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H I T E C T S File Copy TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILP OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE THE 6519 WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED I HESE PLANS AND ALL PRGPOSED WOnK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BYTIELD INSPECTORS THAT FOR • :MAY BE NECESSARY; IN.ORDERTO COMPLY.WITH'ALL. 1`KICABLE.CODES 13 STANDARD PACIFIC 110MLS 5T. Li1CIr 01 ^LTv� rP nTM ( nM- SION 1RF.VD,78VL 0 F �P. ^OM AA'( _� /I RANI „ 13•, k.iL • DATEMakin Yo u Righ It At Home PLANS ANO P EI ION MUST BE KEPT ON JOI OF. NO LNS1'LCTION 1'v'ILL BE n�U) F. 825 CORAL RIDGE EDR. CORAL SPRINGS, F=L 33701 Tel: (954) 575-7300 • STATE OF FLORIDA SQ.FT. CALC.'S INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: — LIVING ELEV. "D" 3,518 &a. FT. SHEET # DESCRIPTION COVERED LANAI 220 SQ. FT. STANDARD PACIFIC HOMES COVERED ENTRY 03 ea, FT. PG Cl—COVER PAGE PG SO—FOUNDATION/FLOOR PLAN AND COLUMNS ELEV. "D" 825 CORAL RIDGE DR. 3 CAR GARAGE 605 SQ. Ft. PG GN—GENERAL NOTES CORAL SPRINGS FL, 33701 =ATIo ELEV. "D" tt sQ Ft PG S1—LIFT BEAM PLAN AND NOTES ELEV. "D" PG Al —FLOOR PLAN & SCHEDULES PG SD1—GENERAL NOTES AND DETAILS TEL: (954) 575-7300 PG A2D—ELEVATION "D" FRONT & REAR PG SD2—DETAILS TOTAL ELEV. °D° 4,563 ea. FT. PG A3D ELEVATION "D" LEFT & RIGHT PG A4D—DETAILS ELEVATION "D" PG D1—DOOR & WINDOW DETAILS PG D2—MONOLITHIC WALL SECTIONS & MISC. DETAILS PG E1—ELECTRICAL PLAN • STATE OF FLORIDA PG E1.1—ELECTRICAL SCHEDULE & NOTES PROFESSIONAL ARCHITECT: PG P1—PLUMBING PLAN PG P1.1—PLUMBING SCHEDULE JAMES CANTWELL PG M1—MECHANICAL PLAN 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 •1—STONY RESIDENCE — 92—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 pr [:) si rou In 1441 N. RONALD REAGAN BI LONGWOOD, 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, FL 33442 (954)452-0957 OFFICE SUBDIV. 8e LOT: RIVERBEND LOT# 38 PROJECT¢# 03303.038 MODEL: S TAMFO RD II 6 519 1 7p LJEV. " EL GARAGE SWING: RIGHT PAGE: COVER ]PAGE 170 MPH EXPOSURE ARCFfITECT: STATE OF FLORIDA 9 2017 PLAN 12/2/16 DATE. SCALE: AS NOTED SHEET NO: C I 77 fii4jCo y A R C H IT E C T S 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 BE HELD 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. r-AOAr_I= 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 PRIVATE 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 THICKNESS, 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 MATERIALAND SHALL AVE 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 STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 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 % -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 18 -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 Y 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 TEMPERED GLASS, 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 SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS.FBCR 302.7 14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A 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 6' A,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. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 17. WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403.2 AND FOLLOWING MANUFACTURES SPECS. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y2 THE 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, EXTERIOR FINISHES 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 3'- 0" BEYOND NEW FOOTING LINE. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN REQUIREMENTS. ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06 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 6-0" 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 M EXTERIOR SIDE WALLS LESS THAN 64' FROM SIDE LOT PROPERTY LINE, A LEGAL DESCRIPTION OF THE LOT SHALL BE FURNISHED TO THE ARCHITECT/ENGINEER OF RECORD TO MODIFY AFFECTED DETAILS TO COMPLY W/ SECTION R302 FOR FIRE RATED CONSTRUCTION.. TABLE R301.2(1) CLOATIC A140 GEOGRAPFI'IC DESIGN CRITERIA GROUND LOAD SNOW WIND DESIGN SEISMIC CATEGORY SUBJECT TO DAMAGE FROM WINTER DTEMpe ICE BARRIER N REQUIRED"N FLOOD HAZARDS" AIR FREEZING MEAN ANNU TEMP' Smp a effect9ska(NA) Weetheringe Fd.pthb Termite` NA See Fig. R301.2(4) NA Negligible NA Heavy NA NA NA ABBREVIATIONS ABV. ABOVE FR. DR. FRENCH DOOR A/C AIR CONDITIONING FTG. FOOTING R. RISER ADJ. ADJUSTABLE RAD. 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 MTL. 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 I DOOR / WINDOW GLAZING NOTES: RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS DOORS/WINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND EXISTING ROUGH OPENINGS. 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406) 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. 7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY GLAZING. 8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE 2406.2(1). 9. GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR GLAZING MIRRORS AND OTHER USES AS PER F.B.C. CHAPTER 24, 10. INSTALLED GLASS SHALL NOT_BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C. CHAPTER 24. 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS PER F.B.C. TABLE 2406.2(1). 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E, GroupIn. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTINU BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST N. WPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 0 h a l w q Q h 0 SUBDIV. 8c LOT: RIVERBEND LOT# 38 PROJECT# 03303.038 MODEL: S TAMFO RD II 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: GENERAL INOTES 70 MPH EXPOSURE "C" ARCHfTECT: STATE OF F=LOFNDA MAR 0 PLAN 12/2/16 DATE: 1 SCALE: AS NOTED 1 SHEET NO: G OT 1 �Y EXTERIOR OPENING SCHEDULE DOOR NO. 0 DOOR SIZE TYPE ROUGH OPNG. (WxH) ZONE REMARKS WIDTH HGHT DI 8'-0' 8'-0" O.H. 96"X96" 5 D2 Ill V-0' O.N. 192"X96" 5 D3 (2) 3'-C' V-0' DBL. DR 112 3/4'X99 1/2" 4 W/ ALUMINUM THRESHOLD DESIGNATED EMERGENCY MEANS OF ESCAPE PER FBC 2014 W/ (2) 14' SL. THDRU D6 NOT USED THRU D34 NOT USED D35 NOT USED D36 15'-0" V-0' STK S.G.D 182"X96" 5 STACKEDUJIALUMINUMDRESHOLo Dal 5'-0" V-0' STK. S.G.D 110"X96" 5 STACKED SaD.• FAMILY RO W/ ALUMINUM THRESHOLD WINDOWS A NOT USED B 13 SH 20 I/a'x3a 3/V 4 CAT 11 SAFETY GLASS G 13 SH 20 1/8'x38 WIS' 4 CAT 11 SAFETY GLASS D 24EH SH 38"x591/2' 4 E 54"x63" FX GL 55'x64' 4 CAT 11 SAFETY GLASS F H35 SH 271/2"x63" 4 G H35 SH 1211/2"x63" 5 LL 26/ 6206x16'/ sH /Fx GL/ SH 138"X77" 5 1 25 SH 3S"x63" 5 j 25/ 60"5x63'/ SH /FX GL/ SH 135"X64" 5 K 25 SH 38"x63" 4 L 25 SH 38"x63' 4 M NOT USED N (2) 2853 SH 11 4 THRU Y NOT USED Z (2) 25 SH 75"x63" 4 ELEVATION'D' AA THRU KK NOT USED LL 24"X42" FX GL 25"X43" 5 ELEVATION'D' - CLERSTORY MM 24"X42" FX GL 25"X43" 5 ELEVATION "D" - CLERSTORY NN 24"X42" FX GL 25'X43' 5 ELEVATION 'D' - CLERSTORY NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOORS SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION, INTERIOR DOOR SCHEDULE DNOR O• 9�ZE TYPE TYPE OPNGH (WxH) ZONE REMARKS WIDTH __T_ D1 2'-8' 6'-0' SWING — — W/ SIM. MARBLE THRESHOLD D8 2'-6" V-0' SWING — — D9 2'-6' 8'-0' SWING — — DI0 2'-4" 8'-O' SWING — — W/ SIM. MARBLE THRESHOLD DII 21-0118 -0' SWING — — P12 2'-4" 8 -0' SWING — — W/ SIM. MARBLE THRESHOLD DI3 2'-6' 8 -0. SWING — — DI4 2'-6° 8 -0' SWING — — D15 2'-4° 8'-0' SWING — — W/ SIM. MARBLE THRESHOLD DI6 (2) ? -6' 8 -0' DBL DRS. — — DI-1 (2) 2 -W 8'-O' DBL. DRS, — — DI6 2'-8' 8'-0' 8WING — — 20 MIN. ALUMINUM RATED 4 SELF CLOSING W/ THRESHOLD D19 V.S. 8 -0' OWING — — SOLID CORE DOOR W/ WEATHERSTRIPPING 4 SELF CLOSING D20 2'-W 8 -0' BWING — — D21 2'-6' 8 -0' 8WING — — W/ SIM. MARBLE THRESHOLD D22 2'-4" 8'-0' BWING — — D23 T-4" 8'-0' 8WING — — D24 T-8° 8'-0' BWING — — D25 INOT USED 26 1 V- 8'-0' SWING DOOR NOTES: • • ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO I -HAND GRASPABILITY AND F5CA-201 SECTION 3011 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F5C2014 R3112 I i 1/2" 3-1/2" PARTITION DOUBLE WALL VARIES TOP PLATE �n RADIAL WALL (SEE PLR. PLAN) 0 R' lu O ELE, OUTLET PER ELEC. CODE AT PARTITION END DA KITCHEN ISLAND FLOW—THRU COUNTER TOP SCALE: I/2' =1' -0" LUALL LEGEND INTERJOIR BEARING WALL EXTERIOR WALL SEE ELEVATION FOR BEAM/SEARING HEIGHT Il'-8" CLG. NN MM LL SENTRY TOWER PLAN ELEVATION "D' SCALE: 1/4"=l'-m" 4LF ARCH 1C AND 3'-7" TO 7'-0" �7'-I" AND LARGER MALLER VERIFY W/ PLAN n VERIFY WJ PLAN VERIFY W/ PL N NOTE: WHEN AN 8" OR 12" RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-0") THEY NEED TO ALL HAVE THE LARGER RADIUS. 1. I tl 21'-0" 221_011 G66 1I((// 1 D2 _ Q ---- —————— — — — — -— — 10'-e' cLG. COVERED 20'-4'' r--------------------1 Ix I'-ov I O LANAI 5" r----------------8 w I 1 2_0CLG. O= vA I I' 0 1 g'8ll I S L CONCRETE PAVERS 0*7 I 2'-4" 7'-3° `0 15'-I" co f l l MASTER I Y TYP. I i CASUAL BEDROOM DINING 12'-0' CLG. 19'-8"-----------------�� I I I I __ I I I I 1r-m' CEILING I I r--------13'-O'CEILING _ ---- —� — ----------------- :� 1 � -2 1/2 8'-6 I/2" 16'-0" 3'-4" I COUNTER — — 12, TOP t e • • MASTER • • ARCH I I' 4' 12" A TUB PE BATH i � G '-O" I 10' 8° GLG. 10'-9" u1 4'-�„ TYP, Y 1 I � 6" GLASS WALL ABV SEAT W/ GAT. II �� I II FAMILY I I r 4�_I�� SAFETY GL. S' 4 1 ROOM CAT 11 I @ o SAFETY b I 14'-0' GLG. 1 SHWR n I N 22'-011 I 3' =7r— S=ATI ENCLO. 4 D 411 I 045'-4" 1 I 4' a 4'-0" 8 I"I _ 0' R 4 SH �r I ICI n II II I — II I; 14 II •® I 4° lu " Q � t- O Lu u=Q I' Iz 41,� R 8'-6 1/21' O EXT r--- — HALL 4' CL.G. I PARTITION IPAN.747 0 UNDER 10'-81KITCHEN `r COUNTER 10'-8" GLG. - GLG. 14'-9" -----------------J MICRO DBL. 10'-SI L GLG. 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SH I ® I R-11 BATt A/C CLOSET. --� v — — — I INSULATION RQ DR45H IR4SH SII 8 I = MTL. STU D 4 5'-8" 5'-8" MAX. 1 1/2" STEP FROM - DRYWALL W.I.C. II = co W I TOP OF THRESHOLD GARAGE a) BUILD OUT BEDROOM _ 10 $ II r COV. o I 10 a cLG. —FROM cLG. TO " I I m N I 30" AFF. CAT II GLG. ENTRY 1Lu 10'-8" CLG- SAFETY GL. I = I IL SHOWER @ ------ -- ENCLo. N------- I N BATH 3 = ` tt 10'-8' GLG. 4" @ 4V\= -------- HORIZONTAL 7- _2" 1 3' 8' LAP SIDING -4 PATIO W-4" co 0 — — — — -------- EGRESS Q 1 - O HORIZONTAL Z L HORIZONTAL AP SIDING LAP SIDING 8'-o" -4 4'-(o II'-4" 21'-0" 65 -0" FLOOR PLAN, 99A � 99 SCALE: IV4" = 1'_0" � File Copy K ri in O O `CONE). N A R C H I T E C T S ..do�iIIIIIIIi /Desn Mrou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com '11IIIIIia AA #: OW3325 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 SUBDIV. & LOT: RIVERBEND LOT# 38 IPROJECT# 03303.038 MODEL: STAMFORD II 6519 ELEV. 1) D" GARAGE SWING: RIGHT PAGE: FLOOR PLAN 170 MPH EXPOSURE "C" ARCHITECT STATE OF FLORIDA Y'LAJN 12/2/16 DATE: SCALE: AS NOTED I SHEET NO: Al H I T i< -z GOV. ABOVE EL. 22'-4" T.O. 0" BLDG. HGT, OF TRUSS U.N.O LANAI T NN 1" 1M LL - - 39.3 /-42.6 39.3 /-42.6 30.3 /-42.6 Dp FOAM W/ STUCCO - - I METAL ROOF 4D -- CRIC<ET Dp FINISH y I EL. I7'-8" T.O. CRIC<ET — — — ._r� NrD M 12 I BO8"" TRU SHEEL L 4D 40 I /^- ---- ------ RAISEDD6 STUCCO BANDING HIGH O - P. 2 DENSITY \ "------- -- O `- FOAM - - - - - - - - - EL. 10'-8" T.O. TYP. 2 c0 SHUTTER -_-1_- - -_--- - -- I I BOND BEAM ry _ -- - - W/ S" TRUSS HEEL I I I DI B L HORIZONTAL �♦ OF -- - - - - - - -- - - - / - b- �♦ - - / 4D PRECAST BANDING I 7 S LAP SIDING _ W/ STUCCO FINISH f o m TRIM - - - w - - -- - - - �h', — N a� w- 1I I n 31.3 /-40.T 2 - - "-- - --- - -- O � - EL. 0 O FIN. 2 � B CONIC, COV. FOAM st.3®� 32.m® .6 33.9 /�-43.m F NRGRAD ll G B E -4 -- B r-------- ----=-- = -- _-_ = = W/ STUCCO FIN. (HIDDEN) II T SS / 3'33 /-42.% O � I PRECAST W/ STUCCO FINISH FRONT ELEVATION SCALE: 1/4"=1'-0" ry -ROOF PLAN ELEVATION "D„ SCALE: 1/8" = 1'-0" ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: 24'B S.F. = 1.66 S.F. 150 SOFFIT VENTILATION PROVIDED: ]05 S.F./L.F. x 33 L.F. = 3.5 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S,F. OF VENTILATION PER LINEAR FOOT 1! 1 "11ROCOHI � \ 0 ROOF VEMILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: 160 S.F, = L07 S.F. 150 SOFFIT VENTILATION PROVIDED: .I05 S.F./L.F. x 61 L.F. = 6.40 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT SOFFIT LEGEND VENTED SOFFIT R-20 SPRAY FOAM INSULATION, SEE DETAIL SHEETS FOR SPEC. VENTED UNCONDITIONED AREA ROOF VENTILATION CALCULATION PER FBC 12032 REQUIRED VENTILATION: F'S5 S.F. = 4.37 S.F. 150 SOFFIT VENTILATION PROVIDED: .I05 S.F./L.F. x43 L.F. = 63 SR GENERAL NOTE: 3' CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT 3-1.5 /-49.4 (REAR ELEVATION SGALE: 1/4' = I'-O' GrowPn 1 N. RONALD REAGAN BL LONGWOOD, 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 954 708-2468 FAX SUBDIV. 8c LOT: RIVERREND LOT# 38 PROJECT# 03303.038 MODEL: STAMFORD II 6519 ELEV. "D,9 GARAGE SWING: RIGHT PAGE: ELEV. 99 T 99 FRONT & REAR 170 MPH EXPOSURE ARCHITECT: STATE OF FLORIDA 2017 t'LAtV DATE: 12/2/16 SCALE: AS NOTED SHEET NO: A2D vile COPY R C M I T E C T S O O — 40.0 /-43.0 38_0 /-42.0 TRIM HORIZONTAI LAP SIDINCz J EL. I7-8" T.O. BOND SEAM W/ 8" TRUSS HEEL - - - - CL. IfU -0 1 .V. - BOND BEAM W/ 8" TRUSS HEEL HORIZONTAL --- LAP SIDINGS v � ` �O 3'l /-42.6 _ 40.0D/--43.0 - - EL. 0'-0" FIN. FLR, SLAB J, EL. -0'-8" LEFT ELEVATI[I ®N SCALE: 1/4" =1'-0" — 12 Z4 31.9 (RIGHT ELEVATION SCALE: 1/4' =1' -0' O 38.1 /-41.5 OL EL. 12'-0' T.O. BOND BEAM W/ 8" TRUSS HEEL _ } EL. 10'-8" T.O. BOND BEAM W/ 8" TRUSS HEEL fJ (K 9 I/2" K , 39.3 /-42.6 FIN. � FLR. SLABSLAB Gr esi n 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325mmmod 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 SUIBDIV. 8c LOT RIVERBEND ]LOT# 38 PROJECT#, 03303.038 MODEL: STAMFORD I- 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: ELEV. VT/T . 99 D79 �' LEFT & RIGHT 170 MPH EXPOSURE'( ARCHMECT: STATE OF FLORIDA MAR 9 2017 PLAN 12/2/16 DATE: SCALE: AS NOTED SHEET NO: A R C M I T E C T S Growl In. LONGWOOD, 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, FL 33442 (954)482-0957 OFFICE SUBDIV. & LOT: RIVERBEND LOT# 38 PROJECT# 03303.038 MODEL: STAMFORD II 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: DETAILS ELEVATION D 99 170 MPH EXPOSURE "C" ARCHITECT: STATE OF FLORIDA 9 2017 PLAN 12/2/16 DATE: SCALE: AS NOTED SHEET NO: n L �l 4 D A R C H I T E C T S 6 *1 Design Grou Inc. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 0 h W a 2 q Q N W ti q 0 u f SUBDIV. & LOT. RIVERBEND LOT# 38 PROJECT# 03303.038 MODEL: STAMFORD II 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: DOOR CX, WINDOW ATTACHMENTS DETAILS 170 MPH EXPOSURE'C' ARCHITECT STATE OF FLORIDA 0 Y LA1V 12/2/16 DATE: SCALE: AS NOTED SHEET NO: 1) 1 ROOF.SHEATHING ( SEE NON-STRUCTURAL METAL ROOFING AlOVER D STRUCT. DLUG5. FOR PLYWOO 30 FELT TO CONFORM W/ SHEATHING, NAIL SPACING AND ASTM D 22ro, TYPE *2 TYPE). EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 IX2 P.T. FIRE -STOP DETAILS). cl-G. WHEN USING 5PRAY FOAM R-20 SPRAY FOAM INSULATION PROVIDE NSULATION R-VALUE INSULATION BAFFLE BETWEEN TO MEET MIN. CODE TRUSSES BLOCK WALL REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WD. TRU55 24" O.G. MAX. 1/2" HIGH STRENGTH RIGID DRYWALL IST. FLR.. BRG. HGT SEE ELEVATIONS GALV. METAL DRIP EDGE BOND BEAM (SEE STRUCT. DWGS FOR SIZE AND — — Ix2 P.T. RE INFJzrr 2x8 PRE -PRIMED SPRCC 5EE 8'-0" WDW HD. HGT. 5EE ELE\ FASCIA (SEE STRUCT. FOR ELEV. •• ATTACHMENT) I PRECAST LINTEL (SEE STRUCT. STUCCO SOFFIT a UNDERSIDE OF I DWGS. FOR SIZE AND REINF.) TRUSS TAILS (ELEVATIONS A, C 4 D) j FALSE BOTTOM TRU55 WHERE NOT LESS THAN 1/2" TOTAL APPICAB.LE THICKNESS OVER FELT I"ITL. LATH. IX2 P.T. FIRE -STOP AT LAPPED NOT LE65 THAN 1" 4 FAST W/ AT 8' - 0 ° ,4.F.F. L I R-4.1 FOIL INSULATION T US MIND AS PE FS R8ID(a. WINDOW ATTACHMENT AS PER MANUFACTUREiR'S A a SPECIFIC-4TIONS - 8' CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINF.) Ix2 P.T. FURRRING FORMED AND POURED STRIPS a 24" O.G. CONCRETE SILL (SEE STRUCT. - 1/2' GYP. L.UL. BD. w DWGS. FOR REINF.) - WOOD BASE w z Qq 2 COATS, �" THICK STUCCO Q v 4 ^_ — Ix2 P.T. FURRING ST IP5 = w E W FINISH APPLIED DIRECTLY 0 O 0[ 0'-0' FIN. FLR O TO MASONRY OR 5TONE VENEER � O OIL ATTACHED PER MANUF. RECOMMEND. a n e a • FINISH GRADE 4' MONOLITHIC CONC. FgyI ING o a (SEE STRUCT. PLANS F, R e a a 91ZE AND REIN.) a t. ROOF SHEATHING (5EE STRUCT. DWIG5. FOR PLYWOOD SHEATHING:, NAILING SPACING AND TYPE). WHEN USING 5PRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, * OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX. \` GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE 5TRUCT. FOR ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF TRU55 TAILS (ELEVATION B) NOT LE65 THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST RU65 MIN.) AS PER FBC R806. Al L 2 COATS, 2' THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF, RECOMMEND. FINISH GRADE NOTE: PROVIDE TERMITE TREATM INT a E BELOW SLAB 1-STORY BLOCK WALL SECTION 1_1� SCALE: 3/4"=1'-,a" (NON —FIRE RATED) RC)OF SHEATHING (SEE STRUCT. NON-STRUCTURAL METAL ROOFING DWGS. FOR PLYWOOD SHEATHING, OVER *30 FELT TO CONFORM W/ NAILING SPACING AND TYPE), A5TM D 226, TYPE *2 2x4 INSULATION STOP BETWEEN L� WHEN USING SPRAY FOAM EACH TRUS c WITH I' MIN SPACE INSULATION PROVIDE BETWEEN INSULATION AND ROOF INSULATION BAFFLE BETWEEN SHEATHING TRUSSES a BLOCK WALL EMBED. STRAP (SEE STRUCT FOR R-20 SPRAY FOAM TYPE, SIZE, ° OF NAILS 4 DETAILS). INSULATION R-vALUE TO MEET MIN. CODE REQUIREMENT AS SET FORTH IN FBC 2014 PRE-ENG WD. TRUSS 24' O.C. MAX. FLR. BRG. HGT SEE ELEVATIONS 101 1/2" HIGH STRENGTH RIGID DRYWALL GALV. METAL DRIP EDGE IX2 P.T. FIRE-5TOP� 5EE ELEV. }x2 P.T. CLG. BOND BEAM (SEE STRUCT. 2xa PRE -PRIMED SPRUCE DWGS FOR SIZE AND REINF.) FASCIA (SEE STRUCT. FOR SIZE, MA'TERIAL'AND ATTACHMENT) STUCCO SOFFIT a UNDERSIDE OF /� TRUSS TAILS NOT LESS THAN 1/2' TOTAL Ai THICKNESS OVER FELT MTL, LATH. 115:,T/ " 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) AS PER FBC R806. CAN ILEVER TRUSS SECTION sCAL 3/4 r-011 (NON —FIRE RATED) ALUMINUM FRAME SEE WINDOW �� SECURE FRAME TO, SCHEDULE FOR SILL WITH SILICONE WINDOW TYPE llv,T. WOOD BUCK_ SEE STRUCTURAL PLANS SOLID SURFACING I MATERIAL SET IN FULL FORMED AND POUREDCONCRETE SILL (SEE BED OF CONSTRUCTION STRUCT. DWC-;5. FOR ADHESIVE REINF.) SEALANT a a PERIMETER (TYP.) v 1/2 IN. GYPSUM WALLBOARD Ix2 P.T. FURRING STRIPS a 16" O.G. S. H. WINDOW SILL 0I�'IUGSUFOR RE uc7N 3 AT FE ERIOR WALL SCAL1' -,a" STUCCO SOFFIT m UNDERSIDE OF TRUSS TAILS (ELEVATIONS A, C NOT LESS THAN 1/2" TOTAL THICKNESS OvER FELT MTL. LAT LAPPED NOT LF55 THAN 1" 4 FAST W/ 3/8" HEAD GALV. NAILS (2 PER TRU55 MIN.) PROVIDE CONY. 3" WIDE SCREENED VENTS W/ WIRE MESH CORRO51ON RESISTANT 1/8" MAX OPNG. ONLY WHERE INDICATED ON ROOF PLAN. THROUGHOUT ALL ELEVATIONS, AS PER FBC R80&. INSULATION PROVIDE '" v " _ INSULATION BAFFLE BETWEEN NON-STRUCTURAL METAL ROOFING — TRUSSES a BLOCK WALL OVER "30 FELT TO CONFORM W/ ROOF,SHEATIHING ( SEE ASTM D 22(o, TYPE *2 STRUCT. DWGS. FOR PLYWOOD�� SHEATHING, NAIL SPACING AND OUTRIGGERS (SEE STRUCT. TYPE). DWGS. FOR SIZE 4 ATTACHMENT) _ R-20 5PR4Y FOAM INSULATION --- R-VALUE TO MEET MIN. CODE Ix2 P.T. REQUIREMENT AS SET FORTH IN 2x8 PRE -PRIMED SPRUCE FBC 2014 FASCIA (SEE STRUCT. FOR 5EE ATTACHMENT) ELEV. PRE-ENG WD. TRU55 24" O.C.— MAX. STUCCO SOFFIT a UNDERSIDE OF IST. FLR. BRG. HGT TRUSS TAILS NOT LESS THAN 1/2" SEE ELEVATIONS TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FA / E3-AI 2 PER TRU55 MIN) A5 PER FBC R806. 1 OL 8'-O' WDW HD. HGT. FALSE BOTTOM TRUSS WHERE 1 APPICABLE 1/2" HIGH STRENGTH RIGID DRYW,4LL--/ BOND BEAM (SEE STRUCT. IF IX2 P.T. FIRE -STOP AT DWGS FOR SIZE AND REINF) CLG, 4 AT V-0" A.F.F. I 2x4 P.T. NAILER I I R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. WINDOW ATTACHMENT AS PER DWGS. FOR SIZE AND REINFJ $ MANUFACTURER'S SPECIFICATIONS FORMED AND POURED CONCRETE 2 GOATS, J" THICK STUCCO SILL (SEE STRUCT. DWGS. FOR REINF.) FINISH APPLIED DIRECTLY Ix2 P.T. FURRING STRIPS e 24" O.G. — TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 1/2" GYP WL BD. 8" GMU W (SEE 5TRUCT DG5. Q Q LU WOOD BASE FOR VERY. AND HORIZ. REINFJ ��—Ix2 P.T. FURRING SCRIPS 0'-0" FIN. FLR. FINISH GRADE 4L STUDS DRYWALL T PIPE E BOARZ 'ER VENT iH FLOOR C. SLAB INUI t: I T1"'IL.4L WHLL I IUN 5HOW5 CONSTRUCTION METHODS. DETAIL INDICATES SOFFIT CONSTRUCTION AND UN -INSULATED ATTIC UNCONDITIONED ROOF SOFFIT DETAIL SCALE: 3/4" =1'-O" SECTION ELEVATION DRYER VENT BOX TYPICAL DETAIL SCALE: 1 1/2" = I' -ID" 21 s wr ri '__. ,Pile Coo y -ROOF SHEATHING (SEE STRUCT. DWGS, FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). Ix2 P.T. ��-2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR ATTACHh IENT) STUCCO SOFFIT a UNDERSIDE OF TRUSS TAILS NOT LESS THAN 1/2' TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 F �� PER TRU55 MIN) 45 PER FBC R806. WHEN U51NG SPRAY FOAM INSULATION PROVIDE INSULATION BAFFLE BETWEEN TRUSSES a BLOCK WALL 2x4 P.T. NAILER 2 COAT5, 2' THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND, 8" CMU (SEE STRUCT DWGS. FOR VERY. AND HORIZ. REINFJ INISIH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB I— STORY BLOCK WALL SECTION SCALE: 3/4"=1'-0" (NON —FIRE RATED) CONT. METAL TRACKS, TOP 4 BOTTOM BRG. HGT. ` SEE FLOOR PLAN 1/2" HIGH STRENGTH RIGID DRYWALL METAL STUDS 24' O.C. W/ FULL LENGTH LAYER OF 1/2' GYPSUM WALLBOARD ATTACHED TO EACH SIDE a 12" O.G. NOTE: 1/2" MILDEW RESISTANT DRYWALL OR DENSHIELD OR EQUAL AT ALL TU55 AND SHOWERS SECURE BOTTOM TRACK WITH — I" X .143 DIA. POWER ACCUATED FASTENERS WITH 3/4" WASHERS, 32" O.0 MAX AND 8" MIN FROM EACH END CONC.5LAB -FAB TRUSS TYP. INT. WALL METAL STUDS 5 NON-BRG. A R C H I T E C T S Design Group Inc 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA *: 0003325 DRAFrINJINC. A.B. DESIG DRAFTIN1191 EAST NCENTER DRIVEDEERFIELD BEAC(954)482-095954 708-2 o a �z � Q q � Q :3 !Y w W w lY r q v n W U „ eA Q Ll SUBDIV. 8c LOT: RIVERBEND LOT# 38 PROJECT# 03303.036 MODEL: STAMFORD 11 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: MONOLITHIC WALL SECTIONS & MISC DETAILS 170 MPH EXPOSURE "C" A CT� STATE OF FLORIDA APR 17 17 DAT2f 12/2/16 SCALE: AS NOTED I SHEET NO: D 2 ELEC,fiAA LGNE) SYMBOL. DEFINITION NOTES EQUIPED WITH GROUND 125v OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND IIOV OUTLET FAULT INTERUPTER (TAMPER RESISTANT TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND IIOV OUTLET FAULT INTERUPTER (TAMPER RESISTANT GFI TYPE) �JJ �LLl/ 220v OUTLET 4 WIRE CONNECTION EXTERIOR cfI WATERPROOF OUTLET GROUND FAULT wp W/ PLASTIC INTERRUPTER BUBBLE COVER SWITCH �3 SWITCH 3-WA7' OPER �4 SWITCH 4-WAY OPER_ SWITCH DIMMER /// WALL MOUNTED LIGHT yy1 ( ) CEILING LIGHT OO VP VAPOR PROOF LIGHT OO RECESSED CAN O 4" MINI -RECESSED CAN VENT. FAN 1 OFM PER BQ. FT. 1 CFM PER (1) T VENT. FAN W/LIGHT SQ. FT. --a 6- 3 BULB LIGHT STRIP -6- 2' LIGHT STRIP 4'LIGHT STRIP OOOOOoOo 2-BULB WRAPAROUND ® 4' FLUORESCENT LIGHT 2' RECESSED 2-15ULB WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM ® PANEL STRUCTURED GABLE ® PANEL INCLUDES 8OUTLET 0 PANEL METER SD SMOKE DETECTOR BATT. BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ SD/co®WI HARDRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM WALL I' TELEPHONE JACK WATER HEAT. WAa DISCONNECT A/G AIR. GONE). DISCONNECT 7V TELEVISION JACK a5' A.F.F. CEILING BOX REQ. TO O J-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN OF W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM AK AUDIO CONTROL VOLUME CONTROL KEYPAD HERB, PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRR IRRIGATION TIMER AND MOUNTED WEATHER CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL THERMOSTAT MOUNTEDHER ROOF O LOWEAW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER P/D BOX PROOF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT PENDANT LIGHT UNDER r-'---� CABINET LIGHTING VOLUME © CONTROL DROP COORDINATE ® SPEAKERS INSTALLATION W/ MANUFACTURER © VOLUME COORDINATE CONTROL INSTALLATION W/ MANUFACTURER WALL MOUNTED Tv COORDINATE © PRE -WIRE INSTALLATION W/ MANUFACTURER COORDINATE -------- OVER CABINET INSTALLATION W/ LIGHTING MANUFACTURER A24 i -- - —---------- -- /' WAP --_ice , _ ---- - --- - - - - I -�- Alb � /MA-5 420 - WP CsFI �A9 8A9 ASd COVERED A38 A38 �. 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FOR A32 �JVP - - m GFI`� -\ WALL MOUNTED GARAGE DR. -- - LIGHT W/SWITCH IN OPENER 425 ATTIC 8A34 A34 A24 MA-5I \ A25 / PANEL BEDROOM 3 ��\ PB. WMETER MAIN B P CsFI; / RK. A3 O W.I.C. `� CHIME A22 FIELD VERIFY A34 A2'3 / COV. GARAGE cLC LOCATION AFCI / - \ MOUNTED S.D. - I ENTRY 8 RECEPTACLE / A34 34 , Alm FOR GARAGE AT4T MA-C A340'Z CLG MOUNTED DOOR A26 RECEPTACLE FOR OPENER SPRINKLER / TV. A34 - GARAGE DOOR / I I OPENER BATH #3 431 PATIO A34 /"/ All A24 - \ A2�5 coacH LIGHT (� A34 \ A24 COACH A24 / � / LIGHT COACH LIGHT A24 ` - — - — - E L E C 1 IR1CAL PLAN SCALE: 1/4" = 1'-0' File Copy A R C H I T E 'CT S 4Design Grou lnc. 1 N. RONALD REAGAN BL LONGWOOD, 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, FL 33442 (954)482-0957 OFFICE SUBDIV. Se LOT: RIVE RBEND LOT# 38 PROJECT# 03303.038 MODEL: STAMFORD II 6519 ELEV. "D„ GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 170 MPH EXPOSURE ARCHITECT STATE OF FLORIDA W7 I PLAN 12/2/16 DATE: SCALE: AS NOTED SHEET NO: EI ELECTRICAL NOTES File Copy A R C H IT E C T S 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-70, THE LATEST 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 BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FORA COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING 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 TYPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE 014 A.W.G-. UNLESS OTHERWISE NOTED. G. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. In - ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG- IN. cl. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, DINING ROOMS, 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, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACK TYPE CIRCUIT BREAKERS, F. A.I.G. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES, WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS 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 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND GABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIREMENT. 9. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPECIFIED ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO LSE 12K AIC RATED UNLESS OTHERWISE NOTED. 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION, 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFI) AS PER NEC 210-0(a), THIS SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. 13. PROVIDE COMBINATION TYPE ARC; FAULT PROTECTION CIRCUIT BREAKER (AFCI) FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND F400" 5 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 SHEETS. 15, SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BACK UP AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. SIVGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/C REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL VERFY IN FIELD 16. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a. ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 660-13 b. ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN * 8 SOLID AS PER NEC 650-14 11. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLE55 SPECIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE 15, LIGHTS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABL-E FOR WET LOCATION (SHOWER TRIM). 19. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. A MINIMUM OF 15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF 15i 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 TO BE AIR TIGHT AND IC RATED, 1=5C-R402.4.5. FAULT CL iF RENT CALCULATION FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A a 240V,10: I LET THRU = 411/Z(L&) = 42,119A IT IS: #1 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40, CONDUCTOR C VALUE: 1,493 F 2 x L x I = 2 x40x42119 = L'a023 1,493 x 240 G x EL-L M = I = I = 03445 1 + F 1 + 1.9023 ISCA = AVAILABLE FROM UTILITY x M = 42,179 x 0.3445 = 14,739 AMPS USE 22K, A.I.G. RATED AT THE SERVICE USE 10K, A.I.C. RATED AT PANELS GARAGE I I OUTSIDE WALL 200 AMP METER COMBINATION 120/240, IPH, 3W, NEMA 3R NEMA 3R PANEL ■ M O 20014 200A M.L.O. MAIN BREAKER O10 GROUND LINE NEMA 3fR 03*2/0 Cu, THWN +I06 Cu (G) IN 2" CONDUIT OR 3*410 AL, THWN +1% Cu (G) IN 2" CONDUIT O30112 Cu, THWN IN 1/2" CONDUIT CABLE / TV WEATHER PROOF BOX PHONE / DATA WEATHER PROOF BOX INTERSYSTEM BONDING TERMINAL AR LOW VOLTAGE CONNECTIONS EXTERIOR GFI RECEP� #4 GU TO G.W.P. WHEN 120/240 V. UNDERGROUND METALLIC WATER PIPING IS USED ELECTRICAL SERVICE FROM UTILITY COMPANY *4 CU CONTINUOUS GROUND. (MIN.) TO CLAMP TO FOOTING STEEL 3/4" 0XI0'-0" COPPER GLAD W/ APPROVED DIRECT GROUND RODS DRIVEN INTO BURIAL CLAMP GROUND ELECTfZ,'ICAL RI5ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICAELE PROVISIONS OF THE NATIONAL ELEC, CODE, NEC 2011 EDITION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS, LOCAL CODES, AND THE LOCAL POWER CO. WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.C.B FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1-#6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 50 A/C CU-1 6600 1 2 Space 3 4 Space #12 1 20 Exterior Receptacle 1200 5 6 1000 Sprinkler 20 1 #12 Space 7 8 Space PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 200 Amp M.L.O FEEDER: 3-#2/0 Cu THWN & 1-#6 Cu (G) in 2" C. OR 3-#4/0 AL THWN & 1-#6 Cu (G) in 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Small Appliances 1500 1 F 2 10000 Cooktop 60 2 #4 #12 1 20 Microwaye 1800 3 4 #12 1 20 Small Appliances 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1200 7 8 #12 1 20 Dining / Casual Dining Recap. AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 20 Bath Receptalces AFCI 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Din. Lts / Foyer/ Hall #1 AFCI 1000 13 14 5000 Dryer 30 2 #10 #14 1 15 Family Room Lights / Lanai AFCI 1000 15 16 #14 1 15 Kitchen Lights AFCI 1000 17 18 1500 Washer GFI 20 1 #12 #12 1 20 Family Room Recep. AFCI 1200 19 20 1000 Garage #1 Door Opener GFI 20 1 #12 #12 1 20 Laundry 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 / Powder AFCI 1000 27 28 1000 Master Bed. AFCI 15 1 #14 #14 1 15 SD & S/CO AFCI 1000 29 30 1000 Master Bath / W.I.C. AFCI 15 1 #14 Space 31 32 1000 Bedroom #2 / Bath #2 AFCI 15 1 #14 Space 33 34 1000 Bedroom #3 / Bath #3 AFCI 15 1 #14 #4 2 60 Double Electric Wall Oven 8000 35 36 1000 Den AFCI / 15 1 #14 37 38 1000 Bath #5 / Pantry / Cas. Dining Lts. AFCI 15 1 #14 #8 2 F45A/C AHU-1 (Heater 5 KVA at 65%) 7800 N.C. 39 40 Space 41 42 Space Load subject to demand factor calculations / line 28000 34900 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER INC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 62900 First 10000 watts at 100% 10000 Remaining watts at 40% 21160 Total A/C load 7800 Future Growth = 10% 3896 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 42856 Total Amps (watts / 240 molts) 178.6 General Lighting & Receptacle Load Total A/C Square Feet 3518 General Lts & Rec 3 W / Sq. Ft. 10554 Hi -Hats 45 at 65W/Li ht at 100% 2925 Total General Lights & Rec (Watts) 13479 Ckts# atts/c Total watts General Lts & Rec Panel A 141 9631 13479 E i n GIpof S Inc. LONGWOOD, 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 REACH, FL 33442 (954)482-0957 OFFICE SUBDIV. Sc LOT: RIVERBED ]LOT# 38 IPROJECT# 03303.038 ODEL: STAMFORD II 6519 ELEV. D91 GARAGE SWING: RIGHT PAGE: ELECTRICAL SCHEDULES & NOTES 170 MPH EXPOSURE "C" ARCHITECT STATE OF FLORIDA MAR 0/#12017 PLAN 12/2/16 DATE: SCALE: AS NOTED SHEET NO: El.I File Copy A R C N I T E C T GATE VALVE (TYP.) HEAT TRAP ROUTE PIPING TO DRAIN ON GRADE VACUUM RELIEF VALVE EXPANSION TANK TEMP 8 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 WATER HEATER DE"I A L. (TYP.) N.T.S. PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPIS) COLD HOT WC WATER CLOSET 3" 1/2, — 128 GALLONS PER FLUSHING CYCLE LAv. LAVATORY 1 1/4' 1/2' 1/2' 15 GPM a 60 PSI SH5TUB / SHOWER (2) 1 1/2' 1/2" 1/2' 15 GPM 6 60 PSI G.T. GARDEN TUB (1) 1 1/2' 1/2' 1/2' 15 GPM o 60 PSI SHWR SHOWER (1) 2' 1/2' 1/2' 15 GPM o 60 PSI SINK KITCHEN SINK (2) 2' 1/2' 1/2' 1.5 GPM is Fi0 PSI W CLOTHES WASHER (2) 2' 1/2' 1/2' WATE14 FACTOR OF 5 OR LOWER (ENERGY STAR / WATOR SENSE CERTIFIED) DW DISH WASHER l2) I' IW — 1/2' 65 GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) — 1/2' — UNDER COUNTER AS SELECTED BY OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK ABSORBER TO EACH SUPPLY FIXTURE WATER LAVATORY 1/2' HOT- 1/2' COLD TUS SHOWER 1/2' 1/2' HOT- HOT- 1/2' COLD 1/2" 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. 1/2' COLD PLUMBING LEGE WASTE A/C LINES FROM UNIT TO CONDENSER Hill I GC OIIAI / N/I NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORM WITH FBC (R) 1=2105.1 NOTE: SANITARY 2' OR LESS 1/4" / FOOT SLOPE OVER 2' 1/8" / FOOT SLOPE PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPIPIG DOWNSTREAM OF WATER METER SHALL BE PVC OUTSIDE OF BUILDING AND BELOW GROUND, PEX INSIDE OF BUILDING B. SANITARY WASTE &WALL BE P.V.0 SCH. 40 C. CONDENSATE DRAIN PIPE SHALL BE SCH. 40, PVC PIPE AND FITTII*S D. WATER RELIEF ANP DRAIN LINE SHALL BE TYPE CPVC OR COPPER M11N. 3/4' DIA. H.B. I I I I I I I II I, I MASTER BEDROOM L--------- . n 6 LAv . — ��� it U i gOTAKE UB R - LAv. 2'-4' 2'-3' 6'-2' AIIR " A[� 4TTANC 2 -3 I/2 2'-3 1/2" FAMILY VALVE CASUAL DINING k� I I I 2" 3' ROOM MASTER, - IV BAT y — d 4'X48', WG. L 21 _3 J- SHWHALL " R 2 N 31 --_j� THVENT W.I.C. IL _ J KITCHEN ROOF 3 — -------- I� ----------- - - - - - � ! --- - --- 9FUHALL —— —--- ��� I I I I I I I I PWD 1 �-� I I I I I I I i� l DEN BEDROOM -1 LLI---- 3" 15F.U1 L-T0 '—-------- -—� r 3 VENT 3" -" THRU ROOF 3' 3' 29 F.0 BATH #2 2" VENTI Lij LAUNCH HRIJ ROOF 3'_'i I I A/G C - m LAv, WC. W.I. C. I L.T. 2" II -1 FOYER- NUN. 8 F11 �i - - - J s WIR W.I.C. BEDROOM #3 3 BATH---,, '� —.- PLUMBING PLAN SCALE: 1/4' = I'-0' 2 WAY Co. 4" SANITARY SEWER.SEE CIVIL DW'GS FOR CONT. 4Grou i Inc. 11 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com umAr I imit, I3i: 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 0. V W Q Q SUBDIV. 8t LOT: RIVERBEND LOT# 38 PROJECT.# 03303.038 MODEL: STAMFORD II 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN 170 MPH EXPOSURE 'C' ARCHITECT: STATE OF FLORIDA 9 2017 YLA1V 12/2/16 DATE: SCALE: AS NOTED SHEET NO: P File Copy A R C H IT E C T S PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARKS (GPM) COLD HOT WC WATER CLOSET 3' 1/2" — 1.20 GALLONS PER FLUSHING CYCLE LAV. LAVATORY 1 1/4" 1/2" 1/2" 1.5 GPM a 60 PSI TU5/ SHWR TUB / SHOWER (2) 1 1/2' 1/2" 1/2" 1.5 GPM a 60 PSI G.T. GARDEN TUB (1) 1 1/2' 1/2" 1/2" 1.5 GPM a 60 PSI SHWR SHOWER (1) 2" 1/2" 1/2" 1.5 GPM e 60 PSI SINK KITCHEN SINK (2) 2" 1/2" 1/2" IS GPM a 60 PSI W CLOTHES WASHER (2) 2" 1/2" 1/2° WATER FACTOR OF 8 OR LOWER (ENERGY STAR / WATER SENSE CERTIFIED) DW DISH WASHER (2) 1" 1W — 1/2" 6.5 GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) I/2" — UNDER COUNTER AS SELECTED 5Y OWNER (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK ABSORBER TO EACH SUPPLY FIXTURE WATER LAVATORY 1/2" HOT- 1/2" COLD TUB SHOWER 1/2" HOT- 1/2" HOT- 1/2" COLD 1/2" 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. 1/2" COLD PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL BE RUN OVERHEAD NOTE: THE INSTALLATION OF FIXTURES SHALL CONFORM WITH FBC (R) P2105.1 NOTE: SANITARY 2" OR LESS 1/4" / FOOT SLOPE OVER 2" 1/8" / FOOT SLOPE PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS MATERIALS: A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE PVC OUTSIDE OF BUILDING AND BELOW GROUND, PEX INSIDE OF BUILDING B. SANITARY WASTE SHALL BE P.V.0 SCH. 40 C. CONDENSATE DRAIN PIPE SHALL BE SCH. 40, PVC PIPE AND FITTINGS D. WATER RELIEF 4N1� DRAIN LINE SHALL BE TYPE CF VG OR COPPER MIN. 3/4' DIA. z FIXTURE SANITARY PITCH FIXTURE UNITS Wx H DBL SINK W/ DISP, 4 DISHWASHER /2 /4 „ 4 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS Q WASHER 3" I/8" 2 LAUNDRY TUB 1 1/4" I/8" 2 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" I F WATER CLOSET 3" TUB/SHWR 1 1/2" I/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" ElWATER CLOSET 3" 1/8" 3 2 6 SHWR 11/2" 1/4" SUB TOTAL = FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 o WATER CLOSET 3" 1/8" 3 ° SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS x LAVATORY 11/4" 1/4" 1 a LAVATORY 11/4" 1/4" 1 ro WATER CLOSET 3" 1/8" 3 F SHOWER 11/2" 1/4" 1/4" 2 TUB 11/2" 2 SUB TOTAL = g TOTAL = 33 KITCHEN AIR ADMITTANCE VALVE RIGHT HAND C�ARAC�E ON POW O Design GrA lnc. LONGWOOD, 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, FL 33442 (954)482-0957 OFFICE SUBDIV. & LOT: RIVERBEND LOT# 38 PROJECT# 03303.038 MODEL: STAMFORD II 6519 ELEV. "D" GARAGE SWING: RIGHT PAGE: PLUMBING SCHEDULE AND OPTIONS tt*170 MPH EXPOSURE °C° ARCHITECT STATE OF FLORZA 09 2017 PLAN 12/2/16 n ATF.- N.T.S. SCALE: AS NOTED SHEET NO: pi.I ivmAw 711 -5a#J-4 0��/ PER 2014 GASS CODE 304.6.2 ONE PERMANENT OPENING METHOD OUTSIDE AIR CALCULATION FOR GAS DRYER I SQUARE INCH PER 3000 BTUH DRYER OUTPUT= 22,000 BTUH 22,,OOOBTUH 130OBTUH Z33 SQUARE INCHES = 4" DUCT (12.56 SQUARE INCHES ......... ........ . ...... .. ... ...... 11 CIL! TIE DOWN TO COMPLY WITH -"BCM 2010 301.1. GALV. CLIPS BMIP C-LIP 2X4" ti FL PRODUCT APP.# colt 002VAPI I FL14239 cu W� QUAL PM AT MIMI UNIT AC-1 liQUIPM611 SCHEDULE AC --I CAkftIlER 5 TON C.U. -CH14NA06000G A.H.U. - FX40NF061L HEAT - 05 KW COOLING CAP. -- 58,500. HEAT CAP, - 55,500 ELECT - 208-2J0-1 BRKR CU- 50 AHU-45 REF. LINES- 7/0 & 3/8 S.E.EK- 14.50 HSPF - 8.20 E AIR CONDITIONING MECHANICAL, Inc. CAC1817665 1.64.3 DONNA ROAD WPB, FL. 33409 5 6 1 — 6 8 9 — 1 0 9 3 831 S. KINGS HWY FT. PIERCE, FL. 34945 77 2 — 87 6 7 57 7 No. evision/l sx/e Date bo- ld L&�o 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. I NEW RESIDENCE FOR: CAL ATLANTIC RIVERBEND MODEL — STAMFORD31�— LOT Project Sheet RIVERBEND 04ta 02-14-2017 Scale 1/40 =1'-0" O FOOTING SCHEDULE SEE PLAN FOR LABELS of ACTUAL FOOTING TYPES BEING USED kfK SIZE TYPE STEEL NOTES M12 12"W X 16"D MONO 2 # 5 Dia. CON'T MONO 0 M12i 12"W X 12"D MONO 2 # 5 Dia, CON'T INTERIOR MONO PER DIAGRAM BELOW M16 16"W X 16"D MONO 2 # 5 BIG. CON'T MONO 1 M16i 16"W X 12"D MONO 2 # 5 Dia. CON'T INTERIOR MONO PER DIAGRAM BELOW M20 20"W X 16"D MONO 3 # 5 Dia. CON'T MONO 2 (USE PLM BCH. CHAIRS) M20i 20"W X 12"D MONO 3 # 5 Dia, CON'T INTERIOR MONO PER DIAGRAM BELOW MI 20"W X 16"D MONO 3 # 5 Dia. CON'T (USE PLM BCH. CHAIRS W/ # 4 X 7'6"L TRANSF R BARS 12" Or M24 24"W X 16"D MONO 3 # 5 Dia. COLT MONO 3 (USE FILM BCH. CHAIRS) M24i 24"W X 12"D MONO 3 # 5 Dla, CON'T INTERIOR MONO PER DIAGRAM BELOW MX "W" X "L" / PLN X EXTENSION 8"W — 1 # 5 BAR T/B EXTEND and TIE BARS INTO MAIN SLAB DEPTH of MAIN FTG 12"W — 2 # 5 BARS FOOTING STEEL. STEEL TO BE at 16 "W - 3 # 5 BARS BOTTOM, U.N.O. P24 24"W X 241 X 12"D PAD # 5 at 12"QCE.W.B. AS INDICATED ON PLAN TYP. P24t 24"W X 241 X 16"D PAD ALLOW FOR STL. COLUMN RECESS P36 36"W X 361 X 12"D PAD AS INDICATED ON PLAN TYP. P36t 36"W X 361 X 16"D PAD ALLOW FOR STL COLUMN RECESS P48 48"W X 481 X 12"D PAD AS INDICATED ON PLAN TYP. P48t 48"W X 481 X 16"D PAD ALLOW FOR STL COLUMN RECESS P60 60"W X 6D1 X 12"D PAD AS INDICATED ON PLAN TYP. P60t 60"W X 601 X 16"0 PAD ALLOW FOR STL COLUMN RECESS P72 72"W X 721 X 12"D PAD AS INDICATED ON PLAN TYP. P72t 72"W X 721 X 16"D PAD ALLOW FOR STL. COLUMN RECESS PX "W" X "L" X 16"D PAD SEE DIAGRAM BELOW AS INDICATED ON PLAN TYP. S16 16"W X 12"D STEM 2 # 5 Dia. CON'T USE PALM BEACH CHAIRS 824 24"W X 12"D STEM 3 # 5 Dia. CON'T USE PALM BEACH CHAIRS S42 42"W X 16"D STEM 4 # 5 Dia. CON'T 4 4 TRANSVERSE BARS CO) 24" 0,11'. T8 8 W X 8 D THICK EDGE 1 # 5 Dia, CON'T TYP. at PATIOS and/or 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 CURB 112 12"W X >12"D THICK EDGE 2 # 5 Dia. CON'T BOT. AS INDICATED ON PLAN +IF ADD 2 # 5 BARS BOTTOM FOR EVERY 12' OF DEPTH INCREASE AS REQUIRED -I- PROVIDE 4 X 60"L HOOK BARS AT 16" O.L TOP NOTES : - TOP of ALL SUB -SURFACE FOOTINGS to be MIN. 12' BELOW FINISH GRADE, U.N.O. - FOR ALL RECESSES, EXCEPT PERIMETER BLOCK RECESS OR STEEL COLUMNS, FOOTING DEPTH 'D" SHALL BE MEASURED FROM BOTTOM OF ANY RECESS U.N.O. W PAVERS VER. REC. at ENTRY DOOR TRANSVERSE WR' BARS M� TRANSVERSE BARS ---i12„ REc. 11 � I. ADD TO W INTERIOR FDanNc ALI PROFILE ALT, SHOWER RECESS, CNTR P}"-B"i, VARIES W/ B R IN CURB I SLOPE �PPPL At 16"W W/ 2 BARS 6" \\ T8 *�� T8b a TSC I T12 r 12"�Ir GRADE PAVERS GRADE//VA//\ PS �• °. " / TYP. GARAGE O.H.DOOR PAVERS RECESS ° \%\ V E A o ArVA/\ STEEL PER :SCHEDULE EXTERIOR INTERIOR V TYPE FT 7S •P. TYPE FrW MX MAIN SLAB L' FoorwG PER PLAN TYP FOOTING PROTECTION C yr���i•r, r�rarrrrr�i�r PX (11) # 7 BARS TOP W/ STD. HOOK EACH END # 5 BARS 0 12" O,C. (I a) # 7 BARS BOTTOM O COLUMN SCHEDULE SEE PLAN FOR SYMBOLS of ACTUAL COLUMN TYPES BEING USED AffC SIZE TYPE STEEL NOTES C5 ■ 8" X 8" C. Al, U. 1 # 5 BAR — C7 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 — C45 1.- 12" X 12" 0" BLOCK 4 # 5 BARS PROVIDE L S.P "WT" TIES at EVER OTHER MORTAR JOINT _ P45 W" X 1" PER PLAN POURED GONG. 4 # 5 BARS # 3 Dia. TIES at 8" O.C. P65 P46 P47 P67 P65r 0 ® "W" X V' PER PLAN "W" X "L" PER PLAN "W" X "L" PER PLAN "W" X V' PER PLAN DIAMETER PER PLAN POURED GONG, POURED CONC. POURED GONG, POURED CONIC. POURED CONC. 6 # 5 BARS 4 # 6 BARS 6 # 7 BARS 6 # 7 BARS 6 # 5 BARS # 3 Dia. TIES at 8" 0 C. # 3 Dia. TIES at 10" O.C. # 3 Dia- TIES at 10" O.C. 3 Dia TIES at 10" O.C. 3 Dia. TIES at 10" 0, C. SEE DIAGRAM BELOW 7 0 SEE POST SCHEDULE TUBE STEEL - SEE FLOOR and ROOF LAYOUT TSb O BOLLARD TUBE STEEL - SEE DIAGRAM BELOW SEE POST SCHEDULE WOOD POST - SEE FLOOR and ROOF LAYOUTS 00 Q o ;0 n TSb TS "kx, 3"D STEEL COLUMN W/ 6" X 6" X 1/4"T STL PLATE W/ (4) 1/2" X 3"L EMBED. WEDGE ANCHORS to SLAB (VER. EXACT LOCATION PER ARCH. PLAN) eEnM� r'' ' EXTEND AND H06k I MIN (3) BARS INTO cal. 1 .G H BEAM ABOVE AND SLAB BELOW 65r sLASJ 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 11 O POST L E 0013 SELPLnFOLA9EE5SCHEDULE ACAHsE�D BEING ARK TYPE NOTES km TYPE NOTES W14 1- 2 X 4 S.Y.P. # 2 WO 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 iIF TYP. MIN., U.N.O. W40 4 X 8 S.Y.P. # 2 P.T. W36 3- 2 X 6 S.Y.P. # 2 W24 2- 2 X 4 S.Y.P. # 2 W46 4- 2 X 6 S.Y.P. # 2 W34 3 - 2 X 4 S.Y.P. # 2 iIETYP. MIN„ U.N.O. W28 2 - 2 X 8 SY.P. # 2 TYP. MIN., U_N_O_ 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 7- 2 X 8 S.Y.P. # 2 T36 3,5" X 3.5 X 1 4 T STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN T4 4" X 4" X 1 4"T ITUBE 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 16" O.C. w ANCHOR to MASONRY WALL W/ 1/2,X 4 EMB. WEDGE ANCHORS 24 O.C. (E FIRM TOP/BOT) u I 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. dIE- ALL WOOD POSTS TO BE MIN. (3)SD2'2 X 4 or 2) 2 X 6 (2 X 8„ SUPPORTING HEADERS/GIRDERS PER "D-7F" on SHEET °, 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 W/ 16D COMMONS AS 6" O.C. STAGGERED EA- PLY/EA- FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. - ASSUME POST HOT. TO MATCH BRG WALL HGT., UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. jllalL— PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to BRG. WALL BELOW 6' O.C. MAx. STUD TO 'M28f' : SNDS 2 1oD NAILS 8' O.C. - - - - - 'W28r TO TGP/80T PLATE GIRDER GIRDER GIRDER B. CHORD 12' to 24' R PLAN BLOCxNG : 2 % 4 S Y.P. J 2 EA. SIDE OF POST (3) 10D TOE NAILS EA SIDE W 2 10D TOE- S -� R WNl EA. END TO C17R (4) 1 �, POR GDR Talk 1 o NAILS TO S Y - - '-11' PER PLAN • POST TO STAB : G D1"�� 1 1PERLPLA4 I' ANCHORS ClW& ON PI. NS) P R TRUSS ANcnDR SCHEDULE TOP SIDE S FRONT 2, SEE "D-FF" FOR ALL OTHER FRAME WALL SPECIFICATIONS 17'-6" 16'-0$' L 2'-8" T-4" I. 8'-0$' Il'-4" 65, File Copy ELEVATION EIDEE 11 FOUNDATION / FIRST FLOOR COLUMNS 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 REFERENCE INTERIOR BRG. WALL O BEAM REFERENCE X on THIS SHEET LOCATIONS ON SHEET "S1" LO ON SHEET "S1" THIS FOUNDATION HAS BEEN DESIGNED BY RATIONAL ANALYSIS TRANSFER REINFORCEMENT IS NOT REQUIRED, U.N.O. REVISIONS: SHEET DATA: MODEL: 6519 COMMUNITY: RIVERBEND LOT #: 38 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-10-17 SHEET DESCRIPTION: FOUNDATION / FIRST FLOOR COLUMNS ELEVATION: D GARAGE: RIGHT BRENNAN ENGINEERING INC. 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: SO Victor Hernandez 41, ''•'a NN T,q96 ��ryJLnTyi,T i '� \\ E.B. # 7686 //III EII\� P.E. 72387 O TRUSS ANCHOR SCHEDULE SEE PLAN FOR LABELS of ACTUAL ANCHOR TYPES TYPES BEING USED CO MOTION TYPE O ANCHOR TYPE CITY NAIL SCHEDULE ANCHOR to TRUSS 1-PLY UPLFT 2-FLYarORRI UR.Fr NAL SCIEDIA_E LATERAL LOAD as) ANCHOR to MASONRY Fl F2 O MODEL TRUES b MASOMYCMU •(Z-MAX) AT 2 CONC 10-IOD X 1,5" 1985 LBS' 14SN/A, EMBED 1210 1160 AT A2 7SIMPSOI)N"META94" HETA24" 2 CONC10-10D X 15" 2035 LBS 12SN/A, 716D2 EMBED, 1225 7520 A2 A3 HHETA24" 2 EMU CONC 10-1 OD X 1.5" 2035 LBS 12S 14S N/A, EMBED 1225 '1520 A3 WRAP STRAP OVER ICP CHORD OF TRUSS AS ALLOWED MNAMANCHOR TRUSS to WOOD B1 TYPE SIMPSON "LSTA18" OTY 1 20 81ZE STRAP GAUGE b 1RIIB6 7 - 10D SRMP b WDWL 1 7 - 10D N P-1 F2 tJ' 1235 UPI.117 LBS B1 R. NIN • (Z-MAX) 82 SIMPSON HTS20 1 14 GAUGE 10 - 10D 10 - 70D N.R. N N.R. N 1450 LBS B2 - PROV ADDS" (0 - IGD TOE -NAILS TO EA TRUSS to WOOD (WALL/HDR/GDR) ( 2 & 1/SIDE) FOR GIRDERS 2-PLY or GREATER, PROVIDE POST BELOW TO MATCH GIRLIE WDHI FN 0. 500 500 # BB SIMPSON H6 STRIP 1 2 7 4 IN8 - BE 8 - 8D N.R N N.R. t4 950 LBS B7 SIMPSON H3 CUP 1 1 19 16 W 1 4 - 8D 4 - 8D 125 160 455 LBS B7 T 5 - 1 4 TAPCONS W 2 EMBED PER STRAP to MASONRY N A - - 1225 LBS T WOOD to WOOD MAR( 01 ANCHOR TYPE SIMPSON "MSTA24" CITY 1 1 1 SIZE ANC.WOODAW. 4'W 18 GA. b 6 tOD ANCbWD.ORON 6 10D F1 N.R. F2 N.R. 1265 UFL.FT LBS C1 (WALL a POST)C2 SIMPSON MSTA48 1 7 1 4 W i6 GA. 7 10D 7 IOD N.R. N, 1400 LBS C2 • (Z-MAX) 64 SIMPSON LCE Corner or ALT, "AC4" Middle 2 HEAD 1 N A 14 16D RS MUST BE MITERED WITH N ZA 14 - 16D 8 16D THIS ANCHOR 10 - 16D N.R. N.. - 1500 LBS 04 N.R. N.R. 985 LBS STRIP to MSNRY (T) ALT. - PROVIDE TAPCONS to MASONRY WALL - W 1 4" X 2" EMB. TAPCONS PER STRAP SEE ARV. (T) MMAFKI WDPOST to BLAB DI_ ANCHOR SIMPSON TYPE A34 OTY ANCHOR 1 to P08T 4 - 80 NAILS ANCHOR b SLAB 2 - 1 4 X 2 L TAPCONS UFLIFT N A DI • (Z-MAX) D4 SIMPSON ABU88 1 12 - 16D NAILS i - 5 8 X 4 EMB. WEDGE -ANCHORS" 2200 LBS D4 D7 SIMPSON I HIT DE I 1 1 26 - IOD NAILS 1 - CERP X 6 EMB. WEDGE -ANCHORS" 4350 LBS D7 + AT RECESS AREAS, "WEDGE -ANCHOR" EMBEDMENT TO BE FROM LOWEST SLAB ELEVATION WD.IEAM b MINR MARK F 1 ANCHOR TYPE SIMPSON HU28 IOTYI 1 ME 14 GAUGE AK*NbWOOD 6- 10D NAILS ANCHOR bWOOD/MBNWBRq 3- 1 4 X 2 3 4 L +EN FWGE 6 GRAVITY 2400 LBS UPM 1085 LBS F 1 • (Z-MAX) F2 SIMPSON HU210-2 1 14 GAUGE 6 - 100 NAILS 14 - 1 4 X 2 3 h L TITEN 4350 LBS 1085 LBS F2 F21D SIMPSON FIU210-2 L 1 14 GAUGE 10 - TEED NAILS 18 - i 4 X 2 3 4 L TITEN 5085 LBS 1810 LBS F2b W F41 _ - FILL MASONRY SOLID MIN. 8 BELOW AND MIN. 4 EACH SIDE AT TAPCON ANCHOR LOCATIONS - FOR 2-PLY MEMBERS, USE "HIJ28 2' I LO °HU28" - FOR 1-PLY MEMBERS, ADD 2 X 8 S.Y P. #2 VERT. BLK, MAX 16"H OR FULL HT. OF TRUSS LEG, WI 6-10D NAILS TO TRUSS, EQUALLY SPACED FOR ALL "Fl F2 ANCHORS, USE CONCEALED" C FLANGE FOR CORNER APPLICATIONS I SIMPSON FGTR 1 7 GAUGE 18 - 1 4 X 3 L SDS SCRWS 1 2- 1 2 X 51 THEN Hli 50➢D LBS aI F42 SIMPSON FGTR 'GAUGE 36 - 1 4 X 31 SAE SCRWS 4 - 1 2 X 51 THEN EIDI 19400 LBS 4F - FILL MASONRY SOLID BELOW TO SLAB MIN 4 EACH SIDE AT ANCHOR BOLT LOCATIONS • F6 SIMPSON LGUM210 1 12 GAUGE 8 -1 4" X 25"L SDS SCRWS (8)-3/8' X 4"1 TITEN HD 9575 L BS 3575 LBS FB 8- M I8C E LL A N E O US SPECIAL CONNECTION SEE DETAIL N AS REFERENCED ON SHEET "SDI" S- D- DETAIL SEE DETAIL AS REFERENCED ON SHEETS SDI AND "SD2 D- TRS CTI T TRUSS to TRUSS CONNE ON 0 BE PROVIDED BY TRUSS COMPANY UNLESS NOTED OTHERWISE IRIS VGIC O STRAP LENGTH TO GO OVER T. CHORD W / - INSTALL ALL HARDWARE IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS - r M EDGES - SPACE MIN Y' T.O, BEAM "WEDGE ANCHORS SPACE MIN. 4" W MIN. 3" FROM "TAPCONS" / MIN. (2) NAILS TO TRUSS i - F1GAD STEEL CAPACITIES SHOWN ARE FOR INSTALLATION ID SOUTHERN YELLOW PINE 16D -.) LUMBER W/ /21 A44 GRADE 8 STLE - v' - 1D = 0.148"D X 3"L SIDE PLATE W/ NAILS AS INDICATED, U, N.O. - SD - C.137'b X 2 1/_ L 16D - 0.162 D X 3 1/2 L 1(. L D REOUIFE A MINIMJM OF " Z-MAX ALL METAL FASTENERS AND ANCHORS USED IN ENT 5}AL C CONDHION IN AGAINST PRESERVATIVE TREATED -ED ASTIM AI53, CLASS D'HOT-DIPPED" GALVANIZED NI EQUIVALENT. ALL CONNECTORS IN CONTACT W/ PRESERVATIVE E ADDED [0 T REQUIRE A MINIMUM T GALVANIZED STEEL OR EQUIVALENT. THE DESIGNATION 'Z-MAX' MUST BE ADDED 10 THE STOCK NUMBER OF ASTM A653, TYPE GI85 ZINC COATED G L O - ANCHOR "UPLIFT CAPACITY" IS BASED ON THE WORST CASE LOAD COMBINATION RETAILER UPLIFT and LATERAL LOAD, EITHER PERPENDICULAR or PARALLEL TO THE RIDGE LINE, WHEN CONSIDERING THE "UNITY EQUATION", WHERE APPLES. - THE MAXIMUM LATERAL LOAD PARALLEL ar PERPENDICULAR TO THE WALL IS 180 PLF UNLESS SPECIFICALLY NOTED ON THE PLANS BB- O BOND BEAM SCHEDULE --- (SEE PLAN FOR LABELS of ACTUAL BEAM TYPES REINS USED) MTK TOP MOLD BEAM) SIEB. BOTTOM VECAIST) I 81®. NOTES Bel (1) - 8" X 8" BEAM BLK 1 # 5 BAR N / A I - I TYP TIE -BEAM CON'T •VER. 12 W PER PLAN s ALONG T. of PERIMETER MASONRY WALLS, SUPPORTING ROOF TRUSSES, U.N.O. BB-2 (2) - 8" X 8" BEAM BLK 1 # 5 /CRSE I N / A ALT. TIE -BEAM AS NOTED ON PLAN I 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 ABOVE 8 X 8 PRECAST U 1q 7 BAR I AS NOTED ON PLAN L-3 N A N A B X 8 PRECAST U 1 5 BAR AS NOTED ON PLAN L-4 N A N A B X 8 PRECAST U 2 5 BARS i TOP 1 BOTTOM +" ' at BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'C (SHEET 'SDY) . - 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 HELD 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. 0 BOT. COURSE - LAP ALL STEEL MIN. 48 Bar Die. 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 BEAM _ 1 m o N Z m N ap — JJ d � m 5 # 7 BARS EDEz 4 - o `BB` STEEL TO ACROSSNBENG, \ . 72��cv FROM EA. SIDE B. of BEAM B-T VERIFY `DEL. O STEEL PER PER PLAN SCHEDULE O CONCRETE BEAM SCHEDULE (YE PLAN FOR TABLE rf ACTUAL BEAM TYNES BEING USEDf MR( SIZE(WHIN) STEEL MD.81EEL BCT. STEEL ISa81N1'M R E M A R K S TB2 8"W X 11"-19"H PLN 2 # 5 - 2 # 5 - SEE PLAN FOR EXACT HEIGHT B-1 12"W X 48"H 5 # 7 3 2 5 3 5 12' O.0 SEE DIAGRAM ABOVE FOR 7 BARS 2 12"W X 48"H 3 5 3 2 5 3# 7 12" O.C. 3 ROWS # 5 BARS MID B-3 B-4 ' + ° a1 BEAM CALL -OUT INDICATES POURED ARCH BELOW PER DETAIL 31'M' (SHEET 'SD21 O POST SCHEDULE amo 0 SEE PLAN FOR LABELS of ACTUAL POST TYPES BEING USED MR TYPE NOTES MRl[I TYPE NOTES W14 1- 2 X 4 SYP # 2 We 5 X 6 S.Y.P. # 2 P.T. W4 4 X 4 SYP # 2 P.T. W61b 6 X 8 S, Y.P. # 2 P.T W41D 4 X 6 SYP # 2 P.T. W26 2 2 X 6 S.Y.P. # 2 i)ETEND MIN., U.N.O. W40 4 X 8 S Y P # 2 P.T W36 3 2 X 6 S.Y.P. # 2 W24 2- 2 X 4 SEEP # 2 W46 4 2 X 6 S.Y? # 2 W26 2 - 2 X 8 S.Y.P_ # 2 TYP. MI_NU N.D. W34 3 - 2 X 4 S.Y.P. # 2 *TYP. MIN., U.N.O. W41 4- 2 X 4 S.Y.P. # 2 W36 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 W58 5- 2 X 8 S.Y.P. # 2 W78 7- 2 X 8 S.Y.P. # 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 i 41T TUBE STEEL, ANCHOR PER DETAIL AS SPECIFIED ON PLAN t 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 "SEES" P ANCHOR W/ 145 X 1 5 L P.A.F. (PINS) TO T" COLUMN AT 12" O.C. t ANCHOR TO MASONRY W/ 1/4' W/ 2 EBB. TAPCONS W/ WASHERS at 16" O.C. w ANCHOR to MASONRY WALL W/ 1/2 X 4 EMB. WEDGE ANCHORS 24" O.C. (6" FRM TOP/BOT) u I 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/ HER COMMONS at 6" O.C. STAGGERED EA. PLY/EA. FACE. iIF ALL WOOD POSTS TO BE MIN (3) 2 X 4 or 2) 2 X 6 (2 X 8), SUPPORTING HEADERS/GIRDERS PER 1-7F" on SHEET "SD2 , U.N.O. MATCH WALL, GIRDER/HDR WIDTH) FOR GIRDERS 2-PLY or GREATER PROVIDE POST BELOW TO MATCH GIRDER WIDTH, IT N,0, ALL MULTIPLE PLY POSTS SHALL BE NAILED TOGETHER W/ 16D COMMONS 9 6" 0 C. STAGGERED EA. PLY/EA FACE, UNLESS NOTED OTHERWISE, PER NOTE 2. ASSUME POST TICE. TO MATCH BRIG WALL HGl UNLESS CALLED OUT OTHERWISE - SEE FOUNDATION PLAN FOR ALL MASONRY COLUMN SPECS. tkR1H- PROVIDE SOLID BLOCKING FROM POST THROUGH FLOOR SYSTEM to PRO. WALL BELOW 16 DG MAX SAID TO "�' GIRDER GIRDER GIRDER B. CHORD _ STUDS 2 10D NAILS 8` O.C. - "fY19i TO TOP/80T PULE L I2A to 24' PLPN.. 2 EA. SIDE OF POS7 _- (3) HOD IDE NAILS EA SIDE W 2 IOU TOE NAILS '- EODNAICSOTOOPOSY / (4 ) U, FOR GDR TO Wt L -11 PER PLAN L POST TO Ste : "7-D1 ` SOFR - ANCHORS(U N.O. ON 1,I—t0 2' �. "� P `� PLANS) PER TRUSS 77PER N ANCHOR SCHEDULE TOP SEE SIDE FIRM SEE 'b-7F" FOR ALL OTHER +� FRAME WALL SPECIFICATIONS O HEADER SCHEDULE SEE PLAN FOR LABELS of ACTUAL HEADER IDES BEING USED LW TYPE NOTE8 H IIFADER N NAILER H310 (3) 2 X 10 S YP # 2 TYP HEADER TO BE USED OVER ALL OPENINGS U N 0, (SEE D-7F) 2) 2 X-12 ° Y P- j 2 - ALT H48 (4) 2 X 8 8 5 YP # 2 IN W WALLS ALT HEADER TO H310 1-02 HM2 2 X 12 SYP # 2 ALT HEADER TO 11310 FP44 2 X 4-S.Y.P. # 2 NAILER ROOF and CLG. CON T NAILER or BLKG, W/ 16D NAILS at 6 D: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 OC or (2) PER BLOCK, U,N.C. 8 2 X 6 S.Y.P. q 2 NAILER ANCHOR W 1 4 X 3 L TAPCONS 12 0 C, at TOP and BOTTOM CHORD of TRUSS W 1 4 Dla. TAPCONS W FN28 2 X 6 S.Y.P. # 2 NAILER 2" EMBED at 8' O.C. to MASONRY W/ 4 - 10D TOE -NAILS FROM TOP and BOTTOM CHORD (2/SIDE) AS REQUIRED NOTE: - ALLOTHER WOOD BEAMS TO BE MN 2 - 2 X 1'2 SYP. I Z NALEDTOGETHER W/ 2 ROWS OF 10D COMMONS at 6' O.C, UNLESS CALLED OUT OTHERWISE - ALL WIDOW HEADERS TO BE 2 - 2 X 10 S.YP. 4 2 WI V2' FLIrCH PLATE, NAL PER ABOVE - ALL 2 X 12 BULT-UP HEADERS ARE ASSU M TO BE CONS" TO BRO POINTS at EA WE L-0 3O U = 1000 Al ,, o ro I I cV O R M■ - 'i F LO a`ol 32"H 'I. x N Y I N INi O + J O] I .. +.II �, A �12T ULG 1' I� t - MH - 5 X + I RECESS Y x n + +I � I + I + T I- 1 - -- + I F r ! A + +I D-BRAG L'_1 10 8 CLG + I +I - --- - I TYPICAL + i - CA +1 J J r F+lT L* + -I + I 7-'0 +I - -- - - --- --- - - -- - - + ( + + - -I- 4 +I 12,- - B-1 +) +I qD B"(F"H AZ ? o + + + + + + + + + + r + +y+ + i I + + F-++ _�+�STP,'+ T ++.+1-+ ++TT��X 6+S Y. .���CA�$1+^F�+y+� /A�1 ++ �� U=2100 - `.. I.++ �- 30" D.C. W/ (4) 1/4 X 2" EMB. + + QUL APCONS to EAM W/ 3 10D + C4 1+-Ili NAILS FR01 EA. TRUSS�TYP. + + + b + �I + +I 1 I I I + + + + + + + 77 + I+ I-1 + + I I I + I I I I - +I 1 + + + >, I + + + + � I I I- a 10'8" CLG 2 B2 I 38 TYPICAL -F STP MH 19 - N I 18 U = + I J n � O I I I I + F_ 1 +I + + + +I + -AI - 1LG ++ 4 C I+++I -- _i 1+ +i 1 T I I 1 I + -� I + I I I , � I \ I ++N- t1+ - + +++I V 1+++ + ,•,� + + + I1 1 +++I - I + + + LET + - I II +, L-BRACE — I+ + + I+ + + + + 1 D-39 + +��--- - - -_ --Imo_-�+ + + + + + + + + _ + +- +—+ +—+ + + + + + + I� S1-i3 ++++++++++�++++ E++ v$OF + +++ +++I++,_+++++I W-BRACE---; --— --�-- rt ---1-- rt --J + 12' T. of OL. at 2' + + M = GDR I B. at �2' + - +T + 12'SOP + T+ T + C r+- � + -1 _ + + a - - D J + + T+ II 81-0 I + . + + I N t' e +l I+ -I + I + + + + + ++++ I_ FRAME OWN +1 I F 1 + -I- 1 , f 1- '� 1 T. at 12' 1 11 0 ++- + + ( II + BY BLDR+ + f + + + 10 �' CLG ro J L�'+0000� �� --F rt --� r - 'JI TYPICAL IiiiiiiiiI I I 'OF + 12 'I FIR + + + + � l�l A. + + —�. ' --- ---- -�-- --`--- ----�----------------------— — — — — — — ------~-- + + + + + + \ T ++++- ++y++I + + + 36"H` GDR + + + + + ®I +-++++++++ + s -t ' + accEss Bl 10'8" CLG B. at 8' BE RECESS L-BRACE V I Ii ® ®'I D-39 I I ,I�WI� 58888 on mail 48Y` W-BRACE 04 LL + LL 111 + {V B. at �14" %� H 7 45"H, BEL I I I 1 r c' T rn CLD �, o Q II 39"H n J o C -GDRdoo L-0 a I ` �� , / o DRIP V-SET 39"H _ � v = Q IL 0 DRIP V-SET 32"H /----- ---- -------� C GDR o _ I o I II I 00 0 I I O N - - - - ------------------- ------------------- T I J M _ _ r e+F 'I - -E fl+b�QF + o C - G [a: ELEVATION I'D" Al U = 1100 DIAGONAL BRACE to NAILER 2: NAILER 2: 2 : 2 x 6 S.Y.P. # 2 5 - 16D NAILS, TYP. NAILED to 1/2' C.D.X. and 2 X C 6 P.T. W/ 16D NAILS 6" O.C. HST PER PLAN -� DIAGONAL BRACE PER -39 j M_ VERIFY NAILER 2 TO MASONRY: 1/2" DID' X 4" EMB. WEDGE - NAILER 1: 2 X 4 S.Y.P. # 2 / ANCHORS 24" OLD. W 3 - 16D NAILS to EA. --- TRUSS WEB X-1 BRACE at PATIO WALL SEE PLAN FOR LOCATION N. T. S. BB_1 TiP. BOND -BEAM AROUND T. of MASONRY WALLS U.N.O.. WI HGTS. AS LABELED PER PLAN USE*ANCHORS FOR ALL ROOF TRUSSES THAT CROSS OVER ANY MASONRY WALLS, URO. MAX DE91ON UPLIFT FOR TRUSSES OVER CMU. (1300 LBS, UA0 TYPICAL BOND -BEAM AROUND TOP of 1ST or 2ND FLOOR MASONRY AS NDICATED AROUND PLAN UKO. BUILDER TO 1 ELD VERIFi' ALL LOCATIONS OF ATTIC ACCESS PER CLG AREA ANTS 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 DESKNED BY TRUSS CO. SEE DETAIL D-31F ON SHEET SD2 FOR ARCHES IN FRAMED WALLS SEE DETAIL D-S$ ON SHEET SDi FOR STRONG BACK DETAIL GI �131113 pow - Up,AV4�Lli w u UPPER TOWER OPENING REVISIONS: SHEET DATA: MODEL: 6519 COMMUNITY: RIVERBEND LOT #: 38 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-10-17 SHEET DESCRIPTION: 1ST LEVEE BEAMS & ROOF ELEVATION: D GARAGE: RIGHT I BRENNAN PNC-IT\J 'VR TN(`_ TN('' ' = 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 1ST LEVEL BEAMS, FLOOR and ROOF 1/4" -,'-O" TRUSS LOAD DESIGN - 45 P.S.F. TYP ROOF PITCH, U.N.O. - 4 / 12 HEEL TYPE - STD. I OVERHANG - i6", U.N.O. TAIL CUT - PLUMB RETURNS - LEVEL TYPICAL PROFILE - "D" ELEV. U.N.O. ON PLAN A * SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF ALL CLG CHANGES HGT. INDICATES TIE -BEAM STEP LOCATION TYP. PER "D 26" on SHEET "SD2" HGT. - 1ST or 2ND FLR MASONRY BLOCK WALL (HGT PER PLN) PER "D-7" on SHEET "SD2" - 1ST or 2ND FLR. FRAME BRIG. WALL (HGT. PER PLN) PER "D-7F" on SHEET "SD2" - BALLOON FRAME WALL (HGT. PER PLR) PER "D-7B" on SHEET "SD2" x O- TYPICAL BEAMALINTEL/HDR SPEC -TYPICAL ANCHOR SPEC P>}_R PER SCHEDULE ON THIS SHEET O •TRUSS ANCHOR SCHEDULFE" on THIS SHEET BB`, B°, H', or 'L° TYPICAL POST STEEL MASONRY COLUMN / / A - TYP. MASONRY C,C),E, " , , O SPEC PER SCHEDULE ON THIS SHEET B _ TYP. WOOD - MISE_ OTHER Or C° PER SCHEDULE TYPICAL "DETAIL", "SPECIAL CONNECTION", DETAILS/ EXTRA DETAIL REFERENCE M S# CONNECTIONS AS REFERENCED ON SHEETS "SD1" AND "SD2" O on THK,S SHEET - TYP, ANCHOR FOR TOP BE CONNECTION SPEC PER "TRUSS ANCHOR SCHEDULE" on THIS SHEET `UPLIFT CAPACITY IN POUNDS WANn Y uruFT es ANCHOR TYPE TOP. ANa1aR— 2-Bl (N _ pig HOR ttPE�_ BOi. AN 2_� ANCHOR TYPE (AS REWIRED) SHEET: sl Victor Herz \\\\* V` LICFH ��� Nod sF % A �38� 3 Al,- T ; rq tON't pF EN MAR 10 Aff/51I I III0� E.B. # 7686 P.E. 72387 NOTES 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 COLD -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 ATTENHON 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 ON�GADOR SHALL SS TO HANDLE COMIINIMUCTON REQULOAIRED AND SITE PREPARATION REQUIREMENTS AND DESIGN CRITERIA : WIND : DESIGN IN ACCORDANCE W/ F.B.C. 2014, ROOF : T. CHORD L. L. - 20 psf RESIDENTIAL, W/ LATEST SUPPLEMENTS, 41F B. CHORD L. L. - 10 psf and ASCE 7-10 (NON -CONCURRENT) - BUILDING DESIGN : ENCLOSED T. CHORD D. L - 15 psf - BASIC WIND SPEED : 170 MPH B. CHORD D. L - 10 psf - BASIC WIND PRESSURE : 32,83 P.S.F. TOTAL LOAD : - 45 pelf - RISK CATEGORY : .*. TRUSS SHOULD BE DESIGNED FOR A LIVE LOAD OF 20 psf. ON THE - ISO FACTOR FOR WIND : 0. 0.6 - INTERNAL PRESSURE COEF.: .16 BOTTOM CHORD IN ALL AREAS WHERE A RECTANGLE 42"H X 24 L WILL FIT - WIND EXPOSURE : C. MISC. DEAD LOAD : SEE ARCHITECTURAL DRAWINGS, BY OTHERS, - MEAN ROOF HGT. 1-STORY 520'-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 RESPONSIBIUTY 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 WILL 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-1557. 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-DN-GRADE (SEE PILE PLAN, IF APPUES, 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 FILED 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" +/- 1" 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 TIME -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 Dia. 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 BF 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 far 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 325"0" # - 6 Dia. BAR - 36" 5 Dlo. 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 ASTIR 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 PUBUSHED 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 CONFORMANCE WITH ASTM C-90, GRADE N, ism - 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE 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 DIAMETERS)., 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 &ORK 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 TIE 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-SHAD 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 LEVEUNG. 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 wi - 1. WOOD FRAMING STRUCTURAL MEMBERS: # 2 SOUTHERN YELLOW PINE (S.Y.P. # 2) (UNLESS NOTED OTHERWISE) WITH AN ALLOWABLE BENDING STRESS Fla = 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" CDX 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 DETERMINATION`. 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. 2. 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) BRACING TO BE I.A.W. TRUSS MANUFACTURER & "TPI WTCA BCSI-1". 7. TRUSS BR G / B. 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 NIM.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 "KW1K-BOLT 3" EXPANSION ANCHOR -"P.A.F." (PINS) - HILTI "POWDER ACTUATED FASTENER" "EPDXY - HILTI "HIT HY TV SCHEDULE S FASTENER SCHEDULE APPLICATION SIZE TYPE I SPACING REMARKS GARAGE DOOR BUCK SEE ARCHITECTURAL PLANS TO CONC. BLOCK COL. MTL STRAP TO CONC. 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 CONC. 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/ d # 101 - 1 SIDE LAPS PENETRATION 9" APART i6 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 ARCHITECTURALS ROOF/WALL/FLOOR SHEATHING F L O O R .148" 0 x 3"L 10D GALV. COMMON EDGES - 4" FIELD - 6" _ 3/4" (APA 23//32")) T & G 48/24 EXPOSURE - 1 NAIL R 0 0 F .113" 0 x 2 3/8" 8D RINK EDGES - 6" FIELD - 6" ZONE 1& 2 PER "ROOF 5 8 APA 19 32") 40 20 XPOSUR� - 1 SHANK FASCIA - 4" ZONE" DIAGRAM SD EDGES - 4" ZONE 3 .113' 0 x 2 3/8"L RINK FIELD - 4" MIN 4' or "a PER ROOF ZONE" DIAG. SHANK FASCIA - 4" (WHICHEVER IS GREATER) W A L L .131" 0 x 2 1/2"L ED GALV. COMMON EDGES - fi " WHERE DBL SHEATHING IS REQUIRED, USE 10D NAILS 5 8" (APA 19/32") 40 20 EXPOSURE - 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 1/2" LONG TAPCONS 6" FROM ENDS SEE WD-20ALT "C. M, S." 2 x JAMB 1/4" 0 x 12" O.C. VERIFY W/ PRODUCT APPROVALS 1 1/2" EMB. ANCHORS THROUGHOUT SLIDING GLASS DOORS .099" 0 C 0 1 L 4" O.C. ( 1 x 4, 1 x 6 P.T. ) x 1 1/2" LONG 1/4" 0 x NAILS THROUGHOUT 12' O.C.SEE WD-20ALT 2 x JAMB "C. M. S." VERIFY W/ PRODUCT APPROVALS 1 1/2' 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 NOTES : 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 IN THIS SCHEDULE, to BE INSTALLED PER MANOR. SPECS -"C.M.S." - I T W BUILDEX "TAPCON" CONCRETE MASONRY SCREW ANCHOR -"WEDGE ANCHOR" - HILTI "KWIK-BOLT 3" EXPANSION ANCHOR PINS - HILTI `POWDER ACTUATED FASTENER" 6 L TYP. FLOOR TRUS' GABLE -END HIP ROOF ROOF ZONE UPLIFT DIAGRAM (FOR COMPONENTS ABOVE ROOF SHEATHING) AT SLOPED ROOFS ZONE O - 36 PSF ZONE O - 62 PSF ZONE O - 91 PSF wan = 1-6n 6 'CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS CSAFE LOAD - POUNDS PER LINEAR FOOT 4104 w� SAFPLFOAD `rmm4wm SAFE LOAD- POUNDS PER LINEAR FOOT LENGTH TYPEr2231 8"B-OB 8F11-8 BELLE BF20-OB EF24-GB BF28-09 8F32-OB TYPE LENGTH 81J8 BFB REIN.-ssE CMU TYPE LENGTH 8F8-IT 8F12-1i BF15-li 8F20-11 0F24-IT 8NB-1i 8F32-IT BFB-,e BF12-16 6F15-tB BF20-10 BF24-iB BF28-IB BF32-iB BF8-2T 8F12-2T 8F16-2i 8F20-2T 8F24-2T 8F28-27 BF32-2T 2'-10'(34� PRECAST W69 4605 6113 7547 8974 10394 11009 2'-10"(341 PRECAST 1 293 1 642 2135 2'-70"(34') PRECAST 1972 3173 4460 5747 7034 8321 9608 }Ofi9 4605 fill} J54I 8974 1g19A 110g9 19J2 3173 4AfiB 5747 ]0}4 8321 9508 3'-6" (42' PRECAST 3069 }]19 5163 6607 8054 9502 10951 3'-fi" (42") PRECAST 1025 1024 1830 }'-6' (42� PRECAST 1569 2529 3E47 4569 5591 66O 7636 3089. 4805 fill} 7547 8974 10394 11009 1569 2529 354] 4569 5591 6613 ]fi36 4'-0" (481 PRECAST M61 2751 3820 4890 5961 7034 8107 4'-0" (481 PRECAST 765 763 1365 4'-0" (481 PRECAST2693 1363 2192 3079 3966 4853 5746 6627 46M 6113 7547 8974 10394 11809 1363 2192 3079 3966 4853 5740 6627 4-6" 54 PRECAST ( 7 1969 2110 2931 3753 4576 5400 6224 4-6" (54") PRECAST 592 591 1057 4'-8° (54� PRECAST2189 1207 1940 2724 3509 4292 5077 5861 AIDS 61❑ )54] 8872 0294 11809 120] 1940 2>24 350E 429 507 fii 5'-e (64� PRECAST 1349 143E 1999 2560 3123 3686 4249 5'-4" (64' PRECAST 411 411 734 5'-4" (64� PRECAST 1016 1fi32 2290 2949 3507 12fi5 4924 1663 3090 5365 7547,, 7342ry 8733, 10127 1016 1632 2290 2949 3607 4265 4924 5'-10'(70' PRECAST 1062 1105 1173 1831 2090 2549 W09 3470 V-10'(701 PRECAST 340 339 607 5'-10"(701 PRECAST 909 1492 2093 2694 3295 3897 4498 t 451 2622 43W I168 o 6036 n 7181 8320 9Z9 1492 2093 2694 3295 3897 4498 6'-6" 78 PRECAST ( °) 908 1238 2177 3480 3037 3707 UO3 5061 6'-6° 78 PRECAST ( 7 RECAS 507 721 483 8'-6" 78 PRECAST 835 „ luo 188A 2419I " 3498 4038 1230 2177 3480 5381 0360 1039 8825 a 635 II40 1080 241959 3498 403E T-6' (90' PRECAST 743 1011 1729 2632 2205 2698 3191 3685 T-6" (90� PRECAST 429 534 357 T-6" (907 PRECAST 727 1021 1634 2102 1,)la 3039, 350E e I DII 1729 2661 389E 56B1 846J " 6p1 s 727 1166 1634 2102]1 3019 350E 9'-4- (1121 PRECAST 554 6" 1160 1625 2564 3486 2818 3302 9'-4" (1121 PRECAST 326 512 227 9'-4" (112� PRECAST 591 680 1133,y 1471 m11 ,s 21521 2494 l 752 1245 1843 2564 3486 4705 6390 0 591 851 1326 1]054 2463 2B42 10'-6*(1261 PRECAST 475 535 890 1247 2093. 2777 2163 2536 10'-6"(1261 PRECAST 284 401 178 10'-6"(126� PRECAST sm 552 914, n65„M. 1732,,, 2007„ 643 1052 1533 2093 2781 36431 47541u 5m 686 1183 152665 2204 2549 17'-4'(136� PRECAST 362 542 945 1366 1846 2423 3127 4006 11'-4"(1361 PRECAST 260 452 152 11'-4"(136") PRECAST 474 485 798 , 1034 c72,, 1510,m 1749 5E2 9a5 136E 1846. 2423 312] 400fi 494 599 102E 142238 2053 2389 ' i 12'-0N PRECAST ( � 33 7 5q0 973 1254 1684 2193 2805 3552 1Y-0" 144' PRECAST ( ) 244 402 i35 - 12' 0" f44 PRECAST ( � 470 n 441 72} n+ 9365i 1366 ns 1582 590 073 1254 1689 2193 2805 3552 470 593 928 134949 194E 2247 15-4'(760� PRECAST 296 QI 755 1075 1428 1838 2316 28B3 1Y-4'(160") PRECAST 217 324 109 13'-4"(16D� PRECAST 418, 373 606,4 783 ,42 a 1141 4 1321 14 Ot >55 1075 1420 IB38 2316 28B} 426 455 770 114544 P18 1993 14'-0-(168� PRECAST 279 424E420 1002 132E 1697 2127 2630 14•-0'(168') PRECAST 205 293 98 1V-0"(16n PRECAST 384,14 546 55S 1 723 ry47„ m52 ,4 121E,14r u2 1001 1326 1697 212] 2630 AID 420 ]09 105034 1694 1959 t4'-8'(776� PRESTRESSED NR. NRNR NR NR NR NR NR 14'-8'(176') PRESTRESSED N.R. 284 89 74'-8°(1761 PRESTRESSED 239 32] 519 y, 6T 113 ,n 976 94 1129ur 458 1370 1902 2245 25D 2]12 249 390 B55 96'824 1626 n IB74 i5'-4' 784 PRE$TRE$$ED � NR. NB NR NR NR NR NR 15'-4"(184') PRESTRESSED N:R, 259 82 15'-4"(784� PRESTRESSED412 224 302 485 1, 626 ,7 1, 909 , 1052( 1250 1]33 205E 2320 2513 230 364 809 89]24 1552 1, 1801NR 1Y-4'(208� PRESTRESSED N.R. NR NR NR NR NR 1T-4"(208� PRESTRESSED N.R. 194 fi3 1T-4"(2Q8� PRESTRESSED 117 255 404 1¢ 520 a7 754 , 872 v 3G 950 1326' 1609 1849 20g7 192 303 500 ]}2 993 1260p4 147094, 19'-4'(232� PRESTRESSED N.R. ma NR NR NR NR NR 19'-4'(2321 PRESTRESSED N.R. 148 51 19'-4"(232'T PRESTRESSED 162 222 347 ,,, 446 „ Safi.,, sasry 746 ,,,r 2v 750 1037 12V 1515 1716 166 26! 57 ,4 1225 "NR 21'-4'(256� PRESTRESSED N.R. NR NR NR NR NR 21'-4"(256� PRESTRESSED N.R. 125 42 21'-4"(256� PRESTRESSED 142 198 .N16 y, 393 ,,, 4B0 „ 5E7 „ 654 „ ;qB gob 845 111a 1ss9 1a68 142 2}9 369 Sat 7121 903 „ 180 046 „> 22'-0'(2641 PRESTRESSED N,R. NR NR N5 NR NR NR NA 22'-0"(264°) PRESTRESSED N.R. 11 6 39 22'-O'(2641 PRESTRESSED 137 192 295 1 IDB „ 461 ,0 545 „ 629 n 155 315 S4 7B4 ipa] 12e5 1399 13 221 354 SOB fi61 861 99] n 24'-0-(288� PRESTRESSED N.R. N9. NR NR NR NR NR NR 24•-0•(468•) PRESTRESSED N.R. 91 33. 24'-0"(288 —PRESTRESSED t94 424 ns 200 267", 316 "1 450 a1s ,o 600 A a91 756 v sss B75 129 2`A 4A 664 081 ib92 1222 (f) THE NUMBERS IN PARENTHESIS GR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS FOR 4 SEE NOT[ 18 (#) THE NUMBERS IN PARENTHESIS FOR GR40 FIELD ADDED REBAR. ARE PERCENT REDUCTIONS - ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' b "CASCRETE, JUNE 2003 EDITION - - PRECAST PRODUCTS BY OTHERS TO MEET or EXCEED VALUES STATED ABOVE - - ALL PRECAST PRODUCTS ARE TO BE INSTALLED fYER MANUFACTURERS SPECIFICATIONS - - PROVIDE MINIMUM 4" of BEARING PAST EACH SIDE of WINDOW OPENING - 3'-0' SPLICE AT MEMBERS (61) AT COMMON VERT. MEMBER ( NAILER VERT. WEB \� i ► ©� 0 ieT AS 0 'IS#-" -SPECIAL CONNECTION ...............— — — ALT. 6-BOLTS W/ 2 GIRDERS a 6 (VER/PLAN) 5 VER._' ............... __T. AL___ OFFS ET to AVOID ADJ. GIRDER SIDE -A SIDE -B i3 CAP : 10"W X 16"H X "W" W/ 3/4" THRU-BOLTS (3 or 6 IF SPLIT GDR) 6. 1, +G 1/4-1 3 � VER. SIDE —A SIDE—B i2 CAP : 8"W X 11"H X "W" W/ (2) 3/4" THRU-BOLTS File Copy CAP : 121 X 7"W W/ (3) 3/4" X 71 "NELSON STUDS" TYPICAL CAP CDR + 1/4 .RECESS - T" COLUMN PER PLAN — — RECESS_ :.:. �. ■ a: ; . :" ALT. RECESS GRIOUT TYPICAL :.:.....C....�..r.. . . � u 1 BASE PL — a (4) ANCHORS I .:b........9. ��.. I � � 7iil" ,(u1. � � VER. L---- — 12" STL. PLATE + 3" /. 2 cl�.:1r1 ■ T35 4 W46 (3) ANCHORS 5" W/ CORNER COL " 4 4" TYPICAL BASE i TYP. COLUMN : TUBE STEEL, SIZE PER PLAN, TYP., FILLED SOLID FRONT SIDE T O P TYP. SEAT PLATE : 1/2"T STEEL FOR ALL GIRDER BEARINGS TYP. G HANGER to MASONRY : 4 -WEDGE ANCHORS TYP. BASE PLATE : SIZE ABV, X 3 4"T STEEL TYP. W 7 8" HOLES LV / / / GIRDER - - t TH U o HANGER : ((2 R BOLTS O l� FOR 3/4" WEDGE ANCHORS TYP. BALCONY SLAB : 2" RECESS W/ 4" EMBED, U.N.O. WEDGE ANCHORS : 3/4" Dia. x 4" EMB. HILTI "KW1K-BOLT II" ALL OTHER SLAB : 4" RECESS W/ 6" EMBED, U.N.O. THRU-BOLTS : 3/4" Dia, W/ NUTS and WASHERS _ STEEL COLUMN DETAIL CdRDER to MASONRY - ALL STEEL TO BE CON'T 1/4" FILLET WELD TYP. - N. T. S. �� - 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. - - ALL STEEL TO BE 1/4" ASTM A36 U.N.O. - - PROVIDE 13/16" HOLES FOR ALL BOLTS AS REQUIRED - - PROVIDE 13/16" Dia. HOLES FOR ALL BOLTS AS REQUIRED - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - - PAINT FINAL ASSEMBLY - - CONTRACTOR TO VERIFY FIT - Hlf- ASSUMES 5 1/2"H BOTTOM CHORD (ADJUST ACCORDINGLY) - - FIELD VERIFY ALL CONDITIONS PRIOR TO FABRICATION - - TRUSS CO. T6 PROVIDE ADD'T VERT. FOR BOLTS AS REQ. - - GDR "W" IS DEPENDANT ON NUMBER OF PILES PER TRUSS CO - - GDR "W" IS DEPENDANT ON NUMBER OF PLIES PER TRUSS CO - - ALL WEDGE ANCHORS to BE STAINLESS STEEL ALL STEEL FOR SPECIAL CONNECTIONS TO BE GALVANIZED REVISIONS: MODEL: 6519 COMMUNITY: RIVERBEND LOT #: 38 DRAWN BY: SM/RC CHECKED BY: RC/VH DATE: 03-10-17 SHEET DESCRIPTION: STRUCTURAL NOTES, MISC. SCHEDULES & f7S -1} DETAILS ELEVATION: D M I S C E L L A N E O U S I 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 O 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 2 ANYWHERE BETW. FUR. TRUSSES) OAT 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 9 at ENDS & 24" O.C. TYP. SB wSTRONGBACK" DETAIL N. T. S. - "STRONGBACK" SPEC. ABOVE IS TO BE INSTALLED IN ABSENCE of REQUIREMENTS FROM THE TRUSS MANUF. CO. - "STRONGBACKS" TO BE LOCATED MIN. 8 FT. O.C. THROUGH FLOOR -TRUSS SPAN. - ADD 2 X 4 "X" - BRACE EVERY 20 FT. LENGTH. PER TRUSS TRUSS BELOW TRUSS BELOW PERPENDICULAR PARALLEL 0 TOP/BOTTOM PLATE : 2 X 6 SYP # 2 W/ (3) 10D NAILS TO BLOCKING or TRUSS ABOVE & BELOW TYPICAL. (ALT. 10D NAILS TRUSS GIRDER ALONG TRUSS 6" O.C.) O WALL : 2 X 6 SYP # 2 STUDS 16' O.C. 5 x W/ (3) 10D TOE -NAILS TO TOP/BOT. OUT g PLATE TYPICAL 3 6 O3 SHEATHING : APPLY TO OUTSIDE PER "SDI" FASTENER SCHEDULE" ON SHEET ® BLOCKING : 2 X 4 SYP # 2 at 24" O.C. W/ (3) 10D TOE -NAILS (2/1 PER SIDE) AT EA. END TO TRUSS MASONRY WALL O5 NAILER 1 : 2 X 4 SYP # 2 W/ (3) 10D NAILS AT TRUSS TOP/BOT. CHORD & EA. PLAN WEB IN BETWEEN O O O NAILER 2: 2 X 4 SYP # 2 P.T. W/ 1/4" 1 n TAPCONS W/ 2 EMBED 12 O.C. TO L MASONRY 8jN-FILL FRAME WALL N. T. S. -SEE PLAN FOR EXACT LOCATIONS - 1600 S. DIXIE HWY. STE 400 BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 SHEET: SDI^_///, 0 9TF ; I !O Op ; LNG, MAR 10 2017 E.B. # 7686 P.E. 72387 WALL SECTIONS ROOF : BY OTHERS OVER 5/8" C.D.X. PLYWOOD (SEE ARCH. PLANS) *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. PI ELEV ! T. of WINDOWS PER ELEVATIONS -_ SILLS : 8" X 8" BOND -BEAM or POURED CONIC. 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. RECESS : 1 1/2" TYP. AROUND EXTERIOR PERIMETER WALL 4" MIN., GRADE to T. of SLAB FIN. GRAI 12" MIN., GRADE lllli� to B. of FIG. SLOPE PER ELEV. 12" TRUSSES : APP. ENGINEERED WOOD at 24" O.C. ALL TRUSS BRACING -- 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-1" : TYP. at TOP of 1ST or 2ND FLR. MASONRY WALLS SUPPORTING ROOF TRUSSES to BE 8" X 16- LINTEL BLOCK COURSES W/ STEEL IN POURED CONCRETE, U.N.O. (S BEAM SCHEDULE) I' 1 ALT. DROP LINTELS 4_. OVER OPENINGS W/ z STEEL PER PLAN � � FOOTINGS :SEE FOOTING SCHEDULE `.:` (FOUNDATION PLAN) FOR SIZE & STL REQ. SLAB :SEE FOUNDATION PLAN FOR EXACT SIZE AND STEEL OVER APPROVED VAPOR o BARRIER OVER WELL COMPACTED POISONED : I;; (SEE FOUNDATION PLAN for ANY ADD'T STL.) 1 WALL SECTION I 41E - REFER TO "TRUSS ANCHOR SCHEDULE" on "FLOOR/ROOF LAYOUT" PLAN" - N. T. S. - NAIL ALL SHEATHING PER "FASTENER SCHEDULE" ON SHEET "SDI" - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO - "NAIL DBL TOP PLATE TOGETHER W/ 10D GUN -NAILS ( TRUSS t0 2ND AT 12" O.C. W/ 48" LAPS W/ (12) 10D GUN -NAILS FLOOR T. WALL HEADER WALLtO MSNRY ALT. FEADER _ 2� O 24S/O CST SEE R 0I4 , • DBL PL W ROOF LAYOUT FOR PER PLAN 2 t ANCHOR SPEC = a!'"�// 2 10D NA14S 9 O TOP PL. to WALL : I PER PLAN 2 - 2 X S.Y.P. 2 W/ 12 ALT. DROPPED M1 ALT. FRAME DOWN .0 12 SIMPSON "SPH" 5 10D �, ALT. HEADER MISCELLANEOUS TRUSS O1 FOR ROOF TRUSSES SPANNING UP TO 10`-0"L SIMPSON "HGAM10" TO T. of BEAM W/ 4 SOS to 1/4" X 1-i/2" SCREWS TO TRUSS W/ �43 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 MI SED DOWEL - NO MULTIPLE QUANTITY RESTRICTIONS - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED SEPARATELY ON A CASE BY CASE BASIS - INSTALL AS PER MANUF. SPECIFICATIONS TYP. REPAIR DETA�.S 8 - NO MULTIPLE QUANTITY RESTRICTIONS - ANY MISSED GIRDERS ANCHORS TO BE ADDRESSED SEPARATELY ON A CASE BY CASE BASIS ADDT PAD -OUT : ADD ADD'T 2 X S.Y.P. # 2 AS r-A I- r-- a__ -c_, n REQUIRED W/ (2) ROWS OF 10D NAILS at 12" O.C. i', i 11�U A NAILER TO STEEL : 2 X S.Y.P. # 2 W/ f ri .177" X 1/2" EMB. "P,A.F." (PINS) at 16" O.C. or 1/4" X 2 3/4" SELF -TAPPING nl SCREWS ( n, STEEL COLUMN PAD -OUT EXT - MASONRY WALL INT NAILER 2 /—(P.T.AT CMU)W/ 1/4" X 2 6" LG TAPCONS AT 8" O.C. MASONRY WALL EXT M NAILER : (1) 2 X S.Y.P. # 2 P.T. TO CMU WALL W/ 1/4" X 6" LG TAPCONS AT 8" O.C. �STUD : (4) 2 x S.Y.P. # 2 W/ 1Od NAILS at 6" O.C. AS SHOWN WOOD WALL : SEE PLAN FOR WIDTH WOOD TO MASONRY 8" WALLI WALL EXT INT WOOD STUDS :(6) 2 x 6 fa S.Y.P. # 2 W/ 10d NAILS at 6" O.C. AS SHOWN [it i WOOD STUDS 1: (2) 2 x 8 S.Y.P. # 2 W/ 10d NAILS at 4" C. WOOD STUDS 2 :(4) 2 x 6 S.Y.P. # 2 W 10d NAILS at 6" D.C. A SHOWN J �-i WOOD WALL : SEE PLAN FOR WIDTH WOOD TO WOOD CORNER WALL CONNECTION DETAILS kill vim , r rJ olvTOP CHORD 4f -PER PLAN j1►� -' '-- §%D NSt3®tti?Li . 11 €. O •,rSIT TRUSS��� III®� ,•r�'. BY OTHERS 8 10 7 ONO ALLEL PER PLAN-- 18 \ (SIMPSON "SPH" N/A W/ SLOP D TRS/G R) O BLOCKING 1 : 2 X 4 P.T. WOOD BLOCKING, ANCHOR to MASONRY W/ 1/4` TAPCONS W/ ;>♦ M 7 2ND FLR STUDS to 1ST FLR. WALL 2 EMBED AT MIDDLE OF BLOCK (MIN. 3 PER BLOCK) 2 -- to 18T - STUDS IN LINE : SIMPSON "MSTA49" W/ 7 - 1OD EA. END - STUDS NOT IN LANE : N "LSTA 6" W/ 9 -10D t° 3 2 O BLOCKING 2: 2 X 6 S.Y.P. 2 AT PLYWOOD SEAMS AT 24" O.C., W 2 10D NAILS EA. END W/1 1ST TRUSS SPACE W SIMPSON "H3" CUP PLACED ( ) / 2ND FLR. STUD & 1ST FLR. DBL. TOP PLATE (WRAP) FLR. li FLOOR 12 ® 2ND FLR STUDS to GIRDER : SIMPSON W/ 7 - 10D HORIZONTAL HORIZONTAL W/ 4) 8D NAILS EA. END TO NAILER ( o II o NAILS EA. END TYP. O TRUSS to MASONRY : SIMPSON 'HU48" W 6 10D NAILS TO TRUSS 3 SIDE W / O (/ ) / 3 (14) 1/4' X 2 3/4'L TITEN 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) ®NNIfR : 2 X 6 P.T. CON'T W/ 1/2" EXPANSION BOLTS W/ 4" EMBED W/ III 1 &ANCHOR FROM "NOTCHED STUD" W/ 10D NAILS at 8' O.C. WASHERS AT 24" O.C. I�--- 10 RIBBON : 2 X 4 S.Y.P. # 2 CON'T W/ 3 - 16D NAILS to EA, TRS. HANGER BEARING T of MSNRY or SLAB ° TB. ALT. REC. ®'I . PLATE to SLAB :1/2" X 6" EMB. WEDGE-ANCtfOR 24` O.C. W. 3" X 3" X 1/4" WSSHR& IN 9/i6" HOLE CENTERED- SPACE O 1 FROM EA. CORNER & 6" FRO EA. SIDE OF FLICES- E5 (EMB. IS FROM LOWEST SLAB ELEV. at RECESSED AREAS) 12 FIRESTOP BLOCKING : 2 X S.Y.P. # 2 AS REQUIRED PER CODE ALT. B. PLATE to MASONRY WALL : 1/4" TAPCONS W/ 3" EMBEDMENT at 6" O.C. (CENTERED) r "CiT" STRAP PER "TRUSS ANCHOR SCHEDULE" ON ROOF/FLOOR LAYOUT W/ 1/4" X 31 TAPCONS at EACH STUD TYPICAL I 14 CORNER : TYP. 3 - STUD AS REQ. PER PLAN 5® HEADER : PROVIDE NO, 2 ANCHORS at TOP of WALL OVER HEADER 24" D.C. (MIN. 3) AS SHOWN W 1) - SIMPSON LSTA18" STRAP FROM H ADER TO EA, JACK STUD BELOW (MIN. 2 JACK STUDS EA. SIDE of OPNGSS / 7 - 10D NAILS EA, END TYP. NAIL STUDS TOGETHER W� 16D at 6" O.C. EA. PLY & END -NAIL to TOP/BIT. PLAT W/ 2 - i6D. (PROVIDE (1) FULL HGT. STUD FOR OPNGS 54 W or LESS and (2) STUDS FOR OPNGS 55'W and GREATER) ® ALT. DROPPED HEADER : PROVIDE NO. 02 ANCHORS PER ABOVE TO EACH CRIPPLE STUD 16" O.C. W/ (2) SIMPSON "113"CUPS to HEADER (MAY BE LACED ON INSIDE & OUTSIDE or BOTH PLACED ON INSIDE or OUTSIDE) ®SILL at OPENING :3 - 2 X 4 S.Y.P. # 2 NAILED TOGETHER W/ 16D NAILS at 6" O.C. STAGGERED EA. FACE W/ 2 - 16D END -NAILS FROM 1ST JACK STUD to EA. SILL PLATE 17 SILL PLATE ANCHOR at OPNG. :16D NAILS at 4" O.C. THRU-OUT OPNG. & MIN. 36" PAST EA. SIDE TYP. (NO BOTTOM > SPLICE ALLOWED FOR 36" PAST EA. SIDE of OPNG. TYP.) MISC ANCHOR : FLOOR TRUSS & CRIPPLE S - - 1 18 ( STUD) 3 OD TOE -NAILS 19 SHEATHING : AT 2ND FLOOR, NAIL to ALL "RIBBONS" W/ 8D 0 3" O.C. TYP. SEE "FASTENER SCHEDULE" ON SHEET "SDi" FOR ALL O ER NAILING REQ. ® SHEATHING : AT 1ST FLOOR PER PLAN AS ONLY REQUIRED PER "SHEARWALL" DETAIL O ABOVE O FRAME BEARING WALL SEE PLAN FOR WALL SIZE TO APPLY ABOVE WALL SECTION 3 - SEE "TRUSS ANCHOR SCHEDULE" ON PLANS FOR ALL OTHER ANCHOR SPECC§ N,T.5. ©O - SHEATHING :NAIL to ALL "RIBBONS" W/ 8D at 3" O.C. TYP. SEE "FASTENER SCHEDULE" ON SHEET "SSDi" FOR ALL OTHER NAILING REQ. - THIS DETAIL SATISFIES ALL "SHEARWALL" CONDITIONS - SEE FLOOR/ROOF FRAMING PLAN FOR DETAIL REFERENCE - SEE ARCHITECTURAL PLANS FOR ALL OTHER INFO. - THIS DETAIL DOES NOT APPLY AT "CLERESTORY" AREAS - SEE DETAIL "1" ABOVE FOR ALL OTHER TYP. INFORMATION to APPLY WINNOW STUD to B. PLATE : MIN. 2 - 16D TOE -NAILS (1/SIDE) 2ND F L R B. PLATE to FLOOR : 16D NAILS 0 8" O.C. to TRUSS GYPCRETE DECK OVER. T. Of FLOOR 3/4' C.D.X. T & G PLYWD _ 2ND F.F.. STt10 to FLOOR TRUSS : SIMPSON "MSTA36° W/ 6 - 10D NAILS to STUD & TRUSS (or 3 to TOP/BOT CHORD (12 TOT.) DIAGONAL BRACE : 2 x 4 S.Y.P. # 2 N 24" O.C. W/ 3 - 16D NAILS to TOP/BOT. CHORDS ® EA. END 1ST FLR. of T. Tf - - _ ---------- TIE -BEAM DBL "SYSTEM 24" (FLAT TRUSS)) to MASONRY : i1 SIMPSON "META20r MIN. at 18' D.C. W/ 6 - IOD NAILS (or 3 to TOP/BOT. CHORD) AT INSIDE of TRUSS 18 T FLR II ; PARALLEL II STUD to FLOOR TRUSS : SIMPSON "MSTA36" W/ 6 - 10D NAILS to EACH STUD and 3 - 10D to TOP & BOT. RIBBON (12 TOTAL) 2ND F L R STUD to B. PLATE MIN. 2 - 16D TOE -NAILS (1/SIDE) 2ND F.F.. B. PLATE to FLOOR : zo 16D NAILS 0 8" O.C. to RIBBON LOOK BY OTHERS �m TOP & BOT RIBBON to TRUSS 2 x 6 S.Y.P. # 2 CON'T W/ 5 -16D �mm NAILS TO EA. FLOOR TRUSS T. of 1ST FLR. 'SYSTEM 42" TRUSS to MASONRY : ------- TIE-BEAM (2)-SIMPSON "META20"MIN. W/ 8 - 10D NAILS PER EA. STRAP to TRUSS (1/SIDE) 1ST FLR I I PERPENDICULAR 'III ',• MASONRY BEARING OM SEE PLAN FOR WALL SIZE TO APPLY ABOVE OEM TYPICAL DETAILS CONC. BEAM STL. CORNER BAR BOND -BEAM STL CORNER BAR LAP OUTER STL. ONLY1�'et CROSS INSIDE STL. 1' T._of BM 5T. T '__ ADD W/ ALT. MID -STEEL �i___ 1i� ADD W/ DBL. BOND -BEAM ELEVATION PLAN ELEVATION PLAN CONCRETE BEAM BOND -BEAM MASONRY TYP. > > Y COMER - LAP ALL STEEL PER MIN. REQUIREMENTS AS N. T. S. STATED IN "STRUCTURAL NOTES (SHEET "SD1") - 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. " 4041FADDT 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 1 x S,Y.P. # 2 BUCK 2 X S.Y.P. # 2 P.T. NAILER W/ 8D NAILS a 6" O.C. .177" X 1/ " EMB. "P.A.F." (PINS) OR AS REQUIRED at 16" O.C. to STL. COLUMN or 1/4" 2 x S.Y.P. # 2 BUCK X 2 3/4" SELF -TAPPING SCREWS 10D NAILS at 6 01 ©- STE& COLUMN (NAILER - OD -FRAME WALL BUCK - © PMTELO/:�ARIAASR.W1/4 TAPCONS R-DOOR TERIOR DOOR W/ 2" EMBED 12" O.C. STAGGERED X JAMB WiDTH ©PAD -OUT 2 TO "PAD -OUT 1" : 1X or 2X .T. BUCK SYP # 2 W/ TAPCONS PER ABOVE or 10D - NAILS (2X) or 8D NAILS (1X) 10' O.C. STAGGERED MASONRY WALL and COLUMN PER PLAN WINDOW S.G.D. SIDE JAMB 1 X 4 ALT. P.T. BUCK 1@P JAMB WINDOW S G. D. - BUCK to PAD OUT : 10D or BD NAILS PER WPM- W ABOVE (NOT STAGGERED) 'TL- 2 O THIS DIAGRAM IS AGENERALDEPICTION o11 f " DIM• '•"S. SPECIFIED. VERIFY EXACT LOCATION of BUCKS PER MANUFACTURERS REQUIREMENTS. SEE ARCHITECTURALS) 4IE SEE"FASTENER SCHEDULE" on SHEET SDi - BUCK to MASONRY ANCHOR - COIL NAILS or "C.M.S." ANCHORS PER FASTENER SCHEDULE ON SHEET SDI W7 DOW S.G.D. FRAME ANCHOR - ANCHOR THRU BUCK TO MASO RY W �CM.S. CONCRETE MASONRY SCREW ANCHORS SEE WINDOW MANUFACTPIFICATIONS FOR TAPCONS SIZE and SPACING FOR ASSEMBLIES TO MEET DESIGN PRESSURES AS STATED ON ARCHITECTURAL PLANS. - DOOR FRAME ANCHOR - PER MANUFACTURERS SPECS. SEE DETAIL "7" FOR WALL CONNECTIONS AT ROOF TY I,II PEA�R-- PLAN If—WALL STUDS N I (FNd} ---- l# ----- 24" ROOF TRUSS O NAILER : CON'T 2 X 4 S.Y.P. # 2 W/ (3) 10D NAILS TO EA. STUD WALL : 2 X S.Y.P. # 2 STUDS PER PLAN 16" O.C. CON'T FROM B. of FLOOR -TRUSS BRIG. O WALL to WALL : SIMPSON "SP" W/ (6) 10D X 1.51 NAILS (3/SIDE) 0 1 FLOOR 3 TRUSS ~o Y v I Y1 O FLOTO OR-TRUSS PLATE SIMPSON CLIP W/ 8DNA. III I\ EA. END. (FILL ALL HOLES) n� BOTTOM CHORD BRG. BJ W/ ROOF 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 g 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 NON - I-LFT FLOOR TRUSS BRG. AI Ir FOLLOW D-7F (AT LEFh WITH ALT. ANCHORS ABOVE ® SHEATHING : RUN 5/8" EXTERIOR PLYWOOD SHEATHING CONTINUOUS to FOUNDATION on (1) FACE of WALL W/ BD 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 A�RWNTD TOP CHORD R � ww Moll jBY OTHERS EL PERPENDICULAR PARALL 2u� I 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. BLOCKING 2: 2 X 6 S.Y.P. # 2 AT PLYWOOD SEAMS AT 24" O.C., W/ (2) 10D NAILS EA. END W/I 1ST TRUSS SPACE W/ SIMPSON "113" CLIP PLACED HORIZONTAL W/ (4) 8D NAILS EA. END TO NAILER ® FLOOR-TRUSS0DDX LO MANSIMPSON A16" AILS (FILL ALL HOLES) OTOP CHORD BEARING BUCK to MASONRY : SEE "PRODUCT APPROVAL" FOR ALL APPROVED ANCHOR TYPES GARAGE DOOR BUCK : 2 x 6 S.P. t P.T. WOOD BY OTHERS FA c1nF nF r•ne F.F.r(a nnna 7 r El•'� GARAGE DOOR OPNG. MASONRY WALL J MASONRY COLUMN (C.B.S. OR "0" BLK) SGARAGE "BUCK" DTL. - REINF. TO BE CON'T FROM FTG. TO TIE -BEAM W ALL N. T. S. "ACI" DETAILS & DEVELOPMENT LENGTHS ADHERE[ TO. - GARAGE DOOR MANUF. TO PROVIDE ATTACHMENT TO "BUCK" PROVIDE HOOK BAR 10" INTO CELLS (Uor DOWN) (TOP STEEL ONLY) W/ 30" 30" LAPP TO BOND- EAM STEEL UPPER BOND -BEAM STEEL CON'T IN CONCRETE FILLED yy;j'; jj(:..'. �, "LINTEL BLOCK/S" g DOWEL STEEL in CONCRETE T. OF BEAM AS REQ, FILLED CELL CONTINUOUS --- `:' HOOKED INTO BEAM. • BB-1" STEEL TIE -BEAM STEP DOWN 1 , "BB-2" STEEL AS REQ. AS REQ. � 30" TYP. STEEL LOCATION LOWER BOND -BEAM STEEL CON'T IN CONCRETE FILLED "LINTEL BLOCK/S" 206 TYP. BOND -BEAM STEP - SEE FLOOR/ROOF L.O. FOR ALL STEPS IN BOND -BEAMS - N. T S. _SE 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 BE AM, 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, DIACONAL BARS REQUIRED WHERE "C" EXCEEDS i6" 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 n l 11 l CROSS W1 MU 1. ARCH ;A, Iti n = m r `CROSS W/ MULT ARCH -NON )'lle Copy BOTTOM CHORD OF PRE-FAB LATERAL BRACE : 1 x 4 S.Y.P. # 2, TRUSSES ® 24" O.C., TYP. L FASTEN TO TOP of EA. TRUSS BOT. (SHOWN IN PLAN VIEW) CHORD W/ 3 - 10D NAILS TYP, �46 � a o W C L 0 0 o "W BRACE : 2 x 4 S.Y. P. # 2, FASTEN TO TOP of EA. TRUSS BOT. CHORD W/ 3 - 10D NAILS TYP. V (PROVIDE AT 20' INTERVALS) 45L�,: ALT. O PER PLAN CATS : 2 x 6 S Y.P. # 2 (FLAT) CATS at 30" O.C. W/ (4) 1/4" x 2" EMB. C TAPCONS to BEAM W/ 3 - 16D NAILS NAILS FROM EA. TRUSS TYP. (USE ALT. 'Al" ANCHOR at 24" D.C. FOR TRUSS THAT RUNS ON TOP of WALL) DIAGONAL BRACE : 2 x 4 S.Y.P. # 2 at 24" O.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) TRUSS BRACING \- '/ - SEE ROOF LAYOUT FOR TYP. LOCATIONS - N. T. S. )ROPE"V✓-SET" TRUSS for OUTLOOKER OUTLOOKER : MIN. 2 X 6 S.Y.P. # 2 at 24" O.C. W/ 3 - 10D TOE -NAILS to 1ST TRUSS IN, W. SIMPSON"A34" W/ 4 - 8D NAILS to TR SS & OUTLOOKER (2 LOC.) "OUTLOOKER" to BEAM :SIMPSON "META16" W/ 5 - 10D x 1 1/2" NAILS EA. ANCHOR TYP. 8" FASCIA : SEE DETAIL 1 BLOCKING : 2 x 4 P.T. BETW. ALL "OUTLOOKERS" W/ 2 - i6D NAILS EA. END. TYP. REVISIONS: „D • P( / A„ 41E41E IK q• -' I' % „D„ >'' BLOCKING ; 2 X 4 S.Y.P. # 2 at ROOF 8" ---- -- SHTG. PAN . ' -- --- EL JOINTS 2ND TRUSS IN I I l• i l FASTEN TO TRUSS TOP( CHORD W/ ) TV.SHEET DATA YIW xf�xlt 3 - 10D TOE -NAILS STL. COL. MSNRY WALL MSNRY WALL STL. COL RAKE BEAM : PER MULTIPLE SONOTUBE SONOTUBE SIDE LAT. BRACE RAT -RUNS :PER DTL. 39 MASONRY (SEE ROOF L 0. FOR LOCATIONS) DETAIL °m" BELOW i1E 41E -SEE "L" or F" BELOW - ` 1 MODEL: 6519 - VERIFY ALL LT. ARCH I IN FIELD - COMMUNITY: RIVERBEND ------------------------ ELOW FOR ALT. ARCH IF BEAM POURED STRAIGHT - - --2-x 4 S.P. # 2 NAILER :RUN CON'T ALONG LOT #: 3$ - SEE PLAN FOR DETAIL SUGGESTED TO USE - BOT. CHORD LINE, ANCHOR TO MASONRY *ANGLE BRACE : 2 X 6 S.Y.P. # 2 at 45 DEG, ANCHOR TO x 2" EMB. TAPCONS ®24" O.C. I' DRAWN BY: SM/RC P.T. FRAME W/ 3 - 10 at EA. END �/p�/� /�/�� L (PLACE of FRONT & REEAR FOR ARCHWAYS GRTR. THAN 8"W) 1 11 IVAL ROOF OVB*i!'M CHECKED BY: RC/VH ALT. TOP PL to TRUSS : 2 X 6 S.Y.P. 2 MIN. HGT : 1 1 2" W/ 2 X DATE: 03-10-17 W/ 3 - 16D NAILS to EACH TRUSS TY TOP FRAME M BER p��ppKERR�P�G/ OUTLOOKER TO DBL. TOP PLATE za RppF pNE SIMPSON "Hi" W/ (6) 8D NAILS SHEET DESCRIPTION: TO TRUSS W 4 8D NAILS TO PLATE WNDW BUCK : 1 X 2 P.I.00^ TO EA.WBLOCK 7yp NLS6•� STUD TO TOP PLATE/HEADER : WALL SECTIONS CX 1/2 CFICIE �( oa ilp IM (FILL AL "HOL W/ 8D NAILS TYPICAL DETAILS � (FILL ALL HOLES) BLOCKING :MIN. 2 X 4 S.Y.P. # 2 SPACED ��� 6" APART. ANCHOR to SHEATHING W/ <wo 3 - 10D NAILS EA. SIDE o o z *SIDES- P.A.F.2 X 8 P.T. W�.145" X i LT. ova ELEVATION: j� I EMB. P.A(PINS) at 6 O.C. Wf ALT. I 316"X11 2 EM B. B. `CMS " ANC. at 12 O.C. IN. 3 I 41ETOP- 2 X B P.T. W/ 3/16" X 1 1/2" B. "C.M.S." a o;-' TYPICAL HEADER GARAGE: RIGHT ANC. at 8" O.C,,(AGE O.H.EYEBROW & 1/2 CIR.) I NOT REQ,_at wNAGE H.. p00RS or OPEN (i) JACK STUD UNDER HEADER TYP I, ALT. 2 --- � f, 0 X 6/8 BLKKG.BW/f733 -/i0D NAILS/BLK/SDE�I ALT. 1/2' WEDGE ANCHOR W/ 4" EMB. (1/SDE) WINDOW BUCK DTL FOR TYP. BUCKS) WINDOW OPNr III TO W-e nANr II NO LENGTH REQ. for GAR. O.H. DOORS or OPEN'LANAI/PATIO" ARCHWAYS Q FRAME - ARCHWAYS ABOVE ASSUMED TO BE 8"W, and INCREASE LUMBER SIZE ACCORDINGLY FOR 12" WIDE ARCHES 41F - USE 2 - 2 X 6 MATERIAL FOR 16"W ARCHES - ATTACH WiRE LATH & 5/8" SHEATHING PER "FASTENER SCHEDULE" (SHEET SD1) - 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 REQUIRED - TOP VIEW 12" MIN. "-10" T. of BEAM ID 11,11 HIM IIIII III InPROVIDE SLOT/S :• ': �' ' FOR STEEL & GROUT TO POUR THROUGH ell PROVIDE 1 # 4 BAR HORIZ. TYP. A� `V 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 g LINTEL - APPLICATION IS FOR ARCHWAYS UP TOP 16"W - - DO NOT CUT LINTEL STEEL - iIF41F - SEE "F" ABOVE FOR ALT. APPROVED ARCHWAY AS REQUIRED - ;1 TYP. ARCH OPENINGS - VERIFY ALL CONDITIONS IN FIELD - [(M- W/ (2) FULL HGT. STUDS ®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 B"W X 8"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 fPENINGS, TIED TO ONE SIDE OF BEAM STEEL, TYP. FILL ALL MASONRY SOLID to t: " RAKE BEAM OPENING TYP, # 5 DOWELS FROM B R E N N A N 30" x 30" CORNER BAR, PRECAST to RAKE BEAM t TIE TO RAKE BEAM and TIE -BEAM STEEL TYP. ENGINEERING INC. ALLOW +/- 2" BELOW 12 ' TRUSS TOP CHORD, VER. �y STD. or RSD. HEEL `: 1600 S. DIXIE HWY, STE 400 f� ' . I BOCA RATON, FLORIDA 33432 (561) 392-3748 E.B. # 7686 P.E. # 72387 TOP of STD. 1 I - TIE BEAM SHEET: I I MAX. 4'-8" I OVER OPNG. LINTEL or POURED CONC..BEAM PER PLAN � SD2 I I TYP. FILLED CELLS FROM FOUNDATION /�, I TO RAKE BEAM PER PLAN OPENING V igtoto % I III t45pdez L 1 _ WALL OPEG ��JcNYF� �! NO STEEL REQ. OVER OPENINGS LESS THAN 6' WIDE tea, IV a' e r IF GRTR THAN 6' PROV 1 AT PEAK & 4'-B" O.C. MAX. = O'. (OTHERWISE RUN STEEL CON'T FROM LOWER WALL PER PLAN) _ 'n) q • � N oMASONRY RAKE'FOle, m LALL MASONRY SOLID INTERMEDIATE ABOVE OPENING P BOND BEAME SHALL REQUIRED / Y ��A - NO ALONG RAKE WALL, U.N.O. - SEE "ROOF OVERHANG" ABOVE FOR ALL OTHER REQ. 9M1 Ii101128� GABLE -END DETAIL — �Lt. hASItNLK SGHLUULL SHLLI -SU7-) FUK ALL NAILINU SPECS — ' E.B. ! WV P.E. 72.X7/ I - FILL ALL MASONRY SOUD BOVE ANY OPENING TYP. 20' 4" 23' 4" 91 14" JCLG@11'4' CLG@12'0' CLG@13'0' CLG@14'0' TOB@10'4' TOB@12'0' it TOB @ 1T S' USP MC26 1 USP NSM 9 USP IUS26 16 USP TFID26 12 USE, THD26-2 1 USP THDH s 1 —OPY Ate COp.Y e^ � HEEL 5112^ 14 BL QJCIIIER , TYPICAL END DETAIL • ��ay"1y�J\ LryryYr. ev � N ca LULL dryI'Iy Eic LL GO I Q 0 =) Lr LL S a LLI 1. I p�rqqF af.6T Or6iwy . CbyN M4f '*,, A�'CN. boMT. 10, d ''I'E' tno .mW@ 4 "pi- SrPIJv T. To D I)id "nog usg, M SERIAL # 9 Clti °� 0 ftx ROOF 271.3,88 R2 FASCIA 0 ft HIP LINE 274,49 ft VALLEY LINE 103.28 ft SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED BLDR TO VERIFY CALCUTATIONS s 6 V O 9 . ,e-a- ee\v lLL /11VVI V1\ IL\V VV IV I LEDGER CONNECTIONS BY BUILDER d = E (UNLESS NOTED OTHERWISE) m a o .3 0 NOTE: ALL CEILING DROPS BELOW BEAM ARE 3 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 E. e STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. _> a_ > e REFER TO THE INDIVIDUAL TRUSS ENGINEERING -o 03 0' DRAWINGS FOR GRAVITY AND UPLIFT LOADS. a t = e c m e m»sue FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD = A -o L — c h a r = O m n w e `e REPRESENTS THE LEFT SIDE OF = el EACH TRUSS DRAWING - r c C A, 1US24 N z THD46 z=€ D a o d3 e B.- JUS26 O MSH422 o.._. Le. 'r-' e e o O THD26 MUS26 o "s C Via w c ` � \D) THD28 O`_ HJC26 m E d E s E -D E> THD26-2 O GTWS2T 3 m `e OF THD28-2 THDH26-3 w c. G s E O JUS46 o. e � •e � m e = � e l HBB HANGER BY BUILDER LOADING ROOF FLOOR WIND LOAD CJ D •— 4J .D 'O o +9e a � LIVE LOAD I 20 0 ASCE 7-10 R 5 DEAD LOAD 15 0 170 MPH EXP C o LIVE LOAD 10* 0 CATEGORY II �� 0 0 _ =_ _ _ o m c�i DEAD LOAD 10 0 ENCLOSED � o a =_ e s r •,� m d n a E v TOTAL LOAD 45 0 FBC - 2014 I w 6 . w C e O a DURATION FACTOR 1.25 1.00 TPI - 2007 e o y ro e E ,^ e 9 ,E iEV, DATE BY REMARKS ._ E t O N = _ e Ol .5 _ c v e v 0 .r E. a r z •� o o c ` rn o of h C O NI 9 a L O C gr _ O y 1 O •3 'O •QJ w > o ? e E_ 3 r = E d o o o - E '^ m s m •- o e It is understood that above conditions have been reviewed ❑ APPROVED & are acceptable for the 2 fabrication at trusses, ❑ APPROVED AS NOTED Q E a e elevations pitches overhangs REVISE AND RESUBMIT fascias,ceiling elevations/pitches bearing d of d � o conditions & all detail pertaining REJECTED M ' d o '_ o Le S to this truss placement plan. No E r _ s -D C OJ = " _ " a back charges will be accepted " ,=Oi, D, N DATE I='="� °' e'e �s without previous written N E o 3 approval from an A-1 Roof s e e W Trusses representative. REVIEWED BY E o e N e PLAN DATE ARCH: 1/27/2017 STRUCT: 2/26/2017 EE 'd N e d d 'd c e — • 0 COMMNTY / LOT # RIVERBEND/ LOT38 BLDG I I BLDG TYPE # JOB # - MASTER DRAWN DATE 2/22/2017 AV t D= L o s _ E L 0 y n w N a c m =- •= e N O F OI Y O O V = E d o o c E= v e v e F XCAS651ODS e _ E = _ _ F o- v y � e e.• s __ E�==�=9E� SCALE M u = •— D � N.T.S. 'W ms.. �• o c IIZ iig e e RDOF =A=1 O o = TRUSSES z�=M��:E` i Wi t c o 'o o c e E A FLORIDA GORPORATION _ r Ph 772-409-1010/ Fax 772-409-1015 E e e o = http://www.aItruss.com N i 0 y W