� /53 fr/ 5L.9-6 ,w 56, " %i ie DG: 2-/94 ?We 4 --a As 48 adac S # 1 , 0 1 GDHD (lo®, = / 3S/ GU'A - LL 724 L/ .L■98 3 KJ 567 #-4 Pe - 2$f TpL � /906 #/, - eoNE 4 mss@ 40 erodes From NESS CUSS - M' "printing service 1 -8O 3 -6632r NESS, fm. Peterson ugo, NH 03458 .neos.onm CALCULATED oY • DATE • • • • •• ••• • SCALE • • • • • • • • • • • • • • • • • ••• •i• ••• • i • • • ••• • • ••• .• ••• •• • •• • • s • ••• • • •• •• • • • • • • • • Awa/i _ /Si- 3 - •0,13 - i,1 L : 30 #/ ZO.UE 4 7O4113-- 4L = /35 .01t4 1-4 = 02? GL= 36z A/ - i006 - 5 F r- - 6 10004I eoJo►r, &) 1 5 E 6 W- ee r - our -- Rat_ No. G s 4320574-4 MASONRY • • • • • , • • • if •• •• • _ es se o • • • • ; • • • • • • • ••• • • • • • • • • • DESIGN SYSTEM FOR CONCRETE CLAY MASONRY The National Concrete Masonry Association qick Industry AssociaticVersion 4.0 (Release 4.0.2) Western States Clay Product Association 4nterriatipnal Code Cowed! - • , • • Name: • • , . •• :• • • • • • :, • : . • Chkd: .1 • • • - • • • Date: • • • • Design-of a - Reinforced- IVIasonr,,f-Wall- With •Out-of-Plane Loads- - Using the 2005_MSJCASD Design-Code! • k , • • .• • • • ,,* • •• •, • • . • : I. e ; -0- 4 - • • • 1 Prjct: MEYER RESIDENCE (1st FLOOR) Topic: ZONE 5, MIN. LOAD Page: Material and ConstructiOn Data 8 in. CMU, Partial grout, running bond Wall Weight = 41.033)0 : Wall Sup : Simply Supported Wall 1 , Rain 0 0 0 0 0 ' 0 108 1 1 - Type S Masonry cement 7 Mortar, Coarse - CMU Density = 115 pcf - -7 psi (Specified" Em = p00f rn; = 1350000 psi Wall Design Details - - : = 7.625 In: - Height =108 in. Supported Effective height Hy x = 3.813 in. #5 Bars,_ Fy = 60000.0 ' Reinforcement Spacing = 48 in On-Center . . • • , , , ; . . . . . . . . . . . . . • - I • * • , . . . . . . . . . . . . , : • , • . . . . . Wail betidilgettion - - 7 - -- I - - - •—•-•:- - - -.- --:-: — -- 1 -- - — I - - -- - 1 - -- - -- - - TT — T TT — - - 1 - - - - - - '',•A07 i= 162:6 In. , ' ••, ' ; ' i , • ; , . . - - -• ; * , •to• =• 1328-•in. :, - ! ; 4 • i • - : '• - 1 1 i _ _ L SO =.• 348.4 in.',.. • ,...• ! ' .1_ . „ _ _ • , Ro: = 2.858 in: , , • , , , ' , . . ; , .• • • , , Snow 0 0 0 0 0 0 108 - SpecifleaLoad Components - - - - • - - Load- - - P (lb) - - - - -Wl(pSf)_ -W2 (psf)- -Lab/ft) hl-an)- - - - - - - - - - - - --4- - Dead 1706 0 0 0 0 0 - 108 Live 362: 0. 0 0 • o :o 1o8 Soil ; 0 . 0! 0 0 0 0 108 ; Fluid 0 0 0 0 0 0 108 WInd - 0 0r 7424 1 . 7424 0 — -toe — — Seism ip 0 0 -O ; 0 0 108 - - • - Roof 0_ 0 0 .0.. f 0 10 Controlling Load Cases MASONRY The National Concrete Masonry Association Brick Industry AssociatiCVersion 4.0 (Release 4.0.2) Western States Clay Product Association interrVignal Code altincli Prjct: MEYER RESIDENCE (1st FLOOR) Name: • • • • • • • • Date: • ••• • • • ••• „ Chkd: •, •, • ; • • • -• ••• ; - Section Forces with Controlling Flexure and -Mal Load-D 4: W - :•:- - - - - - - x/I-1 0.520-from- bOttom of_wall_ •••1 , • •• • •-• - • • • • Topic: ZONE 5, MIN. LOAD Page: • • ••• •• •• • • • DESIGN SYSTEM FOR CONCRETEA lb • g • •• ••• • •• • •• • • • • :•• ; • tERY II/FAAINRY • • • •0 • • • • • • • • • • • • • ) •• •• V = -13.36 lb/ft i M L = 9005.73 _ I j i 1 A .1 ■ E P = 1883 lb/ft at en = 0!n ; , : i i I : ■ I : i : . : MT = ML + Pen = 9005.73 lb-in/ft iMoment Capactty = 149742 lb-inift (1247 at this axial Shear Capacity = 4049.59-lb/ft The wall is adequate for these critical section forces, -,_ ; .., Section Forces with Controlling Shearjng Force-D +, L + Lr + S + R + W ; _ : - , X/H = 0000 from bottom of wall - ^ V ------ 334.1 - Iblit - ; ; ML = 9 1b-In/ft P = 2437 lb/ft at en = 0 in ; ; MT = NIL + Pen = 0 lb-in/ft Moment Capacity = 16473.2 lb-in/ft at this axial load , 7 Shear Capacity = 1049.59 Ib/ft The wall is -adequate for these critical section -forces; These were found to be load cases that controlled the desjgn. The flexural, shear and axial forces shown are those occuring at the critical section for the case controlled by flexure and - at th critical section fdtthe case - controlled by shear. The following design calculatiOns are for the section with Controlling bending Moment - - - -s - Section Design Forces Used V = -13.361b/ft (Computed from Loads) ML = 6005.73 lb-inift (Computed from Loads) - P - = - 1883 Ibtft at e in {Computed Loads) _Computed Design Values Note: 1/3 stress increase was used Effective Width = 48 In Web Width = 8.313 in on effective width • • .. • •:• • . „12 • • • • : • • • • • • 1 • • • • : . • • • • . • • • • : • • • • • • • DESIGN SYSTEM FOR CONCRETE AND CLAY PfiAiONRY The National Concrete Masonry Association Bgck Industry AssociaticVersion 4.0 (Release 4.0.2) Western States Clay Product Association tit:motional Cgge arncil • • • • Prjct: MEYER RESIDENCE (1st FLOOR) Name: • • • •• • •• • • • • 0 • . • • • • • • • • • •• 0 ,: 41•41 • • • • Date: . „ Chkd: MASONRY Topic: ZONE 5, MIN. LOAD Page: • 6 ; 6 1 1 ' : • i • • . • i s . 1 4 It a w....• _• • 0- •1: a'. • .- - -Allowable Shearing - Porce = - .- •••- - ---- __ _ ,__ __ _ ___ ___ _ ?_ - - - - - - ---i----- ,,,- • --. ---,- hiii 7 , I . , ellir :11 :L: . 41111 . . -. -. :The_waills_adequatein_Shear : ; . : ,_ 4 411- --------------— , —— .• .• .• , . • s .• 1 . . .• . 1 . . s i • . .• : .• . 1 . ' I . .• s : 4 : : . : 4 : : : • 4 — Required As = 0.08547 in each reinforced cell (0.02137 in OK d = 3.813 in. n = 21.48 k balarited = 0.3092 ' /balanced - 0.8969 _ . k = 0.2394 _ , , , J=09202 . , Pmax (Compression): = 7.538e + 004 Ibs (1.884e + 004 Ibs/ft ) OK ' - Pmax (Tension) = 9920 Ibs (2480 Ibi/ft) OK .• .• .• .• - - The - wall - has adequate capacity. - - • .• .• .• .• .• DevelopMent and Splice .• Lengths for Longitudinal Reinforcement K = 3.1250 in. Required Development Length: Id = 25.17 in. Required Lap Splice Length: = 25.17 in. Some codes may require epoxy-coated reinforcement to have longer development and splice i . . . : : i ■ 1 1 . , . . . 4 . 1 . 4 — s I s 1 s i I I 1 , . . 1 ! : s . . . s . : 1 . 1 . . . . ! :• . . . . . . : . : : : FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer 5PAC1 30) e vrg - Woof W A i-! fprAL DL = 3 000 '/ 30r/ • 5 /50 l/ da 0 y. re, aao 44 /, 5 zi93 5W : /50 r t 0100 i- F/ MIL y /Wag faoi L/ eC c/91-G. 0`L «JT- oar 20 . s PA - k0 =13 e3'• See coic p6L,Ayr - JOB SHEET NO CALCULATED BY SCALE / _ /100 "' �L o ��l • //' = 550 *1, / Zv 1 /q3 A/ / 5b pC • _6:2 /�83 05Z /Vi 1 Z So ' l 3t 44q 00/1 VV 6/ t • • ••• • • e `'E/J• • • m r /4.0 ':' • ••. •• • • X1,0• ••••; • OF • ••■ • DATE • • • • • ••• • • • •• - • • • • • . • • •' • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• •• ••• •• •• •• • • • ; ; • • • • • • • •• : • • '•• • • ••• •• • y y y0 / 7197'/rr GL = 670 Gcz /0 */ 1,1 = /93 #/ 11- qo /. /3133 35 #Y, 2 et = 9 00 ss Y/ reorder From NESS Cbl3T@-M printing service 5 -ECO -885 7 NE &5, lm. Peterborough, NH 6345E trmv..nebs Nn)i R. No: 0 1432.Cr07 z Description General Information Span Depth Width Beam Weight Added Internally Reinforcing Reber @ Center of Beam... Count Size 'd' from Top 4 7 27.50 in 2 5 2.50 in # #2 Uniform Loads #1 2B -1 Dead Load 3.000 k Span = 17.00ft, Width= 8.00in Depth = 30.001n Maximum Moment : Mu 201.22 k -ft Allowable Moment : Mn *phi 267.85 k -ft Maximum Shear : Vu Allowable Shear : Vn *phi 42.92 k Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End 17.00 ft 30.000 in 8.000 in Mn *Phi 267.85 k -ft 267.85 k -ft 267.85 k -ft Vn *Phi 42.92 k 42.92 k Live Load 0.600 k #1 #2 34.85 k 0.220 in2 0.000 2:833 13.750 13.750 34.846 31.816 Deflections... Award DL + Wt] 0.0000 in at DL + LL + [Bm Wt] 0.0000 in at DL + LL + ST + [Bm Wt] 0.0000 in at Reactions... Left DL + [Bm Wt]] 27.625 k DL + LL + [Bm Wt] 32.725 k DL + LL + ST + [Bm Wt] 32.725 k Short Term k 5.667 13.750 15.908 Mu, Eq. C-1 201.22 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -1 34.85 k 34.47 k 0.0000 ft 0.0000 ft 0.0000 ft Title : Dsgnr: Description : Scope: Rebar @ Left End of Beam... Count Size 'd' from Top 2 5 2.50 in 4 7 27.50 in fc Fy 60,000 psi Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity, Pinned - Pinned Live Load acts with Short Term Maximum Deflection Max Reaction @ Left Max Reaction @ Right 8.500 13.750 15.529 Coil Riaht 27.625 k 32.725 k 32.725 k • • • • • I. : •• • • • ob # • N 08 • • Qom 6 1I I'ES J , '(7 JA • • • • • • Ot li Cn 1» • •• a► Rey: 580010 • • • • • • • • • • • • • Page 1 USW: KW- 224, ye C E 8.0, 1- rin g� Software Rectangular & Tee Bea tlezign • • • • • cads • e aw :CaIcuIa • ••• • • : • ••• •• ••• •• Code Ref: ACI 418102:1997 u , s IBd,2003 NFPA 5000 WWW,VAWARM5KONOWANAMONECWOMOMP. 14* 4i4006.a.0.40f SA ;MR NM eg , g7 fag 8 Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 5 7 Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318-02 C.2 MgigV 11.333 13.750 15.529 Mu, Eq. C -2 150.91 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C 26.13 k 25.85 k 3,00 #2 4 psi Start 0.000 ft 14.167 13.750 31.437 • ••• Beam Design OK - 0.2317 in 32.72 k 32.72 k •• . Downward . -0.1929 in at 8.5000ft -0.2317 in at 8.5000ft -0.2317 in at 8.5000ft 2.50 in 27.50 in End 17.000 ft 17.000 ft 13.750 in 34.467 k Bending & Shear Force Summary Mu, Eq. C -3 105.67 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C 18.30 k 18.10 k Description 2B -2 Span Depth Width Reinforcing Deflection Beam Weight Added Internally Count #1 2 #2 2 Load Factoring Uniform Loads # 1 Bending... @ Center @Left End @ Right End Shear... @ Left End @ Right End 6 5 Dead Load 2.700 k 13.83 ft 45.000 in 8.000 in Rebar @ Center of Beam... Size 'd' from Top 42.50 in 2.50 in Bending & Shear Force Summary Mn *Phi 163.10 k -ft 163.10 k -ft 163.10 k -ft Vn*Phi 54.10 k 54.10 k Live. Load 1.000 k Rebar @ Left End of Beam... Count Size 'd' from Top 2 5 2.50 in 2 6 42.50 in #1 #2 Span = 13.83ft, Width= 8.00in Depth = 45.00in Maximum Moment : Mu 143.57 k -ft Allowable Moment : Mn *phi 163.10 k -ft Maximum Shear : Vu 20.26 k Allowable Shear : Vn *phi 54.10 k Shear Stirrups... Stirrup Area @ Section 0.220 in2 Region 0.000 2.305 Max. Spacing 21.250 21.250 Max Vu 20.264 20.264 f'c Short Term k 4.610 Not Req'd 13.952 Mu, Eq. C -1 143.57 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -1 20.26 k 19.93 k Title : Dsgnr: Description : Scope : Max Reaction @ Left Max Reaction @ Right • • • • • ••• • • • • • • • • • • • • • • • ••.:. • !ob# dog: F:WNI, 1wr' JAN 08 ••• • • • • ••• Mg16R ?OLy - • .•• • _ Rev: r: KW-0606224, Ver 5.8.0 1- Dec -2003 • • • • • • • • • • • Page 1 • (c)1983- 2003ENERCALCEn!(neering Software Rectangular & Beare .? esign • • • • • taieeaevccalcwations '0/00 0ereefeeff •.• • • ••• • ... .. General Information Code Ref: ACI 3 8 2119971JdG,'20DS IBCp2003 NFPA 5000 Fy 60,000 psi Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity Pinned - Pinned Live Load acts with Short Term 6.915 9.220 Not Req'd Not Req'd 13.620 13.620 Mu, Eq. C-2 107.68 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 15.20 k 14.95 k 3,001 ps • • • • • Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 5 2.50 in 6 42.50 in #2 2 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318-02 C.2 Start 0.000 ft Maximum Deflection - 0.0201 In 11.525 21.250 19.932 Beam Design OK 28.18 k 28.18 k Deflections... Award . . Downwa DL + [Bm Wt] 0.0000 in at 13.8300 ft -0.0133 in at 6.9150ft DL + LL + [Bm Wt] 0.0000 in at 13.8300 ft -0.0201 in at 6.9150ft DL + LL + ST + [Bm Wt] 0.0000 in at 13.8300 ft -0.0201 in at 6.9150ft Reactions... as Left (a Right DL .+ [Bm Wt]] 21.264 k 21.264 k DL + LL + [Bm Wt] 28.179 k 28.179 k DL + LL + ST + [Bm Wt] 28.179 k 28.179 k End • 13.830 ft 13.830 ft 21.250 in 19.932 k Mu, Eq. C-3 66.17 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -: 9.34k 9.19 k IMMISMES FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer r5rfirn1 : a /0" fl 0 L. 01305 ' : 263 . 1/ r j ®j/ Pit/ 4.r7 - o v T eordes From NESS CUST'i= M "`printing service 7- 800 -688 -6327 NEBS, fn;, Fete7to Ntt (334:58 www.nebs.aam • • • • • • • JOB • •R;C: ►�L44v.• • ' • • • • • • • • SHEET NO • • OF • ••• CALCULATED BY SCALE Z ()AP5 � = 3o 9 9 12 83' - 3) r 2 83 V ( 2 6 c/3-ex. Orl A T - p or - • r- • • • • • • •• • • • • • • • • • • � • • ••• • • • • ••• • • i • •• •• • • • • • • • • • • •• • • • • z83 /, ••� ATE • • • • • • • •• • • • • • • •�• • • • • • • • • • Gtr 7 83 1 Re.. No:f 143200743 Tel. Rev: 580010 .• i 7. Description General Information LC Eng neerin RB -2 Beam Weight Added Internally Rebar @ Center of Beam... Size 5 5 Count #1 2 #2 2 Load Factoring Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318-02 C.2 Dead Load #1 0.300 k Summary Span = 6.83ft, Width= 10.00in Depth = 14.00in Maximum Moment : Mu 6.61 k -ft Allowable Moment : Mn *phi 30.68 k -ft Maximum Shear : Vu Allowable Shear : Vn *phi 10.71 k Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu Deflection Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] software • • Title : • • • • • • • FRANCISCO CUELLO=panE., INS. 6.83 ft 14.000 in 10.000 in 'd' from Top 11.50in 2.50 in Mn *Phi 30.68 k -ft 30.68 k -ft 30.68 k -ft Vn *Phi 10.71 k 10.71 k Uve Load 0.300 k Rebar @ Left End of Beam... Count Size 'd' from Top 2 5 2.50 in 2 5 11.50 in #1 #2 2.79 k 0.220 in2 0.000 1.138 Not Req'd Not Req'd 2.789 2.603 • 0.0000 in 0.0000 in 0.0000 in 0 Left 1.523 k 2.547 k 2.547 k Consulting Engineer 147 Alhambra Moine : Suite 220 • • • • • •• ••• •• • •. Code Ref: ACI 31e/o4 199' uttc:2Oo ac, 2503 NFPA 5000 Short Term k 2.277 Not Req'd 1.301 Mu, Eq. C -1 6.61 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -1 2.79 k 2.76 k ',ward at at at 3,000 psi Fy 60,000 psi Concrete Wt. 150.0 pcf Seismic Zone 0 End Fixity Pinned- Pinned Uve Load acts with Short Term • 6.8300 ft 6.8300 ft 6.8300 ft • • • • Maximum Deflection Max Reaction @ Left Max Reaction @ Right 3.415 Not Req'd 1.270 0 Right 1.523 k 2.547 k 2.547 k • • • • • 4.553 Not Req'd 1.270 Mu, Eq. C -2 4.96 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 2.09 k 2.07 k • • : D ®;; 5� 1PAAi AN 08 •S.••• • : M g (7,61 Ce • . • • • • • : Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 5 2.50 in #2 2 5 11.50 in Start 0.000 ft 5.692 Not Req'd 2.572 - 0.0031 in at - 0.0051 in at -0.0051 in at . •• -0.0051 in 2.55 k 2.55 k Mu, Eq. C -3 2.34 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C 0.99 k 0.98 k 1 Downward . 3.4150ft 3.4150ft 3.4150ft 4 End 6.830 ft Beam Design OK 6.830 ft Not Req'd in 2.758 k • Rev: 580010 & User: KW- 0606224, ver 5.8.0 1 -Dec -2003 Concrete Rectangular & Tee Bear (011983 -2003 ENERCALC Endneerino Software Description RB -. K0' NOZAAPOVA General Information Span Depth Width Beam Weight Added Internally .0M blErffeiMMESYM Reinforcing Rebar @ Center of Beam... Count Size 'd' from Top #1 #2 Load Factoring 2 5 2 5 Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered Toads to ultimate Toads within this program is according to ACI 318-02 C.2 Summary 9.67 ft 12.000 in 8.000 in 9.50 in 2.50 in Span = 9.67ft,, Width= 8.00in Depth = 12.00in Maximum Moment : Mu 1.64 k -ft Allowable Moment : Mn *phi 24.15 k -ft Maximum Shear : Vu Allowable Shear : Vn *phi 7.08 k Shear Stirrups... Stirrup Area @ Section 0.220 in2 Region 0.000 1.612 Max Spacing Not Req'd Not Req'd Max Vu 0.569 0.455 Bending & Shear Force Summary Deflection Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm Wt]] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Mn *Phi 24.15 k -ft 24.15 k -ft 24.15 k -ft Vn *Phi 7.08 k 7.08 k Rebar @ Left End of Beam... Count Size 'd' from Top 2 5 2.50 in 2 5 9.50 in #1 #2 0.57 k . award 0.0000 in at 0.0000 in at 0.0000 in at no Left 0.483 k 0.483 k 0.483 k Mu, Eq. C-1 1.64 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C-1 0.57 k 0.56 k Title : Dsgnr: Description : Scope : • •• . 1 .. • • ••* •• • Code Ref: ACI 3140 119? adO4I$C, 2013 NFPA 5000 Pc Fy Concrete Wt. Seismic Zone End Fixity Live Load acts with Short Term Maximum Deflection RBINIMMERIN . /7 3.223 4.835 6.447 Not Req'd Not Req'd . Not Req'd 0.227 0.222 0.222 0.0000 ft 0.0000 ft 0.0000 ft Max Reaction @ Left Max Reaction © Right Mu, Eq. C-2 1.23 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C: 0.43 k 0.42 k (7a Right 0.483 k 0.483 k 0.483 k • •• •• •.• • • • • • • • • • Jdl # • • • • • Dale::5':6PM: 17� AN 08 • • • • •• • • • • • MEVE/Z trz6vfteAr • • • • • • • ••• • st.n •' •'• • ; • •• 'rage 1 • • • .- I culations y 3,000 psi 60,000 psi 150.0 pcf 0 Pinned - Pinned Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 #2 2 8.058 Not Req'd 0.449 5 5 Beam Design OK - 0.0055 in 0.48 k 0.48 k . ■ownwa . - 0.0055 in at 4.8350ft - 0.0055 in at 4.8350ft -0.0055 in at 4.8350ft • • •• 2.50 in 9.50 in 9.670 ft Not Req'd in 0.563 k Mu, Eq. C-3 1.05 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -2 0.37 k 0.36 k FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer SP y' - 2" tofyr5 S7Ni I� 0- 0 0.<" /2 JQ / 3/ 4 200!' 26 - q toRDs P 1 J J tA Z -3 vZAr1J . r a ° P7t _ `f ooj eurc!es from N S CUSTelVrprinting service 1- HOCK- 88 8 -G'2; NEA&, frr... Pet2sborough, NH 0.3458 www.nebs.cum ° KG s 0 •6 /so /s� G' - 900 • • • •• • • • • • • • • • • • • JOB �r : 2 tsi�?� • • • • • F ro • • • • • • • SHEET NO. OF CALCULATED B • • • • • • • • • • • • • • SC • • • • • ••• • •�• • • • ••• • • • • • • P. flea. z3-, PL = f , ? L( tL 7 z �C z zeta * • • • • • • • • • • • • • ••. • • • • • • • • • •• • • • • • ••• •• a.= 4 il - /6 WI Ttys/- d I T zeta ' Het. Neer i 1,132097 ;a Rev: 580002 User: KW -0606224, Ver 5.8.0 1-Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description 2B -3, 2B-4 General Information Fy Pc _ Concrete Member Information Description Span Beam Width Beam Depth End Fixity Reinforcing Center Area Bar Depth Left Area Bar Depth g Ri ht Area Bar Depth Loads ft in in Using Uve Load This Span?? Dead Load k/ft Uve Load k/ft Dead Load k/ft Live Load k/ft Start ft End ft Point #1 DL k LL k @X ft Mmax @ Cntr k -ft @X= ft Mn * Phi k -ft Max @ Left End k -ft Mn * Phi k -ft Max @ Right End k -ft Mn * Phi k -ft Shear @ Left k Shear © Right k DL @ Left k LL @ Left k Total @ Left k DL @ Right k LL @ Right k Total @ Right k Max. Deflection in @X= ft Inertia : Effective in4 60,000.0 psi 4,000.0 psi Tide : ALT to it tt�e . ... • • •. .. . Job# Dsgnr: • • • • • • • • • • Date- 3:o6PM, 25 JAN 08 • Description : • • • • • • • • • • Scope : . ' • • .. .• • ••• • Multi-Span Concrete � 17t• • • • •• • • • . • • Page 1 • • �•. • _ • • • . �c.ecw:Ciculations •• • . • • • •• ••• •• • ••• • • • • • Code Re : kt3 t842419rt UBC. 200 fl C, 2003 NFPA 5000 - . Spans Considered Continuous Over Supports ACI Dead Load • Factor Stirrup Fy 60,000.0 psi ACI Live Load Factor 2B 2B S3 14.00 7.00 30.00 8.00 8.00 20.00 16.00 16.00 24.00 Pin -Fix Fix -Free Pin -Pin 0.621n2 1.201n2 1.321n2 13.50in 2.50in 20.20in 0.621n2 1.201n2 1.321n2 2.501n 2.501n 2.80in 1.201n2. 1.201n2 1.32in2 2.50in 2.50in 2.86in As >0.75Rhob Results Beam OK Beam OK Beam OK Reactions Deflections 24.92 5.23 35.71 0.00 35.71 -44.30 65.71 Bending OK 9.49 15.82 Yes Yes 1.000 1.000 0.240 0.240 5.25 1.26 6.51 8.75 2.10 10.85 -0.155 5.88 798.56 0.00 0.00 5.39 -64.41 65.71 8.70 2.10 10.80 0.00 0.00 0.00 -2.939 7.00 95.99 0.500 0.000 0.000 0.000 0.000 0.000 30.000 1.700 0.420 0.000 6.500 0.000 78.75 15.00 116.52 0.00 122.46 0.00 0.00 65.71 122.46 Bending. OK Bending OK 15.75 10.50 0.00 10.50 7.50 0.00 7.50 • 7.50 0.00 7.50 -0.110 15.00 23,040.00 1.40 1.70 Description Shear Stirrups 2B-3, 2B-4 Stirrup Rebar Area in2 0.220 0.220 0.220 Spacing @ Left in 6.75 6.75 Not Req'd Spacing @ .2 *L in Not Req'd 6.75 Not Req'd Spacing @ .4 *L in Not Req'd 6.75 Not Req'd Spacing @ .6'1 in Not Req'd 6.75 Not Req'd Spacing @ .8 *L in 6.75 Not Req'd Not Req'd Spacing @ Right in 6.75 Not Req'd Not Req'd • �b Title: � ; • • • D� 3:06 i • i • Job# Dsgnr: : : ; • ate; 'M, 25 JAN 08 Description • • + • • • • • • • Scope: • • • • • • • • ••• • • • • • • • • • • • • • • • • • • Page 2 • Multi -Span Concrete Beam, ••• ••• • • • • • raic.ecw:Caicuiations Rev: 580002 User: KW- 0606224, Ver 5.8.0 1 -Dec -2003 tc11983 -2003 ENERCALC Engineering Software • • • ••• ••s ••• •• • •• s • • • • • ire • • • • • • _ • • • • • • ••• Use K 0 Ver 5.8.0 1- Dec-2003 Concrete Rectangular & Tee B • a rlesi • n • • � • • • • • (61983 -2003 ENERCALC Engineering software • • • • • • Description 2B -5 General Information Span Depth Width #1 #1 Beam Weight Added Internally Summary Deflection Bending... @ Center @ Left End @ Right End Shear... @ Left End @ Right End Dead Load 0.700 k 4.17 ft 16.000 in 8.000 in WOMPfirsreVMDEVAMW Reinforcing Reber @ Center of Beam... Count Size 'd' from Top 2 5 5.50in Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate Toads within this program is according to ACI 318 -02 C.2 Span = 4.17ft, Width= 8.00in Depth = 16.00in Maximum Moment : Mu 3.27 k -ft Allowable Moment : Mn *phi 12.80 k -ft Maximum Shear : Vu Allowable Shear : Vn *phi 44.32 k Shear Stirrups... Stirrup Area @ Section 0.220 1n2 Region 0.000 0.695 Max Spacing 2.750 2.750 Max Vu 2.840 2.840 Bending & Shear Force Summary Mn *Phi 12.80 k -ft 3.91 k -ft 0.00 k -ft Vn *Phi 44.32 k 44.32 k Live Load 0.200 k 2.84 k Short Term k 1.390 2.085 Not Req'd Not Req'd 1.056 1.030 Mu, Eq. C -1 3.27 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C-1 2.84 k 2.44 k Title : Mt: i 1, f5 • 01 • • • • i "Job # Dsgnr: • • • • : •: D $te! 108+1, 25 JAN 08 ' • Description : • • • • • • • • • • • • Scope: • • • • • • • • fc Fy Concrete Wt. Seismic Zone End Fixity Pinned - Pinned Live Load acts with Short Term Reber @ Left End of Beam... Count Size 'd' from Top #1 2 5 2.50 in • �� •• • • • •• •••• •• • Code Ref: £C431$ -t , y993'011B &, C, 2003 NFPA 5000 Max Reaction © Left Max Reaction @ Right 2.780 Not Req'd 1.030 Mu, Eq. C-2 2.46 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C -: 2.13 k 1.83 k 3,000 psi 60,000 psi 150.0 pcf 0 • • Page 1 ,ecw:calculations Rebar @ Right End of Beam... Count Size 'd' from Top #1 2.50 in Start 0.000 ft 4.170 ft Maximum Deflection -0.0008 in 3.475 2.750 2.438 Beam Design OK 2.15 k 2.15 k End 4.170 ft 2.750 in 2.438 k Mu, Eq. C-3 1.63 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. C-1 1.41 k 1.21 k Deflections... . Upward . . Downward . DL + [Bm Wt] 0.0000 in at 4.1700 ft -0.0007 In at 2.0850ft DL + LL + [Bm Wt] 0.0000 in at 4.1700 ft -0.0008 in at 2.0850ft DL + LL + ST + [Bm Wt] 0.0000 in at 4.1700 ft -0.0008 in at 2.0850ft Reactions... Coil Left IS Right DL + [Bm Wt]] 1.737 k 1.737 k DL +LL + [Bm Wt] 2.154k 2.154k DL + LL +ST + [Bm Wt] 2.154k 2.154k FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer 5 Teat_ ,B (kio)(z$) GO (+-D PG; 30 pg. 15' ='/50 k / 5 pr,J If /51- 6 n 5 /e9P r -a . 7 - /A) 6 eo ter From NESS CUST•`M"`printing service 1-g00-88PA327 NEE14, Iw,, Peterborough. NH 03458 rrwwnets.com JOB SHEET NO. ',7 i• 3,7 • . • • •• • • . .. �lil r' 4/ z : • 46-5:94 Ct 7- : • • sr • • • • • • : CALCULATED B1' • • • • • • • DATE • • • •• • • • SCALE • • • • • • • • • • • • • • • ••• ••• • • • • • • • • •• : • ••• • •• • • • • • . • : : '• • • ••• • See o3zc_ Poway r - OVT . 3 i } bL DI— z, SH $T�Z 66A- (c' 2 fit OM 3T G e CAA-/ T>L .p 3, 4 GG a 3 E 5 66 Cm-cc pn MJr ea-r- 3, ? 4 - 3 i 9- L4. Ref. No: 0 14320070 Rev: 580007 User: KW -0606224, Ver 5.8.0 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description STEEL BEAM General Information Code Ref: AIS'C rh:A9D, :1907 ter 2003I 2003 NFPA 5000 Steel Section : W8X28 Center Span Left Cant. Right Cant Lu : Unbraced Length Distributed Loads Note! Short Term Loads Are WIND Loads. DL LL ST Start Location End Location Summary Using: W8X28 section, Span = 15 End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb 1 Fb Shear fv : Shear Stress fv /Fv Force & Stress Summary Max. M + Max. M - Max. M @ Left Max.. M @ Right Maximum 27.87 k -ft 15.50 ft 0.00 ft 0.00 ft 15.50 ft 7.192 k 3.131 ksi 0.217 : 1 Steel Beam Desig • •' • • •• • : : ••• Page 1 • • • • • • • • ealc.ecuu:calculatlons Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #4 .50ft, Fy = 36.0ksi 15.50ft, LDF = 1.000 Actual Allowable 27.870 k -ft 43.740 k -ft 13.763 ksi 21.600 ksi 0.637 : 1 Title : kt . � $ 5,�I�7eAIC6. • • • Job # Dsgnr: . • • :.: L td t:3311M, 23 JAN 08 Description :• • • • • : : • • ••• Scope : • • • • . • • 33.078 k 14.400 ksi #5 Shear @ Left 7.19 k Shear @ Right 7.19 k Center Defl. -0.424 in -0.218 -0.424 -0.424 Left Cant Defl 0.000 in 0.000 0.000 0.000 Right Cant Defl 0.000 in 0.000 0.000 0.000 ...Query Defl @ 0.000 ft 0.000 0.000 0.000 Reaction @ Left 7.19 3.70 7.19 7.19 Reaction @ Rt 7.19 3.70 7.19 7.19 Fa calc'd per Eq. E2 -2, K *Ur > Cc I Beam, Major Axis, (102,000 * Cb / Fy)".5 <= UrT <= (510,000 * Cb / Fy) ".5 , Fb per Eq. F1-6 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / (1 * d) • • ••• F • • Load Duration Factor Elastic Modulus 0.000 0.000 0.000 0.000 #6 • • • • • • : • • ' • •• ••• .. • • Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Defl Length/(DL +LL Defl) • • • • 36.00ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL+ST Oniv na. Center Center (a. Cants Coil Cants 14.36 27.87 k -ft k -ft k -ft k -ft 3.70 7.19 k 3.70 7.19 k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.424 in 851.5 : 1 438.6 : 1 Description STEEL BEAM Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... J Cw 8.060 in 0.285 in 6.535 in 0.465 in 8.25 in2 1.770 in 0.540 in4 312.00 in6 Weight 28.02 #/ft box 98.000 in4 Iyy 21.700 in4 Sxx 24.300 in3 Syy 6.630 in3 R -roc 3.450 in R -yy 1.620 in Zx 27.200 in3 Zy 10.100 in3 K 0.859 in 32 Title : M 6 • • ; nVi • i+";�e • • • Job # Dsgnr: • • • • • • . •: t • td *:331M, 23 JAN 08 Description : • • ••• • • • • • i • • Scope : • • • • • • • •: ••• • Steel Beam Design • ; _ • • ; • : • . ea ic.ecw:ca c 9 atlons Rev: 580007 User: KW- 0606224, Ver 5.8.0 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software • • • • • ••• •• •• • • • •• • • • • • • I. • s . - ! f• •• •• Section Properties W8X28 • • • • • ••• • • • Rev: 580007 • • • • • • • • 7 • user xw06224, ver 5.6.0 1- Dec -2003 Steel Beam Des • • • ' • • • • Page 1 _ cU1983 -2003 ENERCALC Engineering Software • • • • • • • _ • • • • . aIC.ecw iculations Description SHORT STEEL BEAM General. Information Steel Section : W6X12 Center Span Left Cant. Right Cant Lu : Unbraced Length Dead Load Live Load Short Term Location Summary Force & Stress Summary Using: W6X12 section, Span = 6.50ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 6.50ft, LDF = 1.000 Actual Allowable Moment 13.064 k -ft 13.158 k -ft fb : Bending Stress 21.445 ksi 21.600 ksi fblFb 0.993:1 Shear 4.039 k 19.971 k fv : Shear Stress 2.912 ksi 14.400 ksi fv / Fv 0.202: 1 Max M + Max M - Max. M @ Left Max M © Right 1 Maximum 13.06 k -ft 6.50 ft 0.00 ft 0.00 ft 6.50 ft Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together 1 Title: c;7w eels) • •f ••• Job # Dsgnr: • : • • • • Date �031' 25 JAN 08 • • Description :' • • • • • • • : • i • Scope: • • • • • • • • ... •.;•• • Code Ref. i eSC Qthn),'I91 ?I • , 2003'1)X, 2003 NEPA 5000 Fy '• 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #1 #2 #3 #4 #5 #fi..__.�. #7 4.000 k 4.000 k k 3.250 ft Beam OK Static Load Case Governs Stress Max Deflection Length/DL Defl Lengthl(DL +LL Defl) «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST OnIy (off Center a Center 0 Cants Cad Cants 6.56 13.06 k -ft k -ft k -ft k -ft Shear @ Left 4.04 k 2.04 4.04 k Shear @ Right 4.04 k 2.04 4.04 k Center Defl. -0.124in -0.062 -0.124 -0.124 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 4.04 2.04 4.04 4.04 k Reaction @ Rt 4.04 2.04 4.04 4.04 k Fa calc'd per Eq. E2 -2, K *L/r > Cc I Beam, Major Axis, (102,000 * Cb / Fy) ".5 <= L/rT <= {510,000 * Cb / Fy) ".5 , Fb per Eq. F1-6 I Beam, Major Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / (I * d) -0.124 in 1,248.8 : 1 628.2 : 1 Rev: 580007 User: KW -0606224, Ver 5.8.0 1- Dec -2003 01983 -2003 ENERCALC Engineering Software • Steel Beam Design •.• Description Section Properties W6X12 ' • • • • • • _ • • • 1 - - .• Depth Web Thick Width Flange Thick Area Rt Values for LRFD Design.... J Cw SHORT STEEL BEAM 6.030 In 0.230 in 4.000 in 0.280 in 3.55 in2 1.050 in 0.090 in4 Zx 24.70 in6 Zy K Weight hoc Iyy Svc Syy R -roc R -yy title : • • • • • • • Job # • Dsgnr: • : : :l • � :Ic3PAlt 25 JAN 08 Description : • ••• • • i i • i • Scope : • • • • • • • ••• • • • • •• 12.06 #/ft 22.100 in4 2.990 in4 7.310 in3 1.500 in3 2.490 in 0.918 in 8.300 in3 2.320 in3 0.530 in • • • • •�• •' • • . Page 2 • • • • • _ • • • cal ecw:caiculatlons • •• • • •• ••• • • • • ••• • • _ • • FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer 5veCey12/9 -C r7171 SCALE So t z� .S /) 035# *-/i 707AI COA 4 435 eorter From NESS CUST M' "printing service 1-8c0-588 -&327 NEW, r: c. Peter0orough. FJtt 03•58 '•awv: ness. om • • ••• JOB MPyrle ; 7145 p e • • �• •; •:. • • • • •.. • • • .�,• • • • • • SHEET NO. O* • • • CALCULATED BY • • DATE t000 es/ sv lip Fr 4 6 6,5' 6a«) ;o5 (4/ 44 evF -3 • • • • •• • ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• • • • • • C9 AJ1iuuaa5 FDo r 9 r✓5 /G)) ••• • • . •• :'• /J6) 2" FGooa A�7ar7-i •( Pr& & r 6A- • 10 AG4 • • • ••• • • //Dar Tn = 3o #7,5' • 16Z G ' -1 z, 33 yll o //I GL , , = 4/0 d 2 west_ gom• 24) = ,1z0 0 fonert Ioor = sic = 3a ps • 1 4 031 w 1 q 4 s A/ u = /g 2, s'' f/, z 51/113 _ isoi / •1 . 22 ' . �/� _ �2 / cc= Yops /- oof 2.1:63 4 i2. 2 Rot. No. C 34325075& FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer CO /C 077 6 & /A/ p' g Roo A4 • • /2490A Pt= 30f5/ z /ZoDie 5ru1/ a E r f / = 3280 d#4 Oft Vz' c z z f f 5' : Z 3f LSD � ` • 8 '' . • ? O9 9/2 A 5 b9' : 359 #i1 7 ' 71 t t04-P5• y6 ?, 6, 4/69 . 9, 7 / 4 � ,� . D 6 9' _ 6, 5 ®v' 6, 5 6 _ 5,5 HILT/ a I 5 - 00 #:3 Po✓tiaL5 e, 3 /0 /Vs z 3'1 '34 1 5 , 5- 4 - 1 133 _ ,S' .order From NESS CUST •'M' "printing service 1.800- 888 -F327 NESS, lr. Petertwrough, NH O31U verp.,.rt tX,m 5 CAP/1-C vey /6 8 s ifs' • • ••• • • • ••• • • • Tet SHEET NO. • • ' ' • • op • • • JOB CALCULATED BY • • DATE ' • • • • • ••• • • • •• • • • • • • • • • • • • • • • • ••• ••. '•• • • • , • • SCALE • • • 4. 3i) _ 1 I /0 f k. a�i�/ZIg� • • • • • • • • • • ce_.30•/ '_ 7 z Z c - z-70 0/, ce pg. v9' = tor- • 44 Ref. ilo:0 143'7.0W 4 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer =75.01 , FOn7/ ))G ©o0ZS -•O$S /•/ 116 96 3 13' p loiAAD Pne5su (- o, 8- 0. 4) r� ASS 5 p/ M. 1/e/i —35,515/ 335©5/ Gl lli /J 6 20 , ce,) 76 CoWM Al : t 9 /le Ft, :. 355 ®5, /' �y�( w CIO s 70(5 : 10 est /I'. 5' - X06 aoc/ urA-1L �b O 45'. g" = 1 , 4 ,/ F om ?Morn beers) • / 41/i eorder From NESS CUSP — Wrprinting service i - 001> &5327 NESS, In Peterborough, NH 03 riww.rreils.n'rm £''e-L4.04t) �T�EZ ep4" -en" 7 : • : . . . •. ..• •• •• • • • • • ••• ••• $ 0 S'- 0 1' X z4" From KM-NV) 0 3 5; Sr, • ► 2, /3 o x 5 a X Z4 • • • • • •• • • • •••• • • • • • ••••• •• • JOB ikey /I` • (Z6 1 °`° ° • • • • • ••• w • • • • ••• SHEET NO OF CALCULATED BY • •. r ' • • • • • • • DAV • • • • • • • • SCALE • • • • • • • • • • • • ••• ••• '•' • • • • • • X007 //t?G 35 Sp /4).. P I 39 ”6 5e3/ '‚5 c' 2 5 /i`- = � � � sh 2 5z 72 /,x_91' a ° 034 Ref. No: 0 1432C074e� Building Characteristics h = 23.42 ft L = 56.42 ft (Short) B= 69.67 ft (Long) WIND LOAD ANALYSIS (A.CS 7 ) • to� � 2S "' @ cr • NAEt RESIDENCE h/L = 0.42 (To dot Cp, ASCE 7 -02, Fig 6-6, page 51 Roof Press.) UB= 0.81 (To det.Cp, ASCE 7 -02, Fig 6-6, page 51 Wall Press.) • • • • • ktglner • • • • .. • • • ttinteVt, : • 103:78 • • •. •• •. •.• • • . • • • • • ••• • ••• •• ••• z = 14.05ft • •..••••:• zmtn 15 ft ( Terrain E Constants, ASCE 7 -02 TABLE 6.2, • • • C = 0.20 ft (Terrain Exposure Constants, ASCE 7 -02 TABLE 6.2, page 74) 500 ft (Terrain Exposure Constants, ASCE 7 -02 TABLE 6.2, page 74) 0.20 ft (Terrain Exposure Constants, ASCE 7 -02 TABLE 6.2, page 74) _ Design Criteria ASCE 7 -02 Category II (ASCE 7 -02, TABLE 1 -1) Exposure C (ASCE 7 -02, 6.5.6.3) V = 146 mph (ASCE 7 -02, Fig. 6-1) = 1.00 (Importance Factor, ASCE 7 -02 TABLE 6.1, page 73) K = 0.94 (Velocity Pressure Exposure Coefficient, also Kh, ASCE 7 -02 TABLE 6.3, page 75 based on z) Kd = 1.00 (Wind Directionality Factor, ASCE 7 -02 TABLE 6.4, page 76, based on structure type) Velocity Pressure q = 0.00256 K Kd V 1 [Ibs/ft (Eq. 6-13) (NOTE: section 6.5.7 of ASCE 7 -02 does not apply (i.e., Kzt =1.0)) q = 51.29 PSF Determination of wind pressure (p) (ASCE 7 -02, 6.5. 12.2, Main Force Resisting System) p =q" G" CP gh(GCpj) [Ib/ft (Eq. 6 -15) (ASCE 7 -02, 6.5.12.2.1, Rigid building of all heights) Gust Effect Factor (ASCE 7 -02, 6.5.8, Rigid Structures) I = 0.228 (Eq. 6 -3) L = 427.06 (Eq. 6-5) Q = 0.90 (Eq. 6-4) Therefore: G = 0.87 (ASCE 7 -02, 6.5.8.1, (Eq.6 -4)) And, Gcpl+ = Gepl- = Walls (UB) = 0.81 WINDWARD SIDE C = 0.8 (Fig. 6-6, page 51) C = -0.7 (Fig. 6-6, page 51) p+ = 26.51 psf p = -40.51 psf P.- = 44.98 psf p_ = -22.05 psf LEEWARD AS COMPONENTS 8 CLADDING (mar.) Cp = -0.5 (Fig. 6-6, page 51) P=F x q with A= 48.00 ft P+ = -31.57 psf F - zone 5 = -1.339 p_ = -13.11 psf P= -68.70 psf From next page: Net Uplift -39.45 psf (Interior) -65.96 psf (Overhang) ••• • • • •• 0.18 (Internal Pressure Coefficient, FIGURE 6.5, page 49) Enter 0 for open bldgs. 0.55 for partially enclosed bldgs. or 0.18 for endosed bldgs. -0.18 (Internal Pressure Coefficient, FIGURE 6.5, page 49) FRANCISCO CUELLO JR. P.E. CONSULTING ENGINEERS -147 ALHAMBRA CIRCLE - SUITE 220 - CORAL GABLES - FL 33134 - 305.567.0125 - 305.567.0129 (FAX) WIND LOAD ANALYSIS (ASCE ;02) • 39 . • 7. • . • • .. • " Prujeck MEYER RESIDENCE •'• •• • • �gineere. 0 • • Determination of wind pressure (continuation) • • . • • • •. ' • • • ••. • • • • • • • ••. •.. ••• • • • • Roof Normal to Ridge WINDWARD C = p+ = p- = LEEWARD C = p+ = P- = Parallel to Ridge WINDWARD C = p+ = p- = LEEWARD C = P+ = p- = At overhangs Overhangs C = P -0.7 (Fig. 6-6, page 51) -40.51 psf -22.05 psf -0.5 (Fig. 6-6, page 51) - 31.57 psf -13.11 psf -0.9 (Fig. 6-6, page 51) -49.45 psf -30.98 psf -0.9 (Fig. 6-6, page 51) - 49.45 psf -30.98 psf (1f there are no overhangs, Ignore this section) -0.8 -0.9 - 75.96 psf Net Uplift - 39.45 psf (Interior) - 65.96 psf (Overhang) h/L = 0 0.42 •.•••• .. .. 18 b • • ..... • ' :. • ' . ' • .. • • '• ' • • • •.. •• • FRANCISCO CUELLO JR. P.E. CONSULTING ENGINEERS -147 ALHAMBRA CIRCLE - SUITE 220 - CORAL GABLES - FL 33134 - 305.567.0125 - 305.567.0129 (FAX) WIND LOAD ANALYSIS (A6CE 7•,0?,) • : • .• 40 • • • • • •. . • • • • • ••• ••• • • • • "'Plbjic; KlEetriR RESIDENCE Components & Cladding From wind analysis: qZ = Determine a: a = 5.642 ft or but not less that 2.2568 ft or 5.642 ft Use a = Windows and Doors Pressure 51.29 PSF 0 • • • ••• • I*gincr• 0 • • • • • • • • • • • • • • • • • •••• • ... ••• • •••- • • • • 9.368 ft (whichever is smaller ' 1 • ; . •: .6.643 • • • '• ' • •• • • • • • •••• ••• qZ = 51.29 PSF EXPOSURE C CATEGORY II WINDOW/ DOOR ID SIZE (aprox.) w (ft) 1 h (ft) AREA (SF) F( -) ZONE 4 F( -) ZONE 5 F( +) ZONE 4 &5 IN ( DOO 16.00 7.00 112.00 -1.095 0.995 -56.15 P= Fxq (psf) P- ZONE 4 ( -) ZONE 5 ( -) p+ ZONE- 4 & 5 -62.04 37 51.02 FRANCISCO CUELLO JR. P.E. CONSULTING ENGINEERS -147 ALHAMBRA CIRCLE - SUITE 220 - CORAL GABLES - FL 33134 - 305.567.0125 - 305.567.0129 (FAX) FRANCISCO CUELLO JR.,P.E.,INC. • Consulting Engineer •rUer From NEBS CUSTOM "'pdnUng service 1-800. 888.6327 NEttS. Inc. Peterborough, NH 03458 trhm.nebsi.ccm JOB SHEET NO. SCALE •• •• ••• • • • ••• ••• • • • • • • • • • ••• • • •• • • • • • • ••• • • • • • • •• • • • • • ••QF CALCULATED BY • • • • • ••• • • • • • • . •• • • • • . • • • • • • • • • • • • • • • • ••• ••• • •• • • • • • • •.1 • • • • •• • • • • • • 1 • • 1 � • •• • • • • • • ••• •• DATE c rib' 41 i Ls cJr pue -1a toeie P r vT 1?o x o. (41 42co S 4.1-o fit 2- >: b szo 4 - 91701 * Glo Sc , o. {Z . 21.9 7 c94' r D.elf rvl ®'7 St 6 : 6.64 �'1J Ret. Nv: G 1432007413 B4. Map/Panel Number 85. Suffix .86. FIRM Index _ B7. FIRM Panel Be. Flood - 89. Base Flood Elevaton(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12025 C 0093... J .. .. 7/17/95... 3/2/94 X . N/A . _.. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program A4. Building Use (e.g., Residential, Non- ResidentialfAddltion, Accessory, etc.) A5. Latitude/Longitude: Lat. Long A6. Attach at least 2 photographs of the buliding if the Certificate is being used A7. Building Diagram Number 1 A8. For a buliding 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 inA8.b City MIAMI State FL ZIP Code 33138 Oonversiommente NONE a) Tepot. fl (Including basement, crawl apace, or enclosure boor).. b Top of the next higher floor e) Mom rates lowest Na tai dal member (V Zones only) d) Altacterd garage (top of ) ek Lowest elevation ate as equipMerd serviOte building (Describe of nment (Netted) (LAG) g) lOgneastweefifirdened)cpede () ELEVATION CERTIFICATE •. • . ••• • . ... • .. • _ ••• •. •• • • • •• •• • Imports* �e8d the ln on pages 1 -8. SECTfORI - ''FOPER11f ft ORMATION Al. Building Owner's Name GUNTHER "AND NICOLA MEYER • • • ••: • • A2. Building Street Address (including Apt., U it Suite,7anVo? BDig orl4). Route i d'Rd No. 860 N.E. 98 STREET • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • •. -.Cy1A N� sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1 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: ►5 NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 Designation. Date. ❑ CBRS ❑ OPA C1. Building elevations are bas g g '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, below according to the building diagram specified in Item A7. Benchmark Utilized 11 ' Vertical Datum t.G:V.D.1 • CTION 0 -$ Y ORARCHRECTGERTtRCATtON .l ne � se .:_. >, represents '' 6es teQttrts to the dais av&le e. $ l I he ,fit a or under 18 U.S. . Seam 1001, 6trodasers Scomnsonts backer form � F EMPLOYED Cky MIAMI RE §IDENCIAt, Horizontal `Datum :1 ❑ to obtain flood Insurance. A IL Code 84 Signature Date 10/11/07 Telephone 305- 220 -6397 OMB No. 1680 -0008 Expires. February .28, 2009 Fo lnearance i OM SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED based on: Construction Drawings* ❑ Building Construction' 41.10 Inis led Co OIL the measurement used. ® feet 0 meters (Puerto Rico only) N/A ❑ feet metere.(Puerto Rloo orgy) U. feat . II meters (Puerto Rico only) ISM to D meters (Puerto Moe . IAA Asa feet a meters (Po Rat on . feet D metes (Puerto Rico o ILA i feet I *MO A3. Property Description (Lot and Block Numbers, Tax Par VNijmejer. Not Dgs41Qfioq, btb.) THE W. 1/2 OF LOT 4 AND ALL OF LOTS 5 AND 6 AND THt 3'01 N i1AM1€6j-IORES SEC. 2 P.B.E0, PG. 37 MiAMI -DADE CO. FL • •.• • • • • • • • D ❑ 1UAD 1 3 A9. For a building with an attached garage, provide: a) Square footage of attached garage 450 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade NIA c) Total net area of flood openings in A9.b "° sq in 81. NFIP Community Name & Community.Number MIAMI SHORES ' 1 20652 82. County Name MIAMI -DADE 83. State FL ❑Yes c Lion C2.a-g Hi: For insurarroe- Company Use gP011oy.Numbsr. IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (Inciuding Apt., Unit, Suite, and/or Bldg, No.) of P.Q. limp erpB7 Ng. ity State ZIP Code SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) communitl,affIQai;(2,1 iWOcr3 aigantt and (3) building owner. Comments • • _ • • • • • • Signature SECTION E - BUIL For Zones AO and A ( + 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). 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 0 above or ❑ below the .LAG. E2. For Building Diagrams 8.8 with permanent flood openings provided In Section A items 8 and/or 9 (seepage 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ' • ❑ feat ❑ meters O above or lug, 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 0 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 floodpialn 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 -Rued BFE) or Zone AO must sign here. The statements in Sections A, 8, end E are coned 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 '4 • • • • • • • • • • • ••• • • • 0 ••• a • • • • • • • • • • • ••• ••• • • • • •„••• . •• • • • • • • • • • / • A • •.• aim :.• • • ••• • • • • • • • ❑ Check here If attachment TiON INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) SECTION F - PROPERTY OWNER .(OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodpiain 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 38. and G9. 31. ❑ 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.) 32. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - Issued or community -Dual BFE) or Zone AO. 33. ❑ The following information (Items G4. -39.) Is provided for community fioodplain management purposes. 34. Permit Number 35. Date Permit Issued G8. Date Certificate Of CompliancelOccupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial improvement 38. Elevation of as -bulk lowest floor (Including basement) of the building: _❑ feet ❑ meters (PR) Datum 39. BFE or (In Zone A0) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Title Telephone Date State ZIP Code Check here if attachments ❑ Check here if attachments Project Name: meyer residence Builder: Address: 860 ne 98 st • • • • Reroiittjr, Office: ,•• miami shores • City, State: miami shores, fl • • • :1ems Nttlitbr • • Owner: meyer • • • ; JVrI*tcitctWrf Km; bee 232600 Climate Zone: South 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit Cap: 24.0 kBtu/hr 3. Number of units, if multi - family 1 _ SEER: 14.25 4. Number of Bedrooms 4 b. Central Unit _ Cap: 45.0 kBtu/hr 5. Is this a worst case? No _ SEER: 14.75 6. Conditioned floor area (ft 4340 ft _ c. Central Unit _ Cap: 32.0 kBtu/hr 7. Glass type I and area: (Label regd. by 13- 104.4.5 if not default) _ SEER: 15.00 a. U- factor: Description Area 13. Heating systems _ (or Single or Double DEFAULT) 7 a(Sngle Default) 634.1 ft _ b. SHGC: a. Electric Strip Cap: 17.0 kBtu/hr _ COP: 1.00 (or Clear or Tint DEFAULT) 7b. (Tint) 634.1 ft _ b. Electric Strip _ Cap: 34.0 kBtu/hr 8. Floor types _ COP: 1.00 a. Raised Wood, Adjacent R4/.0, 2923.0ft _ c. Electric Strip _ Cap: 17.0 kBtu/hr b. N/A _ _ COP: 1.00 c. N/A - 14. Hot water systems _ 9. Wall types a. Electric Resistance Cap: 1.0 gallons a. Concrete, Int Insul, Exterior R=4.1, 2862.0 ft _ EF: 0.97 b. Concrete, Int Insul, Adjacent c. N/A R=4.1, 156.0 ft _ b. Electric Resistance _ Cap: 66.0 gallons _ EF: 0.87 d. N/A _ c. Conservation credits _ HRU -AC e. N/A _ (HR -Heat recovery, Solar _ 10. Ceiling types _ DHP- Dedicated heat pump) a. tJnder Attic R =30.0, 2732.0 ft 15. HVAC credits PT. CF. b. Single Assembly c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Interior b. 2 Others R =19.0, 517.0 ft _ _ _ Sup. R =6.0, 1.0 ft 2.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) FORM 600A -2004R • • . ••• • •• • •• ••. • ••• EnergyGauge® 4.5.2 FLORIDA ENERGY EOF LE U Y•CODE FOR BUILDING CONSTRUCTION Florida Department of Gbmnitlnity=4f firs • :: •;• Residential Whole Building PArKimar)peAletF>IQd:ii Glass /Floor Area: 0.15 Total as -built points: 48569 Total base points: 49096 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: I hereby certify that this building, as designed,.is in compliance with the Florida Energy Code. ' OWNER/AGENT: DATE: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on page 2 &4. EnergyGauge® (Version: FLRCSB v4.5.2) PASS FORM 600A -2004R . .... • • .... EnergyGauge® 4.5.2 .... • ...... . ... • ..... • SUMMER CALCULATIONS .L Residential Whole Building Performance Method A - Details ... • • • • • • • • .. .. • . • • • • • I ADDRESS: 860 ne 98 st, miami shores, fl, • ••• . .. • PERMIT #: •• • • • .. EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 BASE .. r: : 4d-i$IejLT e. GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 4340.0 30.53 23850.0 1.Single, Tint N 5.0 4.0 9.0 29.33 0.69 181.0 2.Single, Tint N 3.0 4.0 57.0 29.33 0.76 1278.0 3.Single, Tint N 8.0 6.0 45.0 29.33 0.68 896.0 4.Single, Tint N 2.0 5.0 60.0 29.33 0.88 1540.0 5.Single, Tint S 3.0 5.0 48.0 55.34 0.62 1653.0 6.Single, Tint S 0.0 0.0 43.8 55.34 1.00 2423.0 7.Single, Tint S 5.0 8.0 16.0 55.34 0.61 542.0 8.Single, Tint S 2.0 5.0 36.0 55.34 0.74 1475.0 9.Single, Tint W 3.0 4.0 31.5 58.39 0.63 1161.0 10.Single, Tint W 0.0 0.0 19.0 58.39 1.00 1109.0 11.Single, Tint E 3.0 5.0 123.5 65.40 0.68 5497.0 12.Single, Tint E 0.0 0.0 99.3 65.40 1.00 6494.0 13.Single, Tint E 2.0 2.0 18.0 65.40 0.53 627.0 14.Single, Tint N 20.0 8.0 28.0 29.33 0.62 505.0 As -Built Total: 634.1 25381.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 156.0 1.00 156.0 1. Concrete, Int Insul, Exterior 4.1 2862.0 2.32 6625.5 Exterior 2862.0 2.70 7727.4 2. Concrete, Int Insul, Adjacent 4.1 156.0 1.19 185.6 Base Total: 3018.0 7883.4 I As -Built Total: 3018.0 6811.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 , 1.Exterior Wood 38.0 9.40 357.2 Exterior 38.0 6.40 243.2 2.Adjacent Wood 20.0 3.80 76.0 Base Total: 58.0 295.2 I As -Built Total: 58.0 433.2 I CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3249.0 2.80 9097.2 1. Under Attic 30.0 2732.0 2.77 X 1.00 7567.6 2. Single Assembly 19.0 517.0 9.24 X 1.00 4777.1 Base Total: 3249.0 9097.2 As -Built Total: 3249.0 12344.7 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = • Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Adjacent 0.0 2923.0 3.40 • 9938.2 Raised 2923.0 -2.16 -6313.7 Base Total: - 6313.7 As -Built Total: 2923.0 9938.2 FORM 600A -2004R . .... • • .... EnergyGauge® 4.5.2 .... • ...... . ... • ..... • SUMMER CALCULATIONS .L Residential Whole Building Performance Method A - Details ... • • • • • • • • .. .. • . • • • • • I ADDRESS: 860 ne 98 st, miami shores, fl, • ••• . .. • PERMIT #: •• • • • .. EnergyGauge® DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 FORM 600A -2004R ;• • ••• • • ;• • ; •;• EnergyGauge® 4.5.2 • • • • • • • • • • SUMMER CALCU Al IS •�• Residential Whole Building PerfQrrnance Method A - Details . . . . .. . . . . . •. •• • •S • • 1 • • • • • • • ADDRESS: 860 ne 98 st, miami shores, fl, ,.. • .. • • - ... • . • . . PERMIT #: •• EnergyGauge TM DCA Form 600A -20048 EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 • •. ••• •. • • : ..• :: AS= 1.4JILT: BASE INFILTRATION Area X BSPM = Points , Area X SPM = Points 4340.0 18.79 81548.6 4340.0 18.79 81548.6 Summer Base Points116360.7 Summer As -Built Points: 136456.9 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 116360.7 0.3250 37817.2 (sys 1: Central Unit 24000btuh ,SEER/EFF(14.3) Ducts: Con(S),Unc(R),Int(AH),R6.0(INS) 136457 0.24 (1.00 x 1.165 x 0.85) 0.239 0.902 7003.2 (sys 2: Central Unit 45000btuh ,SEER/EFF(14.8) Ducts: Con(S),Con(R),Int(AH),R6.0(INS) 136457 0.45 (1.00 x 1.165 x 0.85) 0.231 0.902 12635.4 (sys 3: Central Unit 32000btuh ,SEER/EFF(15.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 136457 0.32 (1.07 x 1.165 x 0.85) 0.227 0.902 9480.4 136456.9 1.00 1.022 0.232 0.902 29165.6 0 FORM 600A -2004R ;• • ••• • • ;• • ; •;• EnergyGauge® 4.5.2 • • • • • • • • • • SUMMER CALCU Al IS •�• Residential Whole Building PerfQrrnance Method A - Details . . . . .. . . . . . •. •• • •S • • 1 • • • • • • • ADDRESS: 860 ne 98 st, miami shores, fl, ,.. • .. • • - ... • . • . . PERMIT #: •• EnergyGauge TM DCA Form 600A -20048 EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 • •. ••• •. BASE .•: ::: AS= BUILT: •• • • • • • ••• •• GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point; .18 4340.0 3.60 2812.0 1.Single, Tint N 5.0 4.0 9.0 6.11 0.96 52.0 2.Single, Tint N 3.0 4.0 57.0 6.11 0.97 338.0 3.Single, Tint N 8.0 6.0 45.0 6.11 0.96 264.0 4.Single, Tint N 2.0 5.0 60.0 6.11 0.98 361.0 5.Single, Tint S 3.0 5.0 48.0 4.79 1.18 272.0 6.Single, Tint S 0.0 0.0 43.8 4.79 1.00 209.0 7.Single, Tint S 5.0 8.0 16.0 4.79 1.20 91.0 8.Single, Tint S 2.0 5.0 36.0 4.79 1.08 186.0 9.Single, Tint W 3.0 4.0 31.5 5.65 1.02 181.0 10.Single, Tint W 0.0 0.0 19.0 5.65 1.00 107.0 11.Single, Tint E 3.0 5.0 123.5 5.05 1.06 661.0 12.Single, Tint E 0.0 0.0 99.3 5.05 1.00 501.0 13.Single, Tint E 2.0 2.0 18.0 5.05 1.11 101.0 14.Single, Tint N 20.0 8.0 28.0 6.11 0.95 162.0 As -Built Total: 634.1 3486.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 156.0 0.50 78.0 1. Concrete, Int Insul, Exterior 4.1 2862.0 1.03 2962.2 Exterior 2862.0 0.60 1717.2 2. Concrete, Int Insul, Adjacent 4.1 156.0 0.45 69.4 1 Base Total: 3018.0 1795.2 I As -Built Total: 3018.0 3031.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 1.Exterior Wood 38.0 2.80 106.4 Exterior 38.0 1.80 68.4 2.Adjacent Wood 20.0 1.90 38.0 I Base Total: 58.0 94.4 I As -Built Total: 58.0 144.4 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points ` Under Attic 3249.0 0.10 324.9 1. Under Attic 30.0 2732.0 0.10 X 1.00 273.2 2. Single Assembly 19.0 517.0 0.11 X 1.00 56.9 Base Total: 3249.0 324.9 As -Built Total: 3249.0 330.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Adjacent 0.0 2923.0 1.70 4969.1 Raised 2923.0 -0.28 -818.4 Base Total: -818.4 As -Built Total: 2923.0 4969.11 FORM 600A -2004R •• ••; ••• • ••• •• •; •••• EnergyGauge® 4.5.2 • • • • • WINTER CALC J L VI$fi1SE •�• Residential Whole Building Perfgrrrlance Method A - Details • • • • • •• • • • •• • • • • •••• I ADDRESS: 860 ne 98 st, miami shores, fl, 3 - - • • •• • • • ••• PERMIT #: •• • • EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 • •• ••• •• FORM 600A -2004R • • ••• ••• EnergyGauge® 4.5.2 • • •• •• • • • • • • • • • • • • • • • • • WINTER CALC • Residential Whole Building Performance Method A - Details • • • • •• • • • • • •• •• • •• • • • • • • • • • • • • • ADDRESS: 860 ne 98 st, miami shores, fl, ••• ••• • PERMIT #: •• • • • •• ••• EnergyGauge DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 •• BASE • �'- INFILTRATION Area X BWPM = Points Area X WPM = Points 4340.0 -0.06 -260.4 4340.0 -0.06 -260.4 Winter Base Points: 3947.7 Winter As -Built Points: 11700.8 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 DSM x AHU) 3947.7 0.5540 2187.0 (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Con(S),Unc(R),Int(AH),R6.0 11700.8 0.250 (1.009 x 1.137 x 0.86)1.000 0.950 2756.1 (sys 2: Electric Strip 34000 btuh ,EFF(1.0) Ducts :Con(S),Con(R),Int(AH),R6.0 11700.8 0.500 (1.000 x 1.137 x 0.86)1.000 0.950 5463.0 (sys 3: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0 11700.8 0.250 (1.099 x 1.137 x 0.86)1.000 0.950 3001.9 11700.8 1.00 1.018 1.000 0.950 11319.4 FORM 600A -2004R • • ••• ••• EnergyGauge® 4.5.2 • • •• •• • • • • • • • • • • • • • • • • • WINTER CALC • Residential Whole Building Performance Method A - Details • • • • •• • • • • • •• •• • •• • • • • • • • • • • • • • ADDRESS: 860 ne 98 st, miami shores, fl, ••• ••• • PERMIT #: •• • • • •• ••• EnergyGauge DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 •• FORM 600A -2004R • • • • EnergyGauge@ 4.5.2 • • • • • • • • • • • • • • • WATER HEATING & CODS COIVIPLIikii10E STATUS Residential Whole Building Performaice•Methad A - Details ,• • • • • .. ▪ •••• . • • • ; • ••.• ADDRESS: 860 ne 98 st, miami shores, fl, • • ••• ••• • PERMIT #: WATER HEATING Number of Bedrooms 4 BASE X Multiplier 2273.00 EnergyGaugeTM DCA Form 600A-2004R Total 1 Tank 9092.0 1.0 0.97 66.0 0.87 As -Built Total; • •• • • • •• Volume Bedrooms .. . . AS S BU1CT EF Number of X Tank X Multiplier X Credit = Total Ratio Multiplier 4 4 CODE COMPLIANCE STATUS BASE Cooling + Points Heating + Hot Water = Total Points Points Points 37817 2187 9092 49096 AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points 29166 11319 8084 48569 PASS EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 • ••• ••• • • • 0.01 2155.83 1.00 128.7 0.99 2403.63 0.84 7955.7 8084.4 COMPONENTS SECTION 606.1.ABC.1.1 REQUIREMENTS FOR EA H.P TI.Ee • _ • • • • Maximum:.3 cfm /sq.ft. w1li•dow area; .5 cfm /sq.ft. door area. Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 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 infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. — Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK V- tool II �1 to® _ Exterior Windows & Doors Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Ceilings 606.1.ABC.1.2.3 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Multi -story Houses 606.1.ABC.1.2.5 Additional Infiltration reqts 606.1.ABC.1.3 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 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 min. insulation. 14 ( ft Swimming Pools & Spas 612.1 Shower heads 612.1 1,__ V i— Air Distribution Systems 610.1 HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Insulation 604.1, 602.1 FORM 600A -2004R • •.• • • • • ••• • • • • ••• Code Compliance Cllecklist Residential Whole Building PerformgqsP Melvd A - Details • • •• • • • . • • • . •• �• _ • • I ADDRESS: 860 ne 98 st, miami shores, fl, 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECIeISt : • • • '. • • PERMIT #: 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) EnergyGauge® 4.5.2 EnergyGaugeTM DCA Form 600A -2004R EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 . • •••• • • . • •••• •. •• • • • •• •• • • • • •• . • • • aiTEL ENERGY PERFORM li∎ki (EPL) DISPLAY" .JC ' :': • •:• .. .....•••••• • •• •••. • • • • ESTIMATED ENERGY PERFORMANCE SCQjE *. =. 88.0 The higher the score, the wire iQ I • • • •• • meyer, 860 ne 98 st, miami shores, fl, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi- family Single family a. Central Unit Cap: 24.0 kBtu/hr _ 3. Number of units, if multi - family 1 - SEER: 14.25 4. Number of Bedrooms 4 _ b. Central Unit Cap: 45.0 kBtu/hr _ 5. Is this a worst case? No _ SEER: 14.75 _ 6. Conditioned floor area (ft 4340 ft _ c. Central Unit Cap: 32.0 kBtu/hr _ 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) SEER: 15.00 _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7 a(Sngle Default) 634.1 ft a. Electric Strip Cap: 17.0 kBtu/hr b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Tint) 634.1 ft _ b. Electric Strip Cap: 34.0 kBtu/hr _ 8. Floor types COP: 1.00 _ a. Raised Wood, Adjacent R4).0, 2923.0ft c. Electric Strip Cap: 17.0 kBtu/hr b. N/A _ COP: 1.00 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 1.0 gallons _ a. Concrete, Int Insul, Exterior R=4.1, 2862.0 ft _ EF: 0.97 _ b. Concrete, Int Insul, Adjacent R=4.1, 156.0 ft _ b. Electric Resistance Cap: 66.0 gallons _ c. N/A _ EF: 0.87 _ d. N/A _ c. Conservation credits HRU -AC _ e. N/A _ (HR -Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 2732.0 ft _ 15. HVAC credits PT. CF, _ b. Single Assembly R =19.0, 517.0 ft _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Con. Ret: Unc. AH: Interior Sup. R =6.0, 1.0 ft _ MZ- C- Multizone cooling, b. 2 Others 2.0 ft _ MZ- H- Multizone heating) 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: Address of New Home: City /FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar your home may gualifi for energy efficiency mortgage (EEM) 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 wwwfsec. 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 ages 2 &4. EnergyGauge® (Version: FLRCSB v4.5.2) 6 Outside db: Inside db: Design TD: • • ••• • • • • •.•• .. .. . . . • • •• • • RIGHT -J LOAD AND EQUIPMENT 3CTl�RMARx .: • • • • Y$ . • • File name: r • • • • • �•• For: meyer renovation 860 ne 98 s t • ... • . m�.ami shores • • • • • • fl •• •• • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • BY: gustavo solano pe 7410 sw 48 s t mi ami •• • L 33165 ••• •• • • • • • • • • • • ••• • • • • •• • • • •• • • • • • ••• .. Job # meyer Wthr Miami AP_ (S ) Zone act WINTER DESIGN CONDITIONS SIMMER DESIGN CONDITIONS 47 DegF 70 Deg F 23 DegF Outside db: 90 Deg F Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L ReL Hum.: 50 % Grains Water 56 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 15876 Btuh Structure 18888 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 15876 Btuh Use Mfg. Data n Rate/Swing Mult. 0.95 INFILTRATION Total Sens Equip Load 17944 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2302 Btuh Area (sq.ft.) 755 755 Tot Latent Equip Load 3222 Btuh Volume (cult.) 6040 6040 Air Cbanges/Hour 1.0 0.6 Total Equip Load 21166 Btuh Equivalent CFM 106 60 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Type Efficiency / HSPF 0.00 COP/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1010 CFM Actual Cooling Fan 1010 CFM Htg Air Flow Factor 0.052 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio MANUAL J: 7th Ed. RIGHT -J: V1 3.0.13 S/N 12221 Printout certified by ACCA to meet all requirements of Manual Form J 85 FL meyer Job# meyer Zone: ac: • ... • • Printout certified by ACCA to meet all requirements of Manual J Form naruvutw a: !In am Name ofRoom auvaa -r J v 13■ env 10 acl . ac: 1t1 :aedgms • • .. .. . • : Blaming Ft Exposed Wall 1 N 91.0 Ft : 91:0 go : : EocanDanensiomOt [ 0.0 t 755.0 x 1.0 Ft x Ft Ceings.Ft Option 8. p n 8.0 heat /cool I .. TYPE OF CST HTM • • ea EXPOSURE NO. Htg Clg } Htg 5 a 14B 728 "" omm 728 **Se b 13N 0 "" c 0 "" d O O O O 0 saes am,* Q* u 1 • 1• c • q 1p• •• • • sae' e 0 a°ea. *.*'° 0 "" f 0 "" "" 0 "" Windowsand 26.6 138 3666 "" 138 3666 "" "" "" dens Doors 27.8 0 0 "*°m 0 0 "" "" "" Testing 26.6 0 0 "" 0 0 "" "" "" 0.0 0 0 0 "" "" "" 0.0 0 0 omo 0 0 "" "" "" 0.0 0 0 0144 0 0 'm*" "" * ;and 27.0 114 'm"* 3075 114 3075 "" "" GlassDams 0.0 0 *"" 0 0 0 "" "" _ 85.0 24 d 2048 24 2048 s°iR 0.0 0 "*'m 0 0 1 0 'ammo "" 0.0 0 0 " 0 0 0 0 "" "" 0.0 0 0 "m 0 0 0 "" "" 8 Othardoors 10D 10.6 10.4 20 212 208 20 212 208 0.0 0.0 0 0 0 0 0 0 9 14B 570 1888 1256 570 1888 1256 13N 0 0 0 0 0 0 0 0 0 0 0 0 1 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 Ceilings 16G 0.8 1.2 755 573 872 755 573 872 17L N .o 0.9 1.4 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 11 Floor: 20A 7.2 5.4 755 5418 4080 755 5418 4080 20A 0 N 7.2 5.4 0 0 0 0 0 0 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 16.9 6.3 158 2677 998 158 2677 998 13 SubtotBinhLoss 6+8.. +11 +12 "s' 14433 "* 14433 0 m* °**' '°°°° 14 DuctBtuhLoss 10*/c 1 '° 10% 1443 0 " 0 % "" 15 Total Btuh Loss =13+14 "" 151 0 ° 15876 ** "" "" "" "" 16 IntGains: People 300 4 °" 200 4 ! N 11111 1200 "" "" App1. @ 1200 0 "* 0 0 0 "" "" 17 Subtot RSH Gain=7+8..+12+16 *°m" ossm 13737 "" 13737 "" "" "" "" 18 Duct Btuh Gain 10% "" 1374 10% 1374 14 osss 04 a 19 Tota1RSHG 1.25 "" 18888 1.25 18888 "" "" 20 CFM Air Requiced "" 832 904 "" 904 "" "" meyer Job# meyer Zone: ac: • ... • • Printout certified by ACCA to meet all requirements of Manual J Form • • ..• • • • ... .. • .. •• • RIGHT -J LOAD AND EQUIPMENT' .. . R . • . • • • • • • • • • • • • . . • • • File name: a Y1 r. :• :•• • ... For: meyer renovation 860 ne 98 st miami shores By: Outside db: 47 Deg F Inside db: 70 Deg F Design TD: 23 Deg F gustavo solano pe 7410 sw 48 st miami •• •ft 3316b ••• •. • • • • • .. • • • ••• • • • • •• • • • • • • • • • • ••• •• Job # meyer Wthr Miami AP (S) FL Zone ac2 WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 34 002 Btuh Structure 36600 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 34002 Btuh Use Mfg. Data n Rate/Swing Mult. 0.95 INFILTRATION Total Sens Equip Load 34770 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 1840 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 3759 Btuh Area (sq.ft.) 2168 2168 Tot Latent Equip Load 5599 Btuh Volume(cult.) 17344 17344 Air Changes/Hour 0.6 0.3 Total Equip Load 40370 Btuh Equivalent CFM 173 99 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Type • • fi • ••• • • • • • • •. • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • Efficiency / HSPF 0.00 COP/EER/SEER Heating Input 0 Btuh Sensible Cooling Heating Output 0 Btuh Latent Cooling Heating Temp Rise 0 Deg F Total Cooling Actual Heating Fan 1957 CFM Actual Cooling Fan Htg Air Flow Factor 0.052 CFM/Btuh Clg Air Flow Factor Space Thermostat Load Sens Heat Ratio MANUAL J: 7th Ed. RIGHT-J: V1 Outside db: 90 Deg F Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L Rel. Him : 50 % Grains Water 56 gr Printout certified by ACCA to meet all requirements of Manual Form J 0.00 0 Btuh 0 Btuh 0 Btuh 1957 CFM 0.048 CFM/Btuh 87 3.0.13 SIN 12221 N M .,.,U.LA:.., e..ua NameofRoom Rtmnnig Ft RoomDbnenskns,Ft c..LL Wall ACLU= i -J: s. u. is iIN ac2 161.0 Ft 0.0 t 1ZZZ1 •_ " • • lst :fl c :mmo: • : 161 -: Fki • i 2168 x 1.0 Ft : ••• • •• •• • • • • • • i i i • t x Ft Ft x Ft :eiings,Ft ConditOptice 8 p n 8 t /cool • • • ••• • • • •• • • TYPE OF 1. U i ■ $till • •• • • • • • • 1 Btuh EXPOSURE lg lag CYR o• c . • 5 a 14B 1288 wmm 1288 *** m b 13N 176 omm 176. •*** * ee** • c 0 *** * 1 A 0 0 O • 0 1 • • 1 •• • • .1.t • 1 e 0 **** 0 • u rea * e f 0 '**** 0 '**** *** *ae* 6 Wmdowsand a 1C 26.6 93 2457 *'"* 93 2457 "*'* *•* GlmsDoam b 9C 27.8 53 1486 * ** 53 1486 •*** *** Heating c 1C 26.6 92 2447 **** 92 2447 '*m'* *** d 0.0 0 0 **** 0 0 om OD*. 1 e 0.0 0 0 *•** 0 0 '**** f 0.0 0 0 '**** 0 0 *"°** * sand 27.0 106 's*** 2869 106 *°*a 2869 *** GbIMEWIC 0.0 0 * •0 0 *°a*°* 0 *** Coolitm 85.0 91 **** 7698 91 e.mm 7698 *** 0.0 0 •••* 0 0 *•*'* 0 * 1 44.0 41 '*'** 1813 41 **** 1813 *es* 0.0 0 's*°e'* 0 0 om* 0 es** 8 Oduudoms a 10D 10.6 10.4 20 212 208 20 212 208 b 0.0 0.0 0 0 0 0 0 0 9 a 14B 1030 3411 2269 1030 3411 2269 b 13N 176 127 190 176 127 190 c 0 0 0 0 0 0 O 1 d 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 f 0 0 0 0 0 0 10 Ceilings a 16G 0.8 1.2 1110 842 1282 1110 842 1282 b 17L 0.9 1.4 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 I1 Floors a 20A 7.2 5.4 0 0 0 0 0 0 b 20A 7.2 5.4 2168 15558 11716 2168 15558 11716 c 0.0 0.0 0 0 0 0 0 0 12 1nfiltnation a 16.9 6.3 258 4371 1629 258 4371 1629 13 SubtotBtuhLoss=6+8.. +11 +12 **** 30911 **** **** 30911 **°** **** * **** **** 14 DuctBtuhLoss 10% 3091 **** 10% 3091 *° % * 94 •s** 15 TotalBtuhLoss =13+14 *** 34002 **** **** 34002 **** **** * * **•* 16 hit Gains: People@ 300 8 **** 2400 8 **** 2400 **a 11111 AppL @ 1200 1 ****' 1200 1 *ee• 1200 * * *° 17 SubtotRSHGain =7 +8_. +12+16 **** 33273 **"** * 33273 * *m. *.m.* 18 DudBtuhcain 10% *"** 3327 10% '• ** 3327 % oim % 19 Tota1RSHGain(17 +18)*PLF 1.00 ***• 36600 1.00 **** 36600 **** 20 CFM Air Required 1783 1751 *°*** 1783 1751 *'p•*' **** meyer Job# meyer Zone: ac2 Printout certified by ACCA to meet all requirements of Manual J Form. Outside db: Inside db: Design TD: • • •.• • • • •.• •• .• • • • .. .. • RIGHT -J LOAD AND EQUIPMENT 6T?I+AlkY •. • • • : • . • • • • • File name: meyea ... • • • • .. • Fon meyer renovation 860 ne 98 st • • •.• miami shores • • . . €1 .. • • • •'• • • • • . • •• • • • • • • • • • . ... • • • • • • • • • • • ... ... • • • • By: gustavo solano pe 7410 sw 48 st miami ." 1: 3315.:" • •• • • • • • .. • • • • • ' 47 Deg F 70 Deg F 23 Deg F Make Make Model Model Type Type Job # meyer Wthr Miami AP (S ) Zone ac3 WINTER DESIGN CONDITIONS SUMMER DESIGN CONDTTIONS HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZINC Bldg. Heat Loss 18306 Btuh Structure 23004 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 18306 Btuh Use Mfg. Data n Rate/Swing Mult. 0.95 INFILTRATION Total Sens Equip Load 21854 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZINC Construction Quality Average Fireplaces 0 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 3759 Btuh Area(sq.ft.) 1384 1384 Tot Latent Equip Load 4679 Btuh Volume (cult.) 15224 15224 Air Changes/Hour 0.7 0.4 Total Equip Load 26533 Btuh Equivalent CFM 173 99 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Efficiency / HSPF 0.00 COP/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1101 CFM Actual Cooling Fan 1101 CFM Htg Air Flow Factor 0.052 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio Outside db: 90 Deg F Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L Rel. Hum.: 50 % Grains Water 56 gr MANUAL J: 7th Ed RIGHT -J: V1 3.0.13 S/N 12221 Printout certified by ACCA to meet all requirements of Manual Form J 83 FL meyer Job# meyer Zone: ac3 • ••• • • Printout certified by ACCA to meet all requirements of Manual J Form Name ofRoom ,. � . Via 1. RlG13T -J. J • V 1 3 JIN ac3 140.7 Ft 1LLL 1 • • :ac_ 3: • : • 7 :Ft : * : • • • A • • • • • • • • • • : : • • • it. Ft oom Dimension 0.0 t 13 .0 Ft Ft x Ft eih�gs, Ft Option 11. p n 11. /cool • • •• • • • •• • • • • r t 11•1 b• : y�• • • • • • • Binh 1� Htg r• ci• NV • • Htg CIE 5 a 14B 1548 Sass ssss s b 13N 0 • • • 4 aaaa • C 0 • • sss• seas A d O O O O 0 1 0 ■•• 1• pp 1 • * 1•• 1•• i • •• • e erase 1 e f 0 0 011.1.* s• 0 0 as se ease �mdows 26.6 174 4622 asp 174 4622 ss u Glass Doc 27.8 0 0 sass 0 0 e0 " 40 *mo eati g 26.6 84 2231 84 2231 •••• 0.0 • 0 0 0 0 sees -"-- 1 0.0 0 0 0 0 0.0 0 0 ' 0 0 end 27.0 145 00 sa 3911 145 00 w 3911 s°°°* a s 0.0 0 ' 0 0 aw a 0 s�xss CoolMg 85.0 83 *.m.• 7069 83 ' 7069 e 0.0 0 °*" 0 sees 0 seas 1 44.0 30 10 " 1320 30 ' 1320 awes 0 * 0 8 0 a l0D 10.6 10.4 b 0.0 '0.0 O a O 0 lI 757 0 9 a 14B 1290 4271 2841 1290 4271 2841 b 13N 0 0 0 0 0 0 c 0 0 0 0 0 0 1 d 0 0 0 0 0 0 0 0 0 0 e 0 0 0 0 0 0 f 0 0 0 0 0 0 10 Ceilings �s - ' 0.8 867 " 1001 867 658 1001 b 17L 0.9 1.4 517 488 742 17 488 742 0 0 0 11 Floors a 20A 7.2 5.4 b 20A 7.2 5.4 0 0 0 0 0 0 c 0.0 0.0 12 Infltiation a 16.9 6.3 258 4371 1629 2 71 1629 13 SubtotBtuhLoss =6+8.. +11 +12 16642 s 16642 - 14 DadBtahLoss 10% 1664 "" 10%J 1664 o 15 TotalBtuhLass =13+14 s**s 18306 see° 00" 18306 saw sera 16 Int. Gains: Peopled 300 4 ' 1200 4 1200 e 11111 App- @ 1200 1 0 "* 1200 1 sw=rs 1200 17 SubtotRSHGam=7+8.. +12+16 eeea ss 20913 ee ss 20913 sass 18 DUOtBwhGein 10% **** 2091 10° aria 2091 % vm* o 19 TotaIRSHGain=(17+18)•PLF 1.00 23004 1.00 23004 20 CFM Air Req� ed ss aw 960 1101 ews 960 1101 °e "4" s meyer Job# meyer Zone: ac3 • ••• • • Printout certified by ACCA to meet all requirements of Manual J Form Project Name: meyer residence Address: 860 ne 98 st City, State: miiami shores, fl Owner: meyer Climate Zone: South Builder • • • • Pgrmitting pace;. miami shores '. :.: PPr(nit ilrpber:'. : :: JLridretiori:Number: 232600 ' ' • • • "' •• 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Single family a. Central Unit Cap: 24.0 kBtu/hr 3. Number of units, if multi - family 1 _ SEER: 14.25 _ 4. Number of Bedrooms 4 _ b. Central Unit Cap: 45.0 kBtu/hr 5. Is this a worst case? No _ SEER: 14.75 _ 6. Conditioned floor area (ft 4340 ft _ c. Central Unit Cap: 32.0 kBtu/hr 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) a. U- factor: Description Area 13. Heating systems _ SEER: 15.00 _ (or Single or Double DEFAULT) 7 a(Sngle Default) 634.1 ft b. SHGC: _ a. Electric Strip Cap: 17.0 kBtu/hr _ COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Tint) 634.1 ft _ b. Electric Strip Cap: 34.0 kBtu/hr 8. Floor types _ COP: 1.00 _ a. Raised Wood, Adjacent R:).0, 2923.0ft _ c. Electric Strip Cap: 17.0 kBtu/hr b. N/A _ _ COP: 1.00 c. N/A - 14. Hot water systems _ 9. Wall types a. Electric Resistance Cap: 1.0 gallons a. Concrete, Int Insul, Exterior R=4.I, 2862.0 IV _ EF: 0.97 _ b. Concrete, Int Insul, Adjacent R=4.1, 156.0 ft ` b. Electric Resistance Cap: 66.0 gallons c. N/A _ EF: 0.87 _ d. N/A _ c. Conservation credits HRU -AC _ e. N/A - (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a. Under Attic R =30.0, 2732.0 ft 15. HVAC credits PT, CF, _ b. Single Assembly R =19.0, 517.0 ft c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Interior Sup. R=6.0, 1.0 ft b. 2 Others 2.0 ft _ _ _ _ (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) FORM 600 -2004 EnergyGauge® 4.5.2 FLORIDA ENERGY EFFICEENU : CODE FOR BUILDING CONSYllUCT'ION Florida Department of Community ?Mirs Residential Whole Building eerfo'rmangee Nlethad :A Glass /Floor Area: 0.15 Total as -built points: 48569 Total base points: 49096 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: CREEP DATE: °O. Plot I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: BUILDING OFFICI DATE: 3 et 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. t 34 6 6 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages & EnergyGauge® (Version: FLRCSB v4.5.2) PASS BASE 1 •• ••• • •AS- BUI•T GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 4340.0 30.53 23850.0 1.Single, Tint 2.Single, Tint 3.Single, Tint 4.Single, Tint 5.Single, Tint 6.Single, Tint 7:Single, Tint 8.Single, Tint N 5.0 4.0 9.0 29.33 0.69 N 3.0 4.0 57.0 29.33 0.76 N 8.0 6.0 45.0 29.33 0.68 N 2.0 5.0 60.0 29.33 0.88 S 3.0 5.0 48.0 55.34 0.62 S 0.0 0.0 43.8 55.34 1.00 S 5.0 8.0 16.0 55.34 0.61 S 2.0 5.0 36.0 55.34 0.74 181.0 1278.0 896.0 1540.0 1653.0 2423.0 542.0 1475.0 9.Single, Tint W 3.0 4.0 31.5 58.39 0.63 1161.0 10.Single, Tint W 0.0 0.0 19.0 58.39 1.00 1109.0 11.Single, Tint E 3.0 5.0 123.5 65.40 0.68 5497.0 12.Single, Tint E 0.0 0.0 99.3 65.40 1.00 6494.0 13.Single, Tint E 2.0 2.0 18.0 65.40 0.53 627.0 14.Single, Tint N 20.0 8.0 28.0 29.33 0.62 505.0 As -Built Total: 634.1 25381.0 1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 156.0 1.00 156.0 1. Concrete, Int Insul, Exterior 4.1 2862.0 2.32 6625.5 Exterior 2862.0 2.70 7727.4 2. Concrete, Int Insul, Adjacent 4.1 156.0 1.19 185.6 Base Total: 3018.0 7883.4 As -Built Total: 3018.0 6811.2 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.0 2.60 52.0 1.Exterior Wood 38.0 9.40 357.2 Exterior 38.0 6.40 243.2 2.Adjacent Wood 20.0 3.80 76.0 Base Total: 58.0 295.2 As -Built Total: 58.0 433.2 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 3249.0 2.80 9097.2 1. Under Attic 30.0 2732.0 2.77 X 1.00 7567.6 2. Single Assembly 19.0 517.0 9.24 X 1.00 4777.1 Base Total: 3249.0 9097.2 As -Built Total: 3249.0 12344.7 J FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Adjacent 0.0 2923.0 3.40 9938.2 Raised 2923.0 -2.16 - 6313.7 Base Total: - 6313.7 As -Built Total: 2923.0 9938.2 FORM 600A -2004R • SUMMER CALcUu N3S' EnergyGauge® 4.5.2 Residential Whole Building Performance Method A m Details •••• •. • • • • • •. • • • • •. • . . • I ADDRESS: 860 ne 98 st, miami shores, fl, •°�•® - ••• • •.. • • • • .•• • #: EnergyGauge® EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 BASE ate •7 • • •••'••' • • •••••AS•- BUILT' • INFILTRATION Area X BSPM = Points ...sue Area X SPM = Points 4340.0 18.79 81548.6 4340.0 18.79 81548.6 Summer Base Points116360.7 Summer As -Built Points: 136456.9 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 116360.7 0.3250 37817.2 (sys 1: Central Unit 24000btuh ,SEER/EFF(14.3) Ducts: Con(S),Unc(R),Int(AH),R6.0(INS) 136457 0.24 (1.00 x 1.165 x 0.85) 0.239 0.902 7003.2 (sys 2: Central Unit45000btuh ,SEER/EFF(14.8) Ducts: Con(S),Con(R),Int(AH),R6.0(INS) 136457 0.45 (1.00 x 1.165 x 0.85) 0.231 0.902 12635.4 (sys 3: Central Unit 32000btuh ,SEER/EFF(15.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 136457 0.32 (1.07 x 1.165 x 0.85) 0.227 0.902 9480.4 136456.9 1.00 1.022 0.232 0.902 29165.6 FOR1V1600A -2004R • • ••• • • • ••• •• •• • • • • •• •• • EnergyGauge® 4.5.2 SUMMER CALC;OLAItiNS• . Residential Whole Building Performance Method A - Details • • • ••• • • • • • • •• • • • • • • • • • • •• • • • • I ADDRESS: 860 ne 98 st, miami shores, fl, A - • • - • - '' • 0 0 • • • '•1 R!IIIT #: EnergyGaugeTM DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 BASE I '• :'AS- Bi11L�' •. ....... . • GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point. .18 4340.0 3.60 2812.0 1.Single, Tint 2.Single, Tint 3.Single, Tint 4.Single, Tint 5.Single, Tint 6.Single, Tint 7.Single, Tint 8.Single, Tint N 5.0 4.0 9.0 6.11 0.96 N 3.0 4.0 57.0 6.11 0.97 N 8.0 6.0 45.0 6.11 0.96 N 2.0 5.0 60.0 6.11 0.98 S 3.0 5.0 48.0 4.79 1.18 S 0.0 0.0 43.8 4.79 1.00 S 5.0 8.0 16.0 4.79 1.20 S 2.0 5.0 36.0 4.79 1.08 52.0 338.0 264.0 361.0 272.0 209.0 91.0 186.0 9.Single, Tint W 3.0 4.0 31.5 5.65 1.02 181.0 10.Single, Tint W 0.0 0.0 19.0 5.65 1.00 107.0 11.Single, Tint E 3.0 5.0 123.5 5.05 1.06 661.0 12.Single, Tint E 0.0 0.0 99.3 5.05 1.00 501.0 13.Single, Tint E 2.0 2.0 18.0 5.05 1.11 101.0 14.Single, Tint N 20.0 8.0 28.0 6.11 0.95 162.0 I As -Built Total: 634.1 3486.0 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 156.0 0.50 78.0 1. Concrete, Int Insul, Exterior 4.1 2862.0 1.03 2962.2 Exterior 2862.0 0.60 1717.2 2. Concrete, Int Insul, Adjacent 4.1 156.0 0.45 69.4 Base Total: 3018.0 1795.2 As -Built Total: 3018.0 3031.6 I DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.0 1.30 26.0 1.Exterior Wood 38.0 2.80 , 106.4 Exterior 38.0 1.80 68.4 2.Adjacent Wood 20.0 1.90 38.0 Base Total: 58.0 94.4 As -Built Total: 58.0 144.4 1 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 3249.0 0.10 324.9 1. Under Attic 30.0 2732.0 0.10 X 1.00 273.2 2. Single Assembly 19.0 517.0 0.11 X 1.00 56.9 Base Total: 3249.0 324.9 As -Built Total: 3249.0 330.1 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 0.0(p) 0.0 0.0 1. Raised Wood, Adjacent 0.0 2923.0 1.70 4969.1 Raised 2923.0 -0.28 -818.4 Base Total: -818.4 As -Built Total: 2923.0 4969.1 FORM 600A -2004R • • ••. • • • .pergyGauge® 4.5.2 •• •• • •••.•- • WINTER CALCULATIQNS: : • . Residential Whole Building Performance Method A - Details • •• • • • • • • •• • • •• - ADDRESS: 860 ne 98 st, miami shores, fl, • • • •• - • • • '•• PERMIT# ' EnergyGauge® DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 • FORM 600A -2004R , . „. . . EnergyGauge® 4.5.2 .. .. . . . .. . WINTER CALCULM!IT .N$ , . , Residential Whole Building Performance Method A - Details I ADDRESS: 860 ne 98 st, miami shores, fl, •• • .. .:. •. 'PERi1pIT #; • EnergyGaugerm DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 • • • ••• • • • ••• • • • • •• • • • • • • • •• • • • • • BASE • •.:11$- BEllit• ' INFILTRATION Area X BWPM = Points Area X WPM = Points 4340.0 -0.06 -260.4 4340.0 -0.06 -260.4 Winter Base Points: 3947.7 Winter As -Built Points: 11700.8 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Heating Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 3947.7 0.5540 2187.0 (sys 1: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Con(S),Unc(R),Int(AH),R6.0 11700.8 0.250 (1.009 x 1.137 x 0.86)1.000 0.950 2756.1 (sys 2: Electric Strip 34000 btuh ,EFF(1.0) Ducts :Con(S),Con(R),Int(AH),R6.0 11700.8 0.500 (1.000 x 1.137 x 0.86)1.000 0.950 5463.0 (sys 3: Electric Strip 17000 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Int(AH),R6.0 11700.8 0.250 (1.099 x 1.137 x 0.86)1.000 0.950 3001.9 11700.8 1.00 1.018 1.000 0.950 11319.4 • FORM 600A -2004R , . „. . . EnergyGauge® 4.5.2 .. .. . . . .. . WINTER CALCULM!IT .N$ , . , Residential Whole Building Performance Method A - Details I ADDRESS: 860 ne 98 st, miami shores, fl, •• • .. .:. •. 'PERi1pIT #; • EnergyGaugerm DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 • • • ••• • • • ••• • • • • •• • • • • • • • •• • • • • • • FORM 600A -2004R • • ••• • • • EpergyGauge® 4.5.2 •• •• • • • • •• •• • WATER HEATING & CODE COINIPL IANCE.STATUS Residential Whole Building Performance Method A - Details • • • • • • • • 1 • • • • • • • • •• • • • • • . ADDRESS: 860 ne 98 st, miami shores, fl, • •• • :• • • . PERMIT • #! • •• • • • • • • • • •• BASE WATER HEATING Number of X Multiplier = Total Bedrooms A 4 2273.00 9092.0 • i°44-1 • • • • • • Tank EF Number of X Tank X Multiplier X Credit = Total Volume Bedrooms Ratio Multiplier 1.0 0.97 66.0 0.87 As -Built Total: 4 4 0.01 2155.83 1.00 128.7 0.99 2403.63 0.84 7955.7 8084.4 BASE Cooling + Heating + Hot Water = Total Points Points Points Points CODE COMPLIANCE STATUS Cooling + Heating + Hot Water = Total Points Points Points Points 37817 2187 9092 49096 29166 11319 8084 48569 EnergyGauge DCA Form 600A -2004R PASS EnergyGauge®/FIaRES'2004R FLRCSB v4.5.2 COMPONENTS SECTION REQUIREMENTS FOR EACH PRA C. • • • • Maximum:.3 cfm /sq.ft. window area • • • Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. 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 infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. -� Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Air barrier on perimeter of floor cavity between floors. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. CHECK &„„/ Exterior Windows & Doors 606.1.ABC.1.1 Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Ceilings 606.1.ABC.1.2.3 Recessed Lighting Fixtures 606.1.ABC.1.2.4 Multi -story Houses 606.1.ABC.1.2.5 Additional Infiltration reqts 606.1.ABC.1.3 COMPONENTS SECTION REQUIREMENTS CHECK 0 O e eV / Water Heaters _ 612.1 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built -in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. 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 min. insulation. Swimming Pools & Spas Shower heads 612.1 Air Distribution Systems 610.1 HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Insulation 604.1, 602.1 ' FORM 600A -2004R Code Compliance dhinikiIM Residential Whole Building Performance Method A - Details I ADDRESS: 860 ne 98 st, miami shores, fl, • • • •• • - • • • • •:• '• 13ER11Afr #:' 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • • ••• • • •• •• • • • • •• • •••• •• • •• • • •• • • • • • • •• • EnergyGauge DCA Form 600A -2004R EnergyGauge® /FIaRES'2004R FLRCSB v4.5.2 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) grj ergyGauge® 4.5.2 ENERGY PERFORMANCIE Wl�iY�`+ L(�+ PL) I. 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 (ft ESTIMATED ENERGY PERFORMANCE SCORE* = 88.0 New Single family 4 No 4340 ft 7. Glass type' and area: (Label regd. by 13- 104.4.5 if not default) a. U- factor: Description Area (or Single or Double DEFAULT) 7 a(Sngle Default) 634.1 ft b. SHGC: (or Clear or Tint DEFAULT) 7b. (Tint) 634.1 ft _ 8. Floor types a. Raised Wood, Adjacent R4.0, 2923.0ft b. N/A c. N/A 9. Wall types a. Concrete, Int lnsul, Exterior R=4.1, 2862.0 ft _ b. Concrete, Int Insul, Adjacent R=4.1, 156.0 ft _ c. N/A d. N/A c. N/A 10. Ceiling types a. Under Attic R =30.0, 2732.0 ft _ b. Single Assembly R =19.0, 517.0 ft c. N/A 11. Ducts a. Sup: Con. Ret: Unc. AH: Interior Sup. R =6.0, 1.0 ft _ b. 2 Others 2.0 ft DISPLAY CAT) • , , .... .. . •• •.•••.••• •• • • • • •••• • • • The higher the score, the more effici eatthe home. •• • • • • • ••• •• meyer, 860 ne 98 st, miami shores, fl, 12. Cooling systems a. Central Unit b. Central Unit c. Central Unit 13. Heating systems a. Electric Strip b. Electric Strip c. Electric Strip 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: 1.0 gallons EF: 0.97 Cap: 66.0 gallons _ EF: 0.87 c. Conservation credits HRU -AC _ (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits PT, CF, (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Address of New Home: City /FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLA /RES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStar "designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou 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 pages 2 &4. EnergyGauge® (Version: FLRCS v4.5.2) Cap: 24.0 kBtu/hr SEER: 14.25 _ Cap: 45.0 kBtu/hr _ SEER: 14.75 Cap: 32.0 kBtu/hr _ SEER: 15.00 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 34.0 kBtu/hr _ COP: 1.00 Cap: 17.0 kBtu/hr - COP: 1.00 Outside db: Inside db: Design TD: • • ... • • • • • RIGHT -J LOAD AND EQUIPMEi T 4 e : • • • • • File name: • meyer • • • • • • For: meyer renovation 860 ne 98 st miami shores 47 Deg F 70 Deg F 23 Deg F Job # meyer Wtbr Miami AP (S ) Zone acl • • • • • ... • • • • • • fie • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • • By: gustavo solano pe 7410 sw 48 st miami :.:ft : • • • .. • • • • • ... .. WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS FL Outside db: 90 Deg F Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L Rel. Hum.: 50 % Grains Water 56 gr HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZING Bldg. Heat Loss 15876 Btuh Structure 18888 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 15876 Btuh Use Mfg. Data n Rate/Swing Mult. 0.95 INFILTRATION Total Sens Equip Load 17944 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZING Construction Quality Average Fireplaces 0 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 2302 Btuh Area (sq.ft.) 755 755 Tot Latent Equip Load 3222 Btuh Volume (cult.) 6040 6040 Air Changes/Hour 1.0 0.6 Total Equip Load 21166 Btuh Equivalent CFM 106 60 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Type Efficiency / HSPF 0.00 COP/EER/SEER 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1010 CFM Actual Cooling Fan 1010 CFM Htg Air Flow Factor 0.052 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh Space Thermostat Load Sens Heat Ratio MANUAL J: 7th Ed. 85 RIGHT -J: V1 3.0.13 WN 12221 Printout certified by ACCA to meet all requirements of Manual Form J meyer Job# meyer • • •.4°ni • acl• ••• Printout certified by ACCA to meet all requirements of Manual J Form 141,0..I &Ur. 1111.111.1. AA 111 J: 3 U 13 ■ S/N 1LL"Lt• • • • • • • • Name of Room acl e c l 1 € _ 1 bed • • Run Ft R !1 ning 91.0 Ft 1 tr(! ft • • • Ft Ft Room Dimcns 0.0 t 755.0 x 1.0 Ft x Ft x Ft Ceilr s, Ft ConditOption 8.0 p n at /cool • • • - TYPE OF CST HTM Btuh • •Ai • • • • • • Btuh lAPOSURE NO. Htg CM } � as • U !B . 3 • H 1 8 MS CIS 5 a 14B 728 'w** *o** 728 * se* *Q* **** b 13N 0 •. a• • O • • •• • • • •• c 0 " **** a WM, 4 OMOO • e** • • • • • d 0 ON* sro*• 000 • *00 • 0 'm* **►* 0 * *W* **** *** f 0 **** **** 0 ' 6 Whidowsand a 1C 26.6 138 3666 138 3666 **** *N* **** GlmeDomm b 9C 27.8 0 0 0 0 **A* *SA* **a* Hedirm c 1C 26.6 0 0 0 0 **** *s** **** d 0.0 0 0 1 0 0 **** *a* *se* e 0.0 0 0 0 0 **** e** **** f 0.0 0 0 0 0 **** O*** **e* wsand 27.0 114 * 3075 114 3075 GlamDoom 0.0 0 * 0 0 0 *ON CmAkg 85.0 24 *' 2048 24 2048 0.0 0 **** 0 0 1 O 0 **** 1 0.0 0 *m* 0 0 0 eosee 0.0 0 ►e*s 0 0 0 *a** 8 Otherdoors a 10D 10.6 10.4 20 212 208 20 212 208 b 0.0 0.0 0 0 0 0 0 0 9 Nd a 14B N 11 O O O O N H O O O O 570 1888 1256 570 1888 1256 Rwomxi b 13N 0 0 0 0 0 0 Walls and 0 0 0 0 0 0 0 Partitions d O 0 0 0 0 0 0 0 e 0 0 0 0 0 0 f 0 0 0 0 0 0 10 Ceilings a 16G 0.8 1.2 755 573 872 755 573 872 b 17L 0.9 1.4 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 11 Flows a 20A 7.2 5.4 755 5418 4080 755 5418 4080 b 20A 7.2 5.4 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 16.9 6.3 158 2677 998 158 2677 998 13 SubtotBUhLoss=6+82 14433 °*** *"** 14433 **** **"* **®* ** a* 14 DuctBtuhLos 10% 1443 **** 10% 1443 '*** % *moo % *b** 15 Total Btuh Loss = 13+14 **** 15876 *"** 's** 15876 *s** *e** • **** 16 lntGains: People@ 300 4 ' 1200 4 1200 *s** **** AppL ® 1200 0 **** 0 0 **** 0 *s** **** 17 SubtotRSHGain=7 +8,. +12+16 **** '*'** 13737 **** *e** 13737 *°** WWW4 ***O 18 DuctBtuhGanr 10" /c 1374 10% *®** 1374 % . 14 auNO 19 Total RSHGain=(17 +18)*PLF 1.25 **** 18888 1.25 *"** 18888 i°*** *N 20 CFM Air Required *a*p 832 904 0000 832 904 *°** **** meyer Job# meyer • • •.4°ni • acl• ••• Printout certified by ACCA to meet all requirements of Manual J Form • RIGHT -J LOAD AND EQUIP File name: For: meyer renovation 860 ne 98 st miami shores By: gustavo solano pe 7410 sw 48 s •• • • • •• ••• •• miami • • :•: : : • . • • • •• • • • • • ••• •• • Job # meyer Wthr Miami AP_ (S) Zone ac2 WINTER DESIGN CONDITIONS SUMMER DESIGN CONDITIONS Outside db: 47 Deg F Inside db: 70 Dug F Design TD: 23 Deg F HEATING SUMMARY SENSIBLE COOLING EQUIP LOAD SIZIAK Bldg. Heat Loss 34 002 Btuh Structure 36600 Btuh Ventilation Air 0 CFM Ventilation 0 Btuh Vent Air Loss 0 Btuh Design Temp. Swing 3.0 Deg F Design Heat Load 34002 Btuh Use Mfg. Data n Rate/Swing Mult. 0.95 INFILTRATION Total Sens Equip Load 34770 Btuh Method Simplified LATENT COOLING EQUIP LOAD SIZINC Construction Quality Average Fireplaces 0 Internal Gains 1840 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 3759 Btuh Area (sq.ft.) 2168 2168 Tot I Arent Equip Load 5599 Btuh Volume (cult.) 17344 17344 Air Changes/Hour 0.6 0.3 Total Equip Load 40370 Btuh Equivalent CFM 173 99 HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make Make Model Model Type Type • • ••• • • • ••• •••• • • • •• •• • p • • "ii i • • • • meyer. • • • • ••• • • • ••• • • • • ft • • • • • •• • • • • • • • • • • • • ••• ••• • Space Thermostat Load Sens Heat Ratio • • • • • • • • • • • • • • • • • • • Outside db: 90 Deg F Inside db: 75 Deg F Design TD: 15 Deg F Daily Range L Rel. Hum.: 50 % Grains Water 56 gr Efficiency / HSPF 0.00 COP/EER/ShbR 0.00 Heating Input 0 Btuh Sensible Cooling 0 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 0 Btuh Actual Heating Fan 1957 CFM Actual Cooling Fan 1957 CFM Htg Air Flow Factor 0.052 CFM/Btuh Clg Air Flow Factor 0.048 CFM/Btuh MANUAL J: 7th Ed. RIGHT -J: V1 3.0.13 S/N 12221 Printout certified by ACCA to meet all requirements of Manual Form J 87 FL . . • _ • Name of Room ac2 1st: f1 iommdn • • • : • • ■ Ru niag Ft Fag 161.0 Ft b 1t• • • • • • • • • Ft Ft Room Dimensis 0.0 t 2 1.0 Ft Ft x Ft. Ceiings,Ft .Option 8 p n 8 `t /cool • • . a • • • • • -. TYPE OF CST • . • • • Btuh NO. Hi • • � Clg 5 a 148 .288 1288 **WC b 136 176 170 Sxicet6t C 0 d 0 0 **** e 0 0 *** *NO f 0 0 *" 6 Wmdaa a 1C 26.6 93 2457 ** 93 2457 •••• *"•• GlassD b 9C 27.8 53 1486 *•001. 53 1486 **"* ***" Heating c 1C 26.6 92 2447 ** +t 92 2447 **** .6"# d "* 0 0 0 **or, e*. e 0 0 *"*" 0 0 *owe. 0 0 **"* 0 0 •••• :7.0 106 2869 106 **** 2869 ** 0.0 0 0 0 **** 0 ** 5.0 91 7698 91 *°"** 7698 ** 0.0 0 0 0 **** 0 **"* �'* 44.0 41 1813 41 ** 1813 am** *' 0.0 0 0 0 **" 0 8 a 10D 10.6 10.4 20 212 208 20 212 208 b 0.0 0.0 0 0 0 0 0 0 9 a 14B 1030 3411 2269 1030 3411 2269 b 13N 176 127 190 176 127 190 c 0 0 0 0 0 0 d 0 0 0 0 0 0 e 0 0 0 0 0 0 f 0 0 0 0 0 0 10 Ceilings a 16G 0.8 1.2 1110 842 1282 1110 842 1282 b 17L 0.9 1.4 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 Flom 11 Flo a 20A 7.2 5.4 0 0 0 0 0 0 b 20A 7.2 5.4 2168 15558 11716 2168 15558 11716 c 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 16.9 6.3 258 4371 1629 258 4371 1629 13 SubtotBtohLoas=6+ a' 8.. +11 +12 **** 30911 ** *+** 30911 ***d' **** "* *B* **** 14 DuctBtuhLass 10% 3091 *** " 10% 3091 ***" % �* % **CO *" 15 TotalBtuhLoss =13+14 ** 34002 " **�' 34002 *m* *"m **** * 16 Int. Gains: People@ 300 8 **** 2400 8 ** 2400 *"* *"* AppL @ 1200 1 * 1200 1 ***" 1200 **e 17 SubtotRSHGain=7 +8.. +]2+16 *V'* .1.080 33273 *s** 33273 * 18 DuctBtohGain 10% **** 3327 10 °A ...e 3327 0 4 ** % 19 TotajRGai SHn=(17+18)*PLF 1.00 '" *" 36600 1.00 *" 36600 *ea* 20 CFM Air Required •-••• " *" 1783 1751 " 1783 1751 *°"*" *"** .. calla. +• n nuu.au• t tuliri1•,1: 3 3 V 13 S/N 1LZZl . b 1 O O O 0 ■ 1 1 1� • • • • • 1 1 1 1 1 0 0 0 0 tlitl meyer Job# meyer • • Z • ac2 • ••• • .. •• • Printout certified by ACCA to meet all requirements of Manual J Form Outside db: Inside db: Design TD: Bldg. Heat Loss Ventilation Air Vent Air Loss Design Heat Load Method Construction Quality Fireplaces Area (sq.ft.) Volume (cult.) Air Changes/Hour Equivalent CFM Make Model Type WINTER DESIGN CONDITIONS HEATING EQUIPMENT SUMMARY Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flow Factor Space Thermostat RIGHT -J LOAD AND File name: For: meyer renovation 860 ne 98 st miami shores B gustavo solano pe 7410 sw 48 of i mi. HEATING SUMMARY INFILTRATION MANUAL 3: 7th Ed. 47 Deg F 70 Deg F 23 DegF 18306 Btuh 0 CFM 0 Btuh 18306 Btuh Simplified Average 0 HEATING COOLING 1384 1384 15224 15224 0.7 0.4 173 99 0.00 0 Btuh 0 Btuh 0 DegF 1101 CFM 0.052 CFM/Btuh • • . • •• •. • • • • • • • • • EQ UIPMEIIE SUW AR1 •: ' meyer • • • • • • .• •. • • • • • • • • • • • • ... • . • . .f .• • • d. • • .. • • • • • • • • • • • • • • • • • • • • • . •.. • • • •. • • • •• ••• •• • . : t :311:5. :. .. • • • . . . . . • • • • .• • • • • • ••• •. Job # meyer Wthr Miami AP_ (S ) Zone ac3 Outside db: Inside db: Design ID: Daily Range Rel. Hum. : Grains Water SUMMER DESIGN CONDITIONS SENSIBLE COOLING EQUIP LOAD SIZING Structure Ventilation Design Temp. Swing Use Mfg. Data Rate/Swing Mult. Total Sens Equip Load Internal Gains Ventilation Infiltration Tot Latent Equip Load Total Equip Load Make Model Type ••• • • • • ... 90 75 15 L 50 56 23004 Btuh 0 Btuh 3.0 DegF n 0.95 21854 Btuh LATENT COOLING EQUIP LOAD SIZING 920 Btuh 0 Btuh 3759 Btuh 4679 Btuh 26533 Btuh COOLING EQUIPMENT SUMMARY COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan Clg Air Flow Factor Load Sens Heat Ratio 83 RIGHT -J: V1 3.0.13 S/N 12221 Printout certified by ACCA to meet all requirements of Manual Form J FL Deg F Deg F Deg F gr 0.00 0 Btuh 0 Btuh 0 Btuh 1101 CFM 0.048 CFM/Btuh VI ••+flaa+• in... NameofRoom Run Ft. Exposed RoomDimensicras,Ft lUlrnl-P s U 1J JIN ac3 140.7 Ft. D.0 t 1ZZZ1 • • • • • oar. - .• • • .7 Ft • • • 1384 x 1.0 Ft. 0 • *• • • • • • • • • Ft. x Ft Ft. x Ft. Coi1m .Ft ___ it Option 11_0 •+ n 11• 4. / .0 • ••• • • • • • • a . • • TYPECff CST [ • • • Btuh ] NO. Ig Htg • Htg Clg } Htg Cg 5 a 14B 1548 • b 13N 0 c 0 sot& _ a••e 1 d O O O O 0 1 &m& 0 • • I • • • 1 e 1 e 0 """ 0 """" f 0 """ 0 ""* 6 Wradowsand a 1C 26.6 174 4622 * 174 4622 ' Masi:rams b 9C 27.8 0 0 " 0 0 """" " Heatirm c 1C 26-6 84 2231 """ 84 2 211 """* """" d 0.0 0 0 ssse 0 0 1 4.3.8.8, "+"" e 0.0 0 0 os 0 0 &mo """" f 0.0 0 0 '" """" seed 27.0 145 3911 145 3911 rams 0.0 0 0 0 0 Coshes 85.0 83 7069 83 .069 1 0 1 0 1 1 44.0 30 1320 30 1320 ._ _ 0 0 0 8 Otherdocas a 10D 10.6 10.4 b 0.0 0.0 0 0 0 0 9 a 14B 1290 4271 2841 1290 4271 2841 b 13N 0 0 0 0 0 0 c 0 0 0 0 0 0 8 1 d O O O O 0 0 0 0 0 0 e 0 0 0 0 0 0 f 0 0 0 0 0 0 10 Ceilmp a 16G 0.8 1.2 867 658 1001 867 658 1001 b 17L 0.9 1.4 517 488 742 517 488 742 0 0 0 11 Floors a 20A 7.2 5.4 O O O b 20A 7.2 5.4 0 0 0 0 0 c 0.0 0.0 12 Infilttatimr a 16.9 6.3 258 4371 1629 258 4371 1629 13 SubtotBtuhLoss 6+8..+11 +12 "a" 16642 " """°* 16642 0 " 0 ""s"' ..•. 14 DuctBtuhLoss 10% 1664 "'*"" 10% 1664 "sb % ' % """" 15 TotalBtuhLoss =13+14 '* * 18306 " "s"" 18306 'me* "'"" .... V """ 16 IntGains: People@ 300 4 "o"" 1200 4 """" 1200 """" """`t App- (4 1200 1 «"" 1200 1 " 1200 """" ""*" 17 SubtotRSHGain=7 +8.. +12+16 4 ' 8 " ""•" 20913 '"*'** """a' 20913 """" "s ' ®°* " e """' 18 DuctBtuhGain 10% "°". 2091 10% **"" 2091 % """" % """" 19 Tom1 RSH Gain=(17 +18)"PLF 1.00 0 23004 1.00 23004 """" 20 CFM Air Requited e""" 960 1101 """" 960 1101 "#°" osss meyer Job# meyer •• •• • ••i ? Printout certified by ACCA to meet all requirements of Man>ml J Form • ••• •• • • •• : • • . ••• •.• • ••i •• • • • • • • • • • IVI1a •SIidres•Village • Bjj1ding Department 10ID50 !E..2 ,verluo!Iv arsi :05-79/-22t4 Fa1c'%0a -76 $972 • • ••• • • • • • • • NOTICE TO MIAIO SilfiRelNir4A0 IZTJ LDING DEPAR OF EMPLO &SPECTOR UNDER TIEErFT,ORIDA EUIEHIN ` CODE 1(We) have been retained by (name of owner /agent) M, 11114 to perform Special Inspector services under the Florida Building Code at the nroj P $ , Miami Shores; as of I am a registered Architect or Pmfessional Engineer licensed in the State of Flori 'PERMIT NUMBER: d8 J (i -ii ')P erim Inspector for Reinforced. Unit 1VIasonry, FBC 2122.4 Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Iuspector•for Steel Connections, FBC 2218.2 Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE: Please mark boxes that apply The following individils (s) employed by this firm or me are authorized to perform inspections. 1. rii:.ouugco GuiS1.1 VL It 2. GkM4 N To1p �aefI , T. 3. oVOI.Xb • 2.+ - • 4. 1, (we) understand that a Special Inspector insptx Lion log for each building must be displayed in a convenient loc ation an the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections; as requirad by the Florida Building Code, • must be performed by Miami Shores. The building inspections must be called for all mandatary inspections. Inspactionsperformed by the Special Inspector hired by the Owner are iauddi 1 nt to the mandatory inapedto by the Building Department. Further, upon completion of the work under each Building Permit; I will submit to the Miami Shares Building Department at the time before the final inspection the completed inspection log foam and a sealed statement indicating that, to the best of my knowledge; belief and professional judgment those portions of the•project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved pians. Eugtneer /Architect Name 1' 1114 ti ce 141 AI and Sealed r' Address Date: 3.13• lb Phone No. • tO5' Florida Ltcense No: e,,u suo da,fe f flc ardJ.Q' ®(2S . , 400$1 Tel.: (305) 567 -0125 March 14, 2008 Miami Shores Village Building & Zoning Department 10050 N.E. 2" Avenue Miami Shores, Florida 33138 Reference: Dear Mr. Grande: FRANCISCbIUELL JR03 INC. ;Con�ul�in� englnber 147 Alhambra tittle • • • • Suite 220 • •9otal•Gables, FL33134 • • • • • • • • . •� • • • • • • • • • • • • • • • . • ••• • • • •• • • • • •• • • Attention: Mr. Claudio Grande, C.B.O. • • • • • • • • Meyer Residence Addition and Improvements 860 N.E. 98 Street Miami Shores, Florida ITY cIPY f?co 8-272 This letter is in response to comment No. 5 of the Building Critique Sheet dated February 29, 2008. We do not feel that the proposed scope of work needs to comply with Section 707.5.1 from the Existing Building FBC 2004 but with Section 707.5.2. The extent of the structural alterations on the existing portion of the house are as follows: 1. The removal of an interior wood stud partition in the living room and kitchen. 2. Adding reinforcing at jambs of 4 windows and 2 doors to meet the current code. 3. Removal of an interior non - bearing wall in the Maid's Room. Fax: (305) 567 -0129 We do not feel that this structural work involves more than 30% of the total sum of floor and roof areas of the original building. Since we are not altering the lateral wind capacity of the existing building, we are confident this building complies with the Toads applicable at the time the building was constructed. We designed the alterations for gravity and uplift Toads in compliance to the current code. Sections 903.3.1 and 903.3.2 deals with additions which increase the lateral carrying capacity of the existing building. This is not the case here. The addition is self- supporting. The addition consists of a two -story CBS structure with perimeter masonry walls acting as shearwalls. The second floor is a concrete slab diaphragm and the roof is an unblocked plywood diaphragm. f 1 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • •• • •• ••• • ••• ••• Should you have any•gdesth3ns o, co=nr ent r orreerning the contents of the letter, • please do not hesitate to call. "' •• 111 ■ I F u w= llo, Jr., P.E. Pr -siden FC /Imc /Meyer Residence Comments • •• • • • •• ••• •• • ••• • • • • •• • • • • • • • . • • •• • • • • • ••• •• GA p /Fa.S PE iJ T r, P %9 a 4744 v4'L L 1r e A 7 4'i&D) f/i v fjE�.1 f j e vvi�/.ti�D fjN® ��p�o `�v d y �c r9se. Te.✓EZ .44vALe2 Aa c-,9/ Ya C3 • • oe) •••• • • • •••• • • • • •• • • • •• •••• • • • • ••• • t 1 it 1 , ores BniJd.ing Department I j 1 . J ' 51 pe4 MIIII ► 4 uct r • . .royal Schedule + tiaaofWindow / Comparison ProdgetAaae.e ce 7a or Chart ICENBMS esi: n ' urc Address:860,/1,E O•eaiagDaiga 7r � ,ci Permit No. RuczghOpening Siae mit:MAW s''' (p '.-e' Shurrer Required . 5! CS t NO Mullion Required '4 es / No i Impacc L Yes ! No Enure ,L .'`._ G� � • O �i��'�f 1 PSF ) PST /O - . 40 () ° -) PST r�59, � 'rod- ?3 �' tj //�� _..J.4-- i, MIIIIIIM Ilff M A 0 1/- 0-,4 y l t'1l' --4 p , / f7/0 -, /0 - ,`.3 (oe''i .21-,9"." -/ ,� . • • •• • � • • • illnill at , IIK /� ipID D14 e // off' - //D `/e ° 5 , P/ M . AI % �: d••• •• •• • bb.= • ^D! /dd/ o f 0 '//D 6.0,-.3 6.0,-.3 -6.c. : "xe ��, 'd• • •••ii• • • •. •• • ._•______ MUM magi MIN 4-Lr4 iN J'9 IMIIIIIIIIIIIIIIMININIMININININIIIIIIIIII e - r- D/- /47 4 —/ Sri f .04'3 - -65- • • • *16744 / t , 3 V % y D i .. • ®Dra) • gr ay ,,,,stir IIMIIII E e- j 6, . / 4 ' / //p r/ 6 1 o -/ v / 6D.. ! A - 4 x , c ea J / D 0 1=1 .r MEI INNIIIIIIMNOMMW - ') -. '11 -//(7 i r . 'iX 3'0` / a ' Sri` I /O'io MIN 111111111112520=22:011111111111111111111111110111111111111111111111101111111111111111111111111 o rrm . p 111111111111111111101111111111111111111111 . 1111111111111111111111111111111111 1: -,00 ' p 1111111111111111111111111 1111111111111111111 - 11 GA p /Fa.S PE iJ T r, P %9 a 4744 v4'L L 1r e A 7 4'i&D) f/i v fjE�.1 f j e vvi�/.ti�D fjN® ��p�o `�v d y �c r9se. Te.✓EZ .44vALe2 Aa c-,9/ Ya C3 • • oe) •••• • • • •••• • • • • •• • • • •• •••• • • • • ••• • Miami Shores Building Department { Product Ap "roval Schedule / Comparison Chart Address: / '�, D ./1' -6- _ ..0 Permit No. Opetting DeseriptionofWindow Product Acceptance Product Approval I Opening Dcgo Rough0peniuf Snorter Required Mullion Required Itnpact ID or Door or Mullion Number Dcsi. n PI Pressure Size Ycs i No 'Yes / No Yes / Na ( +) I'SF ( -} ?SF (4-) PSI' -) PSF ) 4. tle. 'Aext. d Ur r i, /,et® 1--e j _ ,, / - /o6' - /,-e 746,$ - ,o !-.e : ' , / -e);, .....e,� 1 { ('-'9 /'r74 . I MS IIIIIII Mini <<,�v m 4 , ex, iel A r.aOv✓ ( 3'- . , ;i‘ p 1 e-I-4 / ,i6sr2g e -0 //i .. O 1 - /o. 7-60,1-s 65 • • • •• • • . 74--//0 -i!o ,Os - 3, - 3. ,�r3 0 " �;, •• iz !- „ �. • • • . gie/e r , -e /0. a �e„, ,•• MO ,.0 „x / ,,e,,, 3 ei.4 4,4sT -a4 •••• • -,-.• • • • WaINIM ear AraMMO/il�. , ..,a,.✓ 3 , ',, -0' A -a // /0 0 * e -01 O �'. / ©, 3 °i �r0 f 5/ X yx L , , o e • • i • • 0,1 �cxx • • • • ■ 4.4 /0%/6.rrg--4 • • 1010111111U4l, 7 77o .- - , 0 o /,) NW AM Uilr Aro/iv ' . - e / /O. /0 ; /n.aa riNallig0e, e LA Ade'-(0 60 r.y - 3-a 1111111111111111111 � 3' -3 se,. X, x. . ¢ // — //o . 60:1”. /'-I // r OWJ'`� '/' MIN a 4lff/4/6./ /- � -0/ , io - 64- ! /o r/ .91'/ x = e' "9 /Art - 4) � / /jA -//` a 71 44 ^ - _ /„. 0' Q _ 6 r/IL /.few , ... G' /ca se V' ex N.0 14/ -/os; ' �� ,. (j g - 3 "J •••• •' • • • • ••• • • ••• • •• •••• • •• • .5\.I.axni S hores Builds D rtmei.t _ 1 _-..I - Product Approval Schedule / Comparison Chart Address: Jb p..,vb. 'i' -- f . Permit No. Opening Description of 'Window Product Acceptance 1 Product Approval Opening Design RuughOpeniuy Shutter Required Y es r Diu w Mullion Required - N' c$ / No L Impact Yes I No Jl) MIMI ME - or Door or Wit:Ilion Number Dcsi; n I'r same l'r6.aen _ ( -9 ?Sx ( -) PSF Sli +fir - rl (;.) PsF ( -) :'SF P®r. 4.. .•,ra i f' i Co -s 3 ,, /r I 1 '�'' /� , a /�� ,.[. -K y � / s+'.J.___._ ritt .4) . all (4,0/t7h,0,1" M IIMilr ENININCIMISINInal=momm 11111111111111111111111111.1.111/11111111111111110.111111 1 e - .. o AM /S' °: >, 03 //, ' ®, s"5 3 f %r' /If • 04. r0 - 0 . .' -rte. r • . • .• • e • • • • � r . • .:'/ = 1 /6 P --obx jlEgj ...____•,__ • • • • • 5'7" :tan!! .,.� -- • ..•••i • • • . • OM • • • --....,--a•-.......---. .... • •• • • / 0, 2 c c G c r c • • • •••• • •••• p • ••• • • • ••• • • • • •••• • MIAMIDADE. COUNTY •• •• ••• • • ' • • • • • • • • • ••• • • • • • ••• • • • • •• • • •• • • • • • • • • • ••• • • •: •• • • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFIC,(BCGO) • ; . • • • • • PRODUCT CONTROL DIVISION •• • • NOTICE OF ACCEPTANCE (1■191)) • ; ; ; • •. • • La Finestra 2790 NW 104 Court • ••• •• 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 69 Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 16669 FX, titled "Series 69 Fixed Window", sheets 1 through 5 of 5, dated 12/4/06 with revision #2 dated 4/11/07, prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "1VIiami -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 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • •• • • • ••• MIAMI -DADE COUNTY, FLORIDA • .. METRO -DADE FLAGLER BUILDING : 110 WEST FLAGLER STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com NOA No. 07- 0201.06 Expiration Date: May 17, 2012 Approval Date: May 17, 2007 Page 1 La Finestra • • • • ••• • • • • • ••• • •• , • ••• • • • •• • • • • • • • • • ••• • • • • • • • .• NOTICE OF ACeIPTAINC1: • •.EVIDENCE SUBMITTED • • • • • • ••• • • • • • ••• • • • • • • • • ••• • • • • • • A. DRAWINGS • • • • 1. Manufacturer's die dra s pcfianl • • • • • 2. Drawing No 16669 FX,Shpejs t t2irDUghj5 of 5, titled "Series 69 Fixed Window ", dated 12/4/06 with revision #2 dated 471 i1Q7 ,' prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E. B. TESTS 1. 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 a Series 69 aluminum fixed window, glazed laminated SGP glass consisting of 2 lites of 1/4" HS glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4905, dated 9/18/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water 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 a Series 69 aluminum fixed window, glazed laminated SGP glass consisting of 2 lites of 1/4" HS glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4997, dated 10/02/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 a Series 69 aluminum fixed window, glazed laminated Solutia Keepsafe glass consisting of 2 lites of 3/16" ann. glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5104, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Bromley -Cook Engineering, Inc., dated 1/25/07 and revised on 4/16/07, signed and sealed by William D. Cook, P.E. Complies with ASTM E1300 -02 E -1 Manuel Product Contro Examin NOA No. + -020 i 6 Expiration Date: May 17, 2012 Approval Date: May 17, 2007 La Finestra • • ••. • • • • •• • • • • • • • •• � •. • • • • • •• • • • NOTICE OF ACe1 PT.t CF. . • JVIpENCE SUBMITTED ... . : • • : : •.• •.. . • . . • D. QUALITY ASSURANCE •.. • 1. Miami Dade Building 60ddi ozpt riae price/ (BCCO). • .' • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 1205.10 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Plus" dated 02/15/07, expiring on 01/14/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/4/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of conformance, dated January 20, 2007, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated January 20, 2007, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report no. FTL -4905, issued by Fenestration Testing Laboratory, Inc., dated November 1, 2006, signed and sealed by Edmundo Largaespada, P.E. 4. Laboratory compliance letter for Test Report no. FTL -5104, issued by Fenestration Testing Laboratory, Inc., dated December 5, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. None. E -2 Man Product Control NOA No. .06 Expiration Date: May 17,2012 Approval Date: May 17, 2007 INDICATES TYP. JAMB ANCHOR C.L LOCATIONS. to Q 2 6" MAX. INDICATES TYP. HEAD /SILL ANCHOR C.L LOCATIONS. TYPICAL ELEVATION "FIXED" � FI F.c : T € A, LC • MAX MF ft • • SEE CHART • :. ON PG. 4 • •• • • • .. • • • • • • y • • .•• • • • • • • • • • • • • • • • • • • • • • ••• •• • • •• •• • • SEE CHART ON PG. 4 FOR ALLOWABLE ANCHOR SPACING O.H. 0 C L X LIJ .0 NOTES: 1. THIS WINDOW SYSTEM HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE WIND ZONE AS PER THE 2004 FLORIDA BUILDING CODE (FBC 2004) 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK. OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTANDWIND LOADS FOR EACH APPUCATION 4. BUCK FASTENERS MAY NOT EXCEED 16" 0.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE BOUNTY PROTOCOLS TAS -201, 202 & 203. 6. MULTIPLE UNITS (STACKED SIDE BY SIDE OR TOP TO BOTTOM) SHALL REQUIRE SEPERATE MULLION WITH SEPERATE PRODUCT APPROVAL. 7. 33% WIND LOAD INCREASE NOT USED FOR ANCHORS INTO CONC. OR STEEL v • SERIES: 69 FIXED WINDOW LARGE & SMALL MISSILE IMPACT RESISTANT v SEPERATE MULLIONS WITH SEPERATE PRODUCT APPROVAL (W) (W) (W) MULTIPLE UNITS "STACKED HORIZONTALLY" (L) MULTIPLE UNITS "STACKED VERTICALLY" MAX. DESIGN PRESSURES SEE CHART ON PAGE -4 FOR ALLOWABLE PRESSURES. WATER INFILTRATION TEST = 18 P.S.F. Approved as aeeaplylq the n Cob Bate Prodat 1 1 zz 1 M fi 2 1 I- CU I J g 2 ± N D ATE: 12 -4 -06 DRAWING NO: 16669 FX SHEET NO 1 OF 5 GLASS SCHEDULE 9/16 "(.534 ") LAMINATED 1/4" HEAT STRENGTHENED — .090" SENTRY GLASS PLUS INTERLAYER- 1/4" HEAT STRENGTHENED IGL -1! 7/16 "(.462 ") LAMINATED 3/16" ANNEALED — .090" SOLUTIA KEEPSAFE MAX. INTERLAYER- 3/16" ANNEALED IGL •21 INDICATES TYP. JAMB ANCHOR C.L LOCATIONS. to Q 2 6" MAX. INDICATES TYP. HEAD /SILL ANCHOR C.L LOCATIONS. TYPICAL ELEVATION "FIXED" � FI F.c : T € A, LC • MAX MF ft • • SEE CHART • :. ON PG. 4 • •• • • • .. • • • • • • y • • .•• • • • • • • • • • • • • • • • • • • • • • ••• •• • • •• •• • • SEE CHART ON PG. 4 FOR ALLOWABLE ANCHOR SPACING O.H. 0 C L X LIJ .0 NOTES: 1. THIS WINDOW SYSTEM HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE WIND ZONE AS PER THE 2004 FLORIDA BUILDING CODE (FBC 2004) 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK. OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTANDWIND LOADS FOR EACH APPUCATION 4. BUCK FASTENERS MAY NOT EXCEED 16" 0.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE BOUNTY PROTOCOLS TAS -201, 202 & 203. 6. MULTIPLE UNITS (STACKED SIDE BY SIDE OR TOP TO BOTTOM) SHALL REQUIRE SEPERATE MULLION WITH SEPERATE PRODUCT APPROVAL. 7. 33% WIND LOAD INCREASE NOT USED FOR ANCHORS INTO CONC. OR STEEL v • SERIES: 69 FIXED WINDOW LARGE & SMALL MISSILE IMPACT RESISTANT v SEPERATE MULLIONS WITH SEPERATE PRODUCT APPROVAL (W) (W) (W) MULTIPLE UNITS "STACKED HORIZONTALLY" (L) MULTIPLE UNITS "STACKED VERTICALLY" MAX. DESIGN PRESSURES SEE CHART ON PAGE -4 FOR ALLOWABLE PRESSURES. WATER INFILTRATION TEST = 18 P.S.F. Approved as aeeaplylq the n Cob Bate Prodat 1 1 zz 1 M fi 2 1 I- CU I J g 2 ± N D ATE: 12 -4 -06 DRAWING NO: 16669 FX SHEET NO 1 OF 5 3000 P.S.I. CONC. SUBSTRATE. . .i EXTERIOR _.; STUCCO FINISH. ! !� t CONTINUOUS SEALANT AT FLANGE TYP. HEAD DETAIL TYP. INSTALLATION INTO WOOD SILL DETAIL "EXTERIOR" TYP. INSTALLATION INTO WOOD CONTINUOUS SEALANT AT FLANGE TYP. EXTERIOR STUCCO FINISH. my °• 3000 P.S.I. CONC. SUBSTRATE. • • • • • • • • • • • • • • ••• •• • • • •••• • • ••• • • _,.• • •• • •• • • • • • • • • • • o • • • • • • 11,44144* �'`' 1- c. • ••• • • • •• • • • •• • • • • • • • • •• • 14 • P.T. WOOD BUCK . • 2 X 4 MIN. S.Y.P. ' MUST BE ENGINEERED SEPERATELY • • gi gl P.T. WOOD BUCK 2, X 4 MIN. S.Y.P. MUST BE ENGINEERED n SEPERATELY FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. 3000 P.S.I. CONC. SUBSTRATE. P.T. WOOD BUCK 2,X4MIN SYP. MUST BE ENGINEERED' • • SEPERATELY ERATELY Q 4 FRAME ANCHORS . AS INDICATED ON ELEVATIONS & SCHEDULE. • CONTINUOUS SEALANT AT 'aANGE TYP. EXTERIOR STUCCO FINISH. "EXTERIOR" FRAME WD. Mk WED !NM WOW 1 1/2" 3" 1/4" IMX• SCI 3 27/32" r 11 11 I1 11 FRAME -WD_ JAMB DETAIL TYP. INSTALLATION INTO WOOD MUWON AS REVD NOTE: SEE SEPERATE N.O.A. FOR MUWON SIZE & ANCHORAGE TO STRUCTURE CONTINUOUS `- SEALANT AS PER MUWON N.O.A. VERTICAL MULLION 4, "EXTERIOR" 3" NOTE: SEE SHEET 5 FOR FULL SIZE GLAZING DETAIL "01" FRAME WD. "EXTERIOR" t3 8 I g g DATE: 12 -4 -06 DRAMS NOt 16669 FX SHEET N0: 2 OF 5 3000 P.S.I. CONC SUBSTRATE. EXTERIOR ° STUCCO FINISH. SECONDARY FINISH BEAD OF SELANT BY OTHERS TYP. HEAD DETAIL TYP. INSTALLATION INTO CONC. SILL DETAIL CONTINUOUS SEALANT AT FLANGE TYP. 1- W "EXTERIOR" TYP. INSTALLATION INTO CONC. SECONDARY FINISH BEAD OF SELANT BY OTHERS TYP. CONTINUOUS SEALANT AT FLANGE TYP. � P.T. WOOD BUCK' 1 k 4 MIN. S.Y.P. EXTERIOR __ ;;: %':: MUST BE' ENGINEERED STUCCO FINISH. 3000 P.S.I. CONC. SUBSTRATE. • SEPERATELY4 1 1 1 ) ; r• • • •• •• • • • • • • • ••• ••a • • • • • 4141 • •41•• • • •• • • 41 41 • • • 4100 • • • • •• •• • • • • • • •• • • • • •• • •• eQ i • • • P. .W0OD'B : =MICR • • f j Ts 1 X 4 MIN. S.Y.P. MUST BE ENGINEERED • 9 • •EP�AI:E4.Y • • • •• • a FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. FRAME ANCHORS AS INDICATED ON ELEVATIONS & SCHEDULE. Q • NE . ' a 3000 P.S.I: CONC. _ SUBSTRATE: • MCI. BAB INTO CONC. • 1 1/2" P.T. WOOD BUCK 1 X 4 MIN. S.Y P MUST BE ENGINEERED SEPERATELY rKAME AN,HOR. AS INDIC,A4�EDD ON ELEVATIONS & SCHEDULE. CONTINUOUS SEALANT & BACKER ROD EXTERIOR STUCCO FINISH 1/4' MAX. S111 3" NOTE: SEE SHEET 5 FOR FULL SIZE GLAZING DETAIL "Gt" FRAME WD. JAMB DETAIL TYP. INSTALLATION INTO CONC. "EXTERIOR" Approved as w®plyi.E wttb tSr Florida Dare /t'tiv a !it/ NOAl Pi$6.:ro or, M ord Product 1 8 z el g 1 � ag gi a DATE: 12 -4-06 DRAWING Nth 16669 FX SHEET N0: 3 OF5 • •�" MAX. WINDOW SIZE CHART : „• • • • ALLOWABLE DESIGN LOADS'(f'.S'F.) FOR IMPACT WINDOWS ANCHOR TYPES MODULAR WINDOW GLASS TYPt: '_ S •1 'PE•' . MIN. EDGE DISTANCE SIZE GL -1 •_: : GL -V : : WIDTH (W) HEIGHT (L) EXT( +) EXT( -) +) • • E'XT( =) » » B »C» 24 30 . 36 4,9 120 120 .. .7 8; _ SEE CHART ABOVE SEE CHART ABOVE 1 1/2" •_ " •.. f . 12"- 's' . • e 10" 42 • 44 48 12" 10" 10" ►.._. ► 12" •.• 48 30 12" 10" 10" 1►O 36 52 12" 10 10" 10" �,,.�0■ �"�►� 42 54 56 12" ----0 12" 10" 10" 10" 10 48 60 12" 12" 10" 10" 10" 10" 10" 54 30 36 42 60 48 54 30 36 42 66 48 54 30 36 42 72 48 54 30 36 42 78 48 54 30 36 42 84 48 50 - # 30 75 85 36 75 85 42 96 75 85 48 .411P S 61 1/4 -+�'" 24 75 85 30 75 85 36 121 3/4 75 -- -85 42 �� . 49 5/8 120 120 � 1 • •�" ANCHOR TYPE SCHEDULE MAX. ALLOWABLE ANCHOR SPACING FOR TYPE "C" SCREWS INTO WOOD (1 1/2" MIN. EMBED) •. NDO WD. . win+ (W) ANCHOR TYPES SUBSTRATE /EMBED MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING MIN. EDGE DISTANCE HEAD - SILL JAMBS 100 » 1 4" DIA. X REQ'D LENGTH / TAPCON OR EQUAL CONCRETE (3000 PSI MIN.) CBS (GROUT FILLED) 1 1 2" CONC. EMBED MIN. 6" FROM ENDS BALANCE 0 12 C/C MAX. 6 FROM ENDS BALANCE ® 12" C/C MAX. 2 1/2" » » B »C» #14 X REQ'D. LENGTH P.H.S.M.S. OR SELF — DRWNG // " P.H.S.M.S. OR TAPCONS P.H.S.M 1 METAL STRUCTURES STEEL OR ALUMINUM (1/8 MIN. THICKNESS) 6° FROM ENDS BALANCE 0 12" C/C MAX. 6" FROM ENDS BALANCE 0 12 C/C MAX. 3/8° WOOD BUCK MIN. 1 1 INTO WOOD MIN.) SEE CHART ABOVE SEE CHART ABOVE 1 1/2" • •�" ANCHOR SPACING CHART - PERIMETER ANCHORS MAX. ALLOWABLE ANCHOR SPACING FOR TYPE "C" SCREWS INTO WOOD (1 1/2" MIN. EMBED) •. NDO WD. . win+ (W) MAX. WIND PRESSURE ALLOWABLE P.S.F. 70 75 80 85 90 95 100 110 120 36 12" 12" •. 40 12"- 's' 12" 10" 10" • 44 12" 10" 10" ►.._. ► 12" •.• 48 1 2 " 12" 10" 10" 1►O — 52 12" 10 10" 10" �,,.�0■ �"�►� 12" 56 12" ----0 12" 10" 10" 10" 10 60 12" 12" 10" 10" 10" 10" 10" • •• ,, 0 '• • • • • ••• NOTE. MAX. ALLOWABLE DESIGN LOAD FOR ANCHOR TYPES " A " & " 8 " SHALL BE 120 P.S.F. - 12" O.C. MAX. SPACING 2 TESTED ASSEMBLY W /GL -1 DLO TESTED ASSEMBLY W /GL -1 DLO TESTED ASSEMBLY W /GL -2 DLO (W) i = 61 1 /4" X 96" FRAME 0 +/ -120 PSF) = 54" x 90 1/4" = 49 5/8" X 121 3/4" FRAME 0 +/ - 120 PSF) = 42 1/4" x 114 1/4" = 36" X 121 3/4" FRAME 0 +75/ -85 PSF) = 28 1/2" x 114 1/4" AT KEY CONTACT SURFACES USE SINGLE COMPONENT GLUE ART. 149 AL 430. SEAL CORNER JOINT WITH PECORA 895 DURING FRAME ASSEMBLY SASH/FRAME TYPICAL FRAME CORNER JOINT Approved as comppyiag with the Merida Nate - •may Maid 0 1 1 m SHEET N0: 4 OF 5 ci t � pp J Vf~ �tS < 1 1 7 3 E z — r ce a N DAIS: 12 -4 -06 DRAWING N0: 16669 FX MATERIAL LIST KEY PART NUMBER DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS ICJ 16669 FRAME HEAD /SILL/JAMB "W/ FLANGE" EN AW -6060 — T5 PROFILA11 SpA 1 A 16669A FRAME HEAD /SILL/JAMB "W /0 FLANGE" EN AW -6060 — T5 PROFILAII SpA Q 4196 SNAP IN EXTRUDED GLAZING BEAD EN AW -6060 — T5 PROF1LAII SpA Q 5004 FRAME CORNER KEY CAST ALUM. MONIICEW 0 110 -3578 .325" MEfAWC PIN(2 EA. CORNER) CAST ALUMINUM 0 895 STRUCTURAL SILICONE SILICONE PECORA N/A 9/16" LAMINATED GLASS (GL -1 OR GL -2) -, GLASS OLDCASTLE 0 N/A #10 X 2" F.H.M.S. (SELF DRIWNG) CAD. PLATED STEEL STD. SCREWS FOR GLAZING BEAD LJ N/A #14 X 3 1/4" F.H.S.M.S. OR 1/4" DIA. TAPCONS CAD. PLATED STEEL FRAME ANCHOR SCREWS 0 126 -2178 CONTINUOUS EPDM WEDGE GASKET EPDM INTERIOR WEDGE GASKET . .: •: • 16669 — FRAME O • • 4196 — GLAZING BEAD 0 co N d • • . • • ••. • • • •• •• • •.• • • S • • • • • • oleo : , . • •• • • • • • • • •• . ••• • • • • • :.. •. • • ••• •• . •••• • • • •.. .• • 5004 — CORNER KEY 03 SEALANTS - GLAZING BEAD AT FRAME SILL SEALED TO GLASS WITH PECORA 895 FRAME CORNERS SEALED WITH PECORA 895 © "EXTERIOR" 9/16" LAMINATED GLASS GL -1 AS DESCRIBED IN SCHEDULE BLACK SILICONE BLACK SILICONE ( PECORA 895) \ I 0 (PECORA 895) ICI I�iffi "EXTERIOR" GL -1 TYPICAL GLAZING DETAIL "FULL SIZE" o x 2" P.H.M.S. SELF DRIWNG 0 4" FROM ENDS & 16" O.C. MAX. SPACING. 4196 16669 GL -2 TYPICAL GLAZING DETAIL "FULL SIZE" 9/16" LAMINATED GLASS GL -2 AS DESCRIBED IN SCHEDULE CONTINUOUS EPDM WEDGE GASKET 4196 16669 1 z 1 1 t1 5 4 1 0 � ter 41 I z ri V F s the APPieved a maPlYkag NO iilZe;f'!I iffs DATE: mod ,: - . oe . 12 -4 -06 % / / 16669�FX r , AIM MEET NO 5 OF 5 • •• . • • • • 1 BUILDING CODE COMPLIANCE OFFICE (BCCO)• . • • • . . PRODUCT CONTROL DIVISION "' • 2790 N.W. 104 Court • • ••• • • 0 ••• • .• •. • • • •• • • • • . • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • NOTICE OF ACCEPTANCE (NOAH " ; • ; , • .. La Finestra, L.C. • . • • • • • • • ••. .• • • • • • • • • . • MIAMI-DADE COUNTY, FLORIDA . ; MTRO -DADE FLAGLER BUILDING 144 Vi:E$T TLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 • FAX (305) 375 -2908 • • • • • www.buldinEcodeonline.com ••• • • 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 "EKU -53" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. FIN- B16/06R2, titled "Series EKU -53 Aluminum Casement Window (Hi — Load) ", sheets 1 through 6 of 6, dated 12/19/07 , prepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA: Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 05 -0725.03 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 Manuel Perez, P.E. NOA No. 08- 0110.10 Expiration Date: February 27, 2013 Approval Date: February 28, 2008 Page 1 La Finestra, L.C. • • ... • • ; • • • • • • • .• .; •• • • • • • • . • • .. • . • • • • • • • • • • ... • • • NOTICE OF ACCEPTAaICE••: I j YIDENCESUI1MITTED • • •. • • • • • • . •. • • ••• •••. • • • ... •• ••• • • . • A. DRAWINGS 1. Manufacturer's die drawings and Stciicrn .• • • • • 2. Drawing No. FIN- B16/06R2, tide t` 1 U -3 Ahgninum Casement Window (HI- LOAD) ", sheets 1 through 6 "of 6, tlated f2i1S1/4).7,•pfepared by Bromley -Cook Engineering, Inc., signed and sealed by William D. Cook, 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 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an Aluminum Out - Swinging Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4531, dated June 1, 2005, witnessed by Edmundo Largaespada, P.E. (Submitted under NOA # 05- 0725.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water 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 an out swing wood door, prepared by Hurricane Test Laboratory, Inc., Test Report No. FTL -3881, dated August 23, 2004, witnessed by Edmundo Largaespada, P.E. (Submitted under NOA # 05- 0203.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 02/08/06, prepared by Bromley -Cook Engineering, Inc, signed and sealed by William D. Cook, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Man el Per '.E. Product Control E ; i er NOA No. 08-0110.10 xpiration Date: February 27, 2013 Approval Date: February 28, 2008 La Finestra .. • • • • • • .•• • • • •.. • • • •• • • • • • • • • • • • ••• • • • • • • • • • • .•• • • • • •.• NOTICE OF ACCEPT • • 'rViDAATCg SUBMITTED ••.. • - ; ; :: E. MATERIAL CERTIFICATIONS • • .. ., • • 1. Notice of Acceptance No. 06- 0216096 iss4ea to yolufia Inc. for their "Seen IHG Clear or colored Interlayer ".date 1 05794 /06,:elpiring'on 05/21/11. 2. Notice of Acceptance No. 03- 1117.01 issued to Surface Specialties, Inc. for their "Uvekol a Laminate Glass Component", dated 01 /29/04, expiring on 02/08/09. F. STATEMENTS 1. Statement letter of conformance, dated December27, 2007, signed and sealed by William D. Cook, P.E. 2. Statement letter of no financial interest, dated December27, 2007, signed and sealed by William D. Cook, P.E. 3. Laboratory compliance letter for Test Report No. FTL- 4531, issued by Fenestration Testing Laboratory, Inc., dated July 11, 2005, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 05 0725.03) 4. Laboratory compliance letter for Test Report No. FTL- 3881, issued by Fenestration Testing Laboratory, Inc., dated October 18, 2004, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 05 0203.02) G. OTHER 1. Notice of Acceptance No. 05- 0725.03, issued to La Finestra for their "Series "EKU- 53" Outswing Aluminum Casement Window — L.M.I. ", approved on 04/06/06 and expiring on 02/27/08. E -2 Manue Per Product Control NOA No. 0 ' . 0 Expiration Date: February 27, 2013 Approval Date: February 28, 2008 �� M GLASS CHART MAX. FRAME WD. TYPE MAX. D.L.O. MAX. DESIGN PRESSURE GL -1 21 3/4" X 85" +110.0, -110.0 P.S.F. 30" X 85" +98.9, -98.9 P.S.F. GL -2 30" X 85" +110.0, -110.0 P.S.F. �� M MAX. FRAME WD. \saI===i V 1 1 ieH 311V84 Xt�W nc 25 3/ \ \\ / / I 72" MAX. C.L. SEE PG 4 32" 40 " FOR ANCHOR USTER QTY& r r - 11 ` I I • I \\ • • / MU D.L 0. MAX 0.k /0. 21 3/4" \ 130 " / \\ 1 � O , R \\ / -1 � d 11 \I \ x / s. ■ \\ / \ / . \ / _ 1 1 111 1 1 1 ieH 311V84 Xt�W nc SEE ANCHOR SCHEDULE ON PG. 4 FOR ANCHOR TY & SPACI MIAMI -DADE CO. UNITS APPROVED MULLION NO1E: MUSTWON ANCHOR CUPS AS PER N.O.A. 40" MAX. LA FINESTRA, LC • • ••• •• • • • • • • • • • • • ••• • • • •.• • • •• •• • •• • • • • • • • • • • • • • • • • • ••• SERIES: EKU 53 CAS;0,M•WN' ENTilD45i (HIGH LOAD) • I1 1 MAX I I' 1 / / / / ;\ 1 / / / / I SEE PG. 4 FOR ANCHOR CLUSTER QTY'S. 03 J / / / / / / • • • • • • 72" MAX. 1 MAX. D • 30 / I / W / _I o g / ° II \ 11 TYPICAL CONFIGURATIONS MAX. WINDOW SIZES SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MULLIONS BETWEEN EACH DOOR FRAME (SEE ALTERNATE CONFIGURATIONS BELOW) 1 11111 1 W® I -- MULLION ANCHORAGE W. I 1 40" ( \ OFRQA L AND LOAD DPPROTVED BY 1.. " 1 USE TRIBUTARY WIDTH "'B NOTED .../ DETERMINE TO ALLOWABLE MULLION SPANS. SEE MUW TAR ON NOA FOR OES. • • • � • � N1AX. • • • • • • • • ••• • . • • ••• • • • . • • • • • . • • • / / / / / / / 1 \ \1 MIAMI -DADE CO. W APPROVED MUON BETYVEEN UNITS NOTE: MUST USE MULLION ANCHOR CUPS AS PER N.O.A. ALTERNATE CONFIGURATIONS 11 J SEE PG. 4 FOR ANCHOR CLUSTER QTYS. 14 1/2" MAX. EXCEPT IN WOOD. c Rti TRANSOM FRAME r MUST HAVE SEPERA PRODUCT APPROVAL — � � I ∎vi II 1 II II 1 ti 1 II _al 1,1 Ji UNITS MAY BE INSTALLED WITH A MIAMI -DADE COUNTY APPROVED MULLION BETWEEN EACH DOOR AND /OR FRAME. THE LOWEST DESIGN PRESSURE FOR THE DOOR, TRANSOM OR MULLION WILL CONTROL. GLASS SCHEDULE LARGE MISSILE IMPACT RESISTANT GL -1 1GL--21 = 7/16 "(.454 ") LAMINATED 3/16" (.182) ANNEALED - .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" (.182 ") ANNEALED. = 7/16 "(.454 ") LAMINATED 3/16" HEAT STRENGTHENED- .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" HEAT STRENGHTENED WATER INFILTRATION TEST PRESSURE = 16.5 P.S.F. WITH STANDARD THRESHOLD ONLY - A.D.A. COMPLIANT THRESHOLD NOT APPROVED FOR WATER INFILTRATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE "2004 FLORIDA BULDING CODE" 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK. OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPLICATION. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROVIDED BY "THE ENGINEER OF RECORD" 4. BUCK FASTENERS MAY NOT EXCEED 16" 0.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA -201, 202 & 203. 6. ONE —THIRD INCREASE IN ALLOWABLE MATERIAL STRESS LIMITS FOR SHORT DURATION WIND LOAD NOT USED IN THE DESIGN CALCULATIONS. Div on e Product C a e. in 1 DRAWING No. F1N— B16/06R2 SHEET 1 OF 6 �/ • 14 1/2" MAX. 36" ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 TYP. f - ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 72" MAX. FRAME WIDTH • • • • • • • • • • • .• . . • • • • • • • • • • • • • • •• • • • . • ••• . • • • • . • 14 t, • • 2" O.C. MAX. • oo • • . •I. • • .• • • • • • •• • • • • • • • • • • • ••• TYP. ANCHOR LOCATIONS 0 HEAD • & SILL • Z W a V 3/4" MAX D.L.O. / GL-1 / (GL - SERIES EKU -53 ALUMINUM CASEMENT WINDOW (UNIT ELEVATIONS VIEWED FROM EXTERIOR) SCALE: N.T.S. 72" MAX. FRAME WIDTH 32" ANCHOR CLUSTER ' SEE ANCHORAGE SCHEDULE PG. 4 TYP I , ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 c. 40" 14 1/2" TYP. 7" TYP. v HARDWARE: HINGES: 100 -120X 4" LG. TWO PIECE HINGE ASS'Y AS MANUFACTURED BY "G.S.G." TRANSMISSION: 1025 TRANSMISSION MOVEMENT DEVICE AS MANUFACTURED BY "G.S.G." LOCKING: AT ACTIVE LEAF — 14 AS 6570 5 —POINT LOCK SYSTEM AS MANUFACTURED BY "K.F.V." 15 AT INACTIVE BOLTS AT TOP & BOTTOM OF DOOR LEAF AS MANUFACTURED BY "A.G.B." PRODUCT REVESmM es complylag with thr Florida Ratan Aces, m Fis E .ar GeGEI Putc CAIN Pradac8 Coatral J3 1 I DRAWING No FIN—B16/06R2 SHEET 2 OF 8 ) 1x P.T. WOOD BUCK . (ENGINEERED SEPERATELY) CONTINUOUS SEALANT & BACKER ROD • 4 4 ANCHORS FOR WOOD WOOD BUCK BY OTHERS EXTERIOR STUCCO FINISH ANCHORS FOR WOOD BUCK 2Y OTHERS • 4 . CONTINUOUS SEALANT & BACKER ROD 4 Bei • 0 O ED m m 0 0 4 . EXTERIOR STUCCO FINIS 1 1/2 "• • MIN 4 CONC. SUBSTRATE ENGINEERED SE • • ... • • • .. .. • • • . • .. . • • • • • • • • • .•• • • • ••• ••• • • • • • ei• INTERIp? FIt4 H • • • • • • . •• • • • • • .• • • • • • ••. • • • • • • • • • JAMB DETAIL (CONC. SUBSTRATE) • JAMB DETAIL (HEAD SIMILAR) • (WOOD SUBSTRATE) • •• ••• •. • • • • • • • ... .. •• 3/16" (.182") ANNEALED "EXTERIOR" FRAME WIDTH 72" MAX. ()ASTRAGAL DETAIL HORIZONTAL SECTION (1/2"=1" SCALE) 23 DOW CORNING 995 OR PECORA 895 SIUCONE (TYP) GLAZING DETAIL G -1 SCALE: FULL SIZE EXTERIOR .090" DUPONT BUTACITE PVB INTERLAYER BY El. DUPONT DE NEMOURS & CO.. INC 3/16" (.1821 ANNEALED 7/16" (.454") THK. OVERALL LAM. GLASS r WEDGE GASKET 0 SETTING BLOCK 0 GLAZING BEAD OR 3/16" (.182") HEAT STRENGTHENED "EXTERIOR" 1 1. l PRODUCT REVISF!b as eomplylug with the Florida Pedaling Cede Aeceptcno ;ttr Date ! 0 WAIN i` 0 13 .090" DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO.. INC 3/16" (.182") HEAT STRENGTHENED 7/16" (.457") THK. OVERALL LAM. GLASS WEDGE GASKET 0 GLAZING BEAD J ()DOW CORNING 995 OR PECORA 895 SILICONE (TYP) GLAZING DETAIL G -2 SCALE: FULL SIZE SETTING BLOCK O7 a hiji .. 0§6 lr p. • a 1 uRAWNN° No.: [ FIN- 816/06R2 ( SHEET 3 OF 8 �� ANCHOR TYPES ANCHOR TYPE SUBSTRATE MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING HEAD - SILL JAMBS 1/4" X RE b. LENGTH 1 1/2 MM�EMBEDD INTO CONC. COy 12000 PSI ) CBS (GROUT FILLED 7" FROM ENDS BALANCE 0 16 1/2" C/C MAX. 7" FROM ENDS BALANCE 0 20 1/2" C/C MAX. P.H.S.M OR I ALUMINUM 1/6" MIN. A-36 STEEL BALANCE O 1 C/C MAX. WS BALANCE O FROM 1/2" C/C MAX. #14 X REQ'D LENGTH P.H.S.M.S�___14 WOOD 1 1/2' MIN. EMBED INTO WOOD WOOD FRAMING NO.2 S.Y.P. r FROM ENDS de AS PER ANCHOR CAPACITY CHART BELOW 7" FROM ENDS & AS PER ANCHOR CAPACITY CHART BELOW ANCHOR CAPACITY CHART (WOOD SUBSTRATE) QTY. ANCHORS AT MID -POINT (CLUSTER) ANCHORS AT JAMBS (MAX C/C SPACING) MAXIMUM ALLOWABLE DESIGN PRESSURE 4 SPACED 2 1/2' APART C 18" C / < 60 P.S.F. 5 SPACED 2 1/2" APART 15" C C / < 70 P.S.F. 6 SPACED 2 1/2' APART 13" C C / < 80 P.S.F. 6 SPACED 2 1/2' MART 12" C C / < 90 P.S.F. 7 SPACED 2 1/2" APART 9" C/C >90 -110 P.S.F. ANCHOR CAPACITY CHART (CONC. & STEEL) QTY. ANCHORS AT MID -POINT (CLUSTER) INTO STEEL QTY. ANCHORS AT MID -POINT (CLUSTER) INTO CONC. MAXIMUM ALLOWABLE DESIGN PRESSURE 2 SPACED 2 1/2' APART < 60 P.S.F. 2 SPACED 2 1/2" APART 3 SPACED 2 1/2' APART < 70 P.S.F. 2 SPACED 2 1/2" APART 3 SPACED 2 1/2' APART < 80 P.S.F. 2 SPACED 2 1/2" APART 4 SPACED 2 1/2" APART < 90 P.S.F. 3 SPACED 2 1/2" APART 4 SPACED 2 1/2" APART >90 -110 P.S.F. • • 1 -EXTERIOR STUCCO FINISH 4 . • •4 CONTINUOUS SEALANT • & BACKER R. a 0 0 d 0 CONTINUOUS SEALANT QED AT SILL' TYP. Ca VERTICAL SECTION SCALE: HALF SIZE • • • • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • • : : ••• • ••• • • • • . ' s• E. • • •• • • s INTERIOR FINISH HEAD DETAIL SILL DETAIL • • •• •• • • • • • • ••• CONC. SUBSTRATE • •• • •• � • STANDARD THRESHOLD • NDOD BUCK B. OTHERS 1X OR 2X P.T. WOOD BUCK ( e �NDIN1:E1 SEPERATELY) • • • TOP OF CONC. SLAB • • • • ••• • CONC. SUBSTRATE CONTINUOUS SEALANT & BACKER .ROD 4 EXTERIOR STUCCO FINISH a d ANCHORS FOR W000 WOOD BUCK BY OTHERS P.T. 2 X 4 WOOD BUCK (ENGINEERED SEPERATELY) ANCHOR CLUSTERS AT MID -POINT OF FRAME TYPICAL AT HEAD & SILL ANCHOR CLUSTERS AT MID -POINT OF FRAME TYPICAL AT HEAD & SILL PRODUCT REVISSN0 as complying with the FbIrWB Raiding Cede Aezeplafte No ; -' 9 • ID E, hug= Dade :'-%lF/a+ BY ,... ►.I. .'.. , P roduc 2013 �` I:111ri110 a ed a 1 DRAWING No.: FIN- B16/06R2 SHEET 4 OF 6 )J • • ••• • •• •• • • • •• •• ••s • • • • • • ••• • • • • • • • • • • • • • • DOOR PANEL CORNER DETAIL DOOR FRAME CORNER DETAIL By Ma ePro4M4 • ••• f DRAWING No.: FlN — B7 6/06R2 SHEET 5 OF 8 F. MATEIALS B IZ'L %Ca F R • ITEM PART No. QUANTITY DESCRIVIOX 3 • • •MA EjI4L LOCATION MANUFACTURER 1 7011 4 FRAME HEAD /JAMBLRESIDENTIAL SILL AL.AL. — '6060'-T5 DOOR FRAME PROFILATI SpA 2 Z16012 4 PANEL HEAD /JAMB /SILL _ ALAL. — 6060 —T5 DOOR PANEL PROFILATI SpA 3 Z16014 1 ASTRAGAL • : : •'• :7441.— 6060-75 INACTIVE LEAF PANEL JAMB PROFILATI SpA 4 4195 4/VENT GLAZING BEAD • : : :: :AA! — '6860 —T5 PANEL PERIMETER PROFILATI SpA 5 6009 1 _ :COMMERCIAL THRESHOLD • • • ALA.. FRAME BOTTOM PROFILATI SpA 6 100 -120X 5/VENT 4' LG. TWO —PIECE HINGE ASSY. ALAL — 6060 —T5 PANEL AND FRAME JAMBS GSG 7 N/A 2 EA. uw of GLASS 1/4• x 1/2" x r u3. sErnP4o B.ocx DcrRuczo SIMONE ® 6" FROM ENDS GENERIC 8 2509 2 FLUSHBOLT STRIKE PLATE (4' LONG) ALAL. — 6060 —T5 FLUSHBOLTS (TOPjBOTTOM) PROFILATI SpA g 0409 1 EA. CORNER PANEL CORNER KEY CAST ALUMINUM FRAME CORNERS MONTICELU 10 5004 1 EA. CORNER FRAME CORNER KEY CAST ALUMINUM PANEL CORNERS MONTICELU 10A 0706 2 EA. CORNER .370 DIA. METTAUC PIN CAST ALUMINUM FRAME CORNERS MONTICELL.f' 11 Z17173 1 STRIKE PLATE FOR LOCK SYSTEM ALAL. — 6060 —T5 ASTRAGAL PROFILATI SpA 12 SERIES 800 1/VENT OPERATING HANDLE ALUMINUM AT EACH PANEL JAMB PASSINI 13 1025 1 TRANSMISSION MOVEMENT DEVISE ZAMA /S.S. PANEL JAMB (ASTRAGAL SIDE ONLY) GSG 14 AS 6570 1/VENT FIVE POINT LOCK SYSTEM ZINC /IRON /S.S. PANEL JAMB KFV 14A AGB 1/VENT MULTIPLE POINT LOCK SYSTEM ZINC /IRON /S.S. PANEL JAMB AGB 15 AGB 2/VENT BOLT ZINC /IRON /S.S. PANEL JAMB AT TOP & BOTTOM GSG 16 KFV 2/VENT _FLUSH FLUSH BOLT (HEAVY DUTY) STAINLESS STEEL PANEL JAMB AT TOP & BOTTOM KFV 17 2666 AS REQ'D. WEATHERSTRIP GASKET EPDM FRAME JAMB /ASTRAGAL/FRAME PANEL PROFILATI SpA 18 2195 AS REQ'D. WEDGE GASKET EPDM PANEL GLAZING PERIM. (INTERIOR) PROFILATI SpA 19 - -- 2 /EACH # 10 x 2 1/2" FH.SMS. (ASSEMBLY) PLATED STEEL FLUSHBOLT STRIKE PLATE - -- 20 - -- SEE ELEV. # 8 x 1 1/2" FH.SMS. (ASSEMBLY) PLATED STEEL ASTRAGAL (SINGLE ROW) - -- 21 - -- SEE ELEV. 1/4' DIA. TAPCONS (INSTALLATION) COATED STEEL FRAME PERIMETER (SINGLE ROW) ELCO OR BUILDEX 22 - -- 2 EA. CORNER #14 X 3/4" FH. SMS. (PANEL ASS'Y) PLATED STEEL PANEL CORNERS - -- 23 895/995 _ CONTINUOUS STRUCTURAL SILICONE SIUCONE PERIMETER GLASS . TO METAL PECORA OR DOW CORNING 24 - -- SEE ELEV. #14 F.H. WD. SCREWS (INSTALLATION) COATED STEEL FRAME PERIMETER (SINGLE ROW) ISC • • • '' • • • •. • •; • • • • • • • • • • • • • • • • • 000 • • • • • • ••• • • • • • PRODUCT REVISE O es complying with the flhaiding Co p AccePienee N4i • Date lT✓h i 1.219' 0 7011 — FRAME HEAD — JAMB —SILL 0 4195 GLAZING BEAD O THRESHOLD 18 2195 WEDGE GASKET .472" 0 Z16014 ASTRAGAL X sacs 2.123' ve 1 4.403' .072' Z� Z16012 PANEL HEAD /JAMB /SILL 8 7011 — RESIDENTIAL SILL 17 2666 WEATHERSTRIP GASKET ` TEN g 1 J MIAMIDADE C OUN TY BUILDING CODE COMPLIANCE OFFICE (BCCO) • • • PRODUCT CONTROL DIVISION •• • • • •• •• • • • • • • • • • • • •• ••• • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) La Pik, LLC 2790 NM. 104 Court • Miami, FL 33172 SCOPE: • • • • • • • •• • • • ••• • • • • • • • • • • • • •• • • • • • •. •�• • • • • ••• •• • • • • • • • • • ••• ••• MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGI.iR BUILDING • ¶S0 WST FLAGLER STREET, SUITE 1603 • • • • MIAMI, FLORIDA 33130.1563 •••• • . • • • • (305) 3751 FAX (305)375.2908 •• • • • • • • • • ••• •• norshatimadmilhasam 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 (AM). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division On Miami Dade County) andfor 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. "EKUI -53" Outswing Aluminum French Door — L.M.T. APPROVAL DOCUMENT: Drawing No. FBI 816105, titled "Series EKU -53 Aluminum Outswing Entrance Door", sheets 1 through 6 of 6, dated Dec 14, 2007 prepared by Bromley -Cook Engineering, Inc., signed and seated by William D Cook, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's tame 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 oldie Building Official. This NOA revises and renews NOA # 0S- 0725.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishag L Chanda, F.E. NOA No 07- 1107.04 Expiration Date: February 27, 2013 Approval Date: January 17, 2008 Pagel La Finesfra. & • . •.. • • • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • NOTICE QP ACCEPTANCE: EVIDENCE SUBMITTED A, DRAWINGS (transferred from file # ;'8 : ,25.4 4 ▪ • • 1. Manufacturer's die drawings ands.. :. . • • :: • • 2. Drawing No. ISM- B16/0'3, titled "Series EIKU -53 Aluminum Outswing Entrance Door", sheets 1 through 6 of 6, dated Dec 14, 2007. by il> 9Y Engineering, Inc., signed and sealed by William D. Cook, P.E. • • . . B. TESTS (transferred from file # 05. 0725 *02) • • • • • • 1. Test reports on 1) Airinfiltration 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 2411 3.2.1 and TAS 202 -94 5) Small Missile impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked up drawings and installation diagram of aluminum outswing doors, prepared by Fenestration Testing Laboratory, Inc,, Test Report No. FTL33 :.;1, dated August 23, 2004, and Test Report No. FTL -4531, dated June 1, 2005 both signed and sealed by Edmund() Largaespada, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC - 2004, dated 01110/06 and last revised on Dec 14, 2007, prepared by Bromley - Cook Engineering, Inc., signed and sealed by William D. Coop P.E. 2. Glazing complies with ASTME- 1300 -95 and ASTME- 1300 -02 D. QUALITY ASSURANCE BY: 1. Miami -Dade Building Code Compliance Office (BCCO). L. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05. 1208.02 issued to E.I. DuPont DeNemours for"DuPont Butacite PVB ", expiring on 12/11/2010 F. STATEMENTS 1. Statement letters of conformance and "No financial interest", both dated Dec 14, 2007, signed and sealed by William. D. Cook, P.E. 2. Statement of compliance, issued as part of the above referenced test report issued by Hurricane Testing Laboratory. G. OTHER I. This NOA revises and renews NOA # 85+0725.02, expired on February 17, 2008. E -1 k Lv \. LIA �� Ishaq t. Crania, P.E. Product Centro} Examiner NOA No 07- 1107.04 Expiration Date February 27, 2013 Approval Date: January 17, 2007 FOR A LUSTER QTYS. GLASS CHART MAX. TYPE MAX. D.L.O. MAX. DESIGN PRESSURE GL -1 21 3/4" X 85" +110.0, -110.0 P.S.F. 30" X 85" +98.9, -98.9 P.S.F. GL -2 30" X 85" +110.0, -110.0 P.S.F. FOR A LUSTER QTYS. MAX. F WO. 1 r 1 1 1 • LOH 3N1V213 •XVW eta 1 1 1 •laH MAU xYW nc MAX 3/ `,- I 1\ ■ \\ \\ ■ \ \` \ I / ! / // I / / / / / / ".1 / ;: 1 \ \\ \ \\ \■ � \ \\ SEE PG. . 4 - 72" M MAX. -0 32 4 40 1 1 1 •laH MAU xYW nc / ` `,- I 0. I M / � � \ \\ r r ill - ' r 1 r r 11111 11111 A \ i ■ / \\ /ft\\ • / \ / •• // \\\ /1 ‘ \./ • I E / \ / 0 % I \, . % 1 . gy \\ 1 / , a \\ I - \ \ \� / \ / / r 1 r ; r 1 r rn 1 a C SEE ANCHOR SCHEDULE ON PG. 4 FOR ANCHOR TYPES & SPACNG MIAMI —DADE CO. APPROVED MUWON BETWEEN UNITS NOTE: MUST USE MUUJON ANCHOR CUPS AS PER N.O.A. 40' MAX. • • . • • • • • •. • . . • •• • • • : • • • • -.••:• SERIES: EKU 53 OUTSWING ENTRANCE DOOR (HIGH LOAD) • •.. • . • . • . • • • . • • • • • • • • • • • . . • • • • • • • • • • •• ••.• ••.. • • ••• '48 "' • LA FINESTRA, LC • • •••• . SEE PG. 4 FOR A NCHOR CLUSTER OTYS. 40' MAX. 72' W- 1 MUWON ANCHORAGE W- I 40' MAX. AND APPROVED BY BLDG. I 40' MAX. I USE TRIBUTARY WIDTH 'W" AS NOTED TO DETERMINE ALLOWABLE MUWON SPANS. SEE MUWON NOA FOR DETAILS. TYPICAL CONFIGURATIONS MAX. WINDOW SIZES SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MULLIONS BETWEEN EACH DOOR FRAME (SEE ALTERNATE CONFIGURATIONS BELOW) MIAMI —DADE CO. APPROVED MUWON BETWEEN UNITS NOTE: MUST USE MULLION CHOR CUPS AS PER N.O.A. ALTERNATE CONFIGURATIONS TRANSOM FRAME MUST HAVE SEPERATE PRODUCT APPROVAL 1 11 1 1 II I 1 1 1 I ` - - -- — - - - - iI 14 1/Y MAX. EXCEPT IN WOOD. UNITS MAY BE INSTALLED WITH A MIAMI -DADE COUNTY APPROVED MUWON BETWEEN EACH DOOR AND /OR FRAME. THE LOWEST DESIGN PRESSURE FOR THE DOOR, TRANSOM OR MULLION WILL CONTROL. GLASS SCHEDULE LARGE MISSILE IMPACT RESISTANT 1 GL -11 IGL -2 1 = 7/16 "(.454 ") LAMINATED 3/16" (.182) ANNEALED - .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" (.182 ") ANNEALED. = 3/16" 7/16"(.454") HEAT STRENGTHENED- .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" HEAT STRENGHTENED WATER INFILTRATION TEST PRESSURE = 16.5 P.S.F. WITH STANDARD THRESHOLD ONLY - A.D.A. COMPLIANT THRESHOLD NOT APPROVED FOR WATER INFILTRATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE "2004 FLORIDA BULDING CODE" 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPUCA710N. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROVIDED BY "THE ENGINEER OF RECORD" 4. BUCK FASTENERS MAY NOT EXCEED 16" 0.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA- 201, 202 & 203. 6. ONE —THIRD INCREASE IN ALLOWABLE MATERIAL STRESS UMITS FOR SHORT DURATION WAND LOAD NOT USED IN THE DESIGN CALCULATIONS. as cc - 1 f ; ; w'it.a' Site Florida Building Code Acceptance No 07 1 16 7' O T Expiration Date FR127)201'5 Miami Dade oduct Control Division UP ao o z Fago r A 1 DRAWING No. FIN B16/05R2 SHEET 1 OF 6 rn 1 a C SEE ANCHOR SCHEDULE ON PG. 4 FOR ANCHOR TYPES & SPACNG MIAMI —DADE CO. APPROVED MUWON BETWEEN UNITS NOTE: MUST USE MUUJON ANCHOR CUPS AS PER N.O.A. 40' MAX. • • . • • • • • •. • . . • •• • • • : • • • • -.••:• SERIES: EKU 53 OUTSWING ENTRANCE DOOR (HIGH LOAD) • •.. • . • . • . • • • . • • • • • • • • • • • . . • • • • • • • • • • •• ••.• ••.. • • ••• '48 "' • LA FINESTRA, LC • • •••• . SEE PG. 4 FOR A NCHOR CLUSTER OTYS. 40' MAX. 72' W- 1 MUWON ANCHORAGE W- I 40' MAX. AND APPROVED BY BLDG. I 40' MAX. I USE TRIBUTARY WIDTH 'W" AS NOTED TO DETERMINE ALLOWABLE MUWON SPANS. SEE MUWON NOA FOR DETAILS. TYPICAL CONFIGURATIONS MAX. WINDOW SIZES SHOWN MULTIPLE UNITS STACKED SIDE BY SIDE MUST HAVE APPROVED MULLIONS BETWEEN EACH DOOR FRAME (SEE ALTERNATE CONFIGURATIONS BELOW) MIAMI —DADE CO. APPROVED MUWON BETWEEN UNITS NOTE: MUST USE MULLION CHOR CUPS AS PER N.O.A. ALTERNATE CONFIGURATIONS TRANSOM FRAME MUST HAVE SEPERATE PRODUCT APPROVAL 1 11 1 1 II I 1 1 1 I ` - - -- — - - - - iI 14 1/Y MAX. EXCEPT IN WOOD. UNITS MAY BE INSTALLED WITH A MIAMI -DADE COUNTY APPROVED MUWON BETWEEN EACH DOOR AND /OR FRAME. THE LOWEST DESIGN PRESSURE FOR THE DOOR, TRANSOM OR MULLION WILL CONTROL. GLASS SCHEDULE LARGE MISSILE IMPACT RESISTANT 1 GL -11 IGL -2 1 = 7/16 "(.454 ") LAMINATED 3/16" (.182) ANNEALED - .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" (.182 ") ANNEALED. = 3/16" 7/16"(.454") HEAT STRENGTHENED- .090" P.V.B. INTERLAYER (DUPONT BUTACITE)- 3/16" HEAT STRENGHTENED WATER INFILTRATION TEST PRESSURE = 16.5 P.S.F. WITH STANDARD THRESHOLD ONLY - A.D.A. COMPLIANT THRESHOLD NOT APPROVED FOR WATER INFILTRATION NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE AS DESCRIBED IN THE "2004 FLORIDA BULDING CODE" 2. THIS WINDOW SYSTEM HAS BEEN TESTED, ENGINEERED AND APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN SCHEDULE. 3. BUCK, OPENINGS & BUCK FASTENERS MUST BE DESIGNED & INSTALLED TO WITHSTAND WIND LOADS FOR EACH APPUCA710N. THE DESIGN & ENGINEERING OF BUCKS SHALL BE PROVIDED BY "THE ENGINEER OF RECORD" 4. BUCK FASTENERS MAY NOT EXCEED 16" 0.C. SPACING AROUND OPENINGS. 5. THE SYSTEM SHOWN HEREIN WAS TESTED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA- 201, 202 & 203. 6. ONE —THIRD INCREASE IN ALLOWABLE MATERIAL STRESS UMITS FOR SHORT DURATION WAND LOAD NOT USED IN THE DESIGN CALCULATIONS. as cc - 1 f ; ; w'it.a' Site Florida Building Code Acceptance No 07 1 16 7' O T Expiration Date FR127)201'5 Miami Dade oduct Control Division UP ao o z Fago r A 1 DRAWING No. FIN B16/05R2 SHEET 1 OF 6 ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 7" TYP 25 4/4" MAX. D L0. TYP. 14 1/2" MAX. ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 • • •.. • • • •.. 72" MAX. FRAM WTI;TH ' ' ' • • • • • • • . . • • •.. • • • . ••• 36" 36" , GL -21 • 0 1 I • ... I. • • • • •• • 1 . • . . • • • • • • 1• /2" 1 p.c., • . . • • • • /� • • • • • • • •• • OR IGL -21 O.H. •• • - TYP. ANCHOR LOCATIONS ® HEAD & SILL 0, f ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 7" TYP .� U 3 00 0 1 to ANCHOR CLUSTER SEE ANCHORAGE SCHEDULE PG. 4 72" MAX. FRAME WIDTH 32" 40" 3/4" D.LO. SERIES EKU -53 ALUMINUM OUTSWING ENTRANCE DOOR (UNIT ELEVATIONS VIEWED FROM EXTERIOR) SCALE: N.T.S. • 14 1/2" TYP. O.H. 30" MAL D.L.O. 0 1 0 1 a 7" TYP. DOOR HARDWARE: HINGES: 100 -120X 4" LG. TWO PIECE HINGE ASS'Y AS MANUFACTURED BY "G.S.G." TRANSMISSION: 1025 TRANSMISSION MOVEMENT DEVICE AS MANUFACTURED BY "G.S.G." LOCKING: AT ACTIVE LEAF - AS 6570 5 -POINT LOCK SYSTEM AS MANUFACTURED BY "K.F.V." AT INACTIVE LEAF - STEEL FLUSH BOLTS AT TOP & BOTTOM OF DOOR LEAF AS MANUFACTURED BY "A.G.B." PRODUCT itt, : J.D as complying with the Florida Building Code Acceptance No I • } � Expiration Date By \S.L► \ • 1L .. Miami Dad product Control Division • 9 a 1 DRAWING No. FIN- 816/05R2 SHEET 2 OF 6 )J 1x P.T. WOOD BUCK (ENGINEERED SEPERATELY) ANCHORS FOR WOOD WOOD BUCK BY OTHERS CONTINUOUS SEALANT & BACKER ROD Q 4 ' CONC. SUBSTRATE EXTERIOR STUCCO • P.T. 2 X 4 WOOD BUCK ENGINEERED SEPERATELY ANCHORS FOR WOOD BUCK SY OTHERS • 4 . 4 CONTINUOUS SEALANT & BACKER ROD • da 4 1 1 /2 IN "• M F1NISj$ • 1 4 • EXTERIOR STUCCO FINIS .'b.. • • INTERIOR' F ?1 ISH • • • • • • • • . •• • •• •• • • • • • • • • • • • • • • • •• • JAMB DETAIL (CONC. SUBSTRATE) • •• • • • • • • • ••• .. .• • • • • • • • • • • • • • ••• • • • .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •■• • • • • • JAMB DETAIL (HEAD SIMILAR) (WOOD SUBSTRATE) ••• •• • • • • 3/16" (.182 ") ANNEALED "EXTERIOR" FRAME WIDTH 72" MAX. EXTERIOR ASTRAGAL DETAIL HORIZONTAL SECTION (1/2 " =1" SCALE) .090" DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC 0 DOW CORNING 995 OR PECORA 895 SIUCONE (TYP) GLAZING DETAIL G -1 SCALE: FULL SIZE 3/16" (.182") ANNEALED 7/16" (.454 ") THK. OVERALL LAM. GLASS WEDGE GASKET() GLAZING . BEAD O OR 0 3/16" (.182 ") HEAT STRENGTHENED o 0 "EXTERIOR" 23 DOW CORNING 995 OR PECORA 895 SIUCONE (TYP) GLAZING SCALE: FULL SIZE k`4 ODUCT RENEWED as complying wits► the Florida Building Code Acceptance No c'+ —1 0 Y Expiration Date ; IT! 1013 By tst, 1. (qq .h`► PTA - Miami Dade oduct Control Division .090" DUPONT BUTACITE PVB INTERLAYER BY E.I. DUPONT DE NEMOURS & CO., INC 3/16" (.182 ") HEAT STRENGTHENED 7/16" (.457") THK. OVERALL LAM. GLASS WEDGE GASKET 18 GLAZING BEAD O DETAIL G -2 SETTING BLOCK 07 U gqft' � n r. z s5 DRAWING No. FIN 816/05R2 SHEET 3 OF 1 ANCHOR TYPES ANCHOR TYPE SUBSTRATE MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE ANCHOR SPACING HEAD — SILL JAMBS 1/4" X R Q'D' LENGTH 1 1/2 MIN. EMBED EQUAL INTO CONC. CONCRETE (2000 PSI IN.) CBS (GRO.17 FILLED) 7" FROM ENDS BALANCE 0 18 1/2" C/C MAX. 7" FROM ENDS BALANCE 0 20 1/2" C/C MAX. P.H. I.S OR SELF—DRILLING ALUMINUM 1 /8'�MIN fHICKN�� BALANCE 0 18M ENDS MAX. BALANCE 0 FROM 1iC /C MAX. #14 X REVD LENGTH P.H.S.M.SO WOOD 1 1/2" MIN. EMBED INTO WOOD WOOD FRAMING N0.2 S.Y.P. 7" FROM ENDS & AS PER ANCHOR CAPACITY CHART BELOW 7" FROM ENDS & AS PER ANCHOR CAPACITY CHART BELOW ANCHOR CAPACITY CHART (WOOD SUBSTRATE) QTY. ANCHORS AT MID -POINT (CLUSTER) ANCHORS AT JAMBS (MAX C/C SPACING) MAXIMUM ALLOWABLE DESIGN PRESSURE 4 SPACED 2 1/2" APART 18" C/C < 60 P.S.F. 5 SPACED 2 1/2" APART 1 5" C/C < 70 P.S.F. 6 SPACED 2 1/2" APART 13" C/C < 80 P.S.F. 6 SPACED 2 1/2" APART 12" C/C < 90 P.S.F. 7 SPACED 2 1/2' APART 9" C/C >90 - 110 P.S.F. ANCHOR CAPACITY CHART (CONC. & STEEL) QTY. ANCHORS AT MID -POINT (cWSTER) INTO STEEL QTY. ANCHORS AT MID -POINT (CLUSTER) INTO CONC MAXIMUM ALLOWABLE DE S1041 PRESSURE 2 SPACED 2 APART — 60 P.S.F. 2 SPACED 2 1/2" APART 3 SPACED 2 1 /2` APART < 70 P.S.F. 2 SPACED 2 1 /2" APART 3 SPACED 2 1/2" APART < 80 P.S.F. 2 SPACED 2 1/2" APART 4 SPACED 21/2' APART < 90 P.S.F. 3 SPACED 2 1/2' APART 4 SPACED 2 1/2" APART >90 - 110 P.S.F. • EXTERIOR STUCCO +' F1NI .f CONI1NUOUS SEALANT • • & BACKER Rg. a 0 0 CJ d CONTINUOUS SEALANT QED AT SILL' TYP. • • .4 p �, VERTICAL SECTION SCALE: HALF SIZE •i • •• • • •.• • • • , • • • • • • • • •a. SILL DETAIL STANDARD THRESHOLD • • •• .. • • • • ••• • • • • • • • tall.. SUBSTRATE /JICHORS FOR WOOD • WO • MACK BY OTHERS .1)G 01 �C P.T. WOOD BUCK (ENGINEERED SEPERATELY) ••• •• • •• • • CONTINUOUS SEALANT INTERIOR FINISH & BACKER .ROD d • a EXTERIOR STUCCO FINISH HEAD DETAIL TOP OF //_ CONC. SLAB 0 4d Q ANCHORS FOR WOOD WOOD BUCK BY OTHERS SILL DETAIL TOP OF CONC. SLAB P.T. 2 X 4 WOOD BUCK (ENGINEERED SEPERATELY) T COMP NOT APPROVED FOR WATER INFILTRATION MAX. D.P. ® +110. -110 P.S.F. CONTINUOUS SEALANT BED AT SILL TYP. ANCHOR CLUSTERS AT MID —POINT OF FRAME TYPICAL AT HEAD & SILL ANCHOR CLUSTERS AT MID —POINT OF FRAME TYPICAL AT HEAD & SILL '*E.ODUCI' P.ENTLWED as complying with the Florida Building Code Acceptance No 0707 —t ti Expiration Date':E&2s21?Ql 3 i ; B .S Miami Dad Product Control Division a s ON I 1 r Z 3 kJ 1 a 1 y DOOR PANEL CORNER DETAIL DOOR FRAME CORNER DETAIL : ‘PRODUCT rF, EwED eo:aplYis:D with the Florida Building Code Acceptance No O)_ 67. 4 L Expiration Date FE11, LTA 13 •,,01■•••■■••■ 1 1 DRAWING No.: FIN- B16/05R2 ( SHEET 5 OF 8 ) � 13 ILY.: 01i' MATERIALS ITEM PART No. QUANTITY DESCRWPTIQJT • MATERIAL LOCATION MANUFACTURER 1 7011 4 FRAME HEAD AM ErREsia SILL • As DOOR FRAME PROFILATI S.A 2 Z16012 4 PANEL HEAD ILL .: • '. • • • — 6060 —T5 DOOR PANEL PROFILATI 3 Z16014 1 ASTRAGAL ALAL — 6060 —T5 INACTIVE LEAF PANEL JAMB PROFILATI SpA 4 4195 4 NT GLAZING BEAD • AL.AL — 6060 —T5 PANEL PERIMETER PROFILATI S •A 5 6009 1 COMMERCIAL 1' 4R • • • - — 6060 —T5 FRAME BOTTOM PROFILATI SpA ___§..._ 7 100 - 120X N/A 5 /NEWT 4" LG. TWO—PI E:H (t Up . , • AL�1L.. — 6060 —T5 LXtRUDED SILICONE PANEL AND FRAME JAMBS ® 6" FROM ENDS GSG , GENERIC 2 EA. LITE OF GLASS 1/4" x 1/2" x 3" LG. SETtING Loci ' ••• 8 2509 2 FLUSHBOLT STRIKE PLATE 4" LONG AL.AL. — 6060 —T5 FLUSHBOLTS OP BOTTOM PROFILATI SpA 9 0409 1 EA. CORNER PANEL CORNER KEY CAST ALUMINUM FRAME CORNERS MONTICEW 10 5004 1 EA. CORNER FRAME CORNER KEY CAST ALUMINUM PANEL CORNERS MONTICEW 10A 0706 2 EA. CORNER .370" DIA. METTALIC PIN CAST ALUMINUM FRAME CORNERS MONTICEW 11 Z17173 1 STRIKE PLATE FOR LOCK SYSTEM ALAL. — 6060 —T5 ASTRAGAL PROFILATI SpA 12 SERIES 800 1/VENT OPERATING HANDLE ALUMINUM AT EACH PANEL JAMB PASSINI 13 1025 1 TRANSMISSION MOVEMENT DEVISE ZAMA /S.S. PANEL JAMB (ASTRAGAL SIDE ONLY) GSG 14 AS 6570 1/VENT FIVE POINT LOCK SYSTEM ZINC /IRON /S.S. PANEL JAMB KFV 14A AGB 1/VENT MULTIPLE POINT LOCK SYSTEM ZINC /IRON /S.S. PANEL JAMB AGB 15 AGB 2/VENT FLUSH BOLT ZINC /IRON /S.S. PANEL JAMB AT TOP & BOTTOM GSG 16 KFV 2/VENT FLUSH BOLT (HEAVY DUTY) STAINLESS STEEL PANEL JAMB AT TOP & BOTTOM KFV 17 2666 AS REQ'D. WEATHERSTRIP GASKET EPDM FRAME JAMB /ASTRAGAL/FRAME PANEL PROFILATI SpA 18 2195 AS REQ'D. WEDGE GASKET EPDM PANEL GLAZING PERIM. (INTERIOR) PROFILATI SpA 19 - -- 2 EACH 10 x 2 1 2" FH.SMS. ASSEMBL PLATED STEEL FLUSHBOLT STRIKE PLATE - -- 20 - -- SEE ELEV. # 8 x 1 1/2" FH.SMS. (ASSEMBLY) PLATED STEEL ASTRAGAL (SINGLE ROW) - -- 21 - -- SEE ELEV. 1/4" DIA. TAPCONS (INSTALLATION) COATED STEEL FRAME PERIMETER (SINGLE ROW) ELCO OR BUILDEX 22 - -- 2 EA. CORNER #14 X 3/4" FH. SMS. (PANEL ASS'Y) PLATED STEEL PANEL CORNERS - -- 23 895/995 CONTINUOUS STRUCTURAL SIUCONE SIUCONE PERIMETER GLASS TO METAL , PECARA OR DOW CORNING 24 - -- SEE ELEV. #14 F.H. WD. SCREWS (INSTALLATION) COATED STEEL FRAME PERIMETER (SINGLE ROW) ISC • • _ . . • .219" ® 4195 GLAZING BEAD .422" Z16014 ASTRAGAL 0 7011 — RESIDENTIAL SILL 2O Z16012 PANEL HEAD /JAMB /SILL 17 2666 WEATHERSTRIP GASKET DRAWING No.: FIN B16/05R2 PRODUCT RENEWED as complying, with the Florida Building Code Acceptance No 0 110 •OV Expiration Date �K13 BY A�e, Miami D r -Ninct Control. Division .840" CI 2195 WEDGE GASKET SHIT 8 OF 8 J MIAMI DADS COUNTY NOTICE OF ACCEPTANCE (NO. TRACO Security Windows & Doors, Inc. • ' • • ■•. • 00 .. • • • • . • . • • • ..• • • • • • • • 000 • • • ••. • • • • . • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCV): • : •'• • PRODUCT CONTROL DIVISION • • 4141 • • . •.. • • 0.0 •0 0• • • • • . • • . • • • • • •00 MIAMI -DADE COUNTY, FLORIDA • • • • 4ETRO -DADE FLAGLER BUILDING 144C1 , . T FLAGLER STREET, SUITE 1603 • ' • • MIAMI, FLORIDA 33130 -1563 • • (305) 375 -2901 FAX (305) 375 -2908 www.buldingcodeonline.com • 71 Progress Avenue • • • • • . • Cranberry Township, PA 16066 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: Aluminum Tube Mullion (No Reinforcement) — L.M.I. APPROVAL DOCUMENT: Drawing No. 06-TRA -0004, titled "Aluminum Tube Mullions ", sheets 1 through 3 of 3, dated 12/1/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1212.05 and 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. • • • 0410 • • 0 0 • NOA No. 07- 0828.06 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 Page 1 • • ••• • • •• •• • • • • • •. .. • TRACO Security Windows & Doors, Inc.: • • • • • • • • • • B. C. D. E. F. 1 2 G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • •• • • • • ▪ .•. . • • . • • • • • • • • •. ••.. • . • • • • . • . 1. Manufacturer's die drawings and sections. 2. Drawing No 06 -TRA -0004, Sh. ;ti 1 through 3 of 3, titled "Aluminum Tube Mullions ", dated 12/1/06, prepared by En inetr Pacgr�ss;; ig�e$ and sealed by Frank L. Bennardo, P.E. . ... • • • A. DRAWINGS • • • • • • • • 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 along with marked -up drawings and installation diagram of two mulled Alum. Single Hung Windows, prepared by Farabaugh Engineering and Testing, Inc., Test Report No FET- T214 -07, dated 6/21/07, signed and sealed by Daniel G. Farabaugh, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, per PA 202 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Sliding Glass Doors, prepared by Miami Testing Laboratory, Inc., Test Report No. MTL- 16605, dated 12/07/95, signed and sealed by David Gale Ober, P.E. (Submitted under previous NOA # 99- 0104.02) 3. Test reports on: 1) Large Missile Impact Test per PA 201 -94 2) Cyclic Wind Pressure Loading per PA 203 -94 along with marked -up drawings and installation diagram of two mulled Aluminum Double Hung Windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -1350, dated 12/12/95, signed and sealed by Gilbert Diamond, P.E. (Submitted under previous NOA # 99- 0104.02) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, , dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. QUALITY ASSURANCE 1. MiamiDade Building Code Compliance Office (BCCO). MATERIAL CERTIFICATIONS 1. None. STATEMENTS . Statement letter of conformance, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. . Statement letter of no financial interest, dated 12/6/06, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. OTHER 1. Notice of Acceptance No. 06- 1212.05, issued to TRACO Security Windows & Doors, Inc. for their Aluminum Tube Mullion (No Reinforcement), approv 02/01 /07 and expiring on 01/2/08. E -1 ue P.E. Product Con + tO er NOA No. - - 0828.06 Expiration Date: January 2, 2012 Approval Date: December 6, 2007 • 2.000" —� HORIZONTAL OR VERTICAL INSTALLATION TUBE MULLIONS i...uo • • • • ••• LARGE MISSILE IMPACT RESISTANT • .• • • • • • • • • • •••.• .. • • • • • • • • • •• ••• • • • ••• • • • • • • • • •• • • • •• • •• ••• •• • • • •• • • • • • • ••• •• 2x4x1/8" ALUM TUBE 2x6x1/8" ALUM TUBE • • SEE WINDOW OR DOOR APPROVAL FOR FASTENER SIZES AND SPACING TYPICAL GLAZING PRODUCT 2 000" 3.000" 4.000" 1x2x1/8" ALUM. TUBE ix3x1 /16x1/8" ALUM. TUBE ix4x1/16x5/32" ALUM. TUBE 0 0 0 TYPICAL MULLIONS SUPPORTING FENESTRATION PRODUCTS GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TAS 201 / 203 AND THE 2000 ALUMINUM DESIGN MANUAL. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. ALL EXTRUSIONS SHALL BE 6063 -T5 ALUMINUM ALLOY, UNLESS NOTED OTHERWISE. 7. ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET ALL APPLICABLE CODE REQUIREMENTS, e.g. WIND LOAD RESISTANCE, AIR & WATER INFILTRATION, FORCED ENTRY, SAFEGUARDS, ETC. 8. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. MULLIONS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 9. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT. VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS. 10. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 11. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED. PRODUCT RENEWED An complying w1t6 the Hod 4nidu.g Cods Me4)Mot'C No !salon ih -1% ; YSlla , Dade Product Coil r lw on PRODUCT REVISED as complying with dm Flaricia Coda. goiding 06 ! .- 212.15 !z l FRANK L. BENNARDO, P.ET\ # PE0046549 • t0 N M 0 �V ui_1 -.0 O u. L.) 2 z °� o: m >V� W Q Q O a tom o ct PI . 3 o z 0W° z �W .. z a 0 5 EC m LL 0 2 06 -TRA -0004 SCALE: - 101 PAGE DESCRIPTION: MULLION SPAN TRIBUTARY SPAN 24" 27" 30" 33" I 36" 39° 42" 45" 48" 51" I 54" 57" 144" 14.5 12.9 11.6 10.6 33.7 - - - - - - _ 138" 16.5 j 14.7 13.2 12.0 i 11.0 10.2 - - - - - - 132" 18.9 ! 16.8 15.1 13.7 12.6 11.6 • 10.8 10.1 - - - - - 126" 212 18.8 17.0 15.4 14.1 13.0 12.1 . 11.3 10.6 - - - 120" 23.5 20.9 18.8 ° 17.1 15.7 14.5 i 13.4 12.5 ' 11.8 11.1 10.5 - 114 " 26.2 1 23.3 21.0 1 19.1 17.5 16.1 15.0 14.0 13.1 12.3 11.7 11.0 108" 29.4 .26.1 23.5 21.4 19.6 18.1 16.8 15.7 14.7 13.8 13.1 12.4 102" 33.2 29.5 26.5 24.1 22.1 20.4 19.0 17.7 16.6 15.6 14.7 14.0 96" 37.7 33.5 30.2 27.4 25.1 23.2 . 21.6 20.1 18.9 17.7 16.8 15.9 90" 43.2 38.4 34.6 31.4 28.8 26.6 . 24.7 23.0 21.6 20.3 19.2 18.2 84" 50.0 44.4 40.0 36.3 33.3 30.7 • 28.5 : 26.6 25.0 23.5 22.2 21.0 78" 58.4 51.9 46.7 42.4 38.9 35.9 33.3 ' 31.1 29.2 27.5 25.9 24.6 72" 69.0 61.3 55.2 502 46.0 42.5 39.4 38.8 34.5 32.5 • 30.7 29.1 86" 82.8 73.6 68.2 602 55.2 50.9 47.3 44.1 41.4 38.9 38.8 34.8 60" 100.9 89.7 80.8 73.4 67.3 62.1 57.7 53.8 50.5 47.5 44.9 42.6 54" 125.7 111.7 100.5 91.4 83.8 77.3 71.8 67.0 62.8 59.1 55.9 52.9 48 ". 140.0 140.0 128.4 116.7 107.0 98.8 91.7 85.8 80.2 75.5 71.3 67.6 42" 140.0 140.0 140.0 140.0 140.0 130.2 120.9 112.8 105.8 99.8 94.0 89.1 36" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 136.9 129.3 122.4 30" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 MULLION SPAN TRIBUTARY SPAN 24" 27" 33" 30° 33" : 36" I 39" 42" 54" • 45" 144° 48° 51" 39.3 54° 33.7 57" 144" 25.8 26.2 i 22.9 138" 20.6 18.7 1 172 1 15.9 14.7 i 13.7 30.3 12.9 12.1 1 11.5 51.4 47.1 10.9 138" 29.3 33.2 26.0 29.7 23.4 21.3 56.5 51.8 19.5 18.0 16.7 41.5 15.8 36.6 14.6 13.8 120" 13.0 62.5 12.3 132" 33.5 -'. 29.7 40.5 26.8 24.3 114" 22.3 20.6 19.1 63.7 17.8 54.6 16.7 15.7 45.0 14.9 • 14.1 128" 38.5 712 34.2 1 30.8 28.0 50.3 25.6 23.7 22.0 j 20.5 87.4 19.2 18.1 88.7 17.1 . 16.2 120" 44.5 96° 39.6 • 35.6 32.4 77.8 29.7 i 27.4 25.4 1 23.8 1 22.3 21.0 113.0 19.8 95.6 18.8 114" 51.9 73.1 46.2 • 41.6 37.8 140.0 34.6 , j 32.0 29.7 110.2 27.7 95.5 28.0 24.4 79.6 23.1 _ 21.9 108" 582 140.0 51.7 1282 46.5 42.3 1042 38.8 35.8 33.2 i 31.0 140.0 29.1 27.4 1 25.8 • 24.5 102" 65.4 109.1 58.1 68" 52.3 47.6 140.0 43.6 1 40.2 37.4 1 34.9 140.0 32.7 30.8 123.5 29.1 ' 27.5 96" 74.1 140.0 65.8 140.0 59.2 53.9. . 49.4 45.6 42.3 140.0 ' 39.5 140.0 37.0 34.9 140.0 32.9 140.0 31.2 90" 84.5 140.0 75.1 140.0 67.6 61.5 140.0 56.4 52.0 48.3 140.0 45.1 1 42.3 39.8 42° 37.6 140.0 35.6 84" 97.4 140.0 86.5 ' 77.9 70.8 140.0 64.9 59.9 55.6 i 51.9 ! 48.7 45.8 140.0 43.3 140.0 41.0 78" 113.3 30" 100.7 140.0 90.6 82.4 140.0 75.5 i 69.7 64.7 1 60.4 140.0 56.6 53.3 85.9 50.4 72.3 47.7 72" 133.4 1 118.6 ! 106.7 97.0 140.0 89.0 82.1 76.2 i 712 1 66.7 - 62.8 j 59.3 1 56.2 66" 140.0 140.0 • 127.2 115.6 • 106.0 97.9 90.9 84.8 79.5 74.8 70.7 67.0 60" 140.0 i 140.0 . 140.0 139.9 128.3 118.4 109.9 102.6 96.2 90.5 85.5 1 81.0 54" 140.0 ' 140.0 i 140.0 140.0 1 140.0 140.0 135.7 1 126.7 1 118.8 111.8 i 105.6 100.0 48" 140.0 ; 140.0 140.0 140.0 j 140.0 140.0 140.0 i 140.0 i 140.0 140.0 133.6 . 126.6 42" 140.0 ' 140.0 ! 140.0 140.0 I 140.0 140.0 140.0 i 140.0 i 140.0 140.0 i 140.0 140.0 36° 140.0 ' 140.0 ' 140.0 140.0 j 140.0 140.0 140.0 1 140.0 140.0 140.0 140.0 140.0 30" 140.0 • 140.0 ; 140.0 140.0 ! 140.0 140.0 140.0 140.0 140.0 140.0 1 140.0 ; 140.0 MULLION SPAN TRIBUTARY SPAN 24" • 27" 30" 33" 36" 39" 42" 45" I 48" 51" 54" • 57" 144° 59.0 i 52.4 i 472 42.9 39.3 38.3 33.7 31.5 29.5 27.8 26.2 i 24.8 138" 64.4 '1 57.3 51.5 46.8 42.9 39.6 38.8 34.4 32.2 30.3 28.6 27.1 132" 70.6 62.8 56.5 51.4 47.1 43.5 40.3 37.7 35.3 33.2 31.4 29.7 126" 77.7 69.1 62.2 56.5 51.8 47.8 44.4 41.5 38.9 36.6 34.5 32.7 120" 86.0 76.4 68.8 62.5 57.3 52.9 49.1 45.8 43.0 40.5 38.2 38.2 114" 95.6 84.9 1 76.4 69.5 63.7 58.8 54.6 51.0 47.8 45.0 42.5 40.2 108" 106.8 i 94.9 j 85.4 77.7 712 65.7 61.0 57.0 53.4 50.3 47.5 45.0 102" 120.1 106.8 96.1 87.4 80.1 73.9 88.7 64.1 60.1 56.5 53.4 50.8 96° 136.1 : 121.0 108.9 99.0 90.7 83.7 77.8 72.6 68.0 64.0 60.5 ! 573 90" 140.0 138.1 124.3 113.0 103.6 95.6 88.8 82.9 77.7 73.1 69.1 , 65.4 84" 140.0 140.0 140.0 130.2 119.3 110.2 • 102.3 95.5 89.5 84.2 79.6 75.4 78" 140.0 140.0 140.0 140.0 1 138.9 1282 119.1 111.1 1042 98.1 92.6 87.7 72" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 130.9 122.8 115.5 109.1 103.4 68" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 138.0 130.4 123.5 60" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54° 140.0 ' 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48° 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42° 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 30" 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 _ 140.0 140.0 140.0 140.0 MULLION SPAN TRIBUTARY SPAN 24" 1 27" 30" • 33" i 36" 39" • • • • • ' B9' • ' 42" • 45" 48" ; 51" 54" 57" 120" 11.0 i - - 11.8 - - - • -- - - - - 114" 12.8 - 11.4 10.2 - - - 14.5 12.9 - ._.._ - - - 108" 15.1 ? 13.4 12.0 - 11.0 • 10.0 - - - - - - - - 102" 17.9 : 15.9 14.3 12.0 13.0 11.9 11.0 - 10.2 - -- - - - 96" 21.4 1 19.1 17.2 18.4 15.6 1 14.3 13.2 15.3 12.3 13.1 11.4 10.7 10.1 1 - - 90 " 25.8 : 22.9 20.6 66" 18.7 172 15.9 23.9 14.7 21.7 13.7 12.9 121 11.4 10.8 84" 29.8 15.9 26.4 23.8 14.0 21.6 19.8 18.3 60" 17.0 15.9 14.9 14.0 i 132 12.5 78" 34.7 26.5 30.9 27.8 25.3 • 23.2 21.4 18.7 19.8 17.6 18.5 17.4 16.3 i 15.4 14.6 72" 41.0 1 38.5 32.8 34.5 29.8 1 27.4 25.2 • 23.4 ' 21.9 20.5 1 19.3 j 182 17.3 66" 49.2 58.6 43.7 39.3 47.9 35.8 32.8 30.3 37.6 28.1 35.1 26.2 24.6 23.1 21.8 20.7 60" 59.9 ; 532 47.9 69.3 43.6 I 39.9 36.9 57.7 34.2 1 31.9 30.0 28.2 26.6 252 54" 74.5 1 66.2 59.6 1 542 1 49.7 45.8 • 42.6 ' 39.7 37.3 35.1 33.1 31.4 48" 95.0 1 84.5 76.0 30" 69.1 63.4 58.5 1372 54.3 124.8 50.7 47.5 44.7. 42.2 40.0 42" 125.1 85.8 111.2 100.1 . 91.0 1 83.4 77.0 71.5 ' 66.7 62.6 58.9 ■ 55.6 52.7 36" 140.0 1 140.0 137.5 j 125.0 114.5 105.7 ; 98.2 . 91.6 85.9 80.9 I 76.4 72.3 30" 140.0 ; 140.0 140.0 ! 140.0 , 140.0 140.0 ' 140.0 ; 1332 124.9 117.5 , 111.0 1052 MULLION SPAN TRIBUTARY SPAN 24" 27" 30" } 33" 36" • • • • • • • ' B9' • ' - . - • • 4 ' • • • •• • i • 45" .. s 48" i 51" 54" 57" 90" 11.8 10.5 - - • __ -- __ - - _- -- - 84" 14.5 12.9 11.6 10.5 - - - - - - - 78" 18.1 1 16.1 14:5 13.1 12.0 11.1 10.3 - - - - 72" . 23.0 1 20.4 18.4 16.7 15.3 14.1 . 13.1 12.3 11.5 i 10.8 10.2 - 66" 29.8 1 26.5 23.9 ' 21.7 ' 19.9 18.4 17.0 15.9 14.9 + 14.0 13.3 12.6 60" 39.7 35.3 31.8 28.9 26.5 24.4 • 22.7 212 19.9 ! 18.7 17.6 16.7 54" 51.7 1 46.0 41.4 37.6 : 34.5 31.8 29.6 27.6 25.9 1 24.3 1 23.0 21.8 48" 65.9 i 58.6 52.7 47.9 43.9 40.5 ' 37.6 35.1 32.9 31.0 29.3 27.7 42" 86.6 i 77.0 69.3 . 63.0 57.7 53.3 49.5 • 48.2 43.3 1 40.8 38.5 36.5 36" 118.7 1 105.5 95.0 • 86.3 79.1 73.1 67.8. ; 63.3 59.4 55.9 52.8 50.0 30" . 140.0 i 140.0 1372 , 124.8 i 114.4 105.6 98.0 ' 91.5 85.8 80.7 1 782 72.2 MULLION SPAN 1 % FENESTRATION PRODUCT / , r VERTICAL / MULLION FENESTRATION PRODUCT r ANCHORS / TYPE A, B, ,' OR C } / WI W2 I-- TM • FENESTRATION PRODUCT HORIZONTAL ` MULLION - ZM / k FENESTRATION PRODUCT ANCHORS 'TYPE A, B OR C FENESTRATION PRODUCT MULLION SPAN DESIGN LOAD SCHEDULES • • •• sy 1 "x2 "x1/8" TUBE MULLIO • • 1" x 4" x 1/16" x 5/32" TUBE MULLION • 1" x 3" x 1/16" x 1/8" TUBE MULLION • • ••• • • • • • • • • • ••• • • • • ••• P R O D U C T PE K L I V C D I+3liL7L i T 1 D 1. TABLES BELOW GIVE ALLOWABLE PRESSURES FOjt EACH Ti r/B661 l3t�1 tr>a no Es with to 'Ia 11 MULLION AT SPAN & TRIBUTARY DIMENSIONS SHOWN.* • ":9nldij+r 2. MULLION SPAN & TRIBUTARY SPAN ARE DEPIC &DerO 00 + Jl k i I'!� Pei ..st4104 :iota ANCHORS TYPE A, B, OR C 2" x 4" x 1/8" TUBE MULLION "TRIBUTARY SPAN" = W1 + W2 2 CANCHORS TYPE A, B OR C 2" x 6" x 1/8" TUBE MULLION FRANK L BENNARDO, # PE0046549 Z tON �� o1 4 j E ja 0 (1 Z • rnd.m" W= X� >c7 W d CO to W 0 3 2 W m 3 w tit O l0 W W .. 0 LE so a 3. 8 a (�. <° U k • to z a RUF°= 1", O N W OA ix Q E U LL p X U V 0 co 3 fro z 'd Df Q g x 06 -TRA -0004 SCALE; - 1 PAGE DESCRIPTIONt 1 INNOVATION • 8 A 8 0 0 Z N g 2x2x1/8" ALUM. ANGLE #14 S.M.S 2/ ANGLE MULUON • • • • • • • • • • • ANCHORS TYPE "A" • • :•: MULLION 2x2x1/8" ALUM. ANGLE 2 -5/8" LONG MULLION 1.500 MAX. ' 2x2x1/8" ALUM. ANGLE • 'PRECAST CONC. SILL #14 S.M.S W/ 1 -1/2" MIN. EMBED INTO WOOD 1 /ANGLE ' 4 • ••• • • • • • • • • • • • . ' •••• 4 44 a 3/160T cON 1 -1/2" MIN. EMBED 1/ ANGLE • • •• • • • • • • • • • • • ••• • • •• ••• • • • •' • • • • ••• • a #14 S.M.S. 2/ ANGLE NOTCH ANGLE TO MISS MARBLE SILL OR TRIM. • • • • • • • • 0 • • • • • • • • • • • 2x2x1/8" ALUM. ANGLE #14 S.M.S 2/ ANGLE MULLION ANCHORS TYPE "B" MULUON 2x2x1/8" ALUM. ANGLE 2 -5/8" LONG 1.500 MAX, #14 S.M.S W/ 1 -1/2" MIN. EMBED INTO WOOD 2/ANGLE r 4 4 c o- N 44 11/16" 1/8" .TYP. '--1 1/8" } 3" } MULLION CLIP • ALT. TO ANGLES FOR ALL ANCHOR TYPES • THIS CUP SHALL FLOAT INSIDE MULLION (NO SIDE FASTENERS REQ'D) 0 M ANCHORS TYPE "C" MEN . 11:.11, - 2x2x1/8" ALUM. ANGLE #14 S.M.S 3/ ANGLE MULLION MULLION 2x2x1/8" ALUM. ANGLE 3 -5/8" LONG 1.500 MAX. NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY 14" 0 TAPCON .. 1 -1/4" MIN. EMBED 2/ ANGLE CONCRETE OR 'GROUT - FILLED BLOCK CONCRETE OR GROUT - FILLED BLOCK 14° 0 TAPCON 1 -1/4" MIN. IBED, 2/ ANGLE as 0 U ing nviithENEWri)the moms t 14° , /•,rl %i % Expirat10n Da M product 12 IMODUCT IMAMas tealgstries wilds *ea Odds 3'altileg Dodo _ 5 Ei$rts FRANK L BENNARDO, P.E,S # PE0046549 1- U 22 N a b O N U a Z LL O m o a w E J 0 ( • 7 2 cn j 0 a cex 5 a . U 0 . W C' 2 06 -TRA -0004 SCALE: X01 PAGE DESCRIPTION: • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • • •• • • MIAMIOA ••••_ ••� • •• • • • • • BUILDING CODE COMPLIANCE ditiFICEIBCCOg . PRODUCT CONTROL DIVISION o 3 4 4 • ••• • •• 0 • • • • . • • • ••• • • • 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 NOTICE OF ACCEPTAN ;ON,T, O1,) : •::: • • • • • Best Rolling Doors, Inc. • • • • •' 9780 NW 79 Ave. Hialeah Gardens, FL 33016 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: 16'-0" Max. 20 Gage Slat Roll-Up Door. APPROVAL DOCUMENT: Drawing No. 05 -084, dated 05/16/05, with last revision on 09/29/05, titled "16' -0" Max 20 Gage Slat Roll-Up Door", sheets 1 through 3 of 3, prepared by Tilteco, Inc signed and sealed by W. A. Tillit Jr, PE, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door slats under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Miami -Dade County Certified Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the manufacturer shall mail to this office a copy of the Test Reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from that manufacturer that only coils with yield of 80.0 ksi or more shall be used to make panels for Miami -Dade County under this Notice of Acceptance. 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 NOA # 03-0521.06 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Can Font PE. NOA No. 05- 0606.03 Expiration Date: September 2, 2009 Approval Date: January 5, 2006 Page 1 • • ••• •. •• • • • • • • • • • • • • • ••• Best Rolling Doors, Inc. • • • • • • • • • • .'..'. • • • • • • • • • • ••• • • • • • • . • • • • • • .... • • • A DRAWINGS: • • • • • • • ••• ••• 1. Drawing prepared by Tilteco, Inc., titled "16' -0" Max. 20 Gage Slat Roll-Up Door", Drawing No.05 -084, dated 05/16/05 with latest revision on 09/29/05, sheets 1 to 3 of 3, signed and sealed by W. A. Tillit Jr. PE. B TEST: 1 Test report on Large Missile Impact Test per PA 201, Cyclic Wind Pressure Test per PA 203 and Uniform Static Air pressure per PA 202 on "Series: Roll-Up Door; Steel Garage Door", prepared by Fenestration Testing Laboratory Inc., Report No. 2337, dated 11/09/99, signed and sealed by A.P. Gonzalez, PE. C CALCULATIONS: 1 Calculations for attachment of guide to steel or masonry jamb, prepared by Tilteco, Inc. with no date, sheets 1 through 26, signed and sealed by W. A. Tillit Jr, PE on 08/27/99. 2. Revise anchor calculations prepared by Tilteco Inc. on 09/29/05, signed and sealed by W. A. Tillit Jr PE. D QUALITY ASSURANCE: 1. Building Code Compliance Office. 5 • • • • • •• • • • • • • ••• • • • • • • • • • • • • E -1 ••• • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE PAGE • .... • •• ••• •• E STATEMENTS: 1 Code compliance letter, issued by Tilteco, Inc. on 08/27/99, signed and sealed by W. A. Tillit Jr. PE. 2 No- financial interest letter, issued by Tilteco, Inc. on 08/27/99, signed and sealed by W. A. Tillit Jr. PE. 3 Test Compliance letter issued by Fenestration Testing Laboratory, Inc on 12/06/99 signed and sealed by A. P. Gonzalez, PE. 4 Yield Strength compliance affidavit prepared by Best Rolling Door, Inc. on 09/28/05, signed by S. A. Suarez and notarized by M. E. Rivera on 09/30/05. F MATERIAL CERTIFICATION: 1. Tensile Test Report No. ATC 13974.0001 per ASTM A370 on slats material, prepared by ATC Associates, Inc. on 05/24/99 and 10/18/99, signed and sealed by S. E. Black, PE. 2. Tensile Test Report No. ATC 13974.0001 per ASTM A370 on components prepared by ATC Associates on 05/24/99 signed and sealed by S. E. Black PE. do F. Font PE Senior Product Control Examiner NOA No. 05- 0606.03 Expiration Date: September 2, 2009 Approval Date: January 5, 2106 TYP. SLAT Q Is 'C CHANNEL • GUIDE m) o �� 4 OA. ) _ELAN 0.580" , 1 20 GA .03sa PLAT SLAT SCALE : 1/2" M 1 " • • • •• •• •• • • • • • • • • • • • " • ••• Hex Take 1/4 x3/4 � • • • • I IMMO 20 GA / 4 035 • .525' INSULATED • • • • • 1 8'-0" DOOR WIDTH (Max.) ' SLIDE BOLT LOCK ' 1 "x1 /4 1x12 3/16" LONG FASTENED TO ANGLE W/ / 5/181t1 1/2" BOLT & NUT (Typ. FA. SIDE) • TYPICAL DOOR ELEVATION( M T. S. , • • ••• .... " • 0 a 0 O 0 T h • • • • •• • • • • • •• 0.590" / 24 C4 I CLOSURE • • • • • • • • •• • • • .• •• A ' SECTION A -4 ' N. / INSULATION MATERIAL (SEE NOTE 9) v Counter Bolonce Shot ' STOPS Solid Rod / HEAD Ti'P SLAT 0 DETAIL 1//2 (Typ. EA. SIDE) 1YP. BOTTOM BAR ® 1 SLAT . ® CHANNEL CUIDE(ConL) EXISTING STEEL STRUCTURE REQUIRED 24W/ / 1/8" U. WALL ES'S • • 6" O.C.> 1/8" V 3r L 2 "x2 "x1 /8" Cont. WINDLOCK W-7 OR W -2 AT EVERY OTHER SLAT (SEE DETAIL 1/2) • 10" 0.C.> HANNEL GUIDE / / it k\ \ \\ c 5 1/4" Min. G \\\ \ x. 375" Min. \\ \\ \\ 1/8" 3-- <0 B o O.C. [AL / 1.250 " — EXISTING POURED CONCRETE i REOUIRED yp. 1/8" 1 1/4" L rx2 ° x1/8" ConL ( SEE SHEET 3 OF 3 FOR Max. SUP REQ'D TYP. EACH SIDE FOR A GIVEN SIZE DOOR SECTION B — SCALE : 3/8" a 1' ✓ CHANNEL GU1DE(Cont.) Si' SHEET 3 OF 3 FOR ' Max. SUP READ TM. EACH SIDE FORA GIVEN SIZE DOOR , SECTION C —C SCALE : 3/8" - 1 3/4 "0 POWER BOLT W/ 7° Min. EMBEDMENT (SEE OR SCHEDULE NCHO ACING) START FIRST BOLT AT 5' FROM BOTTOM. & 10" 0.C. 1/8" V 1 1/4° \® 70' 0.a WINDLOCCK W -1 OR W -2 AT EVERY OTHER SLAT (SEE DETAIL 1/2) i /1 iIi .NC. \ TJLLJT TESTING & ENGINEERING COMPANY 8.138 N.W..l81h. 9b..13 b8 W 4 59, 3 PL 33118 Phmm t (3050571-1810 .1 r _1871 -18.11 18- 0008719 WALTER. A. 1711T Jr. P. E. FLORIDA LAC. :' 44167 1- ROLLROLL�D0011 SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.O.) HAS BEEN Y VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH 771E 2004 EDITION OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE ABOVE 1. MENTIONED CODE ROLL -UP DOOR'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED / IN ACCORDANCE WITH SECTION 1609.1.4 OF 771E ABOVE MENTIONED CODE AS PER FTL ' REPORT if 2337, PER TAS -201, TAS -202 & TAS -203 PROTOCOLS. , I DES1ON PRESSURE RATING 1.90.0, -90.0 PSF. 2- SLAT TO BE A.S.T.M. A -853 SQ. GRADE 80, WITH 0 -90 GALVANIZING OR STAINLESS STEEL SERIES MANUFACTURED WITH A MINIMUM YIELD STRENGTH OF 80.0 KM. 3- ALL STEEL ANGLES TO BE A.ST.M. A -38 DESIGNATION, SHOP PRIMED AGAINST CORROSION PRIOR TO INSTALLA7TON. ✓ 4- GUIDES & WINDLOCKS TO BE A.S. T.M. A -653 GRADE 50 COLD FORMED STEEL ✓ DESIGNATION, WITH 0 -60 GALVANIZING. / 5- 1100D TO BE 24 GA. A.S T.M. A -6533 DESIGNATION, WITH G -90 GALVANIZING 6- ALL RIVETS TO BE A.LS.I. 1006 STEEL, ZINC PLATED W/46.42 1CS1 MINIMUM TENSILE STREWTH. 7- CONCRETE ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS INC., AND • SHALL BE INSTALLED FOLLOWING ALL OF 771E RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8- ALL WELDING TO CONFORM TO AMERICAN WELDING SOCIETY'S AWS 01.1 REGULATIONS ' USE A.W.S .45.1 OR A5.5 E60XX ELECTRODES MIN. 1/8" FILLET SIZE. 9— INSULATION MATERIAL SHALL BE EPS— EXPANDED POLYSTYRENE INSULATION, ' MANUFACTURED BY APACHE PRODUCTS COMPANY, NOTICE OF ACCEPTANCE 1 01- 1108.09. 10- IT SHALL BE 171E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY T/N4T THE E7(ISTINO STRUCTURE /5 DESIGNED TO SUPPORT Vx AND 4y FORCES AT BOTH JAMBS ' SEE SHEET 3 OF 3, TABLE 1 FOR Vx & tie VALUES. i 11- ROLL -UP MECHANISM NOT PART OF THIS APPROVAL„ BUT SHALL BE 01877.C7ED BY AN INDEPENDENT TESTING AGENCY. / 12- THE CURTAIN (TOP SLAT) /S FASTENED TO THE WHEEL WITH (4)8 1/8" LONG SLATS ' USING ONE 3/8° BOLT & NUT , 13- (A) 7716 PAD. PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT 1.E WHERE 1111 SITE CONDITIONS DEVIATE FROM THE P.A.D. � (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION' OF THIS PRODUCT BASED ON THIS P.A.D. • PROVIDED HE/SHE DOES NOT DEVIATE FROM • THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE ' CONTRACTORS RESPONSIBILITY. (C) 171I3 P.A.D. WILL BE CONSIDERED /NVAUD IF MODIFIED. (0) SITE SPECIFIC PROJECTS SHALL BE PREPARED ' BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME 771E ENGINEER OF RECORD / (E.O.R) FOR THE PROJECT AND WHO WIU. BE RESPONSIBLE FOR THE PROPER USE OF THE PAD. / (E) THIS P.A.D. SHALL COMPLY WITH SECTION 2: 61015 OF 171E FLORIDA ADMNISTRATIVE CODE / ODUCC REVISED 0s complying wft4+ t18 MIAs %i Mistg Cade Areepinece N ® �. D1 F.B.C. (High Velocity Hurricane Zone) 16' -0" MAX. 20 GAGE SLAT ROLL —UP DOOR BEST ROLLING DOORS, INC. 9780 N.W. 79th AVENUE HWFAH GARDENS, FLORIDA 17016 EN ,a teSON1101 MN Bx xe 8 05 J wn DRAWN B!" / L.O. 5 /18/05 DATE 05 -084 . DRAWING No SHEET 1 of 3 1 1/2 °x2 x1 /8"x0' -8° STEEL ANGLE EA. SIDE 3/16W" Cont. FLAT STEEL MR EA. SIDE ✓ • ••• • • . • • • • • • • • /• • HALF SLAT 3/16 "x2 Cont. ASTM A -653 / GRADE 40, 0 -90 GALVANIZED FLAT STEEL BAR E4. SIDE ✓ HALF SLAT 1 1/2x2xl/8x0 -8" STEEL ANGLE EA. SIDE • • ••• • •• •• • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • SECTION X1 ® BOTTOM BAR DETAIL SCALE : 3/8" = la r / EA p / �--- 4.000" • • ••• •• • • • • • • • • • • • • •• • , D) • • •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• •• • • •• • • • • • • • • •• •• 5/16 "0x1 1/2' THRU BOLT • 12 ° 0.C. (2)5/16 ° 00 1/2" M.S. / ® 4 0.C. T STEEL BAR SECTION X2 ✓ BOTTOM BAR (. W/ BRACKET DETAIL SCALE : 3/8" = 1" / 0 HALF SLAT X2 (2)5 /l6 "0xl 1/2" M.S. 4" 0.C. ELEVATION 12.000" BOTTOM BAR J W/ BRACKET / SCALE : 3/8 = 1" / / 5/16 "0x1 1/2 THRU BOLT ® 12 O.C. 0 L .2.20°._1 2.200 " / .750" X1 12.000" 2 017/64" HOLES FOR 1/40(0.2429 RIVETS TYPICAL WINDLOCK W-1 DETAIL SCALE : 3/8" = 1 " 1 "---1 .750 1.875" 3.250" w c 11.375 1 -- / IL EC O {NC. TILGT TESTING & ENGINEERING COMPANY MB PLR S& .10'1. 1 01AD n. a1 l ea P„•,. -1830 . rnr 1 t.3O8)871 -1871 E8- 0005719 FLORID9 Jr. 167 W1 a U2 BOTTOM SLAT DETAIL 1 (ELEVATION) ' / N. T. S. tenon OLD 03 -101 ✓ * 1.125" I� � .625" 3.250" / .500" ✓ TYPICAL WINDLOCK W -2 DETAIL ✓ SCALE . 3/8" = 1" / CHANNEL / GUIDE W -2 AT EVERY OTHER SLAT STAGGERED TO W -1 INCLUDING BOTTOM SLAT. • N a 5/18/06 17/64"0 HOLES - 2 PLACES FOR 1/4 ° 0 RIVETS - W -1 AT EVERY OTHER • SLAT STAGGERED TO W -2 • INCLUDING BOTTOM SLAT. / W -2 AT EVERY OTHER SLAT STAGGERED TO W -1 INCLUDING BOTTOM SLAT. / W -1 AT EVERY OTHER SLAT STAGGERED TO W -2 INCLUDING BOTTOM SLAT. ■ PRODUCT REVISED meow Hitt at Florieks Bad Code AceeiRsoce No 5 • - 03 E7 aat ` 14 l.% �!.; emd®ct Contra Divkion F.B.C. (High Velocity Hurricane Zone) 16' -0" MAX. 20 GAGE SL4T ROLL —UP DOOR BEST ROLLING DOORS, INC. 9780 N.W. 79th AVENUE HIALEAH CSARD£NS, FLORIDA 33016 mSIewa7x ASV. N• J 4 A477 DRAWN 8Y: M.C.V. / LO. 8/16/05 DATE 05 -084 DRAWING No SHEET 2 OF 3 1 MAXIMUM DESIGN LOAD (PSF) ••• • • ,• •••• • O ok • ••C • • • • ... .. .. • • • •' ' • : 6 IA• • (In) 1 - VX (Lb /Ft) (Lb/Ft) ' ANCHOR SPACING FOR Min. Fe g= 3000 psi CONCRETE FOR Min. f c = 4000 psi CONCAVE +80, —80 8' -0" OR LESS 3/16" / 1264 ' 320 12 12" 12' -0" 5/8" ' 1736 " 480 , 11 1/2" 12" 14' —O" • 7/8" ' 1970 ' 560 , 10" 11 " 16' -O" / 7/8 ". 2530 • 640 • 8 1/2" 9" '90, —90 8' -0" OR LESS 3/16" 1525 ' 360 , 12" 12" 12' -0" • 5/8" • 1999" • 540. 10" 11 14' -0" , 7/8" ,, 2250 ' 630 ' 9" 9 1/2" 16' —O" 1 7/8 / 2872 / 720 7 1/2" 8 " • • •.• • • • •.• .•• •• • • • •. •• • • • • • .•• • • • • • • ••• • • • • ••. . •: •:• . yr& Vy REACTIONS k ANCHOR SCHEDULE • • • • • • • • • • • • • • .•• • • • * 3/4 "0 POWER BOLT W/ 7" MINIMUM EMBEDMENT. EXISTING STRUCTURE / IL EC0INC.\ TILLJT TESTING & ENGINEERING COMPANY woo imps; N r e .46A r 71 _ s 12 0 . j unto EB- 0008719 Wi FLORBb L1 4416? E EXISTING STRUCTURE Dole Profited Cetattvi Division F.B.C. (High Velocity Hurricane Zone) 16' -0" MAX. 20 CAGE SLAT ROLL —UP DOOR BEST ROLLING DOORS, INC. 9780 N.W. 79th AVENUE HIALEAH GARDENS. FLORIDA .71018 AM NO anatMi•• 0L0 03-101 .011'W1R CROW" LOAD DIAGRAM LOAD DIAGRAM DNt A11111 5/1 1 . q/a9 / • PRODUCfl' REVISE a9 etattigydatt the Florida Bolding Came eenNo O Expirebo DRAWN en V. / L.Q. 5/14/05 DATE 05 -084 DRAB No SHEET J OF J CITY PY ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ••• • • •• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• • ••• • • •• • • ••• •• • • • • • • • •• • • • • •• • • • • ••• • • • • •• 000 • • • • • • 4 S