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HomeMy WebLinkAbout37761-37769 Kelly B CtENGINEER'S NOTES ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES, BUILDINGS OR STRUCTURES SHALL CONFORM TO 2017 FBC 6TH, EDITI❑N BUILDING. AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS FOR NEW C❑NSTRUCTI❑N WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PR❑VISI❑NS EXCEPT AS REQUIRED BY CHAPTER 10. WHERE AN ADDITI❑N IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE, CREATI❑N OR EXTENSI❑N OF N❑NC❑NF❑RMITY. AN ADDITI❑N SHALL NOT CREATE OR EXTEND ANY N❑NC❑NF❑RMITY IN THE EXISTING BUILDING TO WHICH THE ADDITI❑N IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS, ASSUMED S❑IL BEARING CAPACITY TO BE 2000 PSF, S❑IL CAPACITY TO BE VERIFIED BY CONTRACTOR PRI❑R TO C❑NSTRUCTI❑N. INF❑RM ENGINEER OF VARIATI❑NS. F❑❑TINGS TO BE EXCAVATED TO CLEAN S❑IL, FREE OF VEGETATI❑N AND DELETERI❑US MATTER, CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. CONCRETE ; MINIMUM C❑MPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS, ALL CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE WITH A.S,T.M, SPECIFICATI❑N C-94. SLAB ON FILL : INTERI❑R CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES, ALL SLABS TO BE REINF❑RCED WITH 6XG 10/10 WELDED WIRE MESH, LUMBER ; 1. STORE LUMBER OFF GROUND. KEEP WELL VENTILATED AND COVERED. 2, CURRENT EDITI❑N, ASS❑CIATI❑N GRADING RULES GOVERN. 3, ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY, 4, ANY SPECIES ALLOWED UNLESS ❑THERWISE NOTED. 5. SIZES ARE N❑MINAL. ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70, 6, M❑ISTURE CONTENT OF LUMBER 2" OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATI❑N. STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE To AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N (AITC) SPECIFICATI❑NS. ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. TERMITE TREATING 1 S❑IL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0" BEYOND THE PERIMETER LINES OF THE BUILDING. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3" AGAINST S❑IL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR, HEADERS SHALL BE DBL, 2X MEMBERS AND LAMINATED W/1/2" PLYWOOD GLUED W/C❑NSTRUCTI❑N ADHESIVE AND NAILED W/#16D COMMONS 16" O.C. ALL FASTENERS SHALL COMPLY WITH THE DESIGN LOADS. CONTRACTOR SHALL HAVE MANUFACTURERS SPECIFICATI❑NS (CUT SHEETS) ON SITE AT THE TIME OF INSPECTI❑N, FOR REVIEW BY THE BUILDING INSPECT❑R, TO MEET LOADS AS INDICATED. DOORS & WIND❑WS ENGINEERS NOTES; DESIGN LOADS, A. WIND LOADS, PER, 1) RISK CATEGORY 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 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❑i 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 T01 1) ROOF DEAD LOAD (TOP CHORD) = 25 PSF 2) ROOF DEAD LOAD (BOTTOM CHORD) = 10 PSF 3) FLOOR DEAD LOAD = 20 PSF APPLICABLE CODES: 6TH, EDITI❑N, 2017 FLORIDA BUILDING CODE, BUILDING. PLUMBING, MECHANICAL, FUEL GAS, AND/OR EXISTING BUILDING 6TH, EDITI❑N, 2017 FLORIDA FIRE PREVENTI❑N CODE (IF APPLICABLE) 2014 NATI❑NAL ELECTRICAL CODE DATA SUMMARY; BUILDING USE: 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. M51P�N11A1. PI AN CH�CKI 15f MR FXR9A t3UII.91%4 COPS 611-I, W1110N (2011) 1. %MMNG WOMS MVO AMM, WINDOW 5U ANC MMR LOCATION FOR E%A1'E & lt%lf (FBC-W5MW1k I3310) 2. ONE BATH/ fOW ROOM WITH A 29" MININ A CHAR Ka55, ON TIC LOW FLOR. (Ff3C-W5MN1K M) 5, NAMA OL6 aA55 LMAON5 INS AIEP. (FVC-W51MN1X tu01B.4) 4, ATTIC ACCZ55 LOCAIW WITH OMNING PINCN51ON5, (FPC-W5MN1'IAI. IZ801) 5, PROVM PROU11ON PROM IWACf IN GARW5 FOR I71.ICTWORK AW AMW-05, (F13C-W51MNT1AI- MI50-/, Fr3C-WCNANICAL 605J 5, F13C-fTL GA5 �03,4) 6. 50IR CONSTWON PKAL5 IWICATE I ROPW TWAVI MR MLA1 ION5W, K*VPAL LOCATION, WMVIZAL/ GI,IAWM 116K5, AN7 MAXIMUM OMN VAIL 5FACIN6 IWIGAT,17, (F13C-e51MNT1AL 0111, 012.1) -1. FLA5HNG MfAL5 Af EXVa WIN70VIf5/ 120OR OPTNMGS, INWI�CT10N5Wt l CMMIEY/ MA50NRY/ ffC., PP0,fC11NG WOOD VIM, �XT POR MCK5/ POPOW 59JR5, WALL/ p0t7r INTfMCT1ON5, V WN R5, �fC, (FOC-PUIL171N6 IO1.2.4, FI3C-M51MNTIAL k705,4) 8. WIT n-TCM AW GAta30N MONOM MJVCfOR5 (F8C-W5MNTK 1014,1015) 9. PROVM M WNTLATION GkOLAAON5, (Ft3C-W5IMN% I") 10. PWM WAL5 FOR VMU.ING CRACE OPENING AW I'eNMf10N 1'fVU11ON,1'R0W WAL5 FOR 17KUW-GAPa FIM %PAPATION, (Ff3C-M5MN% 002,5, P502,6) 11. PRO= LOCATION OF ALL IMIW all AEI"WATEIZMVOF IT.LT 'A U5. (FOC-e5MNTK 0901,1 4=) 12. PRM NNNIMUM *75 % HIGN-FFaNCY LIGN11N6, (F6C-tW-ZY CON5ERVA1I0N R404) FBCR 2017 - COMPONENTS AND CLADDING - EXP. "B" 140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WIND❑WS (N❑MINAL) COMPONENT ZONE EFFECTIVE WIND AREA WALL 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT, 500 SQ. FT. WALL O +21.2 PSF / -22.0 PSF +20,2 PSF / -22,0 PSF +19.0 PSF / -20.0 PSF +18.0 PSF / -19.0 PSF +15,8 PSF / -17,0 PSF WALL O +21.2 PSF / -28.0 PSF +202 PSF / -26.0 PSF +19,0 PSF / -23.0 PSF +18.0 PSF / -22.0 PSF +15.8 PSF / -17.0 PSF NOTE: ALL EXTERI❑R DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017, ALL C❑NNECTI❑NS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 5, FLORIDA APPROVED PRODUCTS LIST Parent Approval - Manufacturer - - - -T FL15220.6 Plastico, Inc. FL15220 5 Plastico, Inc. Category g rY - - - Exterior Doors - Exterior Doors - Subcategory -- g y _ -1 Swinging Ext. Door Swinging Ext. Door Assemblies A /S# Ppe - 9 - Product Model # or Name - - - Model Description on p _ Entry Door Opaque Fiberglass Door - - Opaque Fiberglass Door _ Glazed Fiberglass Door FL15279-R5 -- Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies FL14911 R8 Silverline Bldg. Products rFL14911-R9 SilverEne Bldg. Products - Silverline Bldg. Products FL16626-1-R3 - - Tamko Building Products FL16305.1-R3 Tamko Building Products FL15272 Alside Windows Windows i Single -Hung 1 Single -Hung Mullion Underlayments Asphalt Shingles Soffits Truss Anchors Truss Anchors Truss Anchors TW Underlayment H16-2 HETA META _ Aluminum nam Windows - Roofing Roofing Panel Walls Structural Components Structural Components Structural Components Aluminum - Fiberglass Reinforced Aluminum Embedded Truss Anchor Embedded Truss Anchor Embedded Truss Anchor FL11470.2 Simpson Strong -Tie Co. FL11473-R2 Simpson Strong -Tie Co. FL11473-R2 Simpson Strong -Tie Co. � FL10456 2 R4 i Simpson Strong -Tie Co. FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors H2 5 SP1 Structural Components Wood Connectors Anchors FL10456.10-R4 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors SP2 FL11473-R2 Simpson Strong -Tie Co. Wood Connectors Anchors LSTA12 Structural Components Strap Ties NOTE FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. 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 9070 ❑HD 4 18.5 20.9 C 37x63 25 SH 4 21.2 22 D 37 x 50 5/8 24 SH 4 21.2 22 E 37x38 23 SH 4 21.2 22 F 73 x 50 5/8 2-24 SH 4 21.2 22 G 73 x 50 5/8 2-24 SH 5 20.2 26 H J REQUIRED ATTIC VENTILATION AREA OF ATTIC 3972 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 3972/300 13.24 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1906.56 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 853.28 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 853.28/115 TOTAL # OF VENTS REQUIRED 8.289 TOTAL # OF VENTS PROVIDED 9 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 853.28/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 72.706 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF PALL, NO OVERHANGS INCLUDED) DRAWING PAGE INDEX WB-10 — ENGINEERING NOTES WB-11 — FLOOR PLAN WB-12 — ELEVATIONS WB-13 — FOUNDATION PLAN WB-14 — ELECTRICAL PLAN WB-15 — ROOF PLAN W13—S1 — WALL SECTION 8c DETAILS WB-S2 — DETAILS WB—S3 — 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. C E Py'�re'° a No. 53608 . � o STATE IN PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSE NUMBER: 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: L.E.D. REVISION: R-1 R- 2 R- 3 R- 4 DATE: PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542' CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ENGINEERING NOTES DWG, WB-10 REV. 0 FRONT ELEVATION 1 /4" = 1'-0" FLOOR PLAN 1 /4" = 1'-0" 'A'AI _n11 -fnl All 41-1&I ^11 UNIT 6 UNIT 5 UNIT 4 R-302.5 DWELLING -GARAGE OPENING PROTECTION R-302.5.1 OPENING PROTECTION OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN 1 3/8" OF THICKNESS, SOLID OR HONERCOMB CORE STEEL DOOR NOT LESS THSN 1 3/8" OF THICKNESS, OR 20-MINUTE FIRE -RATED DOOR. R-302.6 DWELLING -GARAGE FIRE SEPARATION FROM THE RESIDENCE & ATTICS - - - - - NOT LESS THAN 1 /2" GYPSUM BOARD OR EQ., APPLIED TO THE GARAGE SIDE. ATTACHMENT OF THE GYPSUM BOARD SHALL COMPLY WITH R702.3.5. SHEAR WALL DENOTES SHEAR WALL UNIT SF AREA: BUILDING SF AREA: LIVING 1003 SF ENTRY 22 SF GARAGE 264 SF UNDER ROOF 1289 SF LIVING 3009 SF ENTRY 66 SF GARAGE 792 SF UNDER ROOF 3864 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). M� A 1 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: 11-15-18 DRAWN BY: L.E.D. REVISION: I DATE: R01 RO 2 rt'T11R? RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN FLOOR PLAN & FRONT ELEVATION DWG. WB-11 REV. 0 12 5� MASONRY WALL W/ CEMENTIOUS FIN. I I -------------- I-1 REAR ELEVATION 1 /4" = 1'-0" LEFT ELEVATION 1 /4" = 1'-0" ROOF VENTS 115 SQ. INCH NET FREE VENTILATION PER VENT THREE (3) PER UNIT 30 YR. DIMENSIONAL SHINGLE ROOF RIGHT ELEVATION 1 /4" = 1'4" 12 5� I Is I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). a a -Tp"T 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: 11-18-18 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ELEVATIONS DWG. WB-12 REV. 0 A Q 32' -4I 1 6' -011 , 19' -411 VERIFY LOCATION 3'x4'x 4" CONC. PAD L A/C II NJ NJ In ■ II 8 A/C CHASE I M.O. — M.O. FIELD LOCATEACHASE I I� VERIFY LOCATION 1 11 A/C I W/ A/C TRADE L� _ _ -JJ 1 I I 3 I 4" WALL --------_ ___________________ -- 6'�VACC------� r------------ DRYER WASHER i i y' -0' SPACE SPACE I I II II I I� I -- ZWB-S ° --„ WA 1-- - ---- --J L I 1 2 '- I I'I-6 II I 6 Z y 61 _411 2'-6" -0'-4- ASSUMED ELEV. I_CNW I� 25 to IV N I 'V MASONRY OPNG. FOUNDATION PLAN 1 /4" — 1'-0" II I II 11 3 I1 14- E1 ■ ■ ■ _- -0'-4' ASSUMED ELEV 1 _ ■ ■ ■ UNIT 6 SHEET NOTES REF. DWG. S-2 FOR DETAILS O 12' X 20" MONOLITHIC FOOTING W/ (2) 15 REBARS O 16' X 16" MONOLITHIC FOOTING W/ (2) #5 REBARS O 12" X 16' THICKEN EDGE W/ (2) #5 REBARS ® 12" X 16' THICKEN EDGE W/ (2) #5 REBAR O 8" X 16" THICKEN EDGE W/ (2) #5 REBARS © 30" X 30' X 12' PAD W/ (3) #5 BARS EACH WAY O 15 DOWEL EMBED ACI STD. BEND 6' IN FTG. PROVIDE 25" PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. 0'-0. ASSUMED ELEV. 6' —2211 MASONRY OPNG 3a'—�11 3a'-�11 y' -�1► e' -811 y'-q,l l I3' -811 01 20' -0" 13' -411 20' -011 4 1-811 VERIFY LOCATION VERIFY LOCATION ' (� 3'x4'x 4" CONC. PAD 3'x4'x 4' CONC. PAD L A/C �I L A�C— -I ■ ■ ■ I I ■ NJ ■ I' ■ ■ ■ —I �— �1-1y11 N I � �1411 18 A/C CHASE i i 8 I ( 8 0'o A/C CHASE . i i _ _ _ M.O. I M.O. i i M.O. FIELD LOCATE I frT � I I I 1 A/C CHASE 1 1i i 1 I FIELD LOCATE I Il i 1 1 VERIFY LOCATION 1101 A/C 1 I I A/C CHASE I I I I I VERIFY LOCATION I I� A/C I I I I W/ A/C TRADE L_ _ JJ W/ A/C TRADE L - �J ■ 3 it I WB-S HT' 4" WALL I I I � 4" WALL 6 1-- �-------------- �---_------------ VU -- WALL------ i i---------------------- ----------- i i - - - - - - - - - - - - - - - - - - - - - - DRYER WASHER i y'-0" I I DRYER WASHER i i y'-011 SPACE SPACE I I I SPACE SPACE l I = I _ I it ` it 1001 I ------------I I7 ---------I I I I r--- ° WALL �- — F --- 1 3 2 6 611 1 y 2' -611 I II (I I ■ ■I . III ■ 4' CONC. SLAB MIN. W/ COMPRESSIVE STRENGTH OF 3,000 P.S.I. AT 28 DAYS W/ 6X6 10/10 W.W.M. OR BARRIER ON CLEAN, WELL COMPACTED FILL TREATED FOR TERMITES. CUT 1" DEEP CONTROL JOINT EVERY 25'-0" EACH WAY AS REQUIRED. --� --- --1-- - ---- ---�I WALL 1 � I ASSUMED ELEV. I I 0'-0. ASSUMED ELEV. o 14 I I II I o 1 g' -011 I ' MASONRY OPNG. ■ 2'-611 ' -0'-4" ASSUMED ELEV. W cn MASONRY OPNG. ASSUMED ELEV. 2' �lll UNIT 5 0 [ASONRY OPN( 20' -0" 0'-0' OL ASSUMED ELEV. 11 ` I = N IQ I1 -® __ ASSUMED E1 iLEV. _ cn © 6' - 8 6211 ' -811 MASONRY OPNG. 13'-811 UNIT 4 ■ I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). �,,`h�lu ®� �,,e •" e" SSA °9.y�' ,,, . � NSA ��G F N,,F , ���• ao o S OF L] 'Pill l , 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: 11-15-18 DRAWN BY: L.E.D. REVISION: DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JoBL BAILEY TRI-PLEX PLAN FOUNDATION PLAN DWG, WB-13 REV. 0 UNIT 6 ELECTRICAL PLAN 1 /4" = 1'-0" ELECTRICAL SCHEDULE SYMBOL DESCRIPTION — — — INDICATES SWITCH LEG CIRCUITING DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER 0 42' A.F.F. 220V RECEPTACLE �GA GROUND FAULT INTERRUPT RECEPTACLE wP WEATHER PROOF DUPLEX RECEPTACLE ® SPECIAL PURPOSE OUTLET SURFACE MOUNTED INCANDESCENT LIGHT SURFACE MOUNTED INCANDESCENT STRIP LIGHTING — FLORESCENT STRIP LIGHTING 0 CEILING MOUNTED INCANDESCENT LIGHT CEILING RECESSED MOUNTED INCANDESCENT LIGHT TO oDB SINGLE PUSH BUTTON DO = DOOR CHIME, GO = GARAGE DOOR $ SINGLE POLE SWITCH $3 3—WAY SWITCH SECURITY FLOOD LIGHT 0 EXHAUST FAN ® CHIME ELECTRICAL PANEL BOARD N� TELEVISION JACK WALL TELEPHONE DISCONNECT �T THERMOSTAT SD SMOKE DETECTOR SMOKE DETECTOR/CARBON MONOXIDE DETECTOR CEILING FAN /W LIGHT (DASHED INDICATE PREWIRED FOR CEILING FAN/LIGHT ON TWO SWITCHES BRACED FOR CEILING FAN/LIGHT) UNIT 5 METER CAN BY O ELECTRIC UTILITY CO. — TO UNDERGROUND SERVICE BY ELECTRIC UTILITY CO. 150 N.T.S. 150 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL—, AMP 2" C WITH 3-4�/0 THW AL #4 CU. GROUNuu TO COLD WATER LINE 5/8" X 8" GROUND LINE (ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) AMP ELECTRICAL RISER UNIT 4 ELECTRICAL NOTES 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THE UMM COMPANIES. 2. COORDINATE ALL WORK WITH ALL TRADES. 3. MOUNT AIL OUTLETS AND RECEPTACLES PLUMB AND FLUSH WITH WALLS. 4. RECEPTACLES SHALL BE MOUNTED 12" AFF UNLESS SHOWN OTHERWISE. 5. INSTALL ELBCTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION, THE APPLICABLE REQUIREMENTS OF NEC AND THE NATIONAL ELECTRIC CONTRACTORS ASSOCIATION "STANDARD OF INSTALLATION" AND IN ACCORDANCE WITH RECOGNMED 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 ELBCTRICAL REQUIREMMM FOR A/C WITH A/C CONTRACTOR. 8. ALL RECEPTACLES IN SLEEPING ROOMS SHALL BE ON AN AFCI (ARC FAULT CURCUIT IIVTERRUI'T'ER) PROTECTED CIRCUIT. 9. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO BE HARD WIRED. 10. ALL BEDROOM ELECTRICAL OUTLETS MUST BE ARC —FAULT AFh 11. PROVIDE MINIMUM 75% HIGH EFFICTENCY LIGHTING. (FBGENERGY CONSERVATION R404) 12. REFERENCE SECTION 39, POWER & LIORTINO DISTRIBUTION.. I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). u � o � STA" �y a 4® SUP 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: 11-15-18 101 ItT 1,1i z11-3i4111 p :A III DATE: LT11R? RO 4 PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ELECTRICAL PLAN DWG. WB-14 REV. 0 32' 4' 32 -h' op 10 op SIMPSON H16-2 (FL 11470.2) OR APPROVED EQUAL TRUSS ANCHOR @ ALL DBL. GIRDER TRUSS TO TOP PLATE CONNECTIONS MSIMPSON HETA20 II I I II II I I II I II j I I� II I II I I II I II I I II II I I II II I I II I II I I I I I II I I II II I I II II j I I� II I I II I I II — II i I II � 4 II I I II o F /PJ� II I I II I II I I II I I I� II j I II II I I II I II II I I I I I II I I II II I I II II � I II I II II II II II II II II II II 20' -0" 13' -0„ 20' —01, 13' -01, 20' ,0l l 70, UNIT 6 UNIT 5 UNIT 4 ROOF PLAN 1 /4" = 1'-0" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN, AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). 0. TpPga\ \V No G y e PV.5363 g`�. -e' ST y/9 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: 11-15-18 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 3 RO 4 DATE: PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ROOF PLAN DWG, WB-15 REV. 0 ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A PRE-ENGINEERED TRUSS @ 2'-0" O.C. (TYR) 30 YR, DIMENSIONAL SHINGLES ON LINE OF LOAD PATH 301 FELT PAPER ON 5/8" SHEATHING � SEE UNDERLAYMENT APPLICATION NOTE 12 i ON SHEET JH-S4 5 SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 CONT. ALUM. = DRIP STRIP 6" ALUM.-�` FACIA R- 30 INSULATION 1[4" CEILING BOARD W/ NNYL SOFFIT R��NOCKDOWN CEILING CD co �W - r-% _ �= z UJW - '- - SIMPSON HETA20 NOTE: POURED LINTELS WILL BE 3000 psi CONC. PLASTERING WITH PORTLAND CEMENT 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 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 R703.6.5 SOLID CONC. =1 f 1=1 I 1=1 IIIIIIIIIIIIIII —III—I i I —I 15 11-III III...I REF. TABLE R403.1.2 FOR FOUNDATION FOOTING SIZE TYPICAL WALL SECTION CLEAR. IAI Wl w 3/4" = 1'-0" 8' X 8" KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR 8" X 8' PRECAST CONC. UNTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL ® WINDOW (TYP.) o i MARBLE SILL °D OR/INGE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS f 8" CONC. BLOCK WALL RUNNING BOND IN 1 �2" GYP. WALL BOARD ON 3%4" P.T. FURRING STRIPS W/ 3/4" TUFF-R INSULATION 6BOARD - R-5.0 4" CONC. SLAB 2500 psi w/ I 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER � I=1 11=1 11=I i -I I I-1 I 1- -STANDARD 1 II- 90' BEND III III III III — III — I I CLEAN, POISONED _— I —III —III- AND COMPACTED SOIL II —III III -III- —111=1 I —(2) CONTINUOUS FOOTER 1 112n I I I...I I I3® R IN FOOTING 30" (4) #5 CON'T. E.W. 30"x30"xl2" DP. 30" x 30" x 12" MONOLITHIC FDN. 3/4" = 1'-0" (4) #5 E.W. 1111RTL1all ►i:I:V1NIIV CLEAN, POISONED AND COMPACTED SOIL 6 MIL VAPOR BARRIER 6x6 10/10 W.W.M. b III. 'dill) IIIIII (2) #5 CON'T. 1'-4" 4' GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" 1/1' DIA. E.B. OR TOGGLE BOLTS ® 24" O.C. 2X4 STUDS @ 16" O.C. 2X4 P.T. STUD 2X4 P.T. PLATE 6x6 10/10 W.W.M-I 7__LF ICI —ICI I °d 6 MIL VAPOR BARRIER CLEAN POISONED I=1 11= I 1=1 11= AND COMPACTED -111=1 I I=111-111 #5 DOWEL TO MATCH (1) #5 VERT. IN VERTICAL REINFORCING W/25 MINIMUM LAP ALL CELLS 4"X4" INSPECTION PORT AT 6x6 10/10 W.W.M.!TjjjjEACH FILL CELL TYPICAL MIN. OPENING = 3" ° 6 MIL VAPOR BARRIER -_- 1—_— —_- CLEAN, POISONED I I =—III II I I�2 AND COMPACTED —III III=1 I I-1 11-1 I 1=1 1 I_(2) #5 CONTINUOUS STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. 12" BELOW GRADE JV LOAD BEARING STEM WALL FOOTING 3/4" = 1'-O" (1) #5 VERT. IN FILL CELLS # DOWEL TO MATCH - VERTICAL REINFORCING W/25" MINIMUM LAP 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL MIN. OPENING = 3" GRADE - (2) #5 CONTINUOUS -1 1 STANDARD 90' BEND FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" DRILL & EPDXY SET #5 REBAR. . I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 6TH. EDITION. W� RS�D N ®L6(MIN.) S. 1/2" DIA. AB'S x 7" EMBED 2X4 P.T. PLATE (� 48" O.0 MIN.. 6x6 10/10 W.W.M. a ° ° 4 d aric�� °°IIII I I °.6 MIL VAPOR BARRIER ;III I —I 1-1— I I I I I I- $� CLEAN, POISONED AND COMPACTED 1-1 1 1 ��� i�� �i �� —i�i � � (2) #5 CON T. n <o(,1. 114 �� FRAME WALL TO GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" 6x6 10/10 W.W.M. 4" 3000 PSI CONC. _ _ _ _ GRADE III - 6 MIL VAPOR BARRIER — aII III III CLEAN, POISONED AND COMPACTED a 811 8ll (1) #5 CONTINUOUS FOOTING MONOLITHIC FDN. DETAIL 3/4" = 1'-0" LINTEL_ RATINGS LINTEL LENGTHCLEAR 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 PROFESSIONAL BNGII�IBBR SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSB NUMBER: 53608 Plans By: Larry deMontinollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 11-15-18 DRAWN BY: L.E.D. REVISION: DATE: R-1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI—PLEX PLAN WALL SECTION DWG, WB-Sl REV. 0 A L 25" I.AP MIN, 13ONP. p 9-�NGIN MP IXAM. VU55 5fAN12AI?19 H�fA 5fM NOOK, :t_ y . _��_ �_71_�� 4.-1-..ter' _•r-�: � -G_ - �; ..--_ _r. � :'...,:'�_i..•,•+. r Y' i. r>,. Mir',. .•f .•rv:'«^ '•_. �r• � :r� ,y. •A •M— ...y i iT•' z :1, s 'a r J+ - •: O f'• F : 1r J ,Y •5• _ • 'Jy i{ 'J'i• s ff .x V'�i• r' -MIN •. � �. �.:.•. :: '.. ' i• :.. �� ..�, � c. .: r_..: �.. •tip' s.,; 5fANPAR9. NOOK, ONE STORY MASONRY WALL LOAD PATH 3/4" = 1'-0" 4'-0" MIN. 4'-0" MIN. 1 HOUR FIRE RATED PLYWOOD SHEATHING 5/8' I HOUR FIRE RATED PLYWOOD SHEATHING TRUSS FELT - PRE-ENGINEERED TRUSSES 0 24' O.C. MAX. FIREWALL TRUSS WITH VERTICAL BLOCKING 0 24' O.C, TWO (2) LAYERS OF 5/8' TYPE "X" DRYWALL TYP. EACH SIDE FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING VW 1C& MINFOUMNf IN CROMP MI, CI.�ANgff MQUIM9 F0k ROUE 1 Iff 5 Ff. UNI.1�55 N n0 I NOS' I IJI n, �0011 G IN�I.I. 5 �Q � - r0 0qflr L1J U Z Q Ln N Q J 25" RFRAR I AP DISTANCF O MCORNER CONTINUITY & WALL REINFORCEMENT 3/4' = 1'-0' 25" MIN. LAP Mr" 11111 I • n QDCONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL 3/4' = 1'-0' #5 REINFORCING BAR 24" MIN. LAP #3 OR #4 REINFORCING BAR _#3 & #4 LAP SPLICE R 2' A.C.I. STD. 90' BEND REBAR LAP & BENDING DETAILS 1-1/2 - 1'-0' .XX FASTEN ROOF SHEATHING W/ 8d NAILS 0 61 O.C.- R-30 BLOWN/BATT INSULATION (MIN.) 0 EDGES, 12' O.C. 0 FIELD & 4' O.C. ALONG NAILER TOP PLATE 1/2' GYP. WALL BOARD I 1/2' GYP. WALL BOARD 2X4 STUDS 016" O.C. 0 NOTE: 1 24 NAILER BELOW SHEATHING MIDNOT POINT BLOCKING o0 FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. ENGR. TRUSS CAST-IRON AUTOMATIC IN SECTION @ VALLEY -SET ATTACHMENT NAIL ,SUN 8 NAILS 2X4 P.T. PLATE CD3/4" = 1'-0' 0 24 O.C. IOR EQUAL) R- 30 BLOWN OR BATTS INSULATION ° 24 BLOCKING 1/2" CEILING BOARD W/ J. 6x6 10/10 W.W.M. —� NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS EIFGR. /ENGINEER KNOCKDOWN CEILING 10 PT ---- :. Simpson Strong-Tie-4--=_•— ------ . — HETA20 18' X 8" KNOCK -OUT BLOCK W/ #5 I CONTINUOUS REBAR I 1 HOUR MASONRY WALL 1 HOUR COMMON WALL REF. R302.2.4 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. TOWNHOUSES SEPARATED BY A COMMON 1-HOUR HIRE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. INTERIOR FIRE COMMON -WALL SECTION 3/4' = 1'-O' TYP1 INTERIOR NON -BEARING WALL 3/4' = 1'-0' TYP1 INTERIOR NON -BEARING WALL 3/4' = 1'-0' I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). "@�{'�•� "1yp �U C iY! Q""Q ,Igj..0 afS � r✓ No. •ff4s t�:� y 9 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: 11-15-18 DRAWN BY: L.E.D. REVISION: RO 4 DATE: PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN DETAILS DWG. WB-S2 REV. 0 R803.2.3.1 SHEATHING FASTENING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). TABLE R301,2 FBCR 2017 COMPONENTS AND CLADDING 140 Ult - ROOF NET UPLIFT SCHEDULE EXP, "B'" MEAN ROOF HEIGHT = 30' ROOF DEGREES ZONE MAIN ROOF (N❑MINAL) EFFECTIVE WIND AREA 10 SQ, FT. 20 SQ. FT. 50 SQ. FT, 100 SQ. FT. > 7 TO 27 O +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 O3 +12,2/-49,0 PSF +11,1/-46,0 PSF +10,0/-42,0 PSF +10,0/-39,0 PSF NOTE: R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, 3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, D 4 f t. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- j 5 f t. 2 (D / 4 f t2 I � i ------ - --------------- - - --- - -- - ---- - - ---------------- - ------------ - ft. /,// 4 ft. 2 ; 1 2 4 f t. 2 ----------------------------- - - -------------- - ------------ - - - ------ - -- - ----------------- - ----- - - - ---------- ----------- - --------- - - ------------ - ------ 2 4 ft. I � 4 ft. I 2 2 . 4 f t 5 f t 4 ft. 4 f t ----- - -------------------- L --- - ----- - --- - -------------------------- --------------------------- L----------------------------------------------------------------------------------- -----------------------------—---—----------------- 2 4 ft. 5 ft. 5 f t 4 ft. 2 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. R905.2.7 UNDERLAYMENT APPLICATION FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL, AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE I OR 11, ASTM D4869 TYPE I OR II, OR ASTM D6757 SHALL BE APPLIED IN THE FOLLOWING MANNER: 1. UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE SAVE AND LAPPED 2 INCHES. 2. END LAPS SHALL BE OFFSET BY 6 FEET. 3. CORROSION RESISTANT FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP AT A MINIMUM SPACING OF 36" ON CENTER. 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 8 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. 9111,1 11 �p 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: 11-18-18 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 3 iTeX � DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI—PLEX PLAN R❑❑E NAILING SCHEDULE ROOF NAILING &NOTES DWG. WB-S3 REV. 0