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<br />i I I- l' I' I -j- 1' 1+111! u 'I'i III--1-
<br />ENGINEER'S NOTES:
<br />1, DESIGN WIND SPEED; 140 MPHult / 110 MPHasd , 3 sec gust
<br />PER ATC HAZARDS BY L❑CATI❑N
<br />2, RISK CATEGORY PER FBC 2020 7TH EDITI❑N Table 1604,5 1 II
<br />3. EXPOSURE CATEGORY = 'B'
<br />4, INTERNAL PRESSURE C❑EFFICIENT = +/- 0.18 (ENCLOSED BLDG)
<br />5, COMPONENTS & CLADDING DESIGN PRESSURES PER ASCE 7-16;
<br />FIGURE 30,4-1 WITH LAMDA FACTOR = 0.82
<br />HIP ROOF
<br />ROOF ZONE 1 (20)SF; +12/-21 psf
<br />ROOF ZONE 2e (10)SF: +13/-32 psf
<br />ROOF ZONE 2r (10)SF; +13/-32 psf
<br />ROOF ZONE 3 (10)SFi +13/-32 psf
<br />WALL ZONE 4 (20)SF; +18/-20 psf
<br />WALL ZONE 5 (20)SF: +18/-24 psf
<br />6, ROOF LIVE LOAD: 20 psf
<br />ROOF DEAL L❑ADi 15 psf
<br />GENERAL NOTES
<br />C❑NSTRUCTI❑N TYPE: 5-B
<br />ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530,1-13, ASCE 6/TMS 602-16
<br />SPECIFICATIONS FOR MASONRY STRUCTURES,
<br />ASTM C270-12a, C90-0610 & C91-05 SPECIFICATI❑NS FOR MASONRY STRUCTURES
<br />NATI❑NAL DESIGN SPECIFICATI❑NS (NDS) FOR WOOD C❑NSTRUCTION, 2015 EDITI❑N, AND ALL
<br />ACCOMPANYING SUPPLEMENTS, ASCE 7-16
<br />FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7th ed, (2020)
<br />"MANUAL OF STEEL C❑NSTRUCTI❑N, ALLOWABLE STRESS DESIGN", BY THE AMERICAN
<br />INSTITUTE OF STEEL C❑NSTRUCTI❑N, (AISC) 13TH EDITION,
<br />"DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE
<br />TRUSS PLATE INSTITUTE TRI1-14,
<br />DESIGN
<br />ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16
<br />SPECIFICATI❑NS FOR MASONRY STRUCTURES,
<br />ASTM C270-12a, C90-0610 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES
<br />NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD C❑NSTRUCTI❑N, 2015 EDITION,
<br />AND ALL ACC❑MPANYING SUPPLEMENTS,
<br />PLYWOOD DESIGN SPECIFICATIONS (APA)
<br />FLORIDA BUILDING CODE (FBC) 7th ed, (2020) AND
<br />FLORIDA BUILDING CODE 7th ed, RESIDENTIAL (FBCR)
<br />ASCE 7-16
<br />THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS UPON THE INTERACTION OF VARI❑US
<br />CONNECTED COMPONENTS, PR❑VIDE ADEQUATE BRACING, SH❑RING AND ANY OTHER TEMPORARY SUPPORTS
<br />AS REQUIRED TO SAFELY COMPLETE THE WORK,
<br />ALL WINDOWS AND DOORS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS
<br />TO RESIST THE WIND LOADS INDICATED AND TO MEET OTHER CODE REQUIREMENTS FOR
<br />AIR AND WATER INTRUSION, FOR BUILD-UP DOORS) WINDOWS OR ACCESSORIES
<br />PERMANENTLY ATTACHED THROUGH THE BODY OF THE MATERIAL BEING FASTENED USE
<br />#10 WOOD SCREWS PENETRATING INTO THE ROUGH FRAMING MENBER AT LEAST 2" @ 12"
<br />ON CENTER, OR MASONRY ATTACHMENTS USE 3/16" X 1" EMBEDMENT "TITAN" OR "TAPC❑N"
<br />HEX HEAD MASONRY ANCHORS @ 12" ON CENTER,
<br />WINDOW AND DOOR MANUFACTURERS TO PR❑VIDE CERTIFICATION/RATING THAT THEIR WINDOWS AND DOORS
<br />WILL WITHSTAND THE PRESSURE RESULTING FROM THE SPECIFIED DESIGN COMPONENTS AND CLADDING WIND
<br />PRESSURE AND PR❑VIDE INSTALLATION INFORMATION WITH THEIR PRODUCTS.
<br />CONTRACTOR TO INSTALL WINDOWS AND DOORS ACCORDING TO INSTRUCTIONS SUPPLIED BY MFGR AND HAVE
<br />MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION FOR REVIEW BY THE
<br />BUILDING INSPECTOR,
<br />ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED
<br />PR❑VIDE TEMPERED GLAZING IN ACCORDANCE WITH FBC FOR GLAZED, SLIDING, FIXED AND
<br />SWING DOORS, ALSO SHOWER ENCLOSURES AND ALL GLAZING WITH 24" OF ALL DOORS, ALL
<br />GLAZING 9.0 SQ FT OR GREATER, OR LESS THAN 18" A,F,F, SHALL BE TEMPERED, (FBC R308,4)
<br />ALL EGRESS WINDOWS FROM SLEEPING ROOMS SHALL HAVE A MINIMUM CLEAR ❑PENING
<br />OF 5.7 SQ, FT, (MIN ❑PENING SIZES = 2'-0" X 1'-8 SILL @ 44" A.F,F, MAX)
<br />GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL FIELD DIMENSIONS,
<br />CONTRACTOR IS TO VERIFY ANY STRUCTURAL
<br />OR CODE REQUIREMENTS PRIOR TO C❑NSTRUCTI❑N, AND TO BUILD ACCORDINGLY,
<br />CONTRACTOR TO VERIFY DIMENSIONING PRIOR TO C❑NSTRUCTI❑N AND TO
<br />NOTIFY OWNER & ENGINEER FOR ANY DIMENTI❑NAL CORRECTIONS PRIOR
<br />TO C❑NSTRUCTI❑N,
<br />NOTE:
<br />R314,2,2 ALTERATIONS, REPAIRS AND ADDITIONS, WHEN ALTERATIONS, REPAIRS OR ADDITIONS
<br />REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN
<br />EXISTING DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS LOCATED
<br />AS REQUIRED FOR NEW DWELLINGS,
<br />CONTRACTOR TO INSPECT AND INSURE THAT EXISTING HOUSE HAS SMOKE & CO DETECTORS AT EACH BEDROOM AND
<br />AND OUTSIDE BEDROOMS WITHIN 10 FEET OF SLEEPING AREAS TO BE IN COMPLIANCE
<br />N = -7 = 1
<br />STRUCTURAL_ DESIGN REQUIRES
<br />ALL DOORS AND WINDOWS TO BE FLORIDA APPROVED AND
<br />RATED FOR INDICATED DESIGN PRESSURES AND
<br />SPECIFIC BRANDS TO BE DETERMINED
<br />BY ❑WNER AND C❑NTRACT❑R
<br />NOTE: DOOR AND WINDOW MANUFACTURER TO PROVIDE RATING
<br />CERTIFICATION FOR THEIR PRODUCTS INDICATING
<br />DOORS WILL WITHSTAND THE PRESSURES
<br />RESULTING FROM INDICATED WIND SPEED (3 SEC GUST)
<br />NOTE: DOOR AND WINDOW MANUFACTURER TO PROVIDE
<br />INSTALLATION INSTRUCTIONS FOR THEIR PRODUCT
<br />SUCH THAT WHEN INSTALLED PER THEIR
<br />INSTRUCTIONS THE RATED PERFORMANCE WILL
<br />BE ATTAINED,
<br />cu
<br />EXISTING STRUCTURE
<br />FLOOR PLAN
<br />E EXIST
<br />PEN ING
<br />19m.,
<br />3-01 1 1-7,-2„
<br />5' BF
<br />BEDROOM
<br />v-
<br />V-5
<br />EXISTING
<br />ATTIC
<br />ACCESS
<br />M
<br />0
<br />STORAGE
<br />EX
<br />-----------------
<br />22.�I
<br />FRONT ELEVATION
<br />SCOPE OF WORKS REMOVE EXISTING GARAGE DOOR C\
<br />ADD NEW BEDROOM AND STORAGE AREA J'
<br />FILL IN GARAGE DOER AREA AND ADD NEW ,
<br />EGRESS WINDOW WITH 5' FRENCH DOOR _
<br />AREA'S
<br />LIVING
<br />STORAGE
<br />TOTAL AREA
<br />EXISTING
<br />PANEL
<br />C
<br />� I
<br />7R iN� F cir FO�TRIc G141c r✓�1I y pR
<br />�Es ��pc � 6� , t/Ak/Nc
<br />s
<br />200
<br />284
<br />484 S.F.
<br />PARCEL: 15— 26— 21— 0160— 00000— 0400
<br />D.W.SMITH,M.S.,P.E.#53608 BOWMAN PATRICIA
<br />FLORIDA PROFESSIONAL ENGINEER LICENSE NUMBER 53608 4 616 WISTERIA DR
<br />PROJECTS ENGINEERING CONSULTANT ZEPHYRHILLS, FLORIDA
<br />P909 C13 0N89 I VE—DAD CITY, tatHONN:(ELL)84692E-MAL: wsfflp@earhnkn ELEVATIONS SHEET OF
<br />FLOOR PLAN 1 OF 4
<br />SCALE DATE JOB NO,
<br />DO NOT SCALE 1 JUN 2023
<br />2023-0514
<br />DESIGN/DRAWN CHECKED
<br />. rr, core R. GOLLHARDT D.W.S.PE
<br />NOTE: CONTRACTOR TO INSTALL DOORS AND WINDOWS ACCORDING
<br />TO MANUFACTURER'S INSTRUCTIONS,
<br />I hereby certify that I have reviewed this plan and found it to be in
<br />compliance with ASCE 7-16 and the Florida Building Code 2020 7th Edition
<br />David W, Smith, P,E, #53608
<br />RICK COLLHARDT — DRAFTSMAN
<br />PHOND (CELU 813-781-3651 E-MAILI rgollhardt@tarp
<br />
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