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HomeMy WebLinkAboutAPPROVED Calculations and Drawings 1-21-21 - SignedIQI o 4�- Z o rrn :� cn 0 N cn m 0 ca r cn r-j N N mx o co�000 �o z oOD€-Mszm 0 0 Nm C C7CmT1=Z(nZ 0 =000� 0 cc/) 0' z rn a �1 N O m nz C4 ��� m D 0 n0 F- n 0 0 �o O DZZ m C ZONE 5 a=4 ZONE 5 4. O FT — !v CIA a = 4. O FT � �� �G�NS�c°•.•�i /yam 2�,376 r OF • 7l a 4 "S/O N A®``��ti�°� +zaraa�t Q r"I _ II 0 -p,-Z _am WE 19 n Digitally signed Irving by Irving Abcug Date: Abcug2021.02.10 11:47:51-05'00' �€ PHfLLIP MICKELSON-102 - IAENGINEERING & DESIGNS, INC. z CdNSULTING ENGINEER R € _ . e 19 LAKE VISTA TRAIL 8421 SIOUANO STREET ° l b i 4 PHO Eo�Enc� -0eAGRiona3azx -'� PORT SAINT LUCIE, FLORID FA%; 561143a3105 ` r U) v C� Cn � Crt NJ —` #ii C r OZ Z Z C n (.n Cn Cn CAI G7 G) N N � CD N N CIS N N Cr! fv fv 0 m 0 0 0 cn cn �j crl cn N') M z cn 4�-' u u ul CA _ Z 00Lo(D00�Im o rn 0 x z Q x O 0 0 E E 0 0 0 M z CCpp4=ccm 0 orrm--mwm0 mmoommmC ccoocc(-- zzoozzz C-)0G-) P��4- 4�- Po z m (A C,4 CAI CA CA C,s (A �,ocncnm NNCnCo-0b ' CA 00cocDCnCnm CA M m CA CA LEI CA CA CA C.i z C �I v C,a 00 00 cD C) m Co 00 �l Co � -P Cn -u -0 -0 -0 -0 -0 - C w cn cn In W cn (n m E �� . • a �4 Ali ®�* 0 ® J�. �c,�rvs�•• Di ned gitall si Y g ` No.23376 Irvin g by Irving Abcug Z Date: 2021.02.10 •°� STATE OF °•4j= Abcug 11:48:33-05'00' fir•°• �Lr�����?.._`,.��'� _ AN 2 1 °W')i Af��ABf994��1��e PHILLIP MICKELSOW 102 s LLB= IA ENGINEERING & DESIGNS, INC. CONSULTING ENGINEER 19 LAKE VISTA TRAIL PORT SAINT LUCIE, FLORIDA RW 8427 61 ANC S ETIDAM472 BoYWONBEA H, FLO F;ONE7t; >m01 a7 {7 r ;u p a: — m 0 o D o O © ii o z p � rn $ 1 * Lo. r- m rn m o>� D 0 n 0 aoZLCOCr7- �����:���•�� s�®•.����,; �Cs9.OBr��9R�A�9��aB��c�d�eA•6d '9 e rn> hoo PHlLLI P M ICKELS4N - 102 � IA ENGINEERING a DESIGNS, INC. x r I1 CONSULTING ENGINEER Vi J 19 LAKE V I STA TRAIL e°n SI;I�AN° STREET n BOYN70N BEACH. FLO1210A33972 � W- HaNE,t�a PORT SAINT LUCIE, FLORIDA � Phillip & Lucille Mickelson - Apt. 102 19 Lake Vista Trail Port Saint Lucie, Florida 34952 Shutter Wind Loads (ASCE 7-10) Wind Velocity (mph) Importance Category Mean Height of Roof (ft) Length of Short Side (ft) Building enclosure Slope of roof (Degrees) Shutter Area (it"2) Negative internal pressure Positive internal pressure Alpha Zg Exposure coefficient (Kz) Importance Factor 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 160 2020 Florida Building Code 11 22.5 Use ASCE 7-10, for h<=60ft only 40 Enclosed 14.04 0 -0.18 0.18 C 9.5 900 0.92 Kz (from ASCE 7-10,z>=15 ft) 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 Jweg uesign rressure (psr) -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 or '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): 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 Lldel= 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 -37.28 PSF Irving Abcuq Digitally signed by Irving Abcug Date: 2021.02.10 11:49:47-05'00' � NS.E. 28376 � e J..0 Q i 2g376 ° e _ e CV �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 r vi ng oW it l p "lle�®a h 2021.02.10 f� J�•'�`c�sF••'aG� -/� IJ g 11:50:12-05'00' ¢-: No. 37C �_ *o o `0• STATE OF o Q j q �ui�^13g8A Digitally signed by Irving Abcug Date: