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Home My WebLink AboutBuilding PlansCONCEALED FASTENERS OR ATTACHinul, ARE THE RESPONSIEILfTYOFTP CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST " REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT MANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER M COMLY W►TH A-LL PLICA 1 CODES; h ,m .•f"' ,5,.^,a x ;=i z; " I ST. LUCIE COL'1!TT']RUILd?IPICDIVISION REVIEWED FORyV[PTNCLF " o- REVIE DATE PLANS AND P RMIT MUST BE KEPT ON JOE OR NO INSI)1-1 ,> - N I, 5 r�� a to ^° im w, �R$ R w., ®-- AL_ 3h SPF�� . � F 3 • STATE OF FLORIDA S Q. FT. C ALC. ' S CERTIFIED BUILDING CONTRACTOR: I IVING 3688 50, FT, COVERED LANAI 212 SQ, FT. STANDARD PACIFIC HOMES m 825 CORAL RIDGE DR. COVERED ENTRY' 1i10 i SQ-FT. CORAL SPRINGS FL, 33701 COVEREDPORTICO 65 SQ FT. TEL: (954) 575-7300 COURTYARD 138 SQ. FT. GARAGE "} 463 SQ. FT. GARAGE 02 230 ' SQ. FT. TOTAL 'ELEv. "A" 4906 SQ. FT, • STATE OF FLORIDA molim PROFESSIONAL ARCHITECT: JAMES CANTWELL AR No. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774 4078 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS *ALL LOCAL AND STATE CODES • OCCUPANCY RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B BASIC WIND SPEED(VULT) 170 MPH EXPOSURE C • 1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES • SEE STRUCTURAL DRAWINGS FOR MORE ` INFO SPECIFIC PARAMETERS FROM FBC 2014 CH. R44 USED FOR MANSORY AND WOOD: • R301.1 EXCEPTION HIGH VELOCITY HURRICANE ZONE DESIGN IS BASED ON CHAPTER R44 FOR MANSORY AND WOOD. • AMERICAN SOCIETY OF CIVIL ENGINEERS 7-10 INDEX OF DRAWINGS - SHEET # DESCRIPTION C1 COVER PAGE PG S1.01 GENERAL NOTES GN GENERAL NOTES PG S1.02 TABLES Al FLOOR PLAN PG S2.01A FOUNDATION PLAN A1.1 WINDOW AND DOOR SCHEDULES PG S2.01.1A FOUNDATION PLAN A2A ELEVATION "A", FRONT & REAR PG S2.01.2 FOUNDATION PLAN A3A ELEVATION "A", LEFT & RIGHT PG S2.01:3A FOUNDATION PLAN A4A COURTYARD ELEVATIONS: ELEVATION "A" PG S2.02A FIRST LIFT BEAM PLAN A5A DETAILS: ELEVATION "A" PG S4.01A ROOF FRAMING PLAN A5A.1 DETAILS: ELEVATION "A" PG S5.01 SECTIONS AND DETAILS D1 DOOR & WINDOW DETAILS PG S5.02 SECTIONS AND DETAILS D2 MONOLITHIC 1-STORY "WALL SECTIONS AND MISC. DETAILS PG S5.03 SECTIONS AND DETAILS E1 ELECTRICAL FLOOR PLAN PG S5.04 SECTIONS AND DETAILS E2 ELECTRICAL PANELS & RISER' DIAGRAM PG- S5.05 SECTIONS AND DETAILS P1 PLUMBING FLOOR PLAN PIA SCHEDULE & NOTES M1 MECHANICAL FLOOR PLAN �� a n * r u Inc. 1 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 � FRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 0 h 0. v W q a F q i N Q] m mo= am RIVEREE]� F LOT #4- PROJECT# 03303.004 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. "A" GARAGE SWING: RIGHT k COVER PAGE � 170 MPH EXPOSURE "C° ARCHITECT: STATE OF FLORIDA APR 10 D'A : 09/10/15 2.,6ALE: AS NOTED SHEET NO: C1 GENERAL NOTES A NI O BUILDING LOCATED MIMUM GEE 'L NOTES: 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WIT THE 2014 RESIDENTIAL EDITION OF THE FLORIDA 1. GARAGE NOTES: BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. * PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE I ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON 2. DESIGN LOADS; INSIDE OF GARAGE DOOR. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR *AS PER FBC 2014 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS BY RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % INCH GYPSUM BOARD APPLIED TO THE THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT-RESISTAN1 GLASS. GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3; ING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'% -INCH GYPSUM SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION. BOARD 0 EQUIVALENT. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR HALL VERIFY ALL DIMENSIONS PRIOR TO WORK * GARAG BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. FORM. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCURIN CONTRACT DOCUMENTS TO THE ATTENTION 2, E VER LO ET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM S OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. INSIDE THE HE CLOSET. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF NY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT' PROVIDER AND NEED FOR FABRICATION OF THE WORK. MEIN PECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.. 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 ACCOR ANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 4. BATH-'TUB/SHOWER GLASS ENCLOSURES IF USED TO BE CAT II SAFETY GLAZING 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL OR ALL SIMILAR CONDITIONS. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS, 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT RITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 8. BATH I UB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCHIWALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE GARAGES FLOOR. 9. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 1. GARAGE DOOR A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. 10. FIRE STOPPINGAND DRAFT SHALL BE INSTALLED IN WOOD CONSTRUCTION AS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER SPECFIED IN FBCR SECTIONSR302.11 AND R302.12. 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 11. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTIONR302,9. SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 12. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 3. R FBC 2014 SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING AS PER 13. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE A MINIMUM NO. GAGE 0.48 MM SHEET STEEL 1 MIN. THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF ( ) WALLS UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ARDOR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO A OR CLASS 1 DUCT BOARD RIGID NON-METALLIC CLASS .,_ ' 1/2 INCH GYPSUM BOARDS.FBCR 3027 THE GARAGE. 14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED SITE WORK IN AN OPERABLE DIRECTION. 1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON SITE UTILITIES, SITE 15. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND IMPROVEMENTS, SITE RETAINING WALLS; AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ. FT. OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" AND NOT LESS THAN AND IRRIGATION. 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. 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, TRAN FERREINFORCING (TOP STEEL) HAS BEEN DELETED 16. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A UNLESS NOTED OTHERWISE. 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 I� GREATER THAN %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 I1`48" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORE ANCE 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. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLYi BRACED. (WHERE APPLICABLE) THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE 8. EXCAVATIONS TO BE A MINIMUM OF 3' 0" BEYOND NEW FOOTING LINE. FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 9. A' 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 E M ACCORDANCE WITH ASTM-C926 & ASTM-Cl 063-06 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITH THE FINISH FLOOR ELEVATION LOWER THAN THE PUBLISHED B.F.E. 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 TABLE R301.2(1) 11 ' P ER E CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA F 5-0 AWAY FROM THE SIDE LOT RO TY LINE AR UN -RATED AND IN COMPLIANCE WI FBCR 302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER LOCATES BUILDING WI EXTERIOR SIDE WALLS LESS THAN 5'-0" 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 I GROUNE SNOW WI DIDESIGN SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE BARRIER NDER LAYMEN FLOOD , HAZARDS AIR FREEZING MEAN ANNUAL Spft ° Topographic Weathering" Frost line Termite` LOAD (mpti) a acts"(NA) CATEGORY` depth° TEMP` REQUIRED° INDEX' TEMP' 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 RAID. RADIUS ALT. ALTERNATE GA. GAUGE R.A.G, RETURN AIR GRILL AMP. AMPERAGE GAR. DISP. GARBAGE DISPOSAL REF. REFRIGERATOR G.F.I. GROUND -FAULT INTERRUPTER RM, ROOM BD BOARD GL GLASS R.O. ROUGH OPENING GYP. BD. GYPSUM BOARD CL CENTER LINE S.C. SOLID CORE EXT DR CAB. CABINET H.B. HOSE BIB S.D. SMOKE DETECTOR CLG. CEILING H.C. HOLLOW CORE S.H. SINGLE HUNG CLR. CLEAR HDR. HEADER SHT. SHEET CONC. CONCRETE HGT. HEIGHT SHTHG SHEATHING " CPT. CARPET SHWR. SHOWER C.T. CERAMICTILE INSUL. INSULATION SIM. SIMILAR INT. INTERIOR SL SLIDING D. DRYER SL. GL. SLIDING GLASS DBL. DOUBLE LAV. LAVATORY STD. STANDARD Q.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.R TOP OF PLATE D.S. DOWNSPOUT MTD. MOUNTED T.O.S. TOP OF SLAB DTL. DETAIL MTL METAL TYR 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. WROUG11T IRON FLR. FLOOR PR. PAIR FLUOR. FLUORESCENT P.T. PRESSURE TREATED DOOR / WINDOW GLAZING NOTES: RE: FBC 5TH EDITION (2014) FLORIDA BUILDING CODE 1. ALL GLASS 7. WINDOWS -ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY Il SAFETY DOORS/WINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. GLAZING. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND 8. TEMPERED' GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE EXISTING ROUGH OPENINGS. 2406.2(1). 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE 9, GLASS SHALL COMPLY WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY AND II AND GSA DD-G-451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH GLAZING MIRRORS AND OTHER USES AS PER F.B.C. CHAPTER 24, WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C. CHAPTER 24. 4. EXTERIOR SLIDING DOOR I WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0:84 M 2) IN 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406) PER F.B.C. TABLE 2406:2(1). 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW E. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT, II, SAFETY GLASS Design `JI I o u pinc. - N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vww.abdesign> roup.com 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 :. JT.JBDIV. M. LOT: RIVERBEND LOT #4 1 I'ROJECT# 03303.004 IqODEL: YORKSHIRE "PLAN 2" 6811 ELEV. " A" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 170 MPH EXPOSURE "C" ARCHITECT: STATE OF FLORIDA All�tg `� 09/10/15 SCALE: AS NOTED SHEEGN T NO: _w > ly O c0 UJ 0 3 a; FULL HALF ROUND ARCH v w lin 11 WALL LECzEND 1 INTERIOR BEARING WALL 3 I< EXTERIOR BEARING WALL SEE ELEVATION FOR SEAM HEICzHT w _w � LK Q j w 12" RADIUS RADIUB� O 3_ AND MALLER 3'-7' TO I'-(Z> 7'-I" AND LARGER ' IFY W/ PLAN VERIFY W/ PLAN VERIFY W/ PLAN 71 Y PARCH DETAILS r SCALE: 1/4 = I -0 NOTES: WHEN AN 8" OR 12" RADIUS HEADER ENGzACzE INTO THE SAME�HE COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-0") THEY NEED TO ALL HAVE LARGER RADIUS. 1/2 1/2" 11-211 N I cp DOUBLE W '�1I O LATE TOP PLATE nl � PARTITION E� EC. OUTLET PER UUALL ELECT CODE Al PARTITION END OA KITCHEN TiHN ISLAND' FLO 11 — HR rU COUNTER TOP SCALE: 8' I 1 18-2 l$ 4 2 ENTRY O DER ]PLAN 2'- 1 4-51, 4'-4" 4 -5" Iz 11-111, O O O i KI TO]RY PLAN L NAI (TYP. 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L — -- ----- --� _ 42 - ARCH I KNEEWALL m � m' @ c0 CIA OA.C. 42" O.N.0 3 _0 1 2 eA 14"XI2" N m — — — — 3 3 2 al4 = L — — ° o SHOWER ARCH — N W. .C. , m 1r _ ®, NICHE TOP_" O.H.S. @ 10'-S" GLCz. _2 -0 ARCH d 4 Z 3 6p" AFF -m -- --r O — 7 -0 7. 9 2 2 ---' � ` �� Fm — - � — r— — — — — —r � 8' -0 1 �� 17 I-{X12 W 4 4 ,g 10',g" CLCz. 2' 4 ARCH SEAT 2 8 4 -I1' 3'-2" 2''-9^ TYP.or A _ 8 II LAUNDRY 7'-9" — t 12�_Oil 3�_�� 1'_g„ _ 5�-1�� 3' 7 '' — 10 _8 CLCz. I I @ 4 O 4 FOYERAVA)n =1@ II'_4" CLCz. U'0 C% R-SH ,: /GOND.) W.I.C. I� u 1 -� m _ lul a° I� DINING �' s" 12 10 -8 GLCz. v I (K Q 0 = <r 6 RECE ,"" _ II -4" CLCz. m 7 -I" al 20 MIN.' CAT II WH O v ARC�F I F.R. DR. R-11 ' SAFETY CzL. i �p s = I SHOWER /GdND.I 4' 9 NSULATION ENCLO. 31-D 4'-11" 7'-1' ( MAX. 1 1/2" BOLLARD 8 L,STEP_FROM--- (SEE STRUCT. AH 4' 41 H 7iRC;T TOP 0— DwCsS.) _ T — 1 �jll3-2 4�� 1 "2 3-0 = L�---�--1 1 cA THRESHOLD � ro ,n 31, 04 L22x30 7 30" x 30" -- —3r - 2'-10" 2' 10" N — — --- IATTIC STOOP " iv LAA�$SL v W.I.C. - OD 4, 3 GARAGE # 1 W UO4n I V2 O / 4'-3 I S' 7 5 -Ilii @ N 10'-S° GLCz. 10'_f18n—CLCa � (PAVERS) I I 3 COURT MTL STUD, 4 _ 1D 000VERED I 'I a � YARD DRYWALL " z ENTRY 11-� YARD HB (OPEN BUILD OUT DRAIN @.. ABOVE). o _ � U ,. FROM CLG.TO J� m ��p � 10 -8 CLCz. al- - �� L22x3m 7 v u1 Iq1 2 SLOPE 30 ARF. (FOR -A ATTIC m `r @ 4- /8"/ FT. —ELECT. PANEL) 41 LAO $SJ AA -1 ro 1 8" I I I a' a' F3� 4 W.I.C. — C 3 -0,,, 2 3,-7° 4 _ 3' 4 S'-�" 11'-6" 211_4 --- 8 HB cpI R-SH ----- - ----- ------ Hf''B #3all 2 0' 8" CLCz. 9'-01, I 21_051_01I 14'-4" I&'-0" vI' 4" I'-4" r BEDROOM co O D LINE WALLOF I r SLOPE 2_ N 10'-6' CLG. I " ct1 ABOVE 11N 1� 1� LINE of _ PORTICO h GARAGE #2 Io ® F�, ®Ulf PLAN @ a" 4„ WALL I S,l I6'-21, CLG- I 4 01 10'_8', CLG. 1 O L ABOVE-� ]ELEVATION "A" " I1'-011 12'-0" I Ip DIA. PRECAST SCALE: I/4" = I'-p" HALF COL. ` L-- O W - ._ — _ .� TEMP co EGRESS :� -�— O 1 O , @ T TEMP vv _ O 5 11 5 -5 6-8' -4 3 -8" -4' 3 5 11 -Q' 3 -5" 601=p" �L vssp ccn T�esin o GrUUp"Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesi gngro u p.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 IS F 0 I w l 9 x U „ Q z bit O s a fi )A *1 RIVERBEND LOT #4 -PROJECT¢# 03303.004 _gODEL: YOR]KSHIRE "PLAN 2" 6811 r ELEV. "A„ I c-=ARAGE S WIN( - RIGHT PAGE: FLOOD, I' ]FLAN ,x A r .K 'i EXPOSURE (-_) ARCHITECT: 71 OF FLORIDA 1 AP p 20T7 0 O e' %! . PhAN DATE: 09 10 15 SCALE: AS NOTED SHEET NO: AI s 1 G" 3 a 1 r I S N INTERIOR DOOR SCHEDULE I DOOR # � DOOR SIZE TYPE REMARKS WIDTH HT D18 2'=6" 8'-0" o' SWING D19 2 4" SG SWING D20 T-4" 8'-0' SWING W/ SIM. MARBLE THRESHOLD ' D21 2 -6" 8'-0' SWING D22 2'-4° S' SWING W/ SIM. MARBLE THRESHOLD — W/ SIM. MARBLE THRESHOLD a W/ SIM, MARBLE THRESHOLD ,1 D23 V-4° 0 8'-0" SWING D2 2 8'-0" 0 SWING D25 2'-6" 8'-0' SWING D26 2 -8' S'-0' ' SWING D21 T- " 8'-0" SWING D28 2'-4" 8'-0" SWING D29 2'-4" 8 -0" SWING W/ SIM MARBLE THRESHOLD 030 2'-6' 8 -m" SWING D31 2'-8" 8 -0" SWING- D32 2'-8" 8'-0" SWING W/ SIM. MARBLE THRESHOLD D33 3'-0" 8'-P' SWING 034 2'-8' 6'-0/J�' SWING W/ SIM. MARBLE THRESHOLD' - — D35 2'-6" 8'-f0° SWING D36 2'-4' S -0" SWINGS D31 2'-6" S -0" SWINGS W/ SIM. MARBLE THRESHOLD D38 NOT USED D39 T-6" S'-0" SWING D40 2'-8" 8'-0" SWING W/ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN. FIRE RATED: 1-3/8' SOLID WOOD OR HONEYCOMB STEEL ;. PER FBCR 302B.1 ei -,11 DOOR NOTES: E {, ALL HARDWARE IS TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART V FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO 1-HAND GRA5PA51LITY AND F5CA-201 J SECTION 309.4 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. FBCR 2014, R31U EX'TIERIOR OPENING- SCHEDULE l DOOR/WDW. DOOR CALL # SIZE ROUGH WIDTH HGH i OO ® TYPE OPNG, (WxH) ZONE REMARKS — D 16 0 8 0 O.H. D 192X96 �� 5 D2 8 -0' 8'-0' OAD 96"X96" 5 - W/ALUMINUM THRESHOLD, DESIGNATED a D3 2) 3'-0" 8 0° DBL: ER. DRS TS I/2"X99 I/2" 4 EMERGENCY MEANS OF ESCAPE PER FBC 2014 " D4 2) 3'-0" 8 -0° DBL- FR. DRS 114 3/4".X99 I/2" 4 W/ALUMINUM THRESHOLD W/ 16' SIDE LIGHTS EACH SIDE -0" S.G D 122"X96' 5 WITH ALUMINUM THRESHOLD D6 TNRU 01 NOT USED DS FR. DIR ' 38 1/2"X99 1/2" 4 WITH ALUMINUM THRESHOLD - 09 THRU 0I5 NOT USED D16 15'-0" 8 -0" S.G 182"X96" 4 n.D0 GREAT ROOM W pK ALUMINUM TNRESHOLD ? f+ DITf 9 -0 11 8 -0 STACK 110"X96" 4 --- - - S.G.D. a CASUAL DINING S.G.D W/ ALUMINUM THRESHOLD A 26 SH 3811X"16' 5 S 25 SH 38"X63" 5 C 24E SH 38"X591/2" 4 D H34 SH 21 1/2"X50 5/6" 4 CAT 11 SAFETY GLAZING E H34 SH 27 1/21IX50 5/8" 4 CAT II SAFETY GLAZING F H34 SH 27 1/2"X50 5/81' 4 ---- zi G 24E SH 35"X59 1/2' 4 H 25' SH 3811X63" 4 1' 25 SH 38"X6311 4 25 SH 36"X63" 5 K (3) 26 SH /SHJSH 112"Xlro" $ L 32'X26' FX GL 33'X27" 5 0 CLERESTORY M 32'X26' FX GL 33'X27" 4 9 — -y CLERESTORY N 32'X26' FX GL 33'X21" 4 is CLERESTORY ; O 32 X26° FX GL 33'X27' 5 CLERESTORY GI P (3)25 SH / SH / SH 112"xro3' 4 Q NOT USED SH / SH / SH 112"X76 4 R 25 SH 38 X63' S S 25 SH 3 8 'X63' 4 T H34 SH 2-11/2 "X50 5/8" 4 — CAT II SAFETY GLAZING U 36'X60' FX GL 37°X61 4 CAT II SAFETY GLAZING V 36"X24" FX GL 3'111X25" 4 CAT 11 SAFETY GLAZING W 32"X63" FX GL 33'X74' 4 ARCH TOP, TRUE RADIUS, CAT II SAFETY GLAZ. X 32'X63' FX GL 33"X14' 4 ARCH TOP, TRUE RADIUS, CAT II SAFETY GLAZ. Y 32"X63' FX GL 33"X14' 4 ARCH TOP, TRUE RADIUS, CAT II SAFETY GLAZ. 1 k Z H34 SH 27 I/2"X50 5/5" 4 0 COVERED ENTRY CAT 11 SAFETY GLAZING AA H434 5H -"77F5C 27 I/2"X50 54'f 4 COVERED ENTRY --- BB 19"X42° GL 20'X43' 4 ARCH TOP, TRUE RADIUS, ENTRY TOWER CC 19'X42" FX GL 20 X43" 4 ARCH TOP, TRUE RADIUS, ENTRY TOWER DD THRU RR NOT USED SS H3& SH 27 1/2"X"16" 5 BAY WINDOW a MASTER BEDROOM TT (3) 26 5H 113"X-16" 5 BAY WINDOW o MASTER BEDROOM UU H36 SH 2-1 1/2"5<T6" 5 BAY WINDOW o MASTER BEDROOM TURE'S GrDu i In 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078' FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332-5 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- 468 FAX R� -SUBDIV. Sc LOT: ii RIVERBEND LOT #4 r: I PROJECT# 03303.004 MODEL: " YORKSHIRE "PLAN 2 6811 ELEV. "A" GARAGE SWING: RIGHT I t PAGE: -- -- DOOR i-JC. F=,i WINDOW SCHEDULE 170 MPH EXPOSURE "C° ARCHITECT: °_---;ATE OF FLORIDA APR /(2or7 ®J®® Y'u..v1V DATE: 09 10 15 SCALE: AS NOTED SHEET NO: Al. I BEAM 2X6 FRAME KNEE WALLS Ix ,®I'M _SAN I 11 IN FA IN 111 I EL 10'-8" T05. WALL PARTITION ABOVE C V. LANAI1 rll.! NX Al r®j►44,I,I �l OMAN. 64 'le c �- ----- ------�--- - = --J 34.8/ 38.1 32,3/ 39.D W/ BTM. OF TRUSS ��" FIELD FRAME TO CREATE PR=CAST TRIM TILE INSET Alm FIN. GRADE EL 10'-8" T.O.B. RAKE IS'-2" POSITIVE DRAINAGE At 5 BEAM VALLE"T`_.` RAiGE FALSE CHIMNEY Fvl\,1 V ®T ELEVATION BEAM ROOF PLAN IE 9 9 9 9 I ]LET IN A SCALE: 1/4"=1'-0 I SCALE: ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION: I 22-i 95 F. SOFFIT VENTILATION PROVIDED: .105 SF./LF. x 32 L.F. = 3.36 SF. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 SF. OF VENTILATION PER LINEAR FOOT SOFFIT LEGEND -' 0 , VENTED SOFFIT 42 5 R-20 SPRAY FOAM 12 INSULATION. SEE 4� DETAIL SHEETS FOR SPEG. 12A3 _. EL —TO - BOND BEAM g VENTED _ COV. LANAI %1E �� jn fl �T /� UNCONDITIONED AREA A4 +I' RAISED — — — V 1� t1 t1 AIL ROOF VENTILATION CALCULATION PER FBC 1203.2 REQUIRED VENTILATION- 9-= 0.64 S.F. TFo— SOFFIT VENTILATION PROVIDED: .105 SF./L.F. x 10 L.F. = 1.05 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 SF. OF VENTILATION PER LINEAR FOOT ROOF VENTILATION CALCULATION PER FBC 12002 JREQUIRED VENTILATION: 463 S.F. = 3.08 S.F. SOFFIT VENTILATION PROVIDED: .105 SF:/LF. x 52 L.F. = 5.46 S.F. NE AL NOTE: SOFFIT VENT 3" CONTINUOUS PROV DES .105 S.F: -OF VENTILATION PER LINEAR FOOT COV. ENVY ROOF 6ARAGE _ 1 ROOF VENTILATION CALCULATION PER F9C VW REQUIRED VENTILATION: 15150 I _ 1.01 S.F. SOFFIT VENTILATION PROVIDED: .105 S.F:JL.F. x 58 LF. = 6.09 S.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES.105 SF: OF VENTILATION PER LINEAR FOOT ROOF VENTILATION CALCULATION PER FBC 12032 1PEQUIRED VENTILATION: 230 150 , 1.53 S.F. SOFFIT VENTILATION PROVIDED: .105 S.F./L.F. x 10 LF. = 441 SF, NE AL NOTE: TNUOUS SOFFIT VENT 3" CO PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT PORTICO ROOF GARAGE 0 1 —E 34.3/-43.0 STUCCO SANDING 3-TZ/-40.3 p8 •� .e •o o V`WINDOW ❑❑ I - I I v I I m r- EL. 0'-0" FIN, PLR. SLAB HIDDEN 32.5/-35.6 HIDDEN EL. -0'-6" FIN. GRADE 32.5/-355 37:5/-35.8 , RJEJAR, ELEVATION SCALE: 1/4 `= I' -0 O I I I 34.3/-37.6 34.3/-43.0 Grou Inc 1 N. RONALD'REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ^' DRAF NG BY: `4 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE _ (954)708-24ra8 FAX Ate iallillill� 0 h w Q r 31 k I j w h9 er �� m m Ole an LC7 � I RIVERBEND LOT #4 PROJECT# I 03303.004 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. A79 GARAGE SWING. RIGrHT PAGE: 9 E LE tl . A FRONT & REAR I 170 MPH EXPOSURE ' �;" ARCHITECT STATE OF FLORIDA APR 0 2ov DATE: 09/10/15 11 SCALE: AS NOTED SHEET NO: ': A 2 A to Ca1-y EL. 12'-0" T.O. — BOND SEAM 6 COV. LANAI j 1 -411 _ 3 _011 SF> 12 4 A� EL. IS-2 BOND 8" Y BEAM, s ENTRY W/ CANTILEVERED TRUSS 50ND SEAM 4" 3'-0' S t El ■ ■ ❑ *I" RAISED STUCCO 5AND1NCs (L 38.2/-41:5 382/-415 38.5/-420 37.1/-40.3 31.1/-40.3 31.1/�403 O O O 31.1/-40.3 0 _ O EL. 0'-0" FIN. — - _ FLR. SLAB - -� S EL. - FIN.'.CzRADE ]LEFT E]LEVATION SCALE: 1/4' =1' - 0" FAUX CHIMNEY 12 4 EL. I0 i_8" T.O. 50l SEAM WOOD FRAME 3 _0" zo ARCH 4" �61 E U E EL, 0'-0" FIN. FLR: SLA5 — EL: -0'-8" 34.1/-31.3 FIN. GRADE D2 5 : 39.1/-43.0 e — — — ` EL 12'-8" T.O: 50ND BEAM 4 COV. LANAI — — EL.10'-8 TcO, BOND SEAM 3 -2 - '-4" ■ 38.8/-42 0 Li UU 31.3/-40.6 31.1/-40.3 3'(.1/-48.5 1 U I nS R 31.8/-50.0 - - �1 - - EL. 0 0" FIN. FLR. SLAB FIN. CsRADE RIGHT ELEVATION SCALE: I/4"=1' -0" esi�n Greau Inc. 11441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: WO3325 DRAFTING BY: A.B. DESIGN GROUP jj DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX mmwmlllllllllllF,1% ti ti 4 w A Q h 0 IN M y vl z n m m SZTBDIV. 6c LOTi RIVERBEND LOT # 4` ,R PROJECT# 03303.004 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. "A" GARAGE SWING: RIGHT M PAGE:- ar ]E L E V . -zk" ]LEFT & RIGHT 170 MPH EXPOSURE "C° Group 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 BEACH, FL 33442 (954)482-0957 OFFICE 0 SUBDIV. & LOT: RIVERBENB LOT #4 PROJECT# 03303.004 MODEL: -- YORKSHIRE "PLAN 2" 6811 ELEV. 99 A97 GARAGE SWING: RIGHT 14 PAGE', J O V RTYA1 D ]LEVATIONS ELEVATION 7 9 A" 70 MPH EXPOSURE °C° ARCHITECT: STATE OF FLORIDA AFAR 2D1I L... LAN DATE:; 09/10/15 SCALE: AS NOTE' SHEET NO: A4- A i KI_')1 N I N _ 2n 2 1/2 /21 4 5 I I/2 N N N \ N 51_21 N 31-511 1/2 1/2' WINDOW OR SHUTTER 4 (SEE ELEVATION) 2-2 11.11 FINISHED 1 —� DECOR METAL ' / ¢I 6 % l w _ Im V2 N 1/2" 1/2" LI CAULK ALL A77ACHMENT F'OIN S EL.EVATION ELEVATION PROFILE i RAI��LEt 3/4 I'-(d"I SCALE: 3/4 _ I'-m" SCALE: 3/4 1'-(7>" N A O O O O \ 12 °, ci 0 ° IN N O J O —_ 4 ¢ / 21' � � O 6X6 DECO 101, o TILES INSET - PROFILE N Qq )ND 0 ti 2 \ h ELEVATION �� ° C� i\ INDOW OR SHUTTER2* 6Xio DECO �/ _\ ¢ cam— i 1/2" PROFILE - 'I (SEE ELEVATION) TILE °O° 2u ll N O O 1 IJ �C1L� ° AIL� q 5 I!2" A� SCALE: 3/4 1'-m" 'i �-i�J SCALE:'3/4 = 1'-m" PROFILE ° 5 1/2" OF 2" ELEVATION LE A JV� AL AI A l SCALE: 3/4 I' -a' I1_01, AIL :1c SCAL=: 3/4 1'-0 3 NOTE: 1 • DETAILS INSTALLED ER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL HAVE -TRADITIONAL LOOK AND SMOOTH FINISH UN.O. • DECORATIVE SHUTTERS TO 5E HIGH DENSITY FOAM. • DETAIL TO 5E PREC ST_OR FOAM/EPS. • MANUFACTURER TO: P OVIDE SHOP DRAWINGS FOR APPROVAL. • WINDOW SILLS/TRIM; ATERTABLE, DECO COLUMNS TO BE CONCRETE COVERED FOAM ON HE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOOR± EAVE MOLDING TO SE FOAM W/STUCCO FINISH INCLUDING FAUX BAL ONY BALUSTRADES.: N N 31_ml 3 _ml A c �r �t N D 2 I/2 N N 3" = — 10 41 2 _al 2' a" 4 N N �!x ¢I 5-8 A ¢I File C°p,Y II v N � 61I i ECO HALF PRECAST COLUMN 3_1 N N m N lu I" I ELEVATION PROFILE ^fin �p�-�-�• I^1 ,L /� II 69mAfwo 6 71 �r I o T `C, Jo �0ox O \ 6^ O C 0 Ali o� O m o o D8o ri 0, DEC r /e. �o 3 41 BOO �QOO �_/�\ )9a �0 �0 \J C 60C 411 ' SCALE: 3/4 I1 _OII ' .311 X�o DECO LES INSET y N N = — O HALF \ RECAST OLUMN . N N N ry' tl1 N N DRAFTINU BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 2 8 F FI Q i I q - N2 M 7 'o :O i� 47 0�immm 3DIV. 8e LOT: I RIVERBEND LOT" # 4 PROJECT# 03303.004 MODEL: YORKSHIRE a "PLAN 2" 6811 ELEV. A„ GARAGE SWING- RIGHT - PAGE': DETAILS ELEVATION ' A �,1:70 MPH EXPOSURE 'Cn ARCHITECT: STATE OF FLORIDA I �I� ,�✓ f� APR PLAN DATE: 09 10 15 SCALE: AS NOTED SHEET NO: A5A IX2 PT. TOP OF BOX — 2X6 STUD -- (SEE STRUCT: DUC 6.) 1 PLAN VIEW SCALE: 3/4"= I'—o" NOT USED SCALE: 3/4 = 1'-0" E� NOTE: • DETAILS INSTALLED ER MANUFACTURER'S RECOMMENDATION. • DETAILS SHALL WAvE TRADITIONAL LOOK AND SMOOTH FINISH U.N.O. • DECORATIVE SFIUTTE S TO 5E HIGH DENSITY FOAM. • DETAIL TO BE PRECAST OR FOAM/EFS. • MANUFACTURER TOPROVIDE SHOP DRAWINGS FOR APPROVAL. • WINDOW SILLS/TRIM; W TERTABLE, DECO COLUMNS TO BE CONCRETE COVERED FOAM ON THE FIRST FLOOR, FOAM W/STUCCO FINISH ON THE SECOND FLOOR± EAVE MOLDING TO SE FOAM W/STUCCO FINISH INCLUDING FAUX 5AL ONY BALUSTRADES.. CRICKET �— SS (SRE STRUCT. EDWGS.) SHEATHING (SEE STRUCT, DWG5. FOR F`LYWOOD SHEATHING, NAIL SPACING AND TYPE). TRUSS CONNECTORS (SEE STRUCT. DUCKS. FOR TYPE AND ATTACHMENT) PRE. ENG. TRUSS (SEE STRUCT. DWCsS.)- CHIMNEY CAf (SEE ELEVATIONS FOR STYLE) (70 BE PROVIDED BY STUCCO TRADE) FRAMED CRICKET ARCH p f 1,lesn o' InC. �1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 , '5 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482.0957 OFFICE 954 08 2468 FA , mm I� q I. Q w A a y,. r� i x � r I� i a s u El -0: r. LO a': RIVERBEND' LOT #4 PROJECT# 03803.004 MODE11: YORKSHIRE "PLAN 2" 6811 ELEV. "A )I GARAGE SWING: RIGHT PAGE: 11 DETAILS ELEVATION 7P A" 170 MPH EXPOSURE 'C° ARCHITECT: JaTE OF FLORIDA i 00, -APR � � Ij7 r TlE D TE: 09 10 15 1, SCALE: AS NOTED SHEET NO: A5A. I A R C M I T E G c'' Yz" DRYWALL NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE II 8" CMU 8 GMU SECURED THROUGH NON-STRUCTURAL 3If&` TAPCON VXDRO AI X2 P.T. NAILER MIN. 1-Ya" EMBEDMENT INTO BLO K. IX4" OR I"X2" P.T. NAILER ❑ DOOR CASING i 3/41' SUB FLOOR Ix OR 2x P.T. i WD. BUCK 0" C U 2X4 NAILER FOR SEE STRUCTURAL DOOR JAMB OR WINDOW" DRYWALL DRAFT STOP DWGS ATTACH TO 2X PER "RE-ENG. FLR. TRUSS PIANUFA TURER'S DETAILS, 1X4" OR I"X2"P.T.'''P.T. NAILER O CASIN DOOR CASING Ix Ix OR 2x P.T. DOOR JAMB OR WINDOW WD. BUCK Ix OR 2x P.T. WD. BUCK OCR JAMB OR WINDOW — — — — F FIRE STOP � r ATTACH TO 2X PER SEE STRUCTURAL TT4CH TO 2X PER DRAFT J MANUFACTURER'S DETAILS. DWG5 SEE STRUCTURAL DWG5 MAN FACTURER'S DETAILS. L---=---J NOTES: NOTES: NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLU B JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO ELEVATION NOT EXCEED Y4") NOT EXCEED Ya") NOT EXCEED Yw) ALL WOOD NEEDS TO BE P.T. WHEN IN • ALL WOOD NEEDS TO BE P.T. WHEN IN ALL WOOD NEEDS TO BE P.T. WHEN IN PRE-ENGFLR: ' CONTACT WITH CMU WALL OR GONG: SLAB CONTACT WITH CMU WALL OR CONE, SLAB CONTACT WITH CMU WALL OR GONG. SLAB TRUSS PRE-ENG. FLR. TRUSS, ' DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOC +1-1/2" DOOR JAMB TO BLOCK 1 1 /16" %n1 WINDOW TO BLOCK +3/4 OR +5 4 B WINDOW TO BLOCK +1-1 2 C WINDOW TO BLOCK +ll SCALE- 0 15 16 SCALE: 3/8 =1 -0 SCALE. 3/8 -I -0 3/8 -1 2X4 NAILER FOR 5/6" TYPE "X' ----j DRAFT STOP DRYWALL DRAFT STOP 1/2 PLYWOOD PL TRUSS ' (3) 12D NAILS m EA. END 5/0" TYPE "X' L DRAFaSELAN L,AN VI UJ 2X4 BR AG E AIR SEAL GASKET 22 x 30 J BOX BETWEEN WOOD GASINC� E CxYP.BOARD, DRAFT STOP DRAFT jam, DETAIL �AC E E ®� (l) LAYER OF CzYP. B ARD ARD ADHERED WOOD CASINC�x AT SIDE TO PLYWD. 5HT. (COORDINATE NTS (WHERE APPLICABLE) �( ��jj �j CANDELJLER D'ETAI L� THICKNESSWITHADJA ENT CEILING) j(,('� ('� ('� c ATTIC ACCESS NTS (IF APPLICABLE) DETAIL DETAIL NT5 2x FIREBLOCKINCs BETWEEN ENG. TRUSSES a T.O. DBL. TOP PLATE DBL. TOP FLATS 2x FIREBLOCKINfs BETWEEN EXTERIOR 5TUD5 2x FIREBLOCKINCx BETWEEN ENG. .. TRUSSES g DROP CLG, FIRE BLOCKING DETAIL (® STUD WALL) SCALE: KTS... R-20 SPRAY FOAM 2X4 PARTITION INSULATION R-VALUE TO WALL STUDS g x MEET MIN: CODE REQUIREMENT AS SET 24" O.C. FORTH IN FBG 2014 �F , �- R-20 SPRAY FOAM INSULATION r R-VALUE TO MEET F " - MIN. CODE AS REQUIREMENT AS SET FORTH IN SET IN All 201, INSULATION PRE-ENG SUPPORT WOOD TRUSS SCREEN 24" O.G. MAX. ATTACHED TO INSULATION SUPPORT WALL STUDS SCREEN ATTACHED SEALED ATTIC TO PRE-ENGINEERED PARTITION WALL DETAIL WOOD TRU55 SCALE: N.T.A. ELASTOMERIC CAULKING (3) -STUDS LIST PRESSURE TREATED) 6 LONG TAPCON ANCHORS W/ 1 1/121 EMBEDMENT -.SEE STRUCTURAL PLANS SEALANT SEPARATION AT SI-IEATHING AND CONCRETE JUNCTURE W/ CAULKING BEAD PLYWOOD SHEATHING METAL LATH TYPICAL - STUCCO WOOD NOTE: T/6" 3 COAT STUCCO OVER PAPER BACK i3ALV. MTL. LATH OVER TYVEK TYVEK (STUCCO WRAP) ALL PERIMETER CON(. BLOCf AND OVERLAPS MUST BE TAPED) RAIN BUSTER 440 SELF -ADHERED TAPE OVER ELASTOMERIC CAULKING- MEMBRANE FLASHING TO LAP OVER ADJ. BLOCK MIN 6" METAL LATH TO LAP OVER "Zx ADJ. BLOCK MIN '16" FLASHING AT WOOD TO 131 LOCK WALL INTERSECTION NTS i IeSign 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 A.B. DESIGN GROUP 1 DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX �� I! T, LO RIVERBEND LOT #4 b� PROJE T# 03303.004 MODEL: YORNSHIRE Ia "_PLAN 2 6811 ELIN. "A GARAGE S WING RIGHT PAGE: DOOR 8c WINDOW ATTACHMENTS DETAILS 170 MPH EXPOSURE "C" ARICHITECT: STATE' OF FLORIDA AP 1 r JAME ANTWELL a A O 12079 PL A E: 09 10 15 D LSH'E LE: AS NOTED ET NO: IN WHEN USING SPRAY FOAM r: ROOF SHEATHING l SEE INSULATION PROVIDE GEME 71T10US TILE OVER'"90 STRUCT. DW'CsS. FOR PLYWOOD pELt TO CONFORM W/ AST-1 CENENTIT10U5 TILE OVER OeO FELT TO D 226; ' INSULATION BAFFLE BETWEEN Ta SHEATHING, NAIL SPACING AND # TRUSSES a BLOCK WALL CONFORM W/ A5TM D 22(6; TYPE °`I OR -ROOF SHEATHING (SEE rjl TYPE). TYPE I OR ASTM D 48C 9, TYPE I A5TM D' 4869, TYPE 01 STANDARDS i per, STAN ARD5 ROOF SHEATHING (5 5T UCT° ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD Y R E (SEE R EMBED: STRAP (SEE STRUCT DWGS. FO 'PLYWOOD SHEATHING, STRUCT.'DLLGS. FOR PLYWOOD SHEATHING, NAILING SPACING FOR TYPE; SIZE, " OF NAILS 4 IX2 P.T. SIRE -STOP NAILING SPACING AND TYPE). SHEATHING, NAIL SPACING AND OUTRIGGERS, (SEE STRUCT. AND TYPE). DETAILS). CLG: TYPE)• -- � DWCsS. FOR -SIZE. s ATTACHMENT) �-� �, �-;� —1x2 P.T. R 20 SPRAY FOAMWHEN USING SPRAY FOAM INSULATION N USIN WHEN R-20 SPRAY FOAM INSULATION -:-. 5 G PRAY FOAM IN U ATION -VA U L R L E PROYIpE INSULATION BAFFLE R-VALUE TO MEET MIN. CODE 2x8 PRE -PRIMED SPRUCE INSULATION PROVIDE T MEET MIN, CODE BETWEEN TRUSSES 6 BLOCK WALL Ix2 P.T. FASCIA (SEE STRUCT: FOR INSULATION BAFFLE BETWEEN REQUIREMENT AS SET REQUIREMENT AS SET FORT IN ATTACHMENT) TRUSSES @ BLOCK WALL 2x8 PRE -PRIMED SPRUCE FBG 2014 FORTH IN F5G2014 FASCIA (SEE STRUCT. FOR SEE SEE STUCCO SOFFIT g UNDERSIDE OF ATTACHMENT) ELEV. PRE-ENG WD: TRUSS 24 O.G. : ELEV. ?BUSS TAILS NOT LESS THAN 1/2" PRE-ENG WD. TRUSS 24 O.C. MAX. r',-;• I/2" HIGH STRENGTH EMBED. STRAP (SEE STRUCT FOR MAX: TOTAL THICKNE55 OVER FELT MTL. METAL BIRDSTOP TO RIGID DRYWALL TYPE, SIZE, * OF NAILS 4 DETAILS). STUCCO SOFFIT a UNDERSIDE OF LATH. LAPPED N07 LE55 THAN 1 4 167, FLR. 'BRG. HGT - COMPLETELY , ;; TRUSS TAILS NOT LESS THAN 1/2 SEE ELEVATIONS FAST W/ 3/8° HEAD GALV. NAILS (2 I T FLR. BRG- HG7 PRE-ENG WD. TRUSS 24 O.C. MAX. SEAL EAVE (AT BARREL '"'" TOTAL THICKNESS OVER FELL MTL. PER TRUSS MIND AS PER FBG R806. TILE ONLY) SEE ELEVATIONS LATH. LAPPED NOT LESS THAN '1" 4 GALV. METAL DRIP EDGE BON BEAM (SEE STRUG7. FAST W/ 3/8" HEAD GALV. NAILS (2 _ — Ix2 P.T. DWG5 FOR SIZE AND - — =- — METAL BIRDSTOP TO COMPLETELY PER TRUSS MIN.) AS PER FBC R806. REINF) pl - i .SEAL EAVE (A7 BARREL TILE ONLY) OL8'-0' WDW HD. HGT. , 2x8 PRE -PRIMED SPRUG SEE 8 0 WDW HD. HGT. 1 PEE ELEV. FASCIA (SEE STRUG7, FOR ELEv. GALV. METAL DRIP EDGE FALSE BOTTOM TRUSS WHERE ATTACHMENT) PRE A5T LINTEL (SEE STRUCT. APPiCABLE WHEN USING SPRAY FOAM - DWG . FOR SIZE AND REINFJ Ix2 P.T. STUCCO SOFFIT a UNDERSIDE OF � 1 I 1/2 HIGH STRENGTH RIGID DRYWALL.' ' ° i INSULATION PROVIDE TRUSS TAILS (ELEVATIONS A, C 4 D) FA S BOTTOM TRU55 WHERE INSULATION BAFFLE BETWEEN E 2x8 PRE -PRIMED SPRUCE IX2 P.T, FIRE -STOP At NOT LESS THAN 1/2" TOTAL A PICABLE BONA BEAM (SEE STRUCT. TRUSSES BLOCK WALL ' FASCIA (SEE STRUCT. FOR THICKNESS OVER FELT MTL. LATH. IX .T. FI -STO AT DWGS FOR SIZE AND REINFJ CLG.-4 At 8 -0 A.FP. P RE P ATTACHMENT) " E LAPPED NOT LASS THAN 1 4 FAST W/ _ R-4.1 FOIL INSULATION AT 8 @ A.F.F. I 3/5" HEAD GALV. NAILS (2 PER STUCCO SOFFIT UNDERSIDE OF TRUSS , 2x4 P.T. NAILER 2x4 P.T. NAILER R .1 FOIL INSULATION TAILS (ELEVATION B) N07 LESS THAN WINDOW ATTACHMENT AS PER TRUSS MIN.) AS PER FBC R806. PRECAST LINTEL (SEE STRUCT.' WI WINDOW ATTACHMENT: AS I/2 TOTAL THICKNESS OVER FELT MTL. DWGS. FOR SIZE AND REINFJ a MANUFACTURERS SPECIFICATIONS 2 COATS, I THICK STUCCO FINISH PER MANUFACTURER'S LATH. LAPPED NOT LESS THAN 1" 4 FAST ° FORMED AND POURED CONCRETE APPLIED DIRECTLY SPEC IFICATIONS W/ 3/6 HEAD GALV. NAILS (2 PER TRUSS SILL (SEE STRUCT. DWGS. FOR REINF.) TO MASONRY OR STONE VENEER 2 GOATS, ." THICK 9TUGG0 8" GMU (SEE STRUCT DWGS. �. MIN.) AS PER FBC R806. FINISH APPLIED DIRECTLY Ix2 P.T. FURRING STRIPS 24" O.G. ATTACHED PER MANUR RECOMMEND. FORPPL D VERT: AND HORIZ° REINF.)P 8" CMU (SEE STRUCT DWGS: TO MASONRY OR STONE VENEER - Ix2 P-T. FURRING - ATTACHED PER MANUR RECOMMEND. 1/2" GYP. WL. SD. FOR VERT: AND HORIZ: REINF,) FORMED AND POURED 5T IP5 9 24" O.C. w CONCRETE SILL (SEE STRUCT. 1/2 G T'P. WL. BD. u1 m N` WOOD BASE z N w 8 CMU (SEE STRUCT DWGS. Q iq w I w d DWGS. FOR REINF:) Q N W OD BASE I' ° z FOR VERT. AND HORIZ: REINFJ z U U E 0 - Q - Ix2 P.T. FURRING 67RIP5 - w 2 COATS, #" THICK STUCCO ?'q w Ix2 P.T. FURRING STRIPS LLI 2 GOATS, "THICK STUCCO FINISH � 0'-0" FIN. FLR FINISH APPLIED DIRECTLY F 0. f! APPLIED DIRECTLY ~ TO MASONRY OR STONE VENEER 0'-0" FIN. FLR Q F-IN15H GRADE a TTOTMA50NRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. ~ ACHED PER MANUF. RECOMMEND. a FINISH GRADE FINISH GRADE tl a MONOLITHIC CONC. FOOTING — -- FINISH GRADE (SEE STRUCT. PLANS FOR o J � a � NOTE: PROVIDE TERMITE SIZE AND REINF ;PROVIDE TERMITE TREATMENT BELOW SLAB NOTE: a p J TREATMENT BELOW SLAB 15T: FLR. BRG. HGT 1`—STORY BLOCK W LL ;SECTION SEEELEVATION3 scAL,E' 3i4"=I -(� NON ]E'IIE RATED)�L TO ICY DLO C ]K WALL S:C'T'IO N SEE - scAL: 3r4°=I,:_m NON— FIRE RATE) ROOF_ -SHEATHING (SEE STRUCT. ELEv. 8'-0" WDW HD. HGT. ;� 1kkICiS. FOR PLYWOOD SHEATHING FELT TO CONFORM W/ ASTM D EMENTIt10U5 TILE OVER D 226, NAILING SPACING AND TYPE). STUCCO SOFFIT 9 UNDERSIDE OF F�i TYPE *11 OR A5TM D 4869, TYPE *I TRUSS TAILS (ELEVATIONS A, C 4 D) STANDARDS 2x4 INSULATION STOP BETWEEN NCH TRUSS WITH I" MIN SPACE THICKNESS OVER FELT MTL. LATH. - - NOT LESS THAN I/2 TOTAL WHEN USING SPRAY FOAM E7WEEN'"INSULATION AND ROOF NOTE: TYPICAL WALL SECTION )', •,- LAPPED NOT LESS THAN 1" 4 FAST W/ INSULATION PROVIDE SHEATHING SHOWS CONSTRUCTION METHODS. TRU INSULATION BAFFLE BETWEEN HEAD GALV. NAILS (2 PER DETAIL INDICATES SOFFIT TRU55ES ID BLOCK WALL EMBED. STRAP (SEE 5TRUG7 FOR RU55 MIN.) PROVIDE CONT. E MESH WIDE CONSTRUCTION AND UN -INSULATED R-20 SPRAY FOAM TYPE, SIZE, " OF NAILS 4 DETAILS). SCREENED VENTS W/ WIRE MEATTIC INSULATION R-VALUE TO METAL BIRDSTOP TO COMPLETELY CPNGCORROSION RESISTANT 1/8" MAX MEET MIN. CODE AL EAVE 'AT BARREL TILE ONLY' ROOF ONLY WHERE THROINDICUGHOUT ALL ON REQUIREMENT AS SET FORTH ROOF PLAN. THROUGHOUT ALL UNCONDITIONED ' .. " ELEVATIONS. AS PER FBG R806. IN FBG 2014 PRE-ENG M, TRUSS 24' O.G. MAX. FLR.BRG.HGT ROOF SOFFIT DETAIL SEE ELEVATIONS CONT. METAL TRACKS, I/2 HIGH STRENGTH SCALE: 3/4"=1'-m" TOP 4 BOTTOM F'-FABTRUSS RIGID DRYWALL GALV. METAL DRIP EDGE SEE ELEv. X2 P:T. FIRE -SLOP Ae, x2 P.T. METAL STUDS BRG. HGT ,s GLG. SEE F 2x8 PRE -PRIMED SPRUCE LOOK BOND BEAM (SEE STRUCT. PLAN DWCxS FOR SIZE AND REINFJ FASCIA (SEE STRUCT. FOR SIZE, = MATERIAL AND ATTACHMENT) . 1/2' DRYWALL STUCCO SOFFIT m UNDERSIDE OF 1/2" HIGH STRENGTH RIGIDTRU55 TAILS NOT LESS THAN 1/2" TOTAL DRYWALL THICKNESS OVER FELT MTL. LATH. VENT PIPE LAPPED NOT LE55 THAN 1" 4 FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRU55 MIND AS PER FBC R806. CANTILEVER T RAJ S SECTION ----------------- - -- --, BASE BOARD 5 LE: 3/4°=�'-m° (NO1N— FIRE RATED) X DRYER' VENT O BOX METAL STUDS 24" O.G. W/ FULL ALUh `(NUM FRAME 01 LENGTH LAYER OF 1/2' 5EG RE FRAME TO SEE WINDOW SILL WITH SILICONE GYPSUM WALLBOARD SCHEDULE FOR FINISH FLOOR WINDOW TYPE 2t�GGHED t0 EACH SIDE P.T WOOD BUCK. SEE STRUCTURAL PLANS NOTE: 1/2" MILDEW RE515T4N7 DRYWALL SOLID SURFACING Q CONC'. S AB I FORMEDAN ' L D POURED O NSHI O QUA MATERIAL SET IN FULL - R DE ELD R EQUAL BED OF CONSTRUCTION CONCRETE SILL (SEE j AT ALL TUBS AND SHOWERS STRUCT, DWGS: FOR ADHESIVE RE IN . SECURE BOTTOM TRACK WITH I' X .143 DIA. POWER SEALANT a v :+...;. •:.*;. , 9 :, ACCUATED FASTENERS WITH PERIMETER (tYPJ a ; ..... - ,, , .:':;: 3/4" WASHERS, 32 O.G MAX AND 8" MIN FROM EACH END o a a CONC. SLAB zn C 1/2 IN. GYPSUM WALLBOARD 01-011 FIN. FLR. a S EC ION ELEVATION i Ix2 P.T. FURRING STRIPS 's I6" O.G. s" C U (SEE 5TRUCT TYP. INT. WALL METAL STUDS S.H. WINDOW SILL DWG .FOR REINFJ DRYER VENT BOX TYPICAL DETAIL NQN-BRG. - 3 AT EXTERIOR WALL _ scA : i 1/2"=I'-0" SCALE: 3"=1'-0 I Del `I Group,! 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX:1407-774-4078 www.abdesigngroup.com AA #: W03325 mmmwomen dRAFTIfIG BY: A.B. DESIGN GROUP DRAFTING INC. 11911EAST NEWPORT CENTERI DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482.0957 OFFICE (954)7M2468 FAX I o h'I k�a � e q ` Q sl a K F A �- N M 7 h. co n W rn =LEG7fRICAL LEGEND S-T-M50L DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIOV OUTLET (TAMPER RESISTANT TYPE) 110V OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER 110V OUTLET (TAMPER RESISTANT GFI TYPE) 220V OUTLET 4 WIRE CONNECTION EXTERIOR WATERPROOF OUTLET GROUND FAULT Cf W/ PLASTIC INTERRUPTER 51 COVER SWITCH SWITCH 3-WAY OPER, I '�4 SWITCH 4-WAY OPER. 1b SWITCH DIMMER VI 9 WALL MOUNTED LIGHT CEILING LIGHT @VP VAPOR Pi LIGHT @ RECESSED CAN 0 4' MINI -RECESSED CAN VENT. FAN 1 CFM PER SQ. FT, I CFM PER VENT. FAN Li SQ. FT. Lo� 3 BULB LIGHT STRIP 2' LIGHT STRIP 4' LIGHT STRIP 2-BULB WRAPAROUND 4' FLUORESCENT LIGHT 2' RECESSED 2-BULB WRAP FLUORESCENT LIGHT AROUND SECURITY SYSTEM PANEL STRUCTURED CABLE PANEL INCLUDES 6 OUTLET PANEL METER @ SMOKE DETECTOR EATT. EACi Wl HARDWIRE INTERCONNECTED EATT. BACK-UP W1 SD Co CARBON MONOXIDE/ HARDWIRE INTEi CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM WALL TELEPHONE JACK WATER HEAT. DISCONNECT AIR. COND. DISCONNECT TELEVISION JACK arp'AFF, CEILING BOX REQ. TO BE SUPPORTED IN J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING 5OX REO.TO PROVIDE FAN BOX BE SUPPORTED IN O Li 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PF;MWIRE FOR FKP] ALARM SYSTEM E AUDIO CONTROL VOLUME CONTROL KEYPAD PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRR IRRIGATION TIMER AND MOUNTED WEATHER CONTROL 50X PROOF LOW VOLTAGE BOX EXTERIOR WALL THERMOSTAT MOUPROOFNTED WEATHER O LOW VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER BOX LOW VOPROOF LTAGE Ei CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD FLOOD LIGHT PENDANT LIGHT UNDER 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 -------- OVER CABINET ET INSTALLATION w/ LIGHTING MANUFACTURER ELECTF-,1CAL NOTES -pil "k coj�y I. THE ENTIRE IS15TALLATION SHALL BE IN ACCORDANCE WITH THE LATEST — - — - — - — - EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) Ni THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING 58 JURISDICTION AND F5CR 2014, 5TH EDITION ELECTRICAL PROVISIONS, PRELUIRE 2, ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE 0 SOFFIT UNDER APPROVED UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL - — - — - — - — - — - — - — - 52 52 ROOF RECOGNIZED TESTING AGENCY. 'i MA-5 MA-ry 3. IT 18 NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL Of 55 1 H5 WP UP GPI GF 1 52 CONSTRUCTION. THE CONTRACTOR 15 EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL PREWIRE REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER 0 SOFFIT 52 WORKING ORDER. UNDER b 1510 AIB 5 5ro 4, CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ROOF, L ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF - -- - - - - - - - COVERED --- — — — — — — — — A15 415�� U.C. REP. ANY OTHER �HASE Or THE INSTALLATION WHICH MAY HAVE BEEN 58 56 LANAI All �olkc 1 -1 521 1 DAMAGED T14ERE BY. CASUAL 52 w I 5: ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION 1 510 55 1 44' AFF. MASTER AGAINST PUBLIC LIA51LITY AND PROPERTY DAMAGE FOR THE DURATION DINING Or THE Li BEDROOM 56'< AB Q, A.P.F. ea A. ALL CO�4'Di SHALL BE COPPER TYPE THWN OR AN ALUMINUM EQUAL LTERNATIVE EXCEPT AS OTHERWISE NOTED. fV14 ICLUB RM. 5(o - 9;�i - BATH 5 5. MINIMUM WIRE SIZE SHALL BE 014 A.W.G. UNLESS OTHERWISE NOTED. 1�15 LOAD CENTERS AND PANEI-50ARDS: F 5a AIB i G. .0 1 STU5 OUT Al 0� CURREiiii CARRYING BUSES SHALL BE COPPER. GROUND BLI8 BARSA15 I MA-5 SHALL BE COPPER. zi INSTALLED IN PANELBOARZ)S SHALL BE 752 lo. ALL CIRCUIT BREAKERS 1-510 510 1501-T-ON. I C-iPl 52 1 - - - - - - - - - ALc. L CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE — PLUG- PLUG-IN, 3 cl, ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS FAMILY ROOMS, ENS, - - - - - - - - - - - - - - - - DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DIE I I I - I BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLLi A -t OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED "-iii � 1 Zx 52 PENSTALLED TO AM TYP ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE 1`-�AT4 0AFCI - — - — -- I Al > A L - - - - - - - - - - - PROVIDE PROTECTION OF THE BRANCH CIRCUIT, A213 2rJ SDo is -ALL CUT BREAKERS FEEDING MECHANICAL EQUIPMENT STALL BE AIE) A15 I Al 0- HACR�rRYCPE CIRCUIT BREAKERS. A17/ 'Gi 0 < 1 52 F. A,IC. TING5 SHALL BE AS INDICATED ON PANEL5OARD SCHEDULES 510 - - -:�Q/ I , 52(p I I F 0 -- — GREAT ROOM IOUTLET FOR (yusB WIRING METHODS: %DW 00 A 54 $4 A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS ul BS 510 AIIB A13 APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND I I i �� \1 6 AM ORB LOW SLABS ON GRADE. I I E34 5. ELECTRICAL NONMETALLIC TUBING (E�iii WITH FITTINGS AND C) A15 F A15 COUPLINGS, APPROPRIATE FOR THE USE IS ACCEPTABLE FOR USE I I -./ I < All WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR Alrp�� 11 Ai AIS > � A13 All - ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY i - IbUTLET I E310 FOR Dief i HAVING JURISDICTION. C. TYPE 'i (METAL CLAD) CABLE WITH ALUMINUM ARMOR (SWITCH FOR "D I I NFII \ 7T L 55 TV WAX INTERNAL GROUND 1.5 ACCEPTABLE FOR USE AS GENERAL BRANCH DIS P 5E) b 11S�Ai Al CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN I WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE GF1 AB AUTHORITY HAVING JURISDICTION. KITCHEN 3 41�5 Al-t D, 541 TABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR A' A13 1 44- i M (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS Alrp CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS Alc3 APPROVED BY THE AUTHORITY HAVING JURISDICTION BEDROOM #4 a, CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND OVEN 411-: L All— GABLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE GF11 54 L60L LOCATION AND ANY OTHER REQUIREMENT. 5q FA��! REP. �F 11 1 LG r- I GrIk 1I MASTER 54_ EQUIPMENT SHALL BE AS SPECIFIED ON - E-1 (PA I BAT11- 3. SERVICE ENTRANCE ELECTRICAL EQUII L An PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K. AI 10. BEFORE W. Al, Ale A14,16 SHALL A2c LA A21 1--� --- i - - - A13 AIC RATED UNLESS OTHERWISE NOTED. wl� 3 GFI ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR 3 F - -- - -- - -1 ' &4S AS FIELD VERIFY THE 51ZE�OF THE FEEDERS AND OVER CURRENT Tyf= a I A213 AFC( Lu ip -1 > PROTECTION [DEVICES eITH MANUFACTURERS EQUIPMENT SPECIFICATION, rim 54 -:Is 7 MA-5 S P.GFI A -- - - - - - - m x AFCi WP 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER LAUNDRY�-----�� LAR ID C,.D� A13 CFI' MANUFACtUi RECOMMENDATIONS. PANEL >1 Al-j -54 Ilro' A.F -ow GFI) AS PER W.I.C. A21i C 12- PROVIDE !GROUNP FAULT CIRCUIT INTERRUPTER PROTECTION 5�5 A21 o A13 E54 -VP I. NEC 2104(a). THIS SHALL INCLUDE 5ATI-41;ROOt-16, GARAGES, OUTDOOR AL AT WET BAR SINK ARE, AS APPLICABLE. a) FOYER' DINING RECEPT, A29 k TV A�LE5, KITCHENS 4 Ali /COIND.L 13. PROVIDE COMBINATION TYPGAGE, - FAULT PROTECTION CIRCUIT BREAKER 5-1 C 51 (AFCI) FOR OUTLETS IN5TALN ALL DWELLING UNITS ROOMS, EXCEPT BATH Gp16 A23 GPI57t 4411 bDEr-> FOR KITCHENS, BATHROOM, UNFINISHED BASEMENTS AND ROOMS A1�3, & Iiii ) OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED PWDR A 4 Ar-.5-• A& NEMAL 3R H ARC FAULT I LT CIRCUIT BREAKER. A13 0 F.! Fo P 714 NEUTRAL WIRE FOR EACH 2 R DR. �-P-15* FOR HGT. AHU-02 I CAR 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE Tv OUTLETS AS SHOWN ON >1 I I I I III, Q-'<,0P`ENER % GARAGE DR.MI PLAN OR:A5 IDENTIFIED ON OPTIONS SHEETS. All -t I GARAGE Ae >1 OPENER WALL MOUNTED 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BACK, UP < 5 > -- - - - - - - - - - N LIGHT W/SLUITcH. AND BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. ALL IBUILT-IN A40,42 A13 0 j IN ATTIC SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR D I SCONN AS 4 SIMULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. SIVi STATION SMOKE DETECTORS SHALL BE INSTALLED: - - - - - - -sISTER, BATHROOM OR <ITCHEN DOORS. MIN 3'FROM ANY AIC- i A2ro 1�;, 24 424 CONTRACTOR SHALL VERFY IN FIELD lro. PYDROMA55AGE 5ATHTUIBS..51IALL BE INSTALLED AS PER NEC 650 53 /BATH- A2(o -GARAGE #1 a, ACL::ESSI LIT SHALL BE PROVIDED AS PER NEC ii -U2 NNN� ATsT 5 6. ALL METAL PIPE SYSTEM, METAL. PARTS OF: ELECTRICAL. EQUIPMENT, AN PUMP MOTORS ASSOCIATED WITH THE PYDROMA55AGE TUB MA-5 A25 SPRINKi WP` 5H 53 vj= "o I I INSULATED, COVERED OR BARE, NO SMALLER THAN 0 a SOL ID lA5 PER 53 53 53 GF1 A20 NEC 660-74 Nii�.� LUALL /,COURT 145 CLG. 1-1. ELECTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS 5-t m IMOUNTEDiiii,� YARDOUTLET METER SPECIFICALLY NOTED OTHERWISE: -7 F LIGHT A26� TO LIGHT I Itll FIELD S 5 9 LU/SWITCH AT EXT- I I VERIFY 5S a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE I I LOC. b. LIGHT SWITCH: 44' AFF TO 50TTOM OF FIXTURE A2S A2 I L - - - IN ATTIC OF 5ED, J 10. LlaWT5 L LOWER OR BATH TUB SHALL BE I f GATED ABOVE 8 SUITABLE FOR BAT. Typ WET LOCATION (SHOWER TRIM). \i — i — I - COVERED, ::IQ WP` l'i ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. ENTRYI I I -�k HB MA-5 153 GFIA MA-5 I —` WP 20, A MINIMUM Or 15% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING /5 51 A2 GF1 FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS OR A MINIMUM OF -15% Or THE I [ILL I I Lh� - - - - - - - -- - - - - - - - - - - PERMANE TL.Y INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS. * (bA24 51 AFC( 51 - - I COACH A2(o EXCEPTION; LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE =5 I HIGH-EFFCIENCY LAMPS: Q- PORTICO, 44"AFF. No. = GARAGE #2 21. RECESSED LIGHTING TO BE AIR TIGHT AND C RATED. FIBC-R402,4.5� ffvi] Tv A261 BEDROOM i — /- " - 1--� �A 4 51 FAULT CUIRIRENT C;ALCL�11`1 -;53 TO SWITCH i t� I A22 I 1 4 AT FOYER 'WALL UNTIE FFL 7RANBFORMER 100 KVA BEDROOM # D OUTLET fla 600 KVAT = 411 A 6 241 1 LET THRU! 41111 42,17'1 ILIGHT /SWITCH IT IS: *I I IN ATTIC NUMBER 1 F CONDUCTORS PER PHASE: 2 CONDUCTtIR LENGTH 'L'- 401 A2ro I L A2ro COACH CONDUCTOR C VALUE: "1 51 51 PREWIRE FOR LIGHT 2 K L x 1 2 x 40 x 42,1113 a SOFFIT WF 2(o CHIMES S x I H 1,411 x 240 UNDER L-L C-iF I MA-5 1 Roor ti Ci A26 COACH m = 0.3445 41 L IGHT I + p I ii I.9023 LIGHT ISCA ii� AvAll-45LE FROM UTILITY x 1`1 = 42,11S x 03445 14,139 AMPS — - — - — - — - — - — - — - — - USE 22K, 41C. RATED AT THE SERVICE AN 114 4 Pip 0 UN DER 2 -i r92 Ie2 Wfo I 7T --- 1 3 3 (3FI All L =D 54 Lr Al-t OVEN A21 C U91! 10<, 41C, RATED AT PANELS ELECTRICAL FLOOR PLAN - SCALE: 1/4' = I'-01[ `'BSIn r� G Inc. I N. RONALD REAGAN B1 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 EERFIELD BEACH, FL 33442 (954)41 OFFICE -v4l LOT: SUIBDIV. & LOT: RIVERBEND LOT #4 PROJEi'i 03303.004 MODEL: YORKSHIRE PLAN 2" 6811 ELEV. A" iC,'ARA E SWINi RIGHT PAGE' ELECTRICAL FLOOR PLAN 170 KPH EXPOSURE ARCHITECT. STATE OF FLORIDA APR D 09/10/15 SCALE: AS NOTED SHEET NO: :El A R C N I T E C T S 'Design Groulf.c. 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 RIVERBEND LOT #4 �r PROJECT# 03303.004 MODEL: `TORKSHIRE a "PLAN2" 6811 ELEV. „A" GARAGE SWING: RIGHT PAGE; ET -ECTRICAL PANELS AND RISER DIAGRAM QO MPH EXPOSURE ARCH TECT: Hi STATE OF FLORIDA 19-21 JA AR N/A-�-t- 0 ¢PLAN 09 1,0 15 DAT '. sC E: AS NOTED SHEET NO: E 2 ■ -- --- �- —T - BAR AIR ADMITTANCE II B�__ I VALVE 5 _ 71 _ VACUUM RELIEF VALVE � 1 � --- - -- I COVERED -- I I ----- ----- GATE VALVE _I LANAI 211 ` SINK _ IB I f CASUAL I I I I H.W. C.W AT . I I � DINING 2 I , " AV, H T A E R P II CLUB ROOM I MASTER I � I I 3 BEDROOM X ANSION LANK , E P I -2 I TEMP 4 PRESS. RELIEF - - - - - SHWR VALVE- A..M.E. ROUTE TVE' ROUTE PIPING; TO PIPING FULL DRAIN ON GRADE DRAIN PAN, SIZE TO � - J ROB --------------� 3 I I ; Il DISCHARGE SHALL BE INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN THE O IMMEDIATE AREA OR - L . .STRUCTURAL DAMAGE TO THE BUILDING. TEMP. CONTROL VALVE F--- ^\ f I I 7 -S 6:U: I y; �. Imo/ I I I f i I I J f 1 311 GREAT 4 F.u. lz F.0 ..�...I i ROOM ; I� ,•\ LATER HEATER DETAIL (TYP,) N PAN. W.I.0F -. - ' A 2 N.T. S 'AIR ADMITTANCE " 311 VALVE -. I I r G- --- I I ; 2 I '' I I KITCHEN �� GARDEN r I II I; TUB I I I 2 VENT BEDROOM #4 L - - Roo- - - - MASTE 311 BATH �I -- L ---- W.I.C. - z°- I LA L4i v lt� D` -- _ l p � -4" SHW LAUNDRY _ TI I I I �n I ; h W.I.C.'1 DINING 1 FOYER 21 F.u. TUB/SHWR 1 1 BATH #4 I I I � I PWDR 2„ VENT ��UA-4 N THRU OF J' 21 = m 1 I 0 rn - II /�./ 2 I - -4 L V. 3 2 w . II 0. TUB/SHWR 311 I LAv. L- - - --' --- i NOT W.I. - 311 E 2 C S F.U. - -- ( 1 THE INSTALLATION OF FIXTU S SHALL CONFORM WITH FBC C 2' VENT BATH-, 2„ - - (R) P2705:1 rr THRU R F NOTE: SANITARY - Q W.C. ,/ FIXTURE WATER 2" OR LESS 1/4" / FOOT SLOPE OVER 2" I/8" / FOOT SLOPE' 3' TUB/SHW 3" LAVATORY 1/2" HOT- 1/2" COLD PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS 1 1 u� 1.4. I_ III_ II � �-- TUB I/2'' HOT- I/2' COLD 3 I'-4 1 1' 4 /2" 5'-9' S'-911 GARA�iE� MATE IA S. R L L. AV L _ SHOWER I/2° HOT I/2' GOLD A. COLD WATER PIPINCs DOWNSTREAM OF WATER METER ° 2 j" YARD cpURT 21 F.U.` WASHER I/2" HOT- I/Z' COLD SHALL BE PVC OUTSIDE OF BUILDINGS AND BELOW GROUND; p� 2 COVERED " F'EX INSIDE OF BUILDING: *� 12 F.U. DRAIN YARD ' KITCHEN SINK 1/2' NOT- 1/2- COLD _ 3 3" 1F _1A F_U ENTRY 311 HB B. SANITARY WASTE SHALL BE P.V.0 SCH. 40 26 F.U. WATER CLOSET 1/2" COLD' - - SAT A I SHALL SCH.4 VC C. CONDENSATE IN LL BE (0 P P P DE E DR PPE E REF. 1/2" COLD AND FITTINGS BATH 2' VENT 12 F.0 L J 26 F.0 H.B. 1/2 COLD D. WATER RELIEF AND DRAIN LINE SHALL BE TYPE CPVG , THRU ROOF W A X OR COPPER MIN, 3/4" PIA, 311 \ _411 PLUMBING SCHEDULE WATER _ NO. DESCRIPITION WASTE REMARKS (GPM) ' COLD HOT WC WATER CLOSET 3" 1/2" — 1.28 GALLONS PER FLUSHING CYCLE LAv. LAVATORY 1 1/41, 1/2' 1/2" 1.5 GPM -8 60 PSI TUB/ TUB / SHOWER (2) 1'1/2" 1/2" 1/2" 1.5 GF11-1 Q 9,0 PSI SHWR G.T. GARDEN TUB (1) 11/2' I/2' 1/2" 1.5 GSPM -w 9,0 PSI SHWR SHOWER (1) 2" 1/2" 1/2" 1.5 GFFM tp 9,0 PSI SINK KITCHEN SINK (2) 21' 1/2' 1/2' LE, GPM 0 11 PSI WATER FACTOR OF 8 OR LOWER (ENERGY" W CLOCHES WASHER (2) 2" I/2'' 1/2" STAR / WATER SENSE CERTIFIED) bW DISH WASHER (2) 1" 1W — /2" II GALLONS PER CYCLE OR LESS (ENERGY STAR / WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) — 1/2" — UNDER COUNTER AS SELECTED Y OWNER (1)PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SI-IPCK ABSORBER TO EACH SUPPLY A/C LINES FROM UNIT TO CONDENSER DILL BE RUN OVERHEAD FLOOR -r0P CLAN V. CA 0 N N v cv �COND,� 02 � A R C H I T E C T S i n brou I nc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com DRAFTING BY:'� A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE (954)708-2468 FAX fi0 r SUBDIV. 8c LOT: d RIVERBEND LOT #4 PROJECT# 03303.004 MODEL: YORKSHIRE TLA 2" 6811 ELEV. "A" ;rARAGE SWING: RIGHT PAGE•l PLUMBING FLOOR PLAN (17.0MPH EXPOSURE "C' SUBDIV. 8c LOT: d RIVERBEND LOT #4 PROJECT# 03303.004 MODEL: YORKSHIRE TLA 2" 6811 ELEV. "A" ;rARAGE SWING: RIGHT PAGE•l PLUMBING FLOOR PLAN (17.0MPH EXPOSURE "C' NOTE: THE INSTALLATION OF FIXTURES S ALL CONFORM WITH FBC (R) P2705,1 NOTE: SANITARY FIXTURE WATER 2" OR LESS 1/4" / FOOT SLOPE OVER 2" I/8" / FOOT SLOPE LAVATORY 1/2" HOT- 1/2" COLD PITCH TO BE UNIFORM THROUGHOUT STRAIGHT RUNS TUB 1/2" HOT- 1/2" COLD MATERIALS: SHOWER 1/2" HOT- 1/2" COLD A. COLD WATER PIPING DOWN5TRE AM OF WATER METER WASHER 1/2" HOT- 1/2" COLD SHALL BE PVC OUTSIDE OF BUILDING AND BELOW GROUND, KITCHEN SINK 1/2" HOT- 1/2" COLD PEX INSIDE OF BUILDING WATER CLOSET i/2 �L_ GOLD B. SANITARY WASTE SHALL BE P. R C SCH. 40 - C. CONDENSATE DRAIN I SHALL DE E DR PPE B SCH. 40,-PVC PIPE E REF. 1/2 II COLD AND FITTINGS H.B. 1/2" COLD D. WATER RELIEF AND DRAIN LINE SHALL BE TYPE CPVC OR COPPER MIN. 3/4" DIA. PLUMBING SCHEDULE NO. DESCRIPITION WASTE WATER REMARK (GPM) COLD HOT WC - WATER CLOSET 31, 1/2" — 1.28 GALLONS PER FLUSHING CYCLE LAV. LAVATORY 1'1/4" 1/2" 1/21, 1.5 GPM a (00 PSI TUB/ SHWR TUB / SHOWER (2) 1 1/2" 1/2" 1/2" 1.5 GPM a 00 PSI G.T. GARDEN TUB (1) 1 1/2" 1/2" 1/211 1.5 GPM a &0 PSI SHWR SHOWER (1) 2" 1/2" 1/2" 1.5 GPM a &0 PSI SINK KITCHEN SINK (2) 2" 1/2" I/211 L5 GPM a 60 PSI W CLOTHES WASHER C2) 2" I/2" (/2° WATER FACTOR STAR / WATER SENSE 8 OR LOWER (ENERGY CERTIFIED) DW DISH WASHER (2) 1' 1W — 1/2' ' - 5 GALLONS PER (ENERGY STAR / CYCLE OR LESS WATER SENSE CERTIFIED) REF. REFRIGERATOR (2) — I/2" — UNDER COUNTER SELECTED $Y OWNER A6 (1) PROVIDE ANTI -SCALD VALVE. (2) PROVIDE MECH SHOCK A880R5ER TO EACH SUPPLY z FIXTURE SANITARY PITCH FIXTURE UNITS 'R' E..° D5L SINK W/ DISP. 8 DISHWASHER I I/2" 1/4" 4 SUB TOTAL _ 4 > FIXTURE SANITARY PITCH FIXTURE UNITS A WASHER 3" 1/811 2 LAUNDRY TUB 1 1/4' I/8" 2 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4" 1 H WATER CLOSET 3" 1/8" 3 TUB/ SHWR 1 1/2" 1/4' 2 17 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS qk LAVATORY 1 1/4" 1/411 1 F WATER CLOSET 311 1/81, 3 6 as TUB/ SHWR 1 1/211 1/411 2 SUB TOTAL = FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/411 1/4" 1 ElWATER CLOSET 31, 1/811 3 ro TUB/ SHWR 1 1/2" 1/4" 2 SUB TOTAL = 6 FIXTURE SANITARY PITCH FIXTURE UNITS Ln LAVATORY 1 1/411 1/4" 1 F WATER CLOSET 3" 1/0" 3 ro TUB/ SHWR 1 1/2" 1/4' 2 SUB TOTAL _ 6 FIXTURE SANITARY PITCH FIXTURE UNITS w LAVATORY 1 1/4' 1/4111 WATER CLOSET 3" 1/8" 3 SUB TOTAL = 4 FIXTURE SANITARY PITCH FIXTURE UNITS LAVATORY 11/4" 1/4' 1 H LAVATORY 1 1/4" 1/4" 1 m WATER CLOSET 3 1/8" 3 pi w SHOWER 11/2" I/4" 2 TUB 11/2" 1/4" 2 MORNING BAR SINK j 1 1/4' 1 I/8"1 2 SUB TOTAL = 1 11 TOTAL = 1 47 PLUMBING LEGEND WASTE �/C LINES FROM UNIT TO CONDENSER WILL BE RUN OvERHEAD,; _AV. ram" we I 1 1/2' wG " 2 I I " Z' 2°j I . LAV. YiR BATH 3' TUB/ I ' . ` TUa 2, 1 SHWR ` 2; 311 2 2'?. 3" I SHWR AIR ADMITTANCE 311 3" 3 2� 2„ 1 VALVE 3° 31111 3' o 2' rR 3 , DISH. MASTER I I WASH. I I SINK BATH � 2 I 1 1/2'� VTR 3' Z WAY I I12' I I �J WASHER I., 1 I 1 2" KITCHEN C.O. LAv. 4' GARAGE_ POWDER LT. RM W.G. 1 IAV L ., 1 211 31, 2" I' 1 4" SANITARY SEWER. VTR 2 3" SEE CIVIL DWGS FOR CONT. LAUNDRY 31' 2 / -Al 211. i 1 TUB/ _21 ! BATH R IW.G. 2"311 311 SHWR f 1 1/2 iI BATH Ii 3 T. TUB/ 4i3" W:C. I ;; SHWR LAv. f: - 21 211 3, TUB/.. SHWR 311 1 I W.G. BATH 311 _ .4R LAY. PLUMBING, RISER DIAGRAM File t' s I T E C ?"., esi n Gr�uOinc 1441 N. RONALD REAGAN BLV 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 0 F 4 v w q a h a Nco v a p m rn SUBDIV. 8c LOT: RIVERBEND LOT #4 I� PROJECT# 033,03.004 MODEL: YORKSHIR'E "PLAN 2" 6811 ELEV. "A" GARAGE SWING: RIGHT PAGE: SCHEDULE & NOTES 170 MPH EXPOSURE "C" ARCHITECT STATE OF FLORIDA i DAT I 09/10/15 SCALE: AS NOTED SHEET NO: RETURN DUCT I I i AIR HANDLER DETAIL. i E FAN'CLLVIO - CONDENSING UWT IOW VOLTAGE \ RaRwflwr OIIAOE CONNECTION COIL GCARO COMPRESSOR ACCESS PANG. ' C C ¢gq�CC (ABOVE 5 TON$ ONLry"T VALVE \ 1 V CONOENSOR COIL `\ - / �� ,.// t`\ REFRIGERANT SNCRON LINE W/WSW.A7MN may/ REFRIGERANT UOGIO I.M'E ERA �llJ 4.� AIR CONDITIONING MECHAN I CAL, Inc. CAC1817665 1643 DONNA ROAD WPB, FL. 33409 5 6 1 — 6 8 9— 1 0 9,3 831 S. KINGS HWY FT. PIERCE, FL. 34945 7 7 2- 8 7 8— 7 5 7 7 General Notes No. 'RAlion/Is s Date 7-�r 7�o P 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. CAL ATLANTIC RIVERBEND MODEL — YORKSHIRE LOT — 4 Project Sheet RIVERBEND Dote Scale i N.T.S. GENERAL NOTES 1_ IT IS THE SUB CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS -MAY BE NECESSARY, 2. DESIGNLIVE LOADS ROOF .......................................... 20 PSF ELEVATED FLOORS 40 PSF BALCONY......... 60 PSF ATTIC STORAGE .................... 20 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2I 14 a) BASIC WIND SPEED = 170 MPH b) BUILDING CATEGORY II c) EXPOSURE "C ff d) INTERNAL PRESSURE COEFFICIENT; 0.18 FULLY ENCLOSED STRUCTURE COMPONENTS AND CLADDING (ASD): +42.77, -55.89 PSF FOR DESIGN WIND PRESSURES. 4. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TR ATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT. BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES." FOUNDATIONS 1_ FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK. 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATION$ OF SOILS REPORT. CAST -IN -PLACE CONCRETE 1. CAST -IN -PLACE CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MIND 1"; 2-4% AIR ENTRAINMENT AND THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SLAB -ON -GRADE, FOOTING... ............... 2500 PSI REMAINING CONCRETE ........................... 3000 PSI 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. WWF SHALL BE LAPPED AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8" LAP. THE FIBER MESH REINF. CONC. IS ACCEPTABLE ALTERNATIVE. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318-08, 5. ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315. 6. SUB CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 7. SUB CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT REINFORCING STEEL 8. ALL SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2" FOR ALL OTHER CASES. 10. HORIZONTAL SLAB BARS SHALL BE BENT 1'-6" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A 2'-0" LAP ON EACH LEG, 11. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHES. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LATEST EDITION. 2. a) ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO. 2 SOUTHERN YELLOW PINE. b) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STU(S SPACED @ 24" O.C. (ALT. 25 GAGE METAL MAY BE USE IN LIEU OF WOOD). 3. PLACE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATES AT THE TOP OF ALL STUD BEARING WALLS. DOUBLE TOP PLATES CAN ONLY SPLICE AT A SUPPORT ONE AT A TIME. 2x SOLE PLATES AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH 1/2 REDHEAD ANCHOR BOLTS (OR EQUIVALENT PRODUCT) ® 32" O.C. W/ 5" EMBEDMENT. AT INTERIOR STUD WALLS PROVIDE 2-7/8" LG 1516 SDC REDHEAD W/ 5/64" THICK WASHERS (OR EQUIVALENT POWDER ACTUATED FASTENER PRODUCT) @ 8" O.C., OR 1/2" DIAMETER REDHEAD ANCHOR BOLTS (OR -EQUIVALENT PRODUCT), W/ MIN. 5" EMBEDMENT, @ 32" O.C. *REDHEAD FASTENERS OF EQUIVALENT SIZES MAY BE USED. *ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY ADVANCED STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 4. STUDS SHALL BE DOUBLED AT ALL SHEAR WALLS, ANGLES, CORNERS AND AROUND ALL OPENINGS. 5. WOOD HEADERS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. OUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENINGS UP TO S-)". FOR OPENINGS S-O" TO 5-6" PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). FOR OPENINGS 5-6" TO 7'-6" ,PROVIDE FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD FULL HEIGHT OF WALL)., NAIL STUDS TOGETHER W/ 12d NAILS @ 12" O.C. EACH PLY. THE REQUIREMENT DOES NOT APPLY TO INTERIOR NON -LOAD BEARING WALLS. H ADERS SHALL BE NO. 2 SOUTHERN YELLOW PINE. WOOD CONSTRUCTION CONT D) MASONRY WALL CONSTRUCTION 6. ALL WOOD IN CON T CT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, TREATED OR WRAPPEDrW 30# ROOFING FELT. CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 1900 PSI (f'm = 1500 PSI). 7. WALL SHEATHING SHAL BE 19 8d NAILS AT 4 O.C. AT CDX PLYWOOD SHEATHING W/ ALL EDGE SUPPORTS, AND`8d NAILS AT 6 O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE 2• MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270. SOLID 2x BLOCKING A- A L SHEET EDGES. 3. COURSE GROUT USED TO FILL MASONRY CELLS SHALL CONFORM TO ASTM C476 WITH A 1 " AN GROOVE C-D PLYWOOD 48 24 RATING OR MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 8. FLOOR SHEATHINGS 3/4 TONGUE D ( / ) EQUIVALENT WEYERHAEUSER EDGE GOLD PANEL, GLUED AND NAILED WITH 10d RING SHANK AT 28 DAYS. THE GROUT SHALL BE PLACED WITH A SLUMP OF 8" TO 11", PLACE GROUT NAILS OR SCREWS AT I6" O.C. AT SUPPORTED EDGES, AND 10d NAILS AT 10" O.C. AT IN ACCORDANCE WITH ACI 530-11. INTERMEDIATE SUPPORTS. 'PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH 4.FACE GRAIN PERPENDICULAR TO THE SUPPORTS, ALL FLOOR SHEATHING SHALL MAINTAIN 1/2 W VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED' SPACE BETWEEN SHEATHING AND MASONRY WALLS. WITH COARSE GROUT. - PER ROOF 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND 9. ROOF SHEATHING SHALL BE 19/32 C D PLYWOOD (24/16 RATING), NAILED „ AT A MAXIMUM SPACING OF 4'-0 , REINFORCEMENT SHALL BE PLACED IN THE CENTER SHEATHING FASTENING] SCHEDULE PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING EDGES. PROVIDE SOLD 2 4 BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, TWO DETAIL 8/S5.03 FOR ADDITIONAL INFORMATION. AND CHANGES IN ROOF SLOPE. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER SPANS WITH FACE GRNIN DERPENDICULAR TO THE SUPPORTS. ALL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE-1 6. REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 10. ALL LUMBER SHALL B STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 7. HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRUSS TYPE DUR-O-WAL 16" O.C. 11. NAILING SCHEDULE: CONNECTION COMMON NAIL QTY, OR SPACING 8. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT SOLE PLATE TO TRUSS OR BLOCKING 16d 8" O.C. BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED STUD TO SOLE PLATE , TOE NAIL 8d 4 INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE DOUBLE STUDS, FACE NAIL 16d 12 11O.C. VERTICAL WALL REINFORCEMENT. DOUBLE TOP PLATES, FACE NAIL 16d 12" O.C. 9. PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE TOP PLATES LAPS AND INTERSECTIONS 16d 3 ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP DRAWINGS WITH RATED LOAD BUILT-UP CORNER STUDS 16d 12" O.C. CAPACITIES TO THE ARCHITECT FOR REVIEW. STUDS TO SOLE PLATE, END NAIL 16d 2 10. SPECIAL INSPECTION OF UNIT MASONRY IS REQUIRED. 11. THIS DESIGN MEETS THE REQUIREMENTS OF ACI 530.1, ASCE 7-10. PREFABRICATED WOOD TRUSSES 12. ALL UNIT MASONRY CONSTRUCTION SHALL COMPLY WITH FBC 2014. 1_ ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION ROOF WIND PRESSURE ZONE 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST , --,-- EDITION WIND I v PRESSURE I \ L EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS T FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE 2 STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA j \�� REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT AND ENGINEER. DESIGN I i ------� i NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE .CONNECTORS USED TO SECURE THE 1 1 I MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO 0 > Q I FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND ENGINEER BEFORE FABRICATION HAS BEGUN. I I I A i I I II 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS II Q� I I MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE I 1 01 102 I 2 011 HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS 11 PROVIDE CONTINUOUS 2x4 I J I I II LET IN. 7. DESIGN LOADS DEAD LOADS: 3 3 Q 7 - ROOF TRUSSES .... 25 PSF - - 2 � r FLOOR TRUSSES ......... ..............20 PSF Q 13 SHEATHING RAFTER/TRUSS NET UPLIFT LOAD ASCE 7-10 ZONE 1 = 29.2 PSF •, a NG LOCKING © 48it O.C. FIRST 2 SPACES EA. END WINDOW & DOOR WIND PRESSURES ✓s 170 MPH WIND ZONE EXPOSURE C BUILDING CATEGORY II OPENING SIZE ZONE 4 (INTERIOR) ZONE 5 (EXTERIOR)** 10 SF +44.78 / -48.55 +44.78 / -59.98 20 SF +42.77 / -46.54 +42.77 / -55.89 50 SF +40.07 / -43.84 +40.07 / -50.53 100 SF +38.09 / -41.87 +38.09 / -46.54 **END ZONE FROM IS DEFINED AS AN AREA WITHIN 5' THE EDGE OF THE BUILDING STANDARD WINDOWS AND DOORS WILL GENERALLY FALL INTO THE 10 TO 20 SQ. FT. CATEGORY. STANDARD DOUBLE SLIDING GLASS DOORS WILL GENERALLY FALL INTO THE 20 TO 50 SQ. FT. CATEGORY. STANDARD DOUBLE GARAGE DOORS WILL GENERALLY FALL INTO THE 50 TO 100 SQ. FT. CATEGORY. IN NO CASE SHALL THE DOOR OR WINDOW DESIGN PRESSURE BE LESS THAN 22 PSF. TRUSS NOTES 1. TRUSS MANUFACTURER' IS RESPONSIBLE FOR THE DESIGN OF ANY BRIDGING OR BRACING REQUIRED TO BRACE THE TRUSS BOTTOM CHORDS FOR WIND UPLIFT. 2. SEE THE ARCHITECTURAL DRAWINGS FOR ELEVATIONS, OVERHANGS AND BEARING CONDITIONS. 3. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE PROVIDED BY THE TRUSS MANUFACTURER. 4. VERIFY TRUSS CONFIGURATION WITH ARCH DRWG PRIOR TO CONSTRUCTION. i FASTENER SUBSTITUTIO ALL NAILS ARE COMMON NAILS, ,UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER ALTERNATE FASTENER 8d COMMON NAIL 8d RING SHANK NAIL 8d SCREW SHANK NAIL 0.131 P-NAIL 10d COMMON NAIL 10d RING SHANK NAIL 10d SCREW SHANK NAIL 0.148 P-NAIL 6d COOLER NAIL #6 x 1 1/4" TYPE S OR W DRYWALL SCREW WATERPROOFING FOR THIS BUILDING IS THE SOLE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. BUILDER/CONTRACTOR SHALL PROVIDE WATERPROOFING FOR THE BUILDING IN ACCORDING WITH BUILDING CODE AND/OR MANUFACTURE SPECIFICATIONS. HEADER/BEAM SCHEDULE TYPE HEADER/BEAM TYPE HEADER/BEAM H-1 DOUBLE 2x8 H-2 2 2x10 FOR 4 WA 4 2x10 FOR 8" WALL H-3 DOUBLE 2x12 H-4 (2) 1 3/4" x 11 7/8" LVL ZONE 2 = 48.86 PSF ZONE 3 = 99.5 PSF 1_ PROVIDE WOOD HEADERS OVER. ALL. OPENINGS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 WALLS SUPPORTING TRUSSES, AND H-1 0 OTHER WALLS. a= 7 FEET 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 3/8" PLYWOOD (OR O.S.B.) SPACER BETWEEN MEMBERS. BASIC' WIND SPEED 170 MPH 3 NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS 0 12" O.C. TOP AND WIND EXPOSURE C. RISK CATEGORY II BOTTOM, EACH SIDE, STAGGERED (TYP. U.N.O.) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ROOF SHEATHING FASTENING SCHEDULE: USE 8d RING -SHANK NAIL PANEL EDGES PANEL FIELD QQ NAILS 6" O.C. (D NAILS 6" O.C. Q NAILS 4" O.C. © NAILS 6" O.C. Q NAILS 4" O.C. O NAILS 6" O.C. A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.R. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE tl, FMIMEMEM SUBDIV. 8c LOT: RIVERBEND LOT #4- ENGINEER STATE OF FLORIDA rx1IN, i 17 DATE: 03 /29 / A SE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP S C ALEi : AS NOTED 1 THE BEST OF MY KNOWLEDGE, n1E BUILDING DESGN PLANS AND SPECIFICATIONS COMPLY lW1 BUILDING STRUCTIIRAL DESIGN CODE nNE SIGNING AND SEAUNO OF ME PLANS AND IEGflCATIONS ARE ONLY FOR 1HE BUILDIN1RAL GS STIKlCTICOMPONENTS AFFECTED BY MIND, LIVE SHEET NO: AND GRAVITY LOADS.. 10244 East Colonial Drive, Suite 202 IIII , Orlando, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 I P A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com p� AA #: 0003325 � A.B. DESIGN GROUP j DRAFTING INC. 1191. EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE N M I e} Ln I co NCO I w ENGINEER STATE OF FLORIDA XIE, P, 51161 P INT ATE: 17 03 29 SCALE: AS NOTED SHEET LS 1NO: 9 N FOOTING SCHEDULE MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG WF-1.33 16" CONTINUOUS 16" - (2) #5's DBL WWM 36" PERIMETER (+)0'-0" WF-1.33A 16" CONTINUOUS 12" - (2) #5's SINGLE WWM (+)0'-0" WF-2.0 24" CONTINUOUS 16" #5 0 48" O.C. (3) #5's DBL WWM 36" PERIMETER (+)0'-0" WF-2.08 24" CONTINUOUS 12" #5 0 48- O.C. (3) #5's - (-)1,-4" I 6lt 8 -0> Ile I oe 14'-3 17'-3" 21'-9" 12'-4" 2'-5'Ir' 7, 1N 7- 2" If Le 15-11"fe 6'-10„ 8'-101, 6'- 1 11 6'-2" 6'-2 7, % co 1/S5.01 #5 IN GROUT 1 /S5.01 N----WF-1.33 --- I N FILLED CELL 4/ .05 d o -1, I ICI _.I N r ------------- %�'2.013 ----------- __WF-1.33 PAVERS ! :M WF-1.33 � - --- WF-1.33 m j i I j �, rn SEE 4/S5.05 (® 4 STUDS 1 can °o r_ I I I I FOR FOOTING, io PSON N �� L rrJ COLUMN AND �` ELOW G.T. ( 1-1/2" RECESSI'' ^i �I Jr.-) BEAM DETAIL N FOR SGDI I VARIES �I I M I ( 5'-2" a° 17'-2" j ED I I 10-3 7-0 111-1/2" RECESS L ( V4. Ga FOR SGD� I I 1 I 2/S5.01 N VARIES 1 �1-- -- 116 CD\)-1 "I" -=F=- - ---- J" r-1 I I MI n I WF-1.33 LNL.I voi J � o I 2 15's x 6'-0" CRACK SEE 1 S5,05 FOR nl 1 II ( (3) 2x4 STUDS W/ BARS POSITIONED IN THE FOOTING, COLUMN 2x4 WOOD BRNG WALL 1 SI PSON HTT4 EA. 1 04 MIDDLE OF SLAB TYPICAL AND BEAM DETAIL W/ SYP #2 STUDS ® L �` E OF OPENING ® INSIDE CORNERS AND 12" O.C. (TYP.) I I 110 AS SHOWN. I i Nam_ �_10 1 ❑ r,l I O PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY. I �I PLAN NOTES: I C4 `� 00 jyjp1 ,TimATMENT REQUIRED 1 SEE GENERAL NOTES ON SHEET S1.01 0 1 0 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND L, v SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT L I11 1 (3 2x4 STUDS AND ENGINEER OF RECORD IN WRITING IF ANY _ 1 SON HTT4 EL DISCREPANCIES ARE FOUND. I I OF OPENIN I ED ❑3 PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL I 1 _ 1 6'-11" ° TREATMENT PER MFG. SPECS. (SOIL TREATMENT PER FBC :: I� I I O O I 15/S5.(;1 a, R-318) I ® El El I I I ® SLAB ON GRADE: 4" (TOTAL - U.N.O.) CONCRETEiff j I I I I I REINFORCED WITH 6x6-W1.4xW1.4 W.W.F. PLACED 1" FROM I I I (II 1 3 2x4 STUDS W/ 1 TOP OVER VAPOR BARRIER (SEE ARCH'L. DRWG'S.) ON- ` I ` I i' I I I N HTT4 EA.00 COMPACTED SUBGRADE. TOP OF SLAB ELEV. = 0'-0" I I I I 1 SIDE F OPENING I ._ I _ (REFERENCE) UNLESS NOTED OTHERWISE. COORDINATE I __ I "' ALL SLAB DEPRESSIONS, SLOPES AND LIMITS THEREOF M o --- I U 1 -to1 i I ---- - -- � WITH ARCH'L. DRWG'S x (3) 20 STUDS W/ ( I 2" 4a ADD'L 6x6-W1,4xW1.4 W.W.F. (PLACED 1" FROM TOP OF 1 SIMPSON HTT4 EA. SLAB) ® PERIMETER OF BUILDING. SEE FOOTING DETAIL �I I SIDE OF OPENING j I 15/S5.01 FOR LOCATION OF W.W.F. I ��✓J I I I L (3) 20 STUDS o W SIMPSON BOLLARD DETAIL, I. , �I I / PER 6/S5.02 WALL O n ❑ � INDICATES MASONRY BEARING � 1 ti '� I WF-1.33 � I�l I � HTT4 BELOW G.T.. I REINFORCED W/ (1) #5 VERTICAL 4'-0" ° ° 00 O.C. MAX. GROUT FILLED CELLS SOLID U ^ } ---- - ------ ---- �\ ALL CORNERS, MASONYI OPENINGS WHICHDARE ESH SHOWN ONRPLAN. I + , \Q Q N ! NL J I I Lf) - N N • INDICATES #5 IN GROUT FILLED CELL I O I 1 ,* L 1O I 4'-3"� 4'-3' 5'-7" 5'-11'' BELOW WINDOW SILL, I a 1ro INDICATES #7 VERTICAL IN GROUT FILLED I CELL I r I I PAVERS INDICATES (2) #5 OR (2) #6 (SEE PLAN) to VERTICAL IN GROUT FILLED CELL i 10/SM.01 m © SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND I _ �O o I I CONSTRUCTION INFORMATION OF INTERIOR I I L - ' N I -I I WF-1.33 F- .OB WF-2.OB 2 r � NON -BEARING PARTITION WALLS NOT SHOWN N _ _ r 1 - PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL 1 O L� I J L"I I pill 111111101111111110 111111110 ji J FRAMING INFORMATION. I - - - - - - - - - - - - - - - 5- „ -„ r ' I� I 1 I WF-1.33 I ❑7 CONTRACTOR SHALL VERIFY FILLED CELL ® EACH SIDE OF OPENING WITH ACTUAL OPENING OF DOOR ND 14/S5.01 ' 1 I PAVER$ I o 1 WINDOW. to Cs' I I I p, COORDINATE SLAB RECESSES, SLOPES AND 1 I o0 1 ( ✓7I - 8 I I �I �i o ELEVATIONS W/` ARCHITECTURAL DRAWINGS 9 I I I 00 N �FOUNDg ALL THE CMU WALLS ARE 'SHEAR WALLS. L--_-- WF-1.33 -- - WF_2:OB WF-2.0 I IXTION N A ❑ I 77W1 I I SCALE: 1l4„ ^. 1. _ F 10 ALL ANCHOR BOLTS FOR POST ANCHORS TO B 5/8" I WF-1.33 ---- ( I I I WF-2.0 I --- -200 DIA. THREADED ROD WITH NUT ON EMBEDDED END I 1/S5.01 I I AND HAVE MIN. 9" EMBEDMENT U.N.O. _ N 4/S 01 SIM H „ „ „ „„ ASE ENGINEERING SERVICES, INC. 5 -11 5 -5 6 -8 6 -8 -4 3-8 -4 3 -5 -8 4'- 1 4'- 1 1 -8 3 -5 -4 16 -0 -4 - STRUCTURAL DESIGN GROUP "Ilele TA YiE BEST OF MY KNOXEDGE, THE BUILDING DESIGN PLANS AND SPECIRCADONS OCLIPLY p BUILDING STRUCTURAL DEAON CODE. THE SIGNING AND SEALING OF THE PLANS AND 11''-4" 13'-4" 6'-4" 18'-4° 18'-$f> V€$IFlCATIONS ARE ONLY FOR THE WIDING'S STNUCTURAL COMPONENTS AFFECTED BY RIND, AND GRAVITY LOADS ---- 10244 East AND Drive, Suite 202 O, n ®Honda, Florida 32817 - 407-677-5565 Fax 407-730-2999 68 -D Certificate of Authorization No. 25873 3s s A R C H IT EC T S 021 NOW" t 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 iDRAFTING BY: A.R. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX 141 SUBDIV. Sc LOT: B,IVERBEND LOT #4 C EIRAGE SWING: RIGHT ENGINEER STATE OF FLORIDA 1 ASON XIE, .E, NO. 51161 PRINT DATE: 03 29 17 SCALE: AS NOTED SHEET NO: ip 02. A R C H I T E C BB-1 n in' o" TnQ BEAM SCHEDULE MARK DESCRIPTION f'c (psi)SIZE W"xH" REINFORCEMENT STIRRUPS REMARK BTM. TOP MID SIZE SPACING BB-1 MASONRY 3000 8x8 N/A (1) #5 N/A N/A N/A SEE NOTE 2 BB-2 MASONRY 3000 8x16 (1) #5 (1) #5 N/A N/A N/A SEE NOTE 2 RB-1 CONCRETE 3000 8x8 N/A N/A (2) #5 N/A N/A SEE NOTE 3 NOTE 1 wr z INDICATES OPENING BELOW T.O.B.=TOP OF BEAM T.O.L.=TOP OF LINTEL NOTE 2. BB-1, BB-2 ARE AROUND THE BLOCK WALL FOR THE SUPPORT OF TRUSSES AND LEDGERS, SEE SECTION FOR ELEVATION. NOTE 3. PLACE RB-1, RB-2 ON THE TOP OF GABLE END BLOCK WALL. NOTE 4. (2) #5 STEEL BARS (OF BB-3) MUST BE EXTENDED 3' INTO BB-2. vvvvv rRNMED ARCH PER 86/S5.04. ARCH PROFILE PER ARCH'L DWG'S Z 1 TOWER LIFT BEAM PLAN A SCALE: 114" = 1' - 0" /Gr Des_ign III roulp inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r oil I I SUBDIV. & LOT: RIVERBEND LOT #4 PROJECT# 03303.004 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. "A" GARAGE SWING: RIGHT PAGE: FIRST LIFT BEAM PLAN 170 MPH EXPOSURE 'C" ENGINEER STATE OF FLORIDA XIE, P 51161 PATE: INT 03 29 17 1 SCALE: AS NOTED 1 SHEET NO: 52.02A A R C H I T E C T S �cxtmUi�flnc. 5 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 954)708-2468 FAX 1111111111 XIE, R 51161 r 11V 1 ATE: 03 29 17 SCALE: AS NOTED SHEET NO: S4. LF TELLS SOLID AT ALL VERT. NFORCING, SEE PLAN GROUT CELLS SOLID AT ALL VERT. AND SPACING. (TYP.) WALL REINFORCING, SEE PLAN DOWELS TO MATCH FOR SIZE AND SPACING. (TYP.) REINFORCING. PROVIDE FOOTING DOWELS TO MATCH IA. LAP SPLICE. MASONRY WALL (BEYOND) VERTICAL REINFORCING. PROVIDE 6-W1.4xW1.4 W.W.F. SEE PLAN (TYP.) 48 BAR DIA. LAP SPLICE. 1" FROM TOP OF SLAB ADD'L 6x6-W1.4xW1.4 W.W.F. CONC. OR 1-1/2" RECESS FOR SGD (1) #5 IN CO (PLACED 1" FROM TOP OF SLAB) 3T_0,, PAVER BY a TOP OF OTHER 3'-On CONC. CURB F _ _— 3'-0" w NI Ij SLOPES DN — _ d =I —� �- — o IN SLOPES DN o \\%\\%\\%\\ —III I I 1=1 N —�=� �_ �i\�i\�i\\ice RA N N\%/ �� III —III —III SEE PLAN FOR SLAB G DE, �_� I \ \\i\\ to THICKNESS AND R INFORCING /�-6 MIL VAPOR BARRIER LL SEE PLAN FOR SLAB GRADE, cl�(TYP.) �, THICKNESS AND REINFORCING SEE ARCH. DRAWINGS 6 MIL. VAPOR BARRI R "' � (TYP.) 3 CLR. SEE ARCH. DRAWING _ " 6 MIL. VAPOR BARRIER "' 3" CLR. SEE ARCH. DRAWINGS EE FTG SCHEDULE 3" CLR. OR SIZE AND REI EE FTG SCHEDULE EE FTG SCHEDULE, OR SIZE AND REI OR SIZE AND REINf. TH I I I I I SCALE: N.T.S. SCALE: N.TS. LINTEL PRECAST HEADER DOOR TRACK 2x 16" O.C. 1/2" DIA. ANCHOR BOLT W/ MAX. (SEE PLAN) OVERSIZED WASHER @ 16" O.C. W/ MIN. 7" EMBEDMENT IN CONC. SIMPSON SPH4 OR SIMPSON SPH6 CSEE PLAN FOR SLAB GRADE 16 O.C.. THICKNESS AND REINFORCING (TYP.) _-III COMPACTED M, EE FTG SCHEDULE SUBGRADE. (TYP,) OR SIZE AND REINf. THICKENED crcnax w a o0 � =wD:f- NOfw�C0 (1) #5 LU SLOPES DN 0 w cn U-1 U-1 J U 3" CLR. . - GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) - FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. _ ADD'L 6x6-W1.4xW1.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) 3'-0" —11111-1 —� SEE PLAN FOR SLAB G THICKNESS AND REIN C (TYP.) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS FTG SCHEDULE' SIZE AND REIN7. 2 X 8 (PT !PLATE EACH SIDE OF DOOR OPENING ATTACHMENT AS PER PRODUCT MANUF. FTG PER S14/5.01 P TPArV WOHIK11 rIPTAII 9 SCALE: N.T.S. PAVERS GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE 48 BAR DIA. LAP SPLICE. CONC. OR PAVER BY CD OTHER SE FTG SCHEDULE ON S2,01 FOR" FTG SIZE AND REINFO ING 10 NIAONRY` COL FIG scALE: N.Ts. MASONRY WALL (BEYOND) SEE PLAN (TYP.) 3-1/2"x12" RECESS 8N L F., S-0" SEE PLAN FOR - SLAB ON GRADE _ fix"✓ i THICKNESS AND v"i III -III— REINFORCING. III (TYP.) 6 MIL. VAPOR BARRIER N SEE ARCH. DRAWINGS OL SEE PLAN TY /SLAB < \ v'i -(1) #5 CONT. CORNERS COMPACTED I SUB -GRADE TE§SEP�. -, fte co>�?v 2x @ 16" O.C. MAX. 1/2" DIA. WEDGE BOLT @ 16" O.C. (SEE PLAN) W/ MIN. 7" EMBEDMENT IN CONC. SIMPSON SPH4 OR (1) #5 CONT. SIMPSON SPH6 „ 16 O.C. SEE PLAN FOR SLAB GRADE 'REINFORCING THICKNESS AND VARIES (TYP.) z o, — 1 COMPACTED SUBGRADE. (TYP.) TURNDOWN SLAB EDGE REINFORCED EE FTG SCHEDULE W/(3)-#5's CONT. AND #5 ® 48" OR SIZE AND REI . O.C. TRANSVERSE (TYP.) I o i TI SCALE: N.T.S. :,T OUTSIDE CORNER BARS TO MATCH SIZE AND NUMBER WITH THAT OF HORIZONTAL REINFORCING BARS. (TYP.) PROVIDE 2x4 KEYWAY (TYP.) TYPICAL HORIZONTAL - REINFORCING. 10011110 - a 25" (MIN.) LAP ®■ INTERSECTIONS a J z to CV A SE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP E BEST OF NY KNOMt M. THE BUILDING DESIGN PLANS AND SKORCATONS C PLY BUILDING STRUCTURAL DESIGN CODE: TIE SIGNING AND SEALING OF THE PLANS AND €64ATONS ARE ONLY FOR THE BUILDING'S STRUCTURAL COMPONENTS AFFECTED BY IMND, AND GRANTY LOADS 10244 East Colonial Drive, Suite 202 brlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 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 DEERFIEL.D BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX Qu�u� SUBDIV. & LOT: RIVERBEND LOT #4 GARAGE SWING: RIGHT MALSON XIE, PxE. "NO. 51161rEA- INT ATE: 03/29/117 SCALE: AS NOTED I SHEET NO: s5.0 SUBDIV. & LOT: RIVERBEND LOT #4 GARAGE SWING: RIGHT MALSON XIE, PxE. "NO. 51161rEA- INT ATE: 03/29/117 SCALE: AS NOTED I SHEET NO: s5.0 i PRE-ENGINEERED WOOD ROOF TRUSSES AT 24"O.C. (MAX) TYP. o SEE ROOF PLAN FOR CONNECTOR INFO o i m SEE ROOF LAN FOR CONNENTOR INFO (1) #5 BAR J J p SEE PLAN e o W -- =c a°-= ° ,. T/BOND BM. = m 11`" I IaF a ° 'la ° < 1a:1 1 14r. 1 14:1 I la' 1 I_ L ° 1,4A a °` °t I ° Q 1I•-;1 f,}.:.i °: I a a rl i I d 14 I II.:.:I ° d ,f 1 I. I L. COORD. W/ARCH'L 2 B/"U" LINTEL f II 1 I CMU LIIUTEL SEE LIFT BEM PLAN t I :• .I ,I OPEN I l iI ADDITill NAL #5 I „I. 1 I•'I `:I I..1 1, I I A SIDD� OPENING ( EE PtIAN (TYP.) I i r• L I t•: 1 I I•el I I I,,l I} .:{ i �1.:{ 1.�4 { °I L :' 51GROUT SOLID # I 1at°1 1:1 L: •1 L . 'I L <'I j r+� r�7� .fit v+— ,I}i:II•{ 11�1+�: I ✓I I::: �. 1'l tl� ill<� r W Z J o I II j 1 IL �� 00 J r itp� hrrhl r `1 r 1 r 1 OILSEE PLAN '1t1 1,.11.1 ri 11-1--- ---- It)- - --- --- - 1. G ----- [ 1'I - --- T/SLAB 1 1 [-klj I t' l a 1 __ L I'I .•{ AjkSEE PLAN L•' i 1 I T/FTG. _J __1 -J _J WALL FOOTING: WF-(SEE PLAN) SEE PLAN AND SECTIONS FOR \ SIZE AND REINFORCING. (TYP.) 1 7TICAL .FNU BEARINGWALL � ELEVATION 00 3 , /4H SCALE N.T.S. WD SILL NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0 OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE ^''^^ ^"^ DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' 1'-4" 6-16d LESS THAN 10' V-4" 4-16d SCALE NT.S. SCALB N,T.S. SCALE. N,TS. rVVRLU VCLL YY/ `I I) WJ BAR CONT. FROM BEAM TO FTG; W/ 12" HOOK MIN. �12" S"I LOT'I 1 I CN REFER TO ARCH. FOR ARCH PROFILE A u i . F. g L-, l ' ,< „I 1. m m1. (1) #5 EXT. CMU WALL CREATE APPROX. 44 HOLE IN FACE OF MASONRY TO ALLOW GROUT TO FLOW THROUGH ARCH FRAMING SCALE N.T.S. DOOR/ WINDOW 1x P.T. BUCK NAILED W/ 0.099" x 1�" .COIL NAILS ®12" O.C. MAX. W/ 6" MAX. EDGE .DISTANCE OR PER. PRODUCT APPROVAL SPECIFICATIONS (4" O.C. THROUGHOUT 0 SLIDING GLASS DOORS) OR 2x P.T. BUCK W/ J" bIA x 1i" EMBED. TAPCON TO CMU WALL @ 12" O.C. MAX. OR PER PRODUCT APPROVAL SPECIFICATIONS MOM AND/ 1 a) SCALE: NTS. 2x4 BLOCKING BETWEEN TRUSSES 24° O.C. TOENAILED TO ADJACENT TRUSSES.. W/ (2) 16d COMMON NAILS AND SECURED TO BEAM W/ IMPSON HGAMIOKTA TO BRACE TOP OF WALL TOP CHORD OF WOOD TRUSS I BTM. CHORD OF WOOD TRUSS �S 1x4'BTM. CHORD BRACING, SEE PLAN O FOR LOCATION. s " OFF WALL BRACING SCALE N.T.S.04 _ s F yam- i � 4 1 / r� _ 6" DIA. STEEL PIPE. w/ 1 /2N x 9" x 9„ I I BASE SLAB PL. ANCHOR TO w/ (4) 3/4"x4" I I I I BASE PL 1/2" x 9" x 9" EPDXY BOLTS. { x 1 I =z MINIMUM 3TUD WALL AND HEADER STUD REQUIREMENTS UPLIFT CONNECTION REQUIREMENT AT POINTS '';:'(TOP AND BOTTOM Of MAXIMUM HEADER SPAN(FEET) 3 s s 12 15 18 HEADER ST OS UPLIFT. CONNECTION IS REQUIRED ' AT EACH END OF HEADER NUMBER of HEADER sruos AND AT BOTTOM OF HEADER STUDS IN SUPPORTING :END of HEADER ADDITION TO CONNECTORS AT WALL STUDS 1 1 2 2 2 2 UNSUPPOR�EO WALL HEIG T STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER I 10' OR LESS ° 12 1'6" 2 2 2 2 3 3 3 3 3 3 3 3 24" 1 2 2 2 2 2 12" 2 2 3 4 5 5 GREATER THAN 10' 16" 2 2 3 3 4 4 24" 1 2 2 2 3 3HEADER *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER IS SUPPORTED BY A SUITABLE FRAMING ANCHOR E 10 SCALES N.T.S. Cs CD r6)- BOLLARD DEETAIL ) I I ¢o . COMPACTED -- (1) #5 CONT. SUBGRADE L�_ SCALES N.T.S. MIE A File Copy SEENGINEERING SERVICES, INC. — STRUCTURAL DESIGN GROUP. TO BEST OF MY KNOWLEDGE, THE BVItDINC DESIGN PLANS AND SPECIFICAilONS COMPLY M1 BUILDING SIRUCiURAL DESIGN CODE, THE SIGNING AND SEALMC OF THE. PLANS AND SPEEIFCA110N5 ARE ONLY FOR THE BUILDINGS 51RUC1URAL COMPONENTS AFFECTED By YAND, LI AND CRANtt LOADS 10244 East Colonial Drive, Suite 202 %ntlo, Florida 32817 — 407-677-5565 Fax 407-730-2999 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A14 #: 0003325 LDEERF asiasmrd0 BY A.B. ESIGN GROUP AFTING INC. EAST NEWPORT ; DRIVE, SUITE 207 482-0957 OFFICE 708-2468 FAX IA�P� XIE, P.E� 0. 5t161 zaFZrNT TE:03 29 17 ]]LA. SCALE: AS NOTED SHEET NO: S5.02 i NAIL SHEATHING 4" O.C. WALL a ALLO WABLE UPLIFT = 6000 LBS 2 BOLTS IN TOP HOLES MEMBERS AND BLOCKING W/ 10d NAIL 1a ALLOWABLE UPLIFT — 1810 LBS (.1 STRA � 2 ( )01 1b ALLOWABLE UPLIFT = 2480 LBS 2 STR S) 2b ALL WABLE UPLIFT 11000 (4 BOLTS) SIMPSON HETAL20 20 BLOCKING @ SEAMS ON 19/32 CDX PLYWOOD SHEATHING W/ 8d RING (2) SIMPSON HETAL20 TR SS 19/32" CDX PLYWOOD SHEATHING W/ 8d RING EDGE OF FL T @ GABLE "DGES AND 4 2x4 @ 24" O.C. 1 or 2 SIMPSON HETAL20 SHANK NAILS @ 4 O.C..C. FIELD, SHANK .NAILS @ 4" O.C. FIELD, EDGES AND 4" ENDS UNO SECURE BLOCKING TRUSS ANCHOR W (14) O.C. DIAPHRAGM BOUNDARIES (FASCIA) ANCHOR W/ USS. 10d x I E O.C. DIAPHRAGM BOUNDARIES (FASCIA) - \ 10d NAILS TO TRUSS / (3) 16d TOE / NAILS ,TO TRUSS. PROVDE i ®4" O.C. NAILS EA E D 10d x 1 NAILS TO ENGINE RED WOOD- TRUSSES 5 MINIMUM CONCRETE ENGINEERED WOOD TRUSSES TRUSS. PROVIDE 5" EMBEDMENT. @ 24" O.C. SUBMIT SHOP MINIMUM CONCRETE @ 24 SUBMIT SHOP DRAWINGS FOR REVIEW. DRAWINGS FOR REVIEW 2x8 FASCIA TO EA. AND APPROVAL AND APPROVAL 2x4 OUTRIGGER W/ SIMPSON EMBEDMENT. (2) 16d HDG NAILS 8r U24 2x8 FASCIA TO EA. 2x8 FASCIA TO EA. SIMPSON FGTR STEEL TRUSS W/ (3) 16d TRUSS W/ (3) 16d CONNECTOR W/ 1/2" TITEN HDG NAILS PER ARCH MASONRY BOND HDG NAILS P R ARCH HD BOLTS AND (18) " DIA. BEAM PER PLAN z x 3" SDS RETURN FOR LEVEL RETURN FOR RAKED CONC. LEVELx4 CON , 1X4 BTM CHORD BRACING , MA SONRY Y BOND BEAM PER PLAN P.T. 2 T B' ELEV. B ELEV. zBEAM PER PLAN FASTEN TO WALL AS SHOWN ON PLAN W/ 3/16" DIA. x3" SECURED W/ (2) 10d IF 4 BOLTS ARE USED TAPCON @ 12" O.C. NAILS EA INTERSECTION ENSURE THAT CELLS ARE GROUTED' SOLID, 8" EACH SIDE OF BOLTS -- VERHANG (a MASqNRY GABLE iw 'Ilo TYPIC v TYPICAL.I . Ill % Rd j SCALE N.T.S. SEE PLANS AND PLAN NOTES FOR LOCATION OF GROUTED CELLS STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR MAX HEIGHT OF POUR = 10'-81), GROUT TO CONFORM TO ASTM C476. MAXIMUM AGGREGATE SIZE = 3/8 SLUMP = 8" TO 11". PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3"x 3". ALL OVERHANGING MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL PRIOR TO GROUTING, BUT AFTER INSPECTION. NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAIT NOT LESS THAN 24 HOURS. TYPICALHIGH LIFT SECTION/00'�� GROUTING y 2X4 P.T. SECURED TO MASONRY W/ 1/4" DIA. x RAKED CONC. BEAM. 3" TAPCONS @ 16 O.C. SEE PLAN & SCHEDULE 1X4 DIAGONAL BTM. CHORD -------- BRACING. SEE PLAN FOR LOCATION 0 PRE—ENG'D WOOD _N TRUSS (TYP) @ 24" r O.C. MAX USP HLPTA75 (TYP) 8a 8b ALLOWABLE ALLOWABLE UPLIFT = UPLIFT = 1380 2760 LBS LBS 1 STRAP �2 STRA S) 1 1 or 2 SIMPSON H10A TRUSS ENGINEERED WOOD ANCHOR W/ 10d x 1 j" NAILS TO TRUSSES 24" O.C. TRUSS AND 10d x '3" NAILS TO TOP SUBMIT SHOP DRAWINGS PLATE. FIRST ONE APPLIED TO FOR REVIEW AND INSIDE FACE OF WALL. IN ADDITION, APPROVAL ADD (4) 16d TOE —NAILS, 2 EACH SIDE OF TRUSS. 2x4, 26 or 2x8 STUDS @ 16" O.C. 2x LOCKING @ALL PLYWOOD SEAM R SCAL TRU11 LONNECTOR(S) ALES N.T.S. SCALE N.T.S. 1X4 SYP LATERAL RE-INFORCING- 36" O.C. MAX @ TRUSS BTM. CHORD, SECURE W/ (3) YOd NAILS @ EA. TRUSS CHORD SCALE N,T.S. 6'-0" MAX SEE PLAN FOR LOCATION 1 x4 BTM. CHORD BRACING 72" O/C MAX., SECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP. o N cn _ cN ; � 73 1x4'DIAG0NALjTh. BRACING, SEE FOR LOCATION CHORD N BTM. /W00 END WALL OR OTHER END TYPE CONDITION, IF SEE PLAN DEPICTED -- — ---- OILARCH. BRIG. _ APPROX. RIDGE HEIGHT —SIMPSON SP2 8d NAILS @ 6" (TYP.) O.C. TYP. — 2x6 BLOCKING @ 48" O.C. CORNER FRAMING 5/8" OSB SHEATHING W/ 8d NAILS @ 4" O.C. TYPICAL 4 SIDES 24 FRAMING @ 16" O.C. 2x 4 X-BRACING W (4) 10d TOE NAILS 2x4 X—BRACING @ EA. SIDE (TYP.) I j (5) #10 x 3 LONG WOOD SCREWS AT BOTTOM OF TRUSS PROVIDE 2x6 BRACES FROM STUD TO TRUSS (TYP.) AT EACH CORNER FOR 2—BAY SPACES r13IRTS. FRAMINGMNIEY DETAIL SCALE: 1 x2 PT DRIP EDGE (2) 5/8" CDX TOP PLATE SCALE: N.T.S. fte CHORD OF )ROOF TRUSSES ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP T® TIE BEST OF MY xNOMLEDOE, THE BUILDING DESIGN PUNS AND SPECIMCATONS COMPLY MHTH BUILDING STRUCTURAL DEIGN CODE. THE SIGNING ANDSEAIING OF THE PLANS AND tcinc ATOMS ARE ONLY FOR THE BUILDING'S STUCTIRAL COMPONENTS AF CUED BY MIND, LIVE AND GIUNT LOADS 10244 East Colonial Drive,Suite 202 Orlando,. Florida32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 1441 N. RONALD REAGAN BI L0NGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 jr DRAFTING BY: LDEERFTIELD DESIGN GROUP AFTING INC. E EAST NEWPORT R DRIVE, SUITE 207 BEACH, FL 33442 482-0957 OFFICE 4 708-2468 FAX ti a U IN u SUBDIV. Sc RIVERBEN LOT #4 GARAGE SWING: RIGHT I EP. tSOALE: AS NOTED 1 SHEET NO: .03 A R C H IT E C T S SEE ROO[ PLAN FOf CONNECTOf INF( USP SPT2A @ 16" O.0 2x6 KNEE WALI (24 @ 16" O.C. (2) 1/4" LAG x 5 LONG EACH TRUS`. USP SPT2, @ 16" O.0 1 SECTION SCALE KTS 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x WOOD or Yz" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2—ROWS, 6" O/C L SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW. SHORT 2x STUDS BENEATH WINDOW SILL SEE ROOF P FOR CONNEC I I USP @ 16" ROOF PLAN CONNECTOR 0 3ONRY BOND tM PER PLAN SECTION 2 scALE KtS. NRY BOND 'LAN SEE ROOF PLAN FOR CONNECTOR INFC 6 O.C. " LAG NG BUSS PREMANUF. TRUSSES USP SPE @ 16" OA SECTION 3 SCALB KT^� (3) 2x12 HEADER PROVIDE --DBL. TOf2PLAr---------------------Y2-"_PLYWOOD—FILERS) ~CONT. NAIL ALL TOGETHER W/ 16d COMMON N 26 FLOCKING FOR SHUTTER INSTALLATION. NAILS, 2—ROWS, 6" O/C \ PROVIDE Y2" PLYWOOD FILLER(S). N NAIL ALL TOGETHER W/ 16d COMMON /// NAILS, 2—ROWS, 6" O/C (1) 26 FLAT TOE NAILED TO JACK STUD _2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O/C _ 26 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE Y" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2—ROWS, 6" O/C SINGLE BTM. PT PLATE SECTION A —A, SILL AND HEADER FRAMING SCALE: N.T.S. N LAP TOP PLATE A MIN. OF 48 AND NAIL VERIFY HEIGHT OF WALL W/ 16d COMMON NAILS, 2—ROWS, 4" O/C W/ PLAN BTM. LAP TO OCCUR OVER STUD %" 0 X 8" MIN. EXPANSION BOLT W/ 30 OVERSIZED WASHERS PLACED 16" O/C4" MIN. CONC. EMBED 2x MID —HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE —NAILS, E.E. X N Q 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x WOOD FILLER(S). NAIL ALL TOGHETHER W/ 16d COMMON USP RT16A NAILS, 2-ROWS, 6" O.C. BTM. MEMBER OF TOP PLATE SPLICE MUST OCCUR OVER STUD. USP LSTA18 W/ 10d x 3" GALV. COMMON NAILS, (7) EACH END TOTAL OF 14 NAILS. APPLIED TO INSIDE FACE ONLY. N m N X CV 16" O.C. 2) 1/4" LAG 4" LONG ACH 2x4 2x4 @ 24" O.C. W/ SMPSON LUS24 =ACH END 1/4"x4" LAG SCREW @ 8" PREMANUF. O.C. TRUSSES DBL. TOP PLATE CONT. on 0 X N 2x STUDS @ 16" O.C. O (2) 2X TO G.T. W/ 12d @ 8" O.C. FIELD —CUT 2X12 TO BARREL ROOF PROFILE SEE ROOF PLAN FOR CONN. INFO USP SPT26 @ 16" O.C. 26 @ 16" O.C. USP SPT22 @ 16" O.C. G.T. PER TRUSS MFG. (2—PLY MIN.) SECTION 4 SCALE KTS. o \ -----rn--------- X N 4'-0" MIN. TOP PLATE SPLICE AND NAIL W/ 16d COMMON NAILS, 2—ROWS, 4" O/C 2x6 PT BLOCKING TIGHT BETWEEN TRUSSES — SECURE TO ADJACENT TRUSSES W (2) 16d GALV. COMMON NAIL TOE— AILED, EACH END. NAIL BLOCKING T TOP PLAT W/ (3) 16d COMMON NAILS. -SIMPSON A35 1) 26 FLAT OE NAILED TO 0 X 8" MIN. EXPANSION BOLT Y W/ 30 OVERSIZED WASHERS PLACED 32 0/C, 6 MIN. CONC. EMBED NOTES: 1. ALLOWABLE UPLIFT SHALL NOT EXCEED 1225 LBS 2. THIS REPAIR IS LIMITED TO NO MORE THAN TWO (2) DISPLACED EMBEDDED ANCHORS IN A ROW USP HTWM16 W/ (4) TRUSS 1/4" X 2-1/4" TAPCONS TO BOND BEAM MASONRY WALL 16" CONT. POURED CONC. BOND BEAM TYP. TRUSS ANCHORAGE- RETROFIT SCALES RT.& I I I I O I I I O I I (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C USP SPTH4 OR USP SPTH6 TOP & BTM. STUD PLATE TIES W/ 10d x 1Y2' GALV. COMMON NAILS FILL EVERY HOLE, DO NOT USE 3" LONG NAILS! LAP TOP PLATES AT CORNER, TYPICAL STRAPS R UIRED JUST NOT SHOWN FOR GLARITY SEE OPPO TE SIDE OF FHIS HEADER F STRAPS. SECURE FLOOR TRUSS TO TOP PLATE (2) FULL IGHT W/ (4) 16d COMMON NAILS, 2x STUDS 2 EACH SIDE. (2) JACK 2x STUDS UNDER HEADER 32" MAX. C—C SPACING TYPICAL INTERIOR OR EXTERIOR WOOD FRAME BEARING WALL CONSTRUCTION DETAILS SCALE KTB. 2x MID —HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE —NAILS, E.E (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" O/C PRE—ENGINEERED TRUSSES DRILL 6" INTO EXIST. FTG. 30" VERT. LAP REQ'D. HETA16 P.T. 2X's ON MASONRY EPDXY & #5 File Co_py EXISTING FTG. MISSING DOWEL DETAIL SCALE KTR 2x W/ (2) 12d NAILS @ EA. END FOR SHEATHING ATTACHMENT -- (2) 2x MEMBERS NAILED W/ (2) 12d TOE NAILS TOP AND BOTTOM 2X RADIAL FRAMING W/ 8d NAILS SEE PLAN 3/16" X 3" TAPCONS @ 4" MAX. FROM ENDS AND @ 8" O/C MAX. NON —LOAD BEARING WOOD FRAMED ARCH OPENING BETWEEN MASONRY DETAIL 8A SCALE Krs HETA16 8" CMU ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TD THE BEST OF MY NNOM.EDGE, THE BOLDING DESIGN PLANS AND SPECIMCARONS COMPLYMN BUILDING STRUCTURAL DESIGN CODE. THE SIGNING AND SEAUNG OF THE PLANS AND SPEcinCA`RONS ARE ONLY FOR THE SUIONG'S STRUCTURAL COMPONENTS AFFECTED BY NND. LIVE AND GRANTY LOADS. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873. 4Group-inc. Design 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NJEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � STJBDIV. 8c LOT: RIVERBEND LOT #4 PROJECT# 03303.004 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. "A" GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS 170 MPH EXPOSURE 'C" ENGINEER STATE OF FL-ORIDA MASO XIE, P.E 51161 rCADTE:T 03/29/17 LE: AS NOTED ET NO: S5.04 A R C H I T E C T I Desi n Group 12. 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 11111111111 Limommommmom SUBDIV. & LOT: RIVERBEND LOT #4 PROJECT#, 03303.004 MODEL: YO RKS HIRE "PLAN 2" 6811 ELEV. "A" GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS L170 MPH EXPOSURE "C" ENGINEER STATE OF FLORIDA )ON XIE, P NO. 51161 PTE: ZINT DA03 29 17 1/SCALE: AS NOTED SHEET NO: S5.05