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HomeMy WebLinkAboutBuiding PlanPROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08-21 GENERAL NOTES THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PER FLORIDA BUILDING CODE. 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE COUNTY AND ALL APPLICABLE AMENDMENTS. 4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WTH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE NTH THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY SECTION. 6, REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020 I.1all :3Oki V1/AIR]P�� ABV ABOVE ENT. EXTERIOR AFF ABOVE FINISHED FLOOR F.B.C. FLORIDA BUILDING CODE AHU AIR HANDLER UNIT F.R. FIRE RATED B.F. BI FOLD FIR FRENCH DOOR B.P. BI PASS FIN. FINISHED BLK. BLOCK FL FLOOR BLED BELOW G.T. GIRDER TRUSS BRG. BEARING GA. GAUGE BTM. BOTTOM GALV. GALVANIZED CLG. CEILING GFl GROUND FAULTINTERRUPT CMU CONCRETE MASONRY UNITS GL GLASS COL COLUMN GWEI GYPSUM WALLBOARD CONC. CONCRETE GYP. BD. GYPSUM WALLBOARD CSMT. CASEMENT HGT. HEIGHT DBL DOUBLE HIPS. HOOPS DIA DIAMETER HR HOUR DISP. DISPOSAL HS HORIZONTAL SLIDING DP DESIGN PRESSURE HVHZ HIGH VELOCITY HURRICANE ZONE DR. DOOR INS. INSULATION DIN DISH WASHER INT. INTERIOR EE. EACH END I.G. LONG aft ELECTRICAL LIN. UNEN ELEV. ELEVATION LT. LIGHT ES. EACH SIDE LT. LAUNDRY TUB MASONRY NOTES PLAN NOTES FRAMING NOTES ELECTRICAL NOTES 1. CONCRETE UNITS BE ASTM C SO-SO. ASTM GRADES NI OR NIT. PROVIDE PRECAST LINTELS AS NECESSARY. (fm = 1500 PSI) 1. PROVIDE 1x2 P.T. P HORIZONTAL 0 CEILING WALL INTERSECTIONS OR 8'-0" 0/C 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.G SECTION 71B OTHER SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE SHALL LOCATED METER & PANELS AS REQUIRED. THESE PLANS WERE PREPARED 2. MORTAR TYPE M PER ASTM C 270-92. FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. 2 ALL GLAZING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL HARE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE USING THE 2020 FLORIDA BUILDING CODE 7th EDITION 3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WTH SILLS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) CAN GRAVEL CONCRETE. LESS THAN 60' ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDELIGHTS, SLIDING CLASS OBTAINING PERMISSIONPRIME PROFESSIONAL MODIFIED ONLY MISS FROM OF 3. CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE DOORS AND FRENCH DOORS SHALL BE TEMPERED.AND RBE ECORD WHO MUSE REVIEW PROPOSED THE REVISIONS COPPER OF EQUIREDABYApTMER 4. REINFORCING: ACCORDINGLY. EGRESS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS. 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALUC SHEATHED CABLE. VERTICAL EGRESS EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24' HIGH, 20" WOE, AND MIN. NET 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS. THE OFFICE FOR RENEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60). BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. . THE DESIGN 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND SPECIFICATIONS. SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL AUGNMENT, EVEN THOUGH IT IS IN AN 4 IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY NI H SECTION 2411 ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF ADJACENT CELL TO THE VERTICAL WALL REINFORCING. OF. F.B.C. AS THE MINIMUM THICKNESS ALLOWED. THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS REVIEW 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM 5. PROVIDE A MINIMUM OF 4- CLEAR ALL AROUND AIR HANDLER UNITS. PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWNGS IS A COURTESY BY THE ARCHITECT AND IN NO WAY REUEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT THE MASONRY. PROVIDE A LAYOUT THAT FULLY INTEGRATES NTH THE ARCHITECTS SUPERSTRUCTURE. IF PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER. 6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS RETURNS MAY BE DUCTED, JUMPERS OR THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL RECOMMENDATIONS. M.C. MEDICINE CABINET SMS SHEET METAL SCREWS D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE TRANSFER GRILLES. NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN. M.R.H. MEAN ROOF HEIGHT ST. STIRRUPS COLUMN SCHEDULE 9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS M.T. METAL THRESHOLD STL STEEL 7. A/C UNITS MAY HAVE GONG. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT. SHOWN ON PLANS. MAX. MAXIMUM SW SWITCH E. VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS ADJOINING GRADE OR SHALL BE SUSPENDED A MIN. OF 6' ABV. ADJOINING GRADE COORDINATE LOCATIONS WTH BUILDER PRIOR TO FABRICATION AND INDICATE GIN TRUSS MFR. MANUFACTURER TEMP. TEMPERED TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS MICRO. MICROWAVE T.B. THROUGH BOLT CONTINUE UNINTERRUPTED. SELECTED BY BUILDER. MIN. M.O. MINIMUM MASONRY OPENING T.O. T.O.B.B. THROUGH OUT TOP OF MASONRY BOND BEAM HORIZONTAL: BEAM SCHEDULE NOTES 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED NTH CLIPS TOP AND BOTTOM EACH STUD, AS PER CODE � 11. PROVIDE PRE -VIREO TELEPHONE OUTLETS AS SHOWN ON PLAN. MONO. MTL MONOLITHIC METAL T.O.PL T.O.T.B. TOP OF WOOD PLATE TOP OF TIE BEAM A HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE. 1. ALL COMPOSITE LINTEL (MARK -C) TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWISE 7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION 12. PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. O.H.D. O/C OVER HEAD DOOR ON CENTER TYP. U.N.O. TYPICAL UNLESS NOTED OTHERWISE 5. GENERAL NOTED MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES P.L.F. POUNDS PER LINEAR FOOT UL V.I.F. UNDERWRITERS LABORATORIES VERIFY IN FIELD A STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ A.S.C.E. 2. ALL BOND BEAMS (MARK "BB') REINFORCING SHALL BE CONTINUOUS THROUGH BOND BEAMS ONLY. ALL SPUCES TO BE A MINIMUM OF 48 BAR DIAMETERS. 8, AU_ WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 14, IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER P.S.F. P.S.I. POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH W.A. WEDGE ANCHORS 7-1fi/LM.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-8(0). P.T. PRESSURE TREATED W/ NTH COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8- TO FIT OLOCK CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. PART'N. PKT. PARTITION POCKET WC W). WATER CLOSET WOOD B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E 7-16/T.M.S. 602- WORK. 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC, 410.0. PLYWD. PLYWOOD 05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS. DURING DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE SMOKE DETECTORS SHALL BE CONNECTEII TO KITCHEN OR BATH LIGHTING CIRCUITS R.O. ROUGH OPENING FOR MASONRY STRUCTURES. 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND AHEAD OF SWTCH AND HAVE SELF CONTAINi;D BATTERY BACK-UP, DETECTORS SHALL BE S.C. SOLID CORE SLIDING GLASS DOOR 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT CONCRETE NOTES STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY, SF SQUARE FOOT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. 17. PRENRE FOR GARAGE DOOR OPENER SENSOR. SH SINGLE HUNG 11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE 7. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH 1. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS). 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL 120-VOLT, LIFT OVER 4'-0" HIGH CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL. INDIAN RIVER COUNTY PRODUCT APPROVAL OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS OPEN ID PRODUCT MODEL MANUF. GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN DESCRIPTION AND EMBED. FILL ALL MANUF. HOLES PRESSURE PRESSURE A FL-9174.10 R13 9100 OHD 16080 WAYNE DALTON N/A W/ 1-i/4' WASHER & 2-3/4' MIN. EMBED. D.P.= +28.5 PSF +39.2 PSF -43.7 PSF 2-3 4' MIN. EDGE CISTANCFA 6' FROM END -32.2 PSF B FL-9174.10 R13 9100 OHD 8080 WAYNE DALTON N/A W/ 1-1/4" WASHER & 2-3/4' MIN. EMBED. DP- +29,9 PSF +39.2 PSF -43.7 PSF -33.1 PSF C FL-20468.12 PR 3080 DRS THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4" MIN. EMBED CORNERS O D.P.= +29.9 PSF +50.0 PSF -50.0 PSF SGL LITE I $ & 14.5' O/C MAX SPACING. -3&1 PSF D FL-20468.10 2800 DR THERMA TRU SGL IMPACT 1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS O D.P= +31.9 PSF +50.0 PSF -50.0 PSF SGL LITE 4' & 1&5. O/C MAX SPACING. -41.7 PSF E FL 22401.3 12080 SGD MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +28.5 PSF +55.0 PSF -55.0 PSF 0 1Y O/C MAX. SPACING -31.3 PSF F FL-20468.10 2680 OR THERMA TRU SGL IMPACT Ile TAPOONS W/ i-1/4" MIN. EMBED CORNERS 0 D.P.= +31.9 PSF +50.0 PSF -50.0 PSF SGL LITE 4" & 1&5- O/C MAX SPACING. -34.0 PSF 1 FL 17499.9 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS WJ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 16. O/C MAX SPACING & 2- FROM EDGE -32.7 PSF +60.0 PSF -70.0 PS 2 FL 15349.10 6220 FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF 3 FL 15349.10 6420 FG MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55,0 PSF -55.0 PSF EQUAL SPACING & 3" FROM EDGE -36.3 PSF 4 FL 17499.9 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 O 10- O/C MAX SPACING & 27 FROM EDGE -34-8 PSF +60.0 PSF -70.0 PS 5 FL 17499.9 SH 26 MI WNDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 010' O/C MAX SPACING & 2" FROM EDGE -41.7 PSF +60.0 PSF -70.0 PS 6 FL 15349.10 6020 FG MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF 7 FL 17499.9 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -36.3 PSF +60.0 PSF -70.0 PS 8 FL t7499.9 (2) SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10" O/C MAX SPACING & 2- FROM EDGE -38.6 PSF +60.0 PSF -70.0 PSF 9 FL 15349.10 12014 FG MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -34.0 PSF 10 FL 17499.9 SH 36 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -34.0 PSF +60.0 PSF -70.0 PS 11 FL 15349.10 4614 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16" TAPCONS W/ 1-1/4" MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & 3' FROM EDGE -36.3 PSF 12 FL 17499.9 (2) SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +29.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2- FROM EDGE -32.7 PSF +60.0 PSF -70.0 PS 13 FL 15349.10 6214 TRANSOM MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4- MIN EMBED D.P.= +33.5 PSF +55.0 PSF -55.0 PSF EQUAL SPACING & Zr FROM EDGE -36.3 PSF 14 FL 17499.9 SH H33 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +36.3 PSF +55.0 PSF -55.0 PSF FL 17499.8 010' O/C MAX SPACING & 2- FROM EDGE -44.8 PSF +60.0 PSF -70.0 PS 15 FL 17499.9 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 010' O/C MAX SPACING & 2" FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 16 FL 17499.9 SH 35 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.- +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 010" O/C MAX SPACING & 2" FROM EDGE -34.8 PSF +60.0 PSF -70.0 PS 17 FL 17499.9 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10' O/C MAX SPACING & 2' FROM EDGE -39.8 PSF +60.0 PSF -70.0 PSFI 18 FL 17499.9 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16- TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 0 10. O/C MAX SPACING & 2' FROM EDGE -34.0 PSF +60.0 PSF -70.0 PS 19 FL 17499.9 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 1 1 0 10' O/C MAX SPACING & 2" FROM EDGE -34.0 PSF +60.0 PSF -70.0 PS 20 FL 77499.9 SH 26 MI WINDOWS & DRS SGL IMPACT 3/16' TAPCONS W/ 1-1/4' MIN EMBED D.P.= +31.9 PSF +55.0 PSF -55.0 PSF FL 17499.8 1 0 10" O/C MAX SPACING & 2' FROM EDGE -34.8 PSF +6MO PSF -70.0 PS PRODUCT MODEL I MANUF. ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC PRESSURE PRESSURE MULLIONSMAX. FL 15353.8 83' HORIZ MI WINDOWS & DOORS 1/4' TAPOONS W/ 1-1/4' MIN EMBED (4) FASTENERS PER CUP TOP & BTM. 37.7 PSF 54.0 PSF -54.0 PSF FL 1535.19 MAX, 156-3 VERT. MULLIONS FL 17472.2 MAX. 108" LENGTH EASTERN ARCHITECTURAL 1/4' TAPCONS W/1-3/4' MIN. EMBED (8) FASTENERS PER H-CUP 34.7 PSF 36.4 PSF -36.4 PSF MAX 48" TRIBUTARY WIDTH SYSTEMS ROOFING NOA NO. 21-0315.03 EAGLE ROOFING (2) 10d RING SHANK NAILS -83.4 psf -172 psf. BEL-AIR CONCRETE TILE PRODUCTS ROOFING FL 5374-R5 HIP AND RIDGE CHANNEL METAL EAST COAST 3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160 -83.4 sf P -169 sf. P METALS, INC -MEMBRANE: ROOFING UNDERLAYMENT NOA NO. 18-0502.03 SBS UNDERLAYMENT BORAL TILE SEAL SELF ADHERED 1 OR MORE PLIES MIN, 4" REU- LAP AND A 6' END LAP MECHANICALLY FASTENED TO DECK W/ N/A N/A PEEL & STICK APPROVED NAILS AND TIN CAPS B' 0/C AT THE LAPS AND 2 STAGG. ROWS FIELD OF THE ROI L Q06N/A SIDING STUCCO N/A i N/A N/A SOFFIT STUCCO N/A 7/8' LG., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH N/A N/A SPACED NOT MORE THAN 6' BEFORE GROUTING CONCRETE WORK SHALL BE IN ACCORDANCE NTH ACI 318-11 AND AC 301-05. All. 12 DI DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. N0. 2 OR BETTER AND SHALL PROVIDE SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWELLING UNITS. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11. ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES. 90 PSI 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM. FOUNDATION NOTES 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR BARRiER - IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 1600 KS OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. 3/4' BEAMS AND OOWMNS - 1 1/2' FORMED CONCRETE BELOW GRADE-2- UNFORMID PLUMBING NOTES 1. FLOOR SLAB TO BE 4' THICK POURED CONCRETE SLAB NTH FIBERMESH CONCRETE BELOW GRADE-3" 13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 20 0 24" O.C. ON 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL STUDS, NTH 1/2' GYPSUM DRYWALL EACH SIDE ATTACH DRYWALL WT14 1- LONG 3. REINFORCING STEEL: GRADE 60 (FY=60.000) ASTM A615-94. BUGLE HEAD DRYWALL SCREWS AT 12. O/C MAX. 1. All PLUMBING FIXTURES SHALL BE INSTAL LED IN ACCORDANCE NTH SECTION 405, F.B.C. 2. ALL REINFORCING STEEL TO BE GRADE 60. 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE NTH 'THE MANUAL OF 14. METAL LATH OVER SHEATHING SHALL BE 3/8' V-GROVE OR DIMPLED. FASTEN TO 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE SUBSTRATE AT 4' O/C AS FOLLOWS; 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES UNLESS OIHERNSE NOTED. CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE CONCRETE 3/4LONG STUB NAILS W/ /' 3 8 HEAD. HORIZONTAL AND VERTICAL WOOD 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE CHAPTER 11. 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2000 P.S.F. 5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0' FROM ROOF JACKS. ALL LOADS DURING CONSTRUCTION. FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE 5. FILL PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN 6. CONCRETE BEAM SIZES MAY INCREASED (8- MAX) AS REQUIRED FOR ARCHITECTURAL BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB & CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF 95% MODIFIED PROCTOR ASTM D 1557. DETAILS OR FIT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REQUIRED AT NNPOW AND WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, 7/16' CROWN METAL MTL FRAMING: SELF TAPING SCREWS #12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE 6. INSTALL CHASE PIPE FOR HVAC. DOOR BEAMS (28- MAX.) AND ADD 2-#5 BARS BOTTOM IF DROP EXCEEDS 8-. USED FOR SOFFITS OR CEILINGS 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF 7. DOWELS COLUMN AND WALL REINFORCING TO FOOTING NTH SAME SIZE AND NUMBER OF DOWELS AS VERTICAL BARS ABOVE. 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112GgECHANICAL NOTES REQUESTED BY THE BUILDING OFFICIAL 1-1/2' LONG AND .120, DIAMETER U.N.O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN. B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE PARED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WTH ALL SUPERIMPOSED 1. =a,L HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1). REINFORCING AT EACH FACE. LAP 48 BAR DIA. MIN. WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16. ( o"NFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING CODE MECHANICAL' AND CHAPTER 28 OF THE FLORIDA BUILDING GODS 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO Aq'S "MANUAL OF STANDARD I PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE STEEL NOTES GARAGE NOTES CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE 10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGUGIBLE PER FBC TABLE R301.20). 1. STRUCTURAL STEEL SHALL CONFORM TO THE RISC 'SPECIFICATION FOR THE DESIGN, 1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED NTH SOLID WOOD N ® N � w 1 aa" SH 15 ■ ■ M.O. 20 1/8- PROPOSED SINGLE FAMILY RESIDENCE BY: CUSTOM TACOMA LOT 1007 MEADOWOOD COPYRIGHT 2021 TYPICAL "MI" WINDOWS N EL F N co co 36" 52d" 254" SH 25 SH 35 SH H35 M.O. 38" M.O. 54 1 /0' M.O. 27 1/2' x, 2x, OR 5/4 BOARD 1x, 2x, OR 5/4 BOARD _NA P.T. WOOD BUCK P.T. WOOD BUCK 38" 1 70" /38" SH 35 aMN� TYP. BAY WINDOW FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN f (35 MM) THICK. SOLID OR HONEYCOMB CORE STEEL DOORS NOT SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS: SHAPES, PLATES A-311 LESS THAN f (35 MM) TICK, OR 20-MINUTE FlRE-RATED DOORS. BOLTS - A 307-00 TUBULAR - A50D-010 GRADE B (42 KSI) 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE 2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A5.1 E70XX SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LOAD SCHEDULE LESS THAN F (12.7 MM) GYPSUM BOARD APPUED TO THE GARAGE SIDE - LOCATION LLVE ➢EAO EAErA TOTAL GROUND FLOOR 40 50 10 100 SECOND FLOOR 40 15 10 65 ROOF 20 25 0 45 ATTIC 20 10 0 30 WIND: UUTIMATE WIND SPEED = 16D m.p.h. BUILDING RISK CATEGORY = II BUILDING DESIGN AS ENCLOSED EXPOSURE = C ROOF DEAD LOAD FOR WIND DESIGN TAKEN AT 10 p.s.f. NOa THIS STRUCTURE IS DESIGNED IN ACCORDANCE NTH CHAPTER 16 OF THE FLORIDA BUILDING CODE AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE FACTORS TO OBTAIN TEST PRESSURES. THERMA TRU EXTERIOR DOORS 2x P.T. WOOD BUCK SHOWN TYP. M.O. 35 1/4' W M.O. 37 1/4" W M.O. 41 1/4' W M.O. 55 1/2" W MA. 78 1/2' W X 98 1/2" H X 98 1/2' H X 98 1/2' H X 98 1/2- H X 98 1/2' H EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB 1 EDGE OF SLAB r 2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 2x6, 5/4' BOARD OR ix6. CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE. ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. SYMBOLS LEGEND DETAIL SCALE DETAIL DWG SCALE SECTION DWG. SCALE SECTION owc SCALE #, INTERIOR ELEV. SCALE B8- BEAM LABEL AREVISION NORTH ARROW /`---- BREAK LINE 60OSCAL GRAPHIC SCALE 1/ DRAWING INDEX C-1 COVER SHEET A-1 FOUNDATION PLAN A-2 FLOOR PLAN A-3 ELEVATIONS A-4 SECTIONS A-5 STRUCTURAL PUN A-6 TRUSS PLAN E-1 ELECTRICAL PLAN M-1 MECHANICAL PLAN 1 4 owo 2 INTERIOR ELEVATION 3 C# COLUMN LABEL F# FOOTING LABEL JILT 1 _ Z LDL_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111 m l l l l l l l l -0' FIN. FL SUB qr- POT SHELF HEIGHT AS NOTED DROPPED SOFFIT HEIGHT AS NOTED ARCHED OPENING SEE PLAN OR ELEV. MASONRY CONSTRUCTION TYPICAL GROUT FILLED CELL SEE FOUNDATION PLAN NON -BEARING FRAME CONSTRUCTION BEARING FRAME CONSTRUCTION BEAM HEIGHT CHANGE FLOOR ELEV 61ONi W a. S W w a W = x a, La W Z K U a 0 i J y r Zc t 0 a Q r<y � O C cn O L � (O ? -5�w too c�� M p � '°' OL '= c O m = v C) 1n :Ej N Ln 'S1T C .N to a+ 'Q -00 ` C .0 cp O OA -Op -p 'O u (auE =o o w o E •d O E 'd a _ a O L = O cn C O c� C p C7 vi (1)a - Y O8CL 13 �-' Z N CS CL -A 1n._ /Wl 2 i; A 0' V CA E 0 m o U t O C nos CS C (D d U .- J N :CN h C- LL_ o o U ^ 0 w C:) J Q O W Ln 1/4" = 1'-0" U.N.O. COVER SHEET C-1 L,4 Di3 11 osos,a 1iu1M od Ippe , alorn' sf3 W-' SEE SHEET A-7 FOR FOUNDATION DETAILS 1 14'-4" PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08-21 FOOTING SCHEDULE MARK SIZE WxD REINFORCING DESCRIPTION DETAIL NO. F-1 20' x 18' X CONT. W12 /5 CONT EXTERIOR MONOLI7HIC I F-2 20' x 18' X CONT. W12 /5 CONT. EXTERIOR MONOLITHIC 0 RECESS 38 F-3 2'-6" x 2'-6' x 12' W/3 15 E W BTM. ISOLA TO PAD 7 F-4 2'-6' x 2'-6" x 12" W/3 15 E.W. 87M. PAD 0INTERIOR WOOD POST 6 F-5 4'-6" x 3'-O' x 12' W14 115 E.W. BTM. ISOLATED PAD 7 F-6 J-6" x 3'4" x 72' W/4 15 B7M. E.W. PAD 0 INT. T.S. COL. 41 7E-1 10• x DROP x CONT W1115 CONT. THICKENED EDGE AT DROP 34 FIXTURE SCHEDULE QTY NAME 1 DBL. KIT. SINK 1 DISH WASHER 1 LT (ROUGH IN) 3 SHOWER VALVE 4 SQ. LAV BOWL 3 TOILET 1 TUB 1 WASHER (OPT.) C2 HEAD 0I <8> C2 8'-0" •• •■ I'La—li V-6 mm A mm m m m m 00 I ,I w I 11 L_ C2 ----- a F1 I IL I ( i FORM SHOWER PAN 1 1 1/2° LARGER ON ALL F— SIDES THAN ACTUAL 00 FINISHED DIMS. SHOWN HERE 6- HEADI®/_\ HEAD 8'- ��/ 8'-( 5'-2' L 3'-8° C5 �❑ 4'-4 1. 1 -10• F3 12 10 k 0Q F J ■ • ��- us imial INI M r I— O F1 FORM SHO R PAN 1 1/2• LARGER ON ALL SIDES THAN CTUAL FNISH DIMS. SHO HERE 2'-7" LHEAD � � '-" C4 • F1 C2 C4 BRASS COVERED FLOOR OUTLET '-0' FIN. FLOOR SLAB NOTE: ALL FOOTINGS ARE F1 U.N.O. ALL COLUMNS ARE C1 U. N.O. o 7'-4° I�LE F6 C5 El OWDE ELEC. PLUMB 3-6° 2-11" 1-11° C ISLAND _� o 21'-8" ro 10'-7° F L- lu �� J f F1 0— — --HEAD 0 — — • • • 10'-8" ■ 6-HEAD Lo 5-6" "< g'_ " 0 of •�WIL' ■ F1 — O — I mm F1 C2 ��> w C2 o F1 0 0 0 tI- 00 a I I HE e ® 3'-N° S-11• T-0 1/2" 2 jQ° g" 1 7'-0 1/2° 4r o 7'-90° a m ai mm =- C2 WF5 o F5 0 I 16 a Fl W"00 IPq 5-6" 7E-1 � NOTE: FORM GARAGE SIDE DEMISING WALL RECESS 1-1/2" SMALLER THAN ACTUAL FINISHED DIMS SHOWN HERE • • 19 HEAD ® \ F2 8" W X 5-X D RECESS • 8'-0" 8-0 FOR ® I FOR PAVERS (FOOTING F2 DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6" W X 3/4° D RECESS o BEHIND (SLOPED) I I O \ tV I EXTEND 5-1/2" DEEP REC S 4' \\� I ■ PAST EDGE OF OPENING, TYP. SLOPE 2" FINISH EDGE OF CONCRETE RE SS, M.\ AT L C3 ® ®-I ,\ "o C3 ® \CONDE�UNDEERNSLAB SATE LINE I �I. 2) \ \ COLUMN SCHEDULE MARK QTY SIZE TYPE DESCRIPTION C-1 86 8x8 CONIC. BILK. W/1 FULLY GROUTED CELL W/1-#5 VERT. EA. CELL BLOCK ® 8'-0' O/C MAX. OR AS LOCATED ON PLANS C-2 14 8x16 CONC. BILK. W/2 FULLY GROUTED CE LS W/1-#5 VERT, EA. CELL BLOCK C-3 4 8x12 BLOCK CONC. BILK. W/1 FULLY GROUTED CELL W/2-#5 VERT. C-4 2 IRREGULAR BLOCK 45' MITERED CONC. BLOCK W/2-#5 RT. IN FULLY GROUTED CELLS C-5 2 12x12 BLOCK CONC. BILK. W/1 FULLY GROUTED CELL W/2-#5 VERT. C-5 1 3-1/2p X 3-1/2- SEE DETAIL 7/A5 FOR TOP X 1/4 T.S. Cl. SEED TAIL #41 THIS SHEET FOR BASE 1/4" THICK EASE PLATE W/ 3/4" A.B. W/6" MIN. EMBED C-6 1 WOOD 44 PROVIDE STEEL BASE AND CAP AS NOTED ON DETAILS CONDENSATE LINE UNDER SLAB "a b D �s1 I N F2 rrc n F_1 Ja" I B" W X 5-)f D RECESS 'AS EDGE OP NING, T FINISH F CON AT RECESS C3 FOR PAVERS (FOOTING DEPTH MEASURED FROM BOTTOM OF RECESS) W/ 6° W X 3/4" D RECESS BEHIND (SLOPED) ELEC. PANL --F2 ----J leg OUT P 0 T 7' TEP OU ®1 L G. ®CO 0. C2 13'-0' 4'-2° Ld a M � W N w J L ? W Z 2 I N H a yyN N o 0 Oa p v, ra o an Im c c M am 1O y" vv X: � n�c cu o C t c c fa 0 A t o aci } $ > C7 vi m c cn m .NRe Q i m o�cn a o V E f0 W $ E L2 O E 0 w > d c c1°� `- 0 of rna ci.a o coC=7 Y .0 Ind Z� CJ L t F'I W z 0 Z O O CD LL O 6 J ' �C W Ln 1/4" = 1'-0" U.N.O. FOUNDATION 87'-11 SEE SHEET A-7 FOR FLOOR PLAN DETAILS IMPACT / LOW E GLAZING AT WINDOWS AND SLIDING GLASS DOORS TYP. WINDOW VERTICAL HEIGHT U VALUE SHGC SEPARATION IS 8" IMPACT .62 / .25 ADDITIONAL NOTES, 1. STANDARD HOLLOW CORE RAISED PANEL DOORS. 2. TILE TO 8'-O" IN MASTER SHOWER AND 7'-0" IN OTHER LOCATIONS. 3. FIBERGLASS BOARD OR DUR-O-ROCK TO 7'-0" A.F,F. OR SOFFIT AROUND TUBS/SHOWERS AND TO 4'-0" A.F.F. 0 MARBLE TUBS 4. ROUNDED CORNERS AT ALL LOCATIONS EXCEPT CLOSETS, SLIDERS, WINDOWS, DOORS, VERTICAL EDGES OF CEILINGS OR AS NOTED ON PLANS. 5. KNOCKDOWN CEILING TEXTURE AND ORANGE PEEL WALL TEXTURE. 6. R-40 BLOWN -IN INSULATION AT ALL A/C AREAS CALCULATIONS LOCATION SQ. FOOTAGE TOTAL U/A 2,802 S.F. COVERED ENTRY 137 S.F. COVERED PATIO 336 S.F. GARAGE 860 S.F. 4,135 S.F. WINDOW SCHEDULE NUMBER DESCRIPTION 1 2 SH 26 2 6220 F.G. 3 6420 F.G. 4 SH 26 5 SH 26 6 6020 TRANSOM TEMP 7 SH H33 OBSCURE 8 2 SH 35 EGRESS 9 12014 TRANSOM 10 SH 36 11 4614 TRANSOM 12 2 SH 26 13 6214 TRANSOM 14 SH H33 TEMP OBSCURE 15 SH 35 EGRESS 16 SH 35 EGRESS 17 SH 26 18 SH 26 19 SH 26 20 SH 26 EXT. DOOR SCHEDULE LETTER DESCRIPTION A 16080 CHID. B 8080 OHD. C 3080 PR. SWING 3/4 LITE (MAIN EGRESS) 0 2880 SWING SGL. LITE W/ BLINDS E 12080 4PNL SGD. F 2680 SWING SGL. LITE W/ BLINDS INTO DOOR SCHEDULE LETTER QTY DESCRIPTION PANEL TYPE CORE A 5 2880 SWING 6 PNL. SQ. HOLLOW B 1 2880 SWING 6 PNL. SQ. SOLID C 5 2680 SWING 6 PNL. SQ. HOLLOW D 1 2080 SWING 6 PNL. SQ. HOLLOW F 2 2680 PCKT. 6 PNL. SQ. HOLLOW G 2 6080 BIPASS 6 PNL. SQ. HOLLOW H 1 2880 DBL. SWING 6 PNL SQ. HOLLOW 1 1 GL. SHWR. ENCL. (TEMP) N/A N/A GLASS J 1 2880 DBL. SWING DIV LITE SQ. HOLLOW K 1 2080 SWING 6 PNL. SQ. HOLLflW N I N 1� io C _�A -„ 16'-0" 17'-0" 17'-5' 11'-4• 14'-4" 8'-0° '-0" 15'-5" '-0 T.O.B.B. 9'-4" T.O.B.B. m C4 adm Qo •vl O _ o --o _______________ ��---------------�----- _____ 7�1 _____________ ------------- ; N N 8'-0° 9'-0. 6'-6 1/2" 7'-10° 14'-41/2" I mm A OVERED m m mm TBL . ABV. 12 13 D F I I I I 0 o A4 LANAI 2'-0' 10'-8" 2'-0" v'0 11'-4" CLG, a, :, (A V MAIN SLAB) -' - LINEN V-9" ° MASTER PAVERS u+ D • A H 14 I NOOK "' 9'-4 G.D SUITE I it-4" LG. D� U 9'-4"/10'-4° CLG. I ti 9'-4" CLG. n A -6" -6 JB 14'-8" D in Aw — — 9 �DF� `E " \j (/ G D A ® 'o CAB BACKING 0 36° - 57" - ° A.F.F. <I c� ca 3 -4" V 8'-8' 15 -8° S-2" 5'6 -0 o a CONVENIENCE w 2' 2" PACKAGE -6' N x BEDROOM 3 -6 — 20'-8° V-8" -0" -6" Qm 2' 0' b 9'-4" CLG. 12'-D" Q36 J—EAD tCD� (C) o �' ISLAND o j`� o0 = o= OGREAT ROOMI 5' D HE D A 4" �° 11'-4" CLG. J DW KIT SOFT CLOSE DOORS & DRAWERS 0 N/ MI RO .� I G �i CAB BACKING 0 36" 11'-4" CLG. 2' 0 - 57' - 96" A.F.F. 7'-0" 2'-8" 2' 0" 00 11'-8" I r D BATH 2� 16 4'- 1'-4° 3'- 1'-10"noD D U SN BEDROOM 2 9'-4" CLG. ft ¢ mHEADER VNMASTER BATH w o0 - M�N > S m "a • I M "� 16'-B" r� r� 6'-10° o N HEADE 010'-6' F _+ A VANITY OO o ICHE ��P� 0 36° AFF ° I V OPT.f° I�iiiiiiiiiiiiiiiiTKiiTTTFFrMTTiiiiiI F7 ID GARAGE SEPERATION EWH F ER �1 o p REQUIREMENTS PER ACTIVE 12'- " CLG. LL io •,.,, " 10=6 g FBC R302.6 u._0• U a0 3 ro ® �', UTIL. 20 MIN. SOLID CORE r DEN 0 DINING n _ 10'-8° _6 DOOR W/ RIVETED JAMB OVERSIZED 9'-4" CLG. v° = 11'-4" CLG. �y(�IROUGH-IN WEATHERSTRIPPING o LT, b 19 v iV cd 4] a 14'-8" -10° 8 12'-9' 5'- 5'-6" o C7 8'-0" 8'-0. N — 22"x54'� 20 •co 1 PULL DN STAIR m m W/SW. LT.� (v) aI m 0 6 a o.I ATTACH P.T. 2X8 ABV. GARAGE DOOR a o M PER MANUF. SPECS. w R DE ^� o c Dcr I 14'-0 CLG. ( M N SLA� ABV � mollillillillillN W, 1 m m O I o O O 3_#BV 1 11" 7'-0 1/2" 7' 0 1/2" 0 I � •' � 0 22'-0" UEI" 2'-6" T-1o' a I I '-a" Z 3 BAY GARAGE m m mm SMOOTH COAT — m STUCCO FINISH EXCEPT AT DRYWALL ao a , m ¢i 0o ~~ I V- O I I I� 10 0 A 0 w D ATTACH P.T. 2X8 I A4 A ABV. GARAGE DOOR PER MANUF. SPECS. N ^ l O 0 Iw z SEE DETAIL SHT. A-7 26-0" FRAME -OUT ELEC. PANEL HOSE BIBB v CHASE fV milli -- 18 --- 17 3'-8° 5'-2" 3'-8" 3'-1" g'_p• 9'-4" TO.B.. 2'-0' V-11° 7'-it" V-4' 1'-11" 1'-11" 2'-0" 8'2'-0• 13'-0" 2'-11" 8'-0" 3'-1" 11'-0" 16'" 10'-B" T.O. -0 4'-2" 12'-6' 25'-1" 29'-0' 21'-4" 87'-11" PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08.21 W w G1 W W J UJ = <z m as z J 6 Ld n a c z t Oa 0 r^ V ) 0'' V E Q 0" u S 2� 0 C c C:) m 0 E-� LJi 0 u W O 0 J O U) 1/4" = 1'-D" U.N.O. 0 i to s FLOOR PLAN A-2 w=100 6' Si kof Product Submittal Sheet Mpi a 0.ee�Rvi,t -a, 1 rf IAl r 1 .nan 61ia "kr13f314yYtl�0 .,corn[:_'.. F t3 _-. �. ,n ..: cs .., Iiflird IA47 I€ ii fi,h lcal CnrS+ri €niritr i.0 ._ ,"—ca. Uooyla. ., _.. I^ :i:=,.-a:V, 110111 1bi I IV,i:rU I V V iiti U15 3 o1e 7t9 vz 31/2 -Ildfli,ingo,1atl rofficrabodflangoe uia walr t 11 1- D gn,e mrlevo oft- ,z.,_,ru„w, ,g vaw ,�xm .au"Itio Ifevt v,l,..oa. JS "i NLImbor ? 7'1450 (•a�9ka,l f t a,buttjort, i ondnnnv [ti to of _tnih !il, ,,yo,' t0iif) NAN 7NIPlvuc ; Soffit Vents (One Piece) Continuous one-piece' SG ti den w;r relnforc!ny rib to key Into s , .:e &ari jl ster. v ouaon, yLtostrk1"'t alo,""i...j'b to Yyt„tawSo, ,tc,VcrtGlip..an, pry lao turrrt SifC,.M1 aiJ to asa.,E:n Igrn o1 V M1aito A quai c, nuh,1 A rfolk711n rtr toubnijorl i foi Iota, t tit, ,r:.e,ellaron TYPICAL I N STALLATI O N 1, WINDOW ASSEMBLY FASTENERS AS REQUIRE) BY WINDOW MANUFACWRLR CAULK SENJ AT °' 'MORTAR OR : ; ' WIND011 AT 4. GROUT ° e . DRfWAU. i'. °.p °°..... 4 ° I SET SILL IN FULL ''a'.T_ .MORTAR BED AND HEAD JOINT 4 Ve FURRING TO ..' ••y . MASONRY WALL 4. e 'p .7 I SRICCO OR DECORATIVE /-CEMENIIIIOUS COATING 4 ' 8' C.M.U. PRECAST SILL DETAIL CONCRETE WATER PROOFING APPLICATION 'CONTRACTOR TO APPLY TO ALL SIDES OF MASONRY OPENING INCLUDING HEADER AND JAMBS PER FBC 2020 R703.4 UOUID APPUED FUDOBLE CONCRETE FLASHING WATER PROOF PRODUCT TO MEET AAMA 714 APPLY PRODUCT DIRECTLY TO CLEAN CONCRETE SUBSTRATE PER MIAMI SPECS D v V6ML1\ II IIUUJ rinia I Vr/ 02® T 9 v " "" "' y "•"" ' "' / \D.P: -33.1 PPSSIF oD.P.= -32.7 PSF BIW MASONRY CONSTRUCTION, M.G FRONT ELEVATION - TRADITIONAL RIGHT ELEVATION - TRADITIONAL 14'-0' T.O.B,B 11'1 T.O.B.B. iiii 10'-8" T.0.B.B. I BAND 9'-4' T.O.B.B. DEC. PRECAST MEDALLION DETAIL, TYP, OF 4 ICCO BASE 1-0' FIN. FL, SLAB I" FIN. FL. SLAB PROJECT LOG ISSUED FOR START 07.28-21 ISSUED FOR PERMIT 10-08-21 W M m V 111 O U Q: � W z z O � J Q 5 z W C 33� m IJL U N P V LL g o o ^� 45 a 0 ry o CID rns CI c � � � W �I a, O. � 1 = ® s: h Q Q � t �®� of a w c t vii O c vR v v c 2ce ca — ro c a ! ca O- o�� CL QCJ �;" •� c to O O N O �+ E OU ®-o''ial� w z O O O an c 0,, O~ Ln (n 0 9J N O U U Cg Ou R7 -0 1 Z O Ca. w v ' y I J z O O J CCI z �® MxM Li ® Z O U O O U O � � Q z O V) ELEVATIONS M1 ATTIC VENT CALCULATION: (SQ. IN.) 1 PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-OB-21 ROOF AREA CALCULATED ® 4135 (SQ. FT.) x 144 = 595440 SQ. IN. / 150 = 3970 SQ. IN. REQUIRED NET VENT AREA / 15 SQ. IN. PER LINEAR FT. (265 LF.) VENT = 3975 SQ. IN. TOTAL NOTE: CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF VENTS FLAT CONCRETE PLE 90/ FELT SELF-ADHESIVE UNDERLAYMENT OVER 301 FELT TIN TAGGED TO EXT. GRADE PLYWD. SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES — 624' O/C TYPICAL W/APPROVED GALV TRUSS ANCHORS EA. END $ SEE PLAN/ ELEV. GALV. MTL. DRIP ON IX2 P.T. 2x8 PAINTED TEXTURED SPRUCE FASCIA CEMEN71TOUS FINISH ON METAL LATH W/ 3' CON71N000S VENTING ON ALL SIDES (TRUSS CO. TO PROVIDE FLAT SOFFIT) MEDIUM TEXTURE DECORA7IVE CEMENTITOUS FINISH OVER 8' CONC. BLOCK NOT TO EXCEED 5/8' THICKNESS R 4.1 FI-FOIL BETWEEN STUDS 0'-0' FIN. FL. SLAB INSULA77ON PER ENERGY CALC. RAT RUNS PER TRUSS MANE. )RYWALL OR 1/2' 'TOUGHROCK' TUAL) APPLIED TO CONT. 8746' MASONRY BOND BEAM W/ 115 CONT. TOP & BOT. - FILL W/ CONC. CONT. METAL POUR STOP 1/2' DRYWALL 1X2 P.T. FURRING ® 24' 0/C EXTERIOR BLOCK WALL TO BE MONO. CONC. FOOTING SEE FOUNDA7101V PLAN TYPICAL WALL SECTION SCALE 3/4' = 1'0' CEMENTITIOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANUF. (MAX. 8' O.C.) ELEVATION ISOMETRIC VIEW SCALE IS 1/8" : 1' D.P = +33.5 PSF -36.3 PSF D.P= +31.9 PSF -34.8 PSF mLwvm ¢nwnL CEMENTITIOUS FINISH ON MASONRY CONSTRUCTION, TYP. -36.3 PSFIIS1 / D.P= +29.9 PSF ' E -32.7 PSF 12 -34.8 PSF D.P.= +28.5 PSF -31.3 PSF -36.6 PSF/ REAR ELEVATION - TRADITIONAL CEMENTITIOUS FINISH ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MANUF. (MAX. 8' O.C.) SECTION A -A - TRADITIONAL IF GARAGE DOOR VERTICAL REINFORCEMENT REQUIRED, ADD (1) r A.B. TO EACH SIDE OF THE BRACKET THRU THE HORIZONTAL 2X P.T. HEADER, 4' MIN. EMBED MAX. 6- FROM EACH SIDE OF THE BRACKET. CONC. COLUMN lx2 MIN. P.T. BUCK SET IN SEALANT AND NAILED W/ STUCCO FINISH CONC. OR MASONRY WEATHER STRIPPING BY DOOR MANF. 1-1/2' CASE HARDENED COI PERIMETER SEALANT 2x6 P.I. BUCK RIPPED GARAGE DOOR NAILS AT 12' 0/C. MAX. CONC. OR MASONRY TO WIDTH OF DOOR JAM GALV. TRACK BY MANE F. FASTENED TO CONC. OR MASONRY a o o' lx6 P.T. BUCK SET IN SEALANT AND NAILED W/1-1/2' CASE HARDENE SET IN SEALANT FASTEN W/ 1/4' DIA. x 3-1/4' TAPCONS 3' FROM E.E. TRACK BRACKETS W/ li:r Oo COIL NAILS AT 12 0/C. .op o AND 12' 0/C MAX. oo° 1/4'-20x1/2' CARRIAGE ° p MAX, '��BOLTS & LOCK NUTS DRYWALL BOARD DOOR TRIM GALV. S7L. TRACK CAULKING BRACKETS FASTENED TO HMO JAMB W/ F`—ALUMINUM FRAME, FASTEN BOARD DOOR FRAME FASTEN TO BUCK W/ 3/16'x1-1/4' LAG SCREWS TO STRUCTURE THRU BUCK W/ 3 16- TAPCON SCREWS CAULKING (2) /6 GALV. x 2' 2x8 P.T. ATTACHED i0 ®12 0/C. MIN. 1-1/4' EMB lqlDRYWALL D DOOR FRAME FASTEN TO BUCK W/ SCREWS 02-0 0/C MANU'S METHOD OF COLUMN W/ 51,80 WEDGE ATTAa#rwT &NALL ANCHORS 0 2'-0 0/C VERT. PERIMETER SEALANT (2) 3/16"x2-1/2" TAPCON DOOR TRIM PERIMETER SEALANT � UM (6" MAX FROM ENDS) AND STUCCO FINISH SCREWS ® 2'-0" O/C 2 FROM INSIDE EDGE OF2X8 HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) STUCCO FINISH JAMB DETAIL (GARAGE DOOR) HEAD/JAMB DETAIL (DOOR) ALUMINUM FRAME, FASTEN TO STRUCTURE THRU BUCK DOOR THRESHOLD SET W/ 3/16' TAPCON SCREWS M 12 0/C. MIN. 1-1/4' EMB D SECURE FRAME TO SILL ALUMINUM FRAMEX;so�o OR FRAME FASTEN BUCK W/(2) 3/16'x IN BED OF CAULK & FASTENED TO SILL W/ WITH SILICONE1/2- TAPCON #8 x 1 1/2" SCREWS PERIMETER SEALANT CAULKINGREWS ® 2'-O' O/C ® 18" O/C STUCCO FINISH PERIMETER SEALANT GONC. OR MASONRY OOR COVERING FLOOR COVERING YYY... 1x2 MIN. P.T. BUCK SET IN •400 'o ° 80 gEALANT AND NAILED t /1-1/2' CASE HARDENED NAILS AT 12" 0/C. 0 : Oa 0 PRECAST OR POURED 0b� O 'O°OIL Q �pIAX. SILL W/ 1 #5 BAR GROUT BED CO;-.E-Rj PRYWALL BOARD IAULKING PERIMETER SEALANT CONCRETE SLAB P3' JAMB DETAIL (WINDOW) SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) I-R, SILL DETAIL/ W d o W � u W a J W �m a w LL -- Li 3 w Z Z i p w Q 4 � ur z a Z c t Oa Ln � to w o an rns c j'a m cu p O p� *2 t= t f0 S C O C -12 7r (D V C (n •; En N m " (DN ro � a C m Ei `o O U N O =O m W c�- o mu o a� � N aj Q ]L H w 0 cm ce O 'o Z o u -0 t Z O OO J m Z 2 Lu ce d O Lu V H LL- Z ® con 0 O O W C7 C J Oo W � 7/d" = 1'-n" I I N n ELEVATIONS Et SECTIONS SEE SHEET A-7 FOR FRAMING DETAILS I i I I I I k I I 01 INTEL SCHEDU B lT LAPPLIED LINTEL LENGTH'{ ALLOWED' LOAD OABEAMED UPLIFT APPLIED UPLIFT PLI LINTEL SPECIFICATION 1 9'-4" 3868 545 1612 240 8F24-iB/1T 2 17'-4" 1413 545 581 240 8F24-1B/1T 3 4'-G" 10000 250 7184 100 8F40-iB/1T 4 4'-0" 10000 250 7184 100 8F40-1B/iT 5 5'-4" 1 5809 264 3057 128 1 BFi6-iB/1T 6 5'-4" 5809 264 3057 128 1 BF16-113/1T 7 3'-6" 10000 104 7428 81 BF16-18/1T 8 4'-0" 10000 980 7184 275 8RF38-1B/1T 9 7'-6" 1078 0 733 0 BF8-1B/OT 10 7'-6" 2882 1000 1548 300 BF16-1B/1T 11 5'-4" 1773 0 1135 0 BF8-1B/OT 12 5'-4" 5809 250 3057 100 BF16-18/1T 13 13'-4" 504 0 396 0 8F8-1B/OT 14 13'-4" 1576 919 711 297 8F20-1B/1T 15 4'-0" 10000 250 7184 100 8RF38-113/1T 16 5,-10" 4721 250 2548 120 BF16-16/1T 17 17'-4" 856 313 374 24-0 BFi6-113/1T 18 19'-4" 736 313 323 24-0 BF16-18/1T 19 10'-6" 1664 250 830 100 BF16-113/1T 20 3'-6" 10000 250 7428 100 8F16-1B/1T 21 7'-6" 2882 233 1548 103 8F16-1B/1T 22 4'-0" 8859 250 5572 100 BF16-1B/1T 23 4'-0' 8859 1043 5572 531 BFi6-18/1T 24 7'-6" 713 0 538 0 8RF6-i8/0T 25 7'-6" 7857 674 3323 230 8F40-1B/1T 26 7'-6" 1078 0 733 0 8F8-1B/OT 27 7'-6" 7857 674 3323 230 8F40-1B/iT 28 4'-0" 10000 250 7184 100 8F56-iB/1T 29 9'-4" 4899 250 2197 100 8F32-18/1T 30 9'-4" 4899 250 2197 100 8F32-1B/iT 31 5-4" 10000 250 5698 100 8F56-13/1T 32 4'-0' 10000 250 7184 100 1 8F32-18/1T 33 4'-0" 8859 250 5572 100 1 BFi6-iB/1T 1 11'-4" T.O.B.B. A79'-4" T.O.B.B. 19 A7 O m °i ad17 m 18 c o -- ---- ---- ---- ---- ---- ---- -- - --- ---- ---- ---- ---- ---- ---- ----- ------ - v I _ _ I I I A7 I I 1s 15 ABV. BLW. I - i ---- ---- -- - mo r-2 S O O A4 13 )BLW. @ 1W° o/c 2 /BLW. �ABV. 24) (25 mm I 0 0 29 ~~ I e r, O a^ A 26 27 BLW. ABV. T_ —_J A4 MIN. RREB AT TOP -1/2" CLEAR r F = FILLED WITH GROUT / U = UNFILLED "' . a C.M.U. QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY z , z GROUT 8F16-1 B/l T p5 REBAR REINFORCING PROVIDED IN LINTEL (VARIES) L L-NOMINAL HEIGHT ® • QUANTITY OF #5 NOMINAL WIDiH REBAR AT TOP 7-5 8" ACTUAL " NOMINAL HEIGHT ;•r. •e Y� 4 � A TYP. Q WALLS 8U8 BF16-013/iT 8F16-lB/lT 8F24-013/1T 8F24-1B/iT 8F30-1B/1T A7 7 O I , I I I I I 5 I I I i I !"x54" ON STAIR SW.LT. / PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08.21 Ld a: m so o W 0 � J � J W W a w LL ui -i o� Q 3 J a Z0 Oa J m O N O J m N z 2 U) ce 0 W x LAD� r E O 0' ® > ii c 1v C — ' li Ur r. -J CV N =I NON MML o • i • • �01 I I I 1ljjjq� I I FZ ¢ P Moisture barr€e v not shown v�5 riiip 5- - ,r #5 re bar min r mm tk+w ewFac nw„ ni t m �+aa a tl� 1 '. k i Ad &hwadu §>y oLk;CwNr NF 6r'kPF/ 5 W of T Rfl BRMG I Can � tlJl(ft 4X2 F It 2 i"vi^2 teVj 19151 , ETI tl�. TYP, MISSED STRAP DETAIL NOTE: TRUSS LOADS HIGHER THAN CHART PROVIDED WILL NEED APPROVAL LETTER TYP. ROOF FLASHING DETAIL N.T.S. NOTE: THIS TYPICAL DETAIL TO BE USED WHERE CONDITIONS MAY OCCUR BASED ON TRUSS DESIGN AND FIELD CONDITIONS 1 TYP. RIDGE CAP & ROOF MEMBRANE 2x RIDGE BOARD (2) SIMPSON H3 CUPS ON 1 SIDE OF TRUSS STAGG. & ATTACHED TO 2x6 CATS 0 24" O/C BETWEEN TRUSS RUN PRE ENGINEERED ROOF TRUSSES SEE FRAMING PLAN FIELD FRAMED RIDGE DETAIL ALL WOOD TO WOOD CONNECTIONS SHALL BE USP HTW20 GAS, G,o r � rGF �`, O n h~. n C ti ILL! ULI ILL! ILLI ---- ---- ---- ---- I I I 5301 UPLIFT TC-1 (0 LO V M C7 M O = 2 2 2 2 2 S 2 _ — — — W U U II----YI----1f'----iT----T------------ -----------T---------------- 50"lli'�011�'�I� a�l�Iii_IiI� oil I I I G7 �I uj uj I►�I 'm _ _.Air_mib'!'m§Ll .- �� b..►��b�L�A� /ice �� �1,� �� �,i,A�. >� � � !� UPLIFT G TC-1 LE . ailISN _-`381# I� EJ - —� I► �! �) EJ Lv EJ it I��) I► I -_-` EJ EJ Ell M EJ lz EJ7 ML EJ7 I EJ7 I I EJ7 EJ7 I EJ7 I I 9'- CL CJ5 I I I CJ3 I I I I U U U CJo1 I 777 7 CJ3 o QJ� U 722# UPLIFT 72 it UPLIFT `� TC-1 1C-1 /G,1 �2 TRUSS CONNECTOR SCHEDULE FASTENERS STRAP PER ALLOWABLE UPUFT PARALLEL LOAD (F2) PERPEND. LOAD (Fi) MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE STRAP TC-1 TA12 5 10d x i-1 ' - 990 1 1 1960 1 335 1 670 1 245 1 490 TC-2 TA14 7 10d x 1-1. - 1205 1 2410 1 335 1 6701 245 1 490 TC-3 HIWMt6 8 10d x 1-1 2' 4 1 4' x 1-3 4' WAB. 1225 1 - 1225 1 - 1225 TC-4 HTA16 9 10d x 1-1 - 1870 2430 1 710 1 13101 2701 1215 TC-5 HTW20 20 lOd x 1-1 ' 24 10d x 1-9 2' 1530 - - - _ _ 11 n VWA .c LWWJ Mc UAMU M Uar UAIALUG 2015-16. 2) BLUR MAY USE LONGER STRAPS OF SAME TYPE SPECIFIED. 3) USE GALVANIZED NAILS OR WOOD SCREWS AS SPECIFIED BY MANUFACTURER. 4) TAPCONS SHOULD BE LOCATED AT THE FARTHEST POINT FROM THE TOP OF THE BEAM. l DIAPHRAGM SCHEDULE (FASTENING REQUIREMENTS PER R803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2E 2R 2N ZONE 3E 3R LOCA17ON PANEL GRADE PANEL THICKNESS FRAMING SPACING REMARKS BOUNDARIES EDGE INTER. EDGE INTER. EDGE I INTER. ROOF APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RA77NG 40120 19 32" 24' 0/C MAX. 8d RING- SHANK 6' PAC 8d RING- SHANK 6' O C 8d RING- SHANK 6' 0 C 8d RING- SHANK 4" O C 8d RING- SHANK 4' 0 C 8d RING- SHANK 4" O C 8d RING - SHANK 4' 0 C BLOCKED AS SHOWN ON PLAN EXT WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RA71NG 40120 19/32 IS. O/C MAX. 8d RING- SHANK 4' 0 C Bd RING- SHANK 4" 0110 8d RING- SHANK 6' 0 C NAIL CORNER STUDS AT 4' 0/C MAX. TYPICAL BLOCK FREE EDGES INT. WALL APA RATED SHEATHING EXPOSURE I, OR EQUAL SPAN RARNG 32 16 15/32 16' 0/C MAX. 8d RING- SHANK 6' 0 C 1 8d RING- SHANK 6' 0 C j 8d RING- SHANK 11' D C I IEDGES BLOCK FREE RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.131 INCH NOMINAL SHANK DIAMETER 2. 3. 1TO 20 RINGS PER R6 ING DIAMETER OOINCH 12 OVER SHANK DIAMETER ROOF NAILING IS IDENTICAL FOR ZONES 2 & 3 4. 0.280 INCH FULL ROUND HEAD DIAMETER 5. 2-1/2 INCH NAIL LENGTH EJ9 EJ9 0 1 1 a 9'-4" l'-4" ®I► E9I® o ® o O ®o 00 p 0 0 0 a A/ 9,4" Cr DRY=R MI 1 til" �L .PAP 1 I,w V,1►����i 1����1►����I����i�����lil��/, ����� �' `I �i�� � ill► " I �' "�' � • I - I I I I - FAA � 1 r-mem,rirrr—,—, ----- ------------------°-- --- -- -- 0 U w w w w 405# UPLIFT TRUSS CONNECTION LIST Q7Y PRODUCT LUS24 42 HTU26 HTU28 HHUS26-2 1 HTU26-2 HGUS28-2 HGUS28-:4, -------------------- LO M U U U ✓59 G,o rcG� TRUSS END DETAIL SQUARE CUT OVERHANGEI w/2x4 LE 2 RETURNS 6 I/ 4-3/8" -]EEL HEIGI-IT 5" I 481# UPLIFT 405# UPLIFT CJ01 I TC-1 I I I I I O\ I JQJ6 1 JQJ _h CJ5 r <11 870# UPLIFT JQJ CJo1 TC-1 eA°G CJ3 r° U `_ 7q, U � LPL EJ5 1 I I 1 ® cJo1 � I I I CJ3 I a., EDGE STRIP DEFINED AS THE LESSER OF 10% 2E OF LEAST HORIZONTAL DIMENSION OF BUILDING OR 40% OF HEIGHT H BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OF BUILDING AND AT LEAST 3 FT. — 1 — — — Tr 2E 2N I I � ` 3R r---------7 I I / ; I 3E 2E 2R NOTE: SEE DIAPHRAGM —� — — SCHEDULE FOR ROOF ZONE A ', NAILING REQUIREMENTS. ROOF ZONE DIAGRAM I CJ5 9'-4" CLG. EJ7 I I =a EJ7 I g I EJ7 405# UPLIFT EJ7 TC-1 I h i EJ7 w w w Lu U Z� M IF VEN E I j I I LG EJ01 0 P 7783 UPUFT cJ01 SEEDTL 6 BGR I RGC UMNT AT 9'-4" r I EJ5 F EJ5 J� JQ EJ5 405# UPUFT TC-1 EJ5 Ui N 0 r EJ5A =J56 w E C Mo x EJ5D 9'4' CLG. M, 12 a c N � Q � 0 0 0 U 0 0 U 530# UPUFT cJ01 lz i CJ3 I � I I CJ5 a 1311 1629# UPLIFT E. (2) TC-1 1� 0 I I I a B09 I I I B08 I I I B07 I I I a B06 I I I B05 Izz I a � B05 I I I B04 I I 604 I I B04 I I I a B03 I I ! B02 B01 1074# UPLIFT E.E. TC-2 CJ5 Izz CJ3 0 tiV6' N `, PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08-21 LLI a M W J m� a ? Lu Z 0 w ul d' no Z ~ Z .J 0 m 0 Z t pa 10 aLn C Cm t C -0�w :3 CID S O" [1 d m y (o s � c c aCU (n y y Ls + c a, � -ccc n a i `o cc o +. QJ Mtn V E 0 =O a7 Luo c � �i d O o a O (n ®' c c p C=7 N N ,O Ind OJ as _0 O H U- ® Z i 0 U^ o Lu o ,--I 6 0 U L J i Ln 1/4" = 1'-0" U.N.O. BRACING M -100 81, WELDED WiRE MESH TRANSVERSE REBAR WHERE OCCURS } SEE FOOTING SCHED. N r"IS 'LSD _• °�. SCHED. OIr EXT. CONT. MONOLITHIC 1 4" 4"4' 1 1" WOOD POST, F78ERMESH OR CONC. SEE FRAMING PLAN WELDED WIRE MESH COLUMN PAD REBAR MATCHING DOWELS SEE F0011NG SCHED. 48 BAR DIA. MIN. EDGE BARS ALWAYS GRADE e'' YV/STD. HOOKS REMAIN. SPACE I' ' OTHERS EQUALLY. F'AD REBAR Eq. EQ. L SEE F0077NG SCHEDULE EQ. EQ. EDGE BARS ALWAYS SEE CHED. REMAIN. SPACE OTHERS SEE SCIEDULE EQUALLY OIN . MONOLITHIC PA ISOLATED PAD S. MATCHING DOWELS FOR COLUMNS 48 BAR DIA. MIN. W/STD. HOOKS m' g T U 3 16 CORNER PLAN PLAN P" ANCHOR BOLTS o AND BASE PLATE SEE STEEL SCFI COLUMN COLUMN SCHEDULE AND CONNECTION DETAILS PAD REBAR SEE 3/ FOOTING SCHEDULE EDGE BARS ALWAYS REMAIN SPACE I I WELDED OTHE S EQUALLY WiRE MESH a4 . . Y SEE SCHEDULE 41 INT. PAD AT STEEL COL, MASONRY WALL BEYOND PAVER RECESS CONC. BRICK PAVER SET IN SAND SLOPE PER SURVEY �C FOOTING SEE SCHEDULE ay' C 71BERMESH OR MESH < WELDED WIRE MESH 1-15 CONE. 3' MIN, COVER 10" TRANSVERSE REBAR ' WHERE OCCURSnCHED. 34 THICKENED EDGE #1 SC 38 EXT. CONT. MONOLITHIC OVERHEAD GARAGE DOOR OHD RECESS zo• DRIVEWAY / GARAGE INTERSECTION 48 BAR DIA. SPLICE --- ' 8'x8' PRECAST }. LINTEL. SEE LINTEL Av SHOP DW(:S FILL COLUMNS AND LINTEL SOLID ;. W/ GROUT �8"x8" FILLED CELLS W/ 1 VERT. (TYP.r TYPICAL DETAIL LINTEL ON COLUMN 48 BAR DIA. SPLICE ... 5.... 4. �. If ir.ar{.Kr4. - SEE BEAM SCHEDULE FOR REINFORCEMENT DIA. N I FILL COLUMNS SOLID � 8'x8' FILLED CELLS W/ PEA GRAVEL CONCRETE SEE PLAN AND COLUMN SCHEDULE FOR REINF. TYPICAL DETAIL BEAM HEIGHT CHANGE CONIC. POURED FILLED CELL STL PER PLAN DOWELL & EPDXY (1) #5 REBAF INTO SLAB 0 FILLED CELL LOCH W/ 4° MIN. EMBED. INTO SLAB TYP. HOLLOW MASONRY BLOCK RUNNING BOND PER PLAN :ONC. SLAB & IONOUTHIC rOUNDATION PER PLAN TEMP FRAMELESS TOP OF KNEEWALL W/ PT 2X TOP PLATE & 1/2" GL W/ CUPS PLYWD & 1/2" NON ASBESTOS FIBER CEMENT BACKER BOARD 1/2- WALL CAP KNEEWALL W/ NON ASBESTOS FIBER CEMENT BACKER BOARD MTL FRAMING ON SHOWER TUB SIDE KNEEWALL W/ DRYWALL & TILE FINI H FINISH THIS SIDE PT 2X SILL PLATE FENDER TER ASHTAPlR S� FENDER WASH R TO SLAB T 0 ROMAN SHWR LLB m LLLLL I o LLLLLL TYP. KNEE WALL SECTION 1/2" = V-0" R-40 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS ALL INSULATION SHALL COMPLY WITH FBC R302.10 FLAME SPREAD COMPLIANCE 25. SMOKE DEVELOPED INDEX 50. 1 . � s � • 1 • r r: 1 ,1 1 11 On OR 0 6'-6. otI3 I AO 4 IIIL�JJII 12' IN. AC CONC. PAD DETAIL N.T.S. 1� 1j1j1 1 DRYER VENT (2) 110 SM.S. TOP & BOTTOM 0 EACH STUD FINISHED CEILING - SEE (2) /10 SM.S. TOP & BOTTOM TYP. WALL 5EC77ON 0 EACH STUD 2x6 BLOCKING 0 CABINET LOCATIONS. FASTEN EA, END TO STUDS W/ (2) /10 FINISHED CEILING - SEE S.M.S. EA. END (} lJ TYP. WALL SECTION CONT. 25 GAUGE METAL TRACKS 25 GAUGE CHANNEL SHAPED STUDS- TOP & BOTTOM W/ (1) PO SMS 0 24" Oj 1 (2X4 STUDS 0 i6- 011C) (2x6 STUDS 0 25 GAUGE CHANNEL SHAPED STUDS 24' 0/C) W/1 FULL LENGIH LAYER OF 24' O/C W/1 FULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD O 1/2" TYPE GYPSUM WALLBOARD O APPLIED VER71CALLY & ATTACHED W/ APPLIED VERTICALLY & ATTACHED W/ 1' LONG BUGLE HEAD SCREWS 1' LONG BUGLE HEAD SCREWS TO EACH SIDE 0 12' 0/C TO EACH SIDE 0 12" O/C CONE 25 GAUGE METAL TRACKS TOP & BOTTOM CONC. FLOOR SLAB CONE FLOOR SLAB HIL71 PINS .145" DIA x 1' LG. HIL71 PINS .145' DIA x i' LG. 0 16- O/C W/ i" WASHERS 0 76' 0/C W/ i- WASHERS TYPICAL INTERIOR PARTITION ALONG CABINETRY BACKING INTERIOR PARTITION SCALE 3/4" = 1°0' A 2 a/a" = 1'-0^ GARAGE CEILING 2x4 STUDS GARAGE FLOOR ELECT. PANEL f CHASE G :w 0 0 w l FINISHED CEILING OPT. 2x WD BLOCKNNI EACH SIDE OF I FOR MOUNTING 2x MTL STUM TYP. CEILING 16" TYPICAL FRAMING 0 16" O.C. ZZ o� = w � U O FINISHED FLOOR i N 0 I ENG. AND APPROVED WOOD TRUSSS SEE TYP. WALL SECTRION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR SCHEDULE SELECT CONNECTOR BASED ON LOADS SHOWN ON FRAMING PLANS INSTALL PER. MFR. SPECIFICATIONS SEE PLAN OL 4'-0" MAX.~ - CONE MASONRY BOND BEAM - CONE POUR STOP - 8" C14U WALL r PRE-ENG WOOD TRUSSES SEE TYP. WALL SECTIONS ACTUAL HEEL AND OVERHANG CONDITIONS f U P RT22 STRAP. FASTEN TRUSS iu DBL. TOP PL W/ (7-i0d) NAILS EA. SIDE STRAP DBL TOP PLATE TO STUDS W/ 1746 GA. 'U' STRAP OVER TOP PLATE AND DOWN EACH SiDE W/(6-10d) NAILS TYPICAL 20 STUDS 0 16" 0/C STRAP BOTTOM PLATE TO 57UDS W/1-118'xi8 GA. 'U" STRAP UNDER BOTTOM PLATE AND UP EACH SIDE W/(6-10d) NAILS TYPICAL STRAP KNEE WALL TO TRUSS W/ USP HRS12 RAT STRAPS TO EA. STUD W/ (14) 10d NAILS 2x4 CROSS BLOCK 0 24" O/C TYP. TOE NAIL EA. END W/(3) 16d NAILS TYPICAL TRUSS A� CONNECTION DETAIL D VERIFY W/ TRUSS g" MFG. PRIOR TO PRE-ENG fFABR. "4" 2" 0. GIRDER VERT. BLOCK BY TRUSS MFR. (4) 3/4" DIA. THRU-BOLTS 04, EACH GIRDER o " a 0 I \ N 3/16" �� i14" TH. WELDED STEEL SEA T. TUBE STEEL COLUMN SECTION SIDE VIEW SEE SCHEDULE e CONNECTION DETAIL i." of 0 w N j1 USP KCCQ44 OR SiMPSON CCQ44sds2.5 FASTEN PER MAWE SPECS 56801 MAX. WOOD POST SEE FRAMING PLAN (6) i14"x2-112- LG. SDS SCREWS TO POST SIMPSON HOU5 HOLD DOWN 56W MAX. NAIL SILL PLATE THROUGH TO CROSS BLOCK W/2-16d NAILS AT EACH TRUSS FRAME KNEE WALL 2x4 STUDS 0 24" 0/C W/ 19/32' EXT. SHEATHING TOE NAIL TRUSS TO CAP W/3-76d NAILS PRE-ENG. WOOD TRUSSES SEE TYP. WALL SECTIONS \ ACTUAL HEEL AND OVERHANG CONDITIONS 2x4 CROSS (1) 5/8" DIA. BLOCK 0 24° WEDGE ANCHOR O/C TYP. TOE 4" MIN. EMBED. NAIL EA. END RE BEAM OR BOND BEAM WEDGE ANCHORS 0 24" G/C W/3"x3'xi/� STEEL WASHERS EMBED (4) MIN. W/(3) i6d NAILS TYPICAL TRUSS CONT. 2x4 RIBBON W/ 3-i6d NAILS EA. STUD A7 CONNECTION DETAIL ALLOT*IBLE LOAD 1061,J/7PUSS UPLIFT PRE-ENG WD, TRUSSES 0 24" 0/C (SEE CONNECTION SCHEDULE) 79/32' EXT GRADE PLYWD. NAILED 0 6" 0/C AT PANEL EDGES & 12- 0/C FOR 7HE REMAINING FIELD W/ 10d NAILS 2x8 VERTICAL. NAILED TO ROOF TRUSS W/ (3)10d NAILS, NOTCHED AND TOENAILEI7 W/ (3) 10d NAILS TO PLYWOOD ON BLOCK WALL. (3)i12'x6- PCS. EXTERIOR PLYWOOD CUT TO CONTOUR OF ARCH, SHOT TO WALL W/ 3" PINS 0 12" O/C (1 1/4- EMBED) E-O'u'T DETAIL. A7 SCALE: 1 4 = i -0 PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08-21 uj < Lu J g r` uT w z Z w ; Q Z 0 Q " ^°� 0 ® Z t ® a 0 ,n ro o rn ;E mre cu 2 p c ccu ra co ra T O -0 s = +' vc , 3 w . v 0 -u � -6 ro m w -u -a 'o ao+® i rm-- p.0 9m�7 ..-. C VY V N E -p O LLI ® E E a(ED: 12 °' s rn m c ® c a a� w 52 6 i E L_ c O `Q Cce. v � j O ®_ O J m Z m d U- F- Q z con O U O LJJ 9'-4. O ® CJ J r _J W x 1/4' = 1' 0° U.N.O. DETAILS — — — — — — — — — — — — — — — — — — — — — q:1 --------------------- PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10.08.21 ELECTRICAL SCHEDULE QTY NAME 1 CAT6 HR 11 CGFI_RECEPT 2 DED_RECEPT 1 DOOR CHIME 3 DUP220_RECEPT 31 DUP-RECEPT 4 EXHAUST FAN 6 FAN BOX 1 FDUP_RECEPT 6 FLOUR. CLG. FIX. 2 GARAGE OPENER 9 GFI_RECEPT 40 HI HAT 3 HI HAT_VP 1 HVAC STAT 8 INCAN. CLG. FIX, 4 INCAN. WALL FIX. 4 SD 3 SDCM 2 SDUP_RECEPT 34 SWITCH 4 SWITCH DISCONNECT 12 SWITCH-3-WAY 3 SWITCH-4-WAY 3 TV 1 UCDUP_RECEPT 1 USBDUP_RECEPT 4 WPDUP-RECEPT CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNIT LOAD. B. GENERAL LIGHTING CALCULATED 0 2802 (SQ.FT.) x 3 (WATTS/SQ.FT.) = 8406 / 14 (GEN.LTG.CIR.) = 600.4 (WATTS/EA.) C. A/C CONTRACTOR SHALL SIZE A/C UNITS. A/C UNITS SHOWN ARE FOR ELEC. CALC S. ONLY. ELEC. PANEL "A" 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 2 AHU HEAT STRIP #1 2 60 6 0 9.6 2 A/C COMPRESSOR #1 2 40 8 0 0 2 AHU HEAT STRIP #2 2 60 6 0 9.6 2 A/C COMPRESSOR #2 2 40 8 0 0 2 ELECTRIC COOKTOP 2 50 6 10.0 0 2 DRYER 2 30 10 5.0 0 2 WATER HEATER 2 30 10 4.5 0 1 LAUNDRY 1 20 12 1.5 0 2 OVEN/MICRO COMBO 2 40 8 10.0 0 1 DISHWASHER/DISPOSAL 1 20 12 1.2 0 1 REFRIGERATOR 1 20 12 1.2 0 3 SMALL APPLIANCE 1 20 12 4.5 0 1 BATH GFI 1 20 12 1.5 0 14 GEN. LIGHTING 1 15 14 6.0 0 45.4 9.6 1 St 10,000 at 100% = 10.00 REMAINDER AT 40% = 14.16 A/C LOAD AT 65% = 12.48 TOTAL = 29.68 x 1000/240 = 152.8 AMPS ♦ / /j i MASTER i SUITE rN MASTER BATH 9 C COVERED LANAI GREAT ROOM ------ / BFLOOR OUTLET-- i CENTER OU 20M T1 M ELECTRICAL NOTE: FIELD VERIFY OUTLET DIMENSIONS PRIOR TO / INSTALLING CABINETSGFI i ♦ / N ♦ / 9 2'EDROOM,3/ ISP. AIR N iSWITCH KIT a o � V-6' 0 2Uin' FOYER / ACi1VE EQ ///EQ/ / .-6' `` // 6 D C R \ / " L �. DEN / ININ6 \ 4 / NOTE: PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL RECEPTACLE AND LIGHTING OUTLETS INCLUDING SMOKE DETECTORS PER 2017 NEC 210-12 (8). NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0-SC91208 KIDDE SMOKE-21007581 C/O 21006377-N 1 I � I I "� COVERED ENTRY I ------------------�1 NOTE: ALL EDGE OF SNATCH PLATES TO BE NO LESS THAN 4" FROM OPENINGS NOTE: GARAGE PUSH BUTTON LOCATED 0 60" ABV GARAGE FLOOR 72" MAX. NOTE: THERMOSTAT TO BE 62" A.F.F. AND 9' HORIZONTALLY FROM ANY CORNER OF WALL OR OPENING PER PLAN *NOTE* - ALL ABOVE COUNTER AND ISLAND OUTLETS TO BE DECORA - ALL SWITCHES TO BE DECORA Plans are Prepared for the Builder and not any Planned or Future user / Home owner of the Subject Property and any Modifications, Deletions and other Changes Authorized by GHO Homes Corporation or other GHO entity are Permissible to included, but not be limited to Electrical Design Modification, Fixture or Outlet or Circuit changed, Combinations or Changes. All Final Work shall be at a minimum Equal to Code minimums and any changes are only Permissible if Suggested and complete by a licensed Electrician so long as Applicable Codes are Met and Load Sufficient to Meet GHO's minimum Level of Service and Operation. ELECTRICAL SYMBOLS ® NEST um RECESSED DUPLEX RECEPTACLE SWITCH TELENSION JACK DETECTOR EYEBALL AT 12' A.F.F. SINGLE POLE 4 PRE WIRED SECURITY USB STATION DU BASE RECEPTACLE $ SWITCH 220 V. RECEPTACLEj> FLOOD LIGHTS F.P.&L. METER T THREE WAY AT 12" A.F.F. O SMOKE g & DISC. DUPLEX RECEPTACLEa SWITCH HVAC DETECTOR I® BREAKER THERMOSTAT SMOKE / CARBON PANEL AT 8' ABV, COUNTER FOUR WAY ® MONOXIDE DETECTOR R Q INTERCOM EXHAUST (D DUPLEX RECEPTACLE $ SWITCH AT 60' A.F.F. SWITCH FAN FLUSH IN FLOOR T RHEOSTAT TELEPHONE OUTLET EDJ DISCONNECT �p F L EXHAUST FAN DUPLEX RECEPTACLE$ SWITCH ® AT 12' A.F.F.X PADDLE FAN W/ LIGHT GROUND FAULT i DIMMER TELEPHONE OUTLETW/ OR WO/ LIGHTLV DOOR FLUSH IN FLOOR FLUORESCENTaR RELEASE DUPLEX SWITCH SPEAKER Z FiruREaG. AINTED. VOLUME TOP REC. SWITCHEDE KEYED ® IN CLG. INCANDESCENT LIGHT CONTROL V GH FIXTURE CEILING MNTD. QUADRUPLEX TII WA RPROOFPTACLE KEYPAD WALL KOUTLET INCANDESCENT LIGHT RECEPTACLE MTh DUPLEX RECEPTACLE ❑j JUNCTION SPEAKER FIXTURE WALL. MNTED. II UNDER COUNTER BOX 4 H1 HAT ® LOW VOLTAGE HOME RUN ® TRANSFORMER C7 Cf C. MOUNTED INTERCOM DOOR CATS © ® HI HAT FB FAN BOX STA17ON CHIME T HOME RUN VAPOR PROOF IN CLG. 2 a 200 AMP SERVICE ❑ METER DISC. O A" PANEL 200 A (1) sErs of (3) 14/0 aKG. THWN IN 2' CONDUIT 5/8' GOX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFOREING BAR IN THE FOUNDATION 20'-0" LONG MIN. ELECTRICAL RISER DIAGRAM 22 x54' CL DN STAIR 3 W/SW. CT. 3 BAY W.H. ELEC. PANEL W d m _J W J W a- = LLr Z Z C C Z J o �[ zw O m LL LL W d. a m Z t 0 a 0 c rns a S ro N` T 0 � n0 no rn(Wn On o- s to x a +' C7 u3 c 2 (D�T-o .toC W -0 aM E. 7oFacc ��� aLn �E o�Lo x o o ahe tn W N ca ca r `� 9 t z O J M z 2 LU Ce 0 J }LL Z O O W o O Q w 2: J Ln 1/4" = 1'-0" U.N.O. ELECTRICAL E-1 0 PROJECT LOG ISSUED FOR START 07-28-21 ISSUED FOR PERMIT 10-08-21 GH 0 HOMES M W-1007 9412 MEADOWOOD DR FORT PIERCE, FL 34951 TOTAL AI R VOLUME CUBIC FEET = 28580.4 DO NOT SCALE DRAWING )N •1 ON W W J u i a = z LL LL z o Q o � 0 a ++ w c ro �n C Lu cC0 "` O 3 O N n rn N '`o c L S a O +-e C7 vi c 1n m — io c L o c c n n Jj .� `o M ca E �_ N N 7S OCL fO c -_ E O > F V O rn C ® C C7 vi O CLn Z t Z O IJ O J m ul QZ N Lu C: ce 0 U H c }- Z O �O U O w O J e Q -12:U) Lu 1/4" MECHANICAL M-1