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HomeMy WebLinkAboutAPPROVED Calculations and Drawings 1-21-21 - Signed ZONE 5 a=4 ZONE 5 4.O FT - !v CIA a=4.O FT Q Q nt 110 ll O z m 0 m z r A, � c = z � 0 r �€ 0 0 0 r z c � t� O 0 r 0 m ;u m r 0 z °m° cn cn l o 0 m 0 N m O N ;U 0 0 Lo m 0 ca r cn mx o c0000 � � mm0onm ocn — � 0 N m C C7 ImT1 Z Cn z m ---1 5 11 0 = OO o :p� 0 cc/) 0 ' z rn 0 �1 N O m m m m y M n Ile o z �� �� �asF°o.,�� Digitally signed �� ° Irving • so, 7� by Irving Abcug Date: >� a�OF • cL� Abcug 2021.02.10 11:47:51 -051 001 e/ONP, ��7 araa� P.E. #2 IA ENGINEERING DESIGNS,INC. all PHILLIP MICKELSOW 102 CONuLTING ENGINEER R € _ e 19 LAKE VISTA TRAIL B421 SIOUANO STREET °l b i 4 PHONE(VA)Z5-0eAGRiona�azx -'� PORT SAINT LUCIE, FLORID � FA%;156114f33108 � �` C r U) v � Cn � Crt NJ #TI r Z Z C1i Cn Cn Cn C4 OZ G7 G) N N E CD N N M 0 N N Crs fv fv 0 0 0 cncnK) NJCnCnrQx M z cn 4�-' cn u �6 cn cn CA _ z 00Lo (D00 � m o C-'_ rn z 0 x Q x O OCJW (AC700 0 0 E E 0 0 0 M z C C p p C c c m mmoommmC c c O o c c c zzoozzz -P � � 4- � -Plozm (A C,4 CA (A CA C,s Gs — ocnolmm NNLnCoOb -P () 0 0 co cD cn Cn m CA cn cn m cn cn cn to m C J (A CA CA CA CA c,i z C �I v (A 00 OD CO m rn Co 00 �1 Co -P- -P cn -u -0 -0 -0 -0 -0 - C w cn to (4 W ca cn m E ® J�. �c�rvs�•• Digitally signed Irving g Y g ` by Irving Abcug No. Date: 2021.02.10 • srA OF °• = Abcu g 11 :48:33 -05'00' PHILLIP MICKELSOW 102 0 = IA=ENGINEERING GENGN&RESIG�3S,lNC. � x19 LAKE VISTA TRAIL TREET.FL4IRIQAM4]2 PORT SAINT LUCIE, FLORIDA - 4us m 9 m 01 {7 r ;u ° a:— m 0 o D O © ii o z O C/) m $ 1 * Lo. r- m m o > v D 0 n O mzv � � r— pD ©—i 0 �~ O mC o m Um c r- m -n o � O C m � z �o m oO m -0 zm o co X0 rn m D 0 D m r v O -q 0 r- D D O m cn v cf) v v zo � c Z O m0 z O a 0 rTl 'z' ',,C,ENS�c•6 �:• No. 376 o r Dig Ily signed rvin by Ir ing Abcug '° Are°� e Date. 2021.02.10 0� •.�COR���' :57 -05'00' sSior� P.E. A� E_ 76 IA PHILLIP MICKELSON - 102 CONSULTING DESIGNS,INC. x r I1 ;m CONSULTING ENGINEER Vi J _ 19 LAKE VISTA TRAIL N" e°n SI�I�AN°STREET n BOYNTON BFACN.FLCRl0A33472 W (FH PORT SAINT LUCIE, FLORIDA NE--aMJ)41 FA%�`+0114133,09 IA Engineering and Designs, Inc. Consulting Engineers 8427 Siciliano Street Boynton Beach, FL 33472 Telephone: (954) 984-4646 Fax: (561)413-3109 PE#28376, CA#30113 SI #1121 Phillip& Lucille Mickelson -Apt. 102 19 Lake Vista Trail Port Saint Lucie, Florida 34952 Shutter Wind Loads (ASCE 7-10) Wind Velocity(mph) 160 2020 Florida Building Code Importance Category 11 Mean Height of Roof(ft) 22.5 Use ASCE 7-10, for h<=60ft only Length of Short Side(ft) 40 Building enclosure Enclosed Slope of roof(Degrees) 14.04 Shutter Area (ft"2) 0 Negative internal pressure -0.18 Positive internal pressure 0.18 C Alpha 9.5 Zg 900 Exposure coefficient(Kz) 0.92 Kz(from ASCE 7-10,z>=15 ft) Importance Factor 1 Velocity Pressure (psf) 51.50 qz=.00256KZV2IKd (Kzt= 1.0 and Kd= 0.85) Pressures below are pmax=0.6 x ultimate design load in accordance with ASCE 7-10 Window Number 1 2 3 4 5 6 7 Distance from Corner to End of Type 5 Area (ft) 4 Window within Type 5 area FALSE FALSE FALSE FALSE FALSE FALSE FALSE Window/Door Height (ft) 3.1458333 4.1666667 4.1666667 6.5833333 6.5833333 5.1875 5.1875 Window/Door Width (ft) 3.0104167 4.3541667 4.3541667 15.9375 11.9375 5.0208333 5.0208333 Window/Door Area 9.47 18.14 18.14 104.92 78.59 26.05 26.05 Positive GCp 1.000 0.954 0.954 0.820 0.842 0.927 0.927 Adjusted Positive GCp 1.000 0.954 0.954 0.820 0.842 0.927 0.927 If-osifive esign ressure . Negative GCp -1.100 -1.054 -1.054 -0.920 -0.942 -1.027 -1.027 Adjusted Negative GCp -1.100 -1.054 -1.064 -0.920 -0.942 -1.027 -1.027 eg Design Pressure ps -39.55 -38.14 -38.14 -33.98 -34.67 -37.28 -37.28 Digitally signed Irving by Irving Abcug Date: � Abcug 2021 .02.10 1 1 ®° E. A s 11 :49:24 -05 00 OF WZ ® 9 iieoaa IA Engineering and Designs,Inc. Consulting Engineers 8427 Sidliano Street Boynton Beach,FL 33472 FAX:(561)413-3109 TEL:(954)984-4646 PE#28376,CA#30113,S1#1121 WINDOW AND DOOR MULLION DESIGN CLIENT: Phillip &Lucille Mickelson-Apt. 102 19 Lake Vista Trail Port Saint Lucie, Florida 34952 OPENING DIMENSION (1). WIDTH: 6025 IN. X HEIGHT: 62.25 IN. OPENING DIMENSION (2): WIDTH: 6025 IN. X HEIGHT: 62.25 IN. MULL DIRECTION VERTICAL (VERTICAL OR HORIZONTAL) MULLION LENGTI 6225 IN. DESIGN PRESSURE (1): -37.28 PSF DESIGN PRESSURE(2): -37.28 PSF PRESSURE LOAD ON MULLION: W= 187.2 PLF MAXIMUM MOMENT IN MULLION: M= 629.6 FT-LB MAXIMUM SHEAR IN MULLION: V= 485.5 LB END ATTACHMENT IS SHEAR OR TENSION TO WALL: SHEAR TRY SPECIAL HEIGHT 1= 0 €N"4 SECTION:#OF WEBS= 0 x 0 S= 0 INA3 HEIGHT WIDTH THICKNESS TRY SECTION: TUBE 4 x 1 x 0.125 1= 2.04INA4 S= 1.02INA3 LGTH= 4IN THK= 0.125 IN MATERIAL: ALUMINUM 6061-T6 Fb= 19000 PSI E= 10100000 PSI Fs= 12000 PSI Udel= 360 fb= 7417 PSI OK FOR BENDING fs= 485 PSI OK FOR SHEAR del= 0.148 IN OK FOR DEFLECTI Udel= 420 USE: TUBE 4 x 1 x 0.125 Digitally signed Irvingby Irving Abcug Date: Abcug2021 .02.10 11 :49:47 -05'00' ��4�y�fl9&9dIBp6 ��Ns��•cc� ER 28376 � e J . .0 Q i 2g376 ° e _ �y;�•., LOR! �o IA Engineering and Designs,Inc. Consulting Engineers 8427 Siciliano Street Boynton Beach,FL 33472 FAX:(561)413-3109 TEL:(954)984-4646 PE#28376,CA#30113,SI#1121 CLIENT: Phillip& Lucille Mickelson-Apt. 102 19 Lake Vista Trail Port Saint Lucie, Florida 34952 FASTEN WITH: 1/4" DIA. CRETE-FLEX SS4 MASONRY Ps= 450 LB/FASTENER NUMBER OF FASTENERS/SIDE= 2 1/4" DIA. CRETE-FLEX SS4 MASONRY SCREWS W1 1 3/4"EMBEDMENT INTO CONCRETE HEADER AND SILL Digitally signed Irvingby Irving Abcug Date: b 2021 .02.10 � Jam•'�`c�f�sF••. G��A g 11 :50:12 -05'00' ¢-: No. 37C � _ `0 ° STATE OF o 1L a �y GC• °• 'c(O Ft\O• ' \�� �ui�^13g8A