Loading...
HomeMy WebLinkAboutApproved PlansGENERAL NOTES CONCRETE NOTES SONRY NOTES PLAN OTES FRAMING NOTES ELECTRICAL NOTES PROJECT LOG_ 1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, ISSUED FOR PRECON 03-02-17 _ .B. - AND SHALL HAVE STRENGTH IN S 1. PROVIDE P.T. FIRESTOP HORIZONTAL CEILING & WALL INTERSECTIONS OR THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION 1. CONTRACTOR SHALL VERIFY WITH ELECTRIC PROVIDER THE LOCATION OF SERVICE ISSUED FOR PERMIT 03-29-17 1. THESE DRAWINGS WERE PREPARED USING THE 2014 FLORIDA BUILDING CODE (F ) 1. CONCRETE SHALL CONFORM TO ASTM C94 94 1. CONS ETE UNITS R . ( ASTM C 90.90. A TM GRADES NI OR Nil. PROVIDE PRECAST THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS AND SHALL LOCATE METER & PANELS AS REQUIRED. DAYS AS SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED LINTELS, S NECESSARY. (Pm = 1500 PSI) 8'-0" O/C V T. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718. 2. TYPE OF CONSTRUCTION: CLASS V, UNPROTECTED, GROUP R3 OCCUPANCY PE OTHERWISE) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318-11 DESIGNERS LAYOUT. 1 BLDG COMMENTS O4-18-17 FLORIDA BUILDING CODE. AND ACI 301-05. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH 2. MORT R TYPE M, PER ASTM C 270-92. 2. AL ING WITHIN 24" AND PARALLEL TO A DOOR SHALL BE TEMPERED. 2. ALL WIRE SHALL BE THHN COPPER. UNLESS NOTED OTHERWISE. ACI 530-11, WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS 2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC.) 3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADOPTED THE 3. CEL , LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, ALL GLASS IN CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSION 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL B COUNTY AND ALL APPLICABLE AMENDMENTS. 2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE: SLABS ON VAPOR 3,000 SI. PEA GRAVEL CONCRETE. SID IGHTS, SLIDING GLASS DOORS AND FRENCH DOORS SHALL BE TEMPERED. OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL COPPER OF EQUAL AMPACITY. BARRIER -3/4", BEAMS AND COLUMNS - 1-1/2", FORMED CONCRETE BELOW REVISIONS ACCORDINGLY. 4. THESE DRAWINGS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING EN ELOPE GRADE - 20, UNFORMED CONCRETE BELOW GRADE - T. ENFORCING: 3. EGR SS WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF 4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE. ENERGY REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY. TOOLS. GRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 24" HIGH, 20" WIDE, 3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THI 3. REINFORCING STEEL: GRADE 60 (FY=60,000) ASTM A615-94. RTICAL: AND MIN NET AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS 5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO 5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WI DOW WINDO . THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE PART OF THE DESIGN. CONSTRUCTION. UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTE 13 4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH A. A TM A615-94 PER REINFORCING SECTION (GRADE 60). THE FLO R. 4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER ENERGY EFFICIENCY SECTION; "THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUC _ AS PUBLISHED BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS B. W EN A FOUNDATION DOWEL DOES NOT LINEUP WI A VERTICAL CORE, IT SHALL 4. IN A AS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL BE DETERMINED ENGINEERING CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED SPECIFICATIONS. 6. REGISTERED BAITING SYSTEM FIR TERMITE TREATMENT TO BE INSTALLED NOTED OTHERWISE. NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL ALIGNMENT, EVEN USING ABLE 2405,3& .3A OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED. ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES AND MONITERED BY THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL. PER F.B.C. 2 TH UGH IT IS IN AN ADJACENT CELL TO HE VERTICAL WALL REINFORCING. FOR ENGINEER'S REVIEW PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS 7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS. 5, ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED T SAFELY 5. P OVIDE A MINIMUM OF 4" CLEAR ALL AROUND AIR HANDLER UNITS. IS A COURTESY BY THE ENGINEER AND IN NO WAY RELIEVES THE TRUSS SUPPORT ALL LOADS DURING CONSTRUCTION. . VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF MANUFACTURER OF HIS RESPONSIBILITY TO PROVIDE A LAYOUT THAT FULLY 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT )A.H ROM THE MASONRY. . ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, INTEGRATES WITH THE ENGINEER'S SUPERSTRUCTURE. IF THERE IS ANY CONFLICT OR PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER - 6. CONCRETE BEAM SIZES MAY INCREASE (8" MAX.) AS REQUIRED FOR ARC ITECTURAL J PERS OR TRANSFER GRILLES. ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL NOTIFY THE ENGINEER RECOMMENDATIONS. DETAILS FOR TO FIT BLOCK COURSING, DROP BOTTOM OF TIE -BEAM AS RE IRED AT ICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN WRITING OF THE SPECIFIC AREAS OF CONCERN. WINDOW AND DOOR BEAMS (28" MAX.) AND ADD (2) #5 BARS BOTTOM IF DRO COLUMN SCHEDULE. T A/C NITS MAY HAVE CONC. PAD OR OTHER APPROVED MATERIAL EXTENDING ABV. 9. PROVIDE GFI BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS A EXCEEDS S". ADJOIN G GRADE OR SHALL BE SUSPENDED A MIN. OF 6" ABV. ADJOINING GRADE. 5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC, EQUIPMENT. SHOWN ON PLANS. co COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON ICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE c 7. DOWEL COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND UOUS TO THE TIE BEAM. PRECAST LINTELS SHALL HAVE OPENINGS TO ALLOW TRUSS DRAWINGS. 10. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE UL APPROVED AND AS (L oP NUMBER OF DOWELS AS VERTICAL BARS ABOVE. RCING BARS TO CONTINUE UNINTERRUPTED. GA GE NOTES SELECTED BY BUILDER. 6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CLIPS, TOP AN a o ro BOTTOM EACH STUD, AS PER CODE. 11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN. ^ 8. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED NTAL: `$° LLI CID AND SHALL BE WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND 1. OPE INGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 7, STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE "TIMBER 12. PROVIDE PRE -WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS. J rb uv NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE. LAP 48 BAR DIA. IN. ZONTALREINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SOLI ODD DOORS NOT LESS THAN 1-3/8" (35 MM) THICK, SOLID OR HONEYCOMB CONSTRUCTION MANUAL" AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER J M Lo X ULE. C STEEL DOORS NOT LESS THAN 1-3/8" (35 MM) THICK, OR 20-MINUTE CONSTRUCTION. 13. DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 8 DUPLEX RECEPTACLES. w U j > Ai @ 9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S "MANUAL OF TANDARD E-RATED DOORS. d Nco LL PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLI HED ERAL: 8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATE 14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR uC BY THE CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWI 2. UCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING ZLLUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-05/A.S.C.E. 7-10/T.M.S. TH DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAG PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE COUNTER SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210-e(a). Z ?, r 10. DAMAGE PR ILITIES FRO THERING IS NEGLIGABLE PER 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE (0.4 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENING OR OTHER CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE. FBC TABLE R 1.2(1). COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. INTO THE GARAGE. 15. ALL CLOSET LIGHTING SHELL COMPLY WITH NEC SEC. 410.8. � •am 9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND p � ,> > p� B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-10/ BRIDGING USED DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING J E 3. TH GARAGE SHALL BE SEP E EFROM T ESIDENCE AND TIC AREA BY Q � T.M.S. 802-05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENT RY1 CIRCUITS AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. Lo ^ 1 NOT ESS T 112" MM YPSUM BOARD APPL D TO T . ARAGE SI O 10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0" MUST BE ENGINEERED AND DETECTORS SHALL BE TANDEM WIRED SO ALL DETECTORS SOUND SIMULTANEOUSLY. o ON SPECIFICATIONS FOR MASONRY STRUCTURES. Z to STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE) 17. PREWIRE FOR GARAGE DOOR OPENER SENSOR. � ru 6. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS 0 o FFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONT. CELL. O U N D/"ATI O N NOTES OT RWISE NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL 18. ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12. REQUIRED FOR ALL d ST. LUCI E COUNTY PRODUCT OVAL T CL OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED WALL HICKNESS). 120-VOLT, SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS CELLS A EACH LIFT OVER4'4' HIGH, CLEANOUTS SHALL BE SEALED AFTER DWELLING UNITS. CLEANING NO INSPECTION, AND BEFORE GROUTING. 1. FLOOR SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH ON 12. DIM NSIONAL LUMBER SHALL BE SOUTHERN PINE. N0.2 OR BETTER AND SHALL GLASS ATTACH. METHOD TYPE, SIZE, SPACING BUILDING DESIGN PRODUCT DESIGN 0.006 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL PROVID ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER 19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM, OPEN ID PRODUCT MODEL # MANUF. DESCRIPTION AND EMBED. `FILL ALL MANUF. HOLES PRESSURE PRESSURE USES. 9 PSI IN HORIZONTAL SHEAR AND SHALL HAVE A MODULES ELASTICITY OF 2. ALL REINFORCING STEEL TO BE GRADE 60. 1600 KS OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY. ALL MANUFACTURES LABELS SHOWING a) c A FL 15332.3 R-3 9080 SGD MI &IDRSWS NON IMPACT 3/16"j12' 0/C MAX. SPACINEMBED D.P.= +28.4 PSF -31.3 PSF +� PSF -�I/ PSF 3. COLUMN AND WALL CENTERLINES SHALL COINCIDE WITH FOOTING CENTERLINES 13. N -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2z4 a@ 16" O.C. U FACTORS AND SHGC COMPLIANCE '� 0) 0 @ @ �3S,o - / STEEL UNLESS NOTED OTHERWISE. STU W/ 1/2" GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL W/ 1" LONG WITH FBC ENERGY CODE MUST 7 p N C a 5/16"X 1.5/ LAG SCREW AT EA. JAMB BRACKET D P = +28.4 PSF +39.2 PSF �3.7 PSF B LE HEAD DRYWALL SCREWS @ 12" O.C. MAX. .O = N'o O FL 9174.10 R-11 9100 OHD 16070 WAYNE DALTON N/A 7'-0' DOOR HGT. = 4 BRACKETS EA. SIDE 4. FOOTING DESIGN BASED ON ASSUMED SOIL BEARING CAPACITY OF 2500 P.S.F. PLUMBING NOTES REMAIN ON ALL DOORS AND WINDOWS = 1n L @ O g -34.7 PSF 1. STRUCTURA STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESI 14. METAL LATH OVER SHEATHING SHALL BE 3/8" V-GROVE OR DIMPLED. FASTEN TO UNTIL INSPECTIONS ARE APPROVED=@•, .'a0 E, S W/ 1-1/4" MIN. EMBED CORNERS @ D.P.=+29.9 PSF FABRICATION ND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" 2005 EDITION 5. FILL PLACED WITHIN 5'-0" OF THE CONSTRUCTION PERIMETER SHALL CONSIST BSTRATE AT 4" G.C. AS FOLLOWS: O'O M L X FL 7630.2 R-5 3080 EXT DR THERMA TRU SGL IMPACT 1/4" TAPC6N +50.0 PSF -50.0 PSF 1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 405, L C = O E W/SIDELITE 4" & 18.33" O/C MAX. SPACING -32.7 PSF MATERIALS S ALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLO S: OF CLEAN WELL GRADED SAND COMPACTED TO ACHIEVE A MINIMUM OF C NCRETE: 3/4" LONG STUB NAILS W/ 3/8" HEAD. HORIZONTAL AND VERTICAL WOOD +••" @ H SHAPES, P ES A-36 BOLTS - A 307-00 TUBULAR - A500.01a GRADE 8 (42 KSI) 95% MODIFIED PROCTOR ASTM D 1557. F MING MEMBERS W! NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4" PENETRATION F.B.C. 3 3 O N C 2 MI WINDOWS 3/16NTAPCONS W/ 1-1/4" MIN EMBED D.P =+31.9 PSF +55.0 PSF -55.0 PSF INT HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4" PENETRATION INTO VERTICAL y= - O NON IMPACT 2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C. O - 1 FL 17499.6 SH 35 & DRS 12" O/C MAX. SPACING -34.7 PSF 2. WELDE CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY 6. ALL MONOLITHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF WO D FRAMING MEMBERS. ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS '>(O:+.O "STRUC RAL WELDING CODE". ELECTRODES FOR FIELD AND SHOP WELDS SHALL TRANSFER REINFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, SH LL BE BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT @ q) C O CD 2 3. DISPOSITION OF RAIN WATER SHALL COMPLY WITH F.B.C. PLUMBING CODE O U) () (D MI WINDOWS 3/100TAPCONS W/ 1-1/4" MIN EMBED D.P.=+33.4 PSF +60.0 PSF -60.0 PSF BE A. .S. A5.1 E70XX. BUT ONLY IF REQUESTED BY THE BUILDING OFFICIAL. OV RA RIB WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1" LEG, CHAPTER 11. p- C �.;:,, c N,F FL 15349.1 R-8 6020 TRANSOM NON IMPACT @ N p •- 2 8 DRS 12" 0/C MAX. SPACING -38.3 PSF 7/ 6" CROWN METAL. MTL. FRAMING SELF TAPING SCREWS #12 x 1!2" WASHER HEAD. C - @ `Y O. 7. CONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 250D PSI MIN. APLES SHALL NOT BE USED FOR SOFFITS OR CEILINGS. O a E to 3/1®"TAPCONS W/ 1-1/4" MIN EMBED DP=+29.9 PSI. 4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 10'-0" FROM ROOF JACKS. O +•, 1v y (� y •�` 3 FL 17499.6 (2) SH 26 MI WINDOWS NON IMPACT +50.0 PSF -50.0 PSF C & DRS 12' O/C MAX. SPACING -32.7 PSI. 8. DAMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER 15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE O,.. N >, TABLE R301.2(1). CRF 112G 1 112" LONG AND .120" DIAMETER U.N.O. 5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING. .. E O' N N @ Oa C FL17499.6 MI WINDOWS 3/1B'TAPCOWW/1-1/4"MIN EMBED D.P,_+31.9PSF +55.0 PSF -55.0 PSF 46 @ to12O 4 SH 35 & DRS NON IMPACT 12" OIC MAX. SPACING -34.7 PSF 16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY WITH ALL 6. INSTALL CHASE PIPE FOR HVAC. E " L y c O. SUPERIMPOSED WIND LOADS PER F.B.C. 2010 & ASCE 7-10. > > C cp -O a � N 5 FL 17499.6 (2) SH 25 MI WINDOWS 3/18" TAPCONS W/ 1-1/4" MIN EMBED D:P=+29.9 PSF +55.0 PSF -55.0 PSF O 0) = C @ C MECHANICAL NOTES `� mI= Cu @ U) °' & DRS NON IMPACT 912.0/C MM. SPACING _ -32.7 PSF LLj vS� Cu C 00)) c D BEAM SCHEDULE NOTES I- W @ �-°)_ °'� " +55.0 PSF -55.0 PSF 1. ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT O 0 o O N c co "- 3/16 TAPCONS W/ 1-1/4"MIN EMBED D.P.=+31.9 PSF 6 FL 17499.E SH 35 MI &IDRSWS NON IMPACT � 12" O/C MAX. SPACING -34.7 PSF +55.OPSF-55.OPSF THESE PLANS WERE PREPA SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE "FLORIDA BUILDING Z 0-00-0 0.0,2 7 FL 17499.E (2) SH 25 MI WINDOWS NON IMPACT 3/18" TA' -32 ONS W/ 1-1/4" MIN EMBED D.P.= .PSF USING THE 2014 FLORIDA BUILDING CODE 5th EDITION 1. ALL COMPOSITE LINTEL (MARK "L") TOP BARS SHALL BE CONTINUOUS UNLESS CODE MECHANICAL AND CHAPTER 28 OF THE FLORIDA BUILDING CODE. & DRS A122. 0/C MAX. SPACING -32.7 PSF OTHERWISE NOTED. MI WINDOWS NON IMPACT 3/16" TAPCONS W/ 1-114" MIN EMBED D.p.=+29.9 PSF +55.0 PSF -55.0 PSF 2. ALL BOND BEAMS (MARK "BB") REINFORCING SHALL BE CONTINUOUS THROUGH BOND g FL 17499.E (2) SH 26 & DRS 12' O/C MAX. SPACING -37.7 PSF BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS. THESE ARE SUBJECT TO ANY CORRECTIONS WAND ALL PROPOSED ORK CONCEALED FASTENERS OA ATTACHMENTS MI WINDOWS 3/19" TAPCONSWI 1-1/4" MIN EMBEG D.P.=+33.4 PSF +55.0 PSF -55.0 PSF 3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8" TO REQUIRED BYFIELD INSPECTORS THAT ARE THE AEEpCN3111LIrf op THE 9 FL 17499.6 SH 15 & DRS NON IMPACT a 12" O/C MAX. SPACING -36.3 PSF FIT BLOCK PROPOSED SINGLE FAMILY RESIDENCE BY: 4.REFERTOCON vBENECE66q[1 APPLICIN ABLE CODS. 4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL OCI'IHLY WITH ALL APPLICABLH CODEi. ANNI►�A�A �� HEa�MO �■u■u■� SPECIFICATIONS. I- 4-1 \/ES LOAD SCHEDULE ABBREVIATIONS a I a o 0 IL J1 O O L E T LOCATION LIVE DEAD PART'N TOTAL ABV ABOVE M.C. MEDICINE CABINET AFF ABOVE FINISHED FLOOR M.R.H. MEAN ROOF HEIGHT V GROUND FLOOR 40 50 10 100 ® LCi AHU '. AIR HANDLER UNIT M.T. METAL THRESHOLD SECOND FLOOR 40 15 10 65 B.F. BI FOLD MAX. MAXIMUM ROOF 30 18 0 48 B.P. BI PASS MFR. MANUFACTURER N 0 HLK. BLOCK MICRO. MICROWAVE o cq RESIDENCE ATTIC 20 10 0 30 BLW. BELOW MIN. MINIMUM 0 N 0 BUCHANAN BRG. BEARING M.O. MASONRYOPENING WIND: BTM. BOTTOM MONO. MONOLITHIC CLGO . CEILING MTL. METAL O �..i ULITIMATE WIND SPEED = 160 m.p.h. CMU CONCRETE MASONRY UNITS O.H.D. OVER HEAD DOOR A N D E COL COLUMN O/C ON CENTER BISCAYNE BUILDING RISK CATEGORY = II CONC. CONCRETE P.L.F. POUNDS PER LINEAR FOOT /VV^ BUILDING DESIGN AS ENCLOSED CSMT. CASEMENT P.S.F. POUNDS PER SQUARE FOOT III���III EXPOSURE = C DBL. DOUBLE P.S.I. POUNDS PER SQUARE INCH DIA. DIAMETER P.T. PRESSURE TREATED LOT 44 ROOF DEAD LOAD FOR WIND DISP DISPOSAL PKT. PARTITION DESIGN TAKEN AT 10 p.s.f. DP DESIGN PRESSURE PKT. POCKET DR. DOOR PLYWD. PLYWOOD ATTACHMENT METHOD BUILDING DESIGN PRODUCT DESIGN PRODUCT MODEL # MANUF. TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC 1/4" TAPCONS W/ 1-1/4' MIN EMBED PRESSURE PRESSURE FL 15353 MI WINDOWS 37.7 PSF +54.0 PSF -54.0 PSF MULLIONS MAX. 84" VERT. & DOORS (4) FASTENERS PER CLIP TOP & STM. (2) 10d RING SHANK NAILS ROOFING NOA NO. 16-0314.06 EAGLE ROOFING -83.4 PSF -172 PSF BEL- AIRCONC.TILES PRODUCTS ROOFING NOA N0. 12-0417.0E BORAL TILESEA MEMBRANE: 1 OR MORE PLIES OF BORAL TILESEAL WA N/A UPEEL SBS UNDERLAYMENT PRODUCTS UNDERLAYMENT W/A MIN, 3' HEAD LAP & MIN. 6" END LAP & STICK PEEL &STICK SIDING STUCCO N/A N/A N/A N/A 1-1/4" RING SHANK ATTACHED TO UNDERSIDE OF TRUSS N/A SOFFIT STUCCO N/A SPACED @ EVERY HI RIB (4- O/C) W/ 718" EMBED. PER NA1L. N/A HURRICANE PANELS FL 16293-R1 HURRICANE STOM PANEL 114" -20 X 3/4" S.S. 37.7 PSF +49.0 PSF -56.0 PSF 120" MAX. SPAN GALV STEEL PANEL ANUUF CTURIN KNURLED STUDS 12-1/2" O.C. TOP AND BTM INC. NOTETHIS STRUCTURE IS DESIGNED IN ACCORDANCE DW DISH WASHER R.O. ROUGH OPENING WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE E.E. EACH END S.C. SOLID CORE AND ASCE 7-10. DESIGN PRESSURES FOR EXTERIOR ELEC. ELECTRICAL S.G.D. SLIDING GLASS DOOR DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS. ELEV. ELEVATION SF SQUARE FOOT COPYRIGHT 2017 WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY E.S. EACH SIDE SH SINGLE HUNG THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE EXT. EXTERIOR SMS SHEET METAL SCREWS FACTORS TO OBTAIN TEST PRESSURES. F.B.C. FLORIDA BUILDING CODE ST. STIRRUPS F.R. FIRE RATED STL. STEEL J FIR FRENCH DOOR SW SWITCH FIN. - FINISHED TEMP. TEMPERED W Q FL, FLOOR T.B. THROUGH BOLT LIJ TYPICAL "MI" WINDOWS THERMA TRU EXTERIOR DOORS G.T. GIRDERTRUS3 T.O. THROUGHOUT 0 Z GA. GAAUUGE T.O.B.B. TOP OF MASONRY BOND BEAM GALV. GALVANIZED T.O.PL. TOP OF WOOD PLATE < r , O GFI GROUND FAULT INTERRUPT T.O.T.B. TOP OF TIE BEAM LL V _ - = n = Its 11 El GLASS TYPICAL W L.L E® GWB GYPSUM WALLBOARD U.N.O. UNLESS NOTED OTHERWISE U) IE!!!N lemon GYP. BD. GYPSUM WALLBOARD UL UL UNDERWRITERS LABORATORIES HGT. HEIGHT V.I.F. VERIFY IN FIELD LI..I Q HIPS. HOOPS W.A. WEDGE ANCHORS 7 Z z n rl MH NH HR HOUR W/ WITH L HS HORIZONTAL SLIDING WC WATER CLOSET Q O (,A INS. HIGHINSUV LOCION TY HURRICANE ZONE WD. WOOD Q V O U PLAN /ELEVATION SYMBOLS LEGEND a a ARCHED OPENING SEE PLAN OR ELEV. 18 g' 36° 52 g° 25;` GT-. INTER LONG IOR � U) O Lu InrT -r1 LIN. LINEN To (� ' I I Iw�I I I GROUT FILLEDPLAN CELL SEE v L.T.T.(LAUNDRY TUB U m Q J B-# IGHT BEAM LABEL MASONRY CONSTRUCTION SH 15 SH 25 SH 35 SH H35 TYPICAL (D m m 2x P.T. WOOD BUCK H Ow NON -BEARING FRAME M.O. 20 1/8" M.O. 38" M.O. 54 1/8" M,O. 2T 1/2" SHOWN TMR4. D RAW I N G INDEX M J 2 U) FOOTING LABEL CONSTRUCTION F# Ix, 2x, OR 5/4 BOARD M.O. 35 1/4" W " " (70o 1/4' = V-0" U.N.O. Ix, 2x, OR 5/4 BOARD M.O. 3'I I/4" W M.O. 41 I/4 W M.O. 55 1/2 W # REVISION P.T. WOOD BUCK P.T. WOOD BUCK X W 1/2" H ST. LUCIE CO BUTILDING DIVIMION C-1 COVER SHEET X 98 I/2" H X 98 I/2" H X 98 I/2" H COVER BEARING FRAME �� m AEVIER'ED FOR C A-1 FLOOR PLAN �. CONSTRUCTION # SCALE 38 l0 38 REVIEW BY A-2 ELEVATIONS DATE SHEET EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB PLAN T ST BE KEPT ON JOB A-3 SECTIONS AND DETAILS EDNORTH ARROW ELEV. \ OR NO INSPE ION WILL BE IIADE. A-4 FOUNDATION PLAN ELEV BEAM HEIGHT CHANGE �\ SH 35 A-5 FRAMING PLANS✓.'.:.. DETAIL 2680 EXT DR 2880 EXT DR 2880 EXT DR 3080 EXT DR W/ 14" SIDELITE A-6 BRACINGALAN` '. BREAK LINEDWG. SCALE m $ (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) y hh Sys 0'-0"FIN. FL. SLAB FLOOR ELEVATION E-1 ELECTRICAL PLAN ��.,.. / M-1 MECHAN DOOR INSTALLATION NOTE: DOOR BUCKS USED IM,4Y BE 2x& OR Ixb. ICAL PLP � 0 2 f " TYp. WIND CONCRETE SCREWS USED TO SECURE THE POOR FRAMES TO THE OPENINGS MAY BE ANGLED SLIGHTLY WITHOUT APPRECIABLE LOGS IN RESISTANCE - MW=44 INTERIOR BAY WINALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES. _/`,� SCALE: 1/8"= V-0" GRAPHIC SCALE O COLUMN LABEL ELEVATION y / / PROJECT LOG ISSUED FOR PRECON 03-02-17 A - - - - - - - - - ISSUED FOR PERMIT 03.29-17 - 4 45'-0"HE a. M LLI i 00 W �, .. J d 0o x J @ Ln a L1J M u > > z mLL w �12 z 001 0 C) >>6 J cam^ Z m o Z 02 N00 O Q N C a. " p W �•� N Co �� .0 C C m= to N'O O O Nl" a) z- O au .0p a>w " cc m: - E 33oEOc2 a) a)1: �p ° TOP OFKNEEWALL@42"A.F.F.-_ �� G y UO Oo to U EEO 22-o0 oo E U n T BTM OF HDR @ 96' A.F.F. .O N 7 O U cc °- 15 0u32So > C 0-° QsU N fnCm ma1�a=i OLLI ui 0 In m m a.�r.� 0oa°ioa�i=aa'i: Zu -oo-oO _ c N �J U o v n 1UIFJq O C( O 0O v :0 V ti d N O O Q OD - C o U W C) o d O N W LL uj (nj > q z Z Q z R-30 BLOWN -IN FIBER GLASS INSULATION AT ALL A/C AREAS z Q U p O ALL INSULATION SHALL COMPLY WITH FBC R302.10 C) O w o FLAME SPREAD COMPLIANCE 25. _ rn N SMOKE DEVELOPED INDEX 50. V , E1 J OLu J L m ALL CEILING AND WALL FINISHES SUCH AS PAINT SHALL v4"=V-0" U.N.O. 0 PHOT CELL = COMPLY WITH FBC R302.9.2 AND BE LESS THAN THE VALUE OF 200. FLOOR fV PLAN A=1 l I 4 z ,MW=44 15'-4" 15'-6" � 14'-2„ T-8" T-8" , 5'-10" 8'-4" , , , ; , , � CAFE ----N ---------------• . � , 9'-4"CLG. ,� a , i i O I PATIOS �'' 9'-4"CLG. Y' a � MASTER m> 4 6,_4„ DELETE STANDARD BACKS SH �'O SUITE � SUPER NITC EN PAC GE _ � _ -4" CLG. / 10'-4" COFFER CLG. KITCHEN CONVENEN E PACA GE N KITCHEN ' WALL BACKING @ 60" A.F.F. � ' � o SEE ELEC. � S9'jl"CLG. O ¢ �® I I O O� COUNTER ' kkkS ' HIS ERS i � W.I o O O .I.c LIVNG ; r° ROOM di a DINING ,o'-a"CLG. ; ------------ , ROOM 9'-4"CLG. o '-11" i , M 1 I I O I I I � I ' (� ' T I I I io O ' S � -1 E BA'fTl suLAr�oNBATH MASTER 4 01. ' I I in 9'-4" CLG. . ELETE ILL � AP DIS E ' M.C...' I -- a U � � :'V 4LL 1CK NE @ 80" A.F.F. q C ETE AL � SE ELEC. - 8'-4" � S DISHE V.I.C. g - WALLBAC NG@60"A.F.F. "� O Nz ;FOYER SE ELEC. ih ayn tFG ' 9'-4"CLG. I I �? K o io I I I DEN BEDROOM #2 � I I � 9"-4"CLG. 9'-4" CLG. 4"-8" DRYER � © VENT. V.T.R. ' � 5'-8" LINEN I �� � OPT. D. I iL •LNDRY� OI ' `O O 9'-4"CLG, � 4 I I I I v1COV4'.7' ' ENTRY WALL AND CEILING OF GARAGE TO BE SEPARATED FROM ° RESIDENCE AND ATTIC ABOVE o N L.T. 4 ' " ; � 9'�" CLG. I I © o BY 1/2" GYPSUM BOARD ATTACHED - - - - - N -EW TO GARAGE SIDE 20 MIN. SOLID CORE - - -- � DOOR W/RABBETED JAMB OVERSIZED, 2'�3" 2'-0" I 5'-4" 2'-0" WEATHERSTRIPPING I AND SELF -CLOSING V ' HINGES PULL DN. STAIR � , - W/SW. LT. , I I I SMOOTH COAT STUCCO FINISH Y EXCEPT AT DRYWALL N ' ' ' 0 I I 2 BAY GARAGE 9'-4" CLG. ' , I I I I I I I ' � Do— `-------------------- I I I I I 3 O I ' ' I I 11'-2" „�_2" 4' 4" I 7'_4' 11'-0" 22'-a" _ � z2'-6^ 45'_0" ' AREA SCHEDULE NAME AREA Conditioned Space 1954 sq ft. .Garage 535 sq ft. Entry 51 sq ft. Porch 180 sq ft. Total 2720 sq ft. INTERIOR OPENING SCHEDULE OPENING ID R.O. WIDTH R.O. HEIGHT PRODUCT CODE E 2'-10" 8'-1" 2880 F 1'-8" 8'-1" 1680 G 2'-10" 8'-1" 2880 H 2'-8" 8'-1" 2680 I 2'-10" 8'-1" 2880 J 2'-3" 8'-1" 2480 K 2'-10" 8'-1" 2880 L 3'-6" ARCH TOP @ 8'-8" SPRING @ 8'-0" M 5'-O" 8'-0" 2680 PKT N 2'-8" 8'-1" 2680 0 2'-10" 8'-1" 2880 P 2'-8" 8'-1" 2680 Q 3'-8" 9'-4" ARCH TOP @ 9'-4" SPRING @ 8'-O" R 2'-10" 8'-1" 2880 T 4'-10" 6'-9" (2) 2880 FRpRS MULTI LITE V 3'-6" 8'-0" ARCH TOP @ 8'-8" SPRING @ 8' EXTERIOR OPENING SCHEDULE OPENING ID R.O. WIDTH R.O. HEIGHT GRILLE PRODUCT CODE 1 4'-57/6" 5'-3" No SH 35 (EGRESS) 2 6'-0" 2'-0" No 6020 FG (TEMP) 3 6'-3" 6' PROJECT LOG ISSUED FOR PRECON 03-02 ISSUED FOR PERMIT 03-29 HIGH DENSITY FOAM MOLDING FLAT ROOF MEDIUM TEXTURE DECORATIVE CEMENTITIOUS FINISH ON CMU BLOCK WALLS. TYPICAL. 1� A3 m zo IMPACT GLAZING ON FRONT ELEVATION SMOOTH STUCCO PANEL 1 AO DP=+29.9 PSI, X DP=+29.9 PSI. -32.7 PSI. -32.7 PSI. SMOOTH STUCCO SMOOTH STUCCO PRECAST STUCCO PANEL BASE SURROUND FRONT ELEVATION - ENTRY FOAM MOLDING DETAIL 2 ENTRY STUCCO DETAIL J \ TYP. WINDOW STUCCO DETAIL A3 13'4" T_O.G.T 9'-4" T.o.s.B. SMOOTH BAP a = 4.5' _ _13'4' T.O_G.T. 9'-4" T.O_B.B. 9'-4 MEDIUM DECORATIVE CEME FINISH ON CMU BLOCI _ _ _ 0'-0" FIN. FL SLAB II -I ---- BASE o ' N 2 6,-0' DP=+33.4 PSI. -36.3 PSI. MEDIUM TEXTURE DECORATIVE CEMENTITIOUS FINISH ON CMU BLOCK WALLS. TYPICAI.. -31.3 PSI. -32.7 PSI. REAR ELEVATION - CLASSIC DECORATIVE CEMENTITIOUS FINISH ON CMU BLOCK WALLS. TYPICAL. a i +31.9 PSI. -34.7 PSI. _ N— _ — _ _ _ _ _ — _ — _ — _ — _ — _ _ _ — _ — _ — _ — _ — _ — _ — _ — _ _ — _.�� LEFT ELEVATION - CLASSIC -0" F.F. SLAB 9'-4" T.O.B.B. SMOOTH STUCCO BASE 0_-0-0" F.F. SLAB 0'-0" F.F. SLAB cc co O W m V a 00 o m ^ W $ co J 00Ln .J x W d =HELL Z mLL w Dom^ Z N O >.a c0 7 O Q _j C�cNp 0 aLo O 0-0 O N c 0 L a N v � 13) 0 �3:0E a) N 2 rl CCU: (D ��viowc`» ac'�;_,cv_�,� U o O QO O o�Ltyca._ >(D �rn ma>f°aci LlJ cli o c N C -a �— ) m CLma CL�.��.o)-4 Z 0.00moo o•oo o E o CL O � V 00 ti E Lo,y N p .-. t o N 0 ® a1 0 QF17- U Z W W Q orf U_ o j CD c/) z Z Q 'ZQ QUO O Q `* W U 7 o a W i4" = 1'-0" U.N.O. ELtVATIONS —4J EU06W44 ENG. AND APPROVED WOOD TRUSSES TYP. WALL SECTION FOR ACTUAL HEEL AND OVERHANG CONDITIONS SEE TRUSS CONNECTOR NOTE " INSTALL PER, MFR. SPECIFICATIONS SEE PLAN i III Lft—CONT. MASONRY R STOP 8" MU WALLBOND BEAM TYP ROOF BRIG A3 VI CONT 2x4 VERT. + 2'-0" O/C NAIL TO TRUSS W/ (3) I&d NAILS IS/32 EXT. PLYWD. SHEATHING NAIL PER DIAPHARCM SCHEC / II II ___ul__ -------__-- CONT 2x4 HORIZ. NAIL TO VERT W/ (3) i&d NAILS. IX4 BLOCKS ALONG ARCH NAIL TO PLYWD, EACH END W/(3) IOd x 1-1/2" COIL NAILS NOTE: MAY BE ATTACHED TO V£RICAL TRUSS MEMBE FOR DESIRED INSTALLATION DUE TO TRUSS PROFILE DISCREPANCIES PRE-ENGINEERED WOOD ROOF TRUSS a 24" O/C SIMPSON MGT W/ 22-IOCI A::::NAILS INTO TRUSS (U 5/8" ANCHOR INTO BEAM W/ 5" MIN. EMBED. SET IN EPDXY CONC. TIE BEAM OR MASONRY BOND BEAM MAX, UPLIFT • 3965" (2 A CONNECTION DETAIL SECTION VIEW 3 A CONNECTION DETAIL #5 REBAR AT fVP MIN. (1) REQ'O n 1-1/2" CLEAR F = FILLED WITH GROUT ° a C.M.U. U = UNFILLED QUANTITY OF #5 REBAR AT U 2 = BOTTOM OF LINTEL CAVITY ¢ p S w_ GROUT 8F16-1B/1T #5 REBAR REINFORCING 1E L 1 1 PROVIDED IN LINTEL (VARIES) `NOMINAL 1 HEIGHT L QUANTITY OF #5 • NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL 8" NOMINAL HEIGHT 5 ••t TYP. @ WALLS 81.18 8F16-0B/1T 8F16-1B/1T 8F24-OB/1T 8F24-18/1T 8F30-16/1T TYPICAL LINTEL DETAIL 9'-4" T.O.B.B — — 0'-0" F.F. SLAB WASHER DRER 28-1/2" PACE DRYER VENT i L-DRYER VENT LOCATION FRONT VIEW CONC. OR MASONRY ALUMINUM FRAME, FASTEN TO BUCK W/ 1x4 P.T. BUCK SET IN SEALANT AND NAILED CEMENTITIOUS FINISH 3/16" x 2 1/2" TAPCON W/ 1 1/2" CASE PERIMETER CAULKING 2x P.T. BUCK SET IN SCREWS @ 12" O.C. HARDENED COIL NAILS CONC. OR MASONRY SEALANT, FASTEN W/ @ 12" O.C. MAX. 1/4" DIA. x 3-1/4" PERIMETER SEALANT 1x4 P.T. BUCK SET IN TAPCONS3" FROM E.E AND 6" O.C. MAX. CEMENTITIOUS FINISH CONC. OR MASONRY SEALANT AND NAILED W/ 1/2" CASE Oo ° 1 ° o° 00 —CONC. OR MASONRY Oo HARDENED COIL NAILS DOOR TRIM 1x4 P.T. BUCK SET IN h ° Do o°O o @ 12" O.C. MAX. O SEALANT AND NAILED DOOR FRAME, W/ 1 1/2" CASE FASTEN TO BUCK W/ HARDENED COIL NAILS DRYWALL BOARD DRYWALL BOARD (2) #6 GALV. X 2" @ 12" O.C. MAX. CAULKING CAULKING SCREWS @ 2'-0" O.C. DRYWALL BOARD ALUMINUM FRAME, DOOR FRAME, DOOR TRIM FASTEN TO BUCK W/ FASTEN TO BUCK W/ PERIMETER SEALANT CAULKING 3/16" x 2 1/2" TAPCON SCREWS @ 12" O.C. I I SCREWS @ 2'-0" O.C. CEMENTITIOUS PERIMETER SEALANT FINISH CEMENTITIOUS FINISH HEAD/JAMB DETAIL (DOOR) JAMB DETAIL (WINDOW) HEAD DETAIL (WINDOW) JAMB/HEAD DETAIL (S.G.D.) CONIC. OR MSRY. COLUMN DOOR THRESHOLD SET WEATHER STRIPPING IN BED OF CAULK & BY DOOR MFR. UMINUM FRAME FASTENED TO SILL W/ GARAGE DOOR CURE FRAME TO SILL #8 x 1 1/2" SCREWS TH SILICONE @ 18" O.C. GALV. STL. VERT. TRACK DOOR FRAME, PERIMETER CAULKING BY MFR. FASTENED TO XCAULKING FASTEN TO SILL W/ TRACK BRACKETS W/ #6x2"SCREWS FLOOR COVERING 1/4"-20x1/2" CARRIAGE @ 2'-0" O.C. BOLTS 8 LOCK NUTS .o O -P. 0 O GALV. STL. TRACK '0 .06.' QO° 0 FLOOR COVERING ° TBRACKETS O TO WOOD JAMB VY/ °: .•.;.; s.,.,; .,.,:,:.o CONC. FLOOR SLAB 3/16"xl 1/4" LAG SCREWS 2x8 P.T. ATTACHED TO PRECAST OR POURED SILL 0 o O bo O po o. PERIMETER CAULKING MFR.'S METHOD OF COLUMN W/ 5/8" WEDGE .NLTNT PERIMETER CAULKING GROUT BED TT SHALL JANCHORS@ 2'-O' O.C. VERT ' PREVAIL WHEN SUBMITTED (6" MAX. FROM ENDS) AND (6 CONCRETE SLAB W/ COMPLETE INSTRUCTION FROM INSIDE EDGE OF2x SILL DETAIL (DOOR) JAMB DETAIL (GARAGE DOOR SILL DETAIL (WINDOW) SILL DETAIL (S.G.D.) DIAPHRAGM SCHEDULE(FASTENING REQUIREMENTS PER R 803.2.3.1) DIAPHRAGM NAILING DIAPHRAGM ZONE 1 ZONE 2 ZONE 3 PANEL FRAMING BOUNDARIEE EDGE INTER. EDGE INTER. EDGE INTER. LOCATION PANEL GRADE THICKNESS SPACING REMARKS ROOF APA RATED SHEATHING 8d RING- 8d RING- Sd RING- 8d RING- 8d RING- 8d RING- 8d RING - EXPOSURE 1, OR EQUAL 24" O/C SHANK SHANK SHANK SHANK SHANK SHANK SHANK BLOCKED AS SPAN RAfi NG 40/20 19/32" MAX. 6" O/C 6" O/C 6" O/C 6" O/C 6" O/C 4" O/C 4" O/C SHOWN ON PLAN. APA RATED SHEATHING 8d RING- 8d RING- 8d RING- NAIL CORNED STUDS EXT. EXPOSURE 1, OR EQUAL 16" O/C SHANK SHANK SHANK AT 4" O/C MAX: TYPICAL WALL SPAN RATING 40/20 19/32 MAX. 4" O/C 4" O/C 6" O/C BLOCK FREE @AGES APA RATED SHEATHING 8d RING- 8d RING- 8d RING- INT. EXPOSURE I, OR EQUAL 16" O/C SHANK SHANK SHANK BLOCK FREE WALL SPAN RATI G 32/16 16132 MAX. 6" O/C 6" O/C 12" O/C EDGES ROOF NAILING IS IDENTICAL FOR ZONES 1 & 2 RING -SHANK NAILS TO HAVE THE FOLLOWING DIMENSIONS: 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3.16 TO 20 RINGS PER INCH 4.0.280 INCH FULL ROUND HEAD DIAMETER 5.2INCH NAIL LENGTH TRUSS CONNECTOR SCHEDULE FASTENERS PER AT RAP ALLOWABLE UPLIF PARALLEL LOAD (F2PERFEND. LOAD MARK USP CONNECTOR TRUSS TIE -BEAM OR WALL SINGLE STRAP DOUBLE STRAP SINGLE STRAP DOUBLE- STRAP SINGLE STRAP DOUBLE STRAP TC-I TAI2 (5) IOd x 1-1/2" - 990 • 19800 335 • &TO • 245 " 490 TC-2 TA14 f V loci I-I/2° - 1205 • 2410 « 335 &TO • 245 • 490 " TC-3 HTWMI& (8) IOd x 1-1/2" (4) 114" x 1-3/4" WAM. 1225 • - 1225 " - 1225 • - TC-4 HTAI& (9) loci x 1-1/2" 1 18T0 • 2430 • -110 " 13100 2-10 • 1215 " TC-5 HTW20 (20) IOd x 1-1/2" (24) 10d x 1-1/2" 1530 • - - - - - SCREWS AS SPECIFIED fBY MANUFACTURER. 4) TAPOONS SHOJLD BE LOCATED AT THE FARTHEST PONT FROM THE TOP OF THE BEAM, CEMENTITIOUS MTERIAL ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MFR. (MAX. 8'-0" O.C.) 0 O DP=+33.4 PSI. -36.3 RSI. IM _SLOPE d{ O FINISHED PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. TYPICAL R-19 INSULATION VERTICAL SOFFITS ER ENERGY CALCS1 / R-30 INSULATION @ CEILING LOCA (IONS PER ENERGY FOYER LIVING ROOM FLAT CONCRETE TILE 90# FELT SELF-ADHESIVE UNDERLAYMENT OVER 30# FELT TIN TAGGED TO EXT. GRADE PLYWOOD SHEATHING (SEE DIAPHRAGM SCHEDULE FOR TYPE & NAILING PATTERN) PRE-ENG. WOOD ROOF TRUSSES — @ 24" O.C. TYPICAL W/ APPROVED ANCHORS AT EACH END SEE PLAN/ ELEV. GALV. METAL DRIP — ON 1x2 P.T. 2x8 PAINTED SPRUCE STUCCO ON METAL LATH ATTACHED TO LEDGER & 2x4 P.T. BLOCKING W/ 7"44" VENTS @ 6'-O" O.C. NO VENTS ON FRONT ELEVATION (TRUSS MFR. TO PROVIDE FLAT SOFFIT) CEMENTITIOUS FINISH OVER 8" CONC, BLOCK R 4.1 FI-FOIL BETWEEN SOAP NICHE 12 0'-0" FIN. FL. SLAB i° N 12 6 4 PER ENERGY CALC. RAT RUNS PER TRUSS MFR: 5/8" DRYWALL OR 1/2" "TOUGHROCK" (OR APPROVED EQUAL) APPLIED TO UNDERSIDE OF PRE-ENG. WOOD TRUSSES FIRE STOP CONT. 8"x16" MASONRY BOND BEAM W/ 1 #5 CONT. TOP & BOTTOM, FILL W/ CONCRETE CONT. METAL POUR STOP 1/2" DRYWALL 1x2 P.T. FURRING @ 24" O/C WOOD BASE MONO. CONC. FOOTING SEE FOUNDATION PLAN FOR NOTES AND DETAILS TYPICAL WALL SECTION SCALt 3/4" = 1'-0" a: EDGE STRIP DEFINED AS THE LESSER OF 10% 2 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. y I�\ i 'I I . . 4_24 ----- I I 3 L— — — — — ------- �, 1 I I I O I j-- ----------> I O 1 —t--a— — — — — — — — I NOTE: SEE DIAPHRAGM 2 2 y, 2 SCHEDULE FOR ROOFZON 2 NAILING REQUIREMENTS. ROOF ZONE DIAGRAM CEMENTITIOUS MTERIAL ATTACHED TO METAL LATH ATTACHED TO UNDERSIDE OF TRUSSES RAT RUNS PER TRUSS MFR. (MAX. 8'-0" O.C.) 1=1 1=1 III III I, • , • • • 111111 i •,:e sL O E SECTION A -A - CLASSIC -_-_9}4UO_B. �►�` SECTIONUS Aid' DETAILS A—.1 L"a Nm44 PROJECT LOG ISSUED FOR PRECON 03-02-17 ISSUED FOR PERMIT 03-29-17 e„ MATCHING DOWELS FOR I�8 COLUMNS 48 BAR DIA. 8" MATCHING DOWELS FOR COLUMNS 48 BAR DIA. CONC. TI, MIN. W/ STD. HOOKS FIBERMESH OR WELDED WIRE MESH TRANSVERSE REBAR WHERE OCCURS FSEE FOOTING SCHED. m V d a z w U N MIN. W/STD. HOOKS FIBERMESH OR WELDED WIRE MESH TRANSVERSE REBAR - GRADE COLUMN MATCHING DOWELS 48 BAR DIA. MIN, W/ STD. HOOKS y •. ° ^�� A. ' U Z rn ° ° o cs� D o a-q---o•" - - - WHERE OCCURS SEE F OT NG SCHED. A - - FIBERMESOR W.W.MH�� __ __ .___"i WWPM y a - - - • - - V mom EQ. EQ. - -PAD REBAR SEE FOOTING SCHEDULE EDGE BARS ALWAYS OEXT. SCHED. CONT. MONOLITHIC SCHED. O EXT. CONT. MONOLITHIC 1-#5 CONT. 3" MIN. COVER . 10, OTHICKENED EDGE STEPI SEE SCHED. REMAIN. SPACE OTHERS EQUALLY ISOLATED PAD FOOTING SCHEDULE MARK SIZE (WXD) REINFORCING DESCRIPTION DETAIL NO. F-1 20" x 18" W/ 2 #5 CONT. BOT. EXTERIOR MONOLITHIC 1 F-2 20" x 18" W/ 2 #5 CONT. BOT. EXTERIOR MONOLITHIC @ RECESS 2 F-3 T-0" x T-0" x 12" H W/ 4 #5 EA. WAY, BOT. ISOLATED PAD 4 TE-1 10" x DROP x CONT. W/ 1 #5 CONT. THICKENED EDGE @ DROP 3 COLUMN SCHEDULE MARK SIZE -TYPE DESCRIPTION C-1 8" x 8" BLOCK CONC. BLOCK W/ 1 FULLY GROUTED CELL W/ (1)#5 VERT. EA. CELL @ 8'-0" O.C. MAX. OR AS LOCATED ON PLANS C-2 8" x 16" BLOCK CONC. BLOCK W/ 2 FULLY GROUTED CELLS W/ (1)#5 VERT. EA-. CELL C-3 8" x 12" BLOCK CONC. BLOCK W/1 FULLY GROUTED CELL W/ (2) #5 VERT. C-4 IRREGULAR BLOCK 450 MITERED CONC. BLOCK W/ (2)#5 VERT. IN FULLY GROUTED CELLS C-5 12" x 12" BLOCK CONC. BLOCK W/1 FULLY GROUTED CELL W/ (4) #5 VERT. 0 io M iM M 4 n F l G .� 5"_K 5'_PAVER ----------------- I,'�I♦ C1 .. -- LE 1 TE-1 q3 -0 'A" e 3' -8" 3' - " 1' 8" 3' 0" - - - , w NOTE: 'I a .PAVERS@ I COV. ENTRY, -_ F3 ___---___-- , 2, 4" 2'-0' 5'-4" 2'10"- ..�_., lk'_A/C CONDENSATE O O C1 CS C3 UNDER SLAB O2 w cp 0- g W o m Lo v J � a j ? cl) LLJ Z m; Ld 0 z _T `Ln �w?rn CIA < J c to z Q 0 ® eo uv 0 c 0 .0 d _-0 q ao d �) •'m=oo=o �0E 1: m "1: cm C�c= ac��cu�i EAm9).ov40 0dome +E 0 OW•7'aUND> O CV) C N m p.co O` O a)"�.LyCd++ HI) c0 sUd �oo')15 )may LLIvi _"raa))c� H-'oo a 0-2 w •N Zco»U�o'D� E C 'o G r V 0 � � E a� N o %.. Im D® r ui ns F2 Z Ljj LIJ TIN in ® F, ,'. C7 0 z 0 _ A/C PAD Q � y O j 8 W X 5-1/2" DEEP RECESS ( V _J FOR PAVERS (FOOTING DEPTH;. q W ffnn `^ MEASURED FROM BOTTOM OF RECESS) W/ 8" W R 3/4" DEEP RECESS BEHIND (SLOPED) Z Z .� zQ V 0O O SLOPE 2"---"--► Q �/+, O w J m F2 0 < H ON PHOTO CELL---H_.B. C-Iv _ __. �y - ---- _-__--= -�En -- --_-------- -- - C2 4 J � -- � - N 1/4" _ l._O�� U.N.O. G, O FOUNDATION TYP. T-BYz" 3'-5'/" T-5Y., T-8YE' 11'_2" PLAN A-4 3 le?, MW=44 LINTEL BEAM SCHEDULE 1 B/FT LINTEL LENGTH ALLOWED LOAD APPLIED LOAD ALLOWED UPLIFT APPLIED UPLIFT LINTEL SPECIFICATION 1 17'-4" 2047 532 872 247 81`34/161T 2 T-6" 6113 773 3547 253 8F16/181T 3 5'-10" 4242 266 1900 181 8RF14/161T 4 7'-6" 2661 245 1634 162 81F16/1131T 5 7'-6" 2661 1470 1634 505 8F16/1B1T 6 51-4" 5365 234 2290 100 81`16/1131T 7 5'4" 5365 0 2290 0 8F16/1B1T 8 10'-6" 1533 0 1183 0 8F16/1B1T 9 17'-4" 950 765 404 200 8F16/1B1T 10 7'-6" 2661 282 1634 128 8F16/1B1T 11 T-6" 2661 1105 1634 397 8F16/1131T 12 54" 5365 1095 2290 502 - 8F16/1B1T 13 7'-6" 2661 575 1'634 232 8F16/1B1T I yH I 11 i I * - ----- ----- ----- ------------- i i ----------------------------- I i ' - - - - ----------------- 7F- D, ^_ { i � I 12� i II II I! I�-J -L�All 3 O ' I I I -- - 3 ILL I I o i I -------------------- ' 3 , ' � 3 ' I ' I i ' , , , , , I i ' 3 ; m loom tok PROJECT LOG ISSUED FOR PRECON 03-01 ISSUED FOR PERMIT 03-29 513#MAX. UPLIFT E.E. TC-1 298# MAX. UPLIFT E.E. TC-1 331# MAX. UPLIFT E.E. M } ED z a z D_ w > TC-1 co a M I- OD CO W h r r� ti r� h U U w w u.l w LU LU w w w w 1 ! 1 1 t t i t t I i 1 ti n r Lo W LU W W W w w U IWAMNA rlW MILES l I %i% / ,,,,•,Moll i m r VANZIEN!" pod"', Aor mgAwpw I -4" CLG. ' Ell INEVENINEW! ldbl It, '01 � 67 � 4 FA Al PAW of W J aD } m z To Ir n 9'-4" WALL HEIGHT co w� 0 � W o m a ? yMLL J Z m°LL Z /0ajm ° 7 T a z J cn co ° z co O ro o 0 t a ya :3;9yc0'00cc0 �ao"o°y `-''19=0o~0 � o0Eoo= r-2 -f Y accooyo E-c)g.40 o�EImv�� �o°'�oo NE Ct fl-C n.... y � 0)0 O m o 0 W y,C 0 0cn �-0 �CD aa0, Z 00.0 00 0--o 46 O ICI � L E Q. ,� O L. O ® L% r � ti Qi d Lo N E O O _ N O 1 0 ®.�• c!) ICI U Z W UJ n o ®_ Z u) 2 ca o �� U Z z J `- Q _ U 0O p Z°' O �� W _ — J O v U w o 2 CD 1' = T-0" U.N.O. BRACING L PLAN L A-6 [47N=44 GARAGE CEILING (4) 2x4 METAL AS SHOWN TIC GARAGEFLOOR 5 a 0 00 LL w w In ELECT. PANEL / CHASE ELEC. PANEL 200 AMP CIRC. DESCRIPTION POLE BRKR WIRE VA. 100% 1 AHU HEAT STRIP 2 1 60 1 6 0 9.6 1 A/C COMPRESSOR 2 1 40 1 8 0 0 1 coo TOP 2 50 6 10.0 0 1 DBL OVEN 2 50 6 10.0 0 1 DRYER 2 30 10 5.0 0 1 WATER HEATER 2 30 10 4.5 0 1 WASHER 1 24 12 1.5 0 1 MICROWAVE�1 20 12 1.5 0 1 DISHWASHER /DISP. 1 1 15 12 1.2 0 1 REFRIGERATOR 1 1 20 12 1.2 0 1 SMALL APPLIANCE 1 20 12 1.5 0 1 BATH GFI 1 20 12 1 1.5 1 0 12 GENERAL LIGHTING 1 15 14 5.8 1 0 43,7 9.6 1st 10,000 at 100% = 10.00 REMAINDER AT40%= 13.48 A/C LOAD AT 66% = 6.24 TOTAL = 29.72 29.72 x 1000/240 123.8 AMPS lU SETS OF (3) 04/0 AWG, THWN IN 2" COMEDUIT 200 AMP SERVI E C3 METE DISCGO ,IAII PANE 200 A 5/a" GDX 10' CU SUPPLEMENTAL GROUND ROD AND TO ONE REINFORCEING BAR IN THE FOUNDATION 20'-0" LONG MIN, ELECTRICAL RISER PIAGRAM FIELD VERIFY LOCATION AT FRAME WALK I. 4'-0" 4 ;r PULL STANDARD CA9C E OUTLETSR & INTERIOR ELEVATION - "WallMountedTW OPTION PUMP & TIM DEDICATED OUTLETS LIVING ----------- , r-USB OUTLET 1 TV & °WR I • @ 60" A.F.F. I 1 ' - � I I I I I 1 1 � 1 I J' I I A -——�" -------------- , / I I I 1 I I \ 1 I w.l.c. w.l.c. I I ------------ I I , 1 . 1 a �1 1 ` \ 1 MASTER BATIK 1 1 (cat, TV&PWR @ 60" A.F.F. \ EIEDROOM #2 W 4--f / 113( COVEREDI PATIO, HB 4,_6„ \ 4'-6. , I • 0 , J O I I ' KITCHEN 1 _ AIR ITC ®� , QI , , ILG , 1�_'� ROOM (3)PPROANT E-WIREIGHT ' . \I 10'-6" 1 •\ FLOOR JTLET BRAS COVER 1 \ I • ' \ 1 in B—A� b #2 / FOYER II T I I I Ij C • II , ) T \ // 1 R -------------- GARAGE ® I / I i I 1 1 1 1 1 I , , , , 1 1 ��ELECT. PANEL ' ' SEE DETAIL ON i ' SHEET E-1 ' m = 1 ON PHOTO CELL H..B.CHASE •-------------------- � l \4'-0' v ``DISPOSAL \SWITCH I DINING I 1 I I I I ' I 1 I I I I I I I I I I I I i I 7V &PWR 1& 60- A.F.F. I I I I I I I I DEN ELECTRICAL LEGEND ELECTRICAL SYMBOL pre -wire ceiling fan hi hat Q fluorescent light 1 x 4 fluorescent light 2 x 2 Z pendant prewire 0 exterior light U electrical meter 8 electrical panel —� USB connection I bell D cable tv outlet ry ceiling receptacle WP duplex �F ceiling receptacle duplex pushbutton ❑e thermostat fan pre -wire light outlet outlet 220v outlet gfi & outlet wp outlet smoke detector split receptacle switch switch 3 way 3 telephone 4 vanity bar light o o O CALCULATION NOTES: A. HEAT STRIP LOAD GOVERNS OVER CONDENSER UNT LOAD. B. GENERAL LIGHTING CALCULATED @ 1,954 (SQFT.) X 8 (WATTS/SQFT.)= 5,862112 (GENLTGCIR) = 586 (WATTS/EA) C. A/C CONTRACTOR SHALL SIZE A/C UNITS A/C UNITS SHOWN ARE FOR ELEC. CALC'S ONLY. NOTE: PROVIDE ARC FAULT - INTERRUPTER PROTECTION FOR ALL DWELLING UNIT BEDROOM RECEPTACLES. (PER NEC 210-12) NOTE: ACCEPTABLE SMOKE & CARBON DETECTORS TO BE INSTALLED ARE BRK SMOKE-9120B C/0-SC9120B KIDDE SMOKE- 21007581 C/O-21006377-N NOTE: EDGE OF SWITCHES TO BE LOCATED NO LESS THAN 4 INCHES FROM EDGE OF ROUGH OPENINGS 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. A '� F LLJJ1f V Z LJJ Q 0 Z V I ' r O G LAJ V U_ Z V O o Q L); Q r/� I 3: w C) 4 ® 0 2 _J 1/4" = V-0" U.N.O. PROJECT LOG ISSUED FOR PRECON 03-02-1 ISSUED FOR PERMIT 03-29-1 TZ > > rn a) '5 U L m L w CO ,= W E C ~ C ~ a) _c 0 0 w cYi M O U - --. •,. r v z W� ° !. c s • co �r: tee X CY) i 3 W3 x mwJ'*•w'ba^.Pa+sa^Yr\�Y%SwSh.'a:�w^w+"✓N•• J+,'06�/V18�Mdx`9N,#4ivaka9a[ni'tP� CC 1Ad X 00 LL Lo .. c 12 0 cyi l 7L Z r J N co C) M M (nnN�� r r .. r > � J r a) c(!)N N N a ® q cc CQ N O L o VJ �� v / r, .~ r c+ � N N U m i OD m LU o g W 2 N J � 0 v � @; co a) a LL Ld Z mLL °ter` Lo Z ���, o � m'aco Q z J Q N c-�co ° o 00 L0 N c 0 L EL :o 0) -;7', � co as �o a co .0= ya)a�p0 L (D Y co O o~ O 330E0c2 0 a) = O c'>(7omNO CL 1: E a7 0 0a 0 Oo-Eul6co.' OCaw=+•N>+ " 70UfOQ-C . Ea'@0m20 �i QL O-C O-...• j Cno�O"'c m� i lii c6r0 a`) � 0) Cu CL m Za CL cn " m oi-0ov o'0 co0 0 ICI i•+ Z �p O O r N U ® ti E O N O N 0 0 Y� WI I I Z t11 Q j 0 z L � C Lo O i E J wQ z 0•�� I Q }U 0 o � �, = U � z Q o U O< U) v U W It 0 �N� U F1 0 Lu o 6 coVJ 114 = 1'-O" U.N.O. ` MECHANICAL � I m a PLAN M-1 -- �� l F 9W=44 PROJECT LOG EIBILD".3 SSEC' FOR PRECON 03-02-17 SSOR PERMIT 03-29-17 COMMENTS O4-18-17 v 4 0 r, z M � M m LL c c 5 c 0 = v) CL W� W N cn cn co = X W p W E T— �° N L O o nf cyi C•M I 000 I � 70 KITCHEN 2' 2" AAv we LAv AAviT 3" 3" 2" v 3.1 Dw co co 2.. 2" LAv 2" SNWR co 2° 3" MASTER BATH 2" vI ITR 2" 2" 11 / \ AAv 2" co wC 3, 3" 2" LAv TUB BATH 2 co 3" 3" LAUNDRY PLUMBING RISER DIAGRAM B t•-ro J� r L h r ' a �s � f }YhNU[i�°:f E:m � fl h ffa {✓ av n.. Ewa �# may.., yw f q • x 6 . ti d.i .�y, 6k�. �� Y�M1�'fN.3n4£ �•A?�VN$rer iflYkx Ym Y•f. ��a [v. ..: � „.. 55 n ^y n -" w K PTO co t iI=! f ri7 L e— M J CV 00 p CYR) C'7 ccnnN�� j .. � J a) c/) co a) N a cu cts ) c) CD U � o ^ '' VJ -�+ r Q � CV (u U m qe J Lo 0 t� C A+ Lo L W L M V) o - J LL i A v p U s` a■ w+ (0 INO If E ■vi m o LL a C 00 M m ui o uJ M i W NAlL a Lj D z moLL cl p > > o) q ��cq J z co O N 0 r a =p � (DM(si f0 2- (n N-O co 0 roo�E O O �d2.):60 o °- E O'�p >, U C om U =•C OE N �CCy(C-C EsJ(6 mo(n°o N E NL N C C.. ME NNd W y` O C O C N (0 LL�L.m,N. -O C- � U) "" (n ._ Z�aU-oo-o0° u to 0 a0 0 L. Lo Lo E X 0 N sti ® ®_. 00=" 7�n 1 O/ U U Z w 0 z p U) V LLIz ''of J z QU 0O zz O Z O U) W UJ O � � 114" = 1'-0" U.N.O. MECHANICAL PLAN M- �FenAV1W-44 COMPONENTS AS DEFINED BY WTCA 1 - 1995. LL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY NSTALLED PRIOR TO INSTALLING EAST COAST TRUSS, FOR ERECTION AND INSTALLATION OF TRUSSES NN MFnTRITRUSSES! ANDWIEIvoin TO DOA O MAY RANT FST SHEETS AND SEALEDS ON THE ENGINEERED TRIBJSS nRAw N SUMMARY 0 n A a -CJ ­CJ3, -CJ5, A09( AO oAO } AO m z AO Lu AO' 0 AO: Ali Al Al: Al: Al, A1! A16C BO' B0: BO: B03 Bo; BO( B07C CO' CO, CO; Co: C0: CO' Co'e C05C -CJ; _CJ: -CJ1 15' 411 Cl)lu r LU U U U W W W w 1) FOR THE ERECTION BRACING FOLLOW `' "%" 1-1YVIIYCCP INU �t--10 r-vn 111L ! V1 --- ------ 1) FOR TIONS ON THE BCSI-B STRUCTURAL DATA, NUMpVR OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE 1 SUMMARY SHEETS PLIES AND THE CONNEC N INFORMATION. ALL FiANGERS ARE SIMPSON STRONG -TIE UNLESS 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENTMUST APPROVE OTHERWISE NOTED. INSTALL HANGERS ACCORDING RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR II TO TRUSSES IN TO THE CURRENT SIMPSON STRONG -TIE CATALOG 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. GS =NGINEERING TRUSS DRAWINGS. 45' 0" 15' 611 14' 2" w w w w w w w w w w 'w w t t i t t t IWAM 0 ■ILI aPEI �I n n F' r Ih 14) M �- U U U w w w w W w 221411 +ARn TRUSS PLACEMENT PLAN CJ1 ,CJ3 -CJ5 W w 0 m m CD z w O -CJ5 -CJ3 -CJ1 Em 9'-4" WALL HEIGHT 10'-10" COLUMN HEIGHT , KNEEWALL T013'-4" WALL HEIGHT Indicates Left End Of Truss Or Layout & Engineering Sheets HANGER SCHEDULE HUS28-2 HANGER QTY. (1) U24 HANGERS QTY. (3) HUS26 HANGERS QTY. (4) RECEIVED APR,- 3 2017 Fuu4c V, oiks St. Lucie County, FL 4 3/16" 2' 0" 8" ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS h, L U EASE' COAST TRUSS 5285 ST. LUCIE BLVD. FT. PIERCE, FL 349646 OFFICE: (772) 466-2480 FAX: (772)466-5336 3USTOMEII Homes JOB NAME: Buchanan Residence 4DDRESS:Lot 44 Meadow Wood 'ITY/COUNTY:Ft. Pierce/St. Lucie JOB # J33343 JOB # MODEL:Biscayne Grande SQ FT 2726 DATE 03/23/17 61GISS-31.003 (3) (c), EAST COAST TRUSS Is Oe "Tmss Design Engine Trusses are designed In accordance with the Florida 110ding Code NOTE: n By approving this placement plan(s), signatured i anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. i The customer also acknowledges that this approval r authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this i drawing. The customer also acknowledges that he/she accepts - financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: Date: LL_ :,ODE = FBC 2014/TP12007 ASCE 7-10 W DESIGN CRITERIA =MWFRS DCCUPANCY CATEGORY= 11 , EXPOSURE = C VIWF SPEED =160 3UILDING TYPE =ENCLOSED MEAN HEIGHT: 15.00 GF vra LOADS U) W FLOOR: DUR FACTOR=1.0 _J Z PSF=TCLL-TCDL-BCLL-BCDL 40.0110.0,0.0,0.0 � ROOF: DUR FACTOR= 1.25 U) PSF=TCLL-TCDL-BCLL-BCDL W 20.0115.0,10f,10.0 U) LOADS PER FBC & FRC � *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf �— U) DEFINITIONS MWF = MAIN WIND FORCE O C&C = COMPONENTS AND CLADDING �- TOB = TOP OF BEARING W TC = TOP CHORD BC = BOTTOM CHORD U) LL = LIVE LOAD D DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # =POUNDS 0 .. C UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 0 ALL GIRDER/COLUMN LOADS MUST i0 BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-O" OR MORE UST BE SET WITH A SPREADER BAR. THE %.,I )PREADER BAR SHOULD BEAT LEAST 1/2 ro V3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. REFER TO BCI-B1 FOR COMPLETE ERECTION AND SAFETY PROCEDURES. 11L.L. BEAMS BY BUILDER CL U 0, SUPPORT ANY PLANT SHELVES RE U 1 _ CONCEALED FASTENERS OR 2- ARETNERESPONS181LITYOFTREEH7. 3- CONTRACTOR OF RECORD 5 i- 6- � (1/4" if plotted 24x36) . Des gn d By: DH