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HomeMy WebLinkAboutBUILDING PLANTI PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT:* MAYBE NECESSARY IN ORDER TO 4 QQMPGY WO1i A" APN1a0AALA 0001% -REVISION ISSUED: 1-50-I£ 3-13 18 mounTI C 2\ 12 6 (TYPICAL) / (TOP OF CMU) 4" STUCCO BANG (TYP. WHERE SH( DECORATIVE CORBELS (TYP. WHERE SHOWN) - STUCCO EXTERIOR FINISH NCRETE TILE ROOF i 1 n 1-6"DECORATIVE FOAM BAND (TYPICAL WHERE SHOWN) FRONT ELEVATION - SUMMER KITCHEN SCALE: I/4"=1'-0" Design Wind Speed Nominal Utinste Wind Velocity (mph) 170 Nongnal Wind Velocity (mph) 131.7 Exposure C internal Pressure Enclosed Height above ground (z) -(ft)` 0.0 Standard Wall Height-(ft) 10.0 Mean Roof Height (h) - (fo 15.0 Building Width (ft) 15.0 Building Length (ft) 28.7 Roof Slope (x:12) 6.0 Roof Angle (degrees) 26.57 (a) Edge Strip (ft) 3.00 End Zone 00 6.00 - Parapet Along Roof Perimeter (ft) EXISTING RESIDENCE Windload calc.com,,E, Your Window to Success ASCE 7-10 Version 8.0 2003 - 2013 Building Permit Edition Wind Load Program z APPLYING WIND LOAD FOR: ZONE OPENING ELEVATION (feet) WIDTH (feet) WIND LINet) (feet) D DE EFFECTIVE WEND AREA (sqft) SIGN INFORMATION Nominal Wind Load Pressures �AXEWLI POSITIVE PRESSURE(psf) AXUq MM NEGATIVE PRESSURE(psf) N/A p N/A N/A N/A N/A .. N/A O N/A a N/A N/A 1 5 4 3.0 8.0 24 35.6 -46.3 2 5 4 4.0 6.0 24 35.6 -46.3 3 4 4 4.0 6.0 24 35.6 -38.8 Z 4 5 4 4.0 6.0 24 35.6 -46.3 O F a C F� C7 z W O,< 04 .7 d ---------------------------- ------------ 0 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISILM OF THE CONTRACTOR OF RECORD j11 J1, lu . I II ti li I ........ ..... ......_...._._._,.,.....__....__..___-_..._._ I E _ y 1 � I a f _. _- , 1 1 EXISTING RESIDENCE 1g©(--oi4q ST. LUCfE COUNTY 1 REVIEWED FOR CO, REVIEWE B _ DATE I o PLANS AND PERMIT OR NO INSPECTION 'BE KEPT ON JOB BE IVA= SCANMF-P BY St Lucie Count' jIII ,', fib Jl,/ALE._ 1/4 - 1 -U THE MAIN WIND RESISTANCE FOR THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE "C" STRUCTURE. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION AND LATEST ADOPTED SUPPLEMENTS TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM WIND SPEED OF 170 MILES PER HOUR, EXPOSURE "C" STRUCTURE L ULTIMATE WIND SPEED = 170 MILES PER HOUR/NOMINAL WIND SPEED = 131 MILES PER HOUR 2. WIND IMPORTANCE FACTOR = I / BUILDING CATEGORY = 2 / ENCLOSED (FULLY) I WIND EXPOSURE = EXPOSURE "C" 4. INTERNAL PRESSURE COEFFICIENT: + 0.18 / 0.18 5. COMPONENTS & CLADDING: + 55.6 PSF / - 46.3 PSF ALL DOOR AND WINDOW UNITS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS (WHERE APPLICABLE) THIS STRUCTURE HAS BEEN DESIGNED AS A FULLY ENCLOSED STRUCTURE. THIS STRUCTURE IS LOCATED IN A WIND-BORNE DEBRIS ZONE PER FLORIDA BUILDING CODE. GLAZING PROTECTION (IMPACT GLASS AND/OR HURRICANE SHUTTERS) IS REQUIRED TO BE INSTALLED. 1j15k1:t*1-;-4Lv 'MID MAR � S 2018 Permitting Department St. Lucie County, FL /ftU r - G7elq TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE FOLLOWING PLANS COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION AND LATEST ADOPTED SUPPLEMENTS wn o0 � o V) Q� 0L u �0` " ma _ NN u _J 0-Q wQ T_° n EL H- L_ W c N o M l I NN I� 0 11 z 0 mz Q z W = U U V J I W CL� LLn l O Y N >' O Cn LLJ r) Ln LL Z NL � _ cl� Q LL � C # 0 0 LL � lL O D_ LL J_ LL L O O O wow �LL AI SHEET I OF -DRAWN BY- DANIEL FRECHET TYPICAL_ MAS❑NRY/R❑❑E EAVE FLASHING DETAILS NITIS. WIND❑W AND DOOR BUCK INSTALLATI❑N (MASONRY) MASONRY TAP -CONS I PAF'S I PDN'S WOOD SCREWS ROUGH OP'NG, BUCK TO HEAD AND JAMB WNDW, TO BUCK, UP TO 8'-0' 3/16' @ 16' O.C. .145 @ 8" O.C. .120 @ 6" O.C. # 8 @ 12' O,C, 8'-O' TO 10'-0' 3/16' @ 12' O,C, .145 @ 6' D.C. ,120 @ 6' O.C, # 8 @ 8. O,C, 10'-0' TO 12'-0' 3/16' @ 8' O.C. 145 @ 4' O.C. .120 @ 4' O,C, # 8 @ 6' O,C, 12'-0' AND BEYOND BY DESIGN BY DESIGN BY DESIGN BY DESIGN LEGEND, E71 El PAP = POWDER ACTUATED FASTENERS CMU HEAD DR JAMB PDN = PNEUMATICALLY DRIVEN FASTENERS TAP -CON OR PAF NOTES, MAINTAIN 3' EDGE CLEARANCE FOR PAF'S EMBED PAF'S 1.25' MIN. INTO CMU OR CONC, 1' X P.T. BUCK STRIP EMBED TAP -CONS 1.50' MIN, INTO CMU OR CONC, WOOD SCREWS LARGER MAS. OR WOOD SCREWS MAY BE SUBSTITUTED NOTICE. FOAM SEAL AT ALL BUCKS, WINDOWS AND DOORS NOTE, IF DOOR/WINDOW BUCK IS LESS THAN 1-1/2' DOOR/WINDOW MUST BE ANCHORED THROUGH JAMB INTO THE STRUCTURAL SUBSTRATE NOTE, WINDOWS AND DOORS SHALL BE ANCHORED PER MANUFACTURERS SPECIFICATIONS CONCRETE TILE ROOF OVER MINIM 30tb. FELT PAPER (IF REQUIRED) SECONDARY WATER INTRUSION RAF ON NOMINAL 19/32' COX PLYWOOD PRE-ENGINEERED WOOD TRUSSES- R20 SPRAY FOAM INSULATION (OPTIONAL OVER NON LIVING ARE (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP 2'x4' SUB-FI SOLID VINYL TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WIND DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER UNDERLAYMENT FLOOD AIR FREEZING MEAN ANNUAL Speech Topographic LOAD (mph) effects CATEGORYf Weathering' Frost tine depth Termite' TEMPE REQUIREDIT HAZARDS9 INDEX' TEMPI NA See Fig. R301.2(4) NA Negligible NA H avy NA NA NA NOTE: COORDINATE ALL FINAL BEARING HEIGHTS WITH FINAL TRUSS LAYOUT PRIOR TO CONSTRUCTION ELEVS, TYPICAL BREEZE WAY SECTI❑N CONCRETE T 30tb. FELT SECONDARY ON NOMINAL PRE-ENGINEERED WOOD SPRAY FOAM INSULATION (OPTIONAL OVER NON LIVING AREAS) SIMPSON STRAPS AT EACH TRUSS — (SEE CONNECTOR SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP STRIP 2'x4' SUB -FASCIA STUCCO TABLE M3.2.1 METAL FLASHING MATERIAL GAGE MINIMUM ! WEIGHT THICKNESS I(tba par.4 MATERIAL INCHES) GAGE el GOFPe, 0 024 . (16 oz Ammmum 0024 StamlB s steel 28 GabanizM 0.0174 26 steel (11.c coned G9o)IzinMon Aluminum 26 26 coa.ed 00,7e (A250 alum (AZ50 sr el zany alum znc) Zinc allay 0:027 Lead 2540cx Painted terse 126(20 oz) NOTE: COORDINATE ALL ROUGH OPENINGS FOR EXTERIOR DOORS AND WINDOWS WITH MANUFACTURER'S SPECS. CABINETRY NOTE: CABINET LAYOUT SHOWN AT KITCHEN, BATHROOMS, AND ANY OTHER LOCATIONS ARE DIAGRAMMATIC ONLY. COORDINATE FINAL CABINET DESIGN W/OWNER/BUILDER PRIOR TO ANY FABRICATION/INSTALLATION (2) 2'x12' NO, 2 SYP. WOOD BEAM W/ 15/32' CDX PLYWOOD FLITCH PLATE NOTE. SEE ROOF ZONE NAIL SCHEDULE ON SHEET 'S-l' FOR DECKING FASTENERS NGG�T�E. CL� p NAILS HATG6'V O LAEDGES K AND 6' O,C. IN FI 8'x16' CMU EXTERIOR FINISH (SEE ELEVATIONS) SEE ELEVS. # 50 VERTICAL REINFORCING AS INDICATED ON PLAN AND FILL CMU CELL SOLID WITH CONCRETE 4' CONCRETE SLAB W/F BERMESH FIBERGLASS STRAND REINFORCING <NIMUM 1.5tbs. PER CUBIC ON 6 MIL VAPOR BARRI R OVER CLEAN, WELL COMPACTED AND TERMIT TREATED SOIL APPROXIMATE GRADE 36'x36'x16'D CONCRETE FOOTER WITH (3) #50 REINF, EACH WAY #50 REBAR W/10' HOOK AND 25' MINIMUM LAP W/VERTICAL- REINFORCING N FLASHING NOTES R703.4 FLASHING, APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE-F4SHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR RENE RATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 71. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILCINC WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER _O,NT EXPANSION AND CONTRACTION, ASTM CI281, AAMA 8I2, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 71- THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSIONRESISTANI' FLASH,NGS SHALLBE INSTALLED AT THE FOLLOWING LOCATIONS. TABLE R301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD Uninhabitable attics Without storage' 10 Uninhabitable aldcs with limited storage' a 20 abdabie attics and at� cs served with fixed stairs 30 Balconies (e)tedor and decks° 40 Fire escapes 40 Guardrails and handrails 2003' Guardrail in -BR components 601 Passes ervehidegara esa 60, Rooms other than sleeping room 40 Sleeping rooms 30 Stairs 4V TABLE "MA MUMMIES ROOF LIVE LOADS IN POUNME ROE PER SQUARE FOOTOF HORIZONTAL MOJlOTON R14IN 3CYRRE FLEml7�FOR 9 NLTIIML RENDER .0/SIAPE OtmW Owr W4 min Sala, was:�m.a 13 3R .e u eRbiia� IswiT3 » i4 »Ha,mv.eNU_,I » ,a rz R302.9.1 FLAME SPREAD INDEX WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT GREATER THAN 200 R302.10.1 FLAME SPREAD INDEX INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR - PERMEABLE MEMBRANES WITHIN FLOOR/CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACE AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX OF 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 1/2' CEILING BOARD OVER 1'x3' FURRING STRIPS AT 12' O.C. MAX (MOISTURE RESISTANT) MINIMUM 16' BEAM AT SUMMER KITCHEN W/(I) PRE -CAST CONCRETE LINTEL BEAM W/(1) #50 REINF. AND (1> COURSE OF B'xB'x16' LINTEL BLK. W/(1) #50 REINF. AND FILL ALL CELLS v AND COURSES SKID WITH CONCRETE y F.F. ii IMF, it ilk � TYPICAL SUMMER KITCHEN SECTI❑N 0 N.T.S. CONCRETE TILE ROOF OV 30tb. FELT PAPER (IF RE SECONDARY WATER INTRL ON NOMINAL 19/32' CDX PRE-ENGINEERED WOOD 1 SPRAY FOAM INSULATION SIMPSON STRAPS AT EACH TRUSS — (SEE CONNECTOR SCHEDULE) (SEE ELEVATIONS FOR ROOF PITCH) METAL DRIP 2'x4' SUB-1 STUCCO NOTE, SEE ROOF ZONE NAIL SCHE LE ON SLEET 'S-1' FOR DECKING FASTENERS NOT'IE�, Fp 7 SHEATHINGEV/8dL RING MS K NAILS AT 6' QC. ON EDGE AND 6' O.C. IN FIELD EXTERIOR FINISH (SEE ELEVATIONS) PRECAST OR POURED SILL — It CMUINVCAT N WITNAHFNO RCONCRLCING _TE 4' CONCRETE SLAB W/FIBERMESH FIBERGLASS STRAND REIW13RCING (MIN. 1.5 s. PER CUBIC ON 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED SOIL APPROXIMATE GRADE #50 REBAR W/10' HOOK AND 25IINIMUM LAP W/VERTICAL 18'Wx16'D CONCRETE FOOTER WITH <2> 050 REINFORCING SEE ELEVS. CEILING BOARD EBEgLOCCCWITH (O1) k508REINFO ING CCNCRE ERSE AND FILL WIT OPGOO�NS�DETELW BENNRUNLESS (SEE ELEVATIONS FOR HEADER HEIGHTS) DRYWALL PT FURRING STRIP MINIMUM R5 INSULATION TYPICAL 11`4" BLOCK WALL SECTI❑N N.T.S, —REVISIO( 1 3-13-18 (COUNTY c _-o n So O t` N a "7) U CCL �p F mQ NN MO-) m J J aL CLa W a z L In CL F- ILL UJ C N U 0 W o 0 GI Lu cc n n o U z N (n LLJ In U-) =tea rl- o�f� ooCE zD-o o 0O z o r-- Lu w -1 L� A7Z SHEET 3 OF -DRAWN BY- DANIEL FRECHET A NOTE: ALL LAPS 25" MINIMUM 10" DOWEL HOOK TO LAP WITH VERTICAL `` REINFORCEMENT .y (3) #5 VERTICAL DOWEL GROUTED CELL - - - #5 CORNER REBAR n CORNER BOND BEAM REINFORCING DETAIL NTS ❑ INTEIRIOR ZONE: ROOF ZONE 1 WALL_ END ZONE: ZONE 4 ROOF ZONE 2 WALL ZONE 5 WIND DIRECT!ON TYPICAL SMEARWALL SEGMENT (SEE FOUNDATION/FLOOR PLW) I -BOND BEAM MINIMUM 6" DOWEL col EMBEDMENT -k- #5 DOWE - - - - - - -- - - - - - FOOTER SIZE AND NUMBER OF HORIZONTAL REINFORCING SEE FOUNDATION PLAN 1 112' MIN, r-COVER I I N. WELI NTS -HEDULE) n ROOF TO MASONRY SIDE -WALL CONNECTION NTS GENERAL VALLEY NOTES: (1) ALL RAFTERS TO BE 2"x6" N0, 2 SYP. AT 24" O.C. MAX (2) ANY RAF TER LENGTHS OVER 16'-0" CLEAR SPAN TO HAVE 2" X 4" COLLAR TIE AT HALF SPAN (UP TO 16'-0") (3) RIDGE BOARD SHALL BE 2"x8" NO. 2 SYP. (4) ATTACH RAFTERS A-0" OR LONGER TO RIDGE BOARD S LEDGER BOARD USING (1) SIMPSON # H2.5A ANCHOR WITH (10) 8D NAILS. ALL OTHERS TOE. -NAIL WITH 12D NAILS. STAGGERING OF RAFTERS INTO RIDGE IS PERMITTED (+/- 3") (5) COMPLETE PLYWOOD DECKING REOUIRED UNDER VALLEY FRAMING WHEN USFD WITH ATTACHED, PARTIALLY ENCLOSED STRUCTURE. (EXAMPLE: PORCH AND OR ENTRY'S, ETC.) 0U-2"x6" LEDGER BO/ TO TRUSSES WITH (2 AT MAX 24" O.C. (PR END OF-12DCCOLLLAR VALLEY FRAMING DETAIL ROOF ZONE NAIL SCHEDULE 3 3 1 8d RING SHANK NAILS @ 6" O.C. EDGES, 6" O.C. FIELD 2 8d RING SHANK NAILS @ 4" O.C. EDGES, 6" O.C. FIELD 3` 8d RING SHANK NAILS @ 4" O.C. EDGES, 6" O.C. FIELD ROOF ZONE T' + 14.5 PSF (TYP. WHERE SHOWN) - 29.5 PSF ROOF ZONE 2" + 16.3 PSF ^ti (TYP. WHERE SHOWN) - 46.1 PSF ROOF ZONE "3" + 15.6 PSF (TYP. WHERE SHOWN) - 69.2 PSF SOFFIT DESIGN PRESSURES I + 38.2 PSF 56.3 PSF N.T.S. IEADER YR. BOARD NTS GENERAL NOTES: MASONRY 1. ALL CONSTRUCTION WORKMANSHIP AND MATERIALS SHALL CONFORM TO "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530-92/ASCE 7-16/ TMS 402-92. (LATEST EDITIONS) 2. COURSE GROUT (SIZE 8) SHALL BE USED IN CONFORMANCE TO THE REQUIREMENTS OF ASTM C476-83 "STANDARD SPECIFICATIONS FOR GROUT OF REINFORCED AND NON -REINFORCED MASONRY". 3. CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE I OR II, CONFORMING WITH ASTM C90-85 "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS". 4. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (f'm) SHALL BE 1900 PSI USING TYPE M OR S MORTAR. 5. THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8". 6. HORIZONTAL REINFORCING SHALL CONFORM WITH ASTM A82-85. 7. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH LAP SPLICES OF 30 BAR DIAMETERS MINIMUM. 8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACKFILLING, SOIL COMPACTION, AND OTHER CONSTRUCTION AS WELL NATURAL OCCURING FORCES ORDINARILLY ENCOUNTERED DURING THE CONSTRUCTION PROCESS.. BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE HAS BEEN COMPLETED. 9. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP BETWEEN 8 AND 11 INCHES. 10, WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN -OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER. CLOSE THE OPENING AFTER INSPECTION. GENERAL NOTES: WOOD 1. ALL FRAMING CONSTRUCTION, WORKMANSHIP AND MATERIALS (INCLUDING TRUSSES) SHALL CONFORM WITH THE SPECIFICATIONS AND REQUIREMENTS OF THE REFERENCES LISTED BELOW: "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" THIRD EDITION 1985 "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION "1991 AND SUPPLEMENT "U.S. PRODUCT STANDARD PS 1" OR APA PRP- 108 PERFORMANCE STANDARDS "MANUAL FOR HOUSE FRAMING, WOOD CONSTRUCTION DATA NO. 1 "NATIONAL FOREST PRODUCTS ASSOCIATION. 2. ALL TRUSS BEAM AND COLUMN MEMBERS SHALL BE SPECIES AND GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES EQUAL TO OR GREATER THAN VALUES FOR SOUTHERN YELLOW PINE NO. 2, 19% MAX. M.C. 3. GALVANIZED METAL HANGERS AND FRAMING ANCHORS SHOWN ON THE PLANS SHALL BE USED AND SHALL BE FASTENED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS, SUBSTITUTIONS REQUIRE ENGINEER'S APPROVAL. 4. ANCHORING AND NAILING NOT IDENTIFIED SHALL COMPLY WITH THE NAILING SCHEDULE GIVEN WITHIN "MANUAL FOR HOUSE FRAMING", AND 2017 FLORIDA BUILDING CODE 6th EDITION 5. A MINIMUM OF TWO STUDS SHALL BE INSTALLED ADJACENT TO ALL OPENINGS IN EXTERIOR AND LOAD BEARING WALLS AND BENEATH ALL BEAM & GIRDER BEARING POINTS. 6. TRUSSES SHALL BE SIZED AND DETAILED IN ACCORDANCE WITH THE DIMENSIONS AND LOADS INDICATED. 7. TRUSS SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED BY A FLORIDA LICENSED ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SPECIALTY ENGINEER SHALL SPECIFY BLOCKING AND BRACING NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 7-16. 8. AS A MINIMUM, ROOF SHEATHING SHALL CONSIST OF 15/32" (NOMINAL) APA SPAN RATED, EXPOSURE 1 PLYWOOD OR 7/16" O.S.B., NAILED TO SUPPORT WITH 8d RING SHANK NAILS AT 4" OC ON EDGES, 6" OC IN FIELD 9. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32" APA SPAN RATED, EXPOSURE 1 PLYWOOD OR 7/16" O.S.B. THE SHEATHING SHALL BE ATTACHED TO FRAMING MEMBERS WITH 8d NAILS AT 6" O.C. 10. EXTERIOR AND INTERIOR LOAD BEARING WALLS SHALL BE FRAMED WITH 2X4 MEMBERS AT 16" O.C. MAX. SPACING FOR MAX. 10' HIGH PARTITIONS. FOR HEIGHTS ABOVE 8' REFER TO WALL SECTIONS. STUDS SHALL BE SPRUCE -PINE -FIR #2 OR SPECIES WITH EQUAL OR GREATER DESIGN VALUES. 11. ALL PRESSURE TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE #2 19% MAX. M.C. IN ACCORDANCE WITH AWPA STANDARDS C1,C2 AND C9 LATEST EDITIONS, WITH A WATERBORNE PRESERVATIVE IN ACCORDANCE WITH STANDARD P5. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL OR GALVANIZED. 12. WHERE DRAWING INDICATES APPLIED EXTERIOR FINISH OVER APPROVED WATER BARRIER OVER WOOD FRAMING MEMBERS. OWNER IS RESPONSIBLE TO INSTALL ALL REQUIRED SEALANT, FLASHING, ETC. TO MAINTAIN WATER- PROOF INTEGRITY TO PREVENT MOISTURE INFILTRATION INTO STRUCTURE. OWNER IS RESPONSIBLE FOR PERIODIC MAINTENANCE AND UPKEEP OF EXTERIOR APPLIED FINISH TO MAINTAIN WATERPROOF INTEGRITY TO PREVENT DAMAGE TO INTERIOR COMPONENTS. 13. WATER -RESISTIVE BARRIER. EXTERIOR WALLS OF FRAME CONSTRUCTION RECEIVING A VENEER SHALL BE PROVIDED WITH A WATER -RESISTIVE BARRIER. THE WATER RESISTIVE BARRIER SHALL BE A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT, SHALL BE ATTACHED TO THE SHEATHING, WITH FLASHING IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR WALL VENEER. 16o TOENAILS L VARIES 7'-0' <MAX> CORNER JACK L VARIES 9-10-12 HIP JACK TRUSS TO TRUSS CONNECTION DETAIL WHERE CEMENT PLASTER (STUCCO) IS TO BE APPLIED TO LATH OVER FRAME CONSTRUCTION, MEASURES SHALL BE TAKEN TO PREVENT BONDING BETWEEN THE CEMENT PLASTER AND THE WATER -RESISTIVE BARRIER. A BOND BREAK SHALL BE PROVIDED BETWEEN THE WATER -RESISTIVE BARRIER AND THE CEMENT PLASTER (STUCCO) CONSISTING OF ONE OF THE FOLLOWING: 1. TWO LAYERS OF AN APPROVED WATER-RESISTANT BARRIER; OR 2. ONE LAYER OF AN APPROVED WATER-RESISTANT BARRIER OVER AN APPROVED PLASTIC HOUSE WRAP; OR 3. OTHER APPROVED METHODS OR MATERIALS APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. A CORROSION RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 M INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS. THE SCREED MUST BE PLACED AT A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. GENERAL NOTES: CONCRETE 1. ALL CONCRETE CONSTRUCTION WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 301-89 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 2. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH ASTM C150 AND SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH SHOWN BELOW: FOUNDATIONS & SLABS 3000 PSI BEAMS 3000 PSI MASONRY 3000 PSI 3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615-87 GRADE 60. BARS SHALL BE FREE OF RUST, MILL SCALE, PAINT OR OTHER COATINGS THAT WILL REDUCE CONCRETE BOND. 4. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN WITH ACT 315-80 (REVISED 1986) "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 5. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF ACI 318-89 / 318R-89 "BUILDING CODE AND COMMENTARY FOR REINFORCED CONCRETE." 6. BEAMS OVER MASONRY OPENINGS SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL OCCUR OVER SUPPORTS, TOP BARS SHALL LAP AT MID -SPAN. 7. CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO THE ELEVATIONS SHOWN ON THE DRAWINGS. 8. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 9. UNLESS OTHERWISE PERMITTED OR SPECIFIED, CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 INCHES +/- 1 INCH. GENERAL NOTES 1. THESE DRAWINGS WERE PREPARED WITH THE ASSUMPTION THE CONTRACTOR/OWNER-BUILDER IS KNOWLEDGEABLE OF COMMON CONSTRUCTION PRACTICES. 2. THE CONTRACTOR/OWNER-BUILDER SHALL REVIEW DRAWINGS FOR ACCURACY AND INTERPRETATION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS PRIOR TO CONSTRUCTION. 3. THE FOUNDATION PLAN SHALL BE VERIFIED BY THE CONTRACTOR/ OWNER -BUILDER TO CORRESPOND WITH THE FINAL ENGINEERED TRUSS LAYOUT. 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE - DO NOT SCALE DRAIWNGS. 5. FLASHING SHALL BE PROVIDED PER FIELD CONDITIONS. 6. MOISTURE PROTECTION SHALL BE PROVIDED BETWEEN ALL MASONARY AND NON PRESSURE TREATED WOOD SURFACES. 7. A 1/2" DIAMETER X 10 " LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" DIAMETER J-BOLTS. AT FOUNDATION 8. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS. ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION TO THE ENGINEER BEFORE STARTING CONSTRUCTION. 10. THE STRUCTURE HAS BEEN DESIGNED TO MEET THE REQUIREMENTS OF 2017 FLORIDA BUILDING CODE 6th EDITION 11. FOUNDATION AND SLAB ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE BEARING CAPACITY OF 2000 PSF. 12. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO UNIFORMLY PROVIDE THE BEARING CAPACITY UNDER ALL FOUNDATIONS. 13. THE CONTRACTORS SHALL HIRE A GEOTECHNICAL ENGINEER TO RECOMMEND SOIL IMPROVEMENTS REQUIRED TO OBTAIN THE MINIMUM SAFE BEARING CAPACITY STATED ABOVE. PARTIAL ROOF LAYOUT a 16D TOENAILS DOUBLE BEVEL CUT AT END OF TOP AND BOTTOM CHORD ALLOWABLE FORCES OF 16D COMMON TOENAILS NAIL QUANTITY 1 2 3 SHEAR 204# 408# 612# WITHDRAWL 114# 228# 342# N.T.S. -REVISIONS- 3-13-18 (COW TY COMMEN 2 «. LU, Uo o ,o �o L 0 N o_1 < � � O L n �LL > F o mQ N N w Ir v LLJ z u o Q W Q HW I Wo@J ti 0 z ry Lli �D V / I U z f L Q LC C a [If� coy- L-Ai 0 U 3/ (n Lu NO Ln �> � -k 1 O F7 W CC OLu Q Q W W W _T z L1_ EL S-1 SHEET 5 OF 6 -DRAWN BY- DANIEL FRECHETTE PLUMBING GENERAL NOTES 1.0 PROM ALL MHOS AND WTSBIAIH AS ■E1110M TO PROVIDE A MMY PUNCUDYI G AND 000MM DON Im TAM DWIRIM IRL Alm SAN=ANT DRUNIOS HYSfOI AS DNNCATm ON DRAVIRM T� DRANDW AM DIAOBANNAHC DI NATO® AND na=TE THE OSIwAL 1BYN000NT OF W&VINNI AND [Waw=. FOAL LOCATIONS OF IIIIII 1g�ALL P D DITIMMtID. ILO ALL NAMUM SHALL HS NEW Alm APPBDM By 10 amm a zRv= TO TAM W= Alm PROVIDE 81M Off VALVE IN VALVE Bat OutBIDE SUILIMM A.O PROVIDE Alm INSTALL PWAMM PmD® AS Hcmmmn or summ SA DO NOT SCALE FOH THE VAM 71 10688, FORM, squaw=, Em 0.0 ODOSDOfATE WOOS HRH ORB@ TRAM TO AVOID O=EarRmmE WRB 7.0 VAM PW= TO BB cpYC &0 F0MM AND OmTALL APPRIUM AMD&11lS 08 SHOT 1SOOeBOS AT EACH PLD1mHm Fmm GROUP. RA UR APFFAM nmOLATmO DNNm FOR NO® PANEL SCHEiUL-E SINGLE-PHASE N1C 3 M(...0 "rPs I ' rr, l 7,0 I'll FIE-. ._ i 20 '� Zfl . _ Zt; � LTS. r•, 'WYl .. -SL - SERVICE CALCULATIONS FOR SFR AND CABANA DATE: 12M 3/2017 CONTRACTOR: RESIDENCE FOR: ADDRESS: ITEM QUANTITY VA PER GEN. LIGHTING LOAD = SFLA @ 3 VA 4152.00 3.00 12456.00 VA LAUNDRY @1500 VA EA. 1.00 1500.00 1500.00 VA KITCHEN SABC @ 1500 VA EA 3,00 1500.00 4500.00 VA RANGE @ 10200 VA 1.00 10200.00 10200.00 VA DRYER @ 5000 VA 1.00 5000.00 5000,00 VA WATER HEATER @ 4500 VA 2.00 4500,00 9000.00 VA DISHWASHER @ 1600 VA 1.00 1600.00 1600,00 VA MICROWAVE @ 1500 VA 1,00 1500.00 1500.00 VA DISPOSAL 1/2 HP 9.8A @ 120V 1.00 1176.00 1176,00 VA POOL PUMP 1-1/2 HP 25A @ 240V 1.00 6050.00 6050.00 VA IRRIGATION PUMP 3/4 HP 6.9A @ 240V 1.00 1656.00 1656,00 VA CENTRAL VAC 1.00 1440.00 1440.00 VA OVEN 20AI240V 1.00 4500.00 4500,00 VA MINI -RIDGE 1.00 340.00 340.00 VA NEW CABANA LTS - SFLA @ 3 VA 195.00 3,00 585.00 VA NEW ICE MAKER 1.00 2400,00 2400.00 VA NEW MINII 1,00 400.00 400.00 VA NEW MINI -SPLIT A/C 1.00 2400.00 2400,00 VA NEW EXHAUST HOOD 1.00 400.00 400.00 VA 0.00 VA 0.00 VA 0.00 VA TOTAL 67103.00 VA 1ST 10 KW @ 100% 10000, 00 VA 10000.00 VA BALANCE AT 40% 57103.00 VA 22841.20 VA ADD HEAT/AC-HEAT - 100% LOAD TOTAL HEAT 1OKW EA @100% (2-UNITS) 22400 VA @ 100% 22400.00 VA A/C 30A RLA @240V EA (2-UNITS) 60.00 A 240.00 V 14400.00 VA TOTAL 69641.20 VA SERVICE SIZE LOAD (VA) / 240V = 69641.20 VA 240.00 V 290.17 AMP EXISTING 400A AMP MAIN SERVICE 2" V.T.R 2 12„ ` LAV.% 2" W.C. 2:, 3% LAV. W.C. 3„ 211 LW.C. AV. L �J , 3" K.S 10.0 FUmese AIM RMALL 2" V.T.R. 2" ommo m DRAIN Pam TO A POOR WRI1 S PT or A/C I (� UNIT AM ON TO AN APPRM UNCHAROi PONT. I 2" I SINK 2 4,: 2" ISLAND VENT TIC NEW SUMMER KITCHEN SINK INTO EXISTING PLUMBING ,SINK 4 z" 2" 2" 2" ----'- 21 2" V.T.R. K'--- 2" � �:. LAV. . �2" 21' 2 v .` 2" 2' I ��1 TUB r� I 2\� L 2 1 h,SINr. , 3:, 3" SHIP. 4" 4" i 2" LI vv. C.; 2: r-'� I LAV. 4'' SHY. ELECTRICAL SYMBOLS $ SINGLE POLE SWITCH 0 LIGHT FIXTURE THREE POLE SWITCH T'O WALL MOUNT FIXTURE $� FOUR POLE SWITCH 0 RECESSED FIXTURE DIMMER SWITCH Q EYEBALL FIXTURE ,$Lp Uu1 SINGLE OUTLET -0 PULL CHAIN VL DUPLEX OUTLET Z--QTRACK LIGHTING LENGTH AS INDICATED SWITCHED DUPLEX W 220 OUTLET U FLOOD UGHTS EMERGENCY LIGHT QUAD OUTLET o FLUORESCENT u TELEPHONE LENGTH AS INDICATED 0 TELEVISION wF 0 WIRE FOR FAN SMOKE DETECTOR wywIT T WIRE FOR FAN Q ELECTRICAL PANEL WITH LIGHT B EXHAUST FAN Wp INDICATES WATERPROOF O THERMOSTAT o INTERCOM 6�1M INDICATES GROUND Vl� FAULT INTERRUPT DOOR BELL BUTTON INDICATES ARC FAULT 8, Vll CIRCUIT INTERRUPTER QF DISCONNECT }}LL INDICATES �FLOORIGHT � ELECTRICAL METER VL42 8 GARAGE DOOR 0.0.0, OPENER NOTE: ALL SMOKE DETECTORS TO BE LINKED TOGETHER SO AS TO SOUND SIMULTANEOUSLY WHEN ONE IS TRIGGERED. NOTE: ALL ELECTRICAL 120V OUTLETS NOT LISTED AS GR SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) NOTE: ALL DEVICES IN SLEEPING AREAS SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROTECTED INCLUDING SWATCHES, UGHTING, RECEPTACLES, AND SMOKE DETECTORS NOTE: ALL OUTLETS SHALL BE TAMPER -RESISTANT NOTE: PLANS COMPLY WITH THE 2017 FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION CHAPTERS 3443 AND 2014 NEC 2„ _ 3" SINK 2" 2" 2" PLUMBING RISER DIAGRAM 41. NOT TO SCALE C. 0. TO CITY SEWER (FIE[ VERIFY) Nt Nr+ (3) #6 CU AND (1) #8 CU GROUND IN 1" COND. FED FROM MAIN ELECTRICAL SYSTEM PANEL AT ADJACENT SFR SUB -PANEL 120/240V 10 3W NEMA 1 60 AMP M.L.O. FLUSH MOUNT SEE ELEC. PLAN FOR LOCATION RUN 1 #8 Cu TO TO 5/8"x8' GROUND 120/24OV 1 0 3W NEMA 3R 60 AMP 10K AIC ENCLOSED CIRCUIT BREAKER OR EQUAL (3) 4/0 CU WITH #4 GROUND 400 AMP METER 2-POLE 60 AMP BREAKER 500 KCMIL IN 4" CONDUIT NOTE: BOND GROUND TO CONCRETE ENCASED ELECTRODE (UFER) PER NEC ARTICLE 250 NOTE: AT BACK TO BACK SERVICES INSTALL M.C.B. ELEC. PANEL IN LIEU OF EXTERIOR DISCONNECT. 120/240V 1 0 3W NEMA 1 200 AMP M.L.O. FLUSH MOUNT PANEL OR EQUAL. -2-POLE 200 AMP BREAKER 120/240V 1 0 3W NEMA 1 -2-POLE 200 AMP BREAKER 200 AMP M.L.O. FLUSH MOUNT PANEL OR EQUAL. INTERSYSTEM -BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS RUN (1) #1/0 Cu TO 5/8"x8' GROUND ROD AND BLDN'G FOOTING STEEL NOTE: ALL ELECTICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES, LOCAL POWER COMPANY, ELECTRICAL RISER DIAGRAM 400 AMP - UNDER GROUND - N.T.S. -REVISIONS- 1 3-15-18 (COUNTY UOMMENTS) 2 ��» W O '0 U) o CD c� O C)a o Lr) CO LL r C, E m Q W of m J = U Q W LL Q W Q LL U UT IL E- W W lQ ❑ �❑ 0 U z n� LL W U z 0 U z LLJ u o z Q Wz W z_ z W ry �i0� LL z O mz z W C) U U W � N Q L_L Q Lu IL 2- I Co EPI SHEET 6 OF 6 -TRAWN BY- DANIEL FRECHETTE