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h 1�1 0 a ENGINEER'S NOTES ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES. BUILDINGS OR STRUCTURES SHALL CONFORM TO 2017 FBC 6TH, EDITI❑N BUILDING. AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS FOR NEW C❑NSTRUCTI❑N WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PR❑VISI❑NS EXCEPT AS REQUIRED BY CHAPTER 10. WHERE AN ADDITI❑N IMPACTS THE EXISTING BUILDING ❑R STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE. CREATI❑N OR EXTENSI❑N OF NONCONFORMITY, AN ADDITI❑N SHALL NOT CREATE OR EXTEND ANY N❑NC❑NF❑RMITY IN THE EXISTING BUILDING TO WHICH THE ADDITI❑N IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. ASSUMED S❑IL BEARING CAPACITY TO BE 2000 PSF. S❑IL CAPACITY TO BE VERIFIED BY CONTRACTOR PRI❑R TO C❑NSTRUCTI❑N, INF❑RM ENGINEER OF VARIATI❑NS. F❑❑TINGS TO BE EXCAVATED TO CLEAN S❑IL, FREE OF VEGETATI❑N AND DELETERI❑US MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE, CONCRETE 1 MINIMUM C❑MPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS, ALL CONCRETE SHALL BE 'READY MIXED' AND IN ACCORDANCE WITH A,S,T,M, SPECIFICATI❑N C-94, SLAB ON FILL ; INTERI❑R CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINF❑RCED WITH 6X6 10/10 WELDED WIRE MESH, LUMBER 1, STORE LUMBER OFF GROUND, KEEP WELL VENTILATED AND COVERED. 2, CURRENT EDITI❑N, ASS❑CIATI❑N GRADING RULES GOVERN, 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4, ANY SPECIES ALLOWED UNLESS ❑THERWISE NOTED. 5. SIZES ARE N❑MINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70. 6, M❑ISTURE CONTENT OF LUMBER 2' OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATI❑N, STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N (AITC) SPECIFICATI❑NS, ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. TERMITE TREATING S❑IL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0' BEYOND THE PERIMETER LINES OF THE BUILDING. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3' AGAINST S❑IL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR, HEADERS SHALL BE DBL, 2X MEMBERS AND LAMINATED W/1/2' PLYWOOD GLUED W/C❑NSTRUCTI❑N ADHESIVE AND NAILED W/#16D COMMONS 16' ❑,C, ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS, CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R, TO MEET LOADS AS INDICATED. DOORS & WIND❑WS DESIGN LOADS: A. WIND LOADS, PER; 1) RISK CATEGORY 11 - PER (TABLE 1604,5/TABLE 1,5-1) 2) EXR 'B', PER TABLE 1609,4.5/SECTI❑N 26.7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH Wt 3 SEC GUST 4) N❑MINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST 5) INTERNAL PRESSURE COOFFICIENT, GCPI = .18 ENCLOSED PER TABLE 26.11.1 6) COMP. P. CLADDING PRESSURES PER TABLE R301.2(2), UNLESS SPECIFICALLY LABELED ON PLAN B. LIVE LOADS, PER 1607, INCLUSIVE BUT NOT LIMITED TO: 1) ROOF LIVE LOAD = 20 PSF 2) FLOOR LIVE LOAD = 40 PSF 3) UNINHABITTABLE ATTIC LIVE LOAD = 10 PSF 4) HABITTABLE ATTIC LIVE LOAD = 20 PSF C, DEAD LOADS, PER 1606, INCLUSIVE BUT NOT LIMITED T01 1) ROOF DEAD LOAD (TOP CHORD) = 25 PSF 2) ROOF DEAD LOAD (BOTTOM CHORD) = 10 PSF 3) FLOOR DEAD LOAD = 20 PSF APPLICABLE CODES: 6TH, EDITI❑N, 2017 FLORIDA BUILDING CODE, BUILDING, PLUMBING, MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING 6TH, EDITI❑N, 2017 FLORIDA FIRE PREVENTI❑N CODE (IF APPLICABLE) 2014 NATI❑NAL ELECTRICAL CODE DATA SUMMARY; BUILDING USE: RESIDENCE GROUP WITH MORE THAN TWO DWELLING UNITS, TYPE R2, C❑NSTRUCTI❑N TYPE V, UNPROTECTED, UNSPRINKLED Residential Group R-2 occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent In nature, ALL BEDROOMS REQUIRE AN ❑UTSIDE WIND❑W OR DOOR OPERABLE FROM INSIDE WITH❑UT THE USE OF TOOLS AND PR❑VIDING A CLEAR ❑PENING OF NOT LESS THAN 20' WIDTH, 24' IN HEIGHT & 5,7 SQ. FT. IN AREA. THE BOTTOM OF THE ❑PENING SHALL NOT BE MORE THAN 44' OFF THE FLOOR AND NO PART OF THE ❑PERATING MECHANISM SHALL BE PLACED HIGHER THAN 54, A.F.F, WIND❑WS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WIND❑W SILL HEIGHT GREATER THAN 24' OR PR❑VIDE AN FALL PREVENTIVE DEVICE PER R6162, DOORS & WIND❑WS THE ❑PERATING MECHANISM FOR SINGLE HUNG WIND❑WS SHALL BE AT OR NEAR THE SILL, WIND❑WS INDICATED WITH (E) OR EGRESS MUST BE MANUFACTURED TO CONFORM To THE BLDG. CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N,F,P,A, 101 CHAPTER 24. ALL GLASS WITHIN 24' OF ANY DOOR, SLIDING GLASS DOOR, ALL GLAZING AT TUB AND SHOWER ENCLOSURES AND WIND❑WS WITHIN LESS THAN 60' AV❑VE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITI❑NAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308, SINGLE SWING EXTERI❑R DOORS C❑NNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH S❑LID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) THICKNESS, S❑LID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20 MINUTE FIRE -RATED DOORS, WHERE MASONRY ❑PENINGS REQUIRE WOOD FRAMING, TO FIT WIND❑W OR DOOR SIZES, PRESSURE TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4' DIA, x 3 1/2' TAPC❑N SCREWS, 6' FROM EACH END AND 12' C/C, ADDITI❑NAL FRAMING MEMBERS SHALL BE NAILED To PRI❑R STUD W/ (2) ROWS OF 2d NAILS AT 10' C/C. GYPSUM WALLBOARD PR❑VIDE 1/2' NO SAG GYP, BOARD ON ALL CEILINGS, PR❑VIDE 5/8' TYPE 'X' GYP. BP❑ARD ON ALL GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NO LESS THAN 1/2' GYP, BOARD APPLIED TO THE GARAGE SIDE. HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB L❑CATI❑NS, UP TO 8' A.F.F. N❑N-BEARING INTERI❑R PARTITI❑NS ALL INTERI❑R NON BEARING PARTITI❑NS SHALL BE 2X4 SPF 2 16' ❑,C, MAX. SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP. DRYWALL EACH SIDE. Parent A royal �p FL15220.6 _FL15220.5 FL15279-R5 - -- - - FL19715 - - -- Manufacturer - �Plastico, Inc. - - noon � Plastico, Inc. Clo a Buildin Products Compan Clopay -g - - -- y- - _ Silverhne Bldg. Products - _ - FLORIDA APPROVED PRODUCTS LIST Category Subcategory- Swinging Ext. Door -- - -- Exterior Doors -rswinging Exterior Doors Ext. Door Assemblies Exterior Doors Sectional Ext. Door Assemblies - - - - - Windows JSingle-Hung ### Product Model # or Name Opaque Fiberglass Door jOpaque Fiberglass Door V1 Series/70 Series Model Description J Entry Door �I Glazed Fiberglass Door Vinyl -- FL6067-R7 Silverline Bldg. Products WindowsMullion Aluminum -- -- -- - - - - - - - - noon - FL16626-1-R3 Tamko Building Products RoofingUnderlaymentsW Underla ent -- - - -- - - -- -- -ro-i _ - --- --- - Roofing f Asphalt Shingles Fiberglass Reinforced FL16305.1-R3 Tamko Building_ Products � _ - i FL15272 Alside -- _--- Panel Walls Soffits Aluminum - -- - - - - _.. -- -- - -noon-- Embedded Truss Anchor FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors HETA FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors META Embedded Truss Anchor - - - -- FL10456.2 R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2.5 FL10456.10-R4 I Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors- SP1 PStrong-Tie- P - - --- noon-- - -- - - - _- --- --- Com S P 2 FL10456.10-R4 - Simpson Co. Structural orients Wood Connectors Anchors - - - _-_ Wood Connectors Anchors --T - T - - FL11473-R2 Simpson Strong -Tie Co. Structural Components LSTA12 - _Ties P g p � - _ --- - - FL10655.11 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HUSC Beam Hangers - - --- - - - noon --- --- - - -� FL13904.6 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors MBHA Beam Hangers 1 i;- -- -- __- - - -- g ---noon- _ -- . - - --.__.-----_--- -- NOTE 2:278- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. M51P�NIIPL PLAN CH�CKI.15f M� FI.OVIPA 13UII.91% COn� 6TH. �PIION ( 2011) 5I/ ► a..#65 Lmim NPICAIW. 'r 41i / 1W/' r / i / 1i •. 5. PW= PWUfM f WM IWACf N aWa5FOR WWORK i / • G .• • ' 6. 50IR COWAM1011 WAL5 WM FRm : / , ija :i / i /' . I / r, . ! . fir. WVW5, ANP MAXJMUM OMN ML 5PPCINC4 INIACKW, (FPC-W51MN% 011.7, Z iiI' II I/I' I'/ ► 1111401WIP&M I /PWICIM FX-M5119%% i %M r Ir AkV CAIM MINIM I /r (FOCAM51111MUM R. 4. IN 57) 7. mom 01I / C&WIM 'r 01. • ' i/ I / /' / i ! /' FIM • • • / /' 002b, 'fi • M516N OMNIN6 M55M5 rNC O%19 PUIL19IN6 WOW "6'' 96 1900Iz/ WOW 1 15S[9 ZONE M551,T MR fARX 001.2 NOMIN& 519 AAA A 5068 V9. 4 20.2 22 20 5f P 2868 W. 4 2112 22 10 5F C 2668 V9. 4 212 22 10 5F n 16010 OW 5 18,0 22 100 5f '75 63 2-25 5H 4 20,2 22 20 51' F 1560 5/ 8 2-22 5H 4 20.2 22 20 5F G 3lx63 25 5H 4 21.2 22 10 5F H 8 24 5H 4 21.2 22 10 5P i 5/ 8 24 5H 5 2112 28 10 5F K 31x38 3/ 8 23 5H 4 21.2 22 10 5f L 32/ 2 5H 4 21.2 22 10 5F M 15x63 2-25 5H 5 20.2 22 20 5F ZOW 5 PA%L9 ON 4' ROM COIZNM ALL WORK SHALL COMPLY WITH PReVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REQUIRED ATTIC VENTILATION AREA OF ATTIC 2535 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2535/300 8.45 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1216.8 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 608.4 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 608.4/115 TOTAL # OF VENTS REQUIRED 5.29 TOTAL # OF VENTS PROVIDED 6 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 608.4/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 51.84 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) AREA CALCULATIONS: 1809 SF - LIVING AREA 500 SF - GARAGE AREA 85 SF - REAR PORCH AREA 96 SF - FRONT PORCH AREA 45 SF - STORAGE AREA 12535 SF - UNDER ROOF I DRAWING PAGE INDEX 5920-A1 -ENGINEERING NOTES 5920-A2 -FLOOR PLAN 5920-A3 -ELEVATIONS 5920-A4 -FOUNDATION PLAN 5920-A5 -ROOF PLAN 5920-A6 -ELECTRICAL PLAN 5920-S1 -WALL SECTION &DETAILS 5920-S2 -ROOF NAILING 5920-S3 - ROOF BRACING DETAILS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSB NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 09-03-19 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 RO 3 I� PROJECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ENGINEERING NOTES DWG, 5920-Al REve 0