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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 OR STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE, CREATI❑N OR EXTENSI❑N OF N❑NC❑NF❑RMITY. 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 ; 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 6XG 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 1 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" O.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 ENGINEERS NOTES; DESIGN LOADS, A. WIND LOADS, PER, 1) RISK CATEGORY 11 - PER (TABLE 1604,5/TABLE 1.5-1) 2) EXP. "B", PER TABLE 1609.4,5/SECTI❑N 26,7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH ult 3 SEC GUST 4) N❑MINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST 5) INTERNAL PRESSURE C❑❑FFICIENT, GCPI = ,18 ENCLOSED PER TABLE 26.11.1 6) COMP, & CLADDING PRESSURES PER TABLE R301,2(2), UNLESS SPECIFICALLY LABELED ON PLAN B. LIVE LOADS, PER 1607, INCLUSIVE BUT NOT LIMITED T❑i 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 R616.2. 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 @ 16" ❑,C, MAX. SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2" GYP, DRYWALL EACH SIDE. M51P�N11A1. PI AN CH�CKI 15f MR FXR9A t3UII.91%4 COPS 611-I, W1110N (2011) 1. %MMNG WOMS MVO AMM, WINDOW 5U ANC MMR LOCATION FOR E%A1'E & lt%lf (FBC-W5MW1k I3310) 2. ONE BATH/ fOW ROOM WITH A 29" MININ A CHAR Ka55, ON TIC LOW FLOR. (Ff3C-W5MN1K M) 5, NAMA OL6 aA55 LMAON5 INS AIEP. (FVC-W51MN1X tu01B.4) 4, ATTIC ACCZ55 LOCAIW WITH OMNING PINCN51ON5, (FPC-W5MN1'IAI. IZ801) 5, PROVM PROU11ON PROM IWACf IN GARW5 FOR I71.ICTWORK AW AMW-05, (F13C-W51MNT1AI- MI50-/, Fr3C-WCNANICAL 605J 5, F13C-fTL GA5 �03,4) 6. 50IR CONSTWON PKAL5 IWICATE I ROPW TWAVI MR MLA1 ION5W, K*VPAL LOCATION, WMVIZAL/ GI,IAWM 116K5, AN7 MAXIMUM OMN VAIL 5FACIN6 IWIGAT,17, (F13C-e51MNT1AL 0111, 012.1) -1. FLA5HNG MfAL5 Af EXVa WIN70VIf5/ 120OR OPTNMGS, INWI�CT10N5Wt l CMMIEY/ MA50NRY/ ffC., PP0,fC11NG WOOD VIM, �XT POR MCK5/ POPOW 59JR5, WALL/ p0t7r INTfMCT1ON5, V WN R5, �fC, (FOC-PUIL171N6 IO1.2.4, FI3C-M51MNTIAL k705,4) 8. WIT n-TCM AW GAta30N MONOM MJVCfOR5 (F8C-W5MNTK 1014,1015) 9. PROVM M WNTLATION GkOLAAON5, (Ft3C-W5IMN% I") 10. PWM WAL5 FOR VMU.ING CRACE OPENING AW I'eNMf10N 1'fVU11ON,1'R0W WAL5 FOR 17KUW-GAPa FIM %PAPATION, (Ff3C-M5MN% 002,5, P502,6) 11. PRO= LOCATION OF ALL IMIW all AEI"WATEIZMVOF IT.LT 'A U5. (FOC-e5MNTK 0901,1 4=) 12. PRM NNNIMUM *75 % HIGN-FFaNCY LIGN11N6, (F6C-tW-ZY CON5ERVA1I0N R404) FBCR 2017 - COMPONENTS AND CLADDING - EXP. "B" 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WIND❑WS (N❑MINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT, 500 SQ. FT. WALL O +21.2 PSF / -22.0 PSF +20,2 PSF / -22,0 PSF +19.0 PSF / -20.0 PSF +18.0 PSF / -19.0 PSF +15,8 PSF / -17,0 PSF WALL O +21.2 PSF / -28.0 PSF +202 PSF / -26.0 PSF +19,0 PSF / -23.0 PSF +18.0 PSF / -22.0 PSF +15.8 PSF / -17.0 PSF NOTE: ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017, ALL C❑NNECTI❑NS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 5, FLORIDA APPROVED PRODUCTS LIST Parent Approval - Manufacturer - - - -T FL15220.6 Plastico, Inc. FL15220 5 Plastico, Inc. Category g rY - - - Exterior Doors - Exterior Doors - Subcategory -- g y _ -1 Swinging Ext. Door Swinging Ext. Door Assemblies A /S# Ppe - 9 - Product Model # or Name - - - Model Description on p _ Entry Door Opaque Fiberglass Door - - Opaque Fiberglass Door _ Glazed Fiberglass Door FL15279-R5 -- Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies FL14911 R8 Silverline Bldg. Products rFL14911-R9 SilverEne Bldg. Products - Silverline Bldg. Products FL16626-1-R3 - - Tamko Building Products FL16305.1-R3 Tamko Building Products FL15272 Alside Windows Windows i Single -Hung 1 Single -Hung Mullion Underlayments Asphalt Shingles Soffits Truss Anchors Truss Anchors Truss Anchors TW Underlayment H16-2 HETA META _ Aluminum nam Windows - Roofing Roofing Panel Walls Structural Components Structural Components Structural Components Aluminum - Fiberglass Reinforced Aluminum Embedded Truss Anchor Embedded Truss Anchor Embedded Truss Anchor FL11470.2 Simpson Strong -Tie Co. FL11473-R2 Simpson Strong -Tie Co. FL11473-R2 Simpson Strong -Tie Co. � FL10456 2 R4 i Simpson Strong -Tie Co. FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2 5 SP1 Structural Components Wood Connectors Anchors FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP2 FL11473-R2 Simpson Strong -Tie Co. Wood Connectors Anchors LSTA12 Structural Components Strap Ties NOTE FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. DESIGN ❑PENING PRESSURES ENCLOSED BUILDING EXPOSURE "B" TAG D❑❑R/WIND❑W LISTED ZONE PRESSURE N❑MINAL SIZE A 3068 DR. 4 20.2 22 B 9070 ❑HD 4 18.5 20.9 C 37x63 25 SH 4 21.2 22 D 37 x 50 5/8 24 SH 4 21.2 22 E 37x38 23 SH 4 21.2 22 F 73 x 50 5/8 2-24 SH 4 21.2 22 G 73 x 50 5/8 2-24 SH 5 20.2 26 H J REQUIRED ATTIC VENTILATION AREA OF ATTIC 3972 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 3972/300 13.24 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1906.56 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 853.28 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 853.28/115 TOTAL # OF VENTS REQUIRED 8.289 TOTAL # OF VENTS PROVIDED 9 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 853.28/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 72.706 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF PALL, NO OVERHANGS INCLUDED) DRAWING PAGE INDEX WB-10 — ENGINEERING NOTES WB-11 — FLOOR PLAN WB-12 — ELEVATIONS WB-13 — FOUNDATION PLAN WB-14 — ELECTRICAL PLAN WB-15 — ROOF PLAN W13—S1 — WALL SECTION 8c DETAILS WB-S2 — DETAILS WB—S3 — ROOF NAILING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. C E Py'�re'° a No. 53608 . � o STATE IN PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: L.E.D. REVISION: R-1 R- 2 R- 3 R- 4 DATE: PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542' CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ENGINEERING NOTES DWG, WB-10 REV. 0