3512 Malachite Dr - Laserfiche WebLink

Browse Search

ENGINEER'S NOTES: 1, DESIGN WIND SPEED; 140 MPHult / 110 MPHascd , 3 sec gust PER ATC HAZARDS BY L❑CATI❑N 2. RISK CATEGORY PER FBC 2020 7TH EDITI❑N Table 1604.5 ; II 3, EXPOSURE CATEGORY = 'B' 4. INTERNAL PRESSURE C❑EFFICIENT = +/- 0.18 (ENCLOSED BLDG) 5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-161 FIGURE 30.4-1 WITH LAMDA FACTOR = 0,82 HIP ROOF ROOF ZONE 1 (20)SF: +12/-21 psf ROOF ZONE 2e (10)SFi +13/-32 psf ROOF ZONE 2r (10)SF; +13/-32 psf ROOF ZONE 3 (10)SF: +13/-32 psf WALL ZONE 4 (20)SF; +18/-20 psf WALL ZONE 5 (20)SFi +18/-24 psf 6, ROOF LIVE LOAD: 20 psf ROOF DEAL L❑AD; 15 psf 3/12 PR (2) 60" X96" WITH WIND❑W 0 GENERAL NOTES C❑NSTRUCTI❑N TYPE: 5-B ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY STRUCTURES. ASTM C270-12a, C90-06b & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITI❑N, AND ALL ACC❑MPANYING SUPPLEMENTS, ASCE 7-16 FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7th ed, (2020) 'MANUAL OF STEEL C❑NSTRUCTI❑N, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL C❑NSTRUCTI❑N, (AISC) 13TH EDITI❑N, "DESIGN SPECIFICATI❑N FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14, 2 SH 24 DESIGN ; ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE ACI 530-16, ASCE 5/TMS 402-16 & ACI 5301-13, ASCE 6/TMS 602-16 SPECIFICATI❑NS FOR MASONRY. STRUCTURES, ASTM C270-12a, C90-06b & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITI❑N, AND ALL ACC❑MPANYING SUPPLEMENTS, PLYWOOD DESIGN SPECIFICATI❑NS (APA) FLORIDA BUILDING CODE (FBC) 7th ed, (2020) AND FLORIDA BUILDING CODE 7th ed. RESIDENTIAL (FBCR) ASCE 7-16 12'-4" SH 24 Ti I 3 5' X 3 cnm N ClJ a O M -i O Ga I'D Z = cu _ r ry � d 3 W/D 3' P D RECESS iRECESS 3068 3068 3' F11010ATT ll_�_,'LIE,'VATION N 0 T E ; STRUCTURAL_ DESIGN REQUIRES ALL DOORS AND WINDOWS TO BE FLORIDA APPROVED AND RATED FOR INDICATED DESIGN PRESSURES AND SPECIFIC BRANDS TO BE DETERMINED BY ❑\A/NER AND C❑NTRACT❑R NOTE; DOOR AND WINDOW MANUFACTURER TO PROVIDE RATING CERTIFICATI❑N FOR THEIR PRODUCTS INDICATING DOORS WILL WITHSTAND THE PRESSURES RESULTING FROM INDICATED WIND SPEED (3 SEC GUST) (NOTE, DOOR AND WINDOW MANUFACTURER TO PROVIDE (INSTALLATION INSTRUCTIDNS FOR THEIR PRODUCT SUCH THAT WHEN INSTALLED PER THEIR INSTRUCTIONS THE RATED PERFORMANCE WILL BE ATTAINED. 1 2 2 3/12 12 — SH 24 00 I z LEIFT J�Llv_VATIOAV RUGHT IE'L_ V"-'-,-'VA TIO 1\1 Q F, I L - E A V A T 10 N N ' s:s <1 D.W.SMITH,M.S.,P.E.#53608 FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 PROJECTS ENGINEERING CONSULTANT 9909 WALLAST❑N DRIVE-DADE CITY, FLORIDA 33525 PHONE: ( CELL) 813-469-2289 E-MAIL: dwsftpe@eo.rth(ink.net SCOPE OF WORK 12'X42' SHED: SH 24 7, ALL WORK SHALL. COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL. ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE I MAR 2 2 Z023 ITY OF ZEPHYRHI PLAN EXAMINER PARCEL: 24- 26- 21- 0040- 00000-1320 PAUL A SHOLAR 3512 MALACHITE DR ZEPHYRHILLS, FLORIDA ELEVATIONS SHEET OF FLOOR PLAN 1 of 4 NOTE: CONTRACTOR TO INSTALL DOORS AND WINDOWS ACCORDING IT❑ MANUFACTURER'S INSTRUCTI❑NS, I hereby certif y that I have reviewed this plan and f ound it to be in compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition David W, Smith, P.E. #53608 RICK GOLLHARDT — DRAFTSMAN PHONE:(CELU 813-781-3651 E-MAIL: rgollhardt@tamj SCALE DO NOT SCALE DESIGN/DRAWN rr, corl R. GOLLHARDT DATE 26 FEB 2023 CHECKED D.W.S.PE 2023-0129