Loading...
HomeMy WebLinkAbout37770, 37777, 37778 Court StI I I I I NOM I I I 1 I � I 10 �' ICI I p I zo 4 20 4 I Oil 11 1 1 I s r—, � � r —, # I I i L--- ------------- i I ------------ UNIT 3 I\I Z UNIT 6 2 I/I y i iI i tj i I ! • L J. �L J I — ---- ------- ---- ' (11111 jj�,� UNIT 2 � � i------- � UNIT 5 �------- i � � Fli L JAL J i 1 Sg� - L_-- • L—J< i ! i <L—J ------- � ® UNIT 1 �--------- ------- UNIT 4 ------ i i i i I LA i I ! !d I I i ; ,• r - i� I I I I I I I I i I I I I I I I I I I I I I I I I I I 6�O NUMMP: I I I I I I I I I I I I I 5 -26-21-0030-06300-0010 I I I I I I I I I I I CoWf 5f l FNRIDO: ,y W-qjREAILING A SL�iLDII lO Cd®Eg JAIrLECT'RIC CODE, AND THE CITY OF ZEPHYI�lllalS OW)INANCE REVIEW DATE �J' 111 f CITY OF ZEPHYRHILLS FIRE AN# LIFE SAFETY EXAM ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). LT • s No.5� 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 a(R` PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY PLOT PLAN DWG. WB-100 REV, 0 ENGINEER'S NOTES ALL WORK TO BE DONE ACC❑RDING TO FLORIDA BUILDING CODES, BUILDINGS OR STRUCTURES SHALL CONFORM TO 2017 FBC 6TH, EDITI❑N BUILDING. AN ADDITI❑N TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE FBC'S AS FOR NEW C❑NSTRUCTI❑N WITH❑UT REQUIRING THE EXISTING BUILDING OR STRUCTURE TO COMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PR❑VISI❑NS EXCEPT AS REQUIRED BY CHAPTER 10. WHERE AN ADDITI❑N IMPACTS THE EXISTING BUILDING OR STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE, CREATI❑N OR EXTENSI❑N OF N❑NC❑NF❑RMITY. AN ADDITI❑N SHALL NOT CREATE OR EXTEND ANY N❑NC❑NF❑RMITY IN THE EXISTING BUILDING TO WHICH THE ADDITI❑N IS BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS, ASSUMED S❑IL BEARING CAPACITY TO BE 2000 PSF, S❑IL CAPACITY TO BE VERIFIED BY CONTRACTOR PRI❑R TO C❑NSTRUCTI❑N. INF❑RM ENGINEER OF VARIATI❑NS. F❑❑TINGS TO BE EXCAVATED TO CLEAN S❑IL, FREE OF VEGETATI❑N AND DELETERI❑US MATTER. CONCRETE SHALL BE PLACED ON AN UNDISTURBED BASE. CONCRETE MINIMUM C❑MPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS. ALL CONCRETE SHALL BE 'READY MIXED' AND IN ACCORDANCE WITH A.S.T,M. SPECIFICATI❑N C-9.4, SLAB ON FILL INTERI❑R CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES, ALL SLABS TO BE REINF❑RCED WITH GX6 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 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 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 T❑; 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 SUMMARYi 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 D❑❑RS, 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' D.C. MAX, SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP, DRYWALL EACH SIDE. M51n�N,fl& MAN CH�CKI 151' MP FI.OVInA PUII VINCACOPS 6TH, �12111ON (2011) 1, S MMW ROOMS HAVE AI7WT W WOW 50 AW I' VITR L.OGA110N POR �SCa & 1,5U (F9C-1T51MNTK IMO) , 2. OW PAW f0Lf1' ROOM WITH A 29" MINIMUM WAR ACCe%5 ON ft WW 11.00R. (CVC-W5MN11& 1Z502) 3, HAMA OL15 6LA55 LOCAWN5 IN71GA1t17. (FVC-IT5MNfW IZ5 .4) 4. AffIC ACa55 LOCAfW WITH OMNING PIACN510N5, (I`VC-W5MNfI& R801) 5. MOVM I'tz rECAON FROM IWACf IN 4Wa5 POR 120WORK AW API W-05, (FBC-W51MNTIAI- M001, F13C-WCHANE& 603,15, FDC-FTL 6A5 305.4) 6, 5fAIR CON5ffzUGfION MfAL51WICA1t PROPW fWAP/ RM MA1'ION5W.1441 L L. afVN, HANft/ G *ZVAL W16W5, AND MAXIMUM OMN PAL 5FACIN6 INIAGAT17, (FDC-W51MNTX 011.1, 02,1) 1. MA506M%5 Af Uf a W WOW5/ 170OR OPeNIN06, INTR%C110N% M CHMNeY/ WOW/ ffC., I'W1C11N6 WOOF TRIM, eXTOOR MCK5/ FO12C1t5/ 5fAR55, WAI,I,/ ROC7 INftMCfI0N5, VI:WM, �fC. (FPC-f3U LPING 107.2.4, FPC-W51MNTIAI. V03,4) 8, 5MOKE PMCfOR5 W CANON MONOXM 17TCf0R5 (fC-W5MNTK IN4, IN5) 9. pW= M VENTLATION CAI.CUfI0N5, (F0C-IT517cNfI& R606) 10, PUAM MfAL5 POR VMU-ING GAM OITNING AN71' N MM110N FROT 010N, MVAM PKAL5 POR VKU.MG -GWa FIM 5�FAPA110N. (Ff3C-W51MNf& 002.5, 002.6) 11.1'f'OM LOiCKION OF AU. wQIw av AN *V WAfeWM WtWfAU5, (F0C-e5VN1 X 0". M002) 12. MVM MINIMLIM 15% HGH- FUNCY LZMNG, (FBC- W:WY GON%RVA110N R404) FBCR 2017 - COMPONENTS AND CLADDING - EXP, "B" 140 U(t - 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 SO. 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 +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 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, FLORMA APPROVED PRODUCTS LIST Parent Approval— FL15220.6 Manufacturer _ Plastico, Inc. Category Exterior Doors Subcategory App/Seq # Swinging Ext. Door Product Model # or Name Opaque Fiberglass Door Model Description Entry Door FL15220.5 Plastico, Inc. Exterior Doors Swinging Ext. Door Assemblies Opaque Fiberglass Door Glazed Fiberglass Door FL15279-R5 Clopay Building Products Company Exterior Doors Sectional Ext. Door Assemblies Single -Hung Aluminum FL14911-R8 Silverline Bldg. Products Windows FL14911-R9 Silverline Bldg. Products Windows Single -Hung Aluminum FL6067-R7 Silvline Bldg. Products �TarZ Windows Mullion Underlayments _ Aluminum FL16626-1-R3 Building Products Roofing TW Underlayment Tamko Building Products_ _ Roofing Fiberglass Reinforced FL16305.1-R3 Asphalt Shingles FL15272 �Alside �, Panel Walls Soffits Aluminum FL11470.2 Simpson Strong -Tie Co. _Structural Components Truss Anchors _ H16-2 Embedded Truss Anchor 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. Simpson Strong -Tie Co. Structural Components Structural Components Wood Connectors Anchors Wood Connectors Anchors SP1 SP2 FL10456.10-R4 FLl 1473-R2 i Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors LSTA12 Strap Ties NOTE M-5k, 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 WALL, 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 & 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. ���ti�1ii!i t9I ate:. ! •. � s,� tp 69 EN G ff �p/ f� • � PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER 53608 Plans By: Larry deMontmollin 90 Country Club Lane Mulberry, FL 33860 Phone: (863)397-7525 DATE: 02-15-18 DRAWN BY: L.E.D. REVISION: I DATE: R-1 R- 2 R- 3 R- 4 PROJECT ADDRESS: BUITERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: Jost Bair TRI-PLEX PLAN ENGINEERING NOTES DWG. WB=10 REV. 0 _ L I 1 I-I.11n] FRONT ELEVATION 1 /411 = 11-011 FLOOR PLAN 1 /41) = 1'-0" 'A'Al _nlI Al -A-AI _nII 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 SHEAR WALL DENOTES SHEAR WALL UNIT SF AREA: LIVING 1003 SF ENTRY 22 SF GARAGE 264 SF BUILDING SF AREA: LIVING 3009 SF ENTRY 66 SF GARAGE 792 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). o.�'� \ \V C r• Vr �k �� a No. 5350 e" c �.. eaffiaAle 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: 11-15-18 DRAWN BY: L.E.D. REVISION: R01 RO 2 RO 4 DATE: PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN FLOOR PLAN & FRONT ELEVATION OR EQ., APPLIED TO THE GARAGE SIDE. i II DWG. WB-11 REV, O ATTACHMENT OF THE GYPSUM BOARD SHALL COMPLY WITH R702.3.5. UNDER ROOF 1289 SF UNDER ROOF 3864 SF -. 12 51 MASONRY WALL W/ CEMENTIOUS FIN. REAR ELEVATION 1/4" = 1'-0" LEFT ELEVATION 1 /4" = 1'-0" 11 ----------I— ------------------ I I 30 YR. DIMENSIONAL SHINGLE ROOF nn ROOF VENTS nn II II 1111 nu 115 SQ. INCH NET FREE Flu VENTILATION PER VENT n n THREE (3) PER UNIT nn un nu un nn nn un I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -----------------------------�--I-- I I RIGHT ELEVATION 1/4" = 1'-0" I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). .......... "V �1 6V � Lelf ePF Ai! 81l cam" 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: LE.D. REVISION: R01 RO 2 RO 3 RO 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ELEVATIONS DWG, WB-12 REV. 0 4 Ih'-�11 y -411 6,011 19' -41, VERIFY LOCATION 3'x4'x 4" CONC. PAD L A/C _�'I ■ ■ ■ II ■ ■ 10 ■ ■ ■ II _ F== _ 18 A/C CHASE i i 18 11 I 18 M.O. I II M.O. I40 M.O. FIELD LOCATE A/C CHASE I li i A/C VERIFY LOCATION I I� W/ A/C TRADE L� _ _ 1f I II I 3 CD I 1 WB-S I I _ 4" WALL -- 6"'�VALC------� r-------------- --- --- DRYER WASHER i i y' -011 SPACE SPACE I 10, I I I i - - - II A'� -- I � I m 1�16772r6 ASSUMED ELEV. I_ W I� N ICIA I' I 9'-0ll v MASONRY OPNG. FOUNDATION PLAN 1 /4" = 1'-0" iMa 0'-0' ASSUMED ELEV. I II 101 II I I I ■ ■ ■ ■ ■ 'I - ASSUMED ELEV. _ ■ UNIT 6 SHEET NOTES REF. DWG. S-2 FOR DETAILS O 12' X 20" MONOLITHIC FOOTING W/ (2) #5 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 #5 DOWEL EMBED ACI STD. BEND 6" IN FTG. PROVIDE 25" PROJECTION ABV. F.F. FOR LAP. GROUT CELLS SOLID. 0 6' -28' MASONRY OPNG. y�-d11 8'-811 20' -01, VERIFY LOCATION I� -1 3'x4'x 4" CONC. PAD L A�c_ ' ■ " ■ ■ ■ I■I NJ I ■ A/C CHASE I I M.O. I M.O. II FIELD LOCATE I I� VERIFY LACHASE OCATION I I'�' A/C W/ A/C TRADE --ji-JJ II I 3 4" WALL _ _____ ___ _____ --6���------,;----------------= ---- I DRYER WASHER i i 57 -O" F 11 SPACE SPACE II I I II I I------- I I I �---- -- I I 6" WALL 11 I'-?JII 2' I61 611 I I 2' -611 II01I II 32' -4" y�-411 13'-811 400 20' -01, 4' -811 VERIFY LOCATION I` 3'x4'x 4" CONC. PAD A/C� L — '�J II ■ ■ 10 II ---1t---- — — II A/C CHASE M.O. II FIELD LOCATE A/C CHASE I A/C VERIFY LOCATION I I� W/ A/C TRADE L� _ _ �J ■ 1 II 4" WALL- ----------------- y,-011 I ---------- �I II I II I --� -- wA L _ _ _= -3" ,1 1 I - 11 2-6 216 2'-611 -0 _4 I I -0'-4" ASSUMED ELEV. ( 0'-0" — ASSUMED ELEV. I ASSUMED ELEV. II I 104 I II II (LU C. En al I I 1 II I I I 3'-411 II II I II ■ I 9'-o" ■ ■ ■ ■ ■ ■ I 9' 011 I MASONRY OPNG. I _01_4" — I MASONRY OPNG. ASSUMED ELEV. LL_ 10 2� 1111 06 6 _2811 '1J 13 q `D 6'-811 MASONRYOPNG. - I.-y11 UNIT 5 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. II 1 WB-S II I 1--6-WA1E'_ - DRYER WASHER FAIISPACE SPACE II � II 1 v 20' -0" VN 1,-y11 ASSUMED ELEV. O 6 � -281 II 6' -811 JI MASONRY OPNG. 33' -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). PROFBSSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICENSE NUMBER: 53608 Plans By: Larry deMontmollin °0 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: JOEL BAILEY TRI-PLEX PLAN FOUNDATION PLAN DWG, WB-13 REV. 0 A/C � L — — —� I A/C WP/GFI L — — —� Pi A/C I WP/GFII P-1 L — — —� u u u Q� AFT' iLl AF? AF i i AF AF i i AFI nf200M #I ; i LVPROOM #2 AFI Ltwo0M #I ' P� OOM #Z AFI # i ' 17f200M #2 AFI AFI i AFI i AFI LV19WOM 1 A/ N AFl _`\ �, _ — ; AFI �\/; N �\ /; i AFI Al H i� ��—C; J `=J \ i ���C-' mi '�J C;i'M`�,J i U u ��� // u u � // u \ \ \ AFI A� AFI AFI � �� AF16 AFI � �� AFI AFI � AFI 1 SD/CM AFI AFI _I.IN�N 1 pAN11ZY �_ ------- -- ---- ---, I- _ _ AFI AFI I,II N -- -- 1 pANw -------------- ---,---OFF I---, AFI AFI I,MN -- -- 1 pAN�tzY -----------------,---�F� I---, � 1 i i i W. i wl i i wFx M i 6 WALL I I L- 6 WALL 1 LGFI 6 WALL i GFI DRYER WASHER SPACE SPACE GFI BAD �"--� \ DRYER WASHER SPACE SPACE GFI BAD -0, I---- I � DRYER WASHER SPACE SPACE I3A1N GFI I--- I WOU \ U11LH Y _ G U911,11Y r-50 gal. — -O�— - G4 ' ° rT— FnQ Z o oo --------—O— -------J -------- -------J ----- ______—O O Jr GFI'P' GFI GFI I tC LIGH SWITC WINING z00M c LIGH W/SWTCI 71NIN6 z00M C LIGH SWIC WINING ROOM ATTIC ACCESS / / � � _ _ — AT11C ACCESS / 69 =44, / � �\\__— ' ATTIC ACCESS\\ — /—�\ / GFI / / GFI / GFI G�AfzAfil; 1 ��\ /r) WAIT 1 ��\ ,7 GAtz" L--- `' " (P L--- U LIVING ROOM ----------------L---I ` LIVING ROOM II LIVING ROOM 1 1 ] i i \ \� GFI / i \� i GFI / -0- / i \� i GFI-0- WP F-F] WP WP UNIT 6 ELECTRICAL PLAN 1 /4" = 1'-0" ELECTRICAL SCHEDULE SYMBOL DESCRIPTION — — — , INDICATES SWITCH LEG CIRCUITING DUPLEX RECEPTACLE DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER ® 42" A.F.F. 220V RECEPTACLE (bGH 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 DB = DOOR CHIME, GD = GARAGE DOOR $ SINGLE POLE SWITCH $3 3-WAY SWITCH SECURITY FLOOD LIGHT 4 EXHAUST FAN ® CHIME ELECTRICAL PANEL BOARD 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 C'� BRACED FOR CEILING FAN/LIGHT) 111NI METER CAN BY O ELECTRIC UTILITY CO. M TO UNDERGROUND SERVICE BY ELECTRIC UTILITY CO. 150 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL AMP 2" C WITH 3-4 0 THW AL #4 CU. GROUN TO COLD WATER LINE 5/8" X 8" GROUND LINE (ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) 150 AMP ELECTRICAL RISER N.T.S. UNIT 4 ELECTRICAL NOTES 1. ALL WORK SHALL BE 114 STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, ALL APPLICABLE LOCAL ORDINANCES AND IN COOPERATION WITH THB UMM COMPANIES. 2. COORDINATE AIL 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. S. INSTALL ELECTRICAL CABLE, WIRE AND CONNECTORS AS INDICATED IN ACCORDANCE WITH THE MANUFACURERS WRITTEN INSTRUCTION, THE APPLICABLE REQUIREMENTS OF NBC AND THE NATIONAL ELECTRIC 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. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS TO BE HARD WIRED. 10. ALL BEDROOM ELECTRICAL OUTLETS MUST BE ARC -FAULT AFb 11. PROVIDE MINIMUM 750A HIGH -EFFICIENCY LIGHTING. (FBC-ENERGY CONSERVATION R404) 12. REFERENCE SECTION 39, POWER & LIGHTING 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). 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 4 DATE: PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ELECTRICAL PLAN DWG. WB-14 REV, 0 ✓zi vl 32' -411 SIMPSON H16-2 (FL 11470.2) OR APPROVED EQUAL TRUSS ANCHOR ® ALL DBL. 1�-p11 GIRDER TRUSS TO TOP PLATE CONNECTIONS SIMPSON HETA20 II I I II II I I II I I l II I II I II I I I� II I II I I II II I I II I II I I I II I I I II I I II I I II II I I II I II I I I� II I I II I I II NZ7�1 — II I I II o IN II I I II � I II I I Ij I II i I II I I I� I II I I II II I I II I I II I I II I I I I II I I II II I I II I II I IILI I� 7 1 — — t — — —7 xi- - 20' 011 I?)i-pll 201-01, 201-011 13i-L211 lo op 01 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). _.%I AAA®_ Pt-"10 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 M 13'tTAIiIi J 1 REVISION: I DATE: RO 1 RO 2 RO 4 PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ROOF PLAN DWG. WB-15 REV. 0 11 II IV 1 111'11 1111 1 _1 1 1 1 _ _ 111 _ 1 — — I - _1-- 11 1_ ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A PRE-ENGINEERED TRUSS ® 2'4 O.C. (TYP.) 30 YR. DIMENSIONAL SN,qS ON LINE OF LOAD PATH 30# 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 X CEILING BOARD W/ VINYL SOFFIT KNOCKDOWN CEILING 1-0" NOTE: POURED LINTELS WILL BE 3000 psi CONC. — PLASTERING WITH PORTLAND CEMENT PIASTER 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 - - --_ I SOLID W CONC. SIMPSON HETA20 8' X 8' KNOCK -OUT BLOCK W/ 15 CONTINUOUS REBAR 8' X 8' PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS SINGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONIC. THIN THRU WALL SILL ® WINDOW (TYP.) o I MARBLE SILL 00 0 GE PEEL OR KNOCK -DOWN w ONE COAT OF PAINT ON INTERIOR WALLS 8' CONC. BLOCK WALL RUNNING BOND INSTALLATION 1 �2' GYP. WALL BOARD ON P.T. FURRING STRIPS W/ VTUFF-R INSULATION ARD - R-5.0 4' CONC. SLAB 2500 psi w/ 6x6-10/10 W.W.M. REINF. AND VAPOR BARRIER -------- iI I=1 11=1 11=i —I�1-1�I-1�I. � — STANDARD 90' BEND III III III i I—III-1 I I III—III—i I CLEAN POISONED _ I = — I —III —III= AND COMPACTED SOIL I —I I I —I I I I I I —I I III -III- —I I I —I I I —I I I —I I I —I I —(2) 15 CONTINUOUS FOOTER -III III ...11112„„III ... I I I3®�E RIAIR IN FOOTING op REF. TABLE R403.1.2 FOR FOUNDATION FOOTING SIZE TYPICAL WALL SECTION 3/4" = 1'-0" 0 30" 11 (4) #5 CON'T. E.W. 30"x3O"x12" DP. 30" x 30" x 12" MONOLITHIC FDN. 3/411 = 1'-0" (4) #5 E.W. 6x6 10/10 W.W.M. - ° A. e III— III—III II I I I- 1'-4" 4' GARAGE FLOOR STEP—DOWN 3/4" = 1'-0" 6 MIL VAPOR BARRIER CLEAN, POISONED AND COMPACTED SOIL 6 MIL VAPOR BARRIER �I —I' o :III = (2) #5 CON'T. 1/4" DIA. E.B. OR TOGGLE BOLTS @ 24" O.C. 2X4 STUDS @ 16" O.C. 20 P.T. STUD 20 P.T. PLATE d 6x6 10/10 W.W.M. III —III — II 6 MIL VAPOR BARRIER mImiII a (1) #5 VERT. IN FILL CELLS 2X4 STUDS 016" CTRS. R DOWEL TO MATCH W/ R-11 INSUL (MIN.) - VERTICAL REINFORCING W/25" MINIMUM LAP 2X4 P.T. PLATE 4"X4"INSPECTION PORT AT 6x6 10/10 W.W.M. EACH FILL CELL TYPICAL MIN. OPENING = 3" GRADE00 _ —III—I 6 MIL VAPOR BARRIER I=1 1= III —III —I 1- CLEAN, POISONED —I I- I II I 1=III— AND COMPACTED i CLEAN, POISONED AND COMPACTED -III H TEE =) I I 11= (2) #5 CONTINUOUS -III. I III I,, -11 STANDARD 90' BEND FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 1/2" DIA. AB'S x 7" EMBED 48" O.0 MIN.. —III—III— o v `III' iii .11 ...II — 8" 1'-4' 4" (2) #5 CON'T. d- I FRAME WALL TO GARAGE FLOOR STEP—DOWN 3/411 = 1'-0" 6x6 10/10 W.W.M. #5 DOWEL TO MATCH (1) #5 VERT. IN VERTICAL REINFORCING W/25" MINIMUM LAP FILL CELLS 4" 3000 PSI CONC. GRADE ------a 4"X4" INSPECTION PORT AT I a 6x6 10/10 W.W.M. EACH FILL CELL TYPICAL z _ MIN. OPENING = 3" a • ... f . ° 6 MIL VAPOR BARRIER!! — ° — ° — =1� II —II d I —III —III 6 MIL VAPOR BARRIER I — _ _ = I CLEAN, POISONED I ' = AND COMPACTED a CLEAN, POISONED (i2 ) #5 CONTINUOUS 8(1) #5 CONTINUOUS AND COMPACTED 81STANDARD 90' BEND 01 ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. 12" BELOW GRADE LOAD BEARING STEM WALL FOOTING 3/411 = 1'-0" DRILL & EPDXY SET #5 REBAR. FOOTING 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. N%111 11�1/d L_ T G IV t1l E Nij`� n•�Ll� ��0 �� ewo No.S300 . p 'A L /L 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: 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-S1 REV. 0 _l. I 25" REBAR LAP DISTANCE 13ONP. z I `` 5�'ANnAf?n0 HM 5T.Ap- I - HOOK, W — ;' ♦— I 24" MIN. LAP f: I• 't J (%) p I I I r4 ':I.. c lf7 0— CV Q J I I , I I I I I I I C.M.U. WALL I I I #3 OR #4 REINFORCING BAR { m I #3 & #4 LAP SPLICE i, '� ' •'' • V fl C/ V I I I I I 25" MIN. LAP P�INFOPUM%f IN GPOMP C�I.I, #5 REINFORCING BAR A P SPLICE , _•. CORNER CONTINUITY & WALL REINFORCEMENT r r . 3/4' = 1'-0" 10' 25" MIN. LAP 25" MIN. LAP f77. L_____ #5 REINFORCING BAR 25 LAP MIN, Uf f?�QUl�l;b r0k A.C.I. STD. 90' BEND CI.�AN GPOUf lf,lff S Ff. UNI.�55 I . 11 �- _ - - --- ---------------- REBAR LAP & BENDING DETAILS .Y : ,..'a. •. r: :,'.." Y'. N UI fin, N n0 I 0�' � �00�1 G IN��I. 5 I I I I , 1 1 I I 1` 1-1/2 - 1'-0' r•. ti.` .'a •. _ - ,. -, wt� A. iQ .• 4r.4 :r• � I I 5 D 1 DOWEL I I I 1 5 DOWEL I L T. f' t oV I I IN CORNER I II I 1 IN CORNER O i _ V � Y • ..L. . Y• 1 I I I I V .7 •a' •. ill: . •4. s.J I I I I • • r I OfzC NG _ •i 5f Y V t9)wt2. HOOK. CONTINUITY OF FOOTING & FDN. WALL REINF. DETAIL 8 ONE STORY MASONRY WALL LOAD PATH 3/4' =1'-D• 3�4m 4'-0" MIN. 4'-0" MIN. 5/8' 1 HOUR FIRE RATED PLYWOOD SHEATHING � 5/8' I HOUR ARE RATED PLYWOOD SHEATHING R-30 BLOWN/BATT INSULATION (MIN.) FASTEN RR 0 EDGES, 112 SHEATHING o�ao a �4�' O.C. ALONG NAILER a ®® TOP PLATE 1/2° GYP. WALL BOARD 1/2' GYP. WALL BOARD 2X4 STUDS 016" O.C. PRE-ENGINEERED TRUSSES 0 24" D.C. MAX. RREWALL TRUSS WITH VERTICAL BLOCKING ® 24' O,C. '• ;��; N0 c 216 NAILER BELOW SHEATHING TWO (2) LAYERS OF 5/8' TYPE °X" DRYWALL TYP. EACH SIDE MID POINT BLOCKING oo FASTEN ALONG VALLEY W/ 10d NAILS 0 4' O.C. ENn, TRUSS TRUSS FELT FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF SHEATHING NOT REQUIRED 9www fl(i wwww" CAST-IRON AUTOMATIC SECTION @ VALLEY � � -SET ATTACHMENT NAIL ,SUN 8 NAILS 024 O.C. �OR EQUAL) 2X4 P.T. PLATE 3/4' = 1'-0" 2x4 BLOCKING R- 30 BLOWN OR BATTS INSULATION 1/2' CEILING BOARD W/ i. • • 6x6 10/10 W.W.M. NOTE: THE ABODE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER KNOCKDOWN CEILING 10 PTJ i Simpson Strong -Tie HETA20 I 8' X 8' KNOCK -OUT BLOCK W/ #5 I CONTINUOUS REBAR I I 1 HOUR MASONRY WALL TYP, INTERIOR NON -BEARING WALL TYP. INTERIOR NON -BEARING WALL 1 HOUR COMMON WALL 3/4' = 1'-0' 1 REF. 13302.24 STRUCTURAL INDEPENDENCE EXCEPTION NO. 5. 3/4' = 1'-0' TOWNHOUSES SEPARATED BY A COMMON 1-HOUR ARE RESISTANCE RATED WALL AS PROVIDED IN SEC. 302.2. �INTERIOR FIRE COMMON -WALL SECTION 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). 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. RBVISION: DATE: R01 RO 2 Ia(K PROTECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOBL BAILEY TRI-PLEX PLAN DETAILS DWG. WB=S2 REV. 0 I I - --L- I I I 1 L' q1jr,11 II_ 1 + ' I '1 -L - TABLE R3012 FBCR 2017 COMPONENTS AND CLADDING 140 Ult - ROOF NET UPLIFT SCHEDULE EXP. "B" MEAN ROOF HEIGHT = 30' MAIN ROOF (N❑MINAL) ROOF DEGREES ZONE 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 O +12.2/-33,0 PSF +11,1/-31,0 PSF +10.0/-27,0 PSF +10.0/-24,0 PSF > 7 TO 27 O +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. 2 4 ft. r--------- ---------------------------------------------------- ------------- --------------- --------- --- ----------------------- -------- ---------- ---------------- ------------------------------ ---- ------------- -- i /J i i 5 ft. 2 4 ft. 2 ----------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------- ------------� 4 ft. 4 f t.4 f t. 2 , 1 2 2 ------------------------ - --------- - --- - ----- - ---------------- - ----- - ----- - ------------------ - -- - ----- - ------------------ ----- -------------------- - - ------------------ - --------- - -- 1\ 4 ft. 4 ft& 4 f t. 5ft. 4 ft. 4 ft. -------------------------- ----- - ------------------------------------- j ------- - - ---------------- IL----------------- - ------------------------------- - ------------------------------ - ----------------------------------------------------- 2 5 ft. 5 ft. 4 ft. 4 f t� 2 R❑❑E NAILING SCHEDULE 100903.2.3.1 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. R905.2.7 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 II, ASTM D4869 TYPE I OR I , 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. J. 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. 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 IV'0 63 Q II 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: I DATE: RO 1 RO 2 RO 3 RO 4 PROJECT ADDRESS: BUTTERFIELD INVESTMENTS, INC. COURT ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: JOEL BAILEY TRI-PLEX PLAN ROOF NAILING & NOTES DWG. MM S3 REV. 0