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HomeMy WebLinkAbout5010 18th St®■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. 13'-4" 5'-4" 3'-0�„ 2 R.O. nzO1 FIR FLOOR PLAN 1/4"=1,-O» 42'-8" 16'-0" 13'-4" 3'-0Y2" R.O. O ll EGRESS " 5'-0" 1 3/8" MIN. SOLID WOOD DR OR 20 MIN. FIRE -RATED DOOR PER R302.5.1 "J OR SELF -CLOSING DOOR PER R302.1 DWELLING/GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS AND WALLS, TO BE NOT LESS THAN 1/2 pi GYPSUM BOARD OR EQ., APPLIED TO GARAGE FRAME SIDEWALLS AND CEILINGS. PER R302.6 SF AREA: LIVING 1773 SF PORCH 133 SF LANAI 149 SF GARAGE 456 SF UNDER ROOF 2511 SF I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). 01111111111, W E � s Otr •,.• �,1C E s •� Aft °•5 _ • e TAre (OF PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE 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: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN FLOOR PLAN DWG. BF-002-A2 REV. 0 30 YR. DIMENSIONAL SHINGLE ROOF T/ Pimp FI FRONT ELEVATION 1 /4"=1'-0" 30 YR. DIMENSIONAL SHINGLE ROOF 11 +21.2-22 11 RIGHT SIDE ELEVATION 1 /4"=1'-0" 30 YR. DIMENSIONAL SHINGLE ROOF +20.2-22 +20.2-22 REAR ELEVATION 1 /4"=1'-0" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). 011111 .53608 NA L 011111111 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: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: -3-e�� Dixon HOUSE PLAN LEFT SIDE ELEVATION 1 /4"=1'-0" ELEVATIONS DWG. BF-002-A3 REV.0 a FIN. FL. EL. . a k A. •d 1'-0" FIN. FL. EL. 1'-0" 1'-4" �� FOUNDATION PLAN 4" N❑M, SLAB OF 3000 PSI CONCRETE W/ 6x6 W1,4 x W1.4 WWF 6 MIL. POLY VAPOR BARRIER, LAPPED 6" & TAPED (2) #5 REBARS C❑NT, SPACED 6" ❑,C, ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL (0 #4's #4' S PARTIAL PLAN @ POSTS �I 0 d ° e' • SECTION @ PORCH POST FDNS. 0 SECTION @ PORCH FDN. GRADE /— 1'-4" 4" N❑M, SLAB OF 3000 PSI CONCRETE W/ 6x6 W1,4 x W1,4 WWF 6 MIL, POLY VAPOR BARRIER, LAPPED 6" & TAPED (2) #5 REBARS C❑NT, SPACED 6" ❑,C, ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL (:D `r GRADE 1'-4" GRADE EL. 4" N❑M, SLAB OF 3000 PSI CONCRETE W/ 6x6 W1,4 x W1,4 WWF 6 MIL, POLY VAPOR BARRIER, LAPPED 6" & TAPED (2) #5 REBARS CONT. SPACED 6" O.C. ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL Q 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 LICENSB 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: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZBPHYRHILLS, FL. 33542 CONTRACTOR: 7s-;t�rf Dix HOUSE PLAN FOUNDATION PLAN DWG, BF-002-A4 REV, 0 0 SIMPSON META20 O SIMPSON HETA20 (�) SIMPSON MGT 0 SIMPSON HUS 26 0 SIMPSON H1 0 SIMPSON H3 SEE GABLE END DETAIL SIMPSON LSTA12 Roof -to -Wall Uplift Connections per Table R908.8.1 Greater than 6' from bldg. corner 140 Vult Span = 42'-8" 40' =-559.12 + 14x3= 42 = 601.12 Roof -to -Wall Uplift Connections per Table R908.8.1 Within 6' from bldg. corner ROOF PLAN 1 /4"=1'-0" A n' ", 44'-8" i v I, I, v .) SECTION @ PORCH BEAMS 1 /2"-1'-0" FASTEN ROOF SHEATHING W/ 8d NAILS ® 6" O.0 .— @ EDGES, 12" O.C. @ FIELD & 4" O.C. ALONG NAILER 2z6 NAILER BELOW SHEATHING —� FASTEN ALONG VALLEY W/ 10d NAILS @ 4" O.C. SECTION @ VALLEY -SET ATTACHMENT 3/4"=1'—O" ENG'R. TRUSS NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER PRELIMINARY ROOF PLAN FOLLOW TRUSS SUBCONTRACTOR PLANS 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 LICENSE NUMBER: 53608 Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-08-19 DRAWN BY: L.E.D. REVISION: I DATE: RO 1 UIX RO 4 PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: �c-F�f D ixfln HOUSE PLAN ROOF PLAN VERIFY ROOF PLAN WITH TRUSS MANUF. DRAWINGS AND CALCULATIONS. 140 Vult Span = 42'-8" 40' =-837.18 + 21x3= 63 = 900.18 DWG, BF-002-A5 REV. 0 1 LO U U, 42'-8" 5'-1" i 23 SH 1 1 25 SH I ELECTRICAL PLAN 1 /4"=1'-031 ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UTILITY COMPANIES. 2. COORDINATE ALL WORK WITH ALL TRADES. 3. MOUNT ALL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE. 5. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION,THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PRODUCTION SERVE THE INTENDED FUNCTIONS. 6. ALL WIRE SHALL BE STD. #10 AND #12 AND SHALL BE ROMEX OR NM CABLE TYPE B OR APPROVED EQUAL. 7. COORDINATE ELECTRICAL REQUIREMENTS FOR A/C WITH A/C CONTRACTOR. 8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CURCUIT INTERRUPTER) PROTECTED CIRCUIT. 9. COMBINATION SMOKE DETECTOR/CARBON MONOXIDE DETECTOR TO BE LOCATED WITH -IN 10' OF EACH BEDROOM 10. PROVIDE MINIMUM 75% HIGH -EFFICIENCY LIGHTING. (FBC-ENERGY CONSERVATION R404) 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CAN BY ELECTRIC UTILITY CO.- AMP 2" C WITH 3-4/0 THW AL TO UNDERGROUND #4 CU. GROUND SERVICE BY ELECTRIC UTILITY CO. TO COLD WATER LINE 5/8" X 8" GROUND LINE (PASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) EX. 200 AMP ELECTRICAL RISER N.T.S. 100 AMP MAIN BREAKER 20 CIRCUIT SURFACE MOUNT PANEL #4 SER CU. OR 100 #2 SER ALUMN. AMP BEDROOM EMERGENCY EGRESS SHALL BE DIRECTLY TO ❑UTSIDE EGRESS WIND❑WS SHALL BE SIZED, LOCATED AND INSTALLED PER FBC 2017 ALL BEDROOM ELECTRICAL OUTLETS MUST BE ARC -FAULT ARC FAULT PROTECTED OUTLETS SHALL BE INSTALLED PER NEC 210,12(B), GFI PROTECTED CIRCUITS SHALL BE INSTALLED IN GARAGE ADDITI❑NS, BATHROOMS & KITCHENS, LAUNDRY ROOMS AND ❑UTSIDE RECEPTACLES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). 0 � 1� t I0.63608 0. •.. OR 10p'40 ••••....•° U� o0 �t t 1 11i®® PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE 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: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: HOUSE PLAN ELECTRICAL PLAN DWG, BF-002-A6 REV. 0 PRE—ENGINEERED TRUSS ® 2'-0" O.C. (TYP.) 30 YR. DIMENSIONAL SHINGLES ON 301 FELT PAPER ON 5/8" SHEATHING SEE UNDERLAYMENT APPLICATION NOTE SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 NAILER CONT. ALUM. DRIP STRIP 2x6 SUB —FASCIA 6" ALUM. FACIA ALUMINUM VENTED SOFFIT PLASTERING WITH PORTLAND CEMENT PLASTER IN ACCORDANCE WITH R702.1 MIN. THK. = 5/8' EACH PLASTER COAT MUST BE KEPT MOIST FOR A MINIMUM OF 48 HOURS PRIOR TO APPLYING SUBSEQUENT COATS PER R703.6.4 TWO —COAT CEMENT PLASTER APPLICATIONS: 7—DAY WAIT TIME BEFORE APPLYING FINISH COAT THREE —COAT CEMENT PLASTER APPLICATIONS: 48 HOURS WAIT TIME BEFORE APPLYING FINISH COAT PER R703.7.2 SINGLE HUNG ALUM. WINDOW (TYP.) (1) #5 VERT. IN FILL CELLS 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL MIN. OPENING = 3" Go N. GRADE CD MIN. BELOW GRADE (2) #5 CONTINUOUS 12 5 8' X 8" KNOCK —OUT BLOCK W/ #5 CONTINUOUS REBAR SIMPSON HETA20 / META20 8" X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS NOTE: POURED LINTELS WILL BE 3000 psi CONC. MARBLE SILL ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A (SEE CALCULATIONS) ELEV. 10'-0" TOP OF MASONRY WALL R- 38 BLOWN INSULATION 1/2" CEILING BOARD W/ KNOCKDOWN CEILING ORANGE PEEL OR KNOCK -DOWN w/ ONE COAT OF PAINT ON INTERIOR WALLS 8" CONC. BLOCK WALL PER ASTM C-90 W/ TYPE M OR S RUNNING BOND INSTALLATION 1/2' GYP. WALL BOARD ON 3/4" P.T. FURRING STRIPS W/ 3/4" TUFF-R INSULATION 00 BBOARD - R-5.0 PRECAST CONC. THIN THRU WALL SILL 0 WINDOW (TYP.) DOWEL TO MATCH RTICAL REINFORCING 4' CONC. SLAB 2500 psi w/ W/ 25 MINIMUM LAP 6x6-10/10 W.W.M. p HEADER BLOCK REINF. AND VAPOR BARRIER ° 64 10/10 W.W.M. ELEV. O'-0" TOP OF SLAB 6 MIL VAPOR BARRIER III=III=III=III= CLEAN, TERMITE POISONED „ I I I I - II I I I I=I I AND COMPACTED SOIL 12" 'STANDARD 90' BEND PER TABLE R403.1.2 (FOOTING A) TYPICAL WALL SECTION 3/4" = 1'-0" TABLE R403.1.2 FOUNDATION UPLIFT (ASD) DESIGN DETAILS FOOTING TYPE T (inches) W (inches) SLAB/WALL RESISTANCE (plf) NOTES A Mono 20 12 6 502 3 Mono 20 16 6 585 3 B Mono 20 12 13 796 3 Interior Mono 20 16 13 879 3 Interior NOTES 1.Tributary width of 3 1/2" slab or weight of stemwall and bond beam. 2.First floor dead load multiplied by 0.6 may also be included. 3.All footing dowel bars shall be same size as wall steel, shall have a standard 90—degree hook, and shall be embedded a minimum of 6 inches. Dowel bars shall lap vertical wall reinforcement a minimum of 25 inches. 8x8x16 CMU EXT. 15# FELT 1 4' DIA. E.B BOLTS 0 24" 20 P.T. STUD 1/4" DIA. E.B. OR TOGGLE BOLTS 024" O.C. 5 DOWEL TO MATCH VERTICAL REINFORCING (1) #5 VERT. IN 20 STUDS ® 16" O.C. (1) #5 VERT. IN 2X STUDS @ 16" O.C. W/ R-11 INSUL. (M IN.) w/"2X P.T. W/25" MINIMUM LAP FILL CELLS 2X4 P.T. STUD FFICLL CELLS BOTTOM PLATE W 1 2"L" HEADER BLOCK HEADER BLOCK 5 DOWEL TO MATCH LTTCAL REINFORCING BOLTS AT 4'-0" O.C. (MIN. 6' EMBEDMENT) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL 20 P.T. PLATE W/25' MINIMUM LAP 4"X4" INSPECTION PORT AT 4" THICK CONC. SLAB — 4 4" THICK CONC. SLAB 6x6 10/10 W.W.M. MIN. OPENING = 3' 6x6 10/10 W.W.M. EACH FILL CELL TYPICAL MIN. OPENING = 3" — WITH 6x6-10/10 W.W.M. ON 6 MIL VAPOR WITH 6x6-10/10 W.W.M. ON 6 MIL VAPOR BARRIER BARRIER 6 MIL VAPOR BARRIER I a a _ —___ _ GRADE ° 4 ° . =—III— i I ° — — - III=III=I I- I_I I I I i- 6 MIL VAPOR BARRIER III —III— d —III— I I —III III —III —III d ° 1(- -1 —III CLEAN, POISONED _ AND —I ° —I III=III= _I CLEAN, POISONED -I I=III=I a a ` I=III—III III —III 00 ANDARD 90'BEND II = __ -III=III=III (=III-I1 ' 'd III=� I AND COMPACTED, — = STANDARD 90BEND I I = _— ��°.: I=III I I I—I I —1 11=1 I I —=I —11= 1-(2) CONTNUOUS I=I =1, ,-, ,,—J, ,-1 I-1 #TINUOUS -j=1 (2) #5 CONTINUOUS U#5 4„ 4„ PER TABLE R403.1.2 (FOOTING A) 4:�ECTI�N�STEPDOWN @ GARAGE OEARING EXTERIOR WALL FOOTING 3 AMEWALL TO LOAD BEARING CMUCONNECTION " = 2 " 3/4" = 1'-0" 3/4" = STUD BEARING WALL TO BLOCK SECTION 3/4" = 1'-0" "` "r"T ILIA" REINF. 'OLID ;8" J—BOLT UT & 2" SQ. WASHER 3" OR 9/16" WASHER ) PER SIDE T. DOOR STOP TRACK BRACKET 2x6 PT JAMB ATTACH PER MFG. RECOMMENDATIONS GARAGE DOOR ATTACHMENT DETAIL 3/4" = 1'-0" .. pill 1 Sligo 1 1 ka PROFESSIONAL ENGINEER SEAL .I e� ENGINEER OF RECORD SP2 David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 LATTON GE FIRE SEPARATION DARD, GARAGE SIDE 2.6 2x4 STUDS 016" O.C. Plans By: Larry deMontinolfin °.i 90 Country Club Lane /2/" J-BOLTS Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-08-19 DRAWN BY: 4E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3i11TERFIBLD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILIS, FL. 33542 CONTRACTOR: HOUSE PLAN WALL SECTION & DETAILS DWG, BF-002-A7 REV. 0 0 2 4 f t. 5 ft. 2 3 4 it. 2 f t. Oft C2i 4 O f t. i 7 � \� 2 4 f t �� 4 f t. 5 f t. �2J 2� �'i' 4 f t. 4 ft. 4 ft. 4 f t. `� it. '� 3� 3� 5 ft. 4 ft. �`2 ROOF NAILING 2017 FBCR TABLE R301,2 COMPONENTS AND CLADDING - EXP, "B" 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (N❑MINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ, FT. 20 SQ. FT, 50 SQ. FT. 100 SQ. FT, > 27 TO 45 O +19,4/-21,0 PSF +18,8/-20,0 PSF +18,1/-18,0 PSF +17,6/-17,0 PSF > 27 TO 45 O +19,4/-24,0 PSF +18,8/-23,0 PSF +18,1/-22,0 PSF +17,6/-21,0 PSF > 27 TO 45 3O +19,4/-24,0 PSF +18,8/-23,0 PSF +18,1/-22,0 PSF +17,6/-21,0 PSF NOTE: R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, R803.2.3.1 SHEATHING FASTENING WOOD STRUCTURAL PANEL SHEATHING SHALL BE FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS AT 6" O.C. AT EDGES AND 6" O.C. AT INTERMEDIATE FRAMING. RING -SHANK NAILS SHALL HAVE THE FOLLOWING MINIMUM DIMENSIONS: 1. 0.113 INCH SHANK DIAMETER. 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER. 3. 16 TO 20 RINGS PER INCH. 4. 0.280 INCH FULL ROUND HEAD DIAMETER. 5. 2 INCH NAIL LENGTH. R905.2.2 UNDERLAYMENT APPLICATION UNDERLAYMENT SHALL BE INSTALLED USING ONE OF THE FOLLOWING METHODS: 2. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (33% SLOPE) OR GREATER, UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE II OR TYPE IV OR ASTM D 6557 AND SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER, UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2"; FASTENED WITH 1-INCH ROUND PLATIC CAP, METAL CAP NAILS OR NAILS AND TIN -TABS ATTACHED TO A NAILABLE DECK WITH TWO STAGGERED ROWS IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES O.C., AND ONE ROW AT THE OVERLAPS FASTENED 6 INCHES O.C. SYNTHETIC UNDERLAYMENT SHALL BE FASTENED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURER'S RECOMMENDATIONS. END LAPS SHALL BE OFFSET BY 6 FEET. 3. AS AN ALTERNATIVE, THE ENTIRE ROOF DECK SHALL BE COVERED WITH AN APPROVED SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET MEETING ASTM D 1970 OR AN APPROVED SELF -ADHERING SYNTHETIC UNDERLAYMENT INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. R905.2.4 ASPHALT SHINGLES ASPHALT SHINGLES SHALL COMPLY WITH ASTM D225 OR D3464. ASPHALT SHINGLES SHALL BE RATED FOR INDICATED WIND SPEED. R905.2.4 ASPHALT SHINGLE FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED, STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING NAILS, MINIMUM 12 gage SHANK WITH A MINIMUM $ INCH DIAMETER HEAD, ASTM F 1667, OF A LENGHT TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 4"INCHES THICK THE FASTENERS SLAA PENETRATE THROGH THE SHEATHING. FASTENERS SHALL COMPLY WITH ASTM F 1667. R905.2.6 ASPHALT SHINGLE ATTACffiV[ENT ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER, BUT NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO PER INDIVIDUAL SHINGLE. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). �NN%116 flit LT ft.er . ma so, i +� ® . SCAT ;fie PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE 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: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: leff Di*oo HOUSE PLAN ROOF NAILING DWG, BF-002-A8 REV, 0 2" PLYWD. L BRACE hHtsLL LINU TRUSS ?X4 DIAG. 3RACE FOLLOW -RUSS MANUF. ;ECOMMENDATIONS) 4) 10cl NAILS ACING C❑NTINU❑US @ 48" ❑,C, GABLE END BRACING DETAIL 11L" BRACE ATTACHED W/ 10d NAILS @ 4" OC, TYP. 2X4 CROSS —BRACING Q RIDGE 01 ■ TOP/BOTTOM CHORD GABLE END BRACING © 4B" O.C. MAX. FOR THE FIRST 4 ROWS OF TRUSSES > < U (j x Q 0c) :2i RIDGE W MI Q 0 U U x REQ. MINIMUM TRUSS BRACING CMU END WALL W/ FLAT CEILING WIND SPEED 140 MPH 3—SECOND GUST & MEAN ROOF HEIGHT UP TO 30'-0" 2x4 BLOCKING @ 48" O/C "L" BRACE ATTACHED W/ 10d NAILS @ 4" OC, TYP. V11U TRUSS WEB SECTION rA 2x4 BLOCKING @ 48" O/C . LE TRUSS WEB SECTION B SEE TRUSS MFR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. 7/16" ND APPROVAL GABLE END TRU BRACING DETAIL (1) SIMPSON LSTA12 STRAP @ 48" O.C. %A NAPOKIAI DDAPIAIP —ENGINEERED TRUSSES 4" O.C. MASONRY GABLE END BRACING DETAIL I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). g3g�g o� s ; ar rr .+ • jiG 'i6 OF+� w Of Co PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE 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: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. 501018th. STREET ZEPHYRHILLS, FL. 33542 CONTRACTOR: U(on HOUSE PLAN GABLE TRUSS DETAILS DWG, BF-002-A9 REV. 0 4 i I A