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HomeMy WebLinkAbout38852 13th Ave. ENGINEER'S NOTES ALL WORK TO BE DONE ACC❑RDING 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 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 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' 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 L❑ADSi 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) = 108 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❑; 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 SUMMARY1 BUILDING USE1 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, 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) FLORIDA APPROVED PRODUCTS LIST j 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 Entry Door FL15220.5 FL15279-R5 Plastico, Inc. Clopay Building Products Company Exterior Doors Exterior Doors Windows Swinging Ext. Door Assemblies Sectional Ext. Door Assemblies Single -Hung Opaque Fiberglass Door V1 Series/70 Series Glazed Fiberglass Door Vinyl FL19715 Silverlme Bldg. Products FL6067-R7 Silverline Bldg. Products Windows Mullion {{' Aluminum FL16626-1-R3 FL16305.1-R3 Tamko Building Products Tamko Building Products Roofing Roofing Underlayments Asphalt Shingles TW Underlayment Fiberglass Reinforced FL13192.2 James Hardie Panel Walls Siding HardiePlank Ir 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 Anchors META Embedded Truss Anchor - FL10456.2 R4 Simpson Strong -Tie Co. - Structural -Components Wood Connectors Anchors -- --- H2.5 -------- FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP1 FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP2 _ FL11473-R2 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties FL10655.11 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HUSC Hangers Beam Han g _ FL13904.6 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors MBHA Beam Hangers NOTE 22t-y- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. FBCR 2020 - COMPONENTS AND CLADDING - EXP. 'B' PER FBCR R301.2 140 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, WALL O +21.2 PSF / -22.9 PSF +20.2 PSF / -22,0 PSF +19,0 PSF / -20.7 PSF +18.0 PSF / -19.8 PSF WALL n +212 PSF / -28.3 PSF +20.2 PSF / -26.4 PSF +19,0 PSF / -23,9 PSF +18,0 PSF / -22.0 PSF AREA CALCULATIONS: 1567 SF - LIVING AREA I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN 500 SQ. FT. COMPLIANCE WITH ASCE 7-16, & FBC 2020 +15.8 PSF / -17,6 PSF r7aL ME1 ON). +15.8 PSF / -17.6 PSF ` W. Li NOTE, ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2020. ALL C❑NNECTIONS 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 MAIN ROOF (NOMINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ, FT. 20 SQ. FT. 50 SQ. FT, 100 SQ. FT. > 20 TO 27 O +15.8/-28.3 PSF +13.6/-25.1 PSF +10.8/-20.8 PSF +10.0/-17.6 PSF > 20 TO 27 0 O +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 MAIN ROOF (NOMINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ, FT, 20 SQ, FT, 50 SQ. FT, 100 SQ. FT. > 27 TO 45 O +15.1/-30.1 PSF +131/-26.7 PSF +10.5/-22.2 PSF +10.0/-18.8 PSF > 27 TO 45 2� +15.1/-35.9 PSF +13.1/-29.3 PSF +10.5/-176 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 503 SF - GARAGE AREA 84 SF - PORCH AREA 2154 SF - UNDER ROOF 128 SF - LANAI AREA NOTEi 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. ROOF PITCH 6 ON 12 PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSB NUMBER: 53608 9909 Wallaston Drive Dade City, FL 33525 Ph. 813-469-2289 Email: dws fteg ftmalcom ��NA4 11lfi rs ��,' N E L. 7-0 e ,.�•$�� ENSoe „.° r No. ? 06 ... ' ST e� , -. 4 0 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 ALL tlVORK SHALL COMPLY WITH PREVAILING t'�" ES EL0R!0 \ BUILDING CODE, ICODES - INA ZONAL ELECTRIC CODE, AND THE CIT`�' CF ZEPHYI1HILL8 ORDINANCES REVIEW DATE - CITY OF ZEPF YRHI PLAN EXAMINER DRAWING PAGE INDEX BE-52-Al - ENGINEERING NOTES BE-52-A2 - FLOOR PLAN BE-52-A3 - ELEVATIONS BE-52-A4 - FOUNDATION PLAN BE-52-A5 - ROOF PLAN BE-52-A6 - ELECTRICAL PLAN BF-S1 - WALL SECTON & DETAILS BE-S2 - SECTIONS & DETAILS BE-S3 - ROOF NAILING & BRACING DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: I DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 38552 . � �ffo'e- Zephyrhills, Florida 33542 CONTRACTOR: BUITERFIELD INVESTMENTS, LLC. HOUSE PLAN ENGINEERING NOTES DWG® BF-52-Al REV. 0 A O, Oq FLOOR PLAN - FACES NORTH 1 /4"=1'-0" WINDOW SCHEDULE DESIGN PRESSURE AND MASONRY OPNG. PRESSURE ZONE 4. 5 - -1 -- ---.-.- HEIGHT ------� WIND AREA SF DESIGN PRESSURE --ZONE - DESIGN PRESSURE NTIIY WIDTH POS NEG POS I NEG 0 -_ _CODE _ 22 SH. TEMP/OBS 37 26 7 2-1_,2_ -22.9 21.2 -28.3 . 1 23 SH 37 38 1/4 10 21.2 1-22.9 -21.2 1-28.3 0 24 SH 50 5/8 13 29.94 1 -32.52 21.2 -28.3 2 25 SH _37 _ 37 63 16 29.52 I -32.10 21.2 -28.3 4 _ 35 SH 53 1/8 63 23 20.2 1 -22.0 20.2 -26.4 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN somw i = . _ COMPLIANCE WITH ASCE 7-16, & FBC 2020 FRAME (7th. EDITION). 1PENING TH i HEIGHT 37 518 37 5/8 37 5/8 38 1 /4 63 3 33/22 SH I LMN/Vt35 1 26 1/21 38 1/4' 7 1 21.2 -22.9 21.2 -28.3 27 1/81 38 1/4 0 35/2 SH 126 1/2t 611 20.2 -22.0 21.2 -28.3 27 1/81 63 0 ��2) 25-SH _ _ --_-- _ 74 -- - 63 32 1 28.15 -30.73 20.2--_ -26.4 74 5/8 _ 63 __-- - --- - - - -- -------- --- --- --- - -.-.-_ _ . --- 0 T5H1 MULL .------ GARAGE NOTES- - INTERIOR GARAGE TO LIVING AREA SHALL BE 50LID CORE 13/6" TK WOOD OR STEEL OR 13/S" TK. HONEYCOMB CARE STEEL DOOR 20-MINUTES FIRE -RATED PER R 302.S,1 - A/C DUCTS PENETRATING GARAGE/RESIDENCE WALL SHALL BE MIN. 2(o 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 51DE PER R302.6 UJINDOWS 4 DOOfRS NOTES 1- EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/152 STANDARD AND BEAR AN AMMA OR WDMA 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 48.9 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" GYPSUM BOARD OR EQ., APPLIED TO GARAGE FRAME SIDEWALLS AND CEILINGS. PER - R302.6 AREA CALCULATIONS: 1567 503 84 SF SF SF - LIVING AREA - GARAGE AREA - PORCH AREA 2154 128 SF - SF UNDER ROOF - LANAI AREA WALL LEGEND- DRAWING PAGE INDEX BE-52-Al - ENGINEERING NOTES BE-52-A2 - FLOOR PLAN MHERMHUMME BLOCK (CMU) WALL 13E-52-A3 - ELEVATIONS z BLOCK (CMU) SHEAR WALL BE-52-A4 - FOUNDATION PLAN � x 3/4» Tuff-R >in8ul. Boars " 3/4" Furring Strips 0 18" O.C.= 2 B E- 5 2- A 5 -ROOF PLAN 1/2" drywall BE-52-A6 - ELECTRICAL PLAN S1 - WALL SECTION & DETAILS - FRAME INTERIOR WALL 2x4 WALL W/ 1/2" S2 - SECTIONS &DETAILS DRYWALL EACH SIDE S3 - ROOF NAILING & BRACING CONC. FILLED CELL ■ ONE (1) #5 VERTICAL 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 fr.mcF� a®" �nVA, ts� j{ � aee O`er 1 Y ®® e 1� ® - 5,36011) p O /4, � NA � I � :%� 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: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUITERFIELD INVESTMENTS, LLC, HOUSE PLAN FLOOR PLAN Tnp nF RTnFF 00 FRONT ELEVATION FACING NORTH 1 /4"4-0" E] +21.2PSF/-22,9PSF +2L2PSF/-22,9PSF LEFT SIDE ELEVATION 1/4"=1'-0" REAR ELEVATION 1 /4"=1'-0" +21,2PSF/-22,9PSF --------------------------------- -- --- +21,2PSF/-22,9PSF +21,2PSF/-22,9PSF ----r------------------------------------------------------ RIGHT SIDE ELEVATION I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSB NUMBER: 53608 9909 Wallaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gmaiLcom ,1�EN a � ®� No.'— Vo- 1608 T p . T .� �. Q 4 /d/V b. `� 61N ,rill{�i�`��� 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: RO 1 RO 2 Ui1K? al DATE: PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUITERFIELD INVESTMENTS, LLC. DOUSE PLAN ELEVATIONS DWG, BF-52-A3 REV. 0 A,q'— n„ FOUNDATION PLAN 1/4"=1'-0" (1) *5 BAR (CONTINUOUS) CLEAN COMI=ACTED au 8' CONCRETE EDGE DETAIL @ PORCH & LANAI SHEET NOTES O 12" X 20" THICKEN EDGE W/ (2) #5 REBARS O 12" X 16" THICKEN EDGE W/ (2) #5 REBARS O3 16" X 16" THICKEN EDGE W/ (2) #5 REBARS ® 36" X 36" X 12" PAD W/ (4) #5 BARS EACH WAY O5 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. OGROUT 9 CELLS SOLID. #5 DOWEL TO MATCH F(1) #5 VERT. IN VVEERTICAL REINFORCING=J� W/25" MINIMUM LAP FILL CELLS HEADER BLOCK � 4"X4" INSPECTION PORT AT N�14 . . EACH HILL CELL TYPICAL 6x6 10/10 W.W.M. MIN. OPENING = 3' GRADE 6 MIL VAPOR BARRIERI = II I II I I ° `III=III=1 I I- -1 I J—I I I —I a I —I I —I CLEAN, POISONED b . AND COMPACTED STANDARD 90' BEND I I = I —I I I -I 11' (2) #5 CONTINUOUS PER TABLE R403.1.2 (FOOTING A) LOAD BEARING EXTERIOR WALL FOOTING 3/4" = 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). PROFESSIONAL 1/4" DIA. E.B. OR TOGGLE BOLTSTUDS 16" O.C. S ®24" D.C. 2X4 ENGINEER OF RECORD 2X4 P.T. STUD FILL CELLS David W. Smith P.E. #5 DOWEL EMATCH HEADER BLOCK VVEERTICAL REINFORCING W/25" MINIMUM LAP 2X4 P.T. PLATE 4"X4" INSPECTION PORT AT FLORIDA LICENSE NUMBER 53608 64 10/10 W.W.M. EACH FILL CELL TYPICAL MIN. OPENING = 3 9909 Wallaston Drive Dade City, FL 33525 - — — GRADE 6 MIL VAPOR BARRIER III —I 11— Ph. 813-469-2289 =1 I I —III —I I —III —III— E• d CLEAN, POISONED AND COMPACTED STANDARD 90' BEND __= = ° ° mailfl III=1II Ws pegC�gmail.com -1 � 111 I l i—III --III—I I N e....ae"e° V —III—III—III—III—III- � �' ---—�—� (2) #5 CONTINUOUS ° " N 08 FRAME WALL TO LOAD BEARING CMU CONNECTION 1 d°_° ee �CAv OF p ae 3/4" = 1'—O" S•yt�r e" /it, �® t 4" THICK CONC. SLAB WITH 6x6-10/10 W.W.M. ON 6 MIL VAPOR BARRIER f I I F_ 00 —I I I— — 4„ - 2X STUDS @ 16" O.C. W/ R-11 INSUL. (MIN. w/ 2X P.T. BOTTOM PLATE A 1)2 0 L BOLTS AT 4'-0 O.C. (MIN. 6" EMBEDMENT) r-4" THICK CONC. SLAB WITH 6x6-10/10 W.W.M. ON 6 MIL VAPOR BARRIER —,� (2) #5 CONTINUOUS 8" 1'-4" 4" SECTION @ STEPDOWN @ GARAGE 3/4" = 1'-0" J U TABLE R403.1.2 FOUNDATION UPLIFT (ASD) DESIGN DETAILS T W SLAB/WALL RESISTANCE FOOTING TYPE (inches) (inches) (plf) NOTES ® Mono 20 12 6 502 3 Mono 20 16 6 585 3 Mono 20 1 12 13 796 3 ® Interior Mono 1 20 I 16 I 13 I 879 I 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 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC, HOUSE PLAN FOUNDATION PLAN NTS aEv. o ROOF PLAN A0'_R" NOTES INFORMATION PRESENTED IN THIS LAYOUT 15 ONLY TO CONVEY THE DESIGNER'S INTENT. FINAL FLOOR AN ROOF FRAMING PLANS (INCLUDING PERMANENT SUPPORTS) MUST BE ENGINEERED BY THE TRUSS SUPPLIER TYPICAL INSIDE CORNER 6ECTION Ala 11 SCALE:I°=1'-O' Pf RO TOP PLATE CTLn A b TYPICAL OUTSIDE CORNER SECTION 111011 5CALE:1 ° =1' -0" A4 l EAfRING; ON COLU'1�1N -,�r 11 SON CONNECTOR H10 51Mf=,50N CONNECTOfR NT5 PROPOSE^ ROOF TRUS ETA WITH T66 1''1 T,41(q 5111f=50N CONN CTOfR k4E TA 20 & 11„1F,5ON CONNECTOfR NTS STRAP ANCHOR COF�N FFP,.At-I ING� IDT,4 I L SCALE: N.T.S GIRDER TO GIRDER CONNECTORS TO BE SELECTED 8Y TRUSS DESIGNER 511150N CONN CTOF T,4 L I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wollaston Drive Dade City, Fl. 33525 Ph. 813-469-2289 Email: dwsflpeg@gina1Lcom a ®-� 3608 o �� 4r, bgaa�a9am �� 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: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 ITEM NO. CAT. NO. NO. OF FASTENERS UPI IFT LOAD REMARKS CONTRACTOR: BUTTERFIELD INVESTMENTS LLC. HOUSE PLAN OI META16 12-106 x1-1/2 1490 1* Ol HE TA20 181014 SEE DETAIL 0 2/META16 12-106 x1-1/2 EACH 1490 " EACH O3 H10 8-Sd x 11/2" 905 " SEE DETAIL H2.5 415 0 415 ROOF PLAN DWG, BF-52-AS REV, 0 OMT530 10-10d x 1 1i2 " 995 # O MBHA 3.12-11.25 18-106 EACH 1885 " 43800 O SP4 GIRDER TO GIRDER CONNECTORS TO BE SELECTED BY TRUSS DESIGNER ■ GFI I ■ _J 35 SH EGRESS ■ DINING ROOM ■ GF GFI ' I I KITCHEN I I GB i to REF. ■ U�� GF \ BATH #2 BEDROOM #2 db AFC 35 SH EGRESS GFI PATI❑ FAMILY ROOM I i I IT i I , I , I i I I I , I , PANTRY `� \ AFC AFC li U BEDROOM #3 ■ ■ AFC 35 SH EGRESS PORCH III nl nl ELECTRICAL PLAN 1 /4"441 ■ AFC MASTER SUITE 2868 GR � � T —'UTILITY ROOM 0 MASTER BATH SP H ER SPACE /C WH BEARING WALL GFI II ATTIC ACCESS 1 �22x54 I � / �y G I �\\ i I GARAGE I I_ I I I � r------- ----------------------------------- I I , I / I i / I , I I � I / I I J I I I I � /I 16070 I � ■ ■ ■ 2868 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CAN BY ELECTRIC UTILITY CO. O AMP L — 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 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 @ 42" A.F.F. 220V RECEPTACLE GFI GROUND FAULT INTERRUPT RECEPTACLE WP WEATHER PROOF DUPLEX RECEPTACLE ® SPECIAL PURPOSE OUTLET -� SURFACE MOUNTED INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT STRIP LIGHTING FLORESCENT STRIP LIGHTING {�- CEILING MOUNTED INCANDESCENT LIGHT 0 CEILING RECESSED MOUNTED INCANDESCENT LIGHT ODB 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 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 BRACED FOR CEILING FAN LIGHT / U 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 SHALL 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 (7th. EDITION). PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 9909 Wallasbon Drive Dade City, FL 33525 Ph. 813-469-2289 Email: dws8pex@ppmall.com qpy.� .10 tutmi Ale j p N 5360a f 96 raF . `"' ' I VA L "'Plgns By: Larry deMontnolfin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC, HOUSE PLAN ELECTRICAL PLAN N.T.S. DWG, BF-52-A6 REV. 0 TABLE R803.2.2 MIN. ROOF SHEATHING THICKNESS RAFTER/TRUSS SPACING 241NCHOC WINDSPEED 140mph 150mh 160mh 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 E I F I E I F E I F EXP. B RAFTERMUSS SG = 0.42 1 6 1 6 1 6 1 6 4 4 RAFTER/TRUSS SG = 0.49 1 6 16 16 16 6 6 FOR 15/32" SHEATHING THK. OR LESS FASTEN W/ ASTM F-1667 RSRS-01 (2 13/8" x 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 F.F.E. -0'-4 30 YR. DIMENSIONAL SH NGLES ON 30# FELT PAPER ON 7 16" SHEATHING SEE TABLE R803.2.2 FOR SHEATHING THK. EXP, B, 140 mph WNDSPEED, 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-ENG. WOOD TRUSSES ,@ 24' O.G. METAI& ANCHOR - EA. TRUSS GALV. DRIP ON 2x CONT. FASCIA W/ ALUM. COVER (TYP.) CONTINUOUS VENTED ' ALUM. SOFFIT BOND BEAM W/ I * 5 CONT. 1/2' STUCCO SAND FINISH *5 VERTICAL REBAR IN FILLED CELL (SEE PLAN) S' CMU WALL * 5 DOWEL W/STD HOOK 10' L. 25' LAP MIN. W/WALL REINF. 4'x4' INSPECTION PORT AT EA. FILLED CELL ALL BLOOD CELLS BELOW FLOOR SLAB TO BE GROUT FILL SOLID 12 12 5 ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A (SEE CALCULATIONS) �R-30 ROOF INSUL. (TYP.) viz " CD. BD. CEILING (TYP.) 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" T FFFR NSULATISTRONS W/ BOARD - R-5.0 4' CONC. SLAB W/&x& - 10x10 WWF OVER & MIL VAPOR BARRIER ON 95ro MIN. COMPACTED FILL FINISH FLOOR EL. (0'-0') FINISHED a a_ x X X X X X GRADE � a \ 4 a \\ COMPACTED FILL 12 "x2O' CONC. FTG. W/ 2- *5 12' CONT. (TYP.) 11 SECTION SCALE : 3/4' = 1' - 0' SHINGLE ROOF (TYP.) PRE-ENGINEERED WOOD TRUSSES 2.4' O.C. (TYP.) METAI& ANCHOR EA. TRUSS -VENTED ALUMN. SOFFIT EL. 1' -0' NEW APRON DRIVEWAY IE 'iz' CD. BD. CEILING (TYP.) EL. 1/2' GYP. BD, ON P.T. FURR. m 16' O.G. PRE -CAST LINTEL W/ *S SOLID FILL. LINTEL ELEVATION TO BE ADJUSTED FOR WINDOWS WITH ARCHES. ASPHALT SHINGLE 30 YEAR PRE-ENCs. WOOD TRUSSES a 24' O.C. METAI& ANCHOR EA. TRUSS GzALV. DRIP ON 2x& CONT. FASCIA W/ ALUM. COVER I' -O' (TYP'.) OH. •.. CONTINUOUS VENTED ALUM. SOFFIT 1/2' STUCCO SAND FINISH SINGLE HUNG WINDOWS CONC. SILL �I 4' CONC. SLAB I° a XX p X JC_____X p COMPACTED ILL 12'x2O' CONC. 12' FTG. W/ 2 - S CONT. (TYP.) 2 SECTION ,d,-(o SCALE : 3/4' = V-0' 8'- 0 SECTION f=O1RCH SCALE 3/4' = V-0' 1 1 2" X S' RIDGE *2 TYP. I CtA In to =A=r=a 2" X &' RAFTERS- IXI VV *25YP �� �� W/126. EA. END 2' X 4" BLOCKING W/126. EA. END TO TRUSS V,4LL "� CONVENTIONAL FfRAt-IINC� SCALE : NTS. P.C. CONC. LINTEL * 5 ROD 3/1&' X 2-1/2' TAPCONS TYP. * 8 X 1" SELF THRADING PHILLIS PAN -HEAD CADIMINI. PLATED SCREWS 24' O/C MA ALL SIDES SINGAL HUNG ALUM. WINDOW CONT. CAULKING MARBEL SILL TYP. 3/1&' X 2-1/2' TAPONS FASTEN INTO MAS. ALL SIDES P.C. CONC. SILL T*Ti=l I CAL LU IN1-) 0LU SCALE 1-11/2' = V-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). 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: Tpe ail-com �A 0- 53 38 J liIII11% Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: 4E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS, LLC. HOUSE PLAN WALL SECTIONS & DETAILS SECTION �\ SCALE : 3/4' = V-0" \�12'x2O' CONC. FTG. W/ 2 - *5 CONT. (TYP.) DWG. BF-S1 REV. 0 M. Im- GIRDER TRUSS VIA DIfIIII *:rAE7a111 15# FELT VDIA. E.B. OR TOGGLE 6OLTS @ 24' O.C. 2x4 P.T. STUD STUD BEARING WALL TO BLOCK SECTION 3/4' = 1'-0" LINTEL RATINGS LINTEL LENGTH CLEAR SPAN I LINTEL plf DBL. 2x4 TOP PLATE SIMPSON SP2 SP2 - - - R11 BATTS INSULATION - - - - FIRE STOPPING DWELLING -GARAGE ARE SEPARATION 1/2' GYPSUM BOARD, GARAGE SIDE REF, TABLE R302.6 2x4 STUDS @ 16' O.C. - SIMPSON SP1 SPI�� 2x4 P.T. PLATE W/ 1/2' J-BOLTS x 7" EMBED H6 SIMPSON (TYP AT EACH STUD) [All TRACK BRACKET - ATTACH PER MFG. RECOMMENDATIONS #5 VERT. WALL REINF. GROUT CELLS SOLID 1/2'x8' J-BOLT W/ NUT & 2' SQ. WASHER x 1/8' OR 9/16' WASHER (3) PER SIDE /-- P.T. DOOR STOP 2x6 PT JAMB GARAGE DOOR ATTACHMENT DETAIL 3/4' = 1'-0" SIMPSON SP 2 /—JACK STUDS EACH 2'-10" 1'-6" 1700 SIDE. SEE HEADER 3'-6" 2'-2" 1700 j TABLE FOR NUMBER % OF JACKS) DOUBLE HEADER4'-0" 2'-8" 900 (SEE HEADER TABLE 4'-6" 3'-2" 900 FOR SIZE) ATTACHED TOGETHER 5'-4" 4'-0" 900 USING DOUBLE ROAD OF 10d COMMON 5'-10" 4'-6" 900 NAILS AT 6" O.C. 6'-6" 5'-2" 1200 SIMPSON HDU5 7'-6" 6'-2" 800 \` \ 8'-4„ 7'-0" 650 9'-4" 8'-0" 450 pp00, P.T. BOT. PLATE 10'-6" 9'-2" 350 /� 1 11'-4" 10'-0" 450� \ANCHOR 12'-0" 10'-8" 400 BOLT (5/8) 12'-6" 11'-2" 350 TYPICAL OPENING FRAMING 13'-4" 12'-0" 350 - - -- (LOAD BEl'-11P,k;h WAIL) n,Ts 14'-0" 12'-8" 350 14'-8" 13'-4" 350 17'-4" 16'-0" 470 19'-4" 18'-0" 500 TRU55 BOTTOM CORD OR 2 X 4 BLOCKING W/2 16d NAILED EA. END. 1/2' CD. GB: (TEXTURE FIN.) SIMPSON 5TC W/3 - Sd COMMON NAILS 12' 2x4 PT. PLATE 1/2' G rP. BD. EA. SIDE 4 2x4 STUDS m 16' O.G. (DOUBLE STUDS AT OPENINGS 4 CORNERS) 2x4 BLOCKING FIRE STOP 2x4 PT. PLATE W/1/4' 1--)IA. 3' L. TAPCON OR EQ. AB.'s 32' O.C. FLOOR SLAB T"�f I CAL INTO fRI OfP, f=AfRT I T I ON SCALE: 1' =1' -0' ,�— EDGE OF SLAB SEE PLAN - - �CONC. FTG. BELOW SEE PLAN COLUMN DETAIL 3/4' = 1'-0" — 16' DIA. CMU COLUMN W/405 403TIES G12' I O.C. 20' 5Q. CMU BASE 1/6, SAWCUT TO BE FILLED W/ ELASTOMERIC SEALANT AFTER �i G E � 1�=, CLEANING OUT WITH COMPRE55ED AIR 0- CONCRETE FLOOR SLAB ON GRADE 7 W a COMPACTED FILL m LVAPOR BARRIER SAWED JOINT TO BE SAW -CUT WITHIN 12 HOURS OF CONCRETE PLACEMENT CONTIROL JOINT. T�f ICAL C;ONCfRETE. eL,45 eAUJ = CUT E:)TA I L SCALE: 3/4' = V-O I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-16, & FBC 2020 (7th. EDITION). 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: dwsflpe@ rthlink.net %0VII lit. i 0. 536t i NA L Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 2-15-21 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN SECTIONS & DETAILS REV. 0 I ` I 2e 4 f t. i I -----------------'--------------------------------------------- ------ -----------------_____---- ---- - ------ - - ---- - ---- - I ; 4 f t. %/ 4 ft. i I ----------------i ! I 2r 4 ft. I I 2e 1 1 2e �.,\ 2r 4 f t 4 ft.;4 ft. I 4 ft. 4 f t . I ' � I -------------- --------------------------- ' I I i I ---------------------------------------------- ----------------------—-------------------—--------------—- ---—----------- 2e 4 ft. i I I I I � 2X4 CROSS Co-) RIDGE n z BRACING ?n'—n" NCI, ROOF NAILING PER R301.2 TOP/BOTTOM CHORD GABLE END BRACING @ 48" O.C. MAX. FOR THE FIRST 4 ROWS OF TRUSSES ---------------------------------- ---- --------- ---- ----- ----- ---- ----- -- >< > < ------------------------- ------- ---------------- RIDGE ox a bo qr L1J � m Q ---- ----- -- ------- ------- -------- U O X -00 REQ. MINIMUM TRUSS BRACING SEE TRUSS M FR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. WALLS COMPONENTS & CLADDING PRESSURE ZONES NOTE "a"= 4 FEET IN ALL CASES 140 mph WINDSPEED 140 mph WINDSPEED TABLE R80322 MIN. ROOF SHEATHING THICKNESS RAFTER/TRUSS SPACING 24 INCH OC MIN. SHEATHING THK., INCHES Mjizz- (PANEL SPAN RATING) EXP. B WINDSPEED 140, mph 150mh 160mh 7/16 15/32 19/32 (24/16) (32/16) (40/20) TABLE R803.3.1 ROOF SHEATHING ATTACHMENT 2:T�- RAFTER/TRUSS SPACING 24 INCH OC WINDSPEED 140 m h 150fh160 m h E F EF E F EXP. B RAFTER TRUSS SG = 0.42 6 6 6 6 4 4 � RAFTER/TRUSS SG = 0.49 6 6 6 6 6 6 2:2�- 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 (7th. EDITION). 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: dwsflvegO mail.com No �. OU8 ST � Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-21 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 DATE: PROJECT ADDRESS: 3855213th. ST. Zephyrhills, Florida 33542 CONTRACTOR: B[TITERFIELD INVESTMENTS, LLC, I-) HOUSE PLAN ROOF NAILING &BRACING DWG. BF-S3 REV. 0 I 11