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Home My WebLink About38021 10th AveENGINEER'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 CONSTRUCTI❑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 ADDITION 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 DELETERIOUS 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 i i. 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 NOMINAL, 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 INSTALLATION. 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 i 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 LOADS, CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTION, FOR REVIEW BY THE BUILDING INSPECTOR, TO MEET LOADS AS INDICATED, DOORS & WIND❑WS ENGINEERS NOTES: DESIGN LOADS; A. WIND LOADS, PER, 1) RISK CATEGORY 11 - PER (TABLE 1604.5/TABLE 1,5-1) 2) EXP. 'B', PER TABLE 1609.4.5/SECTI❑N 26,7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH ult 3 SEC GUST 4) N❑MINAL DESIGN WIND SPEED, V (ASD) = 110 MPH asd 3 SEC GUST 5) INTERNAL PRESSURE COOFFICIENT, GCPI = 18 ENCLOSED PER TABLE 26,11A 6) COMP. & CLADDING PRESSURES PER TABLE R301,2(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: 6TH, EDITI❑N, 2017 FLORIDA BUILDING CODE, BUILDING. PLUMBING, MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING 6TH, EDITI❑N, 2017 FLORIDA FIRE PREVENTION CODE (IF APPLICABLE) 2014 NATI❑NAL ELECTRICAL CODE DATA SUMMARY: BUILDING USE1 RESIDENCE GROUP WITH MORE THAN TWO DWELLING UNITS, TYPE R2. CONSTRUCTION TYPE V, UNPROTECTED, UNSPRINKLED Residential Group R-2 occupancies containing sleeping units or more than two dwelling units where the occupants are prlmarlly 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 OPENING OF NOT LESS THAN 20' WIDTH, 24' IN HEIGHT & 5,7 SQ. FT, IN AREA. THE BOTTOM OF THE ❑PENTNG 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' ❑R PROVIDE AN FALL PREVENTIVE DEVICE PER R616.2, DOORS & WINDOWS THE OPERATING MECHANISM FOR SINGLE HUNG WINDOWS 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 WINDOWS WITHIN LESS THAN 60' AVOVE 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 SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) THICKNESS, SOLID 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 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, 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 LOCATIONS, UP TO 8' A.F.F. N❑N-BEARING INTERIOR PARTITIONS ALL INTERIOR NON BEARING PARTITIONS SHALL BE 2X4 SPF @ 16' ❑,C, MAX, SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE. `J, L WORK SHALL COMPLY WITH PREVAILING =ODES FLORIDA 81JILDiNG CODE, NATIONAL ELECTRIf'a CODE, ;,NDTHE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATEYRL.�j .Q�9 CITY OF ZEPH / PLAN EXAMINER Parent Approval FL 15220.6 FL 15220.5 FL15279-R5 FL19715 FL6067-R7 FL 16626-1-R3 FL 16305.1-R3 FL 15272 FL11473-R2 FL11473-R2 FL10456.2 R4 FL10456.10-R4 FL10456.10-R4 FL11473-R2 FL10655.11 FL 13904.6 Manufacturer Plastico, Inc. Plastico, Inc. Clopay Building Products Company Silverline Bldg. Prod uft Silverline Bldg. Products Tamko Building Products Tamko Building Products Alside Simpson Strong -Tic Co. Simpson Strong -Tic Co. Simpson Strong -Tie Co. Simpson Strong -Tic Co. Simpson Strong -Tie Co. Simpson Strong -Tie Co. Simpson Strong -Tic Co. Simpson Strong -Tic Co. FLORIDA APPROVED PRODUCTS LIST Category Subcategory App/Seq # Exterior Doors Swinging Ext. Door Exterior Doors Swinging Ext. Door Assemblies Exterior Doors Sectional Ext. Door Assemblies Windows Single -Hung Windows Mullion Roofing Underlayments Roofing Asphalt Shingles Panel Walls Soffits Structural Components Truss Anchors Structural Components Truss Anchors Structural Components Wood Connectors Anchors Structural Components Wood Connectors Anchors Structural Components Wood Connectors Anchors Structural Components Wood Connectors Anchors Structural Components Wood Connectors Anchors Structural Components Wood Connectors Anchors Prodact Modd # or Name Model Description Opaque Fiberglass Door Entry Door Opaque Fiberglass Door Glazed Fiberglass Door VI Scrics/70 Series TW Underlayment HETA META H2.5 SP1 SP2 LSTA12 HUSC MBHA Vinyl Aluminum Fiberglass Reinforced Aluminum Embedded Truss Anchor Embedded Truss Anchor Strap Ties Beam Hangers Beam Hangers NOTE a:W- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. ke5Vn N11A1. PLAN CH�CKI.151' MP FLOMPA PULLING CXn 6fH, �191110N ( 2011) I. IMM ROOMS M►W NfaM IW ON 50 AW PWM LOG/r M fOR OM a Wat (FVC-I NMI. INN). 2. OW D,A1'W t0 f R M WNH A 2911 MNMIJM aM /i XM, ON 1 W LOVIIRR UM (FOC-MINK OW 3. WAvow Q,h`f I.Or.%d ION5N7rAw. (iPG05VMW MWA) 4. AM AGLR55I. CMW WITH 01'MW t7W49M. (fPC-05MM WIM 5. RaM I'ROU1VN fWM WI ACr N GII A05 fOR 171JGIMM W N't'I.IMM. (FPC-W51MN1W MI3)7, PIX-At NANICK 603,15, FPC-M 6A5 3)3,4) 6. 5 IR CONS?WIM PUM N71fM PR" IM/ M W00N5 V, I'ffM LOrJhM HWM/ aYWM IEI6Wf5, M19 MAXIMUM OMN tzAll. SPADING INPICAM9, (FSC-W51MNTIAL 0111, 012.1) 1. RJ "W7 L5 M' WM W1�171/IM� / POOR Oi'� i�t�l� . MWl'ION91M1N QH*Vl AMSt�NZY7 / M,, MOM W0019 MM, WFOOR MCK5/ POM5/ 5TAR5, W&L/ W9 INTUMN5, WCWW5, M. (FOC-BULIANG 107.2.4, F0C-W51MNTK R105.4) 8. 5 AW I7R1MOR5*V CAM MONINM MiRC1'OR5 (f11IM50I MM IN4, IN 10, MU PKAL5 FOR t7W U44 GHQ a ""AW PWWM ON P'WUXK pIa%U I7R' W fOR PMMraWa FIM 5MMAON. (FPC-W51MN% 002.5, OW.6) 11. MVM I.OG/tilOM Of ALL == av AM M WWI"" WMX5. (FVCM a fW. Ma. M= 12, mvm MNMUM 95x HawaNGywom (rpc-mwGOmmm ") M516N 0KNIN6 M55LM5 rNCL0%1713LL171N6 WOW "B" TAG 000R/ W wow L151Pn ZONE M55M NOMINAL 5F9 AWA A 5068 V9. 4 20.2 22 20 5F 13 2868 V9, 4 21.2 22 10 5f C 2866 W. 4 2112 22 10 5F 19 16070 ON7 4 18.0 19 100 5F -1 65 2-25 5H 4 20.2 22 20 5F F _1 60 518 2-22 5H 4 20.2 22 20 5F 6 57w65 25 5H 4 21.2 22 10 5f H M60 518 24 5H 4 2112 22 10 5F 1 5760 5/ 8 24 5H 5 21.2 28 10 5F K 5708 5/ 8 Z 5N 4 21.2 22 10 5F L 57x26 52/ 2 5H 4 21.2 22 10 5f M SF AREA: LIVING 1516 SF PORCH 71 SF LANAI 120 SF GARAGE 440 SF UNDER ROOF 2147 SF REQUIRED ATTIC VENTILATION AREA OF ATTIC 2147 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2147/300 7.16 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1031.04 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 515.52 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 515.52/115 TOTAL # OF VENTS REQUIRED 4.48 TOTAL # OF VENTS PROVIDED 5 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 515.52/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 43.93 • AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) DRAWING PAGE INDEX 38202-Al - ENGINEERING NOTES 38202-A2 - FLOOR PLAN 38202-A3 - ELEVATIONS 38202-A4 - FOUNDATION PLAN 38202-A5 - ROOF PLAN 38202-A6 - ELECTRICAL PLAN 38202-S1 - WALL SECTION & DETAILS 38202-S2 - ROOF NAILING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). pP; •• oCENS'• STATE OF,� A N N /111111 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: 09-03-19 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 I -TI]v DATE: PROTECT ADDRESS: 38021 10TH. AVE. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIELD INVESTMENTS HOUSE PLAN ENGINEERING NOTES DWG, 38021-A1 REV. 0 C LC LC i W_n" fin'—d" FLOOR PLAN WINDOW SCHEDULE QUANTITY CODE 2 (2) 25 SH 1 24 SH TEMP/OBS 6 25 SH 1 32/2 SH TEMP/OBS 2 5H1 MULL MASONARY/ FRAME OPENING WIDTH HEIGHT WIDTH HEIGHT 74 63 74 5/8 63 37 50 5/8 37 5/8 50 5/8 37 63 37 5/8 63 26 1 /2 26 27 1 /8 26 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 21.2 22 D 5068 FR. DR. 4 20.2 28 E 16070 ❑HD 5 18.0 22 F 37x63 25 SH 4 20.2 22 G 37x63 25 SH 5 202 28 H 75x50 5/8 2-24 SH 4 20.2 22 J 75x63 2-25 SH 5 20.2 28 K 37x50 5/8 24 SH 4 21.2 22 L 37x37 5/8 23 SH 4 212 22 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 SF AREA: LIVING 1516 SF PORCH 71 SF LANAI 120 SF GARAGE 440 SF UNDER ROOF 2147 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). r� 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: 09-03-19 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: 38021 10TH. AVE. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTrERFIELD INVESTMENTS HOUSE PLAN FACING SOUTH FLOOR PLAN DWG, 38021-A2 REV. 0 STUCCO 0/ CMU'S FRONT ELEVATION 1/4"=1'-0" FACING SOUTH REAR ELEVATION 0 SHINGLE ROOF RIGHT ELEVATION 1 /4"=1'-0" SHINGLE ROOF LEFT ELEVATION 0 STUCCO 0/ CMU'S I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). �` P •• `V E ••• e o. • • .� =-o,z yw� ALEN 0� 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: 09-03-19 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: 38021 10TH. AVE. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ELEVATIONS DWG, 38021-A3 REV. 0 C a i;'_n" gn'-411 FOUNDATION PLAN 1 /4"=1'-O" #5 DOWEL TO MATCH (1) #5 VERT. IN VVEERTICAL REINFORCING W/25" MINIMUM LAP FILL CELLS ROOF VENTILATION AS PERHEADER BLOCK FBCR SECTION R806 CLIMATE ZONE 2A 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL 6z6 10/10 W.W.M. MIN. OPENING = 3" J c� ° GRADE 6 MIL VAPOR BARRIER _I �— CLEAN, POISONED 11 I I I I=I I I I I I I I=1 AND COMPACTED — �II . °a STANDARD 90' BEND I .a I — co ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE (2) #5 CONTINUOUS 16" O1 LOAD BEARING STEM WALL FOOTING 3/4" = 1'-0" 1'-0" i 1'-4" 4" N❑M. SLAB OF 3000 PSI CONCRETE W/ 6x6 W1.4 x W1,4 WWE 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 0 z e n d GRADE---=-- : �. I O Z I � o 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" O.C. ON 3" HIGH CHAIRS CLEAN, COMPACTED, TERMITE TREATED FILL 0� �n" 30"00"x12" DP. 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'-0" (4) #5 E.W. N I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). ' No. 608 1 _ • • � rr STAT •� Ole X ONA S``,```�� ZI L /II111 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: 09-03-19 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: 38021 10TH. AVE. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIELD INVESTMENTS HOUSE PLAN FOUNDATION PLAN DWG, 3 8 0 21-A4 REV. 0 FBCR 2017 - COMPONENTS AND CLADDING - EXP, 'B' PER FBCR R301.2 W-411 ROOF PLAN 1 /4"=1'-0" 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (NOMINAL) 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 / -22.0 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 5 +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 NOTE, ALL EXTERIOR 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, 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5. COMPONENTS AND CLADDING - EXP.'B' 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF DEGREES ZONE EFFECTIVE WIND AREA 10 SO, FT. 20 SQ. FT. 50 SQ. FT. 100 SQ, FT. > 7 T❑ 27 1 +12.2/-19.0 PSF +11.1/-18.0 PSF +10.0/-18.0 PSF +10.0/-17.0 PSF > 7 TO 27 2 +12.2/-33.0 PSF +11.1/-31.0 PSF +10.0/-27.0 PSF +10,0/-24.0 PSF > 7 TO 27 3 +12.2/-49.0 PSF +11.1/-46.0 PSF +10.0/-42.0 PSF +10.0/-39.0 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. 2017 FBCR TABLE R301.2 COMPONENTS AND CLADDING - EXP.'B' 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF DEGREES ZONE EFFECTIVE WIND AREA 10 SQ, FT. 20 SQ, FT. 50 SQ. FT. 100 SQ. FT. > 27 TO 45 1 +19.4/-21.0 PSF +18.8/-20.0 PSF +18.1/-18.0 PSF +17.6/-17.0 PSF > 27 TO 45 2 +19.4/-24.0 PSF +18.8/-23.0 PSF +18.1/-22.0 PSF +17.6/-21.0 PSF > 27 TO 45 3 1 +19.4/-24.0 PSF +18.8/-23.0 PSF +18.1/-22.0 PSF +17.6/-21.0 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. O SIMPSON HETA20 LATERAL LOADS Design Wind Velocity: 140 mph Risk Category:11 Wind Exposure Category: B Internal Pressure Coefficents: 0.18/-0.18 (Enclosed) SIMPSON META20 O SIMPSON HETA20 SIMPSON MGT SIMPSON HUS 26 SIMPSON H1 0 SIMPSON H3 0 SEE GABLE END DETAIL SIMPSON LSTA12 VERIFY ROOF PLAN WITH TRUSS MANUR DRAWINGS AND CALCULATIONS. ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A ROOF PITCH 5 ON 12 FASTEN ROOF SHEATHING W/ 8d NAILS ® 6" O.C. EDGES, 12' O.C. 0 FIELD & 4' O.C. ALONG NAILER 2x6 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 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). �44I I t ►►e ►'► E i-T- O Al I�►,t�® cjENSF' •� a . No. 3 • g EOF :44/: V ' 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: 09-03-19 DRAWN BY: L.E.D. REVISION: RO 1 RO 2 RO 3 RO 4 DATE: PROTECT ADDRESS: 3802110TH. AVE. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIBLD INVESTMENTS HOUSE PLAN ROOF PLAN DWG, 38021-A5 REV. 0 ELECTRICAL PLAN 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 L 2" 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 ( ASCO 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 OUTSIDE RECEPTACLE I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). G r '/ 9ii0 iPX 11 %�� 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: 09-03-19 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 3 a�' r1j*4 PROTECT ADDRESS: 3802110TH. AVE. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ELECTRICAL PLAN 1 /4"4-0" DWG.38021-A6 REV.O ROOF VENTILATION PER R806 PRE-ENGINEERED TRUSSES PER R802.10 CLIMATE ZONE 2A 0 24' O.C. ROOF TIE -DOWN PER R802.11 PRE-ENGINEERED TRUSS 0 2'-0' O.C. (M) 30 YR. DIMENSIONAL SFIp�(;LES ON LINE OF LOAD PATH / H30 FELT PAPER ON 5 SHEATHING / UNDERLAYMENT APPLICATION NOTE 12 / ON SHEET IH-S4 5 SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 CONT. ALUM. = - DRIP STRIP = 6' ALUM.-�` FACIA IR- 30 INSULATION WCEILING BOARD W/ CKDOWN CEILING VINYL SOFFIT 1'_0" NOTE: POURED LINTELS WILL BE 3000 p� CONC. PLASTERING WITH PORTIAND CBOT PLASTER IN ACCORDANCE WITH R703.6.2 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 TYPO -COAT CEMENT PLASTER APPLICATIONS: 7-DAY WAIT TIME BEFORE APPLYING FINISH COAT THREE -COAT CEMENT PLASTER APPLICATIONS: 48 HOURS WAIT TIME BEFORE APPLYING FINISH U PER R703.6.5 W�CSOM OIC. SIMPSON HETA20 �CX 8' KNOCK -OUT BLOCK W/ 15 cawnNuous REBAR 8' X 8' PRECAST CONC. LINTEL — ABOVE WINDOW h DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL —0 WINDOW (TYP.) o MARBLE SILL ORANGE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS 8 CONC. BLOCK WALL RUNNING BOND INSTALLATION 1 2' GYP. WAIL BOARD ON f - /4' TUF -R INSULATION BOARD - R-560 0/ 314" P.T. FURRING STRIPS 4 CONC. SLAB 25M psi r/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER 71 T. _4—. . WIND UPLIFT LOADS AT TOP OF SIDEWALL BUILDING WITH = 36.0' ROOF & CEILING DEAD LOAD = 10 PSF TRUSS SPACING = 24" O.C. WRY SPEED = 140 MPH (POUNDS PER TRUSS END CONNECTION = 8766 REF. TABLE R802.11 ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A EXTERIOR WAILS - A CONTINOUS LOAD PATH PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES FROM THE ROOF ASSEMBLY TO THE FOUNDATION PER R301.2.1 MASONRY CONSTRUCTION PER R606-11610 GENERAL DESIGN REF. R606 EXTERIOR WINDOWS/DOOR PER W MASONRY FILLED CELLS W/ REND•. BARS REF. R6 AI (1) MIN. REINF. Jr, DOWEL TO MATCH VVEERTICAL REINFORCING W/25" MINIMUM LAP HEADER BLOCK 6X6 10/10 W.W.M. 1 6 MIL VAPOR BARRIER .1 I I I II CLEAN, POISONED -1Ij AND COMPACTED o STANDARD 90' BEND I .Q ALL CONC BLOCK /DOWELS (1) #5 VERT, IN ALL CELLS 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL MIN. OPENING = 3' c� I , GRADE TO BE FILLED SOLID w/ CONC. BELOW GRADE �(2) #5 CONTINUOUS za° LOAD BEARING STEM WALL FOOTING 3/4" = 1'-0" 6X6 10/10 W.W.M. HEIGHT ABOVE FINISH I. GRADE REF. R403.1.6 I -III -I 11-11 la 11=1 I I ITT TTT—TTT III —III —I _ -III=J=1T1--III ' DEPTH BELOW GRADE ,— I I H I 1=1 11=1 11=1'CLEAN, POISONED CONCRETE FLOORS ON GRADE — REF. R403.1.4.1 lh=1=J=�=� ; I I ALND COLWPACTED SOIL THICKNESS PER R5 A i— MMNMIAI HEIGHT I=1 I — • —III—III I (- SUPPORT PER R506.2.1 N o -1 I 1 I LL1 STANDARD 90' BEND NF VAPOR A NET PER W.22.4 PER 3 6 MIL VAPOR BARRIER I I I CLEAN, POISONED (2) #5 CONTINUOUS F001B AND COMPACTED REBAR CHAIR IN FOOTING " Jr CLEAR. STANDARD 90' BEND 20 ALL CONC. BLOCK W/ DOWELS TO BE FILLED SOLID W/ CONC. MASONRY FOOTER BELOW GRADE REF. TABLE R403.1.2 FOOTING 'G' TYPICAL WALL SECTION 3/4" = 1'-0" BEAM HANGER CIkADQnKI GRADE (2) #5 CONTINUOUS c� ENTRY/PATIO STEM WALL FOOTING 3/4" = 1'-0" TIE H1 JERS 2x12 SYP BEAMS W/ I/2" PLYWOOD FILLER 'T POSTS -6 @TOP _6 @ BOT. J 1/4" DIA. E.B. OR TOGGLE BOLTS 0 24" O.C. 2X4 STUDS 016' O.C. 1 #5 VERT. IN 2X4 P.T. STUD CELLS HEADER BLOCK DOWEL TO MATCH RTICAL REINFORCING W/25" MINIMUM LAP 2X4 P.T. PLATE ° 4"X4" INSPECTION PORT AT 6X6 10/10 W.W.M. EACH ALL CELL TYPICAL MIN. OPENING = 3" a GRADE _ -1 _III=III Z 6 MIL VAPOR BARRIER ° . — 1 1 I —I I o N CLEAN, POISONED _ _ AND COMPACTED �I-III III II STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS I ° TO BE FILLED SOLID w/ CONC. (2) 15 CONTINUOUS BELOW GRADE 2X4 STUDS 0 16" CTRS. W/ R-11 INSUL. (MIN.) 20 P.T. PLATE 6X6 10/10 W.W.M. s .*- ° —III—I 6 MIL VAPOR BARRIER °O I=I I= CLEAN, POISONED 11 I — AND COMPACTED FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 6x6 10/10 W.W.M. 4" 3000 PSI CONC. 6 MIL VAPOR BARRIER CLEAN onicnnirnI— , AND COMPACTED 12" 1/2" DIA. AB'S X 7" EMBED 0 48" O.0 MIN.. •`' . 4 •° ' I III —III - ° —III—III= CD (2) #5 CON'T. 4" FRAME WALL TO GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" MIN. OF 12" BLW UNDISTURBED SOIL. co (2) #5 CONTINUOUS MONOLITHIC FDN. DETAIL 3/4" = 1'-0" LINTEL RATINGS LINTEL LENGTH CLEAR SPAN 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 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). PROFBSSIONAI. ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER.- 53608 Plans By: Larry deMonunollin 90 Country Club Lane Mulbeny, FL 33860 Phone: (863)397-7525 DATE: 09-03-19 DRAWN BY: 4E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 3802110TH. AVE. ZSPHYRHILIS, FL 33542 CONTRACTOR: BUTrERFIELD INVESTMENTS HOUSE PLAN STRUCTURAL DETAILS SECTION @ FRONT PORCH 3/4" = 1'-0" DWG, 38021-S1 REV. 0 _ — — I __ .. 111 e I ■. 1 JW:.[ I —1 . I _ L_..1 . —1_I I._.L— I O 4 ft. 5 ft. O � O 4 ft. O 4 ft. 4 ft. O O O 4 ft. O O 2 4 ff. 3 O 2 4 ft. 5 ft. � O O O 4 ft. O 4 ft. 4 ft. O O 4 ft. 5 ft. O O 5 ft. 4 f t, 2 2X4 CROSS -BRACING (a. RIDGE Fm qn'—n" KA) ROOF NAILING TOP/BOTTOM CHORD GABLE END BRACING @ 48" O.C. MAX. FOR THE FIRST 4 ROWS OF TRUSSES ------------ RIDGE Ox .. Q 0� -� m �C U Ox Q -00:2 REQ. MINIMUM TRUSS BRACING 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 ATTACHMENT 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). 3 • LLB —_ �,��•J�*�N `�► MSP ib!!! 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: 09-03-19 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: BU1'fBRFIBLD INVBSTMBNTS, INC. 3802110TH. AVE. ZEPHYRHILIS, FL. 33542 CONTRACTOR: BUITBRFIBLD INVBSfMENTS HOUSE PLAN SEE TRUSS M FR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. ROOF NAILING PLAN DWG.38021-S2 REV. 0 b