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Home My WebLink About5920 12th Sth 1�1 0 a 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 ❑R STRUCTURE, THAT P❑RTI❑N SHALL COMPLY WITH THIS CODE. CREATI❑N OR EXTENSI❑N OF NONCONFORMITY, 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 1 MINIMUM C❑MPRESSIVE CONCRETE STRENGTH TO BE 2500 PSI IN 28 DAYS, ALL CONCRETE SHALL BE 'READY MIXED' AND IN ACCORDANCE WITH A,S,T,M, SPECIFICATI❑N C-94, SLAB ON FILL ; INTERI❑R CONCRETE SLABS POURED ON FILL TO BE POURED OVER WATERPROOF MEMBRANES. ALL SLABS TO BE REINF❑RCED WITH 6X6 10/10 WELDED WIRE MESH, LUMBER 1, STORE LUMBER OFF GROUND, KEEP WELL VENTILATED AND COVERED. 2, CURRENT EDITI❑N, ASS❑CIATI❑N GRADING RULES GOVERN, 3. ALL LUMBER SHALL BEAR GRADE MARK OF AN ASIC BOARD OF REVIEW AGENCY. 4, ANY SPECIES ALLOWED UNLESS ❑THERWISE NOTED. 5. SIZES ARE N❑MINAL, ACTUAL SIZES SHALL CONFORM TO AMERICAN LUMBER STANDARD PS 20-70. 6, M❑ISTURE CONTENT OF LUMBER 2' OR LESS IN THICKNESS SHALL BE 19% OR LESS AT THE TIME OF INSTALLATI❑N, STRUCTURAL LUMBER TO HAVE 1120 PSI FIBER STRESS IN CONFORMANCE TO AMERICAN INSTITUTE OF TIMBER C❑NSTRUCTI❑N (AITC) SPECIFICATI❑NS, ALL LUMBER AGAINST MASONRY OR CONCRETE TO BE PRESSURE TREATED. TERMITE TREATING S❑IL BELOW STRUCTURE TO BE TERMITE TREATED TO A DISTANCE OF 5'-0' BEYOND THE PERIMETER LINES OF THE BUILDING. ALL STEEL SHALL BE 40 KSI WITH A MINIMUM CLEAR COVER OF 3' AGAINST S❑IL, AND SHALL HAVE A MINIMUM LAP OF 40 TIMES THE DIAMETER OF THE REBAR, HEADERS SHALL BE DBL, 2X MEMBERS AND LAMINATED W/1/2' PLYWOOD GLUED W/C❑NSTRUCTI❑N ADHESIVE AND NAILED W/#16D COMMONS 16' ❑,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 DESIGN LOADS: A. WIND LOADS, PER; 1) RISK CATEGORY 11 - PER (TABLE 1604,5/TABLE 1,5-1) 2) EXR 'B', PER TABLE 1609,4.5/SECTI❑N 26.7.5 3) THE BASIC ULTIMATE DESIGN WIND SPEED, V (ULT) = 140 MPH Wt 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 26.11.1 6) COMP. P. 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 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 R6162, 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 2 16' ❑,C, MAX. SPACING WITH SINGLE TOP AND BOTTOM PLATE W/ 1/2' GYP. DRYWALL EACH SIDE. Parent A royal �p FL15220.6 _FL15220.5 FL15279-R5 - -- - - FL19715 - - -- Manufacturer - �Plastico, Inc. - - noon � Plastico, Inc. Clo a Buildin Products Compan Clopay -g - - -- y- - _ Silverhne Bldg. Products - _ - FLORIDA APPROVED PRODUCTS LIST Category Subcategory- Swinging Ext. Door -- - -- Exterior Doors -rswinging Exterior Doors Ext. Door Assemblies Exterior Doors Sectional Ext. Door Assemblies - - - - - Windows JSingle-Hung ### Product Model # or Name Opaque Fiberglass Door jOpaque Fiberglass Door V1 Series/70 Series Model Description J Entry Door �I Glazed Fiberglass Door Vinyl -- FL6067-R7 Silverline Bldg. Products WindowsMullion Aluminum -- -- -- - - - - - - - - noon - FL16626-1-R3 Tamko Building Products RoofingUnderlaymentsW Underla ent -- - - -- - - -- -- -ro-i _ - --- --- - Roofing f Asphalt Shingles Fiberglass Reinforced FL16305.1-R3 Tamko Building_ Products � _ - i FL15272 Alside -- _--- Panel Walls Soffits Aluminum - -- - - - - _.. -- -- - -noon-- Embedded Truss Anchor FL11473-R2 Simpson Strong -Tie Co. Structural Components Truss Anchors HETA 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 I Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors- SP1 PStrong-Tie- P - - --- noon-- - -- - - - _- --- --- Com S P 2 FL10456.10-R4 - Simpson Co. Structural orients Wood Connectors Anchors - - - _-_ Wood Connectors Anchors --T - T - - FL11473-R2 Simpson Strong -Tie Co. Structural Components LSTA12 - _Ties P g p � - _ --- - - FL10655.11 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors HUSC Beam Hangers - - --- - - - noon --- --- - - -� FL13904.6 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors MBHA Beam Hangers 1 i;- -- -- __- - - -- g ---noon- _ -- . - - --.__.-----_--- -- NOTE 2:278- FLORIDA APPROVED WINDOWS AND DOORS RATED FOR INDICATED DESIGN PRESSURES AND INSTALLED PER DOOR MANUFACTURERS SPECIFICATIONS. M51P�NIIPL PLAN CH�CKI.15f M� FI.OVIPA 13UII.91% COn� 6TH. �PIION ( 2011) 5I/ ► a..#65 Lmim NPICAIW. 'r 41i / 1W/' r / i / 1i •. 5. PW= PWUfM f WM IWACf N aWa5FOR WWORK i / • G .• • ' 6. 50IR COWAM1011 WAL5 WM FRm : / , ija :i / i /' . I / r, . ! . fir. WVW5, ANP MAXJMUM OMN ML 5PPCINC4 INIACKW, (FPC-W51MN% 011.7, Z iiI' II I/I' I'/ ► 1111401WIP&M I /PWICIM FX-M5119%% i %M r Ir AkV CAIM MINIM I /r (FOCAM51111MUM R. 4. IN 57) 7. mom 01I / C&WIM 'r 01. • ' i/ I / /' / i ! /' FIM • • • / /' 002b, 'fi • M516N OMNIN6 M55M5 rNC O%19 PUIL19IN6 WOW "6'' 96 1900Iz/ WOW 1 15S[9 ZONE M551,T MR fARX 001.2 NOMIN& 519 AAA A 5068 V9. 4 20.2 22 20 5f P 2868 W. 4 2112 22 10 5F C 2668 V9. 4 212 22 10 5F n 16010 OW 5 18,0 22 100 5f '75 63 2-25 5H 4 20,2 22 20 51' F 1560 5/ 8 2-22 5H 4 20.2 22 20 5F G 3lx63 25 5H 4 21.2 22 10 5F H 8 24 5H 4 21.2 22 10 5P i 5/ 8 24 5H 5 2112 28 10 5F K 31x38 3/ 8 23 5H 4 21.2 22 10 5f L 32/ 2 5H 4 21.2 22 10 5F M 15x63 2-25 5H 5 20.2 22 20 5F ZOW 5 PA%L9 ON 4' ROM COIZNM ALL WORK SHALL COMPLY WITH PReVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REQUIRED ATTIC VENTILATION AREA OF ATTIC 2535 NET FREE VENTILATION AREA REQ'D. 1/300 REQ'D. VENTILATION ATTIC 2535/300 8.45 VENTILATION AREA x SQ. INCHES PER FOOT (144) 1216.8 MIN. REQUIRED VENTILATION IN UPPER PORTION OF ATTIC 608.4 OFF RIDGE VENTILATION AREA 115 SQ. INCH PER VENT 608.4/115 TOTAL # OF VENTS REQUIRED 5.29 TOTAL # OF VENTS PROVIDED 6 SOFFIT VENTILATION AREA 11.736 SQ, INCH PER PER L.F. 608.4/11.736 TOTAL LINEAL FT. OF SOFFIT VENTING REQUIRED 51.84 * AREA OF ATTIC IS THE PERIMETER OF THE HOUSE (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) AREA CALCULATIONS: 1809 SF - LIVING AREA 500 SF - GARAGE AREA 85 SF - REAR PORCH AREA 96 SF - FRONT PORCH AREA 45 SF - STORAGE AREA 12535 SF - UNDER ROOF I DRAWING PAGE INDEX 5920-A1 -ENGINEERING NOTES 5920-A2 -FLOOR PLAN 5920-A3 -ELEVATIONS 5920-A4 -FOUNDATION PLAN 5920-A5 -ROOF PLAN 5920-A6 -ELECTRICAL PLAN 5920-S1 -WALL SECTION &DETAILS 5920-S2 -ROOF NAILING 5920-S3 - ROOF BRACING DETAILS 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: 09-03-19 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 RO 3 I� PROJECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ENGINEERING NOTES DWG, 5920-Al REve 0 a V, 0 WINDOW SCHEDULE I HEREBY CERTIFY THAT I HAVE REVIEWED - -- THIS PLAN AND FOUND IT TO BE IN MASONARY COMPLIANCE WITH ASCE 7-10, & FBC 2017 OPENING (6TH. EDITION). L- (TOP OF SILL) E � 2 � I - TAG - QUANTITYCODE ;W 1 IDTH H ZONE WIDTH HEIGHT �2) 25 SH 74 50 5/g I - - - - - 50 7/8 - �- 75 ---- -- F 1 (2) 24 SH 74 - 63 - - 4 75 ! 63 3/8 1 23 SH 37 _-'�� 38 38 5/8 � � - 4 �, 38 3/8 4 38 2 2 SH 37 50 5/8 4 { 50 7/8 -. J 1 24 SH - ! 37 50 5/8 ! -5 --- 38 - 50 7/8 K 3 25 SH - 1 37 - 63 F_ 4 38 63 3/8 - -- - - -- - - �- f -._. L 1 33/2 SH TEMP/OBS 26 11Z 38 3/6 4 27 1/2i 38 5/8 M _ _ 1 . _ � (2) 25 SH _ 74 50 5/8' -5 75 j 50 7/8 I- --- 2---:I5H1 MULL 99,-RP) R'_n" 47'-4" Rp-N» FLOOR PLAN FACES WEST SEE DESIGN OPENING CHART PER WINDOW �k 1 3/8" MIN. SOLID WOOD DR OR 20 MIN. FIRE -RATED DOOR PER R302.5.1 OR SELF -CLOSING DOOR PER R302.1 -ING/GARAGE SEPARATION FROM HE RESIDENCE AND ATTICS AND _S, TO BE NOT LESS THAN 1 /2" )UM BOARD OR EQ., APPLIED TO GARAGE FRAME SIDEWALLS AND CEILINGS. PER R302.6 AREA CALCULATIONS: 1809 SF - LIVING AREA 500 SF - GARAGE AREA 85 SF - REAR PORCH AREA 98 SF - FRONT PORCH AREA 45 SF - STORAGE AREA 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: 09-03-19 DRAWN BY: L.E.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROJECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN FLOOR PLAN 2535 SF - UNDER ROOF DWG, 5920-A2 REV. 0 T/ RIDGE EL. T/ MEAN ROOF HGT. T WALL EL. �i +21.2-22 T WINDOWS DOORS EL. d a 00 i CIO T/ FIN. FLOOR EL STUCCO 0/ CMU-S FRONT ELEVATION FACES WEST STUCCO 0/ CMU'S STUCCO 0/ C! T/ RIDGE EL. T/ MEAN ROOF HGT. 0 1'-0" LEFT ELEVATION SHINGLE ROOF RIGHT ELEVATION 0 REAR ELEVATION 0 SHINGLE ROOF I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). 'III. Ittto e ew 0 e ii e •p \� 4 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: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ELEVATIONS DWG, 5920-A3 REV. 0 LINTEL SCHEDULE LINTEL SIZE REINF. L-1 811x16" 145 T&B L-2 811x24" 145 T&B L-3 81102" 145 T&B * PRECAST LINTEL (1) #5 REBAR IF OVER 61, NO REBAR REQ'D. IF LESS THAN 6', I L-1 K.O. COURSE ALL CELLS K.O. & P.C. LINTEL FILLED W/ 3000 PSI CONC. i .�. LINTEL L-3 K.O. COURSE L-2 K.O. COURSE ALL CELLS K.O. & P.C. .:' LINTEL FILLED W/ ALL CELLS K.O. & P.C. U3000 PSI CONC. LINTEL FILLED W/ 3000 PSI CONC. P.C. LINTEL � P.C. LINTEL I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). EN e STATE 9iv 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. RBVISION: R01 RO 2 i1011K DATE: PROTECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIELD INVESTMENTS HOUSE PLAN FOUNDATION PLAN 1 /4"=1'-0" FOUNDATION PLAN DWG, 5 9 2 0 -A4 REV. 0 I ---T---------T--- ---1--------------- 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 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 1 I I I I I I I I I I I I I I O I I I O l O I I I I I I I I I I I I I I Q 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 0 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 - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - -I- - - S� O �O a GABLE ROOFS 100 < 0 < 300 FBCR 2017 - COMPONENTS AND CLADDING - EXP, 'B' PER FBCR R3012 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 EXTERI❑R DOORS & WINDOWS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017, ALL C❑NNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. 4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5, COMPONENTS AND CLADDING - EXP. 'B' 140 Ult - ROOF NET UPLIFT SCHEDULE MAIN ROOF (NOMINAL) ROOF ZONE EFFECTIVE WIND AREA DEGREES 10 SQ. FT, 20 SQ, FT, 50 SQ. FT, 100 SQ. FT, > 7 TO 27 [� +12.2/-19.0 PSF +111/-18.0 PSF +10.0/-18.0 PSF +10,0/-17.0 PSF > 7 TO 27 O2 +12.2/-33.0 PSF +111/-31.0 PSF +10.0/-27.0 PSF +10.0/-24.0 PSF > 7 TO 27 (� +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 ZONE EFFECTIVE WIND AREA DEGREES 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 O2 +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 +18A/-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. ROOF PITCH 5 ON 12 w WADS COMPONENTS & CLADDING PRESSURE ZONES NOTE "a" = 4 FEET IN ALL CASES —1 n11 rr) ')1 n1 n)) PRELIMINARY ROOF PLAN FOLLOW TRUSS SUBCONTRACTOR PLANS ROOF PLAN 1 /411=1'-0" LATERAL LOADS Design Wind Velocity: 140 mph Risk Category:11 Wind Exposure Category: B Internal Pressure Coefficents: 0.18/-0.18 (Enclosed) UPLIFT PER TABLE 802.11 SPAN = 33'-0" TRUSS SPACING = 24" U=765 # PER CONN. HETA20 = U =1810# O SIMPSON META20 SIMPSON HETA20 ) SIMPSON MGT SIMPSON HUS 26 SIMPSON H1 SIMPSON H3 0 SEE GABLE END DETAIL SIMPSON LSTA12 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TIL EDITION). ►ir • . ® 608 Is *4 S00 TATE e NA L e® j®or ►�,` PROFESSIONAL ENGINEER SEAL ENGINEER OF RECORD David W. Smith P.E. FLORIDA LICBNSE 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. RBVISION: DATE: R01 RO 2 RO 3 RO 4 PROTECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN ROOF PLAN VERIFY ROOF PLANTH TRUSS MANUF. DRAWINGS DWG, 5920-A5 AND CALCULATIONS. REV. 0 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 ❑UTSIDE RECEPTACLES � II II I ; U W = c3: FE N GDO I II I \ � II II I TWO -CAR GARAGE � II G GA GA I I AFC / db l /► / I 1 r\ n A A qpAFC WH �QTnQ A rF- AFC AFC l� AFC I I MASTER BEDROOM AFC AFC 200 AMP MAIN BREAKER 40 CIRCUIT SURFACE MOUNT PANEL METER CAN BY O 200 ELECTRIC UTILITY CO. — AMP L2" C WITH 3-4/0 THW AL #4 CU GROUN TO UNDERGROUND SERVICE BY ELECTRIC UTILITY CO. TO COLD WATER LINE 5/8" X 8" GROUND LINE (PASCO CO. ATTACH TO FOOTER REBAR) (BACK TO BACK SERVICE/OFFSET SIMILAR) EX. 200 AMP ELECTRICAL RISER N.T.S. 100 AMP MAIN BREAKER 20 CIRCUIT SURFACE MOUNT PANEL #4 SER CU. OR #2 SER ALUMN. DINING ROOM GREAT ROOM 1 � -- W•- C -- I W.I.C._ I I I I I I 1 \ GFI MASTER BATH AN LIN. 0 R/A BELOWII A/H AFC E� AFC Qz \ AFC ■ BEDROOM #2 GFl O HALL BATH WP AFC 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) AFC I I I BEDROOM #3 I ID I j AAFC AFC 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 deMontinollin 90 Country Club Lane Mulberzy, FL 33860 Phone: (863)397-7525 DATE: 08-28-19 DRAWN BY: LE.D. REVISION: DATE: R01 RO 2 RO 3 RO 4 PROTECT ADDRESS: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIELD INVESTMENTS HOUSE PLAN ELECTRICAL PLAN 1 /4"=1'-0" ELECTRICAL PLAN DWG, 5920-A6 REV. 0 PRE-ENGINEERED TRUSSES PER R802.10 ® 24" O.C. ROOF TIE -DOWN PER R802.11 PRE-ENGINEERED TRUSS ® 2'-0" O.C. (TYP.) 30 YR. DIMENSIONAL SH OGLES ON LINE OF LOAD PATH 301 FELT PAPER ON 5%8 SHEATHING SEE UNDERLAYMENT APPLICATION NOTE 12 ON SHEET M-S4 5 F— SHEATHING THICKNESS PER R803.1 FASTEN SHEATHING PER R803.2.3.1 CONT. ALUM. DRIP STRIP 6" ALUM.` FACIA ROOF VENTLATON PER R806 CLIMATE ZONE 2A WIND UPLIFT LOADS AT TOP OF SIDEWALL BUILDING WIDTH = 33.0' ROOF & CEILING DEAD LOAD = 10 PSF TRUSS SPACING = 24" O.C. WIND SPEED = 140 MPH (POUNDS PER TRUSS END CONNECTION = 7651) REF. TABLE R802.11 i ROOF VENTILATION AS PER FBCR SECTION R806 CLIMATE ZONE 2A LR- 30 INSULATION 1/2" COUNG BOARD W/ VINYL SOFFIT 1'_0" KNNOCKDOWN CEILING 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 APPUCATIONS: 48 HOURS WAIT TIME BEFORE APPLYING FINISH Cf PER R703.6.5 HEIGHT ABOVE FINISH 'oo GRADE REF. R403.1.6 DEPTH BELOW GRADE REF. R403.1.4.1 z MINIMUM HEIGHT _ N _ 0 I SOLID W CONC. SIMPSON HETA20 8 X 8" KNOCK -OUT BLOCK W/ #5 CONTINUOUS REBAR 8 X 8" PRECAST CONC. LINTEL ABOVE WINDOW & DOOR OPENINGS ANGLE HUNG ALUM. WINDOW (TYP.) PRECAST CONC. THIN THRU WALL SILL �® WINDOW (TYP.) o I MARBLE SILL °O OR NGE 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 3[4" TUFFR- INSULATION �BOOARD - R-5.0 0 3/4' P.T. FURRING STRIPS 4" CONC. SLAB 2500 psi W/ 6x6-10/10 W.W.M. REINF, AND VAPOR BARRIER A ° d d 20" op MASONRY FOOTER REF. TABLE R403.1.2 FOOTING 'G' EXTERIOR WALLS - A CONTINOUS LOAD PATH PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES FROM THE ROOF ASSEMBLY TO THE FOUNDATION PER R301.21 MASONRY CONSTRUCTION PER R606-R610 GENERAL DESIGN REF. R606 EXTERIOR WINDOWS/DOOR PER R609 MASONRY FILLED CELLS W/ REINF. BARS REF. R606.11 (1) MIN. REINF. ICI—I�I� �- Illlllli,l —IICLEAN, POISONED ' CONCRETE FLOORS ON GRADE AND COMPACTED SOIL THICKNESS PER R506.1 SUPPORT PER R506.21 STANDARD 90' BEND VAPOR RETARDER PER R506.23 REINFORCEMENT PER R506.2.4 (2) 15 CONTINUOUS FOOTER REBAR CHAIR IN FOOTING 3" CLEAR. TYPICAL WALL SECTION 3/4" = 1'-0" FBFAM HANGER cl��cnr`I VE DOWEL TO MATCH VERTICAL REINFORCING W/25" MINIMUM LAP HEADER BLOCK 6x6 10/10 W.W.M. Q Q 6 MIL VAPOR BARRIER CLEAN, POISONED AND COMPACTED - (1) #5 VERT. IN FILL CELLS 4"X4"INSPECTION PORT AT EACH FILL CELL TYPICAL MIN. OPENING = 3" J U GRADE STANDARD 90' BEND a . I ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. BELOW GRADE (2) #5 CONTINUOUS 20" LOAD BEARING STEM WALL FOOTING 3/4" = 1'-0" 6x6 10/10 W.W.M. d 1 6 MIL VAPOR BARRIER CLEAN, POISONED AND COMPACTED I ° STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. 161) BELOW GRADE 10 (2) #5 CONTINUOUS ck�J U ENTRY/PATIO STEM WALL FOOTING 3/4" = 1'-0" 2x12 SYP BEAMS W/ /2" PLYWOOD FILLERS IT POSTS -6 @TOP _6 @ B0� J r7 1/4" DIA. E.B. OR TOGGLE BOLTS @ 24" O.C. 2X4 STUDS 016" O.C. 2X4 P.T. STUD (1) #5 VERT. IN FILL CELLS 2X4 STUDS ® 16" CTRS. HEADER BLOCK LDOWEL TO MATCH W/ R-11 INSUL. (MIN.) TICAL REINFORCING 2X4 P.T. PLATE W/25" MINIMUM LAP 2X4 P.T. PLATE 71 ; 4"X4" INSPECTION PORT AT 6x6 10/10 W.W.M. 6x6 10/10 W.W.M. EACH FILL CELL TYPICAL MIN. OPENING = 3" _ V 6 MIL VAPOR BARRIER � (=III= -1 I - I I=III CLEAN GRADE _ - z 6 MIL VAPOR BAR AND RIER a COMPACTED ;IIIIi N CLEAN, POISONED -I I= = I I=I I I -I I I= I AND COMPACTED( - STANDARD 90' BEND ALL CONC. BLOCK w/ DOWELS TO BE FILLED SOLID w/ CONC. (2) #5 CONTINUOUS BELOW GRADE FRAME WALL TO LOAD BEARING CMU CONNECTION 3/4" = 1'-0" 4" 3000 PSI CONC. 6x6 10/10 W.W.M. 6 MIL VAPOR BARRIER I • CLEAN, POISONED AND COMPACTED zn° 12" 1/2" DIA. AB'S x 7" EMBED 0 48" O.0 MIN.. <r a° a Q • a d d: 8" 1 1141 1 1 4" o I- 11 (2) #5 CON'T. FRAME WALL TO GARAGE FLOOR STEP-DOWN 3/4" = 1'-0" MIN, OF 12 BLW UNDISTURBED SOIL. GRADE I N J U -(2) #5 CONTINUOUS MONOLITHIC FDN. DETAIL 3/4" = 1'-0" 3 (4) #5 CON'T. E.W. 30"x30"x12 DP. 30" x 30 x 12" MONOLITHIC FDN. 3/4" = 1'-0" (4) #5 E.W. 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 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 AKE 7-10, & FBC 2017 (6nL EDITION). laEF11 - s dl �o ® N 3608 STA7- �ia i" y9. ®� ,47 11 NA�i�`%� ®111110 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: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUTTERFIELD INVESTMENTS HOUSE PLAN STRUCTURAL DETAILS DWG, 5920-S1 REV, 0 2" PLYWD. L BRACE GABLE END TRUSS ?X4 DIAG. 3RACE FOLLOW -RUSS MANUF. )ECOMMENDATIONS) 4) 10d NAILS C-A'tAo D[-\ C❑NTINU❑US @ 48" D.C. GABLE END BRACING DETAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" OC, TYP. CMU END WALL W/ FLAT CEILING WIND SPEED 140 MPH 3-SECOND GUST & MEAN ROOF HEIGHT UP TO 30'-0" 2x4 BLOCKING @ 48" O/C "L" BRACE ATTACHED W/ 10d NAILS @ 4" OC, TYP. -1 1—TRUSS WEB SEC110N A 2x4 BLOCKING @ 48" O/C ,,,,ALE TRUSS WEB SECTION B 2X4 CROSS -BRACING 9 RIDGE n ■N ?n'—n" KA, TOP/BOTTOM CHORD GABLE END BRACING @ 48" O.C. MAX. FOR THE FIRST 4 ROWS OF TRUSSES --- ___ -- ___--- --- __ > < - - - - - - --- - - - - - RIDGE - - - - - -- - J � m Q ---- ____ --- -.--->< - _ ----- - ----- ------------ ------------ oQ ao RED. MIMMUM TRUSS BRACING SEE TRUSS M FR. CUT SHEETS FOR ADDITIONAL BRACING THAT MAY BE REQ'D. 7/16" 0 APPROVAL GABLE END TRU BRACING DETAIL (1) SIMPSON LSTA12 STRAP @ 48" O.C. A nlArnKlAl RAA(`IKIr -ENGINEERED TRUSSES 4" O.C. MASONRY GABLE END BRACING DETAIL I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10, & FBC 2017 (6TH. EDITION). ��. EL7- ®® am 608 ° m_ STA �° 4 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: 592012TH. ST. ZEPHYRHILLS, FL. 33542 CONTRACTOR: BUITERFIELD INVESTMENTS HOUSE PLAN ROOF DETAILS DWG. 5920-S2 REV. 0 E I