Loading...
71 NE 97 St (7)Tom Marinos, P.E. 800 NE 199"" Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CIVILENGTM@mindspring.com PROJECT: 1 16UTDY Nil 0 UPt4 &rbT) iTiO0 FrA, 1)1614- LL m 4 (33f D1,0°- 15 p`)F SA 1,3 1 ? A10 1.,OAIDS% pro 2 - \koe,000 pa r LT e10 hz Di " 1,/ v p5t). l ® o (0,171n t 001,7 1/4)(15) 6112 i Order No: 9 3 I Engineer. T(t Check: r 61r1 ( , Data. Toni Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CIVILENGTM@mindspring.com PROJECT: BO�i� WOlJtd . pit)D O fl�, ooF Le 1. , I , b . reh)ol-ii Lati-Ts,', 5-0 p$f..., 41tte, m4,9 6x2: = too t 100 ‘7/ ppt. pro 1 / 6 .1t. 1,S s- C,5 3 (s Ult.& 1) 56 `: ) /2; 13 19, E 60 0®0r t. Vt(l‘C))t GIs d Pdoosz Cry st+EprZ V_ loo og off/ ° A R1,161 A2tf l o €', , sZln' I g ,25 - 1r,� Order No: / fi-/ Engineer:_ Check:_ ty1 Date:: s/� .o/ Torn Marinos, P.E. 800 NE 199"' Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CMLENGTM @mindspring.com PROJECT: gt?DO/ M004 Pff7Dr l Order No: 98 0 6-3 Engineer. - rr Check:_' T) Dater® —ra 1 'Tom Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CMLENGTM @mindspring.com PROJECT: (301 t 'i a10k »K A 1) ►1 m, et to -° 100 5 p ro a L (1,c) ( 143 Its g. i boo ooc7 p$c: 1,11,1,r- c 5 5 / d tOkfrt S.CS act ,54 Si Order No: / MO T Engineer: — f �1 Check: Date: — d -D f Torn Marinos, P.E. 800 NE 199"' Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E - Mail: CNILENGTM@mindsprin9.com PROJECT: So D AJp t)Pt4 PrZ D i 1IDI- U31 OD Lo P S 10/3 Ga 2 3 GC.? c ic . )c <33 A gy = 4SZ 5 -- 166 - 5 - Engineer. 'rrl Check: Dater 0 Order No: Toni Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CIVILENGTM @mindspring.com PROJECT: P ODP ' K1t OA „ )Drii0 flArg 14) Mk 066,147 ± 1:41 12, z z p) E. 6Se prtr u a`', ep /NI tc Lot. /032 ' l f Order No: C hq /66 - Engineer. r r() Check: - N) Date: - -k - 2) � co f� 7/13/01 STRUCT Ver. 1.0A TM (c) 2000 MASONRY WALL DESIGN Axial Load height MASONRY +NALL INPUT PARAMETERS Axial Applied Load = 1032 pif, Moment Applied Load = 864 lbs -f//ft Effective Wall Height = 12.00 feet, Wall Thickness = 7.625 inches Vertical Reinforcement Provided: #5 @ 32" o.c. Area of Steel =0.120 sq.in. per 12 inches of wall length, Effective Depth =3.812 inches fm = 1500 psi, fs = 24000 psi STRESSES INCREASED DUE TO WIND LOADING by 33% SPECIAL INSPECTOR REQUIRED FOR MASONRY COMPUTED PARAMETERS Rho= 0.0026, k= 0.306, j= 0.898, n =25.8 . APPLIED STRESSES AXIAL COMPRESSIVE MASONRY STRESSES = 11 psi FLEXURAL COMPRESSIVE MASONRY STRESSES = 432 psi VERTICAL TENSION STEEL STRESSES = 25239 psi ALLOWABLE STRESSES AXIAL COMPRESSIVE MASONRY STRESSES = 273 psi FLEXURAL COMPRESSIVE MASONRY STRESSES = 500 psi COMBINED AXIAL AND FLEXURAL MASONRY /STEEL STRESSES Applied MASONRY UNITY = 0.91, Limiting UNITY = 1.33 Applied STEEL UNITY = 1.05, Limiting UNITY = 1.33 7/13/01 STRUCT Ver. 1.0A TM (c) 2000 MASONRY WALL DESIGN Axial Load height wid MASONRY MALL INPUT PARAMETERS Axial Applied Load = 750 plf, Moment Applied Load = 600 Ibs -ft/ft Effective Wall Height = 10.00 feet, Wall Thickness = 7.625 inches Vertical Reinforcement Provided: #5 @ 48" o.c. Area of Steel =0.078 sq.in. per 12 inches of wall length, Effective Depth =3.812 inches I'm = 1500 psi, fs = 24000 psi STRESSES INCREASED DUE TO WIND LOADING by 33% SPECIAL INSPECTOR REQUIRED FOR MASONRY COMPUTED PARAMETERS Rho= 0.0017, k= 0.256, j= 0.915, n =25.8 APPLIED STRESSES AXIAL COMPRESSIVE MASONRY STRESSES = 8 psi FLEXURAL COMPRESSIVE MASONRY STRESSES = 353 psi .VERTICAL TENSION STEEL STRESSES = 26468 psi ALLOWABLE STRESSES AXIAL COMPRESSIVE MASONRY STRESSES = 284 psi FLEXURAL COMPRESSIVE MASONRY STRESSES = 500 psi COMBINED AXIAL AND FLEXURAL MASONRY /STEEL STRESSES Applied MASONRY UNITY = 0.73, Limiting UNITY = 1.33 Applied STEEL UNITY = 1.10, Limiting UNITY = 1.33 Tom Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E - Mail: CMLENGTM @mindspring.com PROJECT: 5UD7*( 000 fonfi � OId po 4 cv, fln ui 4 u ) 1 km TA = 21, C. ; r, i)Priq elCP. GC p (, c p : sf-) o, --1-A0 — Order No: ci td- 6 Engineer. 0 Ch •1 l Date: eck: "� 10 °® Torn Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E - Mail: CIVILENGTM @mindspring.com PROJECT: LOS - bectArA Uea To t t ) 1 90 jo c /a IS %; Ay 2 .0 P ib f� ia br- 01. (1,cfro,37rio pf. , oc‘ 1.33 43 25z- Zt 4 pl vc6 Sac a /039 v ,e /4) p � 4io44. /r)) 44 Pf V, . usF 205 Order No: / P U % m �� Engineer. _ Check: TN) l Date: g7 -O Toni Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CIVILENGTM@mindspring.com PROJECT: BODDI' kjOtAW ADD rfi P-I °g am . s2 A-1. u 0 P(D .., 4 = ?4,0pif (wftc,), 2-O p (10,044,d, 6o pl,c- (Roan 520 i i s o 6 p r ) . 44- 2) 07 SO Coc 6/2 S)) 6 ,15'' s,46015 off) — 01E5 74q ° ® + H 352 uc6 ?ft-C h® uan 0)e13 vr . Order No: 96 -1 -1 Engineer Check: T Date: - /() —Q Tom Marinos, P.E. 800 NE 199 Street, Suite D108 North Miami Beach, Florida 33179 Tel: (305) 651 -2578 Fax: (305) 651 -2578 E -Mail: CIVILENGTM @mindsprin9.com PROJECT: 2113-I P _ t v, s't.i)(-S3.c7; PU►7ITl d 1 0 0 14 (bed) 2 Qp4 .- (e..000 3c0 Xitt5S d ip +4)/b1 P� u 0 3 1(i g Z. 1 S Order No: ` G 1 66 -( Engineer: '] Check: 'r/n Date:. Q-