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®■II�Y'�V�ulY�dil�'I111�1111 �llYlll4i4�V GIi,�ILf�FWY1�Y111IINIII�IaUli1WI�11W 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' D.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 IL - 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 V/ 4) N❑MINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST 5) INTERNAL PRESSURE C❑OFFICIENT, GCPI = .18 ENCL❑SED 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 T01 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 T❑i 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 USE1 SINGLE FAMILY RESIDENCE TYPE R1, C❑NSTRUCTI❑N TYPE V, UNPROTECTED, UNSPRINKLED 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 OPENING 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 ❑PERATIJ�G 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' kF,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. FLORIDA APPROVED PRODUCTS LIST Parent Approval Manufacturer Category Subcategory App/Seq # Product Model # or Name Model Description FL15220.6 Plastico Inc. Exterior Doors Swinging Ext. Door Opaque _Fiberglass Door En �YDoor FL15220.5 Plastico, Inc. Exterior Doors Swinging Ext. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Door FL15279-R5 �Clopay Building_ Products Company Exterior Doors_ Sectional Ext. Door Assemblies FL14911-R8 SHverline Bldg. Products Windows - Single -Hung Aluminum FL14911-R9 Silverline Bldg. Products Windows Single -Hung _ -_ Aluminum FL6067-R7 Silverline Bldg. Products Windows Mullion Aluminum FL16626_1-R3 Tamko Building Products _ - Roofing Underlayments _ _- TW Underlayment FL10674.1 Owens Corning Roofing Asphalt Shingles Fiberglass Reinforced FL13192.2 James Hardie Bldg. Products Panel Walls Exterior Siding Hardie Plank Cement Board FL15272 Alside Panel Walls Soffits - - Aluminum FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors HETA20 Embedded Truss Anchor FL11473-R2 Simpson Strong -Tie Co. _ Structural Components_ Truss And hrns 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 FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors I S P2 -_ FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors _ LSTA12 Strap Ties FL11463.2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H1 Tie FL10860.1 Simpson Strong -Tie Co. Structural Components _ Wood Connectors Anchors ABA66 Post Base FL10860.2 _ Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors ABU66 Post Base FL10860.4 _ _ Simpson Strong -Tie Co. Structural_ Components Wood Connectors Anchors AC6 _ Post Cap FL10860.5 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors BC6 Post Cap 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 l5) +21.2 PSF / -28.0 PSF +20.2 PSF / -26.0 PSF +19.0 PSF / -23.0 PSF +18.0 PSF / -22.0 PSF +15.8 PSF / -17.0 PSF N❑TE1 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, 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 2868 DR, 4 21.2 22 C 2868 DR. 4 212 22 D 5068 FR. DR. 4 20.2 22 E 16070 ❑HD 4 18.0 19 F 37x63 25 SH 4 202 22 G 37x63 25 SH 5 20.2 28 H 37x38 23 SH 4 21.2 22 J erg. u.-Ul-l-DINE OFf ICIA L_. M51P�N & PLAN CH�CKI 15T M� FLRIPA PU PINCACOn� 6TH, �n1110N ( 2011) 1,11�rPING t OOM5 HAVF Vb QUAT WIN12OW 51ZF ANn PLOPP, LOCAT10N FOF �5GPFF & IT5CUr (FPC-IT5112�NflK 1310) Z ONE BATH/ TOILFT VOOM WITH A 29'' MINIMUM CLAP ACC�55, ON T W LOM� FLOOf , (FPC-F�5112�NT1AL P,502) 3, HAZAPt2OU5 GLA55 LOCAT10N5 INPICAtP. �08,4) 4, AMC ACCr55 LOCAtP WITH 01`�NIN6 PIM51ON5, F501) 5, PPOVIP� PPOTC110N FkOM IMPACT IN 6ARA6F5 FOP, PUCTNOPK ANb APPLIANa5, (FT3C-M51MN11AI, MI5W, W-ACCHANICAI, 603,15, FBC-FTL 6iA5 50M) 6, 5TAII? CON5VUC110N Pff&5 INPICAT PrOp�p VFAW P&ATION511Ip, HANPPAIL LOCATION, HAN12ML/ GUAOXAIL WW5, ANn MAXIMUM OMN IZ& 5PACIN6 IWICAM9, (F13C-W51MNfl& 011,1, 012,1) I, FLA5HIN6 P�TIL5 AT �XT�MOI? WINnOW5/ POOP OPFNIN65, INT�P,5ECT10N5WIT1-I CHIMNFY/ MA50NPY/ FTC„ P�OJFCTING WOOn VIM, WERIOR MCK5/ FMCH�5/ 5T *5, WAI U ROOF INTEMCTI10N5,WWM, M. ( FPGBULL91NI6101,2.4, 8, 5MOK� PFtCT01?5 ANb CAl DON MONOXIP� b�TCTO�5 (FPC4�5I12FNT1AL 314, P,�?15> 9, POVIn� 1001` V�N11LA110N CALCUI,A110N5, I?806) 10, PkOVInF 12FTAIL5 FOP PMWNG GAFAG� OFFNING ANn P�NFTp�AT10N PPOTCT10N, PP\OVIPF 12FTAIL5 FOV PV&LIN6-6APA61� FIM %FAPAT10N, (Fj3C-W51PeN% 00265, 0W.6) I I , I`POVIP� LOCATION OF ALL fWUIFb 61`1/ AEI ANn WATT PFOOF PFaPTACL�5, (FPC-PF511)�N11AI, ��90I, F 002) 1Z FPZOVIP� MINIMUM 157- HIGH-FFFICI%CY LIGHTING, (F13C-%N P,6Y CON5FPVATION p404) REQUIRED ATTIC VENTILATION AREA OF ATTIC 2511 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2511/300 9.25 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1332 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 666 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 666/115 TOTAL # OF VENTS REQUIRED 5.79 TOTAL # OF VENTS PROVIDED 6 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 666/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 56.75 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) DRAWING PAGE INDEX BF-002-Al - ENGINEERING NOTES BF-002-A2 - FLOOR PLAN BF-002-A3 - ELEVATIONS BF-002-A4 - FOUNDATION PLAN BF-002-A5 - ROOF PLAN BF-002-A6 - ELECTRICAL PLAN BF-002-A7 - WALL SECTION & DETAILS BF-002-A8 - ROOF NAILING BF-002-A9 - GABLE TRUSS 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). �tX vy L'fill i i 40 •�� J ••• E ••• «,�''o « No. 53608 r Alp !'gyp•'SyAlklF :• �� ••IpR�OP. * 111111i,�®�� 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: 02-08-19 DRAWN BY: L.E.D. REVISION: I DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: le�� ulun HOUSE PLAN NOTES & SPECS. DWG, BF-002-Al REV, 0 NOTE ZIP, FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS.