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HomeMy WebLinkAbout5939 12th StDigitally signed by taICS® Thomas V Platania ® cncta"2s4 ProCalcs, LLc Date: 2020.11.18 14:58:37-05'00' Signature can only be verified and validated with electronic copy of documents. HVAC DESIGN FOR POINT WEST ENGINEERING PEREYRA RESIDENCE General Notes Please note not all notes may apply. 1. CONTRACTOR SHALL PROVIDE A COMPLETE AND OPERABLE MECHANICAL SYSTEM. 2. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE. CAREFUL ATTENTION SHALL BE PAID TO PRECISE LOCATION AND COORDINATION OF DIFFUSERS, REGISTERS, AND GRILLES WITH STRUCTURAL FRAMING AND ELECTRICAL FIXTURES AT CEILING LOCATIONS. ELECTRICAL FIXTURES AT CEILING TAKE PRIORITY OVER DUCT LAYOUT. ELECTRICAL FIXTURES AT CEILING ARE NOT TO BE MOVED FROM THEIR PROPOSED LOCATIONS. SEE THE REFLECTED CEILING PLANS, WHERE AVAILABLE, FOR EXACT LOCATIONS OF CEILING FIXTURES. NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT PERMISSION FROM STRUCTURAL ENGINEER. 3. THE CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, ALL NECESSARY FEES, PERMITS, AND TESTS. 4. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, ORDINANCES AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. NO CONTRACTOR SHALL BID UNLESS FAMILIAR WITH THESE CODES. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT, PROFESSIONAL APPEARANCE WHEN COMPLETED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. STORE AND INSTALL MATERIALS AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HVAC SYSTEM(S) TO BE INSTALLED (REFRIGERANT LINES, EQUIPMENT, DUCTWORK, GRILLES, ETC.). ADDITIONAL OFFSETS, TRANSITIONS, ETC. MAY BE REQUIRED TO PROVIDE A COMPLETE SYSTEM. NO ABRUPT TRANSITIONS SHALL BE PERMITTED. THE MECHANICAL WORK HEREIN INCLUDES COMPLETE SYSTEMS OF HEATING, AIR CONDITIONING (TEMPERATURE AND HUMIDITY CONTROL), VENTILATION, BATHROOM EXHAUST, KITCHEN EXHAUST, AND ALL DUCTWORK. THE CONTRACTOR SHALL PROVIDE EACH ELEMENT THEREOF, AS INDICATED HEREIN, OR REASONABLY INFERRED (WHETHER OR NOT SPECIFICALLY CALLED FOR BY ITEM), REASONABLY NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTIONING AS INDICATED BY THE DESIGN AND EQUIPMENT SPECIFIED. CONTRACTOR SHALL VERIFY SPACE CONDITIONS PRIOR TO THE FABRICATION OR INSTALLATION OF ANY WORK. 6. THE CONDENSING UNIT AND AIR HANDLING UNIT EQUIPMENT SHALL BE AS SPECIFIED OR ARCHITECT APPROVED SUBSTITUTE. 7. PRIOR TO START OF THE HVAC WORK, THE CONTRACTOR SHALL SUBMIT, TO THE ARCHITECT, AN UPDATED MANUAL J LOAD ANALYSIS, BASED ON THE FINAL CONTRACTOR DOCUMENTS AND ACTUAL MATERIALS AND PRODUCTS SELECTED (ie: BUILDING ENVELOPE INSULATION, EXTERIOR DOOR GLAZING, AND ANY OTHER APPLICABLE FACTORS THAT WOULD AFFECT THE UPDATED MANUAL J LOAD ANALYSIS). THE SIZING OF THE ACTUAL HVAC SYSTEMS TO BE UTILIZED (REFRIGERANT LINES, EQUIPMENT, DUCTWORK, GRILLES, ETC.) SHALL BE BASED ON THE UPDATED MANUAL J LOAD ANALYSIS, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR PROPERLY SIZING THE HVAC SYSTEM. 8. THE CONTRACTOR SHALL COORDINATE A "MECHANICAL WALK-THROUGH" MEETING, WHICH IS TO OCCUR PRIOR TO THE START OF THE MECHANICAL ROUGH -IN. THE PURPOSE FOR THIS MEETING IS TO ALLOW THE OWNER, ARCHITECT, AND CONTRACTOR TO REVIEW AND COORDINATE FINAL DUCT AND AIR DEVICE LOCATIONS. THE MECHANICAL SUBCONTRACTOR'S FOREMAN IS TO ATTEND THIS MEETING AS WELL. 9. NO CHANGES TO THE HVAC PLANS OR NOTES SHALL BE PERMITTED WITHOUT PROCALCS, LLC. PRIOR APPROVAL. 10. REFRIGERANT PIPING SHALL BE TYPE "L" SOFT DRAWN COPPER, ASTM B280, AND SHALL BE MILL CLEANED, DRIED AND CAPPED. INSULATE REFRIGERANT SUCTION LINE WITH " WALL FOAMED PLASTIC INSULATION SLIPPED OVER TUBING AND ALL JOINTS THOROUGHLY SEALED. PAINT REFRIGERANT PIPING INSULATION WITH TWO (2) COATS OF ACRYLIC PROTECTIVE PAINT WHERE INSULATION IS EXPOSED TO WEATHER. 11. ALL FIBERGLASS DUCTWORK SHALL BE 1-1/2" FIBROUS GLASS ANTI -MICROBIAL DUCTBOARD INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF S.M.A.C.N.A. FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. 1" FIBROUS GLASS ANTI -MICROBIAL DUCTBOARD MAY BE USED IN THOSE LOCATIONS WHERE ALLOWED BY CODE. NO ABRUPT TRANSITIONS SHALL BE PERMITTED. PROVIDE AIR TURNING VEINS IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 12. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX M-KA TYPE WITH 1-1/2" ONE -POUND DENSITY INSULATION AND VINYL VAPOR BARRIER OR ARCHITECT APPROVED SUBSTITUTE. NO ABRUPT TRANSITIONS SHALL BE PERMITTED. 13. DUCT SIZES SHOWN ARE INSIDE NET DIMENSIONS. 14. ALL AIR DEVICES SHALL BE MANUFACTURED BY TITUS, 250 SERIES, OR APPROVED SUBSTITUTE. COLOR TO BE APPROVED BY THE PROFESSIONAL OF RECORD PRIOR TO PAINTING GRILLES BUT ASSUMED TO BE WHITE FOR BID/BUDGET PURPOSES. SUPPLY AIR REGISTERS SHALL BE DOUBLE DEFLECTION TYPE WITH OPPOSED BLADE DAMPERS. ALL SIZES AND PATTERNS ARE NOTED ON THE MECHANICAL PLANS. 15. FOR EACH RETURN AIR GRILLE, PROVIDE 3M FILTRETE 1000 MICRO ALLERGEN PLEATED AIR FILTERS (3M, 800-49403552, www.filtrete.com, MERV RATING: 11, PRESSURE DROP: .2 @ 300 FPM, OR APPROVED SUBSTITUTE). PRIOR TO INSTALLATION, THE CONTRACTOR SHALL VERIFY THAT THE AIR VELOCITY NOICE ACROSS EACH RETURN AIR FILTER WILL BE LOW, BASED ON THE PRESSURE DROP FOR PROPOSED FILTER TYPE AND THE PROPOSED RETURN AIR GRILLE SIZE(S). ANY RETURN AIR FILTER GRILLES THAT ARE REQUIRED TO BE RESIZED BY THE CONTRACTOR, ARE TO BE SIZED FOR FILTER SIZES THAT ARE READILY AVAILABLE AT HOME SUPPLY STORES. CUSTOM SIZES ARE NOT PERMITTED. 16. ALL BATH, KITCHEN, AND DRYER EXHAUST(S) SHALL BE VENTED TO THE EXTERIOR. 17. ALL BATH EXHAUST FANS SHALL BE DUCTED WITH 4" R-FIN. SLOPE AND FULLY SUPPORT ALL BATHROOM EXHAUST DUCTS TO AVOID ANY SNAGS IN THE DUCT AND TO ALLOW FOR PROPER DRAINAGE. TERMINATE AT SOFFIT WITH SCREENED GRILLE, UNLESS OTHERWISE NOTED. 18. PROVIDE BACKDRAFT DAMPERS FOR ALL EXHAUST FANS. 19. ALL EXHAUST AIR DUCTS SHALL BE GALVANIZED SHEET METAL CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS.D 20. TESTING, ADJUSTING, AND BALANCING: THE CONTRACTOR SHALL BALANCE THE AIRFLOW DISTRIBUTION SYSTEMS, INCLUDING SUB MAINS, BRANCHES, AND TERMINALS TO QUANTITIES INDICATED ON THE UPDATED MANUAL J LOAD ANALYSIS (FOR RESIDENTIAL PROPERTIES) AND MANUAL J (COMMERCIAL PROPERTIES). 21. PROVIDE DRAW -THROUGH CONDENSATE TRAP AT EACH UNIT CONDENSATE DRAIN. DEPTH SHALL BEAT LEAST 1-1/2 TIMES THE TOTAL S.P DROP OF THE UNIT. 22. PROVIDE PROGRAMMABLE SERIES 7-DAY THERMOSTAT. PRIOR TO ORDERING THE THERMOSTAT, THE CONTRACTOR SHALL VERIFY THAT THE SPECIFIED THERMOSTAT WILL OPERATE PROPERLY WITH THE PROPOSED AIR CONDITIONING EQUIPMENT. IF A SUBSTITUTE IS REQUIRED, CONTRACTOR MUST SUBMIT PRODUCT INFORMATION TO ARCHITECT FOR PRODUCT APPROVAL. COORDINATE THERMOSTAT LOCATION WITH FURNITURE/EQUIPMENT LAYOUTS, WINDOWS AND DOOR SWINGS. THERMOSTAT MUST BE LOCATED AT 54" A.F.F. AND NOT LOCATED ON AN OUTSIDE WALL. 23. SUPPLY AND RETURN AIR GRILLES SHALL MAINTAIN A MINIMUM DISTANCE OF 3'-0" FROM CEILINGS FANS. 24. ALL DUCT BRANCHES, PER ACCA MANUAL D, SHOULD INCLUDE DAMPERS FOR PROPER AIR FLOW AND BALANCING, 25. NO EQUIPMENT SHALL BE PURCHASED UNTIL REVIEW BY THE PROFESSIONAL OF RECORD, EVEN IF EQUIPMENT HAS BEEN SPECIFIED. 26. ANY VARIATION FROM THE DESIGN PRESENTED COULD AFFECT SYSTEM PERFORMANCE. 27. EQUIPMENT SHALL BEAR A U.L. OR OTHER RECOGNIZED LABEL, NAMEPLATES, WIRING DIAGRAMS, AND ENERGY RATINGS, AS APPLICABLE. 28. CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND ACCESSORIES SO THAT IT IS READILY ACCESSIBLE FOR SERVICING, TESTING, BALANCING AND REPLACEMENT. 29. CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE AGAINST DEFECTS WALL MATERIALS AND WORKMANSHIP FOR ONE (1) YEAR FROM ACCEPTANCE WITH FOUR ADDITIONAL YEARS OF WARRANTY ON COMPRESSORS. 30. PRIOR TO ACCEPTANCE BY THE OWNER, THE SYSTEMS SHALL BE TESTED AND BALANCED BY A AABC OR NEBB CERTIFIED T&B CONTRACTOR EXPERIENCED WITH THIS SYSTEM. THE CONTRACTOR SHALL CERTIFY THE TESTING AND BALANCING WITHIN +/- 10 % OF DESIGN CFMS AND PROVIDE BALANCE TEST SHEETS. 31. AIR BALANCE TO BE PERFORMED BY THE AIR CONDITIONING CONTRACTOR TO THE OWNER'S COMFORT. ALL SUPPLY AND RETURN DUCTWORK SHALL BE INSTALLED IN ACCORDANCE T MA NA WITH I S C STANDARDS AND LOCAL BUILDING CODES. 32. PROVIDE ALL CONTROLS, STARTERS, CONTROL WIRING, DISCONNECTS, AND OTHER ELECTRICAL EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM. MECHANICAL CONTRACTOR IS TO COORDINATE WITH OTHER CONTRACTORS TO ENSURE THAT ALL ITEMS REQUIRED ARE INCLUDED IN 33. COORDINATE ALL POWER AND CONTROL WIRING WITH ELECTRICIAN. - 'We are the missing place' PO Box 882032 Port Saint Lucie, FL 34988 Phone:772-882-5700 www,ProCalcs.Net tom@procalcs.net License CAC1815254 No. Revision/Issue Date 1 Issue 11118/202 For: Point West Engineering PO Box 360035 Tampa, FL,33673 Drawn By: Sheet AAG Checked By: TP M_ 1 Date: 11/18/2020. Scale: As Shown First Floor HVAC Plan M_BATH — UTILITY 9'-4"FLAT CLG. 1/4"=1'-0" Signature can only be verified and validated with electronic copy of documents. GENERAL NOTES: 1. All supply ducts are designed per ACCA Manual D. 2. All supply branches are designed according to ACCA Manual D for the highest CFM's required Heating or Cooling, for the room load per ACCA Manual J. 3. It is the Installing HVAC Contractors responslblllty to install air volume dampers to adjust appropriate air flow accordingly. 4. Field coordinate all grille locations with other trades prior to installation to maintain proper clearances required by applicable codes. KEY NOTES: O 1. Bathroom Exhaust Fan, 100 CFM, 8" vent. 2. Kitchen Range Hood Exhaust Fan, 190 CFM, 8" vent, confirm with hood manufacturer guidelines. Legend Please note not all symbols may apply. f®' F®-> ®, Supply grille y y ->�F -►F�11E- Return grille s Sidewall return grille Thermostat Q Exhaust fan 12 x 12 Grill Size 148 cfm Grill CFM 8" Branch Duct Size Condensing unit r U We are the missing place' PO Boa 882032 Port Saint Lucie, FL 34988 Phone:772-882-5700 www.ProCalcs.Net tom@procalcs.net License CAC1815254 N M N �-1 ri N No. Revision/Issue Date 1 Issue 11/18/202 For: Point West Engineering PO Box 360035 Tampa, FL, 33673 Drawn By: Sheet AAG Checked By: TP � J� Date: 1V —2 11/18/2020 Scale: As Shown CONDENSING UNIT BOLTED TO CONCRETE PAD TO WITHSTAND HURRICANE FORCE WINDS. AS PER FBCM 301.12 COND. UNIT ISOMODE PAD 4" CONC. PAD ` 4" CONCRETE SLAB. TOP OF ISOMODE PAD (TYPICAL) SLAB. NOTE: CONDENSING UNITS TO BE INSTALLED ABOVE FLOOD LEVEL CRITERIA. NOTES'. (a) THIS DIMENSION IN INCHES MUST BE 1. ALLOW SUFFICIENT SPACE BELOW DRAIN EQUAL TO THE MAXIMUM FAN SUCTION PAN FOR TRAP. (NEGATIVE) STATIC PRESSURE IN INCHES WC 2. PITCH DRAIN FOR PROPER RUNOFF. (WITH DIRTY FILTERS, COILS, AND MAXIMUM 3, MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. AIRFLOW)+i"W.C. 4. SUPPORT LENGTHY DRAIN LINES TO (b) THIS DIMENSION IN INCHES MUST BE PREVENT SAG AND CONDENSATE OVERFLOW. EQUAL TO MIN. 1a OF THE (a) ABOVE. 16 A. HURRICANE DARD DETAIL STRAP MUST BE REVIEWED AND (�) EQUAL (a) + (b) +PIPE pIA. +INSULATION. 1/4"X2"SELF-DRILLING �THISITA SITE ADAPTED BY (E) TRAP SEAL SHALL BE 2" MIN. ON UNITS SHEET METAL SCREW CONTRACTOR PRIOR TO USE LARGER THAN 3 TONS SHALL 3" MIN. PER 31, X 21Y2" QUICK -BOLT FOR FINAL EQUIPMENT. B F.B.C.-46p6.7 WHERE APPLICABLE. EXPANSION ANCHOR. (TYPICAL OF 4 ONE PER SHALL BE I CORNER OF UNIT) BEPER SB.C.C-1102.4 WHEEAPPLICA. AI` e A/C UNIT CLEANOUT d (TYPICAL) PITCH VENT LINE PERFORATED CAP. 112" ABOVE BOTTOM OF DRAIN PAN DRAIN PAN PITCH DRAIN PIPE TO (b) MATCH DRAIN OUTLET SIZE. CONDENSING UNIT MOUNTING DETAIL NITS DRAW THROUGH UNIT CONDENSATE TRAP NTS 1 1/2" MIN. . STRAP HANGER DUCT FASTENERS MAY BE OMITTED IF HANGER LOOPS UNDER DUCT. FASTENER RIGID RECTANGULAR DUCT HANGER (TYP.) FLEXIBLE DUCT SAG NOT TO EXCEED 1/2" PER FOOT MAX. --- FLEX DUCT J MAINTAIN RADIUS OF BEND TO NOT LESS THAN ONE DUCT DIAMETER FLEX DUCT DUCTWORK SUPPORT DETAILS NTS 2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE AND 5-0" ON CENTER MAXIMUM ALLOWABLE LENGTH OF FLEX. DUCT 8' D" "L�ATION aTwrrH uBNI rN� RrBemlmourN 11FOR BARRIE1 oR snoernv Trva esea Morel EYE BOLT THRU CLAMP WRAPPED Anou REFRIG. AROUNDTRUSS LINES TRUSS EYEBOLTTHRU CLAMP WRAPPED swRom I AROUNDTRUSS 1Y2"RODS �y 1/2" RODS (TYP. OF 4) -- P. OF I I nR��e OR srRAV PFx s«AcrvA SUPPLY AHU aAIR DUCT RAETUN R DU ApeR =aacuaRoucr AT...."I IF I I e La lu [Reo sAcfi CEILING olFFusaR AHU SHALL CONDENSATE FLOAT UNITSTUTS (2) SWITCH TO CONTROL OVERFLOW TWILL L 3/4" CONDENSATE LINE AUU OMTOMATICALLY SHUT DOWN THEAC SYSTEM AUXILIARY DRAIN PAN TOP -TRAP oTH E DEVICE SHALL BE ATTACHED TO THE SECURED TO UNISTRUT ce wcs 11 SECONDARY DRAIN OUTLET ON THE AHU STAINLESS STEEL TYPICAL DIFFUSER DETAIL NTS AIR HANGING UNIT INSTALLATION DETAILS NTS Signature can only be verified and validated with electronic copy of documents. EQUIPMENT SCHEDULE CU NUMBER CU-1 NOMINALTONNAGE 3ton(s) C MODEL RP1636AJ2N z SEER/EER/HSPF 16.0/13.OT- CAPACITY TOTAUSENS. 28120017,700 'Z STAGES Two -Stage 0 RLA - LRA 17.0- 83.0 Z W In Z 0 Voltage Phase MCA/MOP 208/230 460 IX Single Three JAI 25/40 v WEIGHT 199 AHU NUMBER AHU-1 AHU-MODEL RH2V3621MTANJA STATIC PRESSURE 0.60 REFRIGERANT R-41 OA LOCATION West of Garage CFM 1,200 FAN MOTOR HP-FLA 314-4.0 LU ELECTRIC HEATER Voltage Phase kW Model Number MCAIMOP 2081XI 230 Xj460 Single. Three 7.2 (208V) - 9.6 (230V) RXBH-1724?10J 49/50 208V - 56/60 230V Z DIMENSIONS H X W x D 50-3/4 x 21-1/4 x 21-3/4 4i WEIGHT 126 of REF LINES SIZES NOTES: (Rheem) 314,718 AHRI #: 201689893 GRILLE SCHEDULE Titus Series 250 Size Velocity FPM 400 500 6 x 4 CFM 50 60 Throw (ft) 2-`Nay 1-way 13 12 16 15 6 x 6 CFM 80 N/A Throw (ft) 4-way 3-way 2-way 1 -way 13 N/A 14 N/A 15 N/A 18 N/A 8x6 CFM N/A Throw (ft) 4-way 3-way 2-way 1-way N/A N/A N/A [144 N/A 10x6 8x8 CFM N/A Throw (ft) 4-`Nay 3-way 2-way 1-way N/A N/A N/A 17 N/A 12 x 12 CFM Throw (ft) 4-way 3-way 2-way 1-way GIN -fir' 'Wears the missing place' PO Box 882032 Port Saint Lucie, FL 34988 Phone:772-882-5700 www.ProCalcs.Net tom@procalcs.net License CAC1815254 �'No. Revision/Issue Date, 1 Issue 11/18/2020 For: Point West Engineering PO Box 360035 Tampa, FL, 33673 Drawn By: Sheet AAG Checked By: TP Dater 11/18/2020 Scale: As Shown U I III 1. 9#iFAaA'AI AIIH9llR99lRfglliA1111 A`S: II.I.L. , I I A o � Q s > 3 _ W Uj _WZaw Ho:V C] a 0 in ►- Lj LLJ L> Q W QZm 0 W V=WOp�W�N •0 POINT ~ wtH W-1-WEST O+ T-jz� R d Pereyr esi ence NGINEERING 1 5939 12th Street = u:z 771 P.O. BOX 360035 ='�� w Q v ,% , Zephyrhills FL 33542 TAMPA FL 33673-0035 -s�- o,..� PHONE: (813) 232-1997 ®''® call 0 � (727) 255-3658 FAX: (813) 232-1998 www.flackdesigns.com grover@flackdesigns.com �o U1 W GENERAL NOTES CODE INFO D RAW I N G LIST 1. CODES AND REFERENCES 6. WOOD FRAMING 1 COVER SHEET 1.1 FLORIDA BUILDING CODE - SIXTH EDITION (2017), RESIDENTIAL 6.1 DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE 2 FOUNDATION PLAN 1.2 AMERICAN CONCRETE INSTITUTE OF STRUCTURAL CONCRETE (ACI 318) MANUFACTURER'S ASSOCIATION. THIS PLAN IS DESIGNED FOR 1.3 AMERICAN CONCRETE INSTITUTE OF MASONRY STRUCTURES 6.2 ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3 FLOOR PLAN (ACI-530/1/ S 402 AND SPECIFICATIONS FOR MASONRY STRUCTURES) 6_3 FRAMING WALLS AND COLUMNS COMPLIANCE WITH THE "FLORIDA 4 ELEVATIONS AND ROOF PLAN m� (ACI 530 1/ASCE 6/TMS 602) 6.3.1 MINIMUM OF 3 PLY STUD COLUMNS TO BE INSTALLED AT BEAM OR GIRDER TRUSS BEARING IS 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS LOCATIONS. UNLESS NOTED OTHERWISE. c M I AND OTHER STRUCTURES (ASCE-7) 6.3.2 S.Y.P. #2 GRADE OR BETTER FASTEN PLYS TOGETHER USING 16d COMMON NAILS 6" O.C. AS BUILDING C DE6th EDITI N(2017)i� 5 ELEVATION TRUSS PLAN"o1.5 SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL EACH MEMBER IS APPLIED U.N.O. 6 ELECTRICAL PLAN m STEEL FOR BUILDINGS LATEST EDITION 6.3.3 4 PLY OR AND LARGER STUD COLUMNS SHALL BE FASTENED TOGETHER AS STATED ABOVE C S ,4 1.6 DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY PLUS CS16 COIL STRAPPING WRAPPED AROUND COLUMN WITH A 4" END CAP AT 16" O.C. OR 7 CONSTRUCTION DETAILS s 1/2" THRU BOLTS AT 24" O.C. THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION O p , Z x 1.7 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) LATEST 6.3.4 ALL FRAMING LUMBER SHALL BE #2 SPRUCE -PINE -FIR OR BETTER U.N.O. 8 CONSTRUCTION DETAILS a o � EDITION 6.3.5 INTERIOR LOAD BEARING (IF APPLICABLE) WALLS SPACED AT 16" OC AND LESS THAN 8'-0 IN H = 1.8 AMERICAN PLYWOOD ASSOCIATION DESIGN / CONSTRUCTION GUIDE. (APA) LATEST HEIGHT SHALL BE STUD GRADE, SPRUCE -PINE -FIR OR BETTER. EDITION 6.3.6 INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. PASCO COUNTY C� 6.3.7 INSTALL BLOCKING IN ALL WALL STUDS OVER V-0 @ MID -HEIGHT, AND SHEATHING 2. DESIGN CRITERIA JOINT. BRACE GABLE END WALLS AT 4'-0 O.C. AS SHOWN IN DRAWINGS 8 4 0 8 MILES 2.1 ROOF LOADING LIVE 20 PSF c@ 1.25 DURATION FACTOR 6_4 ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR 140 MPH W-- 30 PSF @ 1.33 DURATION FACTOR NATURAL DURABLE WOOD. DEAD 17 PSF FOR SHINGLE 6.5 PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH A CCA SALT TREATMENT IN LL WORK SHALL COMPLY WITH P�EVA�� 75 25 PSF FOR TILE ACCORDANCE WITH F.S. 11-W-571 AND BARE THE AMERICAN WOOD PRESERVES INSTITUTE CODES FLORIDA BUILDING CODES 301 H W 2.2 FLOOR LOADING LIVE 40 PSF @ 1.00 DURATION FACTOR EQUALITY MARK LP-2. NATIONAL ELECTRIC CODE, DEAD I5 PSF 6.6 SHEATHING A.P.A. RATED SHEATHING EXTERIOR GRADE. ALL ROOF SHEATHING TO BE INSTALLED AND THE CITY OF ZEPHYRHILLS a►r 2.3 BALCONY LOADING LIVE 60 PSF WITH ORDINANCES ice' DEAD 15 PSF PLY CLIPS (MAX. 24 O.C.) (SEE PLAN FOR SHEATHING THICKNESS) FOR ALL SHEATHING 2.4 FOR FLOORING MATERIALS HAVIER THAN 5 PSF, CONTACT ENGINEER FOR ATTACHMENT SEE TYPICAL NAILING SCHEDULES. RECOMMENDATIONS 6.6.1 ROOF: SHINGLE, 7/16" MIN. THICKNESS SUPPORTED OVER 24" MAX. SPAN TILE: 1/2" MIN. 52 THICKNESS SUPPORTED OVER 24" MAX. SPAN 14 2_5 WIND LOADING 6.6.2 WALL: 7/16" MIN. THICKNESS SUPPORTED OVER 24" MAX. SPAN g� SEE TABLE FOR CRITERIA 6.6.3 FLOOR: CARPET, VINYL, WOOD, REVIEW DAT DEAD MAXIMUM 10 PSF FOR SHINGLE V ETC. 3/4" T&G MIN. THICKNESS SUPPORTED OVER 24' MAX. CITY OF CT1 587 140 MPH 41 SPAN CERAMIC TILE, MARBLE: SEE MFG. RECCMMENDATIONS.R� 15 PSF FOR TILE 6.7 ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER ��'.. 3. SOIL CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE - GALVANIZED. 3_1 MINIMUM ALLOWABLE BEARING PRESSURE TO BE 2,000 PSF U.N.O. 6.8 ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE E 3.2 SECTION 1804.1.8 AREA UNDER FOUNDATION SLAB, TO 95 % COMPACTION ~ CO., USP, KC METAL, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE Ouo 00 3.3 THE FOUNDATION SYSTEM FOR THE ATTACHED PROJECT IS DESIGNED FOR A TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE 5 54 c � MINIMUM ALLOWABLE BEARING PRESSURE OF 2,000 PSF U.N.O. MANUFACTURER. m M 6.9 BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER HIB-91 N Ln RECOMMENDATIONS AND SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF 14 MPH Y Ln 4. CONCRETE SYSTEM U.N.O. N 4.1 OPERATION INSTALLATION AND PROCEDURE TO COMPLY WITH ACI STANDARDS 6.10 ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD �J N 4.2 CONCRETE & MINIMUM COMPRESSIVE STRENGTH OF 3000 psi AT 28 DAYS (U.N.O.) CONSTRUCTION. CNJ 4.3 REINFORCEMENT REBARS ASTM A615 GRADE 40 U.N.O. E `.. 4.4 WELD WIRE FABRIC (WWF ASTM A185) RETROFIT NOTES: on 4.5 LAP SPLICES AND HOOKS SEE TABLE. MISSING DOWELS: WHERE FOOTING DOWELS ARE PLACED INCORRECTLY OR MISTAKENLY ELIMINATED. REPLACE DOWEL AT PROPER LOCATION WJ GRADE 40 #5 BAR INSTALL IN SLAB Wj 5" MIN. EMBEDMENT, USE EPDXY BUILDING4_6 5" MAX. SLUMP GROUT. TABULATION 5 MASONRY MISSING TRUSS ANCHORS' TRUSSES WHICH ARE PLACED SUCH THAT AN EMBEDMENT ANCHOR IS MISPLACED 5.1 MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OR MISSING MAY BE FASTENED TO THE MASONRY BOND BEAM USING ONE SIMPSON KTSM16 W/ (4) 1/4N21/4" OF, "SPECIFICATION FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602), TITEN SCREWS AND 7-10 D NAILS IN TRUSS. MAS CAP IS 840 "PUBLISHED BY THE MASONRY SOCIETY, BOULDER, COLORADO: THE AMERICAN MISSING ANCHOR BOLTS AT BEARING WALL: CONCRETE INSTITUTE, FARMINGTON HILLS, MICHIGAN: AND THE AMERICAN SOCIATEY OF CIVIL ENGINEERS, RESTON, VIRGINIA: EXCEPT AS MODIFIED BY THE EXTERIOR BEARING WALL: REQUIREMENTS OF THESE CONTRACT DOCUMENTS. IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENT: 5.2 GENERAL SPECIFICATION FOR MASONRY STRUCTURES 5.2.1 TESTING OF FIELD MATERIALS FOR QUALITY CONTROL IS NOT REQUIRED BY 1.) 5/8"o x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 24" O.C. ENGINEER FOR THIS PROJECT. INTERIOR BEARING WALL: 5.2.2 COMPRESSIVE STRENGTH REQUIREMENT IS fm=1500 PSI IN ADDITION TO THE GENERAL PLACEMENT REQUIREMENT: 5.2.3 DETERMINATION OF COMPRESSIVE STRENGTH IS THE ALLOWABLE STRESS METHOD 5.2.4 UNIT STRENGTH METHOD IS NOT APPLICABLE 1.) 5/8"o x 6" EMBEDMENT SIMPSON TITEN HD ANCHORS SPACED A MAXIMUM OF 48" O.C. IF 5.2.5 QUALITY ASSURANCE IS NOT APPLICABLE RESISTING UPLIFTT LOADS OR 31/2" EMBEDMENT AT 48" O.C. IF RESISTING GRAVITY LOADS 5.3 PRODUCAR MATERIRTS 5.3.1 MORTAR MATERIALS SHALL BE TYPE M OR S GRAY MORTAR 5.3.2 MASONRY UNIT MATERIALS SHALL BE 1900 PSI MIN. CONCRETE MASONRY UNIT. 5.3.3 REINFORCEMENT, PRE -STRESSED TENDONS, AND METAL ACCESSORIES SHALL BE 40 KSI REBAR (MIN.). 5.3.4 WELDED WIRE FABRIC TO BE INSTALLED AS SPECIFIED ON PLAN SET. 5.3.5 STAINLESS STEEL IS NOT APPLICABLE. 5.3.6 COATING FOR CORROSION PROTECTION IS NOT APPLICABLE. 5.3.7 CORROSION PROTECTION FOR TENDONS IS NOT APPLICABLE. 5.3.8 PRE -STRESSING ANCHORAGE, COUPLERS, AND END BLOCKS ARE NOT APPLICABLE. 5.3.9 JOINT FILLERS ARE NOT APPLICABLE. 5.3.10 LINTELS TO BE BY CAST-CRETE UNLESS NOTED OTHERWISE. 5.4 EXECUTION 5.4.1 PIPES AND CONDUITS ARE NOT APPLICABLE. 5.4.2 ACCESSORIES ARE NOT APPLICABLE. 5.4.3 EXPANSION AND CONTROL JOINTS SHALL BE AS INDICATED IN PLAN SET. LIVING AREA 11bbb S.F. GARAGE AREA 389 SA F■ ENTRY AREA 39 S.F. CD U N +., Ln -� C M LL N � r4 M A f TOTAL SQ. F7. 11983 S.F. NOTE: AI 145 VERTICAL REFER TO APPENDIX "E" OF THE FBC 6th EDITION (2017) AND COMPLY WITH ALL "PASSIVE RADON WHILE THESE PLANS HAVE BEEN THESE PLANS ARE THE PROPERTY IN FILLECELL DATE SHEET NAME SHEET OF THE NAMED OWNER, ANY OCt 7 2020 COV2T RESISTANCE NEW RESIDENTIAL BUILDING CONSTRUCTION" CHECKED FOR ACCURACY, IT IS THE REPRODUCTION WITHOUT WRITTEN A, 245 VERTICALS BUILDERS RESPONSIBILITY TO VERIFY IN FILLED CELL AUTHORITY IS EXPRESSLY ALL DIMENSIONS IN THE FIELD... DRAWN BY CALE DO NOT SCALE THESE PLANS FORBIDDEN, AND MAY RESULT IN SHEAR RESISTANT COPYRIGHT INFRINGEMENTS. COMPONETS GCF 139 M.P.H. WIND ZONE THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE IN ACCORDANCE WITH SECTION 1609 OF THE FLORIDA BUILDING CODE 6th EDITION (2017). STRUCTURES LOCATED IN A DEBRIS BORN AREA REQUIRES IMPACT GLASS OR SHUTTERS. ALL EXTERIOR WINDOWS AND GLASS DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARD AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL GARAGE DOORS SHALL HAVE MINIMUM DESIGN PRESSURES OF +18.5 /-21 PSF COMPONENTS AND CLADDING WIND LOADS FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 30 FEET. WIND EXPOSURE B RISK CATEGORY II INTERNAL PRESSURE COEF. (GCPI) +/- 0.18 (ENCLOSED) WIND SPEED V "" 139 MPH (3 SEC GUST) WIND SPEED Vasd 108 MPH EXPOSURE ADJUSTMENT FACTOR 1.00 ROOF SLOPE: 0-27 DEGREES MEAN ROOF HEIGHT: 30' AREA A IS 2.5 FT MINIMUM SQFT ROOF COMPONENTS WALL COMPONENTS ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 10 12.2/-19 12.2/-33 12.21-49 21.2/-22 21.2/-28 20 11.1 / -18 11.1 / -31 11.1 / -46 20.2 / -22 20.2 / -22 SO 10/-18 10/-27 10/-42 19/-20 19/-20 100 10/-17 10/-24 10/-39 18/-33.0 18/-19 500 15.8/-17 15.8/-17 CONC. FTG. W/ (2) #5 ROD CONTINUOUS gL FINISH FLOOR "' 00 z n d M GRADE 'I - z_ o ii d °D g G z u f 01 OL FINISH FLOOR 0'-0" FOOTING DETAILS CONC. FTG. 1 #5 ROD CON 00 1 /211 = 1 1-0I1 AGITATE CONCRETE DURING POUR TO ELIMINATE HONEY COMB FACE WHEN FORMS ARE REMOVED FINISHED CONCRETE FLOOR 4" MINIMUM AT / 3000 PSI TO RECEIVE TROWEL FINISH 12s1" , 6" , SEE PLANS FOR SPECIFICATIONS 6" '5� , ' 1.4W x 1.4W 6x6 WIRE MESH _ ----- OR FIBER MESH IN MIX a ----------------------------- ----- (1) #5 STEEL ROD (CON'T.) UNDISTURBED SOIL OR PROPERLY COMPACTED FILL. SOIL TO BE TREATED AGAINST TERMITES. SOIL TO BE FREE OF ALL ORGANIC MATTER. SEE GENERAL NOTES. SHOWER RECESS DETAIL 1/21 1 = i'-Qn CONC. FTG, W/ 11" 0 CONC. (2) #5 CONTIN 8"x8" CONC. FTG. 24"x24" CON( W/ (1) #5 ROD FTG. W/ (3) CONTINUOUS ROD EA. WAY Iz- 0 o 8" 2'-Ott PLAN VIEW REMOVE ALL WOOD FROM POUR AND FILL ANY HOLES WITH CONCRETE. 6 MIL VAPOR SHIELD (1) #5 STEEL ROD (CON'T.) FOUNDATION NOTES: 1. ALL CONSTRUCTION JOINTS, PENETRATIONS, CRACKS, AND OTHER CONNECTIONS SHALL BE SEALED AS PER APPENDIX "F" OF THE FLORIDA BUILDING CODE 6th EDITION (2017) 2. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 3. ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 12" BELOW FINISH GRADE TO BOTTOM OF FOOTING 39'-8" 13'-7" 12'-0" (CONCRETE SLAB) 4'-6" 3'-10" 3'-6" ZY-1 3'-5" 5'-2" 4'-2" ------- I f mm I I g 7 7 ' I o U ( 1 I I pp Z 0 8'-2" , 6 , 1 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ----------------------------------------------------- ----------------------------------------- RECESS IN SLAB FOR SLIDING h GLASS DOOR (PER MFG SPECS) r` 1 ' ' 1 I i t 1 ■ ■ 1 r 1 I , o 4" CONCRETE SLAB ON GRADE W/ FIBER MESH OR 6x6 10/10 WWM i (AT CONTRACTORS OPTION) OVER 6 t t MIL VISQUEEN LAPPED AND TAPED 1 ■ W/ 2" WIDE PRESSURE SENSITIVE i ■ i VINYL AT 12" AT JOINTS, ON WELL ' o COMPACTED TERMITE TREATED R i GRANULAR FILLgL ■ FINISH FLOOR i 0'-0" i 0_ i I N2'-4'-2" 10'-3" 9'-1" 14'-0" � R � I I I 1 t � 4" SHOWER RECESS r 00 i W/ THICKENED EDGES i ■ t a o 0 5'--4' N ----------------O ■ I ------ li m I t I II i O N t p I a m r=== _�----i - R °i 1 t1 r----- 3t-�R r I PROVIDE C/W ACCESS I ■ E 00 FOR FUTURE ICE MAKER C i i i o> "vs f I g'-0" r i ■ 1 R N 6'-8" i� �------------------- --------------------- rn --� I 1 -' o00 N ■ i 12'-8" { 3'-8" 3'-10" i t 18,-0" t Z 1 f °° 6-YI t 0° IV — I 4 t 0tt UNDER SLAB I 00PROVIDE I d I H DRAIN FOR W i / j mj I I I i I 7 ■ W 1 00 I 4" CONCRETE SLAB ON GRADE W/ ' - FIBER MESH OR 6x6 10/10 WWM L U-' `° i (AT CONTRACTORS OPTION) OVER 6 ■ ■ ■ ■ ■ +� I MIL VISQUEEN LAPPED AND TAPED I R 1 W/ 2" WIDE PRESSURE SENSITIVE i o 1CO VINYL AT 12" AT JOINTS, ON WELL ' 1 COMPACTED TERMITE TREATED 1 N GRANULAR FILL ap ■ i 1 ' tgL FINISH FLOOR I -0'-4" ■ o b04 ao ! RECESS IN SLAB FOR OVERHEAD Z i _ DOOR (PER MFG SPECS) i 2 _._________________________ 3'-8" 1 5'-2" ( 3'-10" 12'-8" 8'-4" 1 39'-8" '-4 wul 16,-0" 18'-8" '-4 THESE PLANS ARE THE PROPERTY L---mp--NR-- w 3 0 = � W w -wZo w Q 0 J _ CL C N wQZM w o �Wmo� w~�� o _ LUo =wow CS \\\\ Il► U- .. '� `{ LU �~cd UJ :3 .s ° { �" co U IC N 4'j L M .� M LJL r-r — Ch M � � N SHEET SHEET NAME j[2 Foundation Plan I L ., 1/4 = 1-0 �� ulauu I uiyr � r ,1I. 1 1 1 e I I' D/W SINK KITCHEN "A" • � I • i II � 1 • r r HALL BATH "E" ■ 0 i+) r � r MASTER BATHROOM "D" • I 111311 RANGE KITCHEN LAUNDRY ROOM "F" 0 cc TYPICAL ARCHED OPENING INTERIOR ELEVATIONS 1. INTERIOR ELEVATIONS ARE DIAGRAMMATIC IN NATURE AND ARE PROVIDED FOR ILLUSTRATION PURPOSES ONLY, 1/4" = 11 -0„ VERIFY ALL CABINET SIZES, HEIGHTS, LOCATIONS, AND COLOR WITH BUILDER PRIOR TO COMMENCEMENT. 2. MEDICINE CABINET ROUGH OPENING TO BE 10Y4"04Y4" ROUGH OPENING. BOTTOM AT 47" ABOVE FINISH FLOOR AND 4" FROM CORNER. FLOOR PLAN NOTES: 1. BUILDER TO CONFIRM ALL WINDOW AND DOOR OPENINGS WITH MANUFACTURER. WINDOW AND DOOR INSTALLATION TO BE PER MANUFACTURERS SPECIFICATIONS. 2. PROVIDE BATHROOM HARDWARE AS SPECIFIED IN BUILDER SPECS 3. PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 4. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. 5. MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. BUILDING THIS MAY BE ACCOMPLISHED BY DESIGN OR BY APPLICATION OF SECTION 301.13.1 6. GROUND -MOUNTED UNITS'FOR R3 RESIDENTIAL APPLICATIONS MAY BE ANCHORED WITH #14 SCREWS WITH GASKET WASHERS ACCORDING TO THE FOLLOWING: A. FOR UNITS WITH SIDES LESS THAN 12 INCHES, ONE SCREW SHALL BE USED AT EACH SIDE OF THE UNIT. B. FOR UNITS BETWEEN 12 AND 24 INCHES, TWO SCREWS SHALL BE USED PER SIDE. C. FOR UNITES BETWEEN 24 AND 36 INCHES, THREE SCREWS SHALL BE USED PER SIDE D. CORROSION PROTECTION: BUILDINGS LOCATED WITHIN 3,000 IFEET OF THE OCEAN SHOULD UTILIZE NONFERROUS METAL, STAINLESS STEEL OR STEEL WITH MINIMUM G-90 HOT -DIP GALVANIZED COATING FOR EQUIPMENT STANDS AND ANCHORS AND STAINLESS STEEL SCREWS. E. STRAPPING: JOB SITE STRENGTHENING FAN COWLINGS AND VENT HOODS IS RECOMMENDED. TWO OR FOUR STAINLESS STEEL CABLES ARE RECOMMENDED, DEPENDING ON DESIGN WIND CONDITIONS. ALTERNATIVELY, ADDITIONAL. HEAVY STRAPS CAN BE SCREWED TO THE COWLING AND CURB. 39'-8" 13'-7" 12'-0" (OPTIONAL CONCRETE SLAB) 14'-1" 4'-10" 3'-2" 5'-7" 1'-11'" 8'-2" 1'-11" 5'-1" 4'-6" 4'-6" m V) w tD r O � U Z l 0 00 0 4'-2" 1'-5" o SH-25 EGRESS T.O.W. 0- HDR 0 6'-8" 8 -0e. o I PC3 I He 2668. BEDROOM 4 W-O" FLAT CLG 0 .- N 1 1'-2" 5'-5" 5'-9" ti = BF ---- -- -- ------------- 3068 BF I cq N CO I = m ®a BEDROOM 3 V) w IX 8'-0" FLAT CLG _— 11 '-2" 7'-7" 3'-7" r Ln 0 l 00 rD 00 w w N fi L i — LAV = N m 3 L--- ----- wl Iz 00 �, ci� o �I Iw �mw o D 4 00 m N --- R/S --- W/C bo l = 3068 N BF cn N 4'-1" 3'-6" 3'-7" N 11'-2" BEDROOM 2 8'-0" FLAT CLG ao I 0 1'-8" 1 2'-5" 4'-1" SH-35 EGRESS HDR 0 6'-8" PC4 4'-6" 12'-8" OPTIONAL CONCRETE SLAB 1'-0" 4'-1" SH-35 EGRESS 8080 SGD 8 O'er HDR ® 6'-8" PC4 PC3 T.D.W. 9'-4" FAMILY ROOM 9'-4" FLAT CLG 14'-9" I N N DINING F '-11 FLAT T.O.W. 9'-4" - WIIZ 2868 �IIW cello ------ i -� I 11'-1" F_ t MASTER SUITE TRAY CLG l I I I 12'-5" `° I o I 2'-4" I 4'-4" 3'-6" I2'-3" I m —l- r = ®a 0M N --- �- 9 00tL LL - -- - 10 l O m00 ( i N N l 4'-7" 2'-6" 3'-6" 6'-6" i 4'-4" -9 a tl \ I 00 O L- = 1 ARCHED io i N m i g OPENING I 1 - -- ----- --- D 00 '- R/S LOU -1 I ------- ------- --- --- ---- -- U w O M I OEA VWwI I ID/Woo I -----I ---- i i TIL = w SINK 42" HIGH TOP i a .� O WEIR w AOL OVER HALF WALLI 11 JI r Ir— Lu KITCHEN z - --16" WALL r____ WII0 N T-4" FLAT CLG WASHER 1 1 in vllw ¢I lao 04 I i I I SPACE I1I DRYER I I ISPACE i I L --- JL--- -I i UTILITY 9'-4" FLAT CL 4' 7" 14'-4" '-6 5'-9" 0 � o SH-25 HDR @ 6'-8" F i 00 (D 00 LAUN =w co I o- ® a "0 PC3 2668 in N SINK V2 I r-------- --I I '-4" 3'-2" 8" WATER I HEATER o w (a I SUSPEND I I l '-2 HANDLER i__jof 00 0 ENTRY 8'-4" FLAT CLG w o W Z W l Q �-1- a - I RECESS A/H INTO I l I ~ A/C — - - — - - z = w z BOTTOM CHORD OF w 0 W = 0 1 ROOF TRUSSES I Z (2) 2"x12 jcW x�l oma Q I I I }7 W �------------------J O O a- V) F- V) N in 5'-2" 7'-0" 5'-2$' x o w W mW F- 0 Z ATTIC ACCESS I i Z Z 54" X 22" a o w a0 L-----------J w 00 GARAGE Q m DECORATIVE COLUMN. o o g SEE SHEET 4 FOR 8'-4" FLAT CLG z N DETAILS - r o 2'-5" 1'-8" `I U = z Lvj)U N TYP "X" GYPSUM BOARD ON oL) W L CEILING FOR DWELLING/GARAGE Q ow z SEPARATION PER R302.6 U D z a U W 4'-1" 8'-4" '-4 39'-8" 16070 OHGD PC4 1 6'-0" 18'-8" '-4 F_ s j 3 � 2CZ'�-ww -wzo w F- IM Q am. F-��z w V O � .: w vwmo—, a: z0 w o0 =ow Cl U- .. in 00 _ow p . i v/ '. z w� a �o U. 00 w O a n M � O w oaf a�xPro i i� E-I W L N e"L R OD (TZ, _l Ln 00 1 THESE !PLANS ARE THE PROPERTY ■ 145 VERTICAL DATE SHEET NAME SHEET WHILE THESE PLANS HAVE BEEN OF NAMED OWNER, ANY IN FILLED CELL 0Ct -7 2a20 Floor CHECKED FOR ACCURACY, IT IS THE 2_#5 VERTICALS REPRODUUCC TION WITHOUT WRITTEN A BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY IN FILLED CELL Jj ALL DIMENSIONS IN THE FIELD... m - DRAWN BY SCALE DO NOT SCALE THESE PLANS FORBIDDEN, AND MAY RESULT IN SHEAR RESISTANT COPYRIGHT INFRINGEMENTS. COMPONE S GCF 1/4" = 1'-0" c I u --------------- I I I I I I I I I t I I I I I I t I I I I 1 I I I I I I 1 I I i I f I I LLI I 1 I p I I I I � I I p I I w I I Z I � t > I I I I I I I I I I I I I I I I r i I = I I I i I 1 I I I I i I I � � I I I I I I I 1 --G--------- -r----- I t I I w I I I I I t Ca I I I p I L I i z 7'-4" I uj I > I '-B 2'-8' 1'-4" ' I I I I I I I I I ----------t -------- --� c r 13'-4" » At �n r a f o �♦ ,,» ROOF PLAN SHINGLES 1/$11 = 11-011 11 SHINGLES GROSS AREA OF ROOF 2,232 SQUARE FEET GROSS AREA OF VENTED SOFFIT 250 SQUARE FEET NET AREA OF VENTED SOFFIT 175 SQUARE FEET (70%) 1/150 OF GROSS ROOF AREA 15 SQUARE FEET 1/300 OF GROSS ROOF AREA 7.5 SQUARE FEET REQUIRED RIDGE & OFF RIDGE VENTS (TOTAL AREA) 3.75 SQUARE FEET TOTAL FLORIDA BUILDING CODE 6th EDITION (2017) FOR GABLED AND HIPPED ROOFS, VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH SEPARATE ATTIC SPACE WITH WEATHER PROTECTED VENTS. ALL VENTS SHALL BE SCREENED TO PROTECT THE INTERIOR FROM INTRUSION OF BIRDS. THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150. THAT AREA MAY BE REDUCED TO 1/300 PROVIDED: 1. A VAPOR RETARDER HAVING A PERMEANCE NOT EXCEEDING ONE PERM IS INSTALLED ON THE WARM SIDE OF THE CEILING 2. AT LEAST 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED (AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS.) 2'-O" ;•� DECORATIVE TROWEL ON OD 4" BANDING, TYP I CEMENT TEXTURE TO BE "to _.� 1 0 0 USED ONLY OVER CULTURED STONE, TYP C.M.U. WALL RIGHT ELEVATION 1/811 = 11-011 GABLES & WOOD FRAME WALLS TO BE %" STUCCO OVER PAPER BACK WIRE LATH OVER SECOND LAYER DRY -IN OVER EXTERIOR GRADE PLY WOOD BEARING POINT FINISH FLOOR 0 -0 12 5 TRANSITION JOINT i REAR ELEVATION GABLES & WOOD FRAME WALLS TO BE 7/8n STUCCO OVER PAPER BACK WIRE LATH OVER EXTERIOR GRADE PLY WOOD TRANSITION JOINT Ad-, BEARING POINT DECORATIVE TROWEL ON CEMENT TEXTURE TO BE USED ONLY OVER C.M.U. WALL 4" BANDING, TYP 4" BANDING, TYP CULTURED STONE, TYP -� j1 FINISH FLOOR 0'-0" FRONT ELEVATION 12 5 1/41 1 = 11 -0" SHINGLES SHINGLES s w uj uj I— o U a a c N, � uj m uj = U ^ _ WQZmO w U w m p w~d00 J W LLj t= = W p w w GGJJ li LL ; Z 77 ' aw GABLES & WOOD FRAME WALLS TO BE 7/8" STUCCO OVER PAPER BACK WIRE LATH OVER EXTERIOR GRADE PLY WOOD TRANSITION JOINT ELEVATIONS WITH SHINGLES NOTES 1. DIMENSIONAL SHINGLES, THE ATTACHMENT OF ASPHALT SHINGLES ON THIS PROJECT MUST BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 6th EDITION (2017) 2. ROOF VENTS PER CODE, 3° BUILDER TO CONFIRM ALL WINDOW AND DOOR OPENINGS WITH MANUFACTURER. WINDOW AND DOOR INSTALLATION TO BE PER MANUFACTURERS SPECIFICATIONS. 4. DECORATIVE TROWEL ON CEMENT TEXTURE TO BE USED ONLY OVER C.M.U. WALL S. GABLES & WOOD FRAME WALLS TO BE 7/8" STUCCO OVER PAPER BACK WIRE LATH OVER SECOND LAYER DRY -IN OVER EXTERIOR GRADE PLY WOOD 6. TRANSITION JOINT BETWEEN DECORATIVE TROWEL ON CEMENT TEXTURE & STUCCO SHINGLES BEARING POINT DECORATIVE TROWEL ON x N ® DECORATIVE TROWEL ON 0 CEMENT TEXTURE TO BE USED 00 '� CEMENT TEXTURE TO BE 2' ;n I ONLY OVER C.M.U. WALL I ;ry USED ONLY OVER y C.M.U. WALL j> FINISH FLOOR LEFT ELEVATION 4" BANDING, TYP CULTURED STONE, TYP 1/81, = if -Oil 1/$'1 _ 11-011 THESE PLANS ARE THE PROPERTY ■ 145 VERTICAL DATE WHILE THESE PLANS HAVE BEEN THE OF THE NAMED OWNER, ANY IN FILLED CELL Oct 7, 2020 CHECKED FOR ACCURACY, IT IS REPRODUCTION WITHOUT WRITTEN A 245 VERTICALS BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY IN FILLED CELL DRAWN BY ALL DIMENSIONS IN THE FIELD... FORBIDDEN, AND MAY T IN DO NOT SCALE THESE PLANS COPYRIGHT INFRINGEEMENMEN TS. SHEAR RESISTANT GCF COMPONEIS 1/4ri = 1-011 N U (D Ln M •U) (/) LW L rNi — cu .0 N Ln L N SHEET 51 .� u:� s : �u.. .:.._ ���u'.uui� ::uud....-.uae�aif.. ..�.iu. ._ _,.... �,.�..—. .�-.....—... _ _ __ _ _ __ _ _ LI _ l•� I dlWYL,LM:WIWiI�dl:a_tl.A._ lauu�u e�.:�1d�:, lItJLYi INIY�4LI�W.Y,�h�r�p'r - Uli IIJLua �, _ tl. CONNEC TOR SCfHED UL E UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S Y.P.) UNLESS NOTED OTHERWISE SIMPSON USP ID OTY. CONNECTOR UPLIFT FASTENERS CONNECTOR UPLIFT TTASTENERS Tf 1 MTSM16,20 840 1(7) xo % �4Tfen 72 1 META18,20,36 1500 14 10d x 1 1 2' HTA18-20 1500 13 10d x 1 1 ' 73 1 MSTAM24 1370 1(14) x� % `5) NIA T4 1 LT720B 1750 (10) 16d LTS208 1910 10 16d T5 1 LTA1 1765 (12) 10d x 1 112' N/A 76 1 HETA20 1890 (16) 10d x 1 112' HM20 1890 16 10d x 1 112* 77 1 HTT16 4175 (1) 5/6' AT.R.- (18) f8d H7776 4290 (1) 518' AT.R.- (18) f6d 78 1 MGT 3965 (22) 10d & 5/8' AT.R.# NIA T9 1 MT7288 4455 (1) 51r AT.R.- w/(24) 16d M7S278 4635 24 16d T 10 1 HT722 5260 (1) 518' A. T.R. - w/ (32) 16d Smers HT722 5370 (1) 518" A. T.R. ** w/ (32) 16d Sinkers T11 1 11GT--2 (2ply member) 8665 (2) 314' ATR. - wf(8) 10d HUGT2 (2ply member) 9505 2) 3/4' AT.R.- w/(8) 10d 712 1 HGT-3 (3ply member) 9685 (2) 314' AT.R.** w1f8) 10d HGT-3 (3ply member) 9770 2) 3/4' ATR.- w/(8) 10d 773 1 H10 990 8 8d x 1 1 ' RT16 1030 8 8d x 1 112' T14 1 MTS12 1000 (14) 10d 1 1/2' or 10d MT072 1195 (14) 10d 1 112' or 10d 775 1 LSTA18 1265 (14) 10d LSTA18 1270 (14) 10d T16 1 HTS20 1450 (24) 10d 1 1/2" or (20) 10d HTW20 1530 (24) 10d 1 112' or (20) 1Od T17 1 LSTA30 1715 (22) 10d LSTA30 1740 (22) 10d T18 2 M7518 2000 (28)10d 1 112' or 10d M7Wi8 2390 (28) 10d 1 112' or rod T19 (2) HTS20 2900 (46) 10d 1 1/2" or (48) 10d HTS20 ,�0 (40) 10d 3' or (46) 10d 1 720 1 ST6224 2520 (28) 16d N/A 721 A) HTS20 4350 (72) 1O )1 fOd2- NIA 722 (4) HTS20 5800 (96) 10d 1 1/2" or (96) 10d N/A T23 1 LTA1 1250 (12) 10d x 1 112" WOOD TO MASONRY UPLIFT LESS THAN 1500,# USE SIMPSON META20 WOOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 w/ (8) 8d WOOD TO WOOD UPLIFT LESS THAN 1000# MORE THAN 45V REQUIRE MTS12 w 14-10d * CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE: ** DENOTES ALL THREAD ROD TO BE EMBEDDED 5" MIN. AND SECURED W/ SIMPSON SET EPDXY OR EQUAL. 12'-2" 14'-5" 13'-1 " T.O.W. 8'-0" T.O.W. 9'-4" T.O.W. 8'-0" mill mill mill �1110 mill 111N1 Mill �0,6�o STEP UP BOT14W CHORD OF 1\11 Ln! mill I I I N mill lo I mill IE-111 101021 Of 111ililIF STEP UP BOTTOM CHORD OF !low Nil Lo E3 mill W mill MONL III mill i�SIMI mill oilCCESS T2 T2 T2 T2 T2 T2 T2 T2 T2 CONNECTOR NOTES: UNLESS NOTED OTHERWISE, ALL MASONRY TO TRUSS CONNECTIONS SHALL BE SIMPSON META16 OR EQUAL. ALL FRAME TO TRUSS CONNECTIONS SHALL BE SIMPSON HTS20+2-16d COMM.. TOENAILS MIN. CONNECTOR DESIGNATIONS REFER TO THE CONNECTOR SCHEDULE ON TRUSS SHEETS IF CONTRACTOR REQUIRES CLARIFICATION OF ANY ITEM OR COMPONEMT. THEY SHALL REQUEST CLARIFICATION IN WRITING BEFORE INSTALLING ITEM IN QUESTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ITEMS INSTALLED INCORRECTLY. TRUSS PLAN NOTE: 1. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL. CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. 2. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 3. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATED ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 4. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS. ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. 5. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. BOTTOM CHORD BEARING crnn�r -rvnr Tnu.r. WHILE THESE PLANS HAVE BEEN THESE PLANS ARE THE PROPERTY OF THE NAMED OWNER, ANY ■ 145 VERTICAL IN FILLED CELL DATE OCt -1 ZQ�� CHECKED FOR ACCURACY, IT IS THE REPRODUCTION WITHOUT WRITTEN A 245 VERTICALS r BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY IN FILLED CELL ALL DIMENSIONS IN THE FIELD... ----0 DRAWN BY DO NOT SCALE THESE PLANS FORBIDDEN, AND MAY RESULT IN SHEAR RESISTANT GCF COPYRIGHT INFRINGEMENTS. COMPONETS 0 3� J =Cz�ww Q -NC2d.)pG Z 1- O _j V aoFn M= u W<Zmo w Uwmo� >- z z LLI 0 m 1_ J O �o w� =Wow o aLL_ Z Q. - : w 0 . - 0. a O V) CC w r� 0 a Lo r G h M m m 6�7 m � m � w co EW w z Hcr, ZW�H-1 iEET NAME Truss SHEET Plan 5 ;ALE 1/4' = 1'-0" ELECTRICAL KEY i MA GFI - HOME RUN OUTLET IN GARAGE Q� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Gn WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET q? HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET F DUPLEX OUTLET IN FLOOR jr220 0 VOLT OUTLET 0 uc UNDER CABINET" OUTLET PLNT E DUPLEX OUTLET ON PLANT LEDGE WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH NO RHEOSTAT SWITCH tiEY KEY SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE ® LIGHT FIXTURE WITH PULL CHAIN ®CEILING F MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN ® RECESSED EYE BALL FIXTURE VoTm HOLLYWOOD STRIP LIGHT ® VAPOR PROOF LIGHT FIXTURE C} FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/UGHT COMBINATION ® OUTLET FOR GARAGE DOOR OPENER ® CHIMES (OPTIONAL) f • 1 PUSHBUTTON SWITCH COMBINATION SMOKE/CARBON MONOXIDE ALARM rMN TELEPHONE ® TELEVISION ® A/C THERMOSTAT CONTROLS ® VENTILATOR CONTROLS ELECTRIC METER �o ® ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER © REINFORCED JUNCTION BOX BELL BELL ® FIBER OPTICS OUTLET SOFFIT MNT. FLOOD LIGHT INMR com INTER-COM ® SECURITY SYSTEM KEYPAD o CEILING MNT FAN p17 CEILING MNT FAN/LIGHT ELECTRICAL LOAD CAL. (NATIONAL ELECTRICAL CODE EXAMPLE NO. 1(b)) JOB NAME: LOT NO: 1,555 SQFT @ 3 WATTS 4.97 KW TWO 20-1 AMP APPLIANCE @ 1500 WATTS 3.00 KW LAUNDRY CIRCUIT 1.50 KW RANGE 12.00 KW WATER HEATER 2.50 KW DISHWASHER 1.20 KW HEAT 9.00 KW DRYER 5.00 KW TOTAL 39.17 KW FIRST 10 KW @ 100% = 10.00 KW REMAINING @ 40% (29.17 x 0.40) = 11.67 KW CALCULATED LOAD FOR SERVICE SIZE = 21.67 KW 21666 WATTS DIVIDED BY 240V = 90.28 AMPS NOTES: ALL ELECTRICAL TO COMPLY WITH `NATIONAL ELECTRICAL CODE 2014 EDITION 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 2. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES 3. MASTER BATH STANDARD 36" HIGH VANITY, OUTLET TO BE 4" ABOVE VANITY TOP 4. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED DIRECT HOOK-UPS/CUTOFFS 5. HVAC CONTRACTOR TO VERIFY THERMOSTAT LOCATIONS 6. ALL ELECTRICAL AND MECHANICAL EQUIPMENT (I.E. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS 7. ELECTRICAL SMOKE DETECTORS TO BE IN COMPLIANCE WITH LOCAL BUILDING CODES 8. ALL SMOKE DETECTORS SHALL BE 110V INTERCONNECTED 9. ALL NON-GFCI OUTLETS ARE TO BE AFCI AND TAMPERED RESISTANT OUTLETS APPROVED METER SOCKET POWER CO. SUPPLIED METER 2 1 /2" EC FROM METER CAN TO 18" BELOW GRADE FOR SERVICE ENTRY, PER POWER COMPANY REQUIREMENTS. APPROVED 200 AMP, 120/240 VOLT 3 WIRE DISTRIBUTION PANEL... Dm 2" EMT # 4 THW CU. TO 3/4" C.W. PIPE & TO 5/8" REBAR DRIVEN TO A MINIMUM DEPTH OF 9'-0" BELOW GRADE... 3/4" C.W. LINE CLAMP 5/8" REBAR FASTEN TO SLAB REINFORCING AND RUN HORIZONTAL UNDER GRADE ELECTRICAL SERVICE SCHEMATIC 200 AMP SERVICE DUPLEX OUTLET AND SWITCHES OVER VANITY COUNTERTOPS OPTIONAL BACK SPLASH MOUNTING OF DUPLEX OUTLET � a FINISH FLOOR AND SWITCHES OVER KITCHEN COUNTERTOPS BACK SPLASH REFRIGERATOR OUTLET LL a It00 LL. a z o _ in -d- LIGHT SWITCH DUPLEX OUTLET TELEPHONE / TELEVISION = e JACK BASE BOARD THESE PLANS ARE THE PROPERTY a 145 VERTICAL WHILE THESE PLANS HAVE BEEN OF THE NAMED OWNER, ANY C IN PILLE ELL CHECKED FOR ACCURACY, IT IS THE REPRODUCTION WITHOUT WRITTEN 245 VERTICALS BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY IN FILLED CELL ALL DIMENSIONS IN THE FIELD... FORBIDDEN, AND MAY RESULT IN �.� DO NOT SCALE THESE PLANS COPYRIGHT INFRINGEMENTS. SHEAR MDnPJPNT DATE Oct 7, 2020 Q QI=—s w 3 cozaWW -v-)Zo z � © < uj uj d � N C+ m �U� .� �c w¢Zo C)wuj mo� LaP- o:: o W I U- zaw w —�Z� h _IJ.:a o:_ SHEET -' 6Bx SCALE -`- GCF 1/4" = 1'-0" APA RATED SHEATHING. 2x4 DIAGONAL ATTACHED SEE NAILING SCHEDULE W/(4) 10d NAILS O SEE NAILING (TABLE FOR ATTACHMENT. INTERSECTING BLOCKING SEE NAILING SCHEDULE TABLE { U.N.O. AND (1) SIMPSON LSTA12 SCHEDULE TABLE FOR ATTACHMENTS (1 / TO 2x8 VERTICAL BRACE FOR ATTACHMENTS SEE NAILING APA RATED SHEATHING. SCHEDULE TABLE SEE NAILING SCHEDULE FOR ATTACHMENTS TABLE FOR ATTACHMENT. ' U.N.O. I ' APA RATED SHEATHING. MAX PRE-ENGINEERED I F USSES TABLE OR ATTACHMENT.AC (1) SIMPSON SP1 OR 0 24" O.C. U.N.O. SP2 O EACH STUD TOP AND BOTTOM (1} SIMPSON LSTA12 OF WALL mm 2x BLOCKING 0 ALL / 2x6 S.Y.P. ATTACHED TO SEAMS, USE EDGE NAILING INTERSECTING 2x4 BLOCKING W/(5) 10d NAILS APA RATED (1) SIMPSON LTA1 48" O.C. SHEATHING. SEE NAILING ATTACHED TO BOTTOM SCHEDULE TABLE FOR CHORD OF GABLE ATTACHMENT. U.N.O. 2x4 LEDGER ATTACH W/(3) 1/2" CEILING GYM BD W/ 16d TOENAIL INTO EACH 5d COOLER NAILS 7' O.C. SIMPSON H4 INTERSECTING 2x STUDS OR EQUAL„ DIAPHRAGM 2x4, 24, OR 2x8 S.Y.P. AREA (4 BAY OR 8 ft I 2x4 BLOCKING ATTACHED W/ (2) 16d TOENAILS EACH END, UNO. CATHEDRAL 1/2' CEILING GYPSUM BD !PLAT OVER 7/16" NOMINAL APA APPROVED SHEATHING ATTACH SHEATHING W/ Bd NAILS 4" O.C. BOUNDARY, EDGES AND FIELD. 2x4 BLOCK (3) 10d NAILS EACH END '_PRE-ENGINEERED TRUSSES 0 24" O.C. _ SEE DETAIL A ON THIS SHEET (TYP) 1/2" CEILING GYM BD W/ 5d COOLER NAILS 7" O.C. -OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) NOTE: CROSS BRACING AND ALL BLOCKING TO BE REPEATED 48" O.C. TYP. #t2 0 16" O.C. SEE FLOOR FROM MASONRY WALL) 8" MASONRY WALL PLAN FOR SIZING OF STUDS W/(1) #5 REBAR/ FLAT OR CATHEDRAL CONT. IN KNOCKOUT 1/2" GYM BD --4L COURSE 1L BALLOON FRAME CABLE END GABLE END WITH FLAT CATHEDRAL WALLS o� r OF L GABLE ROOFS 0 < 10' n NOTE: a = 4 FEET IN ALL CASES HIP ROOFS HIP ROOFS 10' < 0 < 30' 10' < 0 < 30' FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES CONNEC TOR SCHED UL E UPLIFT CAPACITIES ARE BASED ON SOUTHERN YELLOW PINE (S Y.P.) UNLESS NOTED OTHERWISE SIMPSON USP !D QTY. CONNECTOR UPLIFT FASTENERS CONNECTOR UPLIFT FASTENERS T1 1 MTSM16,20 840 1%) x� % (4) en T2 1 META1820,36 1500 14 10d x 1 112' HTA18-20 1500 13 10d x 1 112' T3 1 MSTAM24 1370 1% ' x 2 1f4 rlten N/A T4 1 LTT20J8 1750 (JO) 16d LT52CB 1910 10 16d T5 1 LTA1 1765 (12) 10d x 1 1/2' N/A 76 1 HETA20 1890 (16) 10d x 1 1/2" HTA20 1890 16 10d x 1 1 2' 77 1 HTT16 4175 (1) 518' A.T.R.- (18) l6d HTT16 4290 (1) 5/8' A.TR.- (18) 16d 78 1 MGT 3965 (22) fAd & 518' A. T.R's N/A 79 T10 1 HTT22 5260 (1) 5/8' A. T.R. w/ (32) 16d Slickers HTT22 5370 (1) 5/8' A. T.R. ** w/ (32) 16d Sinkers 771 1 HGT-2 (2ply member) 8665 (2) 3/4' A.TR- w/(8) 10d HUGT2 (2ply member) 9505 2) 3/4' A. TA wj(8) 10d 172 1 HGT-3 (jWy member) 9685 (2) 3/4' A.T.R- w/(8) 10d HGT-3 (Joly member) 9770 2) 3/4' A.TR.+'* wj(8) 10d TI3 1 H10 990 8 8d x 1 112" R716 1030 8 8d x 1 112' 774 1 MTS30 1000 (14) lad 1 112' or lad MT#72 1195 (14) 10d 1 112' or 10d T15 1 LSTA18 1265 (14) 10d LSTA18 1270 (14) 10d T16 1 N1S20 145D (24) 10d 1 1/2" or (20) 10d HTW20 1530 (24) lod 1 1/2' or (20) fOd T17 1 LSTA30 1715 22 10d LSTA30 1740 22) 10d T18 2 M7518 2000 (28) tad 1 112' or 10d Mr 778 2390 (28) 10d1 112' or 10d 779 (2) HT520 2900 (46) 101d 1 1/2" or (48) 10d HTS20 3060 40 10d 3' or 48 10d 1 1/2' 720 1 ST6224 2520 (28) 16d N/A 121 (3) HTS20 4350 (72) 10d 1 1/2' or(72)10d N/A 722 (4) H7S20 5800 (�) lAd 1 1/2' ar (96) 10d N/A T23 WOOD TO MASONRY UPLIFT LESS THAN 1500# USE SIMPSON META20 WOOD TO WOOD UPLIFT LESS THAN 455# USE SIMPSON H5 w/ (8) 8d WOOD TO WOOD UPLIFT LESS THAN 1000# MORE THAN 455# REQUIRE MTS12 w/14-10d * CONC. 8" WIDE TIE -BEAM USING SIMPSON EPDXY -TIE: ** DENOTES ALL THREAD ROD TO BE EMBEDDED 5" MIN. AND SECURED W/ SIMPSON SET EPDXY OR EQUAL. GABLE ROOFS 0 < 10' GABLE ROOFS 10' < 0 < 45' 1'- MP APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48" D.C. (1) SIMPSON LTA1 48" O.C. ATTACHED TO BOTTOM - CHORD OF GABLE APA RATED SHEATHING. 2x4 DIAGONAL ATTACHED SEE NAILING SCHEDULE W/(4) 10d NAILS O TABLE FOR ATTACHMENT. %_INTERSECTING BLOCKING U.N.O. SEE NAILING SCHEDULE TABLE FOR ATTACHMENTS 1'• M TRUSSES APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. 2x4 LEDGE CONNECTED TO GABLE W/(4) 16d TOENAILS IN EACH VERTICAL ATTACH "L" BRACE TO LEDGER W(3) 10d NAILS 2x4 BLOCKING �1 /2" CEILING GYM BD W/ 2x4 BLOCK (3) 10d CATHEDRAL / 5d COOLER NAILS 7" O.C. (1) SIMPSON LTA1 48 O.C. NAILS EACH END SEE DETAIL A ATTACHED W/ OR EQUAL, DIAPHRAGM AREA ATTACHED TO BOTTOM ON THIS SHEET (2) 16d TOENAILS (4A SAY OR 8 ft FROM MASONRY CHORD OF GABLE 2x4 S.Y.P. STUDS 016" D.C. (TYP) EACH END, LINO. NOTE: CROSS BRACING /2" GYM BD FLAT OR CATHEDRAL AND ALL BLOCKING TO BE APA RATED SHEATHING. 2x4 DIAGONAL ATTACHED SEE NAILING SCHEDULE TABLE FOR ATTACHMENT NTTERSECTTI GAIBL';KING U.N.O. 0 24' O.C. PRE-ENGINEERED TRUSSES 0 24" O.C. SEE DETAIL A ON THIS SHEET (TYP) SON H1 2x4 BLOCKING 1/2' CEILING GYM BD W/ ATTACHED W/ 5d COOLER NAILS 7" O.C. 6END, ,UUNO. S GM EACH AREA (4 BAY OR 8 ft BLOCK BETWEEN STUDS FROM MASONRY WALL) 8" MASONRY WALL / REPEATED 48" O.C. TYP. 1/2 GYM BD W/(1) #5 REBARJ CONT. IN KNOCKOUT (1) SIMPSON SP1 OR COURSE 8' MASONRY WALL SP2 O EACH STUD W/(1) #5 REBAR 16d CONCRETE NOTE: CROSS BRACING TYP. MASONRY GABLE END CONT. IN KNOCKOUT CUT NAIL 6" O.C. AND ALL BLOCKING TO BE COURSE REPEATED 48" O.C. TYP. h --� I I I I I ( -----F -- -- 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 Q i I Q i 1 I I I I I I I I I I I I I I I h I I I I I I I I I I I I t I I I I I 1 I I I I I I I i I I I I a ®i ® fl ©i Q GABLE ROOFS 10' <0<45' FRAME/MASONRY GABLE END APA RATED SHEATHING. SEE NAILING 2x4 DIAGONAL ATTACHED SCHEDULE TABLE SEE NAILING SCHEDULE W/(4) tOd NAILS O NOTE: CROSS BRACING APA RATED SHEATHING. FOR ATTACHMENTS TABLE FOR ATTACHMENT. INTERSECTING BLOCKING AND ALL BLOCKING TO BE SEE NAILING SCHEDULE U.N.O. „ %TABLE FOR ATTACHMENT. REPEATED 48 O.C. TYP. I U.N.O. APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 EACH END OF 'L" BRACE 2x4, 2x6, OR 2x8 S.Y.P. #2 0 16' D.C. SEE FLOOR PLAN FOR SIZING OF STUDS 2x BLOCKING 0 ALL SHEATHING SEAMS, USE EDGE NAILING SCHEDULE. REQUIRED LAP SPLICE, EMBEDMENT, AND HOOKED REINFORCING STEEL INCHES GRADE 40 GRADE 60 BAR SIZE BEND DIAMETER LENGTH LAP SPLICE BENDLENG DIAMETER .H LAP SPLICE "A oc, "D' "AI D,JI Ic" /n" #3 1718 4114 7 15 2 1/4' 4114 9114 11/8 #4 2112 5518 9112 20 Jr 5518 12 112 24 #6 3 1/8 7 11 3/4 25 33140 7 1514 30 #6 3314 87116 14 30 4 1/2" 87116 181112 36 #7 4318 9 13/16 16112 35 5 1/4' 9 13/16 21314 42 #8 - - - - 8' 11.25 24 3j4 48 #9 - - - - 9' 12.66 28 54 #t0 - - - - 10 14.06 31 60 11' 15.46 341/4 66 REBAR LAP AND HOOK SCHEDULE DRILL & EPDXY MINIMUM EMBEDMENT 5" SIAAP.SnN .SFT 141G14 S7PFNGTN FPnYY EXISTING MASONRY SIMPSON SET HIGH STRENGTH EPDXY BOND BEAM TYP. RETROFIT VERT. DOWEL CONDITION 0 L SEE DETAIL A 1/2- CEILING GYM BD W/ ON THIS SHEET (TYP) 5d COOLER NAILS 7" O.C. SIMPSON H1 OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) FLAT OR CATHEDRAL TYP. FRAME WALL GABLE END NBRACING BRACING PER TRUSS ENGINEERING APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. DROPPED GABLE END FOR OUTRIGGER (1) SIMPSON LSTA12 STRAP 48" D.C. (1) SIMPSON LTA1 48" O.C. ATTACHED TO BOTTOM CHORD OF GABLE O 2 H APA RATED SHEATHING. 3 SEE NAILING SCHEDULE Q z7.1 TABLE FOR ATTACHMENT. Q M P U.N.O. — w z p = ui Lu U j Cr PRE-ENGINEERED TRUSSES w ¢ z m O 024"O.C. X UWmd� Q I j~dO 0 J - x0 w_�wI_uj � o SEE DETAIL A _ W Z W ON THIS SHEET (TYP) ,�j — `\\\111i11i11 WLL 0 2x4 BLOCKING 1/2" CEILING GYM BD Wj ` `V . •' • • • • • i ATTACHED W / 5d COOLER NAILS 7" O.C. % OR EQUAL, DIAPHRAGM AREA LL'; g •• EACH6END, U O. d TOENAILS (yy4ABAY OR 8 ft FROM MASONh �: U= h : Z W. 0 �•� /2" GYM BD FLAT OR CATHEDRAL 8" MASONRY WALL / W/(I)#5 REBAR J /� °°•° °• �O `� CONT. IN KNOCKOUT �j/ COURSE //,III111111 PRU W W NOTE: CROSS BRACING AND ALL BLOCKING TO BE a W REPEATED 48" O.C. TYP. W FOR GABLE SECTION LESS THAN 4'-0" HIGH xz �o SEE NAILING APA RATED SHEATHING. 41 SCHEDULE TABLE SEE NAILING SCHEDULE O FOR ATTACHMENTS �TABL FOR ATTACHMENT. a COMPRESSION WEB SLOPING 2'-6" MAX. FOR 2x4 S.Y.P42 - 9Y ` UI: MS AI IALHtU OUTRIGGERS 0 24" O.C. /() 16d TOENAILS -�-oR VERTICAL 3'-0' MAX. FOR 2x6 S.Y.P.#2 EACH END. UNO. OUTRIGGERS 0 24" O.C. SIMPSON H1 APA RATED SHEATHING. SEE NAILING SCHEDULE CONTINUOUS PERMANENT TABLE FOR ATTACHMENT. LATERAL BRACE (CLB) U.N.O. r PERMANENT DIAGONAL BRACE NAILED TO OPPOSITE SIDE OF A LT . OVERHAND DETAIL (OUTRIGGER) WEB TO PREVENT LATERAL MOVEMENT AND SHOULD BE REPEATED AT APPROXIMATELY 20' INTERVALS. `1/2" CEILING GYPSUM BD CLB BRACING @ 20' MAX INTERVALS NOTE. THREE OR MORE REPEATED IDEN77CAL TRUSSES SHALL HAVE DIAGONAL BRACES (AS REQUIRED BY SCSI) ' .i • t 1, #13-2-1/2" #4-2-1/2" #5=2-1/2" #6— 3" #7-3-1/2" STANDARD 90 HOOK STANDARD 180 HOOK LAP SPLICE 0 0 1 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHME�L U.N.O. ' PREFAB ROOF TRUSSES 0 24" O.C. 4'-0' 4'-0" 2x4 BLOCKING ATTACHED 1/2" CEILING GYM BD W/ W/(2) 16d TOENAILS 5d COOLER NAILS 7' D.C. EACH END, U.N.O. �OR EQUAL, DIAPHRAGM AREA (4 BAY OR 8 ft FROM MASONRY WALL) EMBEDDED CLB DIAGONAL BRACE AS REQUIRED — 2x4 BLOCKING ATTACHED W/(2) 16d TOENAILS (1) SIMPSON LSTA12 0 48" O.C. Aiii6 EACH END, U.N.O. INTO BOTTOM CHORD OF GABLE TRUSS AND 2x4 "L" BLOCKING 10d NAILS 6" O.C. CONNECTINGJ�n V BOTTOM CHORD OF GABLE TO 2x8 PT PLATE, CONT. x8 PT PLATE W/ 1/2.0 ANCHOR BOLTS 48' O.C. EMBED. MIN. OF 6" INTO 2500 p.s i. GROUTED 8" BOND BEAM /W (1) #5 CONT. ALT. MASONRY GABLE CONNECTION CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. 20'-0" 20'-0" C \-TOP AND BOTTOM CORD GABLE END. BRACING AT 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES NOTE: 1) SEE TRUSS MANUFACFACTURE'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED. 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. GABLE AND CLB BRACING DIAGRAM A MAY no A'-n" 1AIA1 APA RATED SHEATHING. SEE NAILING SCHEDULE TABLE FOR ATTACHMENT. U.N.O. (1) SIMPSON LSTA12 STRAP 48' O.C. (1) SIMPSON LTA1 48" O.C. TRUSS 2x4 BLOCKING (1) SIMPSON LSTA12 1/2" CEILING GYM BD W/ ATTACHED TO BOTTOM ATTACHED W/ {) OR PROVIDE 5d COOLER NAILS 7" O.C. BOTTOM 2x4 CONTINUOUS OR EQUAL, DIAPHRAGM AREA CHORD OF GABLE CHORD (2) 16d TOENAILS EACH END, LINO. ADJACENT WITHIN (4 BAY OR 8 ft FROM MASONRY \ 6" OF BLOCKING WALL) `1/2" GYM BD FLAT OR CATHEDRAL NOTE: CROSS BRACING 6" MASONRY WALL AND ALL BLOCKING TO BE W/(1) #15 REBAR " CONT, IN KNOCKOUT REPEATED 48 O.C. TYP. COURSE rA PA EXNDED BLOCKING INFORMATION DIAGRAM WHILE THESE PLANS HAVE BEEN THESE PLANS ARE THE PROPERTY OF THE NAMED OWNER, ANY ■ 145 VERTICAL IN FILLED CELL DATE OCt 7 2020 SHEET NAM' Construc CHECKED FOR ACCURACY, IT IS THE REPRODUCTION WITHOUT WRITTEN AL 245 VERTICALS IN FILLED CELL r BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY DRAWN BY CAL ALL DIMENSIONS IN THE FIELD... FORBIDDEN, AND MAY RESULT IN 0 m SHEAR RESISTANT DO NOT SCALE THESE PLANS COPYRIGHT INFRINGEMENTS. GCF NTS CoalpoNETs U � N N L`I Mrn N LLLL � � t ch L � � CL N L.1 SHEET 7 �.. �I ��u,IW11LLIWAIW .�...__^yuu.y:uuuw',yu/w.- _��e�.. __ _ _ _ — _ _ _ _ _ �� plllMW6�1➢IWI�rIf7.—•• 16YL .�WdY.k. -... YL. Y Wliugl.. /11/... li.Ll EDGES (SE. OF SHEATHI BLOCKING SEAM WALL, PANEL SHEATF CLIP FOR ROOFS TON AND GROOVE FOR FLO ON 16-24" PANELS DOUBLE PLYCLIP THE SIDE ADJACENT TO THE FULL WIDTH PANEL. NOT REQUIRED AT RIDGE OR HIP. AT 12" OR LESS USE LUMBER ONLY BLOCKING 2"x4" FLATWISE OR EDGEWISE ON BOTH PANEL EDGES. 10d COMMON MAY BE SUBSTITUTED FOR 8d NAILS AND SPACING SHALL BE TYPICAL. g a w w En SEE TABLE FOR lOd COMMON 4-16d COMMON ���� NAILING, SCHEDULEA'U�j AND SPLICE 2-16d COMMON / COMMONJAILING ES TOP ALL f TRUSS NAILING ANG ® 24" 1 OR NAILING OF ) TYPICAL NAILING SCHEDULE NAIL WEA THING BOUNDARY EDGE' FIELD ROOF 8d RING SHANK 7116' 3' 4" 6" WALL 8d COMMO➢V 7/16" J. 4' 6' FLOOR 10d COMMON ,i/4' T.G. 6' 6" 12' ALL SHEATHING APA APPROVED, EXTERIOR GRADE. FOR ROOF SHEATHING, USE 2" FULL HEAD RING 91MK TYP. NAILING SCHEDULES i 12 SEE ELEV. /2" GYP. BOARD CEIUN6�, lx2 PT NAILER - 1/2' DRYWALL - VERT. WALL REINF. — EMBED ACI STD. HOOK 6' IN BOND BM. #5 BAR SEE PLAN CURTAIN NAILER PT 1x8 AT TOP PT 1x4 AT SIDES OF WINDOWS & S.G.D.'S AMED WINDOW W/ SCREEN — APPLICABLE) SILL lx2 PT FIR STRIP 0 16' O.C. lx4 PT BASE NAILER WOOD BASE CONC. SLAB SEE PLAN FOR SLAB REINFORCEMENT FLOOR, ROOF, WALL PRE ENGINEERED WD TRUSS 0 2e O.C. / R-30 BLOWN INSULATION SIMPSON HETA16 ANCHOR 0 EACH TRUSS SEE TRUSS PLAN UNO FIBERGLASS SHINGLES ROOFING FELT APA 5/8' RATED SHEATHING W/ CLIPS ELEVATION VARIES _ TOP OF MASONRY METAL DRIP EDGE ALUMINUM FACIA 2x SUB -FACIA SEE VENTED SOFFIT 8'x8' K.O. CMU BOND BM. ELEV. w/ 1 - 15 BAR CONT. (MIN LAP = 25') GROUT CELLS SOLID 8'x8' PRECAST CONCRETE LINTEL AT WINDOW OPENINGS (PC4 UNO) THIN FLUSH SILL (PRECAST) #5 BAR VERT. WALL REINF. CONT. TO BOND BEAM. EMBED ACI STD. HOOK 6" IN BOND BEAM. GROUT CELLS SOLID. -,--8'xl6" C.M.U. / AL -FOIL INSULATION EXTERIOR FINISH (SEE ELEVATIONS) GRADE LINE (8" MIN. BELOW FINISH FLOOR) ELEV O'-0' TOP OF SLAB 6 MIL. VISQUENE J� VAPOR BARRIER CLEAN COMPACTED SEE PLAN J55 DOWEL. EMBED ACI STD. HOOK 6' MIN. IN FOOTING. PROVIDE 25" MIN. PROJECTION POISON TREATED FOR LAP FILL SEE PLAN FOR MONO-FTG DETAIL TYP. 1-STORY WALL. SECTION MONOLITHIC FTG. 'SIMPSON' SP2 0 EACH STUD (2) 2'x4' TOP PLATE 2"x4" STUDS 0 24' O.C. 1 'SIMPSON' LSTA24 w/ 18-10d NAILS - CENTER ON HEADER "SIMPSON* SP4 w/ 6-10d NAILS EACH 016' O.C. SEE FLOOR PLAN FOR SZE 3-1Od COMMON EA. SIDE OF JOINT STUDS D 16" OC 12d COM. 0 12' COM. 2-8d COM. 4-16d COM. I 2-27x4" W/1/2" ,r PLYKV SPACER 16d COM. 0 8' OC 10d COM. 0 12' OC 4-16d COM. IN T. HEADER (NON -BEARING) 5-10d COM a � 16d COW. 016"OC L 2-8d COW. 4 STUD CORNER COMM. 0 16" L16 16d COM. 0 16" OC • SIMPSON HD5A W/ 5/8" DIA A.B. OR A • 5/8' DIA EXPANSION ANCHOR 2- 3/4' DIA THRU 4 STUD CORNER STRAPPING INFORMATION GENERAL WOOD ATTACHMENT DETAILS �'SIMPSON' SP4 w/ PT Ax4' BOTTOM PLATE 6-10d NAILS EACH 'SNPSON' SM 0 EACH STUD INTERIOR LOAD BEARING WALL HEADER DETAIL REBAR IN REBAR MAX SPAN ALLOWABLE MARK SIZE LINTEL IN KO CONFIGURA7ON (FT) LOAD (PLF) PCl 8 x8" 1-#5 NO KO PRECAST LINTEL FILLED SOLID 6'-O" UNO PC2 8 x12" 1-#5 NO KO FILLED PRECAST N4TH 4" HALF BLOCK 14'-0" UNO FILLED PRECAST W/ FILLED KO ABOVE VARIES PC3 8"X16" NONE 1-#5 UP TO 3 COURSES OF BLOCKS MAY BE BY ADDED BET KO & PRECAST AS NEEDED LOCATION FILLED PRECAST W/ FILLED KO ABOVE VARIES PC4 8"x16" 1-#5 1-#5 UP TO 3 COURSES OF BLOCKS MAY BE BY ADDED BET KO & PRECAST AS NEEDED LOCATION PC5 8"x24" 1-#5 1-#5 FILLED PRECAST W/ FILLED KO AND VARIES BY COMMON BLOCK COURSES ABOVE LOCATION * ALLOWABLE LOADS TO BE PROVIDED BY LINTEL MANUFACTURER FOR GIVEN CONFIGURATION LINTEL SCHEDULE fG• 1A0 TYP. KNOCK -OUT BLK. 5 CONT. FLLL CELL. W/ CONC. 45 VERr. W N 25' LAP TYP. I il N S TEPPED MA SONR Y WALL DETAIL TOP 77E BEAM rL #5 VERT. CORNER g CELL FILLED W/ N CONCRETE 0 L-#5 LAP CONT. #5 25" LAP CORNER CON TINUI T Y WALL DETAIL KNOCK -OUT BLK. W/45 CONT. FILL CELL W/ CONC. EMBED ACI ` m 11"A1, IN BOND BM K.O. CMU BOND BEAM #5 BAR VERTICAL WALL REINF. GROUT CELLS SOLID (SEE PLAN FOR LOCATIONS) DOWELS SEE PLAN FOR LOCATION) LAP 25' MIN. -CLEAN OUT 0'-O' FINISHED FLOOR —FOOTING (SEE PLAN) EMBED ACI STD. HOOK —/ IN FOOTING MA SOLAR Y WA L L REINFORCED CELL DETAIL HOCK -OUT BLK. W11 5 CONT. 14"..LAP 6".DOWEL - DOWEL 15 INTO EXIS77NG 1O A Q TOP B EAU. USE EPDXY GROU N #5 VERT. FILL CELL W/ CONC. DOWEL 1/2" AB INTO EXISTING FILLED CONC. CELL ® 24" OC A MIN. OF 6" USE EPDXY GROUT Q. FIN. FLR. J N 10" OWELL 2-#5 INTO EXIS77NG FTG. USE EPDXY GROUT. 25" LAP 8 DOWEL PROPOSED EXIS77NG cE FOOTING F0077AIG ss PROPOSED I EXISTING .. BUILDING BUILDING OW CONCRETE CONNECTION TO EXISTING CORNER AND FILLED CELL TOP PLA TE FASTENER SCHEDULE WIND LAPSPLICE NAILING @ SPLICE ALL OTHER NAILING 120mph-124mph (EXPOSURE B ENCLOSED) 24" 2-ROWS 10d 0 6" O/C 1Od 0 8" O/C ENCLOSED)125mOmph (EXPOSURE B 24" 2-ROWS 10d @ 3" O/C 10d 0 8' O/C OVER 130mph (EXP. C ENCLOSED) t 36" 2-ROWS 10d II! 3" O/C 10d 0 8' O/C DOUBLE TOP PLATE 2-16d COM. 4-16d COW. i DOUBLE TOP PLATE 16d COM. DOUBLE STUD 0 16' OC PT 80TT PLATE 3-8d COM. D. 2-8d COM. i 2-8d COW. PT 1 BOTH PLATE END STUD IN T. DOUBLE END STUD CONDUIT 1 1/2' OR GREATER Q = Q 1=L > 3� 4 uj a z O Lu U to LugZ F--LQV = O — �UcV'J i-: W �[ZM O w cwmoC4 wwt=L` E =o Ww w - zL=- 0= �MMPSON SYMPSON _ p! owl STUD SHOE 's�'••' FOR EXTERIOR & BEARING WALLS WW ,a PT 2"x4" z 0 "SIMPSON" H8 AT TOP AND BOTTOM v) 2"x4" STUDS ® 16" O.C. 6Wz, O (2) 2"x4" TOP PLATE CMU WALL "SIMPSON" SP2 ®EACH STUD (1) "SIMPSON" LSTA24 w/ 18-10d NAILS - CENTER ON HEADER "SIMPSON" SP4 w/ 6-10d NAILS EACH ® 16" O.C. -7-SEE FLOOR PLAN FOR HEADER SIZE FASTEN WALL SHEATHING AT 3" O.C. ALL AROUND OPENING # OF CRIPPLES MAY VARY `- PT 2"x4" BOTTOM PLATE "SIMPSEACH STUD ON" )C EXTERIOR GRADE PLYWOOD, SEE TYP. Q EACH NAILING SCHEDULES FOR NAILING INFORMATION 1/2"x8" RED HEAD @ 16" O.C., START WITHIN 8" FROM ENDS "SIMPSON" SP4 w/ 6-10d NAILS EACH LOAD BEARING CMU/EXTERIOR WOOD WALL CONNECTION CONVENTIONAL VALLEY FRAMING ISOMETRIC NOTES: Ol ALL RAFTERS SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE DETERMINED ACCORDING TO THE LENGTH OF SPAN AS FOLLOWS: UP TO 8'-0" ........ 2"x6" 8'-0" TO 12'-0. ........... 2"x8" 12'-0" TO 15'-0" ........... 2"x1O" 15'-0" TO 18'-0" ........... 2"x12" RIDGE BEAM SHALL BE #2 SOUTHERN YELLOW PINE. SECTION SIZE SHALL BE 2" (NOMINAL) LARGER THAN RAFTERS W/ A MAXIMUM RIDGE SIZE OF 2x12 FOR 2x12 RAFTERS. CLEAT SHALL BE A #2 SOUTHERN YELLOW PINE 2x10. IT SHALL BE FASTENED AS SHOWN W/ SIMPSON MSTA24 TENSION STRAPS ®EACH TRUSS USING (14) 10d NAILS. INSTALL THE STRAP BY CUTTING A HOLE l / INTO THE SHEATHING @ EACH SIDE OF TRUSS AND THREADING THE U-SHAPED STRAP FROM BOTTOM OF TRUSS TOP CHORD TO TOP OF CLEAT. SECURE RAFTERS TO CLEAT AND WRAP TO TOP CHORD USING SIMPSON HTS20 W/ ( 20) 10d NAILS FOR 2x12 RAFTERS, (16) 10d NAILS FOR 2x10 RAFTERS, (14) 10d NAILS FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN 4'-0" SHALL BE TOE -NAILED TO CLEAT W/ (8) 10d NAILS. SECURE RAFTERS TO RIDGE BEAM USING SIMPSON LSSU210 SLOPING _EAT HANGER W/ (10) 10d NAILS INTO RIDGE BEAM AND (7) 10d x 1 1/2" H SIDE NAILS INTO 2x12 RAFTERS. USE (8) 10d & (6) 10d RESPECTIVELY FOR 5 2x10 RAFTERS. USE LSSU28 W/ (10) 10d & (5) 10d x 1 1/2" FOR 2x8 RAFTERS. USE LSU26 W/ (6) 1 Od & (5) 1 Od x 1 1 /2" FOR 2x6 RAFTERS WITH SPANS OF 4'-0" OR GREATER. 2x6 RAFTERS W/ SPANS LESS THAN HT @RAFTER 4'-0" MAY BE TOE -NAILED TO RIDGE BEAM W/ (8) 10d NAILS. 4 END OWHERE 6 NEEDED, PROVIDE FLAT 2X6 BLOCKING BETWEEN TRUSSES AT TOP CORD FOR INSTALLATION SUPPORT OF MSTA24 STRAPS. SECURE BLOCKING IW CONVENTIONAL FRMG W/ (3) 16d TOENAILS AT EACH END INTO TOP CORD. WHICH ARE ONLY i AS ENTRYWAYS AND THE ENGINEER HAS NOT REVIEWED THE PRE -ENGINEER TRUSS MANU- FACTURERS' LAYOUT TO DETERMINE ANY LOAD BEARING CONDITIONS AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER TRUSS LOAD INFORMATION IS SUPPLIED TO THE ENGINEER. CONVENTIONAL OVER /VALLEY FRAMING ISOMETRIC WHILE THESE PLANS HAVE BEEN THESE PLANS ARE THE PROPERTY OF THE NAMED OWNER, ANY ■ 145 VERTICAL IN FILLED CELL DATE SHEET NAM (%� 7 2�20 COnStru( CHECKED FOR ACCURACY, IT IS THE REPRODUCTION WITHOUT WRITTEN 4 245 VERTICALS IN FILLED CELL BUILDERS RESPONSIBILITY TO VERIFY AUTHORITY IS EXPRESSLY DRAWN BY CAL ALL DIMENSIONS IN THE FIELD... FORBIDDEN, AND MAY RESULT IN DO NOT SCALE THESE PLANS COPYRIGHT INFRINGEMENTS. RES SHEAR iSrANT GCF NTS CAMPONETS cz0� c o• � Owa'� w Q P,4 E-+ W V' L h� U � N N a-' LLn M L M = LL t L.L. N y ,-L IT 0) � I� SHEET 8