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HomeMy WebLinkAbout38550 13th Ave! I _ &.1 t .1 I . _. _ ...1._6-r 141 Al .. 1. .L . I, I .. _ _ IL 1 Y rYI�1. • -1. k ! d-�lYdl..�.1 _ _ _. W-1 - - . j_.u.u. e11...1I4�Uw.N_.M44��A- 1.4.w +uti �+.l��w.� wr��•I•Yu.r.� �. ...� iu a .� :. . �.. s.... � ....:.... .y,r,,.. � ..:�u,� k.�1u �.w w� _ � Al� kn.�.0 u��r, ..uWw. su,.�,y� uruWluu r..��+i�,W■Yrll�gav +�: �,.. u � ENGINEERS NOTES: FBCR 2020 - COMPONENTS AND CLADDING - EXP. 'B' PER FBCR R301.2 n a o- ENGINEER'S NOTES ALL WORK TO BE DONE ACCORDING TO FLORIDA BUILDING CODES, BUILDINGS OR STRUCTURES SHALL CONFORM TO 2020 FBC 7th, 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 PROVISI❑NS EXCEPT AS REQUIRED BY CHAPTER 10, WHERE AN ADDITION IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT P❑RTION SHALL COMPLY WITH THIS CODE. CREATI❑N ❑R 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, INFORM ENGINEER OF VARIATI❑NS, F❑❑TINGS TO BE EXCAVATED TO CLEAN S❑IL, FREE OF VEGETATION 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-94r 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 EDITION, ASS❑CIATION 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❑NSTRUCTION (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 L❑ADS, CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATIONS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R, TO MEET LOADS AS INDICATED. 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/SECTION 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) = 108 MPH asd 3 SEC GUST 5) INTERNAL PRESSURE C❑❑FFICIENT, GCPI = .18 ENCLOSED PER TABLE 26.111 6) COMP, & CLADDING PRESSURES PER TABLE R30112(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 TO: 1) ROOF DEAD LOAD (TOP CHORD) = 25 PSF 2) ROOF DEAD LOAD (BOTTOM CHORD) = 10 PSF 3) FLOOR DEAD LOAD = 20 PSF APPLICABLE CODES: 7th, EDITI❑N, 2020 FLORIDA BUILDING CODE, BUILDING. PLUMBING, MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING DATA SUMMARY: BUILDING USE+ RESIDENCE GROUP WITH MORE THAN TWO DWELLING UNITS, TYPE R2, C❑NSTRUCTI❑N TYPE V, UNPROTECTED, UNSPRINKLED Resldentlal Group R-2 occupancies containing sleeping units or more than two dwelling units where the occupants are primarily permanent in nature. DOORS & WIND❑WS ALL BEDROOMS REQUIRE AN OUTSIDE WIND❑W OR DOOR OPERABLE FROM INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING 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. WINDOWS GREATER THAN 72' ABOVE 72' FINISHED GRADE SHALL HAVE THW WIND❑W SILL HEIGHT GREATER THAN 24' OR PROVIDE AN FALL PREVENTIVE DEVICE PER R616,2. DOORS & WIND❑WS THE ❑PERATING MECHANISM FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. WINDOWS INDICATED WITH (E) OR EGRESS MUST BE MANUFACTURED TO CONFORM TO THE BLDG, CODE W/ RESPECT TO MINI EMERGENCY EGRESS REQUIREMENTS PER N,F.P,A, 101 CHAPTER 241 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 ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2010 FBCR R308, SINGLE SWING EXTERIOR 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 OPENINGS 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 PRIOR STUD W/ (2) ROWS OF 2cl NAILS AT 10' C/C. GYPSUM WALLBOARD PROVIDE 1/2' NO SAG GYP. BOARD ON ALL CEILINGS. PR❑VIDE 5/8' TYPE 'X' GYP. BPOARD 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 INTERIOR 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 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WIND❑WS <N❑MINAL) IHERE*BAY CERTIFY THAT I HAVE REVIEWED i PLAN AND FOUM IT TO BE IN naS COMPLIANCE WM A= 7-16, & FBC 2020 (7& EDITION). COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ, FT. 50 SQ. FT. 100 SQ, FT, 500 SQ. FT. WALL ® +21.2 PSF / -22.9 PSF +20.2 PSF / -22.0 PSF +19.0 PSF / -20.7 PSF +18.0 PSF / -19.8 PSF +15.8 PSF / -17.6 PSF WALL i5� +21.2 PSF / -28.3 PSF +20.2 PSF / -26.4 PSF +19.0 PSF / -23.9 PSF +18.0 PSF / -22.0 PSF 1 +15.8 PSF / -17.6 PSF NOTE, ALL EXTERI❑R DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2020. ALL C❑NNECTI❑NS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5. 2020 FBCR TABLE R301.2 COMPONENTS AND CLADDING - EXP. 'B' 140 Ult - ROOF NET UPLIFT SCHEDULE ROOF DEGREES ZONE MAIN ROOF (NOMINAL) EFFECTIVE WIND AREA 10 SO, FT, 20 SQ. FT. 50 SQ. FT. 100 SO. FT, > 20 TO 27 1 +15.8/-28.3 PSF +13.6/-25.1 PSF +10.8/-20.8 PSF +10r0/-17,6 PSF > 20 TO 27 2 2 O3 +15.8/-39.1 PSF +13.6/-34.9 PSF +10.8/-29.4 PSF +10.0/-25.3 PSF NOTE, ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. 2020 FBCR TABLE R301.2 COMPONENTS AND CLADDING - EXP. 'B' 140 Ult - ROOF NET UPLIFT SCHEDULE ROOF ZONE MAIN ROOF (NOMINAL) EFFECTIVE WIND AREA DEGREES 10 SO, FT. 20 SQ. FT. 50 SQ, FT, 100 SQ. FT. > 27 TO 45 1 +15.1/-30.1 PSF +13.1/-26.7 PSF +10.5/-22.2 PSF +10.0/-18.8 PSF > 27 TO 45 2 +15.1/-35.9 PSF +13.1/-28.3 PSF +10.5/-17.6 PSF +10,0/-17.6 PSF > 27 TO 45 2 +15.1/-45.4 PSF +13.1/-38.1 PSF +10.5/-28.4 PSF +10.0/-21.2 PSF > 27 TO 45 3 +15.1/-48.4 PSF +13.1/-36.4 PSF +10.5/-21.2 PSF +10.0/-21.2 PSF REQUIRED ATTIC VENTILATION AREA OF ATTIC 2154 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2154/300 7.18 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1034.0 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 517 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 517/115 TOTAL # OF VENTS REQUIRED 4.5 TOTAL # OF VENTS PROVIDED 5 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 517/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 44.05 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) Parent Approval Manufacturer Category - - Subcategory App/Seq # Proftct Model # or Name Model Description j FL15220.6 Plastico, Inc. - Exterior Doors Swingin Ext. Door - Opaque Fiberglass Door Entry Door - FL15220.5 Plastico, Inc. EXteriGi Doors ; Swinging Ext. xt. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Door i FL15279-R5 � --- - - - _ --- - - - --- - - - -- - Clo a Building Products Co an Exterior Doors Sectional Ext. Door Assemblies Clopay g �T FL19715 Silverline Bldg, Pmducts Windows Single -Hung V1 Series/70 Series Vinyl FL6067-R7 Silverline Bldg. Products - 11 Windows - Mullion FL16626-1-R3 __�Tamko Building Products Roofing Underlayments TW Underlayment FL16305.1-R3 Tamko Building Products_ Roofing Asphalt Shingles - _ Fiberglass Reinforced FL13192.2 rJames Hardie Panel Walls Siding- HardiePlank FL13223.2 James Hardie Panel Walls Siding HardiePanel FL15272 Alside _ Panel Walls _Soffits_- Aluminum FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors - HETA Embedded Truss Anchor FL11473-R2 -Simpson Strong -Tie Co. Structural Components Truss AnehMETA Embedded Truss Anchor o�s -- - - FL10456.2 R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2.5 FL10456.10-R .--- - - - - - 4 ;Simpson Strong -Tie Co. i Structural Components Wood Connectors Anchors SP1 FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SPZ- FL11473-R2 Simpson Strong -Tie Co. Structural Components Wo d Connectors Anchors LSTA12 Strap Ties FLF10655.11 - Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HUSC Beam Hangers - F-FL13904.6 Simpson Strong -Tie Co. uctural Components Wood Connectors Anchors MBHA Beam Hangers Str NOTE MV:, FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. AREA CALCULATIONS: 1567 SF - LIVING AREA 503 SF - GARAGE AREA 84 SF - PORCH AREA 2154 SF - UNDER ROOF 128 SF - LANAI AREA NOTE, ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE. 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. REVIEW OATE� p�N ��E�'NYF MINER ROOF PITCH 6 ON 12 MAR Z 3 Z011 ALL +NOR SHAL'_ COMPLY WjTH F CODES ;LOk)A SOWING C()l)E, NATIONAL ELECTRIC CODE, AND THE CITY hF ZERHYP!4ILLS ORDINANCES DRAWING PAGE INDEX BF-50-Al - ENGINEERING NOTES BF-50-A2 - FLOOR PLAN BF-50-A3 - ELEVATIONS BF-50-A4 - FOUNDATION PLAN BF-50-A5 - ROOF PLAN BF-50-A6 - ELECTRICAL PLAN BF-S1 - WALL SECTION & DETAILS BF-S2 - SECTIONS & DETAILS BF-S3 - ROOF NAILING & BRACING PROFESSIONAL BNGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wollaston Drive Dade City, FL 33525 Ph. 813-469-2289 Email: dWsflaeg0ma Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: RW RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 3855013thN.IfJ" Zephyrhills, Florida 33542 CONTRACTOR: BUTTSRFIBLD INVBSTMBNTS, LLC. I HOUSE PLAN ENGINEERING NOTES DWG. BF-50-Al REV. 0 n d Q9_ Rol FLOOR PLAN (FACES NORTH 1 /4"44' WINDOW SCHEDULE - - - - DESIGN PRESSURE AND MASONRY OPNG. I HEREBY CERTIFY THAT I HAVE REVIEWED - I SINGLE WINDOW DESIGN THIS PLAN AND FOUND IT TO BE IN -- - -- - - - -1 PRESSURE -ZONE 4 - ZONE-5 -- MASONARY/.-- COMPLIANCE WITH ASCB 7-16, & FBC 2020 WIND AREA DESIGN DESIGN PRESSURE PRESSURE FRAME OPENINGDES (7�' EDMOrn QUANTITY - _ CODE -- - WIDTH HEIGHT] - _SF -_ - - -,- - — POS NEG- POS� NEG_ WIDTHHEIGHT- _ _0 _ 22 SH TEMP/OBS 37 - 26 - 7 _ 21 2 _ -22 9 21.2 28.3 - - t 37 5M 26 - -- 1 0 2 23 S H - 24 SH 25 SH 37 - ! 37 - 38 1 /4 10- 50 5/8 13 63_ 16 -21.2- 22 9 21.2 -28.3 29 94 -32 521 21.2 28.3 29 52 -32 10�_21.2 -28.3 37 5/$ 38 1 /4 #j�P50 5M 37 5/863 _ - 4 35 SH -37 - 53118 _ 63 23 20.2 20.2 53 -22.0 -26.4 33/22 SH TEMP/OBS - - 3 35/2 SH 26 1/2t 26 1 %2 _ 38 1/4 7 63 11 21.2 —222 9- 21.2 ! -28 3 - 20.22 0 21.2 -28.3 27 1/818 1/4_ 27 1 /8 63 _ - 0 y �r 74 63 32 28 15 -30.73 20.2 -26.4 74 5/81 63 0 5H1 MULL 11 GARAGE NOTES: - INTERIOR GARAGE TO LIVING AREA SHALL BE SOLID CORE 13/8' TK. WOOD OR STEEL OR 13/8' TK. HONEYCOMB CORE STEEL DOOR 20-MINUTES FIRE -RATED PER R 302.5.1 - A/C DUCTS PENETRATING GARAGE/RESIDENCE WALL SHALL BE MIN. 26 GA. STEEL AND HAVE NO OPENINGS INTO THE GARAGE - CEILING AND WALL BETWEEN GARAGE AND RESIDENCE TO HAVE MIN. 1/2' G.B. (type X)- APPLIED TO THE GARAGE SIDE PEi� R302.6. WINDOW5 4 D00fR5 NOTE5 I- EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMAMWWDA 101/182 STANDARD AND BEAR AN AMMA OR WOMA LABEL IDENTIFYING THE MANUFACTURER PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING AGENCY. 2- WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURER SPECIFICATIONS AND AS INDICATED TO ACHIEVE SPECIFIED DESIGN PRESSURE. 3- DESIGN PRESSURE FOR WINDOW AND DOOR ASSEMBLIES SHALL BE 4&S PSF. MIN.S �k 1 3/8" MIN. SOLID WOOD DR OR 20 MIN. FIRE -RATED DOOR PER R302.5.1 OR SELF -CLOSING DOOR PER R302.1 DWELLING/GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS AND WALLS, TO BE NOT LESS THAN 1/2 09 GYPSUM BOARD OR EQ., APPLIED TO GARAGE FRAME SIDEWALLS AND CEILINGS. PER R302.6 AREA CALCULATIONS: 1567 SF — LIVING AREA 503 SF — GARAGE AREA 84 SF — PORCH AREA 2154 SF — UNDER ROOF 128 SF — LANAI AREA WALL LEGEND- BLOCK (CMU) WALL � BLOCK (CMU) SHEAR WALL 3/4" Tuff—R Insul. Hoard 3/4" Furring Strips 0 16" o.c. = 2" 1/2" dry..au MN MIS � Nam. _ FRAMEWALL INTERIOR ALL W/ 1/2" 2x4 DRYWALL EACH SIDE CONC. FILLED CELL ■ ONE (1) #5 VERTICAL DRAWING PAGE INDEX BF-50—Al — ENGINEERING NOTES BF-50—A2 — FLOOR PLAN BF-50—A3 — ELEVATIONS BF-50—A4 —FOUNDATION PLAN BF-50—A5 — ROOF PLAN BF-50—A6 — ELECTRICAL PLAN S1 — WALL SECTION & DETAILS S2 — SECTIONS & DETAILS S3 — ROOF NAILING & BRACING PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmail.com * : rf?608 _ :f STATE OF ;'Z. Plans By: Larry deMontmollin 90 county curb Tan Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. RBVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUITBRFIBLD INVESTMENTS, LLC. HOUSE PW, FLOOR Pr DWG. BF-50-A2 REV. 0 FRONT ELEVATION FACING NORTH 1/4"=1'-0" -------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E:1 LL�j +21.2PSF/-22,9PSF +21,2PSF/-22,9PSF RIGHT SIDE ELEVATION 1 /4"=1'-0" TOP OF RIDGE --------------- REAR ELEVATION 1 /4"=1'-0" -------- -- ------------------------- [E-j L E:I_j +21.2PSF/-22.9PSF +21.2PSF/-22.9PSF ----------------------------------------------------z- +21,2PSF/-22,9PSF LEFT SIDE ELEVATION 1 /4"=1'-0" I HEREBY CERTIFY THAT I HAVE RBVIEWBD THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7tL EDITION). PROFESSIONAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Di lve Dade City, FL 33525 Ph. 813-469-2289 • dwsflpeg@gma1Lc:om \,\CENSF';S���ii 53608 • �STA OF ��� iA5 Plans By: Larry deMoni3nollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.B.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013th. ST. ZephyrhilLs, Florida 33542 CONTRACTOR: BUTrERFIELD INVESTMENTS, LLC. HOUSE PLAN ELEVATIONS DWG, BF-50-A3 REV. 0 AQ'—Q" FOUNDATION PLAN 1/4"=1'-0" -(1) 05 BAR (CONTINUOUS) COr CONCRETE EDGE DETAIL @ PORCH & LANAI SHEET NOTES O 12' X 20' THICKEN EDGE W/ (2) 15 REBARS O 12' X 16" THICKEN EDGE W/ (2) #5 REBARS O 16' X 16" THICKEN EDGE W/ (2) #5 REBARS ® 36' X 36" X 12" PAD W/ (4) 15 BARS EACH WAY O 30' X 30" X 12" PAD W/ (3) #5 BARS EACH WAY © 8' X 8' THICKEN EDGE W/ (2) #5 REBARS 0 ® #5 DOWEL EMBED ACI STD. BEND 6" IN FTG. PROVIDE 25 PROJECTION ABV. F.F. FOR LAP. 9 GROUT CELLS SOLID. DOWEL TO MATCH RTICAL REINFORCING W/25" MINIMUM LAP HEADER BLOCK — 6x6 10/10 W.W.M. 6 MIL VAPOR CLEAN, POISONED — AND COMPACTED STANDARD 90' BEND (1) 15 VERT. IN ALL CELLS 4'X4" INSPECTION PORT AT EACH ALL CELL TYPICAL MIN. OPENING = 3" GRADE Ril = � �I I II I I � � • �..' . -III—III—III ° a_...� (2) 15 CONTINUOUS PER TABLE R403.1.2 (FOOTING A) LOAD BEARING EXTERIOR WALL FOOTING 3/4" = 1'-0" 1/4" DIA. E.B. OR TOGGLE VI" 24" O.C. 2X4 STUDS 016' O.C. - 2X4 P.T. STUD HEADER BLOCK 2X4 P.T. PLATE 66 10/10 W.W.M. °. a.- 6 MIL VAPOR BARRIER III CLEAN, POISONED _ AND COMPACTED - STANDARD 90' BEND a 4d °•' I�a ALL CELLS VOWEL TO MATCH ICAL REINFORCING W/N MINIMUM LAP 4'X4" INSPECTION PORT AT EACH ALL CELL TYPICAL MIN. OPENING = 3' W, (2) J5 CONTINUOUS FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 2X STUDS @ 16" O.C. W/ R-11 INSUL (MIN. w/"2X P.T. BOTTOM PLATE W/ 1I2 0 L" BOLTS AT 4'-0 O.C. (MIN. 6" EMBEDMENT) 4" THICK CONC. SLAB _4» 4" THICK CONC. SLAB WITH 6x6-10/10 W.W.M. WITH 6x6-10/10 W.W.M. ON 6 MIL VAPOR ON 6 MIL VAPOR BARRIER BARRIER e a ° T w I _ _— \ .. ° ° � • III —III- O °° ;III-1 1= a . • • � .: a � ...= (2) #5 CONTINUOUS v 8" I. 1'-4" I. I. 4" SECTION @ STEPDOWN @ GARAGE 3/4" = 1'-0" TABLE R403.1.2 FOUNDATION UPLIFT (ASD) DESIGN DETAILS I HEREBY CERTIFY THAT I HAVE REVIBWBD THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDMON). W 4:� 1) Z 1" 4:1 il 10 I :(M ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 9909 Wallaston Drive Dade City, FL BUS Ph. 813-469-2289 Email: dwsfl o com ®10140>EE iP /©s® cc '• No. 3608� • a S A EOF OR 10! O T W SLAB/WALL RESISTANCE FOOTING TYPE NOTES (inches) (inches) (plf) ® Mono 20 12 6 502 3 Mono 20 16 6 585 3 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. R403.1.4 MINIMUM DEPTH Exterior footings shall be placed not less than 12" below the finished grade of ground surface. Plans By: Larry deMontmollin 90Country Cub Tan Mulberry, FL 33860 Phoae:(863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: I DATE: RO 1 RO 3 RO 4 PROJECT ADDRESS: 3855013th ST. Zephyrhills, Florida 33542 CONTRACTOR: BUITBRFIBLD INVBSTMBNTS, LLC. I HOUSE PLAN FOUNDATION PLAN NTS DWG, BF-50-A4 REV. 0 .f f u An$ Q" ROOF PLAN 1 /4"=1'-0" NOTES INFORMATION PRESENTED IN THIS LAYOUT IS ONLY TO CONVEY THE DESIGNER'S INTENT. FINAL FLOOR AN ROOF FRAMING PLANS (INCLUDIW-z PERMANENT SUPPORTS) MUST BE ENGINEERED BY THE TRUSS SUPPLIER ITEM NO. O O O O O O O O TYPICAL INSIDE COMER 5EC I ION "a " SCALE: I'm 1 ' -0' PP RO TOP PLATE TYPICAL OUTSIDE CORNER 5E CT I Oil lib" 5CALE:1' = I' -0' 5EX-1 5EARING ON COLUt'-IN "Ix , Vil I,-%d CONNECTOR H10 511`-If=5ON CONNECTOfR NITS PROPOSEI' ROOF TRUS :TA WITH TSS 1IET,41& 511 1f=SON CONNECTOfR HE TA 20 5CONNECTOfR NITS STRAP ANCHOR CORNER, FfR,41ING IDETA1L SCALE: N.T.S GIRDER TO GIRDER CONNECTORS TO BE SELECTED BY TRUSS DESIGNER 511 11='SON CONNECTOR TA5LE CAT. NO. NO. OF FASTENERS UPI IFT LOAD META16 12-106 x1-1/2 14W HE TA 20 2/META16 1 12-10d x1-1/2 E H10 18-8d x 11/2' H2B 1 415 * MT530 1 10-1001 x 112' MBHA 3.12-1125 1 18-I0d EACH SP4 18100 1490 * EACH 905 * 415 995 * 1885 * 4380 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 9909 WaLuMn Drive Dade City, FL 33525 Ph. 813-469-2289 Email: dwsflpeg@ginail.00m ♦e\1.53 1 IV LENS' 08 NA 1 EN����♦ ��� 111111��d Plans By Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 3855013th. ST. Zephyrhills, Florida 33542 REMARIGS CONTRACTOR: SEE DETAIL BUITERFIELD INVESTMENTS, LLC, SEE DETAIL HOUSE PLAN ROOF PLAN DWG, BF-50-A5 REV. 0 GIRDER TO GIRDER CONNECTORS TO BE SELECTED BY TRUSS DESIGNER GFl ■ 1-_— MASTER BATH AFC ■ HB , WP I W.I.C. L----------------� 2868 ■ AFC MASTER SUITE 'If GFI 1 2868 C UTILITY ROOM-- — L�1 DRYER U WASHER WA/C s cE .�-- GFI BEARING WALL \\\ F �ATTIC ACCESS I I I \ C 22x54 I I ■ \ L_ — j GA I i i ■ I GARAGE I I I I � 11 r------------------------------------------i 1 � 11 ■ I 11 l 11 V I I I\ 16070 \ ■ ■ kL. co PATI❑ ■�—'I■ ■I' 4■I ■ FOYER i P� ELECTRICAL PLAN 1 /4"=1'-0" 35 SH EGRESS ■ ■ GFI DINING ROOM ■ a___ GFl GFl GFl KITCHEN I �— ■ REF. — J GA Ir---- — — ---- I i � ! PANTRY i AFC 0 \\ � l AFC U BEDROOM #3 AFC 35 SH III EGRESS PORCH BATH #2 ��l ------------- SDi0, I� '? AFFCCc AFC U BEDROOM #2 AFC db 35 SH EGRESS ■ ■ 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CAN BY ELECTRIC UTILITY CO. O AMP L2* C WITH 3-4 0 THW AL TO UNDERGROUND #4 CU. GROUN 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) A EX. 200 AMP ELECTRICAL RISER 100 AMP MAIN BREAKER 20 CIRCUIT SURFACE MOUNT PANEL #4 SER CU. OR #2 SER ALUMN. ELECTRICAL SCHEDULE SYMBOL DESCRIPTION — — — INDICATES SWITCH LEG CIRCUITING DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER 0 42" A.F.F. 220V RECEPTACLE GFI GROUND FAULT INTERRUPT RECEPTACLE WP WEATHER PROOF DUPLEX RECEPTACLE ® SPECIAL PURPOSE OUTLET SURFACE MOUNTED INCANDESCENT LIGHT -0- SURFACE MOUNTED INCANDESCENT STRIP LIGHTING FLORESCENT STRIP LIGHTING -�- CEILING MOUNTED INCANDESCENT LIGHT 0 CEILING RECESSED MOUNTED INCANDESCENT LIGHT ;DB SINGLE PUSH BUTTON DB = DOOR CHIME, GD = GARAGE DOOR $ SINGLE POLE SWITCH $3 3-WAY SWITCH SECURITY FLOOD LIGHT 0 EXHAUST FAN ® CHIME o ELECTRICAL PANEL BOARD TV TELEVISION JACK WALL TELEPHONE E5 DISCONNECT 0 THERMOSTAT SD SMOKE DETECTOR SMOKE DETECTOR/CARBON MONOXIDE DETECTOR COMBINATION CEILING FAN /W LIGHT DASHED INDICATE PREWIRED FOR CEILING FAN LIGHT ON TWO SWITCHES i i _J BRACED FO CEILING FAN/LIGHT) 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) BEDROOM EMERGENCY EGRESS SHALL BE DIRECTLY TO OUTSIDE EGRESS WINDOWS 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 SHAM BE INSTALLED IN GARAGE ADDITIONS, BATHROOMS &KITCHENS, LAUNDRY ROOMS AND OUTSIDE RECEPTACLES I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7tb. EDITION). PROFESSIONAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 9909 Wallaston Drive Dade City, FL 33525 Ph. 813-469-2289 Email: l- dmBpegOgmalcom RI � •...c. A.�• • V �s® /4 : o. 53 08 jj _sty -� ? ATE l r ��. .w NA 1. Plans By Larry deMontmollin 90 Country Club Lace Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013dh. ST, Zephyrhills, Florida 33542 CONTRACTOR: BUITERFIBLD INVSSTMBNTS. LLC. I HOUSE PLAN ELECTRICAL PLAN N.T.S. DWG. BF-50-A6 REV. 0 aV. M ' TABLE R803.2.2 30 YR. DIMENSIONAL SH NOES ON 301 FELT PAPER ON 7%16 SHEATHING SEE TABLE R803.2.2 FOR SHEATHING THK. EXP. B, 140 mph WINDSPEED, PER ASCE 7-16. FASTEN SHEATHING PER R803.3.1 UNDERLAYMENT APPLICATION OPTIONS 1,2,3 FOR ASPHALT, METAL, & MINERAL SURFACED TYPE ROOF COVERINGS. PRE-ENGs. WOOD TRUSSES w 24' O.C. META16 ANCHOR EA. TRUSS GALV. DRIP ON 2x CONT. FASCIA W/ ALUM. COVER (TYP.) MIN. ROOF SHEATHING THICKNESS RAFTER/TRUSS SPACING 24 INCH OC WNDSPEED 140 m h 150 m h 160 m h MIN. SHEATHING THK., INCHES (PANEL SPAN RATING) EXP. B 7 16 (24/16) 15 32 (32/16) 19 32 (40/20) TABLE R803.3.1 ROOF SHEATHING ATTACHMENT RAFTER/TRUSS SPACING 24 INCH OC WINDSPEED 140 mph 150 mph 160 mph E I F I E I F E I F EXP. B RAFTER/TRUSS SG = 0.42 6 6 6 6 4 4 RAFTER USS SG = 0.49 6 6 16 16 6 1 6 FOR 15/32' SHEATHING THK. OR LESS FASTEN W/ ASTM F-1667 RSRS-01 (2 13/8' z 0.113' RING SHANK NAILS PLASTERING WITH PORTLAND CEMENT PLASTER IN ACCORDANCE WITH R702.1 MIN. THK. = 1/2' 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 EL.8'-O' 0 �o CONTINUOUS VENTED ALUM. SOFFIT BOND BEAM W/ 1 * 5 CONT. 1/2' STUCCO SAND FINISH 05 VERTICAL RE5AR IN FILLED CELL (SEE PLAN) 8' CMU WALL * 5 DOWEL W/STD HOOK 10' L. 25' LAP MIN. W/WALL REINF. 4'x4' INSPECTION PORT AT EA, FILLED CELL ALL 5LOCK CELLS BELOW FLOOR SLA5 TO \ 5E GROUT FILL SOLID 12 5 ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A (SEE CALCULATIONS) �R-30 ROOF INSUL. (TYP.) '/2' CD. 5D. CEILING (TYP.) OR NGE 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 BBOARD - R-5.0 - - 4' CONC. SLA5 W/6x6 - 10x10 WWF OVER 6 MIL VAPOR BARRIER ON 95% MIN. COMPACTED FILL a FINISH FLOOR EL. (0'-0') FINISHED - CsRADE s x a ) x x a x- X x X X X--�X—X- a o \\ COMPACTED FILL 12'x2O' CONC. FTG. W/ 2 - 45 12' CONT. (TYP.) 12 5 - SHINGLE ROOF (TYP.) 17 iv GYP. 5D. CLGs. (TYP.) - ----- ------ - -- 1/2' GYP. 5OARD ON P.T. FURR. g 16' O.C. O.H. DOOR 4' CONC. SLA5 5E CT I Oil ,LS, J(O SCALE . 3/4' = 1' -0' PRE-ENGINEERED WOOD TRUSSES a 24' O.C. (TYP.) META16 ANCHOR EA. TRUSS VENTED ALUMN. 1'-0' SOFFIT OH. EL. -1'-0' 0 NEW APRON DRIVEWAY SLOPE 1/8' / FT. X X X Q XXXX XX-X- 0 \\\ \ \ \ \ \ \ \\ �i i\ a 3 6EC,T ION \\ \'\\ 12'x2O' CONC. �_ro SCALE : 3/4' = 1'-0' 12' FTG. W/ 2- *5 CONT. (TYP.) 8' - ASPHALT SHINGLE 30 YEAR PRE-ENG. WOOD TRUSSES ® 24' O.G. META16 ANCHOR EA. TRUSS GzALV. DRIP ON 2x6 CONT. FASCIA W/ ALUM. COVER 1/2' CO. 50. (TYP.) CEILIW-z (TYP.) 1'a OH. • CONTINUOUS EL. 1'-4' VENTED ALUM. SOFFIT 1/2' GYP. 5D. ON P.T. FURR. * 16' O.G. 1/2' STUCCO SAND FINISH PRE -CAST LINTEL O W/ w5 SOLID FILL. LINTEL ELEVATION SINGLE HUNG WINDOWS a0 TO 5E ADJUSTED FOR WINDOWS WITH ARCHES. CONC. SILL I 4' GONG. SLAB �a F.F.E. 0' -0' x x =°X' XX—xx Xx—x o x X_7� o cp ZIA COMPACTED ILL 12'x2O' CONC. 12' FTG. W/ 2 - 05 CONT. (TYP.) 2 5E CT I ON ,G-(o SCALE : 3/4' = 1'-0' 5ECTION f=oRC�4 _ SCALE 3/4' = 1' -0' 7I u QN atrl i 2' X 6' RAFTERS - *2 SYP VA W/126. EA. END 2' X 4' 5LOCKING W/12d. EA. END - TO TRUSS VALLEN' CONVENTIONAL PfRAMING SCALE : NTS. P.C. CONC. LINTEL * 5 ROD 3/16' X 2-1/2' TAPCONS TYP. * 8 X 1' SELF THRAD ING PHILLIS PAN -HEAD CADIMINI. PLATED SCREWS 24' O/C MA ALL SIDES -- SINGAL HUNG ALUM. WINDOW CONT. CAULKING MAR5EL SILL TYP. 3/16' X 2-1/2' TAPONS FASTEN INTO MAS. ALL SIDE P.G. CONC. SILL T'* FICAL UJINDOUJ SCALE : 1-1/2' = 1'-0' I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). PROFBSSIONAi. ENGINEER SBAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 S 9909 Wallaston Drive Dade City, FL 33525 Ph. 813-469-2289 Email: dWsfl 9 ail.c�om •eeRe a I'� / J3608 '" e e � -;3 : A , NA I. E .*,N is 111110 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: I.B.D. RBVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013th ST. Zephyrhills, Florida 33542 CONTRACTOR: BUTTSRFIBLD INVBS"fMBNTS, LLC. I HOUSE PLAN WALL SECTIONS & DETAILS DWG, BF-S1 REV. 0 J GIRDER TRUSS 8x8x16 CMU EXT. WALL 15# FELT VDIA. E.B. OR TOGGLE ILTS ® 24' O.C. 20 P.T. STUD . . STUD BEARING WALL TO BLOCK SECTION 3/4" = 1'-0" LINTEL RATINGS LINTEL LENGTH CLEAR SPAN I LINTEL plf 2'-10' 1'-6' 1700 3'-6' 2'-2' 1700 4'-0' 2'-8' 900 4'-6' 3'-2' 900 5'-4' 4'-0' 900 5'-10' 4'-6' 900 6'-6' 5'-2' 1200 7'-6' 6'-2' 800 8'-4' 7'-0' 650 9'-4' 8'-0' 450 10'-6' 9'-2' 350 11'-4' 10'-0' 450 12'-0' 10'-8' 400 12'-6' 11'-2' 350 13'-4' 12'-0' 350 14'-0' 12'-8' 350 14'-8' 13'-4' 350 17'-4' 16'-0' 470 19'-4' 18'-0' 500 DBL 20 TOP PLATE SIMPSON SP2 ___= ;1 SP2 R11 BATTS INSULATION FIRE STOPPING DWELLING -GARAGE ARE SEPARATION 1/2' GYPSUM BOARD, GARAGE SIDE REF. TABLE R302.6 2x4 STUDS 016' O.C. - SIMPSON SP1 l' SP1 2x4 P.T. PLATE W/ 1/2' J-BOLTS x 7' EMBED H6 SIMPSON (TYP AT EACH STUD) DOUBLE HEADER (SEE HEADER TABLE FOR SIZE) ATTACHED TOGETHER USING DOUBLE ROAD OF 10d COMMON NAILS AT 6" O.C. EDGE OF SLAB SEE PLAN 5 VERT. WALL IEINF. GROUT CELLS SOLID CONC. FTG. BELOW 1/2'z8' J-BOLT — I — SEE PLAN W/ NUT & 2' SQ. WASHER x 1/8' OR 9/16' WASHER I — — (3) PER SIDE • P.T. DOOR STOP I I W/ D"5 < "3UTIES 0UMN '42L.. , TRACK BRACKET — 2x6 PT JAMB 0 ATTACH PER MFG. RECOMMENDATIONS GARAGE DOOR ATTACHMENT DETAIL I — 3/4" = 1'-0" SIMPSON SP 2 TYPICAL OPENING FRAMING ^v' N, L L i NTS ACK STUDS EACH ;IDE. SEE HEADER ABLE FOR NUMBER )F JACKS) COLUMN DETAIL 3/4" = 1'-0" TRUSS BOTTOM CORD OR 2 X 4 BLOCKING W/2 16d NAILED EA. END. 20' SO. CMU BASE I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (AL EDITION). ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 `, 411 ® Email: dwsflpe@ea ink"net ® VN T O �#w S � r No. 5 08 ® • ,� J Sr A�ATI°P ON OR Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 2-15-21 DRAWN BY: L.E.D. 112' CD. GB �--J / y I (TEXTURE FIN.) REVISION: DATE: SIMPSON STC W/3 - 8d COMMON NAILS 12' 2x4 PT. PLATE 1/2' GYP. BD, EA. 51DE 4 2x4 STUDS 6 16' O.C. (DOUBLE STUDS AT OPENINGS a CORNERS) 2x4 BLOCKING FIRE STOP MPSON HDU5 2x4 PT. PLATE W/1/4' DIA. 3' L. TAPCON OR EQ. AB.* 32' O.G. BOT. PLATE FLOOR SLAB ANCHOR BOLT (5/8) 9 5AWCUT TO BE FILLED W/ 0-i ELASTOMERIC SEALANT AFTER CLEANING OUT WITH COMPRE55ED AIR QCONCRETE FLOOR SLAB ON GRADE T''f'IGAL INTEfR10iR f=y4fiRTITION SCALE: 1' = V -0' COMPACTED FILL Q —VAPOR BARRIER SAWED JOINT TO BE SAW -CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT CONTfROL JOINT. 7* FIGAL CONCfRETE SLAB SAUJ-CUT IDETAIL SCALE: 3/4' = V-0 R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN SECTIONS & DETAILS DWG, BF-S2 REV. 0 2e 4 ft. i s 4 ft.\\ 4 ft. " i .., 2 r 4 f t. 2 e 1 `'� �`: 1 ' 2 e ;f 2r 4 f t. ., s 4 f t. i i ;' -- ____ ____—_—_________-____��.., ; 4 f t. � fj 1 �; � i 4 ft*//// 4 f t. 2e 4 f t. I I 2X4 CROSS —BRACING (D RIDGE 0 z n'— n" nA ) ROOF NAILING PER R301.2 TOP/BOTTOM CHORD GABLE END BRACING C) 48" O.C. MAX. FOR THE FIRST 4 ROWS OF TRUSSES ---------------------------------- - - - - - - ---- ---- - - - \_ ---- ----- ----- ----- >< >< >< ------- - --- - - - - - - - ------- ------ RIDGE -------- ------- O X Q 00:2 —� m Q - ---- ---- ----- ----- -- -- ------- ------- ------- ------- ------- ------- U O X Q 0 REQ. MINIMUM TRUSS BRACING SEE TRUSS M FR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. WAILS COMPONENTS & CLADDING PRESSURE ZONES NOTE "a" = 4 FEET IN ALL CASES TABLE R803.2.2 MIN. ROOF SHEATHING THICKNESS 140 mph WINDSPEED � 140 mph WINDSPEED � � � RAFTER/TRUSS SPACING 24 INCH OC WINDSPEED 140 mph 150 mph 160 mph MIN. SHEATHING THK., INCHES (PANEL SPAN RATING) EXP. B 7/16 (24/16) 15/32 (32/16) 19/32 (40/20) TABLE R803.3.1 ROOF SHEATHING ATTACHMENT RAFTER/TRUSS SPACING 24 INCH OC WINDSPEED 140 mph 1150 mph] 160 mph El F El F E IF EXP. B RAFTER TRUSS SG = 0.42 6 6 6 6 4 4 RAFTER/TRUSS SG = 0.49 6 6 6 6 6 6 FOR 15/32" SHEATHING THK. OR LESS FASTEN W/ ASTM F-1667 RSRS-Ol (2 3/8" x 0.113" RING SHANK NAILS) I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7tL EDITION). PROFESSIONAL 0 ENGINBER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallaston Drive Dade City, FL 33525 Ph. 813-469-2289 Email' Ott No. 5 g g AS,TAT OF Q •� r rr� ►J% Plans By: Larry deMonlmollin 90 Coumay Club Lane Mulberry, FL 33860 Phone (863)397-7525 DATE: 02-15-21 DRAWN BY: L.B.D. RBVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855013th ST. Zephyrhills, Florida 33542 CONTRACTOR: BUITSRFIBLD INVBSTMBNTS, LLC. HOUSE PLAN ROOF NAILING & BRACING DWG, BF-S3 REV. 0 h 9 & (I s671 ts • 4