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HomeMy WebLinkAboutApproved Plans• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: STANDARD PACIFIC HOMES 825 CORAL RIDGE DR. CORAL SPRINGS FL, 33071 TEL: (954) 575-7300 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR No. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2011 EDITION • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS •ALL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED(VuLT)— 170 MPH EFOS[UAE C al —STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES *SEE STRUCTURAL DRAWINGS FOR MORE INFO SPECIFIC PARAMETERS FROM FBC 2014 CH. R44 USED FOR MANSORY AND WOOD: • R301.1 EXCEPTION HIGH VELOCITY HURRICANE ZONE DESIGN IS BASED ON CHAPTER R44 FOR MANSORY AND WOOD. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. FORM —6.OTANDARD PACIFIC I 10MES Making You Right At Home SQ. FT. CALC.'S LIVING 15T FLOOR 2664 SQ. FT. CUBIC VOLUME A/C IST FLOOR 26640 CU. LIVING 2ND FLOOR - ELEV. 'D" 1462 50. FT. CUBIC VOLUME A/C 2ND FLOOR - ELEV. "0' 14620 CU. TOTAL LIVING - ELEV. 'D' 4126 SQ. FT. TOTAL CUBIC VOLUME A/C - ELEV. 'D' 41260 CU. COVERED ENTRY ELEV. 'D' 150 SQ. FT. COVERED LANAI 164 50. FT. 2-CAR GARAGE FRONT LOAD 532 SQ: FT. 1 CAR SIDE LOAD '1-1 255 SQ. FT. COVERED BALCONY ELEV. 'D" 13"1 SQ. FT. TOTAL ELEV. 'D' 5384 SQ. FT. CORAL SPRINGS, FL. 33071 Tel: (954) 575-7300 INDEX OF DRAWINGS SKEET # DESCRIPTION PG Cl—COVER PAGE PG SO—FOUNDATION/FIRST FLOOR COLUMNS ELEV. "D" PG GN—GENERAL NOTES PG Sl-1ST LEVEL FLOOR BEAMS AND ROOF ELEV. "D" PG Al —FIRST FLOOR PLAN PG S2-2ND LEVEL COLUMNS, BEAMS AND ROOF ELEV. "D" PG A2—SECOND FLOOR PLAN pG SDl—STRUCTURAL NOTES, MISC. SCHEDULES AND "S#—" DETAILS PG A2.1—DOOR & WINDOW SCHEDULE PG SD2—WALL SECTIONS AND TYPICAL DETAILS PG A3D—ELEVATION "D" FRONT AND REAR PG A4D—ELEVATION "D" LEFT AND RIGHT PG A5D—DETAILS: ELEVATION "D" PG Dl—DOOR AND WINDOW DETAILS, STAIR SECTION AND DETAILS PG D2—MONOLITHIC WALL SECTIONS AND MISC. DETAILS PG D3—MONOLITHIC 2—STORY WALL SECTION PG El —ELECTRICAL FIRST FLOOR PLAN PG E2—ELECTRICAL SECOND FLOOR PLAN PG E2.1—ELECTRICAL PANELS AND RISER DIAGRAM PG Pl—PLUMBING FIRST FLOOR PLAN PG P2—PLUMBING SECOND FLOOR PLAN PG Ml—MECHANICAL FIRST & SECOND FLOOR PLAN 'I't' fail I t .IiiEATMENT REQUIRED WCEAL-Ev FASTEN:;S OR ATTAtW4ff§ ASE THE P.ESPO.6151. 77 S'f f#f 6614TRACTOF Ji E PLANS AND ALL PROPOSED WORK UB ECTTOANYCORREC7ON ARE S RFOUIREO BYPELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ALL MANUFACTURES LABLES SNOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE REMAIN ON ALL DOORS AND WINDOWS UNTIL 94MCTIONS ARE APPROVED ST. Lud LOU'r'T iIMSION DATE % 7_ , PLAN P • RFTPC MUST Rt Ki T O JOB OR NO INSPECTION WILL BE MARL Design Grou Inc. . N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482.0957 OFFICE oa �Q a �9 wQ q� aca q� N 0 eY:e SUHDIV. Sc LOT: RIVERREND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D GARAGE SWING: LEFT PAGE: COVER PACE 170 MPH EXPOSURE C ARCHITECT: STATE OP FLORIDA PLAN DATE: J /3Q/16 SCALE: VJS NOTED SHEET NO: . c l `e O! m I T C O T STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: STANDARD PACIFIC HOMES 825 CORAL RIDGE DR. CORAL SPRINGS FL, 33701 TEL: (954) 575-7300 STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES CANTWELL AR No. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION • NATIONAL ELECTRICAL CODE (NEC) — 2011 EDITION • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS •ALL LOCAL AND STATE CODES • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED(VuLT)— 170 MPH EXPOSURE C at -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES •SEE STRUCTURAL DRAWINGS FOR MORE INFO SPECIFIC PARAMETERS FROM FBC 20I4 CH. R44 USED FOR MANSORY AND WOOD: • R301.1 EXCEPTION HIGH VELOCITY HURRICANE ZONE DESIGN IS BASED ON CHAPTER R44 FOR MANSORY AND WOOD. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 FOR: STANDARD PACIFIC I 10MES Making You Right A t Home 825 CORAL RIE>GE E:>R. SQ. FT. CALC.'S LIVING IST FLOOR LIVING 2N0 FLOOR - ELEv. "D" 2664 1462 50. SQ. FT. FT. TOTAL LIVING: - ELEV. "D" COVERED ENTRY ELEV. "D" COVERED LANAI 2-CAR CmARAGE FRONT LOAD I CAR SIDE LOAD COVERED 514LCONY ELEV_ "D" 4126 150 104 532 255 131 SQ. FT. SQ. FT. ea. FT. SQ, FT, SQ. FT. 5Q_ FT_ TOTAL ELEV. "D" 5354 SQ. FT. CORAL SPRINGS, FL 33701 Tel; (954) 575-7300 PG Cl—COVER PAGE PG GN—GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A2—SECOND FLOOR PLAN PG A2.1—DOOR & WINDOW SCHEDULE PG A3D—ELEVATION "D" FRONT AND REAR PG A4D—ELEVATION "D" LEFT AND RIGHT PG A5D—DETAILS: ELEVATION "D" PG DI —DOOR AND WINDOW DETAILS, STAIR SECTION AND DETAILS PG D2—MONOLITHIC WALL SECTIONS AND MISC. DETAILS PG D3—MONOLITHIC 2—STORY WALL SECTION PG El —ELECTRICAL FIRST FLOOR PLAN PG E2—ELECTRICAL SECOND FLOOR PLAN PG E2.1—ELECTRICAL PANELS AND RISER DIAGRAM PG Pl—PLUMBING FIRST FLOOR PLAN PG P2—PLUMBING SECOND FLOOR PLAN PG M1—MECHANICAL FIRST & SECOND FLOOR PLAN INDEX OF DRAWINGS SHEET # DESCRIPTION PG SO—FOUNDATION/FIRST FLOOR COLUMNS ELEV. "D" PG S1-1ST LEVEL FLOOR BEAMS AND ROOF ELEV. "D" PG S2-2ND LEVEL COLUMNS, BEAMS AND ROOF ELEV. "D" PG SD1—STRUCTURAL NOTES, MISC. SCHEDULES AND "S#—" DETAILS PG SD2—WALL SECTIONS AND TYPICAL DETAILS RECEIVED SEP 2 6 2017 PER%,.„ rTING St. Lucie Gounly, FL I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigrigroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE 954 08 468FAX 0 a q a h A an SUBDIV. & LOT: RIVER]BEND LOT #2 03303.002 MODEL: FAIRFIE]LD "PLAN 2" 6511 ELEVATION D GAR -AGE SWING: LEFT PAGE: COVER PAGE 170 WH EXPOSURE C ARCHTECT STATE OF FLORIDA 9 2017 DATE: 06/30/16 SCALE: AS NOTED SHEET NO: CI GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. 2. DESIGN LOADS; FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BEHELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES 1. GARAGE DOOR A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2014 SECTION R302.5.1: OPENINGS FROM A PRIVAT€ GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNE96, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2014, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1 MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SITE WORK 1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP SL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED A MINIMUM OF T-0" AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR 302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN S-0" FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECORD TO MODIFYAFFECTED DETAILS TO COMPLY W/ SECTION R302 FOR FIRE RATED CONSTRUCTION - GENERAL NOTES: 1. GARAGE NOTES: * PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON INSIDE OF GARAGE DOOR. * AS PER FBC 2014 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN ''/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/2-INCH GYPSUM BOARD OR EQUIVALENT. * GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE FORM. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL. 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE CAT II SAFETY GLAZING 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 9. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES 10. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS R302.11 AND R302.12. 11. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9. 12. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 13. UNDER STAIR PROTECTION; ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALLHAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112 INCH GYPSUM BOARDS.FBCR 302.7 14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION, 15. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ, FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" AND NOT LESS THAN 24" OFF THE FLOOR WHEN SILL IS 6A.F.F. PER FBCR 312.2.1. ALL WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS. 16. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. 17. WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403.2 AND FOLLOWING MANUFACTURES SPECS. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 &ASTM-C1063-06 TABLE R301.2(1) PI WATIP Aun RF(ViPAPwr nr.girN r.MTFRIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM . WINTER DESIGN TEMP ICE BARRIER NDER LAYMENT REQUIRED FLOOD � RDSe AIR FREEZING INDEX' MEAN ANNUAL TEMP Speed' (mph) Topographic effects' (NA) 'st Weathering Froline de ... Termite NA See Fig. R301.2(4) NA Negligible NA H aryvy' NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAID. RADIUS ALT. ALTERNATE GA. GAUGE R.A.G. RETURN AIR GRILL AMP. AMPERAGE GAR. DISP. GARBAGE DISPOSAL REF. REFRIGERATOR G.F.I. GROUND -FAULT INTERRUPTER RM. ROOM BD. BOARD GL. GLASS R.O. ROUGH OPENING GYP. BD. GYPSUM BOARD CL CENTER LINE S.C. SOLID CORE EXT DR CAB. CABINET H.B. HOSE BIB S.D. SMOKE DETECTOR CLG. CEILING H.C. HOLLOW CORE S.H. SINGLE HUNG CLR. CLEAR HDR. HEADER SHT. SHEET CONC. CONCRETE HGT. HEIGHT SHTHG. SHEATHING CPT. CARPET SHWR. SHOWER C.T. CERAMIC TILE INSUL. INSULATION SIM. SIMILAR INT. INTERIOR SL. SLIDING D. DRYER SL. GL. SLIDING GLASS DBL. DOUBLE LAV. LAVATORY STD. STANDARD D.G. DUAL GLAZED LUM. LUMINOUS SWS SHEAR WALL SECTION DIA. DIAMETER DIM. DIMENSION M.C. MEDICINE CABINET TEMP. TEMPERED GLASS DISP. DISPOSAL MFR. MANUFACTURER THK THICK DP. DEEP MIN. MINIMUM T.O.C. TOP OF CURB DR. DOOR M.T. METAL THRESHOLD T.O.P. TOP OF PLATE D.S. DOWNSPOUT MTD. MOUNTED T.O.S. TOP OF SLAB DTL. DETAIL MR. METAL TYP. TYPICAL D.W. DISHWASHER N..S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE EA. EACH ELEV. ELEVATION O.C. ON CENTER V.P. VAPOR PROOF EQ. EQUAL O.H. OPPOSITE HAND EXH. EXHAUST W. WASHER EXT. EXTERIOR PL PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD FX. GL. FIXED GLASS PH, PHONE WDW. WINDOW F.G. FUEL GAS PLT. PLATE W/H WATER HEATER FIN. FINISH PLYWD. PLYWOOD W.I. WROUGHT IRON FLR. FLOOR PR, PAIR FLUOR. FLUORESCENT P.T. PRESSURE TREATED DOOR / WINDOW GLAZING NOTES: RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS 7, WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY DOORS/WINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. GLAZING. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND 8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE EXISTING ROUGH OPENINGS. 2406.2(-1). 3, DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE 9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH GLAZING MIRRORS AND OTHER USES AS PER R&C. CHAPTER 24. WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C. CHAPTER 24. 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN 5 TERIORDOORANDRESISTANT SHALL CE AREA HLLBE CLASSIFIED AS CATEGORY II GLAZING PRODUCTSAS OSHALL BEIMPACT MEETI CA CODS AND (FBC SECTION 2406) P TABLE 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR „ 0� w WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60 AB FLOOR SHALL BE TEMPERED, CAT. 11, SAFETY GLASS. IN. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abrdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE O8 468 FAX 0 h 4 c+� q Q h A ✓: SUBDI L RIVER]BEND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D ARAGE SLAVING: LEFT PAGE: GENERAL NOTES 170 MPH EXPOSURE C ARCHTECT. STATE OF FLORIDA UN 0 9 2017 DATE: 06/30/16 SCAB: AS NOTED SHEET NO: G N 65'-0° c 0 lu Q WALL LEGEND INTERIOR BEARING WALL EXTERIOR BEARING WALL SEE ELEVATION mi FOR BEAM 14EICnkkt STAIR DATA 20 RISERS 0 1 1/16" 19 TREADS 6 10" SEE SKEET DI FOR STAIR SECTIONS AND DETAILS 0 0 I" 12' RADIU: N TYP. SII ROUND COLUMN 0 0 (TYP.) N "' VERIFY W/ PLAN 7'-1" AND LARGE VERIFY W/ PLAN It \--V RADIUS u i T J � 9 - 31-6" I AND 3'-111 TO i-0 11 T-I" AND LARGER MALLER IF1' W/ PLAN VERIFY W/ PLAN VERIFY W/ LAN T YP ® ARCH DETAILS SCALE: 1/4" I'-0" NOTES: WHEN AN S" OR 1211 RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN V-019 THEY NEED TO ,ALL HAVE THE LARGER RADIUS. 3-1/211 1/2" 1 1/211 11�21I O 0 DOUBLE TOP PLATE U PARTITION ELEC. OUTLET PER UJALL ELEC. CODE AT PARTITION END KITCHEN ISLAND FL® Itl' — THDI%,U COUNTER TOP SCALE: I/2"=1'-0' 34'-011 I�'-SII 6'-3 1/211 �'-811 p'I 16'-8° -411 81_/ II OI_211 LL 1'-10 1/2" CCJJ I!J J OHB v ISM,PAVERS-10, N EGRESS u CASUAL C0 p DINING COVERED P cLcs. 0 LANAI o e'-_4° CEILING �_ _ _ _ _ _ 11 10-8 CLCs. N— __ LINE OF WALL " r 10'-0" CEILING � O � TEMP v ABOvE� tt 9-0 9-0 ——r-------------I — � -- m I LINE OF WALL 4 ,� I � m ASovE (TYP) I' S1 911 4'-all 4 12'-10" 2'_2" '-011 PARTITION UNDER r11 TYP. COUNTER iv 4m, � AT II SAFETY GL. SHOWER I I 6" 6" 0 J110E _yu ENGLO. 31/IILC! „®I„MASTERS �I GREAT ROOMSUITE121-51' � �I I mO10o m „ ;I u,(OPEN TO ABOVE) OI '---�I DRAFTSTOPDR4FT5TOPBEDROOM �J = O p O I A LOCATION 70 9'-4" FLAT LOCATION TOo BE FIELD U BE FIELD SOFFIT I'-0" VERIFIED O N U MICRO AI I VERIFIED — 4, 8,1— — TOWER LINE OF WALL — — — — — — °L 10I V c EsN ro I ABOVE All — — 10'_S'I CLO, N II G O _ s T Q A_ STEk , OVEN CONTINUOUS 4"XI2" _BATH 34 1/2" H. HANDRAIL y NICHE ICI = 0 m ®- 10'-0' CLC:, °° TILED coND 41I r — TOP a� (0 0, Q16" RECESS � �I S" L O° KNEEWALL= O.N.G. N _ " " \ Rom/ WH N 411 N 6 II 1-4 1 -9 S 2 3 - Q 2' 0" 41" PANTRYI _ _ _ A 0 A I 1 '�' -- --3-a I' I I I I I UPp1- �I /GOND. TUB IL {OR. �t CR Lr �X DECK a x LINE OF Im'-4' CEILINCs WALL 20MIN. R. -------- -- —I gll ABOVE 6'-0" 5'-I" " 51-8'I ry 9'_S° 5 -4 31.011 4 -S -4 13'-0" 11'-51, 34 1/2" H. TILED S 411 22x30� LAiJ1VCH `�" T" ' Vx1411 GAT II KNEEWALL R-11 GATT ATTIC 8 INSULATION �GGES� I — 13" PIA. I 1 FOYER RR I U N5 mF. ~� SAFETYNOUJER G Q' ', COLUMNS (TYP.) I = R A.i -. \ P4AINT,A,IN FIRE SEPARATION TE:= Q r ` Q ENGLO, m AND CARBON MONOXIDE R-11 BAt7 it I �' _ WRC INFILTRATION AT A/C CLOSET_ INSULATION ' 4' DINING �4' 77Z 4" _ R_�I- R00M I I I al 3'-0" MAX. 1 1/2" STEP 1TRANS 0'-4' CLCa 8, 4 LLI--- 10'_811 CLcr OC o GARAGE 1 Ro oP o _ _ 0 = S'l J 7'-9 THRESHOLD (A5)e-- m -- TRANS (ABVJ =--- 6r x0 i i� NI q I HORIZONTAL LAP SIDING -------------- ---'� t. I -A" I. 1 16"-01 COL. TYP. (2) 2'-&' 1, 6'-6- U1-4' , I :OVEREI)i ENTRY I0'-9' CLG- HORIZONTAL - LAP 51DING Plum FIRST FLOOR PLAN ELEVATION SCALE: 1/4" = 1'7 0 ILL --- — — -- _--� R-SH -SH LAUNDRf BULL n � ROQ�VI 10'-01, .4 4 w ATTIC � IAGGESSI j R-II 5ATT INSULATION GARAGE #2 10'-8" CLO. TTT uuu, 40" 5'-101' 4- �n I GWu 1441 N. RONALD REAGAN BLVD. LONGVVOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 Iwww.abdesigrigroup.com IIIIIIIs # 3325 DRAFTING BY: A.B. DILVM CROUP DPAFrING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE S'UBDIV. & LOT: RIVER]BEND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD „PLAN 2" 6511 ELEVATION D ARAGE SWING: LENT PAGE: FIRST FLOOR PLAN 170 WH EXPOSURE C ARCHITECT STATE OF FLORIDA I4 DIAN 06/30/16 SCALE: AS NOTED SHEET NO:yre At &�-I p WALL LEGEND INTERIOR BEARINGS WALL EXTERIOR BEARING WALL SEE ELEVATION FOR BEAM HEIGHT "1 II I 1 I aLF ARCH AND MALLER v IFY W/ PLAN STAIR DATA 20 RISERS 19 TREADS 6 T 7/16" 6 10" SEE SHEET DI FOR STAIR SECTIONS AND DETAILS TYP ® ARCH DETAILS SCALE: 1/4" = I'-O" NOTES: WHEN AN 8" OR 12" RADIUS HEADER ENGAGE fNTP THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY CWITHIN 2"-0") THEY NEED TO ALL HAVE THE LAR4 RADIUS. — --— — — — — — — — ------------------� LINE OF WALL BELOW LINE WALL 8" I OW — — — — — — — — — — — — — — — — — " 7'-0-1v 7'-8' 3'-10, 5'-2" 5'-2" 3'-10" 9'-2" 0'-2" R-19 BATT R-19 BATT INSULATION O INSULATION �p EGRESS O O R EGRESS 14'-0" I � N 01 s I c0 BEDROOM 2 BEDROOM 3 I 9'-¢' CLG. CLG.R-113 0 ATT6 4" 411 INSULATION IION 9'-1' 2'-6' ,41 II'-6" i2'-8" I I 4�I NI I � 4" 4" (OPEN TO BELOW) OLI ® 4" 4" — CLG. — _4 4 - 3'-4" 2'_T 't A�E3TH v o� O '3'-4" CLG, = It <o O uj O L -- --- ---- rtl a +11 �U in i �v m Gq01 O ATTIC r v �_ HAIL I�I 9'-4" ACCESS 42' HGH. HALF m - r' — DN 15'-I" WALL W/ GAP -' 6'_9" 0 q1 CLG. L �p V I •fir A `� `r _ O DI tt AHU +z L �r Kl w 551.4 — BEDROOM 4 R-19 BATT fNSULATICN A/G 9'-4" CLG, b GHAI;r: AAAA TEMP 42" HGT. CONTINUOUS R-SH GUARDRAIL HANDRAIL 4" HORIZONTAL 3 _g 3 -8 LAP SIDING7'-2" R-19 BATT = I W.I.C. O INSULATION @ T 1 9'-4" CLG. co LOFT `A w r 9'-4' CLCx. EGllir=56 m R-19 BATT pppp INSULATION I NOTE: HORIZONTAL SIDING APPLY FLUID WATEWIR-OOFING LAP O TO GONG: SLAB At COVERED BALCONY V I n— I r --- --- I 4'-2" 3'-8" 3'-6' '5'-2" "4'-I LINE Op WALL SEE NOTE AT 81-=ET — sELoW I COVERED 8"Xa°coNc. a A4D (LEST ELEV.) FOR S I 42' HIGH DECO BALCONY COL. TYP. (4) WALL SLOPE AND I RAILING (TYP.) RAILING PRG I E IITIF ---------------- 1 6'-IO" 6'-10" �'-2' 14'-0' L------------------------- 23 _g" 21'-2" 44'-4" I I 51'-8" n I I I I I LINE OF WALL BELOW I I I I I I I I I L----------------------------� Arou W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.arbdesigrigroup.com AA #• 0003325 DRAFTING. BY: A.B. D£SIGN GROUP DRAFTMV>� INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 9 8-24W FAX mmmm h a U Q Q Q U �QAm 'UBDIV. 8e LOT: RIVER]BEND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D GARAGE SWING: LEFT PAGE: SECOND FLOOR LPLAN O MPH EXPOSURE C ARCIATECT: STATE OF FLORIDA 2017 D : 06/30/16 SCALE: AS NOTED 1. SHEET NO: S` co EXTERIOR OPENING SCHEDULE DOOR CALL # �« DOOR SIZE TYPE ROUGH OPNG, (WxH) ZONE REMARKS WIDTH HGHT DI 8'-0" O.H. 192'X96" 5 D2 O.H.D3 r-o p4 S'-0" S.G.D. 98"X96" 5 D5 T-8" 8'-0" FR. DR. 36 1/2"X991/2' 4 D6-D12 NOT USED D48 3'-0" 8'-0" FIR, DR. 41 1/2'X99 l/2" 4 W/ ALUMINUM THRESHOLD, DESIGNATED EMERGENCY MEANS OF ESCAPE PER FBC 2014 D49 3'-0" 8'-0" DBL. FIR, DR8. T8 I/2'X99 1/2" 4 W/ ALUMINUM THRESHOLD D50 3'-0" 8'-0" DSL. FR. DR5- T8 I/2'X99 1/2"4 W/ ALUMINUM THRESHOLD D51 2'-6" 8'-0" DBL' FR. DRS. 66 I/2'X99 1/2"5 W/ ALUMINUM THRESHOLD AT COVERED BALCONY D52 2'-6" 8'-0" DBL. FR. DRS. 66 I/2'X99 I!2' 4 W/ ALUMINUM THRESHOLD AT COVERED BALCONY p53 2 _6„ g _0 DBL. FIR, DRS. (pro I/2'X99 W/ ALUMINUM THRES4OLD AT COVERED BALCONY WINDOW SCHEDULE WINDOW CALL # Q WINDOW SIZE TY?E ROUGH OPNG, (WxH) ZONE REMARKS A_B NOTUSEp C (2) 24X24' FX GL 4S"X25' 4 D 35 SH 54"X63" 4 CAT II SAFETY GLAZING E 1435 $H 28"X63" 4 F H35 814 28"X63" 5 G (3) 25 61H 112"X63" 4 H (3) 36 SH 160"X76" 4 1 1435 / 54"X63'/ H35 SH/ FX aL/ SH 108"X64' 5 H34 SH 21 1/2"X50 30 5 CAT 11 SAFETY GLAZING {< 25 SH 382(63" 4 L-N NOT USED O 24E SH 38"X591/2, 5 P 48°XIS" FX GL 49"XIT-' 4 CAT If SAFETY GLAZING O (2) 24E SH 15"X59 1/2' 4 R 3811X60' FX GL 39"X61" 4 S 38"X60' FX GL 39'X61" 4 T 38"X60' FX Gl- SH SH FX GL FX GL SH SN SH Fib Csl FX GL 014 FX GI_ SH SH 39"X61" 4 15"X60 1/2" 4 U (2) 24E 20I/WX601/2" 5 v 1d,E 49'X11" 4 CAT 11 SAFETY GLAZING W 48"XIS" X 4.8'X36" 4g"X37" 5 CAT II SAFETY GLAZING AAA-966 NOT USED 211/2°X63" 5 TTT H35 211/2'X63' 4 UUU H35 WV 435 211/2'X63'. 5 ,' 78'X1 4 TRANSOM 8' ABOVE DOOR WWW 77"Xl2' 18'XI3' 4 TRANSOM 6' ABOVE DOOR XXX 11"XI2' YYYR 25 381X63' 4 ZZZ 40'XI2" 41'XI3' 4 . TRANSOM 8' ABOVE DOOR AAAA H33 2T I/2"X39 3/8' 5 CAT II SAFETY GLAZING BBBB 24E 38X60In,, 5 CCCC H33 2T I/VX39 30 5 DDDD 24E 38"X601/2' 5 GLAZING NOTES: ALL EXTERIOR DOORS AND WINpOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC R44102). NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. INTERIOR DOOR SCHEDULE DOOR DOOR # OM SIZE TYPE ROUGH OPNG, ( WxH) ZONE REMARKS WIDTH 7liGHT D13 2'-4' 8'-0' SWING W/ SIM. MARBLE THRESHOLD D14 2'-8' 8'-0' SWING — — UY ALUMINUM THRESHOLD SHALL BE SELF CLOSING, SELF L,47 `I 1NCs 20 MIN. FIRE RATED: 1-3/8" SOLID WOOD OR HONEYCOMB STEEL PER FBC, 302.5.1 D15 2'-6' 8'-0' SLUING W/ SIM. MARBLE THRESHOLD, LOUVERED D16 2'-4' 8'-0' SWING — — D11 NOT USED DIS 2'-6" 8'-0' SLUING — D19 2'-4' 8'-0' SWING — — D20 (2) T-O" W-0' DBL. SWMG — p21 2'-8' 8'-0' SWING — W/ SIM. MARBLE THRESHOLD 022 2'-8' W-0' SWING — — D23 2'-8' 8'-0' SWING — W/ SIM. MARBLE THRESHOLD D24 2'-8' 8'-0' SWING — D25 (2) 2'-4" 8'-0' DBL. SWING D26 (2) 2'-4" 8'-0' DBL. SLUNG D27 2'-8' W-O' SWING — — D28 2' 8' 8' 0' SWING UY ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN. FIRE RATED: 1-3/6' SOLID WOOD OR HONEYCOMB STEEL PER FBC 302.5.1 D29 2'-6" 8'-0' SWING — — SOLID CORE DOOR W/WEATI-ERSTRIPPING D30 2'-8' 6'-&' SWING — — STORAGE UNDER STAIRS 531 2'-6" 8'-0' SWING — D32 2'-4' W-0' SWING Ul/ SIM. MARBLE THRESHOLD D33 (2) 2'-4" 8'-0' DBL. SWINGS D34 2'-/o" 8'-0' SWING — W/ SIM. MARBLE THRESHOLD D35 2'-%" W-0' SWING — D36 2'-6" 8'-0' SWING — D31 2'-6" 8'-0' SWING D39 2'-4' 8'-0' SWING — W/ SIM. MARBLE THRESHOLD 1:)39 2'-4' 8'-0' SWING — D40 2'-6" 8'-0' SWING — D41 2'-6" 8'-0' SWING — — D42 (2) 2' 4' 8'-0' DBL. SLUNG 443 ((2) 2'-4" 8'-0' DBL. SWING ALL HARDWARE IS TO COMPLY WITH FLA_ STATUTES CHAPTER 553, PART V FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO I -NAND GRASPABILITY AND FBCA-201 SECTION 3OS.4 • EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT_ F15C2014 NOTE: MASONRY ROUr4l�4 OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. Y /Dean Wow Inc. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE oil 1111111 loommoommol SLTBDIV. 8e LOT: RIVER]BEND LOT #2 PROJEC T# 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: DOOR & WINDOW SCHEDULE 170 Nff'H EXPOSURE C AfICHITECT: STATE OF FLORIDA JON 0 9 26)1 06/30/16 SCALE: AS NOTED SxEET x0'co A2.1 .._, .... ROOF ]PLAN ELEVATION I/8 ID-0N ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 376 150 S.F. = 2.51 S.F. SOFFIT VENTILATION PROVIDED: .105 S.F./LF. x 74 L.F. = 1.77 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT ROOF VENTILA11ON CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 46S.F,= 3.28 S.F. SOFFIT VENTILATION PROVIDED: .I05 B.FJLF. x 53 LR = 5.51 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED vENTILAImo- 258 S.F. = 1.72 SP. 150 SOFFIT VENTILATION PItJVIDED: .105 S.FJL.F. x 46 L.F. = 4.83 br% GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED vFN ILATION: 13__ B1 05' - = .92 S.F. SOFFIT VENTILATION PROVIDED: .105 S.FJL.F, x 35 L.F. = 3.68 S.F. SENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT ENTRY SOFFIT LEGEND VENTED SOFFIT R-20 SPRAY FOAM INSULATION. SEE DETAIL SHEETS FOR SPEC. VENTED UNCONDITIONED AREA EL. 27'-5" J. — BLDG. HGT. EL — CLG. 1—ICxt. Dt L AAAA 1 408 /-541 -------}- I---------- ---- ---1 D5 41 EL. 12'-4" TOP OF tRUSS 5 EL. 12'-0" TOP OFL— ENTRY BOND BEAM EL 10'-8" TOP OF BOND BEAM 6' TRIM EL. 0'-0" FIN. FLR. SLAS =1 _/h'_R' .L / EL. W 20'— T. — WINDONGT. TRIM HORIZONTAL — LAP SIDING (STUCCO) ` 6 EL. 12'-4" TOP OF TRUSS / EL. 10'-0" TOP OF rL— EL. 0'-0" FIN. 0FLR SLAS i A -------------- -- ---^♦ I ♦------------------�— I N iIllm LLI�LI�LI l_��. ME D50 TMTR�®W W®A)BV� 37 8 /-48.6 39.9/ -52 5 5 37.8 XTZ TRANSOM (HIDDEN) IABV_) 40.&/ -443 FRONT ELEVATION 39.9/ -525 FRECAST SCALE: 1/4"=1'-0" WITH STUCCO FINISH R -_', log FLAT OR "S-STYLE" ROOF TILE �4 DI 5 D2 5 � 1_411 �ft Ingo ago D5 � 408 /-44A�C II � 1 REAR ELEVATION SCALE: 1/4" = P -0" PRECAST WITH STUCCO 33-5 /-43b FINISH V 42,1 /-56A FOAM W/ STUCCO — FINISH DRAFTING BY: A.B. DESK! GROUP DRAFTM MC. IM EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 08- FAX 0 0. v q a F UHDIV. Be LOT: RIVER]BEND LOT # 2 PROJECT## 03303.002 MODEL: FAIRF'IELD "PLAN 2" 6511 ELEVATION D GARAGE SWING: LEFT PAGE: ELEVATION >9 D" FRONT AND REAR nv 110I EXPOSURE O ARCHrMOT: STATE OF FLORIDA DA E. 06/30/16 SCALE: AS NOTED 1 SHEET NO: File _ EL- 21'-0' T-0.5./ r CLG- HST. EL, 12'-4' TOP OF TRUSS ? LINE OF CONC. BLOCK iA WALL BEHIND OPEN Il II]n II 11 II III it ,��� ==ss=';-'' Q O 61 _. _. 40.8l-54.0 42J /-451 _. ... - r 1212-1- LINE OF ROOF SLOPE EsEHIND II 4" EL. 0'-0" FIN.— FLR. SLAB EL. -0'-8" FIN. CsRADE fib° IEL. 12'-4' PUSS TOOF rl TR €1 101' _ fl5' TOP OF ,L / EL. 0'-0" FIN. — FLR. SLAB O 42.1 /-45.1 O 40.0 /-43.1 - - RIGHT ELEVATION SCALE: 1/4 1'-0" b � 42_I /-56 4 PRECAST WITH STUCCO FINISH - - - 406/-443 - LINE OF ROOF SLOPE BEHIND PRECAST H LUITH STUCCO FIN184 O L teI=E'm 4rC/:t7 /-b4W I I —`—"� — I L------ _ LEFT ELEVATION SCALE: 1/4" = I' -0" dill ?RIM HORIZONTAL LAP SIDING: (STUCCO) 71-ON m E y �=E TRIM HORIZONTAL LAP SIDINCs (STUCCO) /270,! 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #:0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 08- 468 FAX ti a ra O a h A SUBDIV. & LOT: RIVER]BEND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D GARAGE SWING: LEFT PAGE: ELEVATION( "D" LEFT T AND RIGHT 170 MPH EXPOSURE G ARCHITECT: STATE OF FLORIDA 0 9 apt, P ATE: 06/30/16 SCALE: AS NOTED SHEET NO: 1' 2 ELEVATION PROFILE DETAILA- DILE: 3/4 = 1'-0" HARDIE BOARD SIDING WRAPPED AROUND POST *244- A�� 4 1/2" 4 1/2' 42" HIGH ALUMINUIM-\ GUARD RAILING WINDOW OR SHUTTER (SEE ELEVATION) WINDOW OR SHUTTER 2' x I" T"rf=.ALUIINUM� \ (SEE ELEVATION) I POST CYPJ \ N 4° jt4` 1" x 1" ALUMINUM PICKETS TO REJECT / I" v 4" SPHERE (TYP.) \ 2" 2" ELEVATION PROFILE ELEVATION PROF I E 2" x 2" ALUMINUM-� TUBE (TYP.) SCALE: 3/4 = I'-f0" ELEVATION -ter 0 IS TA�]L SCAL E: :3/4 = i'-m" 11�' � �Il t1111 ELEVATION �Rm 2" VARIES VARIES N �x lixill � X--s �❑ ❑= 4I/2" 41/2" 17 1/2, EVARIE 5'-Fh" VARIES 2° VARIES PROF I L E CAULK ALL ATTACHMrE�(�NT POINTS Ra JL LE: NOTE: • DETAILS INSTALLED PER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SHUTTERS TO 5E H13H DENSITY FOAM. • DETAIL TO $E PRECAST OR FOAM/EPS. • MANUFACTURER TO PROVIDE SHOP DRAWINGS FOR APPROVAL. • WINDOW 5ILL5/TRII" 1, WATERTA5LE, DECO COLUMNS TO 5E CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOOR+ E:AVEE MOLDING TO 5E FOAM W/STUCCO FINISH INCLUDING FAUX BALCONY BALU5TRADES.. A I C M I T I C T 3 cso n ;ftu% inc- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 325 A.B. DESrON GROUP DRAF M INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 14 �F A SUBDIV. & LOT: RIVERBEND LOT #2 PROJECT## 03303.002 MODEL: FAIRFIEILD "]PLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: DETAILS: ELEVATION A„ MPH EXPOSURE C ARCI-jMCT: STATE OF FLORIDA JUN 0 9 2017 FlAw : 06/30/16 DATAS NOTE SHEET A Yz" DRYWALL NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 8 ❑ 8" CMU SECURED THROUGH NON-STRUCTURAL %" TAPCON 8" CMU " DRYWALL MIN I-Y4" EMBEDMENT INTO BLOCK. ELASTOMERIG CAULKING � I"X4" OR I'X2" F.T. NAILER I"X4" OR I"XZ" P.T. NAILER DOOR CASING: 3/4 SUB FLOOR (3) -STUDS (IST PRESSURE TREATED) 6" Ix OR 2x P.T. LONG TAPCON ANCHORS W/ 1 1/12" WD. BUCK " CMU 2X4 NAILER FOR EMBEDMENT - SEE STRUCTURAL PLANS SEE STRUCTURAL DWGS DOOR JAMS OR WINDOW ATTACH TO 2X PER ❑ Y" DRYWALL DRAI=t STOP SEALANT SEPARATION AT SHEATHING WOOD COLIC. BLOCK MANUPACTURER'S DETAILS. I X4 OR I X2 P.T. NAILER PRE-ENG. FLR. TRUSS AND CONCRETE JUNCTURE W/ DOOR CASING CAULKING BEAD DOOR CASING DOOR JAMB OR WINDOW Ix OR 2x P.T. WD- BUCK Ix OR 2x P.T. DOOR JAMB OR WINDOW PLYWOOD SHEATHING ATTACH TO 2X PER SEE STRUCTURAL ATTACH TO 2X PER cD. BUCf< FIRE DRAFT STOP METAL LATH TI ICAI I"1ANUF4CTURER'5 DETAILS. NOTES: DWG5 NOTES: DW DWGS NOTES: 7 7 7 � 7 � v L _ _ _ J TYPICAL -STUCCO WOOD NOTE: 7/8" 3 COAL STUCCO OVER PAPER BACK • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO ELEVATION G,4LV. MTL. LATH OVER TYYEK O O O NOT EXCEED Y4") NOT EXCEED Y4') NOT EXCEED Ya") ' I I tYVEK (STUCCO WRAP) ALL PERIMETER Al I Illnnn kl==na to P.0 =r II1uCAI X1 Al I Illnnn N1=Mnr_ Tn =M! Pt I11LI=fJ INI nI I I1V1nn hICCnC Tn IIe aT IIIUGh� IAI I nhln /�'/COI Aoc NilicT CL- +A Grr�, _. WALL OR GONG. SLAB CONTACT WITH CMU WALL OR CONC. SLAB - ,---- wvv✓ ,." ,v ,v ✓� I ,,. CONTACT WITH CMU WALL OR CONC. SLAB PRE-€NG. €LR. TRUSS PRE-ENG. FLR. "'I 11I 11" 11 11 IMVi �" if l CV/ TRUSS RAIN BUSTER 440 SELF -ADHERED TAPE OVER ELASTOMERIG CAULKING DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +1-15/18" WINDOW TO BLOCK +3/4 OR +5/4 �R1 WINDOW TO BLOCK +1-1/2" WINDOW TO BLOCK +1-15/16" "SCALE: SCALE: 3/8"=1'-0" 3/8"=1'=0" MEMBRANE FLASHING TO LAP 2X4 NAILER FOR 5/8" TYPE "XI OVER ADJ. BLOCK MIN 8" DRAFT STOP DRYWALL METAL LATH TO LAP OVER DRAFT STOP ADJ. BLOCK MIN 16" I/2" PLYWOOD 7 ' TRU55 (3) 12D NAILS t EA END 5/8" TYPE "X' ..;-_,.:........ .. ...... . ...._..._._.�.... -.,--._..,,._._ DRYWALL ' /�r�I DRAFt SLOP �L,'- N VIEW 2X4 BRACE J BOX AIR SEAL GASKET BETWEEN WOOD CASING E 22" x 30" FLASHING /� T 1 v t� WOOD T o JL GYP. BOARD, TYP. ¶� A ®� (1) LAYER OF GYP. BOARD ADHERED WOOD CASING At 51DE �p j� �¶j� DRAFT J1 STOP j� jj D E JL AIL DETAIL BLOCK WALL N T S T �' JL� ` +� CHANDELIER DETAIL TO PLYWD. 5HT. (COORDINATE THICKNESS WITH ADJACENT CEILING) ATTIC ACCESS DETAIL NTS (IF APPLICABLE) NTS (WHERE APPLICABLE) ` -� NTS " NTS 2x NREBLOCKING BETWEEN ENG. TRUSSES g T.O. DBL. TOP PLATE DBL. TOP PLATE 2x FIREBLOCKING BETWEEN EXTERIOR STUDS 2x FIREBLOGKING BETWEEN ENG. TRUSSES 0 DROP CLG. FIRE BLOCKING DETAIL ((& STUD WALL) ®GALE: N.Th. R-20 SPRAY FOAM INSULATION R-VALUE TO 2X4 PARTITION MEET MIN. CODE WALL STUDS a REQUIREMENT AS SET 24" O.G. FORTH IN FBG 2014 R-20 SPRAY - FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 X3" CONS 42" HIGH GUARDRAIL CRE7E - - - F_C SEE CTURAL S) X3" ONS O.G. - - ETAL FIN15H SECOND FLOOR EL. II'-9 5/16" ING STAIR LANDING 10" MIN. 36' HIGH CONTINUOUS INSULATION w GUARDRAIL 34' H. MINIMUM, 36" H. -(L MAXIMUM" CONTINUOUS HANDRAIL PRE-ENG ? SUPPORT WOOD TRUSS SCREEN 24" O.C. MAX. ATTACHED TO 2-STORY BLOCK WALL SECTION INSULATION SUPPORT WALL STUDS (® COVERED BALCONY) SCREEN ATTACHED SEALED ATTIC xxs TO PRE-ENGINEERED PARTITION WALL DETAIL WOOD TRUSS SCABS: N.TA. NOTE: II ,i II II II 67AIR6 RISERS TO CONFORM TO FBG 2014 3/I6" MAX. VARIATION IN RISERS/TREADS i ADJACENT TO EACH OTHER 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL i d CIRCULAR CROSS SECTION DfA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT d RAIL (SEE STAIR MANUF. C%RASPAB1L17Y WINDERS- MIN. 6' WIDE is NARROW END MIN. II" WIDTH ID12" FROM 1 1/2' FOR TYPE AND SIZE) NARROW END 34"H. MIN. TO 38"H. MAX. HANDRAIL HGT. " P II I d 62 X U5 D. 2x4 STUDS . SEE STAIR MANUFACTURER'S SHOP DRAWINGS FOR MORE INFO AND EXACT �a 16 O.G. DETAILING ,I u WALL SPACER d 2x4 STUDS m THIS RAILING SYSTEM IS DESIGN 70 RESIST A LOAD OF 50 PLF FOR A m I6" O.G. CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF m 8 BLKG. $UGH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION 2x q 2x BUILDER 2x8 BLKG w/ 3 PRODUCES THE MAXIMUM STRESSES, FBC 5TH ED_ (2014) 160T.8_I ! 106i.8.1.1. ii Id m 1 I/2' 126 NAILS EA. END DRYWALL FIRESTOPPING SHALL BE INSTALLED IN CONCEALED SPACES BETWEEN STAIR d _ 6TRINGERS AT LEAST ONCE IN THE MIDDLE OF EACH RUN, AT THE TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITH ADJACENT RUN OF STAIRS OF THE RUN PER FBC 2014. SECTION R302-11.3. MATERIAL FOR FIRE BLOCKING SHALL - :: a':';:• .:. i := _ a_ .. -:.: r-; ...:: CONFORM TO FBG 2014 SECTION R302-II FINISH FLOOR SLAB WALLMOUNT RAIL BLOCKING DETAIL 2 1/2" X 1 3/8' BALUSTER ATTACHED USING (3) 010 PRODUCTION RAILING SYSTEM X 3 112, SCREWS RAILING SYSTEM TO COMPLY WITH THE FLORIDA BUILDING CODE 42" HIGH RAIL 1 3/8" x 5 1/4' RAIL RESIDENTIAL - 2014 - IN ACCORDANCE WITH SECTION - R312 BALUSTERS SPACED TO MAX RADIUS AT �Q REJECT A 4' SPHERE PICKET N051NG 9/16" FASCIA m �STA�R SECT�oN 3/4"-1 1/4'I Q Q I/4" X I I/4' BALUSTER ATTACHED TRIM (e TO FASCIA AND RAILING U51NG A 6511 71TE50NO WOOD GLUE OR EQUIV. TREAD mQ AND NAILED W/(2) - 2" 168 NAILS X TOP AND BOTTOM. z _ S 1 I/16" X g" FASCIA ATTACHED STAIR z > j USING •10 X 1 3/4" 5CREWS STRINGER S -- D DETAIL B-1 RYWALL m " J'I ®q ��� TREAD NOSING S B-1 IIA-_/2"=1'-0" COVERED BALCONY 3/16, • 24' O.C. = 0 CON SLAB IN QUA'" EQU EQUA EQUAL QU STRU PLAN METAL STUD EXTERIOR HIGH DROP CLG. HAT(SEE ELECTRICAL FRAMING (21 3/16" PLAN FOR QUANTITY 3/8' STUCCO FINISH TAPG ND LOCATION) ON WIRELATH 10 2AII W/ MY COVERED STUD LANAI FRAM , E LOMWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www. a bdesi-E nEroun.con DRAFTING BY: A.S. DESlGIIi GROUP DRAfTM INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 08- 68 FAX 0 h 4 U h q Q F Q I L : RIVER]BEND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD "FLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: DOOR AND WINDOW ATTACHMENTS DETAILS 170 WPH EXPOSURE C ARC n-ECT. STATE OF FLORIDA DATE: 06/30/16 SCALE: AS NOTED SHEET INTO: ie Cc ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLY7AND SHEATHING, NAIL SPACINTYPE). EMBED. STRAP (SEE STFOR TYPE, SIZE, "OF NA TAI DE S), L WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES g BLOCK WALL \_ PRE-ENG WD. TRUSS 24" O.C. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAvE (AT BARREL TILE ONLY) GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED STRCC SEE FASCIA (SEE STRUCT. FOR ELEV. ATTACHMENT) STUCCO SOFFIT -m UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C 4 D) NOT LESS THAN I/V TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) Q N 2 COATS, �" THICK STUCCO z q - U FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER 9 0 CEMENTITIOUS TILE OVER *90 — FELT TO CONFORM W/ ASTM D 226, TYPF 01 OR ASTM D 4B69, TYPE 411 STANDARDS IX2 P.T. FIRE -STOP -2 CLG. R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 1/2" HIGH STRENGTH RIGID DRYWALL gk 1ST. FLR. BRCS. HGT SEE ELEVATIONS BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND — REINF.) 8'-0" WDW HD. HGT. PRECAST LINTEL (SEE STRUCT. DWGS: FOR SIZE AND REINFJ I FALSE BOTTOM TRUSS WHERE APPICABLE IX2 P.T. FIRE -STOP AT AT 8'-0" A.F.F. 14 R-4.1 FOIL INSULATION 1 WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS S" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINFJ Ix2 P.T. FURRING STRIPS 6 24" O.C. 1/2' GYP. WL. BD.� WOOD BASE Ix2 P.T. FURRING STRIPS—\ J 0'-0" FIN. FLR_ ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, °" OF NAILS 4 DETAILS). PRE-ENG UD. TRUSS 24" O.G. MAX. METAL AVE (AT TO COMPLETELY SEAL EAvE (AT BARREL TILE ONLY) + SEE ELEV. GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR _ ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATION S) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. ATTACHED PER MANUF. RECOMMEND. + n 0 FINISH GRADE Q. MONOLITHIC CONC. FOOTING o a : c (SEE STRUCT. PLANS FOR a qIZ§ AND REINF.) 2 COATS," THICK STUCCO FINISH APPLIED DIRECTLY 70 MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB I— STORY BLOCK WALL SECTION (NON —FIRE RATED) �— ROOF'SHEATHING (SEE STRUCT. CEMENTITIOUS TILE OVER *90 D_, 75, FOR PLYWOOD SHEATHING, FELT TO CONFORM W/ ASTM D 226, MAILING SPACING AND TYPE). TYPE 01 OR ASTM D 4869, TYPE 01 2x4 INSULATION STOP BETWEEN STANDARDS EACH TRUSS WITH 1" MIN SPACE WHEN USING SPRAY FOAM BETWEEN INSULATION AND ROOF INSULATION PROVIDE 5F THING INSULATION BAFFLE BETWEEN MBED. STRAP (SEE STRUCT FOR TRUSSES 0 BLOCK WALL YPE, SIZE, " OF NAILS 4 DETAILS). R-20 SPRAY FOAM INSULATION R-VALUE t0 METAL 5IR05TOP TO COMPLETELY MEET MIN. CODE 5EAL EAvE 'AT BARREL TILE ONLY' REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WD. TRUSS 24" O.C. MAX. FLR. BRG. HGT SEE ELEVATIONS 1/2" HIGH STRENGTH RIGID DRYWALL GALV.-METAL DRIP EDGE IX2 P.T. FIRE -STOP SEE ELEV. Ix2 P.T. g CLG. �. + 2x8 PRE -PRIMED SPRUCE BOND BEAM (SEE STRUCT. FASCIA (SEE STRUCT. FOR SIZE, DWGS FOR SIZE AND REINF.) MATERIAL AND ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2"' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4.1=AST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC RSOC . rn--� CANTILEVER TRUSS SECTION SEE WINDOW SCHEDULE FOR WINDOW TYPE SOLID SURFACING MATERIAL SET IN FULL BED OF CONSTRUCTION ADHESIVE SEALANT g G PERIMETER (T T f=.) 1/2 IN. GYPSUM WALLBOARD Ix2 P.T. FURRING - STRIPS -T 16" O.G. SCALEE:3/4"=1'-0" (NON —FIRE RATED) ALUMINUM FRAME SECURE FRAME TO SILL WITH SILICONE P-T. WOOD BUCK SEE STRUCTURAL PLANS I I FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.) ��T CMU (SEE STRUCT WINDOW VY INDO tlY SILL DWIS. FOR REINFJ AT EXTERIOR WALL 5CALE: 3"=1'-0" STUCCO SOFFIT 0 UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C NOT LES6 THAN 1/2" TOTAL THICKNEMS OVER FELT MTL. LAT LAPPED NOT LESS THAN 1" 4 FAST W/ 3/6" HEAD GALV. NAILS (2 PER TRU55 >11N.) PROVIDE CONT. 3' WIDE 5CREENED VENTS w/ WIRE MESH CORRO61ON RESISTANT 1/0' MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS. AS PER FBC R806. >L STUDS )RYWALL F�IPE BOAR:: ER VENT H FLOOR C. SLAB WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL:i\\ ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLY*AN SHEATHING, NAIL SPACI TYPEJ. lx2 P.T. 2x8 PRE -PRIMED SPRUC FASCIA (SEE STRUCT. FOATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. CEMENTITIOUS TILE OVER *90 FELT TO CONFORM W/ ASTM D 226, TYPE 01 OR ASTM D 4069, TYPE 1*1 STANDARDS OUTRIGGER5 (SEE STRUCT. DWGS. FOR SIZE 4 ATTACHMENT) a- -20 SPRAY FOAM INSULATION ''��'' R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN .: FBC 2014 PRE -ENS WC). TRUSS 24" O.G. MAX. 16T. FLR. BRG. HGT ,L 6 BOND BEAM (SEE STRUCT. DWG5 FOR SIZE AND REINF.) I 2x4 P.T. NAILER PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) ' 2 COATS, THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8' CMU (SEE STRUCT DWSS, Z FOR VERT- AND ILCRIZ- REINF.) u� �0 FINISH GRADE 6-0" WDW HD. HGT. / FALSE BOTTOM TRUSS WHERE APPICABLE I I/2" HIGH STRENGTH RIGID DRYWALL IX2 P.T. FIRE -STOP AT I CLG, 4 At 8'-0" A.F.F. R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINF.)Ix2 P.T. FURRING STRIPS 6 24" O.C. 1/2" GYP. WL. BD. WOOD BASE Ix2 P.T. FURRING STRIPS Ilk0'-0° FIN. FLR a. I e , l—STONY BLOCK WALL SECTION SCALE: 3/4"=IIo�II (NON FIRE RATED) M-WIG: I TT — I CiHL WHLL .�GtiI Ivly 5HOW5 CONSTRUCTION METHODS. DETAIL INDICATES SOFFIT CONSTRUCTION AND UN -INSULATED ATTIC UNCONDITIONED ROOF SOFFIT DETAIL &CAL€: 3/4" = I'-m" SECTION ELEVATION DRYER VENT BOX TYPICAL DETAIL SCALE: 1 1/2"= I'-O' SEE ELEV ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD 5HEATHING, NAILING SPACING AND TYPE). 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT ® UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT' LESS THAN 1" 4 FAST W/ 3/9" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. CONT. METAL TRACKS, TOP 4 BOTTOM BRG. HGT. ` SEE FLOOR PLAN 1/2" HIGH STRENGTH RIGID DRYWALL r Al METAL STUDS 24" O.G. W/ FULLS LENGTH LAYER OF 1/2' GYPSUM WALLBOARD ATTACHED TO EACH SIDE -0 12, O.C. NOTE: 1/2" MILDEW RESISTANT DRYWALL OR DENSHIELD OR EQUAL AT ALL TU55 AND SHOWERS SECURE BOTTOM TRACK WITH 1" X .143 DIA. POWER ACCUATEP FASTENERS WITH 3/4" WASHERS, 32" O.0 MAX AND a"MIN FROM EACH END CONC. SLAB WHEN USING SPRAY FOAM NSULATION PROVIDE NSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL 2x4 P.T. NAILER 2 COATS, }" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. B` CMU (SEE STRUCT DWSS. FOR VERT. AND HORIZ. REINFJ FINISH GRADE NOTE- PROVIDE TERMITE TREATMENT BELOW SLAB TRUSS 0 TYP. INT. WALL METAL STUDS 5 NON- BRG. 5CALE: 3/4" =1' -m" A R C N IT I C TO Deli n 51 Grau im 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AAA 5 A.B. DESIM GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE Ed UBDIV. 8c LOT: RIVERBEND LOT #2 PROJECT## 03303.002 MODEL: FAIRFI]ELD "FLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: MONOLIT]H[IC WALL SECTIONS & MISC DETAILS 170 MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA Z, 06/30/16 scALE: AS NO SHEET Nle co� CEMENTITiOUS TILE OVER OSO FELT TO CONFORM W/ A57M D 226, TYPE 01 OR ASTM D 4869, TYPE 01 STANDARDS OR NON-STRUCTURAL METAL ROOFING OVER 030 FELT TO CONFORM W/ ASTM D 226, TYPE "2 WHEN USING SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRU55E5 a BLOCK WALL METAL 51RDSTOP TO COMPLETELY SEAL EAVE (AT 5ARREL TILE ONLY) GALv. METAL I DRIP EDGE / SEE Ix2 P.T. LEI/ 2x8 PRE -PRIMED SPRUCE — FASCIA (SEE STRUCT. FOR ATTACHMENT) STUCCO SOFFIT m UNDERSIDE OF TRUSS TAILS (ELEVATION$ A, C 4 D) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8' HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. 2 COATS, J" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. R€COI" IMEND. LEDGER (SEE STRUCT. DWG: FOR ATTAGHP'IENT) BOND BEAM (SEE STRUCT. - DWG5 FOR SIZE AND REINFJ IX2 P.T- FIRE=STOP - ro CLG. 4 66-0" A.F.F. 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. NOTE: PROVIDE TERMITE TREATMENT BELOW 5LAE T O 2X4 P.T. NAILER WHEN USING SPRAY FOAM STUCCO SOFFIT a UNDERSIDE OF IST. FLR- 13RG- HGT INSULATION PROVIDE TRUSS TAILS (ELEVATIONS A, C 4 D) SEE ELEVATIONS INSULATION BAFFLE BETWEEN NOT LESS THAN 1/2" TOTAL TRUSSES -0 BLOCK WALL THICKNESS OVER FELT MTL. LATH, LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV_ NAILS (2 PER 3EE 8-0" ' UDW HD, HGT. ROOF SHEATHINGS (SEE TRUSS MINJPROVIDE CONT. 3" WIDE ELEV. STRUCT. DWGS. FOR PLYWOOD SCREENED VENTS W/ WIRE MESH SHEATHING, NAIL SPACING AND CORROSION RESISTANT 1/8" MAX j NOTE: TYPICAL WALL SECTION TYPE). OPNG- ONLY WHERE INDICATED ON SHOWS CONSTRUCTION METHODS. ELEV. VARIES ROOF PLAN. THROUGHOUT ALL DETAIL INDICATES SOFFIT PER ELEV. SEE ELEV. ELEVATIONS. AS PER F$C R806, CONSTRUCTION AND UN -INSULATED S F GA LE ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WOOD TRUSS 24" O.G. MAX. 2ND FLR. ERG. HGT SEE ELEVATIONS EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, P OF NAILS 4 DETAILS). / FALSE BOTTOM TRUSS WHERE) APPICABLE 1/2" HIGH STRENGTH RIGID DRYWALL IX2 P.T. FIRE -STOP @CLG. 4 68'-0" AF.F. ISOND BEAM (SEE STRUCT. DWGS FOR SIZE AND REINFJ R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. DWGS. FOR SIZE AND REINF.) µ)INDOW ATTACHMENT AS PER MANUFACTURER'S 6PECIFICATION5 FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINFJ + — iX2 P.T. FURRING 2X4 P.T. BLKG OEE 5TRUC7URAL PLANS 4" GYPCRETE TOPPING ON PLYWOOD SHE OR a" EDGE GOLD PANEL (SEE OTRUCTURAL PLANS) TOP OF BOND SEAM SEE ELEVATIONS s EILING HEIGHT EE ELEVATIONS HIGH STRENGTH RIGID J DRYWALL gk 8'-0' WDW a. 9 a a . jig-4.1 FOIL INSULATION F>RECAST LINTEL (SEE STRUCT. jOWGS. FOR SIZE AND REINF.) WINDOW ATTACHMENT AS PER MANUFACTURER'S 6PECIFICATI ONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS. FOR REINFJ Ix2 P.T. FURRING 5TRIP5 a 24'— O.C. e" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINFJ 1/2' GYP, WL. BD. WOOD BASE - -� IX2 P.T.OIL UIDRRING > FIN. FLR. MONOLITHIC CONC. FOOTING - (SEE STRUCT. PLANS FOR SIZE AND RE I NF) ATTIC SHEER B HEIGHT 1F� Ix2 P.T. WHEN INSULATION TION UNCONDITIONED 2x8 PRE -PRIMED SPRUCE FOAM INSULATION PROVIDE �r DETAIL � FASCIA (SEE STRUCT. FOR E E INSULATION ®O E S O E E IT D E T AI ATTACHMENT) BAFFLE BETWEEN SCALE: 3/4" =1' -V TRUSSES � BLOCK WALL PRE-ENG WD. TRUSS 24' O.G. STUCCO SOFFIT a UNDERSIDE OF MAX. TRUSS TAILS NOT LESS THAN 1/2" METAL BIRDSTOP TO COMPLETELY TOTAL THICKNESS OVER FELT MTL. SEAL SIRAVE "AT BARREL TILE LATH. LAPPED NOT LESS THAN P 4 ONLY„ FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806, GALV. METAL DRIP EDGE Ix2 P.T. 6EI_ ELEV. 2x8 PRE -PRIMED SPRUCE / FASCIA (SEE STRUCT. FOR ATTAC_HMENT ) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS (ELEVATION B) NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN I" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. �- 2 COATS, i" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2ND FLOOR TRUSS SEE STRUCTURAL PLANS FOR ATTACHMENT 4 TRUSS LAYOUT / ENGINEERING FOR ADDITIONAL INFO BOND SEAM (SEE STRUCT. DWGS FOR -slztr AND REINF') y IX2 P.T. FIRE -STOP 6 CLG. 4 aV-O" A.F.F. 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MA50NRY OR STONE VENEER ATTACHED PER MANUF, RECOMMEND. CEMENTITIOUS TILE OVER OBO - FELT TO CONFORM W/ ASTM D 226, TYPE 01 OR A57M D 4869, TYPE 01 STANDARDS R-20 SPRAY FOAM INSULATION R-VALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 FLR. BRG. HGT SEE ELEV'S WHEN USING SPRAY - FOAM INSULATION PROVIDE INSULATION BAFFLE 4 BETWEEN TRUSSES z qua �a BLOCK WALL 0 1/2" HIGH 5TRENGTH- RIGID DRYWALL IX2 P.T. FIRE-STOP- CLG. O q BOND BEAM (SEE STRUCT. a 4 GRADE DUl FOR SIZE Q °"< AND REINFJ 2—STORY BLOCK WALL SECTION SCALE: 3/4°al'-0" (NON —FIRE RATED) BOND SEAM (SEE STRUCT, - DWGS FOR SIZE AND REINFJ 2 COATS, j" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND - LEDGER (SEE STRUCT. DWGS. FOR ATTACHMENT) BOND BEAM (SEE STRUCT.— DWGS FOR SIZE AND REINF.) IX2 P.T. FIRE -STOP g CLG. 4 m8'-ID" A.FF. 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 2X4 Ill NAILER WHEN U61NG SPRAY FOAM CEMENTITIOU5 TILE OVER 030 FELT TO INSULATION PROVIDE CONFORM W/ ASTM D 226, TYPE "I OR INSULATION BAFFLE BETWEE ASTI'll D 4869, TYPE 01 STANDARDS TRUSSES -a BLOCK WALL OR NON-STRUCTURAL METAL: ROOFING OVER 030 FELT TO CONFORM W/ ASTM ROOF SHEATHING (SEE D 22(o, TYPE 02 STRUCT. DWG5. FOR PLYWOOD SHEATHING, NAIL SPACING AND OUTRIGGERS (SEE TYPE). STRUCT. DWGS. FOR ATTACHMENT) ELEV. VARIES PER ELEV. SEE ELEV. SHEETS FOR GABLE HEIGHT - R-20 SPRAY FOAM °" Ix2 P.T. INSULATION R-VALUE TO MEET MIN. CODE 2x8 PRE -PRIMED REQUIREMENT AS SET ` - ", EE E V SPRUCE FASCIA (SEE FORTI I IN FBC 2014 STRUCT. FOR ATTACHMENT) 2ND FLR. BRCS. HCat ELEVATIONS LSEE STUCCO SOFFIT g PRE-ENG WOOD — — — — — — UNDERSIDE OF TRUSS TAILS TRUSS 24" O.G. MAX. - - - - - - NOT LESS THAN I/2" TOTAL TNIGKNE55 OVER FELT MTL. LATH. LAPPED NOT LE56 THAN I" 4 FAST W/ 3/6' HEAD GALV- NAILS (2 PER TRUSS FALSE BOTTOM TRUSS WHERE MIN.) AS PER FBC R806. APPICABLE 1/2' HIGH STRENGTH RIGID DRYWALL 1X2 P.T_ FIRE -STOP orLG- 4 m8'-0" A-F-F- R-4.1 FOIL INSULATION BOND BEAM (SEE STRUCT. PRECAST LINTEL (SEE STRUCT_ DWGS FOR SIZE AND REINFJ . DWGS. FOR SIZE AND REIN1=J WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS 2 COATS, 2'" THICK STUCCO FORMED AND POURED FINISH APPLIED DIRECTLY TO CONCRETE SILL (SEE STRUCT. MASONRY OR STONE VENEER a.:. DWGS. FOR REINF.) ATTACHED IX2 P.T. FURRING PER MANUF. RECOMMEND 2X4 P.T. BLKG SEE STRUCTURAL PLANS " GYPCRETE TOPPING ON PLYWOOD SHEATHING OR a" EDGE GOLD PANEL SEE STRUCTURAL PLANS 2ND FLOOR TRUSS TOP OF SEE STRUCTURAL OND BEAM PLANS FOR • EE ELEVATIONS - ATTACHMENT 4 r_ TRUSS LAYOUT / ENGINEERING FOR • ADDITIONAL INFO FILING HEIGHT BOND BEAM (SEE STRUCT. EE ELEVATIONS DWGS FOR SIZE AND REINF.) 1/2" HIGH STRENGTH RIGID DRYWALL 8'-0" wny `" IX2 P.T. FIRE -STOP ID CLG- 4 65'-0" A.FF. ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH 1" MIN SPACE BETWEEN INSULATION AND ROOF SHEATHING EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, M OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.C. MAX. METAL EIRDSTOP TO COMPLETELY Q SEAL EAVE "AT BARREL TILE ONLY" 13 GALV- METAL DRIP EDGE P IX2 P.T. 2x8 PRE -PRIMED SPRUCE 9a FASCIA (SEE STRUCT. FOR SIZE, ` MATERIAL AND ATTACHMENT) d d GRADE �'-- STUCCO SOFFIT Q UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8' HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. CANTILEVER TRUSS SECTION SCALE: 3/4"=1'-m" (NON —FIRE RATED) R-4.1 FOIL INSULATION PRECAST LINTEL (SEE 5TRUCT. DUGS_ FOR SIZE AND REINF,) WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS_ FOR REINF.. 8" CMU (SEE STRUCT DWGS. ---� FOR VERT. AND HORIZ. REINF_) Ix2 P.T. FURRING STRIPS ® 24" O.G. 1/2" GYP. WL. BD. WOOD EASE Ix2 P.T. FURRING OIL 01-04 N. I FF FN. FLR. —MONOLITHIC CONC. FOOTING (SEE STRUCT. PLANS FOR SIZE AND REINF.) 1/2" THICK, 2 COAT STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. w N w L �O �� 10 GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB 2—STORY CLOCK WALL SECTION 5CAL€:3/4'=_V-0" (NON —]FIRE RATED) IF VIl wwr Ina 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigntigroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAF TNG INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL33442 (954)482-0957 OFFICE 954 08- 468 FAX h a U W q Q ti a r M� w SUBDI'V. 8e LOT: RIVERBEND LOT # 2 PROJECT¢# 03303.002 MODEL: FAIRFIELD "FLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS MPH EXPOSURE G ARCHITECT STATE OF FLORIDA JUN SATE: 06/30/16 SCALE: AS NO SHEET N-file U.W D R C N I T E C T S L GT�RICAL LE FIND SYMBOL DEFINITION NOTES EQUIPED WITH GROUND 120V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT TYPE) 110v OUTLET EQUIPED WITH GROUND FAULT INTERUPTER 1/2 OF OUTLET (TAMPER RESISTANT WIRED TO SWITCH TYPE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER (TAMPER RESISTANT GFI TYPE) W1/ 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT W/ PLASTIC INTERRUPTER 1i1�1WP 5U55LE COVER SWITCH �3 SWITCH 3-WAY OPER. 1�4 SWITCH 4-WAY OPER. SWITCH DIMMER WALL MOUNTED LIGHT CEILING LIGHT OVP VAPOR PROOF LIGHT O RECESSED CAN 0 4" MINI -RECESSED CAN VENT. FAN 1 CFM PER 50, FT. I GPM PER VENT. FAN W/LIGHT SQ. FT. 3 BULB LIGHT STRIP 2' LIGHT STRIP 4' LIGHT STRIP 2 BULB AP ® 4' FLUORESCENT LIGHT 14ROUND 2' RECESSED 2-BULB WRAP Q� FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL 0 5T1;i1JCTURED CABLE PANEL INCLUDES OUTLET p PANEL METER SD SMOKE DETECTOR MATT, BACK-UP W/ HARDWIRE INTERCONNECTED t3ATt. SACK -UP W/ s1kco GAfWON MONOXIDE/ HARDWIRE MTER- CONNECTED SHALL \�dJl BMOI DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4' FROM WALL ' TELEPHONE JACK WATER HEAT. WH DISCONNECT AC AIR. COND. DISCONNECT Tv TELEVISION JACK aV A.F.F. CEILING BOX REQ. TO O J-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED A$ SUCH FOR INSPECTION CEILING BOX FiEQ.TO PROVfDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE: FOR KP ALARM SYSTEM AUDIO CONTROL VOLUME CONTROL AK KEYPAD mpg PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER RR CONTROL BOX PROOF LOW VOLTAGE BOX EXTERrOR WALL O THERMOSTAT MOUNTED �WEAOTH ER VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER Box LOW VOLTAGEX cNIME CHIME, VERfFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT �( PENDANT �Q( L IGHT UNDER r-----� CABINET LIGHTING VOLUME © CONTROL DROP COORDINATE ® SPEAKERS ITW/ MANUFA MANUFACTUURR ER VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER © WALL MOUNTED TV COORDINATE INSTALLATION W/ PRE -WIRE MANUFACTURER COORDINATE -------- OVER CABINET INSTALLATION W/ LIGHTING MANUFACTURER MA-5 MA-2,4 WP 30, I NF NEMA 3R METER FIELD VERIFY LOCATION \ — — — — — — \ A9 \ A'91 iCOVERED \ \. A9 `� `J LANAI \ AM / CASUAL 11--- -�` DINING I I j.-Y �F 1 A24 F"A24 4 n A91 All A17��� _ WP i' N T AS PER �-`_ 1 Bea I ! MA=na wnnn AS j� 1,&1 1 I�\ B6 V/A29 U55 U m WH A6,8 IISGON En csrl All,— \All All OUTLET /FOR D15P. J IT :)I5P SWITCH INSTALLED ® I Al INSIDE GAB. .� I I J An All OUTLET - J FOR D-W_ 2 COOKTOP II W/ HOOD A5 -AI3v. GFI All Ql`Y wr KIT CHEN A17 CHEN L — DBL. A (REP. A5 5 AI3 `y I LAUNCIP 44"A.F.F. F. FOR -A15J GARAGE DR. I OPENER , WALL MOUNTE6 / LIGHT W/SWITCW IN ATTIC GARAGE w w (p Q A20 CLG. IL OUTLF!T FOR GARAGE DOOR MA-6 n A26 SPRINKLER AT4T - - - = - - A24 -` - - - - - - - - - - - - - - A24 COACH -� LIGHT _-�--�COACH LIGHT • ELECTRICAL CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR AL REQUIREMENTS FOR THE A/C UNIT. • SHALL VERIF'r' EXACT IRFIMEAKER AND WIRE SIZE PRIOR TO ORDER ANY EQUIPMENT AND NOTIFIED ENGINEER OF ANY DISCREPANCY 52 ---------- 52 52 J-C------------ I I' riv. TO LIGHT MASTER SUITE Ily(sy I I I I I 1 FI><TURE5 Tv / �ABovE An(*1 ` 52 GREAT ROOM RO ND 660" Al B2 152� I OUN FIREAUIR I T I II I 11 I 54 52 Sr I AIg I I L\� ``•� I I 1 _171-------J TO LIGHT ---'--------J FIXTURES 1 I 1 (ABOVE) 52 54 AID-� AI5 A29—�-- All � S.D. , GFI ✓� 7�✓ ( 1 /CO - - \I I I ® CHIMES gA19 \-J�- AI5 g A29 WALL Alg MOUNTED MASTER' AFCI S.D. 21 o I I BATH: 54 I VP ` - - PWDRj A21 VP r—AI3 o 54 A13� 1 �` `-� I' FOYER I Tr" `'� I� l 54 54 All cc, A13 413 I Al L - T IC \ I W. I /" "P.B. FOR -- --- CHIMES ------- - ----- WPC---- " COVERED ENTRY A2 A24 - - - A24\ COACH 1 LIGHT / I I i A24 COACH LIGHT F1]RST FLOOR,]E�L]ECYIRSCA]L �PCLAN SCALE: 1/4" = 1'-0" 54 A2T(�i�� 1 B4 C. A21 I I I I I HALL I I I L----- 4_ 41-------� A2 yr \ A21 A21 116' A21 A21 �✓� � �_IT�� A2I-LAUNDRY A21 BULK AI4.lro Ala ROOM \ GFI 44'AFF. \ r = T 1, WALL Y'>- MOUNTED P.B. FOR - `- A25J AGE DR. W/SWITCH OPENER IN ATTIC A22 CLG. OUTLET A25 FOR GARAGE DOOR GARAGE 12 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 08-2468 FAX ti I� q ,I I� q SUBE)IV. & LOT: RIVER]BEND LOT #2 PROJECT#} 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D GAR -AGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 17U MPH EXPOSURE C ARCMTECT: STATE OF FLORIDA 11 JUN ® 9 1 06/30/16 AS NOTED I. THE ENTIRE IN6TALLA710N SHALL BE IN ACCORDANCE W17H THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-10, THE LAfiES7 EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS, 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST 5E APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TE5TING AGENCY. 3. IT IS N07 THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECE55ARY FOR EQUIPMENT 70 BE PLACED IN PROPER WORDING ORDER. 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 5, ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6- A. ALL CONDUCTORS SHALL BE COPPER 7YPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS 07HERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE *14 A.W.G. UNLESS OTHERWISE NOTED, C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUI7 BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG-IN. d. ALL 120-vOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLINGS UNITS FAMILY ROOMS, DINING ROOM5, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATfON-TYPE IN5TALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUI7. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT 5HA-L BE HACK TYPE CIRCUIT BREAKERS. F. A.I.G. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. T. WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLIN55 APPROPRIATE FOR THE USE, SHALL 53= INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR U6E WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. G. TYPE MC (METAL CLAD) CABLE W17H ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONGEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. 7YPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND 15 ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION 5. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. 9. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIF19D ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO t5E 12K AIC RATED UNLESS OTHERWISE NOTED. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, COWRACTOf;� SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTEC7ION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION, 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUM1F`5 PER MANUFACTURER'S RECOMMENDATIONS. 12, PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-8(a). THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, K17CHENS AND AT WET BAR SINK ARE, AS APPLICAf5LE. 13. PROVIDE COMBINATION TYPE ARG FAULT PROTECTION CIRCUIT BREAKER (AFCI) FOR OUTLETS INSTALLED IN ALL DWELLING UN/8 ROOMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC FAULT CIRCUIT BREAKER. 14, PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEET5. 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BAPK UP AND BE CONNECTED TO LIGHTING CIRCUI7 AHEAD OF SWITCHES. ALL SMOKE DETECTORS WITHIN THE HOUSE 5HALL 5E INTERCONNECTED FOR SIMUL7ANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. 51vGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR K17CHEN DOORS. CONTRACTOR SHALL vERFY IN FIELD 16, HYDROMA58AGE BATHTUBS SHALL BE INSTALLED AS PER NEC 600 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 650-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS A550CIATEP WITH THE HYDROMA55AGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN * S SOLID AS PER NEC r080-14 11. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE Ia. LIGHTS LOCATED ABOVE SHOWER OR 5A7H TUB SHALL BE SU17ASI-E FOR WET LOCATION (SHOWER TRIM). 1'5. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20, A MINIMUM OF 15 e OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES 5HALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS. 21. RECESSED LIGHTING 70 BE AIR 71GH7 AND IC RATED, F15C-R402.4.5. P,4LL7 C;L�RRE 7 C;ALCLL4710 l FPL TRANSFORMER 100 KVA Fla (I00 KVA) = 411 A to 240V,10: 1 LET THRU = 417/Z(1.6) = 42,119A IT Is: *1 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L'= 40' CONDUCTOR C VALUE: 7,493 F- 2 x L x I = 2 x 40 x 42,779 = 1.9023 T,493 x 240 G x EL-L M = I = I = 0.3445 I + F 1 + 1.9023 scA' AVAILABLE FROM UTILITY x M = 42,119 x 0.3445 = 14,739 AMPS USE 22K, A.I.G. RATED AT THE SERVICE USE IOK, A.I.C. RATED AT PANELS WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 200 Amp M.C.B FEEDER: 3- #410 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #4 Cu (0) in 2-1/2" C. Wire Pole Bkr Description Wattsr Circuit Watts Description Bkr Pole Win: #8 2 40 AIC CU-1 888E 2 4992 AIC CU-2 4 30 2 #10 #12 1 2D Exterior Receptacle 1200 6 1000 Sprinkler 20 1 #12 8 Smea PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.L.O FEEDER: 3- #4/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #350 AL THWN & 1- #4 Cu (G) in 2-1/2" C. GARAGE oU7S1pE WALL 300 AMP METER COMBINATION * 3 3*i Cu, THWN 120/240, IPH, 3W, NEMA 3R 03 4/0 Cu, THWN * +I% Cu (G) IN 2" CONDUIT +I 6 Cu (G) IN 2" CONDUIT OR NEMA 3R 3*350 ALO�HWN 3*1/0 AL, TH LN PANEL PANEL +1*4 Cu (Gz) IN 2 1/2' CONDUIT +1*6 Cu (G) IN 2" CONDUIT . ■ � A 100A 200A M O3*12 Cu, 7HWN IN 112" CONDUIT 200A I00A MAIN MAIN M.L.O. M.L.O. BREAKER BREAKER GABLE / 7v B A WEATHER PROOF Box NE -MA 3R PHONE / DATA O WEATHER PROOF BOX INTERSYSTEM BONDING SPRINKLER TERMINAL AR LOW VOLTAGE GROUND LINE CONNECTIONS #12 1 20 Small Appliances 1500 r 1 2 12000 Cooktop 60 2 114 #12 1 2D Microwatie 1800 3 4 #12 1 20 Small Appliances 1600 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1200 7 8 #12 1 20 Dining I Casual Dining Recap. AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 912 #14 1 15 Din. Lts / Foyer/ Hall #1 1 Pan. AFG 1000 13 14 Saco Dryer 30 2 #10 #14 1 15 Great Room Lights AFCI 1000 15 16 #14 1 15 Kitchen Lights I Gas. Din. AFCI 1000 17 18 1500 Washer GFI 20 1 #12 #12 1 20 Great Room Receptacles AFCI 1200 19 20 1000 Garage #1 Door Opener GFI 20 1 #12 #12 1 20 Laundry and Bulk Room AFCI 1200 21 22 1000 Garage #2 Door Opener GFI 20 1 #12 #12 1 20 Hood Fan 1200 23 24 1200 Exterior Lighting 20 1 #12 #12 1 20 Garage Lights & Receptacles 1500 25 26 1000 AT & T GFI Receptacle 20 1 #12 #12 1 20 Hall #2 1st Floor/ PWCR AFCI 1000 27 28 Space #14 1 15 SD & SlCO AFCI 1000 29 30 Space Space 31 32 Space Space 33 34 Space 2 50 Double Electric Owen 9000 35 36 Space 37 38 Space #8 2 40 AIC AHLI 0 (Healer 5 KVA at 65.6) 7556 N.C. 4524 N.C. A/C AHU-2 (Heald' 5 KVA at 65%) 40 2 98 41 Load sub ect to demand factor calculations I line 29000 30900 Load subject to demand factor calculations I line DoMand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULTCIRCUIr INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 59soo First 10000 watts at 100% 10000 Remaining watts at 40% Total A/C load 19960 12090 Future Growth = 10% 42D5 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD EXTERIOR GFI RECEP. *4 CU TO G.W.P. WHEN METALLIC WATER PIPING IS 20240 v. UNDERGROUNDUSED ELECTRICAL SERVICE FROM — UTILITY COMPANY 6'-0" *4 CU CONTINUOUS GROUND. (MIN.) 70 CLAMP To FOOTING ECT TO STEEL 3/4 0x10'-0° COPPER CLAP W/APPROVED DIRECT W/ GROUND RODS DRIVEN IN BURIAL CLAMP GROUND ELECfi�IG�Le �ISE� NOTE: ELECTRfGAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLIGA><3LE PROVISIONS OF THE NATIONAL ELEG. CODE, FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS, LOCAL CODES, AND THE LOCAL POWER CO. Total Connected Load Watts 46255 Total Amps (watts 1 240 volts) 192.7 PANEL - B PANEL: 42 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 100 Amp M.L.O FEEDER: 3-#1 Cu THWN & 1-#6 Cu () G in 2" C. OR 3-#1/0 AL THWN & 1-#6 Cu) G in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole 1Trre #14 1 15 Bed #2 / Bath #2 AFCI 1000 1 2 1000 Master Bedroom AFCI 15 1 #14 #14 1 15 Bedroom 03 AFCI 1000 3 4 1000 Master Bathroom AFCI IW.I.C. 15 1 #14 #14 1 15 Bedroom #4 AFCI I W.I.C. 1000 5 6 1000 Bed #51 Bath #4 AFCI 15 1 #14 #14 1 15 Laft AFCI 1000 7 8 1000 Hall #3 2nd Floor AFCI Space 15 1 #14 #14 1 15 Ext. Lights Covered Balcony 1000 10 Space 12 Space Space r17 14 Space Space 16 Space SpaceSpace Space 18 20 Space Space 21 P2E Space Space m 4 Load subject to demand factor calculations / line Demand Factor Calculations: load subject to demand factor First 10000 Watts at 100% Remaining watts at 40A Future Growth = 10% Total Connected Load Wafts Total Amos (watts / 240 volt 41 *in M 1 4000 1 Load subject to demand factor calculations / line I ABBREVIATIONS: AFCI: ARC FAULT CIRCUrr INTERRUPTER NC; NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER 10560 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD 44.0 General LightingLighfing & Receptacle Load Total AIC Square Feet 41 General Lts & Rec 3 W I Sq. Ft. 14 Hi -Hats 53 at65W/Lightarli.100% 34 Total General Lights & Rec (Watts) 15E Ckts# atts;4 Tote IwatLs General Lts & Rec Panel A 8 989 791 General Lts & Rec Panel B 8 989 791 /Mso n �r�tl'O�Ina. 1 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 0 h a U q Q till[ 11 till h A SUBDIV. &e LOT: RIVER]BEND LOT #2 PROJECT# 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: ELECTRICAL PANEL AND RISER 170 NPH EXPOSURE C ARCHITECT: STATE OF FLORIDA 09 2017 DATE: 06/30/16 SCALE: AS NOTED SHEET Nr :l , Cop E2 HB GATE VALVE (TYP.) HEAT TRAP ROUTE PIPING TO DRAIN ON GRADE 11 0 �'' �' U ii1 Vd I PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD FIXTURE WATER LAVATORY 1/2' HOT- 1/2' COLD TUB SHOWER 1/2' 1/2' HOT- HOT- 1/2" 1/2' COLD COLD WASHER 1/2' HOT- 1/2" COLD KITCHEN SINK 1/2" HOT- 1/2" COLD WATER CLOSET 1/2' COLD REF. 1/2' COLD 1/2' COLD VACUUM RELIEF VALVE EXPANSION TANK TEMP 4 PRESS. RELIEF VALVE- A.S.M E. ROUTE PIPING FULL SIZE TO DRAIN PAN. DISCHARGE SHALL BE INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN THE IMMEDIATE AREA OR STRUCTURAL DAMAGE TO THE BUILDING. TEMP. CONTROL VALVE DETAIL (TYP,) N.T.S. NOTE: THE INSTALLATION OF FIXTUWS SHALL CONFORM WITH FSC (R) P2705.1 NOTE: SANITARY 2" OR LESS 1/4" / FOOT SLOF59 OVER 2" 1/8' / FOOT SLOPE PITCH TO SE UNIFORM THROLIaHOUT STRAIGHT RUNS MATERIALS - A. COLD WATER PIPING DOL645TREAM OF -WATER METER SHALL SE PVC OUTSIDE OF LBUILDING AND SELOIU GROUND, PEX INSIDE: OF BI, &DUNG B. SANITARY WASTE SHALL OE P.V.0 SGH, 40 C. CONDENSATE DRAIN PIPE SH IZZ E SGH. 40, PVC PIPE AND FITTINGS D. WATER RELIEF AND DRAIRI LINE SHALL BE TYPE CPVC OR COPPER MIN. 3/4' DIA. PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2' — 1.25 GALLONS PER FLUSHING CYCLE LAV. LAVATORY 1 1/4" 1/2, 1/2, 1.5 GPM m 60 PSI TUB/ TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1.5 GPM m 60 PSI SHWR G.T. GARDEN TUB (1) 1 1/2" 1/2' 1/2, 1.5 GPM m 60 PSI SHWR SHOWER (1) 2' 1/2' 1/2' 1.5 GPM m 60 PSI SINK KITCHEN SINK (2) 2' 1/2, 1/2, IB GPM m 60 PSI WATER FACTOR OF 8 OR LOWER (ENERGY W CLOTHES WASHER (2 2' I/2' 1/2' STAR / WATER SENSE CERTIFIED) 6.5 GALLONS PER CYCLE OR LESS DW DISH WASHER (2) 1' IW — 1/2' (ENERGY STAR / WATER SENSE CERTIFIED) UNDER COUNTER AS REF. REFRIGERATOR (2) — 1/2" — SELECTED SY OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK ABSORBER TO EACH SUPPL z FIXTURE SANITARY PITCH FIXTURE UNITS DBL, KIT SINK 11/2, 1/4' 4 W/ DISP. 4 DW. SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS x WASHER 3' 1/8' 2 SUB TOTAL = 2 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 F WATER CLOSET 3' 1/8, 3 m TUB/SHWR 11/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS CID LAVATORY 11/4" 1/4, 1 WATER CLOSET 3' 1/8, 3 TUB 11/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 x WATER CLOSET 3" 1/8" 3 d w TUS/SHWR 11/2' 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY I1/4' 1/4" 1 WATER CLOSET 3" I/8" 3 w SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY I1/4' 1/4' 1 La LAVATORY 11/4" 1/4" 1 w WATER CLOSET 3' 1/8" 3 SHOWER 11/2, 1/4' 2 TUS 11/2, 1/4' 2 SUB TOTAL = S TOTAL = 37 FIRS' FLOOR DRAINAGE PLAN SCALE: 114' = 1'-0' / lM Grou ,I. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE FAX F 0. U W O Q F Q an SUBDIY. 8e LOT: RIVEREEND LOT #2 PROJECT## 03303.002 MODEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D ARAGE SWING: LEFT PAGE: FIRST FLOOR PLUMBING (PLAN Lvo MPH EXPOSURE C ARCHITECT: STATE OF FLORIDA TPA 06/30/16 AS NOTED SHEET N I T I C T S PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3" 1/2" — 1.26 GALLONS PER FLUSHING CYCLE LAY. LAVATORY 1 1/4" 1/2" 1/2" 1.5 GPM a 60 PSI TUB/ SHWR TUB / SHOWER (2) 1 1/2" 1/2" 1/2" %E5 GFM fom PSI G.T. GARDEN TUB (1) 1 1/2" 1/2" 1/2" 1.5 GPM m 6m PSI SHWR SHOWER (1) 2" 1/2' 1/2" 1.5 SPM m 6m PSI SINK KITCHEN SINK (2) 2" 1/2" 1/2" 1.5 GSPM g 6m PSI W CLOTHES WASHER l2 2" I/2" I/2" WATER FACTOR OF 8 OR LOWER (ENERGY STAR / WATER SENSE CERTIFIED) DW DISH WASHER C2) 1" 1W — I/2" 6.5 GFALLONS PER CYCLE OR LESS (ENERSl' 67AR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) — 1/2" — UNDER COUNTER AS SELECTED BY OWNER (1) PROVIDE ANTI -SCALD VALVE, (2) PROVIDE r IECH SHOCK A15SOR15ER TO EACH SUPPL PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERT -LEAD FIXTURE WATER LAVATORY 1/2" HOT- 1/2" COLD TUB SHOWER 1/2" 1/2" HOT- HOT- 1/2" 1/2" COLD COLD WASHER 1/2" HOT- 1/2" COLD KITCHEN SINK 1/2" HOT- 1/2" COLD WATER CLOSET 1/2" COLD REF. 1/2" COLD H.B. 1 1/2" COLD --------------------------------- r I I I I I I I I-- ---- I I I I I I I I I I i I i I I I L- - ---------------------I NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORM W17H FBC (R) P2-105.1 NOTE: SANITARY 2" OR LESS 1/4' / FOOT SLOPE OVER 2" 1/5" / FOOT SLOPE PITCH TO BE UNIFORM THROUGsHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPINGS DOWNSTREAM OF WATER METER SHALL BE PYC OUTSIDE OF BUILDINGS AND BELOW GROUND, PEX INSIDE OF BUILDINGS B. SANITARY WASTE SHALL BE P-V.0 SCH. 40 C. CONDENSATE DRAIN PIPE SHALL BE SCH. 40, PYC PIPE AND FI771NCaS D. WATER RELIEF AND DRAIN LINE SHALL BE TYPE CPVC OR COPPER MIN. 3/4' DIA. 2" 3" WC TUR � — 2' VTR f 3 °- LAV. ON BE�— 2' SHO Lmay 3" BEDRM. YJ R t4 I/2' 3 TUB/ X51WR Av" WC 2 " ON LAY 2" AAV KIT. LAY s"J 2 3 2. 11 Luc;3 311 —4" 2 WAY 4C.0. q 4" SANITARY SEWER SEE CIVIL DWCsS FOR CONT. SECOND FLOOR11 DRAINAGE ]PLA1�1 SCALE: 1/4" = 1'-0" I I I I I I I I I � I M. BAT 1/2' I I I I I I t B'A 2' V"R LAUND. .T. WASHER (ICI■�Mi 01I N.T.S. IN. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.aWesigrigroup.com DRAFTING BY: A.B. D'EMN GROUP D'RAFTM tNC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE F ti h 4 v A F A UHDIY. 8e LOT: RIVER]BEND LOT #2 PROJECT# 03303, 002 MODEL: FAIRFIELD "]PLAN 2" 6511 ELEVATION D GARAGE SWING: LEFT PAGE: SECOND FLOOR ]PLUM[]BING FLAN 170 MPH EXPOSUFE C ARCHITECT STATE OF FLOPJDA JU 0 9 207 06/30/16 1 II A r r,_ AS NOTED 1 SHEET NO: Ige FC/TlEDOWN TOII OMPLY WITH II PROVIDE 4" NflP ftJM CLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN ARU ,AS PERM1305.1.1 NOTES: 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY AC, E`O04`T 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OPP WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 8. ALL CONDENSERS UNIT MIN, 12" CLEARANCE OFF EXT. WALL, AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH % " THICK ARMA . FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 8. THERMOSTATS TO BE DIGITAL PROGRAMMABLE. I t i'I. �" IlJkll� 130 cf;ro r AC-1 MFG - CARRIER C.U. - CH14NA048 A.H.U. - FB4CNP060LO0 HEAT - 5 KW S.E.E.Ft - 14 ELECTRIC- 208 - 230 -1 PH BRK CU 40 AHU 40 REF. LINES 7/8 and 3/8 TOTAL BTU 45,500 HSPF 8.2 45,000 heating AC 2 MFG - CARRIER C.U. - CH14NA030oog A.H.U. - FB4CNP030L00 HEAT 5 KW S.E.E.R - 14 ELECTRIC - 208 - 230 - 1 PH BRK NIA) CU 30 max AHU 40 REF. LINI ES 3/4 and 3/8 TOTAL. B- BTU 30,000 Heating 29,600 HSPF 3.2 IZA2- tF Eke AIR 4 CONDITIONING MECIIAN I CAL, I nc. CAC1817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1— 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 7 7 No. Revision/iss a Date l CJ J V / il ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC. N RESIDENCE FOR: UBDIV. 8e LO RIVERBEND LOT #2 PROJECT,# 03303. 02 MODEL: FAI IELD "PLA 2" 6511 EL ATION D - - - --- I I COMPLY WITH I Iw PROVIDE 4" Nfflgfb1UM CLEARACE ON ALL SIDES OF AHU CLOSET IN'T DIM TO BE 12" WIDER THAN AHU AS PERM1305.1.1 BMP( GAL\ FLA PROI rL14 4U CU WUPmNc,�DErAIL N.T.B. NOTES: 1. POWER AND CONTROL WIRING RY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY AC�% A�oJll's 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL- 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 8. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH % " THICK ARMA. FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE J. THERMOSTATS TO BE DIGITAL ]PROGRAMMABLE. I III 1 r- s Z i �►I7f�lw"fll9� s i 18 _5 WIL t+ t�2 �t1a'-r�m AC-1 PUTOME )3AT+4-eAMS, �t V E R � 4 AIR CONDITIONING MECHAN I CAL, Inc. CAC1817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1— 6 8 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 7 7 No. 'Revision/Issue Date (101 n ( ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN' PERMISSION OF PREFERRED AIR CONDITIONING & MECHANICAL, INC, N RESIDENCE FOR: UBDIV. & LOT: RIVERBEND LOT #2 PROJECT# 03303.002 MO DEL: FAIRFIELD "PLAN 2" 6511 ELEVATION D 9 i,tS O FOOTING SCHEDULE SEE PLAN FOR LABELS of ACTUAL FOOTING TYPES BEING USED In SIZE TYPE STEEL NOTES M12 12"W X 16"D MONO 2 # 5 BIG, CON'T MONO 0 M12i 12"W X 12"D MONO 2 # 5 Dia. CON'T INTERIOR MONO PER DIAGRM BELOW M16 16"W X 16"D MONO 2 # 5 Dia. CON'T MONO 1 M16i 16"W X 12"D MONO 2 # 5 Dia. CON'T INTERIOR MONO PER DIAGRM BELOW M20 20"W X 16"D MONO 3 # 5 Dia CON'T MONO 2 (USE PLM BCI. CHAIRS) M20i 20"W X 12"D MONO 3 # 5 Dia. CON'T INTERIOR MONO PER DIAGR+M BELOW M20t 20"W X 16"D MONO 3 # 5 Dia CON'T USE PLM BCH. CHAIRS W g 4 X 7'6"L TRANSF RBARS 12" O.C. M24 24"W X 16"D MONO 3 # 5 Dia. CON'T MONO 3 (USE PLM Ph CHAIRS) M241 24"W X 12"D MONO 3 # 5 Dia. CON'T INTERIOR MONO PER DIAGIAM BELOW MX "W" X "L" XF PLN X EXTENSION 8"W - 1 # 5 BAR T/E EXTEND and TIE BARS INTDMAIN SLAB DEPTH of MAIN FTC. 12"W - 2 # 5 BARS FOOTING STEEL. STEEL D BE at 16 IN - 3 # 5 BARS BOTTOM, U.N.O. P24 24"W X 241 X 12"D PAD # 5 at 12 O.C.E.W.B. AS INDICATED ON PLAN YP. P24t 24"W X 24"1_ X 161 PAD ALLOW FOR STL. COLUMN RECESS P36 36"W X 361 X 12"D PAD AS INDICATED ON PLAN YP. P36t 36"W X 361 X 16"D PAD ALLOW FOR STL. COLUMP RECESS P48 48"W X 481 X 12"D PAD AS INDICATED ON PLAN iYP. P48t 48"W X 481 X 16"D PAD ALLOW FOR STL. COLUMI RECESS P60 60"W X 6TL X 12"D PAD AS INDICATED ON PLAN TYP. P60t 60"W X 601 X 16"D PAD ALLOW FOR STL. COLUMI RECESS P72 72"W X 721 X 12"D PAD AS INDICATED ON PLAN TOP, P72t 72"W X 721 X 16"D PAD ALLOW FOR STL. COLUW RECESS S16 16"W X 12"D STEM 2 # 5 Dia CON'T USE PALM BEACH CHARS S24 24"W X 12"D STEM 3 # 5 Dia. CON'T USE PALM BEACH CHARS S42 42"W X 16"D STEM 4 W 5 Dia CON'T # 4 TRANSVERSE BARS@ 24" O.C., U."' T8 8 W X 8 D THICK EDGE 1# 5 Dia. CON T TYP. at PATIOS and c 4 RECESS T8b 8"W X 9"-12"D THICK EDGE 1 # 5 Dia, CON'T GARAGE CURB and/or> 4" RECESS T8c 8"W X 6"-8"D CURB 1 # 5 Dia. CON'T GARAGE RECESS CURE T12 12"W X >12"D I THICK EDGE 2 # 5 Dia. CON'T BOLI AS INDICATED ON PLAY ADD 2 # 5 BARS BOTTOM FOR EVERY 12 OF DEPTH INCREASE AS REQUIRE[ + PROVIDE # 4 X 601 HOOK BARS AT 16" O C. TOP NDITB : - TOP of ALL SUB -SURFACE FOOTINGS to be MIN. 12' BELOW FINISH GRADE, UN.O. - FOR ALL RECESSES, EXCEPT PERIMFER BLOCK RECESS OR STEEL COLUMNS, FOOTING DEPTH 'D' SHALL BE MEASURED FROM BOTTOM OF ANY RECESS U.N.C. _ W/ PAVERS VER. REC. at ENTRY DOOR TRANSVERSE TRANSVERSE VER.' I, BARS MJ BARS REC p /: i INADD FOR M_1 PROFILE w, 11 O L ,W„ ALT. SHOWER RECESS, CNTR �¢ g" VARIES W/ BAR IN CURB ALT. 16"W W/ 2 BARS B oU e OT8b 12" I ° GRADE PAVERS GRADE Ay/��j " 0 � TYP. GARAGE O.H. DOOR PAVERS RECESS. STEEL PER SCHEDUL` EXTERIOR INTERIOR - .'�i "•:i --- = VTYPE FTGS 'P' TYPE FTQS MX MAIN SLAB L' O FOOTING PER PLAN TYP FOOTING PROTECTION 0 COLUMN SCHEDULE SEE PLAN FOR SYMBOLS of ACTUAL COLUMN TYPES BEING USED) MRK SIZE TYPE STEEL NOTES C5 8" X 8" C, M, U. 1 # 5 BAR - C7 13 8" X 8" C- M. U. 1 # 7 BAR - C25 ■■ 8" X 12" "0" BLOCK 2 # 5 BARS - C27 8" X 12" "0" BLOCK 2 # 7 BARS - m C45 ;; 12" X 12" "0" BLOCK 4 # 5 BARS PROVIDE U.S.P. "WT' TIES at EVERY OTHER MORTAR JOINT P45 "W" X V' PER PLAN POURED CONC, 4 # 5 BARS # 3 Dia. TIES at 8" O.C_ P65 "W" X 1" PER PLAN °W" POURED CONIC. 6 # 5 BARS # 3 Dia. TIES at 8" O.C. P47 X V' PER PLAN POURED CONIC. 6 # 7 BARS # 3 Dia, TIES at 8" O,C. P67 W" X "L" PER PLAN POURED CONC 6 # 7 BARS # 3 Dia. TIES at 10" O.C. P65r ® DIAMETER PER PLAN POURED CONC. 6 # 5 BARS # 3 Dia. TIES at 10" O.C. SEE DIAGRAM BELOW _ 0 SEE POST SCHEDULE TUBE STEEL - SEE FLOOR and ROOF LAYOUT', TSb 0 BOLLARD UBE STEEL - SEE DIAGRAM BELOW _ 0 SEE POST SCHEDULE WOOD POST - SEE FLOOR and ROOF LAYOUTS, 0OO 3"D STEEL COLUMN W/ BEAM EXTEND AND HOtBTEMBED. PLATE W� O41�2"TX 3"LI' MIN (3) BARS 114T0 1__� b WEDGE ANCHORS to SLAB (4ER. DO1CT LOCATION PER ARCH. PLAN) 65r wl { I. BEAM ABOVE AND SLAB) SLAB BELOW . NOTES : - ALL C.M.U. CELLS W/ STEEL TO BE CONCRETE FILLED - LAP ALL STEEL MIN. 48 BAR Dia. TYP. THROUGHOUT - SEE FLOOR and ROOF LAYOUTS FOR ALL STRUCTURAL POST SPECIFICATIONS 0 POST SCHEDULE .o a SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED Lm TYPE NOTES LfK TYPE NOTES W14 1- 2 X 4 S Y.P. # 2 W6 6 X 6 S.Y.P # 2 P.T. W4 4 X 4 S.Y.P. # 2 P.T. W6b 6 X 8 S.Y.P. # 2 P.T. W4b 4 X 6 S Y P. # 2 P T W26 2- 2 X 6 S.Y.P. # 2 TYP MIN, U.N 0. W4c 4 X 8 S-YP.#2P,I W36.3-2X6 S.Y.P. #2 W24 2- 2 X 4 S.Y.P. # 2 W46 4- 2 X 6 S.Y.P. # 2 _ W28 2 - 2 X 8 S.Y.P. # 2 W34 3 - 2 X 4 S.YP. # 2 iIE TYP. MIN„ U.N.O, CIE TYP, MIN , U.N 0- W44 4- 2 X 4 S.Y.P. # 2 W38 3- 2 X 8 S.Y.P. # 2 W54 5- 2 X 4 S.Y.P. # 2 W48 4- 2 X 8 S.Y.P. # 2 W58 5 - 2 X 8 S.Y.P.#2 W78 17- 2 X 8 S_YP. # 2 T35 3.5" X 3.5" X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1/4"T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN f PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW o STEEL COLUMN PAD OUT - REFER TO DETAIL "9" ON SHEET "SD2" P ANCHOR W/ .145" X 1.51 P.A.F. (PINS) TO "T_" COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4" W/ 2 EMB. TAPCONS W/ WASHERS at W' O.C. w ANCHOR to MASONRY WALL W/ 112 X 4 EMB. WEDGE ANCHORS 24 O.C. (6' FIRM TOP/BOT) u ATTACH WS' 1/2" THRU-BOLTS W1 1 1/4 WASHERS at 16" O.C. and MAX. 6 FROM ENDS. NM; - B. U. POSTS TO NAILED TOGETHER W1 IOD COMMONS at 6" O.C. STAGGERED EA. PLY/EA. FACE. �E- ALL WOOD POSTS TO BE MIN. (3), 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER "D-7F" on SHEET "SD2 , U.N.O. ((MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O. - ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W1 16D COMMONS @ 6° O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HGT TO MATCH BEG WALL HGT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. �IEiIE - PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BEG. WALL BELOW STUD TO'W28f : GIRDER GIRDER GIRDER B. CHORD 28 10D NAILS 8" OC "STUDS TO TOP/BOT PLATE :2 �OCgNG : 2 X 4 S Y.P.'W28f EA. SIDE X Post(3) 10D TOE—NALS EA, SIDEW/ (2) IBD TOE —NAILS " -TM _ 412to EA END TO GDR W/ (4) 1�10D FOR GEE TO WL 8 -n" PER PUN +�POST NAILS TO POST 1 ,' , TO SLAB : "2-D1"—� ( �.� 12" to 2asorfl f )PLANS ANCHORS (U.N.O. ON r ) PER TRUSS PER PLAN ! (' ANCHOR SCHEDULE TOP SIDE SIDE FRONT \ FRAMED WALL SPECIFICAOTIONS MI6 I II II �r��lll 8'-r IL�II. 15'-4" 5'-2" T-11° 1.7'-8" 7'-8" "y 16'-8" i l'-4' . 8'-6" r PAVERS PAD ■ ■ ■ � 8c V '/' M16 IN —FILL COLUMN AS REQ.� I 6:6 (NO STEEL) T8b 1.5" PERIMETER RECESS TYP. TYP I- -$ MX —1 - - ■ COVERED LANAI I 11� I REC. 4", PAVERS L — I� 9'-0" 9'-0" 9'-2" VARIES 7�- o � � 66 w o o I 14 ■ O ■ P36 II ■ ■ ■ ■ -------------- 7" C5 LM20 TYR RESIDENCE ELEV�, (0'-0") TOP OF FINISH PER SLAB ON GRADE CONSTRUCTION 4" THICK 2500 PSI CONCRETE SLAB W/ 6" X 6 / 10 X 10 WELDED WIRE MESH ON 6-MIL VAPOR BARRIER ON CLEAN 95% COMPACTED TERMITE TREATED FILL VER. LOCATION of ALL EQUIPMENT PADS TO BE AT F.F. PER ARCHITECTURALS, TO BE 4" THICK W/ THICKENED EDGES, U.N.O. I I I I I I I I I \ I I I I I I I I I �J—L1—I_JJ—JJ TYP ■ 2 M20 I C5 -0. 15 -10" B _0" ENTRY z F 0 17'-11" I 5'-8" , 1'-5" 4'-3" 3'-3" T8b -- \---- / _ 6" I _� io A,� F,. —I I L-----_� I L— — — — — -- V o //yam ■ _ — — — — — — --� � O — I� ■ I® 10'-2" i I I V(I�1 MASONRY OPEC. TYP. I 1.5" PERIMETER RECESS TYP.— REC. 1.5" I 1 1 ■ CS ■ ■ ■ o ■ ■ ■ P "' PAVERS L- J------ Pss �- — -� I I I I 6 T8b I I o� 2'-8" 111 16'-0" 6'-6" V-4" 6'-2' -4" 6'-6' 4'-5" 6'-6" 6'-6" 21'-4" 21'-10" 21'-10" 65-0" ELEVATION I'D" FOUNDATION / FIRST FLOOR COLUMNS 1/4" =1.-T VERIFY METER & PANEL LOCATIONS SEE FLOOR PLAN FOR EXACT PLUMBING LOCATIONS REFER TO ARCH PLANS FOR EXACT LOCATIONS OF OPENINGS IN INTERIOR BEARING WALLS FOLLOW PLAN FOR CELL L.O. W APPROX. EQUAL SPACING IN WALL SEGMENTS NOT TO EXCEED MAX. SPACE PER PLAN OEXTRA DETAIL X- REFERENCE On THIS SHEET O DETAIL REFERENCE D- ON SHEET "SDI" INTERIOR BRG. '�Z` WALL LOCATIONS I ON SHEET "S1" TYPICAL POST/STEEL MASONRY O COLUMN SPEC PER SCHEDULE ON THIS SHEET'P°, T or 'C' THIS FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS TRANSFER REINFORCEMENT IS NOT REQUIRED, U.N.O. REVISIONS: SHEET DATA MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 2 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 06-09-17 SHEET DESCRIPTION: FOUNDATION XXXX FIRST FLOOR COLUMNS ELEVATION: D GARAGE: LEFT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: So Vic �>FI1 /ernandez �\\NA' j%CTOR O 01> Zm{ = UP <0 ��'��7/A/n1i�►�� Tijle CoP4 E.B. # 7686 P.E. 72387 Y O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR 'Tr _S Tr -'ES BEING LSED CONNECTION TYPE WALK Q ANCHOR TYPE OTC NAIL SCHEDULE 1-PLY HOUR to it 2 yorasi R' 11Y.Pr NAL SOMEORE A"M to LATBW. � UNID l/N � O. MAMF. Maoa �6(Zb-MAXMj1j�rc Al SIMPSON "META24" 2 CCMUONC 10-IOD X 1.5" 1985 LEE 14 - 16D 1965 LAB$ N/A, EMBED 1210 1160 Al A2 SIMP 0NN "HETA24" 2 CONC 10-IOD X 15' 2035 LBS 12 - 160 27000 LBS N/A, EMBED 1225 1520 A2 A3 SIMPSON HHETA24" 2 CLAI CONC 10-tOD X 1.5" 2035 LBS 12 - IN 14 - i6D 2500 LEST II/A, EMBED 3350 LBS 1225 1520 A9 WRAP STRAP OVER TOP CHORD OF TRUSS AS ALLOWED 7lWNIS b WOOD VARKANCHOR B1 7YPE SIMPSON "LSTA18" OTY 1 SIZE BRYIP 20 GAUGE b 1R?1B8 81RAP b YA)M -=N.PN 7 - 10D 7 - 10D LPLFr 1235 LBS B1 •(Z-MAX) B2 SIMPSON HT520 1 14 GAUGE 10 -((100 10 - tOD// 1450 L B2FORPROVGIRDERS(2PLY6or WALL//ryry / GREATER, PROMDE POST TO EA, 1HU5S tBELOWDT MATCH�dRDERR 1MOTH,tU.I O. BB SIMPSON H6 STRP 1 2 1 4 W 8 - BD 8 - BD N 950 L BB SIMPSON H3 CLIP 1 1 19 i6 W 4 - 8D 4 - SD 455 L E75 - 1 4 TAPCONS W 2 EMBED. PER STRAP to MASONRY N A 1225 LEI-, T WOOD to WOOD MAN( 01 ANCFtCR TYPE SIMPSDN "MSTA24" JOTYI 1 SIZE IANMbWDODAK 1 1 4"W 18 GA. 6 - 100 ANC:bTASELON 6 - 10D F1 N.R. F-2 N.R. INI 1265 LBO - C1 MALL a POSH C2 SIMPSON MST i 1 1 4 W T6 GA. 7 - 10D 7 - 10DN.R. .. 1400 C2 • (Z-MAX) C4 SIMPSON LCE Corner "r ALT. "AC4" Middle 2 1 N A 14 - I6D HEAD (RAMU T BE MITERED WI N A 14 - 16D 8 - 160 THIS ANCHOR 10 - 16D N.. .. 1500 C4 N.R. N.R. 985 L8 STRIP to MSNRY (T) ALT. - PROVIDE TAPCONS to MASONRY WALL - W 1 4 X 2 EMB. TAPCONS PER STRAP SEE ABV, (T) WD.POSr to " DI ANOHOR TYPE SIMPSON A34 OTY A1K1110R b POST 4 - 8D NAILS ANMM to SLMB 2 - 11 4 X 2 L TAPCONS M}lPr N DI • (Z-MAX) D4 SIMPSON ABU88 1 12 - 16D NAILS 1 - 5 6 X 4 EMB. WEDGE -ANCHORS 2200 - D4 D7 SIMPSON HTTS 1 26 - tOD NAILS 1 - 5 6 X 6 EMB. WEDGE -ANCHORS 4350 L D7 + AT RECESS AREAS, "WEDGE -ANCHOR" EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION WD.BEAM 1B mm 91 F 1 AWN SIMPSON HU28 gTY 1 Sly 14 GAUGE ANCIMto 6- 10D NAILS M*Mto BRIO 3- 1 4 X 2 3 4 L BTFN FLNGE 6 MYNALY UPIFr 2400 LBS 1085 11 F 1 • (7-MAX) F2 SIMPSON HU210 2 1 14 GAUGE 6 - 10D NAILS 14 - i 4 X 2 3 4 L TITEN 4350 LBS 1085 PS F2 F2b SIMPSON HU210-2 1 14 GAUGE 10 - NOD NAILS 18 - 1 4 X 2 3 4 L TITEN 5085 LBS 181D LIPS F2b - FILL MASONRY SOLID MIN. 8 BELOW AND MIN. 4 EACH SIDE Al TA CON ANCHOR LOCATIONS - FOR 2-PLY MEMBERS, USE "HU28-2' I.L.O. "HU28" - FOR 1-PLY MEMBERS, ADD 2 X 8 S.Y.P. #2 VERT. BLK, MAX 16"H OR FULL HT, OF TRUSS LEG, W 6-MOD NAILS TO TRUSS, EQUALLY SPACED - FOR ALL "F1 2" ANCHORS, USE "CONCEALED" C FLANGE FOR CORNER APPLICATIONS • SIMPSON FGTR 1 17 GAUGE 1 18 - 1 4 X 3 L SO S 6CRW5 2- 1 2 X 5 L TI HD 5000 SIMPSON FGTR 2 7 GAU 3fi - 1 4 % 3 L SUS - 1 2 X 5 L TITE HD - S FW42 #N - FILL MASONRY SOLID BELOW TO SLA MIN. 4 EACH SIDE AT ANCHOR BOLT LOCATIONS PS SIMPSON I "LGUM210" 1 1 112 GAUGE 8 -1 4" X 2,51 SDS SCRWSI (8)-3/8' X,4"L TITEN HE 19575 LRS 13575 - S F6 8- MISCELLANEOUS SPECIAL CONNECTION SEE DETAIL AS REFERENCED ON SHEET 'SD1" S- O DETAIL SEE DETAIL # AS REFERENCED ON SHEETS SD1 AND SDZ D- TRS TRUSS to TRUSS CONNECTION 1 TO BE PROVIDED BY TRUSS COMPANY, UNLESS NOTED OTHERWISE TTIS VERIFY STRAP LENGTH TO G0 OVER T. CHORD W/ - INSTALL ALL HARDWARE IN ACCORDANCE WIN MANUFACTURERS' SPECIFICATIONS - 'TAPCONS" - SPACE MIN. 2' T.O. BEAM WEDGE ANCHORS" - SPACE MIN. 4" WE MIN. 3" FROM EDGES - MIN. (2) NAILS TO TRUSS - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN YELLOW PINE S.Y.P. LUMBER W/ ASTM A446 GRADE EL - X 3"L SIDE PLATE W/ NAILS AS INDICATED, U.N.O. - 8D = 0.131"D X 2 1/2"L 16D = 0162 D X 3 1/2 L MOD - 0,148"D • Z-MAX . ALL METAL FASTENERS AND ANCHORS USED IN WET SERVICE CONDITION OR AGAINST PRESERVATIVE TREAIED WOOD REQUIRE A MINIMUM OF ASTM A153, CLASS D 'HOT -DIPPED' GALVANIZED OR EQUIVALENT. ALL CONNECTORS IN CONTACT W{ PRESERVATIVE TREATED MOD REQUIRE A MINIMUM OF ASTM A653 TYPE G185 ZINC COATED GALVANIZED STEEL OR EQUIVALENT. THE DESIGNATION Z MAX' MUST DE ADDED TO THE STOCK MWBER - ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPUFT and LATERAL LOAD ENINPR PERPENDICULAR or PARALLEL TO THE RIDGE LINE, WHEN CONSIDERING THE "UNITY EQUATION", WHERE APPLIES. - THE MAXIMUM LATERAL LOAD PARALLEL ar PERPENDICULAR TO THE WALL IS 180 PER, UNLESS SPECIFICALLY NOTED ON THE P - LINTEL BLK TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (SHEET 'SD2") (I.E., NO ADD'T STEEL IS REQUIRED) - FOR 16"H BEAMS, USE PRECAST U in LIEU of LINTEL ELK. @ BOT. COURSE - LAP ALL STEEL MIN, 48 Bar Did. of LARGEST STEEL of LAP TYP., THROUGHOUT - PRECAST BEAM STEEL TO EXTEND MIN. 4" PAST EA. SIDE OF OPENING - SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS a N rT 1 R � o mm N 'Be STEEL TO RUN P G ~ DID! ACROSSNG ` FROM EA. SERE w a L STEEL PER .4 — O SCHEDULE "ur B. of BEAMTRI 'DBSTCHEWLE PER P AN CONCRETE BEAM SCHEDULE B (WE PLAN FOR LANFlS "f ACTUAL WWA• TYPES BEND UWEa MK SIZE MxFO MRSTEELIMMMELIBOTIFIES. BBHNNRPB REMARKS 57 8"W X 11"-19"H PLN 2 # 5 - 2 5 - SEE PLAN FOR EXACT HEIGHT B-1 16W X 22H 4 5 - 4 # 5 12 O.0 8"W X 16"H 2 5 - 2 # 5 - 8-4 ' + • at BEAM CALL -OUT NDICATES POURED ARCH BELOW PER DETAIL 31'M' (SHEET 'SD2') O POST SCHEDULE Imoi3 SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED MK TYPE NOTES MK TYPE NOTES W14 I- 2 X 4 S.Y.P. # 2 W6 6 X 6 S.Y,P. # 2 P.T. W4 4 X 4 S.Y.P. # 2 P.T. W6b 6 X 8 S.Y.P. # 2 P.T. W4b 4 X 6 S.Y.P. # 2 P.T. W26 2 - 2 X 6 S.Y.P. # 2 4BFTYP. MIN., U.N.O. Woo 4 X 8 S.YY # 2 P.T W36 3- 2 X 6 S.Y.P. # 2 WZ4 W34 2- 2 X 4 S.Y.P. # 2 3 - 2 X 4 S.YP. # 2 *TYP. MIN„ U.N.O. W46 4- 2 X 6 S.Y.P. 4 2 W26 2 - 2 X 8 S.Y.P. # 2 iRTYP. MIN., U.N.O. W44 4- 2 X 4 S.Y.P. # 2 W38 3- 2 X 8 S.Y.P. # 2 W64 5- 2 X 4 S.Y.P. # 2 W48 4- 2 X 8 S.Y.P. # 2 WS8 5-2X8 S. Y.P.$2 W76 7-2X8 OY_P_#2 T36 3.5" X 3.5 X 1/4T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1 4'T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN 1 PLACED FLAT TO SHEATHING AT OUTSIDE OF WALL, PER DIAGRAM BELOW k PROVIDE BLOCKING SUPPORT TO TRUSS/GDR, PER DIAGRAM BELOW o STEEL COLUMN PAD OUT - REFER TO DETAIL "9" ON SHEET "SD2" P ANCHOR W/ .145" X 1.51 P.A.F. (PINS) TO "L" COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4" W/ 2' EMB. TAPCONS W/ 'WASHERS at 16" O.C. w ANCHOR to MASONRY WALL W/ 1/2"X 4' EMB. WEDGE ANCHORS 24 O.C. (6" FIRM TOP/BOT) u ATTACH W/ 1/2" THRU-BOLTS W/ 1 1/4 WASHERS at 16" O.C, and MAX. 6' FROM ENDS. NOTE - B U, POSTS TO NAILED TOGETHER W/ 10D COMMONS at 6 O.C. STAGGERED EA, PLY/EA. FACE. 1IF- ALL WOOD POSTS TO BE MIN. (3), 2 X 4 or (2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER D-7F" on SHEET "SD2, U.N.O. ((MATCH WALL, GIRDER/HDR WIDTH) - FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRDER WIDTH, U.N.O. - ALL MULTIPLE PLY POSTS SHAH BE NAILED TOGETHER W/ 16D COMMONS @ 6" O.C. STAGGERED EA. PLY/EA. FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HOT TO MATCH BRG WALL HOT, UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. iIFaIE- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW ,RID TO "NI6r : 6" O.C. MAX 2 100 NAILS 8' O.C. ____STUDS__ __ ____ 'Y(t8r TO TW/60T PLATE ; GIRDER GIRDER GIRDER B. CHORD 1Y to 24' : 2 % 4 S Y.F. 2 EA. SIDE OF POST _ 12 EA. (3) 10D TOE -NAILS EA SIDE W/ (2) ifD TOENAILS W EA. END TO GDR W/ (4) FOR GDR TO NL zs - -11' PER PLAN NC 10D NAILS TO POST POST N SLAB ANCHORS (U.N.O. ON 12' to 24' �. PLANS) PER TRUSS PER PLAN ANCHOR SCHEDULE TOP SIDE SEE "D-77" FOR ALL OTHER FRONT FRAME WALL SPECIFICATIONS _ O } MiiC T Y P H310 (3) 2 X 10 S. Fiff 2 2X12 S. N3Yt 3 2 X 12 S. FN4 2 X 4 S.Y.P. # 2X65. Y. FN26 2 X 6 S.Y.P. # NOTE: - ALL OTF OF lar - ALL WIN - ALL 2X y,l �.. -ter... -max. SLAB SIL SCHEDULE IWI IT--", "BB-",11HK-I' - PLAN FOR ADDS of. ACTUAL SLAB SILO. TiPES.Dam USED FK-4@ # 4 Did, STEEL X V (SAGRAM BELOW) SPACED 12' O.C. (TOP UPPER LAYER) B-412ew # 4 Did STEEL X "L" PLAN SPACED 12 O.C. EACH WAY BOTTOM (HOOK INTO BEAMS ALL AROUND) B-mew # 5 Did STEEL X "L" PHN SPACED 12" O.C. EACH WAY BOTTOM (HOOK INTO BEAMS ALL AROUND) BUL-412 # 4 DId STEEL X 'L' PLAN SPACED 12 O.C. BOTTOM UPPER LAYER BLL-412 N 4 D1d STEEL X "L' PLAN SPACED 12" O.C. BOTTOM LOWER LAYER BUL-512 # 5 Did STEEL X "L" PLAN SPACED 12" O.C. BOTTOM UPPER LAYER BLL-512 # 5 Did STEEL X "L" 'LAN SPACED 12' O.C. BOTTOM LOWER LAYER EQ. EQ. E ALT. FULL 4 = 26" MN LENGTH 5 = 30 MIN HOOK STEEL SHALL EMBED INTO <). BEAM TO 1.5' FROM OPPOSITE FACE ? SPACE �•F - ACHIEVE PROPER EMBEDMENT M UL-/1 �ry LL- W/ 1 0 5 BAR CON'T INSIDE HOOK T- (TOP UPPER/ LOWER) HK- 1.5 LIATr.Ax (TOP) SPACED PER SPEC (HOOK) SPACED PER SPEC SPACE BU- 1. � 1 N B- BUL- BUL- : BLL- (BOTTOM) (BOTTOM UPPER (BOTTOM LONER ALL STEEL LAIDN PLAN IS ASSUMED TO BE THROUGH -OUT ENTIRE SLAB IN DIRECTIONN W/ PLACEMENT PER DETAILS SHOWN THIS SCHEDULE U = 800 - + + +at 129+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 L+CLER�SOR+= +++ + + + ++ + + + + + + + + + + + + + --••—••—•• DRAF OP ••� 0 10'8° CLG TYPICAL 20"D GDR + +— + -F i w EGPCLERES-TORY CAE + + H o N 20"D GDR t10" ABOVE ROOF BALCONY COLUMNS KNEEWALL ABOVE ** ALLOW RECESS FOR BASE PLATE ELEVATION I'D" _ _1018• CLG—/ --=1= s'H— -- KK-A2 VARII?' 22-H i i ME 0 mom W10=0 1 1 GDR ®ll • � m ® 13 ® ri FRAME 1 AS A 1 ARCH PLANS �' 1 1 Ie• A e i, eri 10'8" CLG ' TYPICAL 9 I� iG �1 I ■ ■ Er �SLwm)!' 002 Eli I0 ® 20"D GDR '° Ii13 13 1 !1 is I1,00 cl 13 11� 1 L • /•• DI �� ► �� ®ice ` IONIC =. .. ILL 12' 1" O = I J v DIRECTION of BALCONY LONG SPAN INSIDE of CONC. DECK/BEAMl � � VER. �� "• T I- 32" O.C. TYP. OTRACK 1 to MASONRY : 1" x 3 5/B" x 6"L 20 GA. CHANNEL W ' (2) - 1/4" - x 2" EMB. TAPCON to MASONRY OTRACK 2 to MASONRY : 1" x 3 5/8" CON'T 20 GA. CHANNEL W/ . 145" - x 1 1/2"L P.A.F. 12" 0. STAGGERED to MASONRY OVERTICAL SUPPORT ; 1" x 3 5/8" 20 GA. CHANNEL 32" O.C. W/ (2) # B STAINLESS METAL SCREWS (S.M.S.) to TRACK (1 / SIDE) ® HORIZONTAL SUPPORT : 1" x 3 5/8' 20 GA. CHANNEL 16" O.C. W/ (2) N 8 S.M.S. to TRACK (1 / SIDE) and VERTICAL SUPPORT. OFINISH CEILING : 3 8" MIN. RIB. LATH SECURED W/ # 8 x 1"L S.M.S. ® 4" O.C. ALONG EA. SUPPORT. SEE ARCHITECTURAL PLANS FOR ALL OTHER EXTERIOR REQUIREMENTS X-1 9L FRAME -DOWN N. T. S. TYPICAL BOND -BEAM AROUND TOP Of 1ST or 2ND FLOOR MASONRY AS INDICATED AROUND PL4N URO. BUILDER TO FIELD VERIFY ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA REQUIREMENTS ROOFS to be RXLY SHEATHED BELOW ANY OVERFRAME or VALLEY -SET AREAS (SEE 'FASTENER SCHEDULE', SHEET SD1) ALL EXTERIOR WOOD GABLES EXPOSED TO WIND SHALL HAVE STUDS at 16' O,C., TO BE DESIGNED BY TRUSS CO. SEE DETAIL D-31F ON SHEET SD2 FOR ARCHES IN FRAMED WALLS SEE DETAIL D-SB ON SHEET SD1 FOR STRONG BACK DETAIL 1ST LEVEL BEAMS, FLOOR and ROOF 1/4" =1,_D" TRUSS LOAD DESIGN - 45 P.S.F. HEEL TYPE - STD. OVERHANG - 16", U.N.O. TYPICAL PROFILE - "D" ELEV. TYP ROOF PITCH, U.N.O. - 4 / 12 TAIL CUT - PLUMB RETURNS - LEVEL U.N.O. ON PLAN , HGT. * SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES 12 HGT. - INDICATES TIE -BEAM STEP LOCATION TYP. PER "D-26" on SHEET "SD2" - 1ST or 2ND FLR. MASONRY BLOCK WALL (HGT. PER PLN) PER "D-7" on SHEET "SD2" - 1ST or 2ND FEB. FRAME BRG. WALL (HGT. PER PLN) PER "D-7F' on SHEET "SD2" 7 - BALLOON FRAME WALL (HGT. PER PLN) PER "D-76" on SHEET "SD2" - TYPICAL BEAM/UNTFUHOR SPEC _ O PER SCHEDULE ON THIS SHEET O "TRUSS ANCHOR SCHEDULE" ANCHOR SPEC on THIS SHEET Or °L° - TYP. ANCHOR FOR TOP/BOT. CONNECTION TYPICAL POST STEEL/MASONRY COLUMN SPEC PER "TRUSS ANCHOR SCHEDULE" / A -TYP. MASONRY C,D,E, ... on THIS SHEET O SPEC PER SCHEDULE ON THIS SHEET B - TYP. WOOD - MISC. OTHER f-uPUFT CAPACITY IN POUNDS or °C° PER SCHEDULE QUANTITY UPLIF LBS ANCHOR TYPE O O TYPICAL "DETAIL", "SPECIAL CONNECTION", DETAILS/ O EXTRA DETAIL REFERENCE TOP. ANCNIXt 2-61(N _ MISS, TRIPE R CONNECTIONS AS REFERENCED ON SHEETS "SDI" AND "SD2" X on THIS SHEET ROT. ANcxa 2_C) NCHOR PE (AS REWNED) REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 2 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 06-09-17 SHEET DESCRIPTION: 1ST LEVEE FLOOR, BEAMS & ROOF rEVATION: D RAGE: LEFT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: Victor Hernandez ���AAAA4 GTOR/ * ' LTC�;L'• P Zi ` .v N � 00. 1 to oYZI 0�(;470A �1Upy EN E.B. # 7686 P.E. 72387 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR TYPES TYPES BEING USED CONIECRONTWE AS ANGiON TYPE OTY NAIL SCHEDULE NALSWEDUE ANM 1- PLY N OIR I 2T-FRY a am UNPI' LAIBML MASp11Yb Fl LOAD 1 F2 Q MAmiP. Mona TMEO b MASONRY •(Z-MAX) Al SIMPSON "META24" 2 CMU I CONIC 10-IOD X 15' 1985 LBS 14- 16D 1900 LBS 2565 LBS N/A, EMBED 1210 1 1160 Al A2 SIMPSON THETA SE' 2 BOND 10-10D X 1.5" 2035 LBS 12 - 16D 2700 LBS N/A, EMBED 1225 1520 A2 A3 SIMPSON "HHETA24" 2 CMU CONC 10-IOD X 1.5" 2035 LBS 12 - i6D 14 - 16D 2500 LBS 3350 LBS N/A, EMBED 1225 1520 A3 WRAP STRAP OVER TOP CHORD OF TRUSS AS ALLOWED 7F= to WOOD MAIK 81 ANCHOR TYPE SIMPSON I LSTA18" OTY 1 1 20 SIZE 1 SWAP GAUGE 1 to MISS BTETAP to WDWL 7 - 10D 7 -NOD F-I N.R. N F2 N.R. N Uniff 1235 LBS B1 • (Z-MAX) 82 SIMPSON iTO O/SIDEI N.R. N N.R. N 1450 LBS B2 EAGAUGE OD TH(3)20 16D TOE -NAILS TRUSS to WOOD ((ALL/HDR GDRi -FOR GIRDERS 2-PLY or GREATER, PROMDE POST BELOW TO MATCH t,�IRDE (2 & WDTH, U.N.O. 500 500 i BB SIMPSON H6 STRIP 1 2 1 4 W 8 - BD 8 - SD N.R. N N.R. N 950 - S BS 67 SIMPSON H3 CLIP 1 1 19 16 W 1 4 - 8D 4 - SD 125 160 455 L B7 . T 5- 1 4 TAPCONS W 2 EMBED PER STRAP to MASONRY N A - - 1225 L S T WOOD to WOOD 01 ANCHOR SIMPSON TWE --- "MSTA24" UOTYI I 1 SIZE ANC.bWOODABUNNGbIIIII 11 14"W 18 GA. 6 - 10D 6 - 10D I F-1 N.R. F2 N.R. 1265 L S 01 (WALL or POST) C2 SIMPSON MSTA48 1 1 1 4 W 16 GA. 7 - 100 7 - 10D N.R. N.. 1400 S -- 02 • (Z-MAX) C4 SIMPSON or ALL LCE Corner "AC4" Middle 2 1 N A 14 - 16D HEAD RS MU T BE MITERED WI N SE A 14 - 16D 8 - 16D 11 THIS ANCHOR 10 - 16D N. .. N 1500 S C4 N.R. N.R. 985 S STRIP to MSNRY (T) ALT. - PROVIDE TAPCONS to MASONRY WALL - W 1 4 X 2' EMB. TAPCONS PER STRAP SEE A V. (T) WD PCSP to BLAB Oi D1 ANCHOR TYPE SIMPSON A34 0 T 71 Y ANCHOR b W 4 - 8D NAILS ANCHOR to &AB 2 - T 4 X 2 L TAPCOE S N _ DI • (Z-MAX) D4 SIMPSON ABU88 1 12 - 16D NAILS 1 - 5 8 X 4 EMB. WEDGE -ANCHORS 2200 S D4 D7 SIMPSON HTTS 7 26 - 1OD NAILS 1 - 5 B X E EMB, WEDGE -ANCHORS I 435U S D7 } IAT RECESS AREAS,"WEDGE-ANCHOR" EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION WA EMI b 11 Mi F1 ANCHOR TYPE SIMPSON I HU28 IOTYi 1 1 80 114 GAUGE NiM bIROOD 6 - 10D NAILS ANCHOR 1a WOODA181'M 9q IFE FWGE 6 3 - 14 R 2 3 4LLIFE" ORMAIY 24D0 LBS 1085 - S F1 • (Z-MAX) F2 SIMPSON I HU IO-2 1 1 114 GAUGE 6 - 10D NAILS 1114 '4 - 1 T4 X 2 3 L TITEN 4350 LBS 1085 - S F2 F?b SIMPSON HU210-2 1 14 GAUGE 10 - ISE NAILS 18 - 114 X 2 3 4 L THEN 1508b LBS I 1810 S F2b FILL MASONRY SOLID MIN. 8 BELOW AND MIN. 4 EACH SIDE AT TAPCON ANCHOR LOCATIONS - FOR 2-PLY MEMBERS, USE "HU28-2" LL.O. "HU28" - FOR 1-PLY MEMBERS, ADD 2 X 8 S.Y P. #2 VERT. BLK, MAX 16"H OR FULL HT. OF TRUSS LEG, W' 6-10D NAILS TO TRUSS, EQUALLY SPACED - FOR ALL "F1 F2" ANCHORS, USE "CONCEALED" C FLANGE FOR CORNER APPLICATIONS ON F41 SIMPSON I FGTR I 1 I 7 GAUGE 18 - 1 Z4 X 3 L SDS SCRM 2- 1 2 X 11 TITEN HD _ 5000_ S FT SIMPSON FGTR 2 GAUGE 36 - 114 X 3 L SDS SCRWS 4- 112 X 5 L III EN HD 194LYJ. S F42 4F - FILL MASONRY SOLID BELOW TO SLAB MIN. 4 EACH SIDE AT ANCHOR BOLT LOCATIONS ! FS I SIMPSON I "LGOM210" 1 12 GAUGE 8)-1/4` X 251 SEE SCRWS 8 --3 8" X 4"L TITER HD 9575 LBS 3575 US F6 ��WJKI B- IAIBCELLANEOUS ISPECIAL CONNECTION SEE DETAIL AS REFERENCED ON SHEET "SDI" B- o- DETAIL SEE DETAIL AS REFERENCED ON SHEETS SDt AND SD2 D- TIiB TRUSS to TRUSS CONNECTION 1 TO BE PROVIDED BY TRUSS COMPANY, UNLESS NOTED OTHERWISE T% VERIFY STRAP LENGTH TO GO OVER i CHORD W/ - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS - "TAPCONS" -SPACE MIN. 2" i.0. BEAM "WEDGE ANCHORS" -SPACE MIN. 4" W MIN. 3" FROM EDGES MIN. (2) NAILS TO TRUSS - CAPACITIES SHOWN ARE FOR INSTALLATION IN SOUTHERN YELLOW PINE S.Y.P.) LUMBER W/ ASTM A446 GRADE A 'TELL SIDE PLATE W/ NAILS AS INDICATED, U.N.O. - 8D = 0.131"D X 2 1/2"L 16D = 0,162 D X 3 1/2 L 10D = G.148"D X 31 - y • Z-MAX . ALL METAL FASTENERS AND ANCHORS USED IN WET SERVICE CONDITION OR AGAINST PRESERVAIIVE TREATED WOOD REQUIRE A MINIMUM OF ASTM A153, CLASS D "HOT -DIPPED" GALVANIZE OR EQUIVALENT'. ALL CONNECTORS IN CONTACT W� PRESERVATIVE TREATED WOOD REQUIRE A MINIMUM OF ASTM A653 TYPE GI85 ZINC COATED GALVANIZED STEEL OR EQUIVALENT. THE DESIGNATION Z-MAX" MUST BE ADDED TO THE STOCK NUMBER - ANCHOR 'UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION BETWEEN UPLIFT and LATERAL LOAD, EITHER PERPENDICULAR a PARALLEL TO THE RIDGE LINE, WHEN CONSIDERING THE "UNITY EQUATION", WHERE APPLIES. - THE MAXIMUM LATERAL LOAD PARALLEL or PERPENDICULAR TO THE WALL IS 180 PLF UNLESS SPECIFICALLY NOTED ON THE PLANS BB- O BOND BEAM SCHEDULE --- BEAM (SEE PLAN FOR ACTUAL BEAM ttRES BONC DSED) NK TOP 81CD BEAMS STEEL BOTrOM O'FEOASR STD NOTES BB-1 (1) - 8" X B" BEAM BLK 1 5 BAR N / A - TYP. TIE -BEAM CON"T * OER. 12'W PER PLAN • ALONG T. of PERIMETER MASONRY WALLS, SUPPORTING ROOF TRUSSES, UN-0. E02 (2) - 8" X T BEAM BLK 1 # 5 /CBSE I N / A ALT. TIE -BEAM AS NOTED ON PLAN L-0 BEAM ABOVE PER PLAN PER ABOVE 8" X 8" PRECAST "U" - AS NOTED ON PLAN L-1 BEAM ABOVE PER PLAN PER ABOVE 8 X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L-2 BEAM ABOVE PER PLAN PER AHOVE 8 X 8 PRECAST U 1 7 BAR AS NOTED ON PLAN L-3 N A N A I 8 X 8 PRECAST U 1 I 5 BAR I AS NOTED ON PLAN L-4 N A N A IOrr X 8 PRECAST U 2 # 5 BARS 1 TOP 1 BOTTOM ° } "I at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'L' (SHEET 'SD2') - ALL BEAM HEIGHTS ARE BASED OFF OF FINISHED FLOOR ELEVATION (0'-0") - REFER TO ARCH PLANS FOR EXACT LOCATIONS OF ALL OPENINGS IN WOOD FRAME WALLS - FILL ALL MASONRY SOLID FROM PRECAST "U" BLOCK TO LINTEL BLOCK - AT RAISED ENTRIES, ALL FILLED CELLS SHALL BE POURED TOGETHER W/ BOND -BEAMS AT TOP, TO INCLUDE INTERMEDIATE BOND -BEAMS AS REQUIRED - PROVIDE MIN. 301 x 301 CORNER BARS PER DETAIL 11 on SHEET SD2 - LINTEL BLK TOP COURSE STEEL ABOVE, IS THAT PART OF CON'T STEEL AS SPECIFIED PER TYP. WALL SECTION (SHEET "SD2") (LE., NO ADD'T STEEL IS REQUIRED) " - FOR 16"H BEAMS, USE PRECAST U In LIEU of LINTEL BLK. @ BOT. COURSE - LAP ALL STEEL MIN. 48 Bar Did. of LARGEST STEEL of LAP TYP., THROUGHOUT - PRECAST BEAM STEEL TO EXTEND MIN. 4" PAST EA. SIDE OF OPENING - SEE ROOF PLAN FOR ALL WOOD BEAM SPECIFICATIONS _ T. o BEA Fj w z om . qt 'BB` STEEL TO < _ d RUN �I *' o m fACCROSSA0PNa •I LE STEEL PER i I — SCHEDULE O o B. of BEAM% ® VERIFY'DSL" O BALE PFR PLAN O CONCRETE BEAM SCHEDULE (SEE PLAN FOR LABELS of ACTUAL BEAM TRH BEING JI MM( SIZE (WxM STEB. ND. STD HOT.SRI& ISaSI10 R E M A R K 8 Td2 8"W X 11"-19°H PLN 2 # 5 2 # 5 - SEE PLAN FOR EXACT HEIGHT B-1 B-3 B-4 ' } ° at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'M' (SHEET '8021 O HEADER SCHEDULE -- SEE PLAN FOR LABELS of ACTUAL HEADER TYPES BEING USED MW TYPE NOTES li - HEADER '-N - NAILER H310 (3) 2 X 10 S.Y.P. # 2 TYP. HEADER TO BE USED OVER ALL OPENINGS, U.N.O. (SEE D-7F) ALT. H48" 4 2 X 8 5 Y P 2 IN B"W WALLS F1212 2 2 X 12 S.Y.P. 2 ALT. HEADER TO "H310" " -_ -- Fg12 3 2X12 S.Y .P. 2 ALT, HEADER TO H310 HN4 2 X 4 S.Y.P. # 2 NAILER ROOF and/or CLG. CON T NAILER or BURG. W 16D NAILS at 6 O.C. or 3 - 16D NAILS PER EA. WEB/STUD THAT IT CROSSES or 3 - 10D NAILS EACH END IF BLOCKING W/ ALTERNATE 1/4' DID, TAPCONS W/ 1 1 2" EMBED to MASONRY 16"_O. C. or 2 PER BLOCK U.N.O. FN6 2_X 6 S.Y.P. 2 NAILER �NCHGR W 1 4 X 31D TAPCCINS 12 O.C. FN26 2 X 6 S.Y.P. # 2 NAILER at TOP and BOTTOM CHORD of TRUSS W 1 4 Dia TAPCONS W 2" EMBED at 8' GO, to MASONRY W/ 4 - 10D TOE -NAILS FROM TOP and BOTTOM CHORD (2/SIDE) AS REQUIRED NOTE- - ALL 07H6R WOOD BEAMS TO BE MN 2 - 2 X 12 S.YP.12, HUM TOGETHER W/ 2 ROWS OF IDD COMMONS at 6' O.C, UNLESS CALLED CUT OTHERWISE. - ALL WINDOW HEADERS TO E 2 - 2 X ID S.YP.12 W/ V2' FLITCH PLATE, NAL PER ABOVE - ALL 2 X 12 BUILT-UP HEADERS ARE ASSUMED TO E CONT TO BRA PONTS of FA SIDE F II II I I I I I I I I I I I I I I I I I I I I i ELEVATION I'D" I I I I I I I I L— — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - TYPICAL BOND -BEAM AROUND TOP of 1ST or 2ND FLOOR MASONRY AS INDICATED AROUND PLAN U.N.O. BUILDER TO FELD VERIFY ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA REQUIREMENTS ROOFS to be FULLY SHEATHED BELOW ANY OVERFRAME or VALLEY -SET AREAS (SEE 'FASTENER SCHEDULE', SHEET SD1) ALL EXTERIOR WOOD GABLES EXPOSED TO WIND SHALL HAVE STUDS at 16' O.C., TO BE DESIGNED BY TRUSS CO. SEE DETAIL D-31F ON SHEET SD2 FOR ARCHES IN FRAMED WALLS SEE DETAIL D-SB ON SHEET SDi FOR STRONG BACK DETAIL 2ND LEVEL COLUMNS, BEAMS and ROOF TRUSS LOAD DESIGN - 45 P.S.F.I HEEL TYPE - STD. I OVERHANG - i6", U.N.O. TYP ROOF PITCH, U.N.O. - 4 / 12 TAIL CUT - PLUMB RETURNS - LEVEL * SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES HGT ` INDICATES TIE -BEAM STEP LOCATION TYP. PER "D-26" on SHEET "SD2" - 1ST or 2ND FLR. MASONRY BLOCK WALL (HGT. PER PER) PER "D-7" on SHEET "SD2" - 1ST or 2ND FLR. FRAME BRG. WALL (HGT. PER PLN) PER "D-7F" on SHEET "SD2" \ \ - BALLOON FRAME WALL (HGT. PER PEN) PER 1-713" on SHEET "SD2" O- TYPICAL BEAM LINTEL/HDR SPEC - TYPICAL ANCHOR SPEC PER PER SCHEDUL ON THIS SHEET O BB",B°, W, or L° "TRUSS ANCHOR SCHEDULE" on THIS SHEET TYPICAL POST ESTEEL/MASONRY COLUMN A - TYP. MASONRY C,D,E„ O SPEC PER SC LE ON THIS SHEET - TYP. WOOD - MISC. OTHER or "l..° B DFD CfHClll lip `5# TYPICAL REFERENAL CED ONSHEETS"SDI DETAILS/ LAND "SD2" I O onmTHIS SHEETETA TYPICALTYPICAL PROFILE - "D" ELEV. U.N.O. OF - TYP. ANCHOR FOR TOP/BOT. CONNECTION SPEC PER "TRUSS ANCHOR SCHEDULE" on THIS SHEET `UPUFT CAPACITY IN POUNDS QUANTITY UPLIFT LBS ANCHOR TYPE TLP. ANCHOR 2-B1 (N _ ANCHOR NOTE BOT. ANCHOR 2 � ANCHOR TYPE (AS REWIRED) REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT #: 2 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 06-09-17 SHEET DESCRIPTION: 2ND LEVEL COLUMNS, BEAMS & ROOF ELEVATION: D GARAGE: LEFT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: Victor Hernandez 11GTOR D; :7 `p, '2 t0— ,n =N "� F N'! Ok i Cy2 ��XD MN 01111hil( File Cop E.B. # 7686 P.E. 72387 P N O T E S GENERAL NOTES: _ 1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS AS A MINIMUM, CONSTRUCTION SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE: RESIDENTIAL, ASCE 7-10: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES., ACI 318-11: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE., ACI 530-11; BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES., AISI S100: SPECIFICATION FOR THE DESIGN OF CDLD-FORMED STAINLESS STRUCTURAL MEMBERS., AISC 360-10: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS., AND NOS 2012: NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEERING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 5. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DESIGN CRITERIA : NAND : DESIGN IN ACCORDANCE W/ F.B.C. 2014, ROOF : T. CHORD L. L - 20 psf FLOOR : LIVE LOAD - 40 PST RESIDENTIAL, W/ LATEST SUPPLEMENTS, aIE B. CHORD L. L. - 10 psf DEAD LOAD - 25 psf and ASCE 7-10 (NON -CONCURRENT) (INCLUDES "GYPCRETE` FLOORING) - BUILDING DESIGN : ENCLOSED T. CHORD D. L. - 15 psf - BASIC WIND SPEED : 170 MPH B. CHORD D. L. - 10 psf - BASIC WIND PRESSURE : 37 P.SF. TOTAL LOAD : - 45 psf - 65 psf - RISK CATEGORY : II . - ASD FACTOR FOR WIND 0.6 sf TRUSS SHOULD BE DESIGNED FOR A LIVE LOAD OF 20 P • ON THE : . - INTERNAL PRESSURE COEF.: .18 BOTTOM CHORD IN ALL AREAS WHERE A RECTANGLE 42'H X 241 WILL FIT - WIND EXPOSURE : C. MISC. DEAD LOAD : SEE ARCHITECTURAL DRAWINGS, BY OTHERS, - MEAN ROOF HGT. 2-STORY <30'-0" FOR ALL FLOOR COVERING SPECIFICATIONS IS A CONTINUOUS LOAD PATH PROVIDED : - YES SHOP DRAWING REVIEW: ARE COMPONENTS and CLADDING DETAILS PROVIDED : - YES 1. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ENGINEER TO REVIEW. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR, PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. TRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3. IN ALL INSTANCES, THE CONTRACT DOCUMENTS HALL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. FOUNDATION / SITE PREPARATION: _ 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 Psf, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-2487. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. CONTRACTOR SHALL PROVIDE 6 MILL POLYETHYLENE VAPOR BARRIER OVER CHEMICALLY TREATED SOIL UNDER FOUNDATION SLABS. 3. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION of SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE REWORKED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE OBTAINED FROM A CERTIFIED AGENCY. CONCRETE: _ 1. CONCRETE SHALL MEET, AS A MINIMUM, F.B.C. W/ LATEST SUPPLEMENTS, TABLE R402.2 MINIMUM SPECIFIED 2. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: - 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE (SEE PILE PLAN, IF APPLIES, THAT WILL SUPERCEDE) - 3,000 PSI REGULAR WEIGHT FOR BEAMS, AND COLUMNS (SEE "FOUNDATION PLAN", IF OTHER, FOR SPECIFIC REQUIREMENT IN LIEU OF THIS SPECIFICATION) - 3,000 PSI MIN. COURSE GROUT, "BOND BEAM" (BEAMS) and FILLED CELLS (COLUMNS), U.N.O. 3. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5" +/- i" PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE LIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 4. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER: - 1 1/2" FOR # 5 DID. BAR AND SMALLER 2" FOR # 6 Dia. BAR AND LARGER C. FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: 3/4" FOR SLABS, WALLS, AND JOISTS 1 1/2" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, AND STIRRUPS FORMWORK: 1. FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK", REINFORCING STEEL: 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI-318 STANDARDS AND SPECIFICATIONS. ALL HORIZONTAL and VERTICAL BARS SHALL LAP 48 BAR DIAMETERS of LARGEST STEEL IN LAP for FOOTING, DOWEL and BEAM STEEL TYP., UNLESS NOTED OTHERWISE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP, MIN LAPS SHALL BE AS FOLLOWS : # 4 Dia. BAR - 25" # 6 Dia. BAR - 36" # 5 Dia. BAR - 30" # 7 Dia. BAR - 42" 2. PROVIDE 30" X 30" CORNER BARS LAPPED and TIED to EACH BEAM REBAR, TYPICAL AT ALL CORNERS PER DETAIL 11 on SHEET SD2 WELDED WIRE MESH: - 1. WELDED WIRE MESH SHALL BE ASTM A-185, GRADE S5, FREE FROM OIL, SCALE, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. MASONRY: 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES and SPECIFICATIONS FOR MASONRY STRUCTURES and COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 2. PROVIDE 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCING at 16" O.C. TYP. (VERIFY WIDTH PER PLAN) 3. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN HA BE PLACED USING RUNNING BO ND UNLESS - f - 1500 PSI, BLOCKS SHALL ASTM C 90 GRADE N m CONFORMANCE W11H OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRET E FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP of 8" to 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. 4. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. 5. LAP VERTICAL REBAR 6 X BAR NO (48 BAR DIAMEERS)., U.N.O. 6, MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR". THE SUPERVISOR OF THE MASONRY PORTION OF THE PROJECT SHALL BE A "CERTIFIED STRUCTURAL MASONRY CONTRACTOR" OR A "CERTIFIED STRUCTURAL MASON" AS RECOGNIZED BY THE FLORIDA CONCRETE AND PRODUCTS ASSOCIATION (FC&PA). THE SENIOR MASONRY SUPERVISOR WILL BE RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS THE MASONRY CONTRACTOR SHALL SUBMIT CREDENTIALS FROM THE FC&PA TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BIDDING. STRUCTURAL STEEL : - 1. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9th EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksi FOR ANGLES, PLATES, AND W-SHAPES STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL BE ASTM A-53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 2. ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF -THE -NUT METHOD. 3. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL WOOD : - 1. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS F6 = 1000 PSI AND A MODULUS OF ELASTICITY = 1,600,00 PSI (THIS DOES NOT INCLUDE INTERIOR NON -LOAD BEARING STUD WALLS, U.N.O.). 2. ROOF SHEATHING: 19/32" COX GRADE PLYWOOD, UNLESS NOTED OTHERWISE. 3. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED, 4. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. TRUSS NOTES : 1. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE ARCHITECT/DESIGNER PRIOR TO THE FABRICATION OF TRUSSES. I DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-02, 'DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION", AND "TPI/WTCA BCSI 1" COMMENTARY and RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES, 3, METAL STRAPS & ANCHORS FOR ALL WOOD TRUSSES SHALL BE I.A.W. LOCAL MUNICIPALITY STANDARDS & MANUFACTURERS LITERATURE. 4. ALL METAL STRAPS & NAILS TO BE GALVANIZED. 5. ALL ENGINEERED HEADERS & TRUSS HANGERS TO BE SUPPLIED BY TRUSS COMPANY. 6. ALL HEADERS TO BE MIN. 2 - 2x12, UNLESS SPECIFIED OTHERWISE. (SEE BEAM SCHEDULE) 7. TRUSS BRACING TO BE I.A.W. TRUSS MANUFACTURER & "TPI/WTCA BCSI-1". 8. ROOF DESIGN LOADS SHALL BE BASED ON CHAPTER 16 of the FLORIDA BUILDING CODE, LATEST EDITION W/ LATEST SUPPLEMENTS & ASCE 7 WIND PROVISIONS FOR ENCLOSED, PARTIALLY OPEN or OPEN STRUCTURES for COMPONENTS & CLADDING and M.W.F.R.S. 9. VERIFY ANY ADD'T BOTTOM CHORD BRACING PER TRUSS ENGINEERING SPECIFICATIONS. ANCHORS: - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED THROUGHOUT THIS PLAN, to BE INSTALLED PER MANUF. SPECS -'C.M.S." - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW ANCHOR -"WEDGE ANCHOR" - HILTI "KWIK-BOLT 3" EXPANSION ANCHOR -`P.AF." (PINS) - HILTI "POWDER ACTUATED FASTENER" 'EPDXY^ - HILTI 'HIT HY 15C J S C H E D U L E S FASTENER SCHEDULE APPLICATION SIZE TYPE I SPACING REMARKS GARAGE O BUCK SEE ARCHITECTURAL PLANS TO CONC..BLOCK COL. MTL. STRAP TO CONIC. SEE ROOF LAYOUT FOR SPECIFIC ANCHOR SPEC BLOCK or TIE -BEAM PER TRUSS ANCHOR SCHEDULE NON-BRG. WALL SILL 1/2" 0 x EXPANSION PLATE to CONIC. SLAB 4" EMB. W/ ANCHOR and KNEE -WALLS WASHER METAL LATH and WIRE FASTENERS 16 GA. W/ 6" APART - W I R E L A T H MIN. 1 1/4" ii # 101 - 1 SIDE LAPS PENETRATION 9" APART 16 GA. W/ 6" APART - 3/8" RIB MTL LATH MIN. 1 1 # 101 - 1 SIDE LAPS 14" PENETRATION 9" APART CEMENT ROOF TILES N / A SEE ARCHI ECTURALS ROOF/WALL/FLOOR SHEATHING F L 0 0 R .148" 0 x 31 10D GALV. COMMON EDGES - 4" FIELD - 6" - 3/4- (APA 23/32") T & G 48/24 EXPOSURE - 1 NAIL R 0 0 F .113" ¢ . 2 3/8" 8D RINK EDGES - 6" FIELD - 6" ZONE 1& 2 PER "ROOF 5/8 (APA 19/32") 40/20 EXPOSURE - 1 SHANK FASCIA - 4" ZONE" DIAGRAM 8D EDGES - 4" ZONE 3 .113' 9 x 2 3/8 RINK FIELD - 4" MIN 4' or "a PER SHANK FASCIA - 4" ROOF ZONE" DIAG. (WHICHEVER IS GREATER) W A L L .131" 6 x 2 I/YL 8D GALV. COMMON EDGES - 4FIELD - 6" " WHERE DBL SHEATHING IS REQUIRED, USE 10D NAILS 5 8" APA 19/32" 40 20 POSUREL - 1 NAIL SPACED AS NOTED FRAMING BUCKS at EXTERIOR WINDOW BUCKS .099" 0 C 0 1 L 12" O.C. ( 1 x 3 P.T. ) x 1 //t 2' LONG TAPCONS 6" FROM ENDS SEE D-20 VERIFYALT W1 PRODUCT AAMiPtRROWALS 11i/2" EMB. ANCHORS THROUGHOUT SLIDING GLASS DOORS ( 1 x 4, i x 6 P.T. ) .0990 0 x 1 1 2' LONG C 0 1 L NAILS 4" O.C. THROUGHOUT SEE D-20 // VERIFY W/ PRODI1CTAAPPROVALS 111/2" EMB. ANCHORS THROUGHOUT EXT. SWING DOORS (2 x JAMB WIDTH P.T.} 1/4" 0 x "C M. S." 12" O.C. SEE D 20 PER PRODUCT APPROVA 1 1/2" EMB. ANCHORS THROUGHOUT SD NOES : 1. STAPLES SHALL NOT BE USED FOR THE ATTACHMENT of UNDERLAYMENT, ANCHOR SHEETS, ASPHALT SHINGLES, TIN TABS, or ATTACHMENT of ROOF SHEATHING to FRAMING MEMBERS. 2. FASTENING of GARAGE DOORS, WINDOWS / S.G.D.'s and EXTERIOR SWING DOORS to FRAMING BUCKS SHALL BE PER MANUFACTURERS SPECS. 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 4. ALL NAILS TO BE GALVANIZED - TYPICAL ANCHOR SPECIFICATION TO BE USED, AS REFERENCED 9 THIS SCHEDULE, to BE INSTALLED PER MANIA:. SPECS - I T W BUILDEX 'TAPCON" CONCRETE MASONRY SCREW ANCHOR -"WEDGE ANCHOR' - HILTI 'KVAK-BOLT 3' EXPANSION ANCHOR PINS - HILT] "POWDER ACTUATED FASTENER" GABLE -END HIP ROOF ROOF ZONE UPLIFT DIAGRAM (FOR COMPONENTS ABOVE ROOF SHEATHING) AT SLOPED ROOFS dE O - 40 PSF ZONE 0 - 70 PSF ZONE 0 - 103 PSF sal = Gr-Cn "CAST-CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 9' PRECAS T & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C4rF40pwm SAFE LOAD -POUNDS PER LINEAR FOOT C MS SAFE LOAD FILE-.11MA SAFE LOAD -POUNDS PER LINEAR FOOT -� TYPE LENGTH 8Ue 8F8-03 BF12-OIL BF16-OB 8F20-=B BF24-OB BF28-DB BF32-0B TYF3E LENGTH BU8 SFS REINF. CMU TYPE LENGTH BFB-1i 8F12-1i 6F16-R BF24-II BF24-1i BF28=1T &ii-ii era-iB BF12-10 BF1s-1e BF24-18 Brn-113 erze-tB 6F32-tB 8F8-2T 8F12-2i SFt6-2T BF24-2T BF24-2t BF5-2i BF32-2T 2'-10' 34 PRECAST ( p231 3069 4605 6113 7547 8974 10394 11809 2'-10'(34' PRECAST 1293 1025 1642 1024 2135 1830 2'-10'(341 PRECAST 1972 3173 4460 5747 7034 v 21 960E 3069 4W5 6113 7547 8974 10394 7fio9 1972 3173 4460 94] 7033 8321 9 0 6 B 3'-6" (42") PRECAST 2231 30W 3719 5163 7547 8054 9502 11809 3'-6" (42") PRECAST 3'-0' (427 PREaASr 1569 2524 M47 4569 5591 913 7818 }069 4605 6113 ]54] 89]4 t0194 1t809 1569 2524 397 4569 5591 N13 7636 $-0" (48")' PRECAST 2561 2751 3820 4890 5961 7034 8107 1966 2693 4fi05 61ll ]54] 69I4 10394 n009 4'-0" (48' PRECAST 765 763 1365 4'-0' (481 PRECAST 1363 2192 3t1]9 W79 NN 3966` 4853 Q53 5760 66D 6 1363 2�9z 7 4'-e (547 PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 4'-6" 54 PRECAST (' 592 411 340 507 424 326 284 260 244 217 205 N.R. 591 411 339 721 534 512 401 452 402 324 293 284 1.057 734 607 483 357 227 178 152 135 109 98 89 4'-6" (54' PRECAST 1207 19Q 2724 }5D6 4292 5077 5861 2189 4375 6113 7547 0 0672 10294 11809 1207 040 2724 3501 4292 5077 W61 5'-4" (64'T PRECAST 7217 i349 1438 1999 25EC 3123 3686 4249 5'-4° (641 PRECAST 5'-4" 64q PRECAST ( / 1016 1632 U90 2949 3607 4265 4924 1663 7547 A42i 8733In 1012Jn 1016 1632 2290 2949 3"07 4265 4924 5'-70'(70� PRECAST 1062 1105 1173 ILA 1631 1631 2090 299 3009 3470 5'-10"(701 PRECAST 5'-10' (7D� PRECAST 929 1492 2694 3295 3897 4498 1451 2622 43W 7168 6036i ]181n 8328 929 1492 A93 2093 2694 3295 3897 /I9R 6'-6° (76� PRECAST 9p6 12M 21P 34W W31 3707 4383 5061 V-6' 78 PRECAST ( ') 6'-6' (78� PRECAST 835 ry 1340 1880 2419 2959 3498 4038 1238 21'!/ 31W 5301 O.iW 10?9 B625 835 1340 1880 2419 2959 3498 40}8 T-6' (90� PRECAST 743 1ml 17N 2632 2205 2011 3191 305 7'-6- (90' PRECAST Y-6' (901 PRECAST 727 1166 1634, 2102i, }439 350B 191 1]29 2W1 3897 5681 B/6]x fiQ29s ]2] 1166 ifi34 2102 M71 25]1 3D39 3500 9'-4- (1121 PRECAST 554 as9 uW lszs 256A 3486 2618 3302 9'-4" 112 PRECAST ( ' 9'-4' 11 PRECAST ( 591 6W 1i33„ 1705 s 1e; 2463 752 1245 1843 2564 3486 47050 6390 , 591 B51 1326 1]OS 2084 2463 2842 M42 10'-6'(126� PRECAST 475 535 890 1247 2093 2777 2163 2536 10'-6'(126� PRECAST 10'-67(1281 PRECAST S30 552 914 1185 1458i 1:3L 2007 843 1052 1533 2093 2781 }643 4I64,ss S.TU W6 1183 1528 ie'$i 2204 2544 1Y-4°(136") PRECAST 362 582 945 1366 1846 2423 3127 Q06 1P-4"(i36°) PRECAST tt'-4'(1361 PRECAST 474 485 798 1034 HJ2 1510 a 1749 sae 945 1366 leas 2423 3127 400s 494 599 tote uzz n3e 20.53 23¢9 1 - 2 0 144 PRECAST ( � 337 540 873 1254 16B4 2193 2805 12'-0" 144 PRECAST ( 7 - 12' 0" 144 PRECAST ( 7 OO 441 723 936 1151 6 138i 1582 ry 544 873 1 254 1684 o� 1� _ .3 2B05 3552 470 920 1349 199 1948 22O 13'-4"(160' PRECAST 296 471 755 1075 1428 1836 2316 2883 13'-4'(160') PRECAST 13'-4"(160' PRECAST 4, 37 373 sob „ 73 „ x not„ 471 755 1075 1428 1838 2316 28e3 428 8 455 AO 1145 I44N4 t]1B 993 1M 14•-O•t,Q66•) PREU5T 279 424 706 1002 1326 107 2127 2630 14'-0" 166 PRECAST ( 7 14'-O'(168') PRECAST 384 s 347 559, 723 887 x 1052. 1210 442 7os 1Doz nzs ts97 z1z7 zs3o 410 424 1 709 1 1050 1434 1694 199 14'-6'(1767 PRESTRESSED _ N.R. NR NR NR NR NR NR NR 14'-8' 176 PRESTRESS® ( ") 14'-8"(176� PRESTRESSED 211 13 519ry 671, 823 976, 1129ry9 456 ]e3 13]0 1902 z245 z9n znz 3W 655 , 1874 1 15'-4'(t84� PRESTRESSED N.R. NR NR NR NR NR NR NR 15'-4' 184 PRESTRESSED ( � N.R. 259 82 15'-4' 164 PRESTRESSED ( ") M4 224 302 626 767 767 is 909 '909 1801 411 710 1254 P33 ZO58 2320 2513 230 39 No W9 e97 897 izz4 tss2, lam 17'-,V 208 PRESTRESSED ( N.R. NR NR NR NR NR NR NR 1T-4'(208')PRESTRESSED N.R. 194 63 1T-4'(208�PRESTIRESSED 187 192 255 303 49 5W 520 1 732 637 993 754 2se, 872 100 5q8 9W 132fi ifi09 Mgz97 19'-4' (2327 PRESTRESSED N.R. NR NR NR NR NR NR NR 19'-4" 232° PRESTRESSED ( ) N.R. 148 51 19'-e(232j PRESTRESSED 162 1W 222 261 347 ,� 424 446 �„ 616 safi n 831 sae 1057 746 1225 235 424 7W 1037 1262 1515 1716 21'-4'(2567 PRESTRESSED N R NR NR NR NR NR NR NR 21•-4-(2561 PRESTRESSED NI R 1.2$ ¢2 21'-4"(256' PRESTRESSED 142 142 In 230 316 n 369 AM ii Ji] 567,n 903 654IOU 1046 340 590 045 1116 1359 14fi8 PRESTRESSED N.R22'-0" NR NR NR NR NR NR NR 264 PRESTRESS- ( ") tT1 N. R, NR ii6 91 39' 331z9 22'-O'(264 PRESTRESSED22'-0*(2641 in 19Z z95 �3933 s29165 315 554 ]84 1047 1265 1399 37 221 354 691 111 17, PRESTRESSED ,, "R NR 24 -0 " 288PRESRES 24'-O'(28�PRDlAEsSm 124 1z+ ns24'-O'(2881 2W zs> s6 91 450 416 WD 1 491 ]ss 5E5 e75 , zW a (#) THE NUMBERS IN PARENTHESIS CR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS FOR 4 SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS FOR CR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS - ALL VALUES TAKEN FROM "SAFE LOAD TABLES" by "CASCRETE, JUNE 2003 EDITION - - PRECAST PRODUCTS Bf OTHERS TO MEET or EXCEED VALUES STATED ABOVE - - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS - - PROVIDE MINIMUM 4' of BEARING PAST EACH SIDE of WINDOW OPENING - ----SPLICE AT S-0" MFMRFRS (61) 2'-0' AT COMMON ------==0 ----- 0 i- I , 2'-0' 2 O MEMBER (4,1 2 3 EIS# -II - SPECIAL CONNECTION +t /a" N 3". w � VER. i2 SIDE -A SIDE-B CAP : 8"W X 11"H X "W" W/ (2) 3/4" THRU-BOLTS CAP : 12"L X 7"W W 4X 7'L "NELSON STUDS' /(3) 3" / S TYPICAL CAP 2" W/ ALT .REC 0JRR p t .T Id TYPICA( t "I .-. B SE (4 ANC" - 12" T35 T4 W46 3) W/ "T" COLUMN PER PLAN ALT. RECESS I "_'I GROU TYPICAL BASE TYP. COLUMN : TUBE STEEL, SIZE PER PLAN, TYP., FILLED SOLID TYP. SEAT PLAT : 1/ 2"T STEEL FOR ALL GIRD ER BEARINGS TUGS TYP. TYP. BASE PLAT ; SIZE ABV. X 3/4"T STEEL TYP. W/ 7/8" HOLES FOR 3/4" WEDGE ANCHORS TYP. BALCONY SLAB : 2' RECESS W/ 4' EMBED, U.N.O. ALL OTHER SLAB : 4" RECESS W/ 6' EMBED, U.N.O. STEEL COLUMN DETAIL a - ALL STEEL TO BE CON'T 1/4" FILLET WELD TiP. - N. T. S. - ALL STEEL TO BE 1/4-, ASTM A36 U.N.O. - - PROVIDE 13/16 HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - 41F- ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) - - TRUSS CO. TO PROVIDE ADD'T VERT. FOR BOLTS AS REQ. - - GDR °W" IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - - ALL WEDGE ANCHORS to BE STAINLESS SEEL - ALL STEEL FOR SPECIAL GDR + 1/4 Tin � VER. \ FRONT SIDE TOP u6 HANGER to MASONRY : 6 - WEDGE ANCHORS GIRDER to HANGER - GER : 3 THRU-BOLTS O S\`/ l / GDR 1/4 Is It T O P 3' 1.5" /77 FRONT SIDE HANGER to MASON - RY : 4 WEDGE u4 E ANCHORS GIRDER to HANGER • 2 - 7HRU T - BCL S WEDGE ANCHORS : 3/4" Dia. x 4" EMB. HILTI "KWIK-BOI T II" THRU-BOLTS : 3/4' Dia. W/ NUTS and WASHERS n_ GIRDER to MASONRY S2 - ALL STEEL TO BE CON'T 1/4' FILLET WELD TYP. - N. T. S. - ALL STEEL TO BE 1/4 ASTM A36 U.N.O. - - PROVIDE 13/16' Di®, HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - - GDR OW" IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - CONNECTIONS TO BE GALVANIZED REVISIONS: SHEET DATA: MODEL: 6511 COMMUNITY: RIVERBEND LOT 2 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 06 09- 17 SHEET DESCRIPTION: STRUCTURAL NOTES, MISC. SCHEDULES & 1)S#-1T DETAILS ELEVATION: D GARAGE: LEFT M I S C E L L A N E O U S BRENNAN ENGINEERING INC. ADD 2 X 4 S.Y.P. # 2 NAILER at EA. TRUSS W/ (2) 16D NAILS to TOP/BOT TRUSS CHORD (N/A W/ VERT. WEB) 2 X 6 S.Y.P. # 2 "STRONGBACK" W/ (3) 10D ALT. 2-16D) NAILS to NAILER "A , or TO VERTICAL CHORD "B" AS ALLOWED (PLACE ANYWHERE BETW. FLR. TRUSSES) AT ENDS, PROVIDE 2 X 6 P.T. NAILER W/ (4) 1/4" X 3 1/2"L TAPCONS to MASONRY or 2 X 4 X" - BRACE PROVIDE 2 X 6 S.Y.P. # 2 at SPLICES, AS SHOWN ABOVE, W/ (3) 10D (or ALT. (2) 16D) NAILS at ENDS & 24" O.C. TYP. SB T-TRR r' 13 IN SPEACKWISD7USSMANUF A TA' LDNiNT. S. ABSENCE of REQUIREMENTS FROM THE . CO. - 'STRONGBACKS" TO BE LOCAED MIN. 8 FT. O.C. THROUGH FLOOR -TRUSS SPAN. - ADD 2 X 4 "X' - BRACE EVERY 20 FT. LENGTH. lO TOP/BOTIOM PLATE : 2 X 6 SYP # 2 W/ (3) 10D NAILS TO BLOCKING or TRUSS ABOVE & BELOW TYPICAL. (ALT. 10D NAILS ALONG TRUSS 6" O.C.) O2 WALL : 2 X 6 SYP # 2 STUDS 16" O.C. W/ (3) 10D TOE -NAILS TO TOP/BOT. PLATE TYPICAL O3 SHEATHING : APPLY TO OUTSIDE PER FASTENER SCHEDULE" ON SHEET "SD1" ® BLOCKING : 2 X 4 SYP # 2 at 24" O.C. W/ (3) IOD TOE -NAILS (2/1 PER SIDE) AT EA. END TO TRUSS 05 NAILER 1 : 2 X 4 SYP # 2 W/ (3) 10D NAILS AT TRUSS IWIDUL CHORD & EA. PffFE NI)MLAR PAR41M PLAN WEB IN BETWEEN 0 ® O NAILER 2: 2 X 4 SYP # 2 P.T. 1/4" TAPCONS W/ 2' EMBED 12 O,C• TO TO MASONRY F IN -FILL FRAME WALL N. T. S. - SEE PLAN FOR EXACT LOCATIONS - IIISONRY WALL 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: SDI Victor Hernandez \\\\Nv1,CTORIII / NOS N 9Z _ 0, N T T9T YON i r COPY OAA EN E.B. # 7686 P.E. 72387 WALL SECTIONS ROOF : BY OTHERS OVER 5/8" C.D.X. PLYWOOD (SEE ARCH. PLANS)_ tl1 TRUSS TO BOND -BEAM MOISTURE BARRIER : AS PART of TRUSS ANCHOR W/ ALT. 30 FELT PAPER — BETWEEN ROOF -TRUSS & MASONRY FASCIA : PER ARCH. PLANS, W/ 3 - 12D GUN -NAILS to EACH TRUSS SOFFIT : PER ARCH. PLANS O.H. EXT. WALL : DECORATIVE CEMENTITiOUS FINISH OVR. e X 16" C.M.U. W/ # 5 BARS IN FILLED CELLS PER "COLUMN SCHED." MOISTURE BARRIER : PROV. 30 # FELT PAPER BETW. ROOF-TRS & MASONRY 12-1 T, of "86_1 _-- 'BB-1' PERPENDICULAR) or 'BB- ERPENDICULAR 2° (PARALLEL) TYP. at . of 1ST. FLR. MASONRY WALLS SUP- PORTING FLR. TRUSSES to BE (1) or (2) 8" X 16° LINTEL BLOCK COURSE/S W/ STEEL IN POURED CONCRETE, U.N.O. (SEE BEAM SCHEDULE) SILLS : 8" X 8" BOND -BEAM or POURED CONC. W/ 1 # 5 BAR, EMBED 4" INTO POURED CELLS AT EA. SIDE. FOR SPANS GREATER THAN 6'-0", PROV. # 5 DOWELS TIED TO SILL EVERY 4'-0" O.C. MAX. EXT. WALL : DECORATIVE CEMENTITIOUS FINISH OVR. 8" X 16" C.M.U. W/ # 5 BARS) IN FILLED CELLS PER "COLUMN SCHED." RECESS : 1 1/2" TYP. AROUND EXTERIOR PERIMETER WALL 4" MIN., GRADE to I of SLAB FIN. GRADE 12" MIN., GRADE 11� -DTI to B. of FTG. -m_ 12" TRUSSES : APP. ENGINEERED WOOD at 24" O.C. ALL TRUSS BRACING SLOPE PER EV, TO BE PLACED AS SHOWN ON TRUSS - ENGINEERING (SEE ROOF LAYOUTS FOR TRUSS OVERHANG TYPE, CANT or STD.) BRACING : PER DTL. 39 AS INDICATED ON ROOF PLAN T. of BEAM, B. of TRUSS "BB -I' : TYP. at TOP of 1ST or 2ND FLR. MASONRY WALLS SUPPORTING ROOF TRUSSES to BE 8' X i6" LINTEL BLOCK COURSES W/ STEEL IN POURED CONCRETE, U.N.O. (S BEAM SCHEDULE) o �a ALT. DROP LINTELS OVER OPENINGS W/ I V STEEL PER PLAN T. of 'MNDOWS PER ELEVATIONS I— — — `v I — — — — — — — — ;; I FLOOR : GYPCRETE DECK OVER 3/4" o T & G C.D.X. PLYWD OVER FLOOR -TRUSS, ALL FLOOR SHEATHING TO EXTEND MIN. 1/2" z FROM MASONRY WALL (TYP.) 12_9" T. of *BB-1" o C5 F a j j a r o Y 1' � 0 y o N i � fA fiPBOICUAR PARN.La � w� ALT. DROP LINTELS i aoo aO 1' 1j OVER OPENINGS W/ i; STEEL PER PLAN 6 I of WINDOWS PER ELEVATIONS z FOOTINGS : SEE FOOTING SCHEDULE o (FOUNDATION PLAN) FOR SIZE & STL REQ. SLAB : SEE FOUNDATION PLAN FOR EXACT SIZE AND STEEL OVER APPROVED VAPOR BARRIER OVER WELL COMPACTED POISONED FOUNDATION (SEE PLAN for ANY ADD'T STL) I of SLAB MISCELLANEOUS TRUSS O FOR ROOF TRUSSES SPANNING UP TO 16-01 : \� SIMPSON "HGAM10" TO I of BEAM W/ 4) SDS / 1/4" X 1-1/2" SCREWS TO TRUSS W/ (4) 1/4" X 2-3/4" TITEN SCREWS TO T. of MASONRY PROVIDE SAME STEEL IN CORRECT LOCATION PER FOR ROOF TRUSSES SPANNING 10'-0" TO 30'-0"L : PLAN & EPDXY W/ EMBED PER STEEL SIZE ABOVE. O2 ADD SIMPSON "HTSM20" W/ (4) 1/4" X 2-1/4" TITEN SCREWS TO MASONRY W/ (8) 10D NAILS TO TRUSS USE SIMPSON "SET-XP" 2-PART EPDXY, MISSED ROOF TRUSS STRAP INSTALLED PER MANUFACTURER'S SPECS - NO MULTIPLE QUANTITY RESTRICTIONS MISSED DOWEL - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED - NO MULTIPLE QUANTITY RESTRICTIONS SEPARATELY ON A CASE BY CASE BASIS - INSTALL AS PER MANUF. SPECIFICATIONS TYP. REPAIR DETAILS 8 - NO MULTIPLE QUANTITY RESTRICTIONS - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSEb SEPARATELY ON A CASE BY CASE BASIS ADD'T PAD -OUT : ADD ADD'T 2 X S.Y.P. # 2 AS REQUIRED W/ (2) ROWS OF 10D NAILS at 12" O.C. NAILER TO STEEL : 2 X S.Y.P. # 2 W/ i .177" X 1/2" EMB. "P.A.F." (PINS) at vl i6" O.C. or 1/4" X 2 3/4" SELF -TAPPING SCREWS , 11 Fes_ STEEL COLUMN PAD -OUT MASONRY WALL EXT NAILER : (3) 2 X S.Y.P. # 2 W6(P.T. LGATAPCONS AT18" O.C. MASONRY WALL EXT TO : (1) 2 X S.Y.P. # 2 P.T. INT TO CMU WALL W/ 1/4" X 6" LG TAPCONS AT 8" O.C. STUD : (4) 2 x S.Y.P. # 2 W/ 10d NAILS at 6" O.C. AS SHOWN WALL SECTION 1/2 _ 1 ilf - REFER TO "TRUSS ANCHOR SCHEDULE" on "FLOOR/ROOF LAYOUT" PLAN" - N. T S WOOD WALL : SEE PLAN FOR WIDTH - NAIL ALL SHEATHING PER "FASTENER SCHEDULE ON SHEET "SDi" WOOD TO MASONRY TYPICAL CONC, BEAM STL. CORNER BAR BOND -BEAM STL CORNER BAR LAP OUT STL ONLY LAP sTrlititi,ay. , CROSS INSIDE STLit- ADDT.of BM T.of BM71 W/ ALT. MID -STEEL L1---}� ADD W/ DBL, BOND -BEAM ELEVATION PLAN ELEVATION PLAN CONCRETE BEAM BOND -BEAM TYP. MASONRY CORNER f - LAP ALL STEEL PER MIN. REQUIREMENTS AS N. T. S. STATED IN "STRUCTURAL NOTES (SHEET "SDi") - QUANTITY of CORNER BARS DETERMINED BY MIN. INTERSECTING BEAM STEEL LE.,IF 6-BAR CONCRETE BEAM INTERSECTS W BB-1" NLY 1 CORNER BAR WILL BE REQUIRED, ETC. " 41F 41F ADD'T PAD -OUT : (1) ADD T 2X S.Y.P. # 2 ALLOWED TO DETAILS BELOW W/ (2) ROWS OF IOD NAILS at 12" O.C. FRAME WALL PER PLAN WINDOW S.G.D. WINDOW S.G.D. STEEL COLUMN 2 X S.Y.P. # 2 P.T. NAILER W 1 x S.Y.P. # 2 BUCK 177" X 1 2 EMB. "P.A.F." INS 8D NAILS at 6" O.C. / ( ) OR AS REQUIRED at 16" O.C. to STL. COLUMN or i/4" 2 x S.Y.P. # 2 BUCK X 2 3/4" SELF -TAPPING SCREWS 10D NAILS at 6" O.C. O - STEEL COLUMV'NAM - OD - RAW WALL BUCK - ©PAD -OUT 1 TO MASONRY : 1 X or 2 X P.T. MATERIAL AS RE. W/ 1/4" TAPCONS EXTERIOR DOOR W/ 2" EMBED 12" O.C. STAGGERED 2X JAMB WIDTH O PAD -OUT 2 TO "PAD -OUT 1' : 1X or 2X P.T. BUCK SYP # 2 W/ TAPCONS PER ABOVE or 10D DOOR - NAILS (2X) or SD NAILS (1X) to- O.C. STAG RE MASONRY WALL and COLUMN PER PLAN ununnw I'll SIDE JAMB IIA III 11 , - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO �6" � 8" —WOOD STUDS 1 : (2) 2 x 8 BUCK to PAD OUT : 10D or 80 NAILS PER W'I ALLY WALL S.Y.P. # 2 W/ 10d NAILS - WINDOW -/ S• Q D• - ABOVE (NOT STAGGERED) NAIL DBL TOP PLATE TOGETHER W/ 10D GUN -NAILS EXT INT - at 4" C.WOOD "BUCK' //AT 12" D.C. W/ 48" LAPS W/ (12) 10D GUN -NAILS WINDOW/DOOR BUCK DTL. r TRUSS t0 2ND HEADER WALL to MSNRY ALT. HEADER S.Y.P.#T2DW/ 70d NAILS EXT _ INT S.Y.P. # STUDS 10d4NAILS 6 G 0 THIS DIAGRAM IS A GENERAL DEPICTION of BUCKS AS N. T. S. BOOR - T. of WALL _ - at 6" O.C. AS SHOWN at 6 O.C. AS SHOWN SPECIFIED. VERIFY EXACT LOCATION of BUCKS PER MANUFACTURERS REQUIREMENTS. SEE ARCHITECTURALS) 41t SEE "FASTENER SCHEDULE" on SHEET SDi 4 J 1 10 TRS/JOIST to WALL : F 24" +loll > , 3 D 3 - BUCK to MASONRY ANCH R - COIL NAILS or "C.M.S." ANCHORS l2J 24" O.C., SEE ROOF, HEADER I DBL. PER FASTENER SCHE LE ON SHEET S01 ROOF LAYOUT FOR PER PLAN 2 n WOOD WALL : SEE PLAN FOR WIDTH ANCHOR SPEC _ W - — 2 IOD NAILS WOOD TO WOOD PER PLAN 3 O 20P 2LX S.Y.P. 2 W 5' C o SIMPSON "SPH" W 5 / 10D 12 ALT: DROPPED ALT iRAME DOWN 10 ORNER WALL CONNECTION DETAILS z 12 ?, HEADER BLOW HEADER HN- NAILS EA. SIDE P. (10 TOT) O 1iI II ..Ii' 03 WALL : 2 X S.Y.P. # 2 STUD STU@ to STEEL COL V i i PER PLAN at 16" O.C., U.N.:H ®179° X 2"L HILT) PNS J E^ (PAF) at 2e Q.C. a ii ®STUD t0 MASONRY : ALL Sft. COLUN _ GYPCRETE DECK OVER. I g 2"XP.T.W/14"X ' �3acoxr&cPnO IofBM _r _ 0 2 EMB. TAPC NS 36° 4 a 19 at 12" O.C. TYP. 16 Kfs 5- GYPCRETE DECK OVER. r 3 4" CD X T & G PLYWD 42 I •S� 4. H - ijPER PLAN _ ,. n ,.ss "- r�:'.� T. 6? FLOOR TOIL FLOOR TRUSS TR SS. < BY 0 ERS . • •.' TOPCHORD �TRU N 6 5 BOT. PL. AI GDR./RIBBON 8- O.C. : 2 X S.Y.P. # 2 FOR BEAM 2 BY OTHER! ti 8 10 W/ 16D NAILS at 8" O.C. TYP. TYPE 4 Ed PARALI- PERP DICULAR 6 BOTTOM PL to WALL: 2 - IOD NAILS FROM I PLATE to EA. STUD W/SIMPSON "SPH"W/ 3 $ I PARALLEL LL 7 5 - 10D NAILS EA SIDE TYP 10 TOTAL PER -PLAN 18 (SIMPSON "SPH" N/A W/ SLOPED TRS/G R) O BLOCKING 1 : 2 X 4 P.T. WOOD BLOCKING, ANCHOR to MASONRY W/ 1/4" TAPCONS W/ 2" EMBED AT MIDDLE OF BLOCK (MIN. 3 PER BLOCK) II a ,H 7 2ND FLR STUDS to 1ST FLR. WALL _-- - STUDS IN LINE : SIMPSON "MSTA49"W// 7 - 10D EA. END / w II�- STUDS NOT IN UNE : SIMPSON "LSTA36" W/ 7 -1 OD to 2J BLOCKING 2 : 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 10D USS t0 1ST 2ND FLR. STUD & 1ST FLR. DBL. TOP PLATE (WRAP) NAILS EA. END W 11ST TRUSS SPACE W/ SIMPSON "H3" CLIP PLACED a u FLOOR HORIZONTAL W/ (4) 8D NAILS EA. END TO NAILER 12 ® 2ND FLR STUDS to GIRDER : SIMPSON "LSTA36"W/ 7 - 10D o III o NAILS EA, END TYP, O TRUSS to MASONRY : SIMPSON "HU48" W/ (6) 10D NAILS TO TRUSS (3/SIDE) W/ 3 (14) 1/4" X 2 3/4"L TITEN III 9 NOTCHED STUD : MAX. 2" X 2" IN 2 STUDS IN A ROW MAX. 6 PROV. 2 X 4 S.Y.P # 2 STUD TURNED SIDEWAYS ("L" BRACE) ® NAILER : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED W/ 11 & ANCHOR FROM "NOTCHED STUD W/ 10D NAILS at 8" O.C. WASHERS AT 24" O.C. TO RIBBON : 2 X 4 S.Y.P. # 2 CON'T W/ 3 - 16D NAILS to EA. TRS. HANGER BEARING — — — T. of MSNRY �. / O qLr RLC _ j II °' w. ' V B. PLATE 3 ATE3toXSL�B :1 2* N" 9/16" HOLEECENTE CENTERED. SPACE F 1 FROM EA. CORNER & 6" FROM EA. SIDE OF SPLICES. wL `� (EMB. IS FROM LOWEST SLAB ELEV. at RECESSED AREAS) STUD to B. PLATE : (1/SIDE) / ) MIN. 2 - 16D TOE -NAILS 1 SIDE 12 FIRESTOP BLOCKING : 2 X S.Y.P. # 2 AS REQUIRED PER CODE B. PLATE to FLOOR : 2ND F L R 16D NAILS 0 8" O.C. to TRUSS GYPCRETE DECK OVER. ® ALT. B. PLATE to MASONRY WALL : 1/4" TAPCONS W/ 3" EMBEDMENT at 6" O.C. (CENTERED) - - - 3 4" C.DX T & G PLYWD - - FLOOR _______- 2ND .F,F._ "CiT" STRAP PER "TRUSS ANCHOR SCHEDULE" ON ROOF/FLOOR LAYOUT W/ STUD to FLOOR TRUSS SIMPSON 1/4" X 31 TAPCONS at EACH STUD TYPICAL "MSTA36" W/ 6 - 10D NAILS to STUD & ® CORNER : TYP. 3 - STUD AS REQ. PER PLAN (12 TRUSS (or 3 to TOP/BOT CHORD TO 5� HEADER : PROVIDE NO. 2 ANCHORS at TOP of WALL OVER HEADER 24" O.C. (MIN. 3) AS SHOWN W/ 1) - SIMPSON DIAGONAL BRACE LSTA18" STRAP FROM WADER TO EA. JACK STUD BELOW (MIN. 2 JACK STUDS EA. SIDE of OPNG.) l(V/ 7 - IOD 2 x 4 S.Y.P. # 2 0 24" O.C. W/ 3 - i6D NAILS EA. END TYP. NAIL STUDS TOGETHER W4 i6D at 6" O.C. EA. PLY & END -NAIL to TOP/BOT. PLATE W/ 2 - 16D. NAILS to TOP/BOT. CHORDS 0 EA. END T. of 1ST FLR. --- (PROVIDE (1) FULL HGT. STUD FOR OPNGS 54 W or LESS and (2) STUDS FOR OPNGS 55" W and GREATER) DBL "SYSTEM 24" (FLAT TRUSS) ------TIE-BEAM to MASONRY : II 5� ALT. DROPPED HEADER : PROVIDE NO. (2) ANCHORS PER ABOVE TO EACH CRIPPLE STUD 16" O.C. W/ (2� SIMPSON "META20" MIN. at 18 O C. W/ SIMPSON "H3" CLIPS to HEADER MAY BE P0 LACED ON INSIDE & OUTSIDE or BOTH PLACED ON INSIDE or SIDE) 6 - 10D NAILS (or 3 to TOP/BOT. CHORD) AT INSIDE of TRUSS II ® SILL 2 t OPENING - 16D TUD :NAILS FROM SSTJACK 2 NAILED EOGETHERA. SILL PW/ 16D NAILS at 6" O.C. STAGGERED EA. FACE LATE PARALLEL T FLR II ` 17 SILL PLATE ANCHOR at LOPNG.OWED OR NAILS at 4" O.C. of CO OUT OPNG. &MIN. 36" PAST EA. SIDE TYP. STUD to FLOOR TRUSS (NO BOTTOM > SPLICE ALLOWED FOR 36" PAST EA. SIDE of OPNG. TYP.) EACHSIMPSON "MSTA36" W/ 6 - tOT NAILS to STUD an18 MISC ANCHOR : (FLOOR TRUSS & CRIPPLE STUD) - 3 - 10D TOE -NAILS RIBBON (122 TOTAL)- 10D to TOP & BOT. 2ND F L R 19 SHEATHING : AT 2ND FLOOR, NAIL to ALL "RIBBONS' W/ 8D 0 3" O.C. TYP. STUD to B. PLATE SEE "FASTENER SCHEDULE" ON SHEET "SDi" FOR ALL OTHER NAILING RED. MIN. 2 - 16D TOE -NAILS (1/SIDE) _ 2ND F.F.. ® SHEATHING : AT 1ST FLOOR PER PLAN AS ONLY REQUIRED PER "SHEARWALL" DETAIL O ABOVE B. PLATE to FLOOR : . 16D NAILS ®8" O.C. to RIBBON eYO o7�HERs imu O FRAME BEARING WALL TOP & BOT. RIBBON to TRUSS SEE PLAN FOR WALL SIZE TO APPLY ABOVE 2 x 6 S.Y.P. qg 2 CON'T W/ 5 -16D m'm NAILS TO EA. FLOOR TRUSS W A L L S E C T I O N _ T. of 1ST U. 7 (22-SMPSON "METAA2D"MIN.% 8�- IOD --- ---- II TIE -BEAM - SEE "TRUSS ANCHOR SCHEDULE" ON PLANS FOR ALL OTHER ANCHOR SPECS. N. T, 5• NAILS PER EA. STRAP to TRUSS (1/SIDE) 1ST F L R ®- SHEATHING :NAIL to ALL "RIBBONS" W 8D at 3" O.C. TYP. SEE "FASTENER SCHEDULE" ON SHEET Vol* FOR ALL OTHER NAILING REQ. PERPENDICULAR - THIS DETAIL SATISFIES ALL "SHEARWALL" CONDITIONS - SEE FLOOR ROOF FRAMING PLAN FOR DETAIL REFERENCE " - SEE ARCH) MURAL PLANS FOR ALL OTHER INFO. MASONRY BEARING - THIS DETAIL DOES NOT APPLY AT "CLERESTORY" AREAS - SEE DETAIL "1" ABOVE FOR ALL OTHER TYP. INFORMATION to APPLY ® SEE PLAN FOR WALL SIZE TO APPLY ABOVE - WINDOWS.G.D. FRAME At21OR - ANCHOR THRU BUCK TO MA 0 RY W C.M.S. CONCRETE MASONRY SCREW) ANCHORS SEE WINDOW MANUFACT RERS SP CIFICATIONS FOR APCONS ° SIZE and SPACID FOR ASSEMBLIES TO MEET DESIGN PRESSURES AS STATED ON ARCHITECTURAL PLANS. - DOOR FRAME ANCHOR - PER MANUFACTURERS SPECS. SEE DETAIL "7F" FOR WALL CONNECTIONS AT`ROOF TYP. O NAILER : CON'T 2 X 4 S.Y.P. # 2 PER PLAN W/ (3) 10D NAILS TO EA. STUD WALL STUDS I N�1 WALL : 2 X S.Y.P. # 2 STUDS _ _----_ - --- ----___-_-_ PER PLAN 16' O.C. CON'T FROM 1 -4•=== -- �� B. of FLOOR -TRUSS BRG. O WALL to WALL : SIMPSON TRUSS (6) i0D X 1.5"L NAILS (3/SIDE)"/ 24" O.C. ROOF TRUSS p A%G CHASE I 1 A/C 1 FLOOR a CHASE TRUSS I 2 z 0 U , O - ----All - 2 -------- 3 3 2'-0' FLOOR -TRUSS TO DBL T. PLATE SIMPSON "H3' CLIP W/ 8D NAILS EA. END. (FILL ALL HOLES) in1 BOTTOM CHORD B'RQ �D� W/ RAF AND/OR FLOOR TRUSS O FLOOR TRUSS to WALL/GIRDER : 3 - 10D TOE -NAILS (2/1 PER SIDE) or 2 - 16D NAILS THRU TOP of BOTTOM CHORD, U.N.O.. 2 BOT. OF DBL TOP > AND SILL > to WALL 6 END -NAIL W/ 2-16D 11 B. PLATE to SLAB :.145" X 1 1/2" EMB. HILT) "DX" P.A.F.S. at 16" O.C., 6" FROM ENDS/SPLICES 9- 02) SHEATHING : RUN 5/8" EXTERIOR PLYWOOD SHEATHING CONTINUOUS to FOUNDATION on (1) FACE of WALL W/ SD NAILS at 6" O.C. EDGES and FIELD. BLOCK and NAIL ALL SEAMS SHEAR WALL S FOLLOW D-7F (AT LEFT) W/ ADD'T ITEM 19 AS NOTED ALL OTHER SPECIFICATIONS TO REMAIN THE SAME WRAP AROUND O' CHORD GYPCREFE DECK . �•=i�and PERPENDICULAR_ I F— PARALLEL 01 BLOCKING 1 : 2 X 4 P.T. W/ 1/4" TAPCONS W/ 1.5" EMBED 8- O.C. (MIN. 3 PER BLOCK) 2O NAILER : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED W/ WASHER AT 24" O.C. O BLOCKING 2: 2 X 5 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" D.C., W/ (2) 10D NAILS EA. END W/1 1ST TRUSS SPACE W/ SIMPSON 'H3" CLIP PLACED HORIZONTAL W/ (4) 8D NAILS EA. END TO NAILER ® FLOOR -TRUSS TO MASONRY : SIMPSON "META16" W/ (8) 10D X 1.5"L NAILS (FILL ALL HOLES) OTOP CHORD BEARING DETAILS BOTTOM CHORD OF PRE -FAD LATERAL BRACE : 1 x 4 S.Y.P. # 2, BUCK to MASONRY : SEE "PRODUCT APPROVAL" FOR ALL TRUSSES 0 24 O.C., TYP; L FASTEN TO TOP of EA. TRUSS BOT. APPROVED ANCHOR TYPES (SHOWN IN PLAN VIEW) CHORD W/ 3 - 10D NAILS TYP. r" c BUCK : 2 x 6 S.P. # 2 P.T. WOOD GARAGE DOOR BY OTHERS GARAGE DOOR OPNG. MASONRY WALL MASONRY COLUMN (C.B.S. OR "0" BLK) 2 GARAGE "BUCK" DTL. - REINF. TO BE CON'T FROM FTG. TO TIE -BEAM W/ ALL N. T. S. "ACI" DETAILS & DEVELOPMENT LENGTHS ADHEREIl TO. - GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" PROVIDE HOOK BAR 10" INTO CELLS 30" LAP TO BONDor DOWN) O D) (TOP OAM STEEL STEEL ONLY) W/ 30" UPPER BOND -BEAM STEEL CON'T IN CONCRETE FILLED "LINTEL BLOCK/S" o. .... - $ ---- -- DOWEL STEEL in CONCRETE T. OF BEAM BB-2 sn AS RED. FILLED CELL CONTINUOUS --- d: HOOKED INTO BEAM. . BB-1" STEEL ... ... TIE -BEAM STEP DOWN , .1 J a I.•° STEEL AS REQ. J ^. a AS REQ. • I ' 30' LOWER BOND -BEAM STEEL CON'T IN Tom' STEEL LOCATION CONCRETE FILLED "LINTEL BLOCK/S" TY 2 s P. BOND -BEAM STEP - SEE FLOOR ROOF L.O. FOR ALL STEPS IN BOND -BEAMS - 77. S. - SEE PLAN FOR EXACT BOND -BEAM and DOWEL STEEL - - LAP ALL STEEL MIN. 48 BAR DIAMETERS, U.N.O. - A : 2 # 5 BARS DIAGONAL SPACED 2" MIN. to 6" MAX. FROM ARCH EDGE TYP. - FOR 13"-20"W BEAM, USE 3 BARS - FOR 21"-24"W BEAM, USE 4 BARS B : EXTEND BARS MIN. to MIDDLE of OVERALL BEAM HGT. TYP. C : FOR SINGLE ARCH, DIAGONAL BARS REQUIRED WHERE "C" EXCEEDS 16" D : EXTEND BARS PAST VERTICAL DOWELS at SIDES TYP. E : 4' MIN. to VERIFY W/ WINDOW MAUNFACTURER F : FOR MULTIPLE WINDOWS (2 or MORE) DIAGONAL STEEL REQ. AS SHOWN G : SONOTUBE STEEL TO EXTEND INTO BEAM I IIL ru, 'ROSS WCL. '. CROSS W/ dULT. ARH ^t w MULL ARCH: S �°'T `4•`ie n�l'1. bl,l:l,ll �'�- � as ( „F„ „E"II „D• y I I I L• •III I,. ------- --- STL. COL.MSNRY MSNRY WALL MULTIPLE SODTUBE WALL SONOT BE SINGILE STL COL iM MASONRY - VERIFY ALL CONDITIONS IN FIELD - 411 SEE "L" or "F" BELOW FOR ALT. ARCH IF RFAM POI IRFn cTR61cuT - - SEE PLAN FOR DETAIL SUGGESTED TO USE - *ANGLE BRACE : 2 X 6 S.Y.P. # 2 at 45 DEG, ANCHOR TO P.T. FRAME W 3 - 106 at EA. END (PLACE at FRONT &REAR FOR ARCHWAYS GRTR. THAN B"W) ALT. TOP PL to TRUSS : 2 X 6 S.Y.P. #!k 2 rMIN. HGT : 1 1/2" W/ 2 X W/ 3 - 16D NAILS to EACH TRUSS TYP. ( TOP FRAME MEMBER V. WNDW BUCK : 1 X 2 P.T. CON'T W 2 - 10D NLS6'- ..... I EA. LOCK TYP. U , 1/2 CIRCLE BLOCKING :MIN. 2 X 4 S.Y.P. # 2 SPACED 4 6" APART. ANCHOR to SHEATHING W/ s 3 - 10D NAILS EA. SIDE wNc= I °IIESIDES- 2 X 8 P.T. W4 .145" X 1 1/2' poz o a EMB. P.A.F. (PINS) at 6 O.C. Wf ALL ors• I 3?� `n 3/16" X 1 1/2" EMB. "C.M.S." ANC. at 12 O.C. (MIN. 3) I Jw� *TOP- 2 X B P.T. W/ 3/16" X 1 1/2" EMB. "C.M.S" aEip ANC. at 8� O C. �T)P. of EYEBROW &• ex ----_-___ _ A•' Ir ALT. 2 X 6/8 BLKG�W/ 3O- 10D NAILSALK/SIDE ALT. 1/2" WEDGE ANCHOR W/ 4' EMB. (1/SDE) II Ins (SEE WINDOW BUCK DTL. FOR TYP. BUCKS) —{) WINDOW OPNG. UP TO 6'-4" OPNG N. LENGTH REQ. for GAR. O.H. DOORS or OPEN 'LANAI/PAT10" ARCHWA D FRAME - ARCHWAYS ABOVE ASSUMED TO BE 8"W, and INCREASE LUMBER SIZE ACCORDINGLY FOR 12' WIDE ARCHES 4II - USE 2 - 2 X 6 MATERIAL FOR 16"W ARCHES - ATTACH WiRE LATH & 5/8' SHEATHING PER "FASTENER SCHEDULE" (SHEET SDI) - FOR ARCHES IN WOOD FRAMED WALLS, SIMPLY DISREGARD P.T. WOOD W/ "C.M.S." ANCHOR SPECS 41F41F - SEE "L" BELOW FOR ALT. APPROVED ARCHWAY As NFaaacn - Top MW 12" MIN. 8"-10" I of BEAM PROVIDE SLOT/S Qom: • ': FOR STEEL & GROUT TO POUR THROUGH I N I I I � `a 'ice _. _.-_ •�r PROVIDE 1 # 4 BAR HORIZ. TYP. �� .i' PROVIDE 4 X 4 HOLE TO ALLOW GROUT TO FLOW THROUGH (TYP. EA. SIDE) 4" PROVIDE 1 # 4 DIAGONAL BAR EA. SIDE 4 FOR ARCHWAYS > 12"H Q LINTEL - APPLICATION IS FOR ARCHWAYS UP TOP 16"W - - DO NOT CUT LINTEL STEEL - ilE41F - SEE "F" ABOVE FOR ALT, APPROVED ARCHWAY AS REQUIRED.41 - TYP. ARCH OPENINGS - VERIFY ALL CONDITIONS IN FIELD - of o 2x4S.Y.P. TOP of EA. TRUS 3 - 10D NAILS T AT 20' INTERVALS) 67:131 45� ALT. PER PLAN CATS : 2 x 6 S.Y.P. # 2 (FLAT) CATS at 30" O.C. W/ (4) 1/4" x 2" EMB. TAPCONS to BEAM W 3 - C / 16D NAILS NAILS FROM EA. TRUSS TYP. (USE ALT. "AT" ANCHOR at 24" O.C. FOR TRUSS THAT RUNS ON TOP of WALL) DIAGONAL BRACE : 2 x 4 S.Y.P. # 2 at 24" D.C.,. at 45 DEG., FASTEN D TO TOP of EA. TRUSS BOT. CHORD W/ 3 - 16D NAILS, EXTEND to 2ND TRUSS OVER INTERIOR WALL (SEE PLAN FOR TYP. LOCATIONS at PATIOS) 1 TRUSS BRACING DROP "V-SET" TRUSS for OUTLOOKER -- ------ =7--- - SEE ROOF LAYOUT FOR TYP. LOCATIONS - N. I S. --------'---__L_ ------ 8" OUTLOOKER : MIN. 2 X 6 S.Y.P. # 2'at 24" O.C. W/ 3 - 10D TOE -NAILS to 1ST FASCIA : SEE DETAIL 1 TRUSS IN, W SIMPSON"A34" W/ 4 - 8D NAILS to TR SS & OUTLOOKER (2 LOC.) "OUTLOOKER" to BEAM : SIMPSON BLOCKING : 2 x 4 P.T. BETW. META16" W/ 5 - 10D x 1 1/2" ALL "OUTLOOKERS" W/ 2 - 16D NAILS EA. ANCHOR TYP. NAILS EA. END. TYP. _---------'. REVISIONS: BLOCKING : 2 X 4 S.Y.P.. # 2 at ROOF , I 8" SHTG. PANEL JDINTS (2ND TRUSS IN), TYP. FASTEN TO TRUSS TOP CHORD W/ SHEET DATA - RAKE 3 - 10D TOE -NAILS I I LAT. BRAGE / RAT -RUNS :PER DTL 39 i RAKE BEAM : PER (SEE ROOF L.O. FOR LOCATIONS) DETAIL "m BELOW - MODEL: 6511 -_ - _____- __ ____ ". COMMUNITY: RIVERBEND 2 x 4 S.P. # 2 NAILER :RUN CON'T ALONG I LOT #: 2 BOT. CHORD LINE, ANCHOR TO MASONRY W/ 1/4" x 2" EMB. TAPCONS 0 24" O.C. I' TYPICAL ROOF OVERHANG DRAWN BY: SM/RC CHECKED BY: RC/VH Mx DATE: 06-09-17 OUTLOOKER E 1T DBL W/ (6) OP PLANAILS TO TRUSS W/ 8D SHEET DESCRIPTION: (4) NAILS TO PLATE STUD TO TOP PLATE/HEADER : "H8" WALL SECTIONS & SIMPSON W/ 8D NAILS (FILL ALL HOLES) TYPICAL DETAILS a— ELEVATION: D ._� TYPICAL HEADER GARAGE: LEFT W% (2) FULLJACK UHGI STUDS ER HEADER TYP. Ob BALLOON FRAME - SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. - SEE "D-7F' ON THIS SHEET FOR ALL OTHER FRAME WALL REQUIREMENTS To REMAIN THE SAME 8"W X B'H MIN, POURED CONCRETE RAKE BEAM W� 1 # 5 BAR CON'T W// 5 VERT, DOWELS W/ STD, HOOK 4'-8 O.C. MAX. ABOVE 6PE )NOS, TIED TO ONE SIDE OF BEAM STEEL, TYP. FILL ALL MASONRY SOLID to 1: RAKE BEAM ABV. OPENING TYP. # 5 DOWELS FROM 7_1 30" x 30" CORNER BAR, PRECAST to RAKE BEAM TIE TO RAKE BEAM and BRENNAN TIE -BEAM STEEL TYP. ALLOW +/- 2" BELOW : %� ENGINEERING INC. TRUSS orTOP RSDCH0RD, VER.EEL , y �0 `a 1600 S. DIXIE HWY, STE 400 i f ''• �• N' BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 TOP of STD. _ TIE BEAM SHEET: 6 1 ---'I" =-1 MAX. 4'-8" SD2 OVER OPNG. 1 LINTEL or POURED CONC. BEAM PER PLF,tt I I TYP. FILLED CELLS FROM FOUNDATION I TO RAKE BEAM PER PLAN Victor Hernandez WALL OPENING I t r NO STEEL REQ. OVER OPENINGS LESS THAN 6' WIDE `�\\\\VJtGTGR (OTHERWISE RUN ST6EEL CON'TIFROMPEAK OKR AL8"PERCPLAN) � '" MASONRY RAKE AaI. "°� O - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. = -n - NO INTERMEDIATE BOND BEAM SHALL BE REQUIRED m Tq N ALONG RAKE WALL:, U.N.O. - SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. i i�•.�� 4 5 GABLE - END DETAIL �q/� - WITH V O.H., LAD and NAILER SPEC N/A - N. T. S. ##II 11 - SEE "FASTENER SCHEDULE" (SHEET "SD1") FOR ALL NAILING SPECS - E B" # 7686 P.E. 72387 - FILL ALL MASONRY SOLID ABOVE ANY OPENING TYP. 'M i COMPLY WITH ICM(201 41 4^eme. AHU PROVIDE4" �ZCLEAXACE ON .ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS MM1305.1.1 BMP CLIP 2X4 -� GALV. CLIPS ATION FLA PRODUCT APPA FL14239 g 149"alp6liptogavim NOTES: 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY -AvG C6+477- 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" , ClgARANCE OFF EXT. WALL, AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH %!t " THICK ARMA . FLEX 8. ALL CONDENSING UNITS TO BE MIN 6 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE. I uK MFG - CARRIER lot :C.U.- CH14NA030oo0 Loxlp (° ipoll_. - A.H.U. - FB4CNP030L00 E� I = Sb C(I11 2 jo HEAT • 5 KW tr Itz = 1/0 GI M Cara C.w S.E.E.R - 14 ►> ELECTRIC. 208 - 230 -1 PH GRK MA) CU 30 Marx AHU 40 REF. LINT ES 3/4 and 3/8 TOTAL, B' BTU 30,000 Heating 29,600 juld HSPF 3,2. SPACES Number Name Area Volume Kitchen Occupants Bedrooms In011D Finished CodI@d Heated 1 1st Floor 2664 20640 Yes 4 2 1 Yes Yes Yes 2 2nd Floor 1462 14020 No 8 3 1 Yes Yee Yes �►F E�?� 4* AIR CONDITIONING MECHAN I CAL, Inc. CAC181_7.665_ 1643 DONNA ROAD WP8, FL. 33409 5 6 1— 68 9— 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2— 8 7 8— 7 5 7 7 No, Revision/Ise Date ALL IDEAS, DESIGNS, ARRANGEMENTS, AND. PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF THIS OFFICE, AND WHERE CREATED, EVOLVED, AND DEVELOPED FOR US ON, AND IN CONNECTION WITH THE SPECIFIED - PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS,AND PLANS SHALL BE USED BY, OR DISCLOSED TO ANY PERSON,FIRM,OR CORPORATION FOR ANY PURPOSE WITHOUT WRITTEN PERMISSION OF PREFERRED AIR CONDITIONING dt MECHANICAL, INC. NEW RESIDENCE FOR: S Tl 8d LOT: -RIVERBEND LOT #2 PROJECT# 03303.002 ` MODEL: FAI KFIILD "PLAN 2" 651.1. ELEVATION D G� I IF 4 I HATCH LEGEND I N B �i 0�1 CE TOB @ 21'8 NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER 5 (UNLESS NOTED OTHERWISE) ............... .................. ... . ................ ............. . .. I . . .. ......... .............. ........ ... ................. ... ........ ---- ------- - - a 4 NOTE: ALL CEILING DROPS BELOW BEAM ARE 79 BY BUILDER (UNLESS NOTED OTHERWISE) > NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. % THE BUILDING DESIGNER IS REPSONSIBLE FOR THE 9 Or 0 > 5�- STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING lig at DRAWINGS FOR GRAVITY AND UPLIFT LOADS, a 0 s FOR BRACING & ERECTION DETAILS REFER AS TO BCSI-03 AND/OR ENGINEER OF RECORD & •72 P REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING JUS24 H", THD46 . .... ... ... . ....... .... JUS26 .. .. ... .. .. .. .. .. .. . MSH218-2 THD26 K> MUS26 A AS -2 A 7 2 I THD28 <Li JUS26-2 z \D/ .2 THD26-2 LM) JUS44 E, 0 f THD28-2 MUS28 A (G� JUS46 THDH26.2 -=Ela En 0 0 FHB HANGER BY BUILDER 7G a 0 LOADING ROOF FLOOR WIND LOAD = LIVE LOAD 20 40 ASCE 740 a. Q DEAD LOAD iS 20 170 MPH EXP C .L. LIVE LOAD 10* 0 CATEGORY 11 a -Ft -0", o 0 -4 7 M DEAD LOAD 10 5 ENCLOSED o :;i E 's r= 4R� - --T—FBC-2014 TOTAL LOAD 45 65 DURATION FACTOR 1.25 1.00 TPI - 2007 REVDATE BY REMARKS zg 1 1 10/26/2016 . MCA ...... ... - ---- - ----- - - - ----- --- - - -_-------- - ------ __ - - -------- ADDED DOUBLE RIBBON TO FL02, CHANG.3 IE6 9ED a E ,HEIGHT ...O,.F,..F,G,.5 .................... .. ...... ............ . f 9 . . . ..... .............. . . . . ............ - ------ ------- - ---- - --------------- - - - - ------------------- r --.....------ ---­-------------- ........... - .. .. .. . ... ........... It is understood that above conditions have been reviewed APPROVED g & are acceptable for the F7 APPROVED AS NOTED fabrication at trusses, & A- 4E t� z elevations, pitches1overhangs, 9 -Z g � I REVISE AND RESUBMIT fascias,ceiling 7 elevations/pitches, bearing El REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted -5i -i� A E without previous written DATE E � 8 approval from an A-1 Roof ?4 1 7 4 � 4 0=0 Trusses representative. REVIEWED BY t S PLAN DATE ARCH: 03/05/2016 STRUCT: 06/24/2016 8 % n _- . = = CUSTOMER CALATLANTIC HOMES � E =.'a: LL, JOB NAME 6511'D' - LU In LL] U) >- _j 0 (a p = g UJI a. --Z LOCATION .............. .............. ................. ............... ---------- - rr- � J Ec- F- LL-0 LL1 COMMN 2L W Z=) RIVERBEND LOT 2 _ 3: Z )OLU�ELCL-` / ILOT# CA......... I............... . ...... ............... . . ---------- IM, nthon R )MDOI ij 2 wida, I=Fors a U,qinee,in or-Lbo,111, FLOOR 1783.71 ni ROOF 4614.91 az FASCIA 562.74 ft HIP LINE 209.34--,, VALLEY LINE 132.7 SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED BLDR TO VERIFY CALCULATONS GARAGE' LEFT TYPE JOB # 68632 MASTER XSPVS6511DX z DRAWN SCALE DATEI .................. .............. ....................... .. .. ... ........ MCA N. rs, & Awl R013F TRUSSES t� �3 2 5� E A FLORIDA CORPORATION C FU 19 ME IE 11-- 1 Ph 772-409-1010 / Fax 772-409-1015 1% http.-Ilwww.aItruss.com