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GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 2014 RESIDENTIAL EDITION OF THE FLORIDA BUILDING CODE AND IN CONJUNCTION WITH ASCE 7-10. 2. DESIGN LOADS; FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. 3. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BOURNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 2014 EDITION. 4. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 5. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 8. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 9. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 10. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES Al 1. GAR E DO A. DESIGNED TO MEET REQUIREMENTS SET FOURTH IN FBC 2014. D L T SUP ED B ARA 0 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER FBC 2014 SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNE>S, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER FBC 2014, SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING c F A MINI MUM N0.26 GAGE 0.48 ,✓1M SHEET STEEL I" MIN. M THE GARAGE SHALL BE CONSTRUCTED 0 ( ) THE DWELLING FROM G RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SITE WORK 1. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 2. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF, TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 12. LOT SPECIFIC PERMIT SETS OF DRAWINGS AND DETAILS ARE DESIGNED ON THE PREMISE THAT EXTERIOR SIDE WALLS OF THE BUILDING LOCATED A MINIMUM OF 5-0" AWAY FROM THE SIDE LOT PROPERTY LINE ARE UN -RATED AND IN COMPLIANCE W/ FBCR 302. ARCHITECT/ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR LOCATION OF BUILDING ON SITE. WHEN BUILDER LOCATES BUILDING W/ EXTERIOR SIDE WALLS LESS THAN 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.. GENERAL NOTES: 1. GARAGE NOTES: PROVIDE PERMANENT SIGN ( WITH LETTERS NOT LESS THAN 1/2", READING: "DANGER DO NOT OPERATE ENGINES W/ DOOR CLOSED CARBON, MONOXIDE EMISSION IS LETHAL." POSTED ON INSIDE OF GARAGE DOOR. AS PER FBC 2014 SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %:-INCH GYPSUM BOARD OR EQUIVALENT. GARAGE BENEATH HABITABLE ROOMS TO HAVE R-11 INSULATION AT CEILING PER ENERGY CODE FORM. 2. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. 3. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR REINSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRICAL PANEL.. 4. BATH-TUB/SHOWER GLASS ENCLOSURES IF USED TO BE TEMPERED GLASS. 5. SHOWER HEADS SHALL HAVE ANTI -SCALD DEVICES. 6. ALL BATHROOM DOOR LOCKS SHALL BE DESIGNED TO PERMIT THE OPENING OF THE DOOR FROM THE OUTSIDE IN CASE OF EMERGENCY. 7. USE APPROPRIATE CEMENT BOARD, INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. BATHTUB & SHOWER FLOORS & WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE, SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 9. BATHROOM FINISHED FLOOR SHALL BE OF IMPERVIOUS MATERIAL AS TILES. 10. FIRE STOPPING AND DRAFT STOPPING SHALL BE INSTALLED IN WOOD CONSTRUCTION AS SPECIFIED IN FBCR SECTIONS R302.11 AND R302.12. 11. WALL AND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450 PER SECTION R302.9, 12. STRUCTURE TO ADHERE TO CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR DAMAGE PROBABILITIES FROM WEATHERING AND TERMITE INFESTATION PER TABLE R301.2(1). 13. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDSTBCR 302.7 14. EXTERIOR WINDOWS SHALL BE CAPABLE OF WITHSTANDING A FORCE OF 150 POUNDS APPLIED IN AN OPERABLE DIRECTION. 15. AN OUTSIDE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH 24" IN HEIGHT AND 5.7 SQ. FT. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR. ALL WINDOWS SHALL BE PROTECTED W/ FLORIDA APPROVED NOA STORM SHUTTERS. 16. ALL INSULATION MATERIALS TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 PER SECTION R302.10. 17, WOOD WALLS WILL BE WATERPROOFED (WRAPPED) PER FBC 1403.2 AND FOLLOWING MANUFACTURES SPECS. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06 TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATEGORY �BJECTTO DAMAGE FROM Frost line Weathering' depth° Termite` WINTER DESIGN TEMP° I ICE BARRIER NDER LAYMEN REQUIRED' FLOOD s HAZARDS AIR FREEZING INDEX MEAN ANNUAL TEMP' Seed' ImPnl T. o ra hia errec9s"INnI 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. CERAMIC TILE INSUL. INSULATION SIM. SIMILAR INT. INTERIOR SL. SLIDING D. DRYER SL. GL. SLIDING GLASS DBL. DOUBLE LAV. LAVATORY STD. STANDARD D.G. DUAL GLAZED LUM. LUMINOUS SWS SHEAR WALL SECTION DIA. DIAMETER DIM. DIMENSION M.C. MEDICINE CABINET TEMP. TEMPERED GLASS DISP. DISPOSAL MFR. MANUFACTURER THK. THICK DP. DEEP MIN. MINIMUM T.O.C. TOP OF CURB DR. DOOR M.T. METAL THRESHOLD T.O.P. TOP OF PLATE D.S. DOWNSPOUT MTD. MOUNTED T.O.S. TOP OF SLAB DTL. DETAIL MTL. METAL TYP. TYPICAL D.W. DISHWASHER N..S. NOT TO SCALE U.N.O. UNLESS NOTED OTHERWISE EA. EACH ELEV, ELEVATION O.C. ON CENTER V.P. VAPOR PROOF EQ. EQUAL O.H. OPPOSITE HAND EXH. EXHAUST W. WASHER EXT. EXTERIOR PL PROPERTY LINE W/ WITH P.B. PUSH BUTTON WD. WOOD FX. GL, FIXED GLASS PH. PHONE WDW. WINDOW F.G. FUEL GAS PLT. PLATE W/H WATER HEATER FIN. FINISH PLYWD. PLYWOOD W.1. WROUGHT IKON 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 DOORS/WINDOWS SHALL COMPLY WITH CHAPTER 24 OF THE F.B.C. 2. SEAL TIGHT WITH SEALANT, ALL JOINTS BETWEEN ALUMINUM FRAMING AND EXISTING ROUGH OPENINGS. 3. DIMENSIONS SHOWN ON PLANS, ELEVATIONS, AND/OR SECTIONS DENOTE UNIT SIZES. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ROUGH OPENING DIMENSIONS AT JOB SITE AND COORDINATE WITH WINDOW MANUFACTURER, CONTACT ARCHITECT IF ANY DISCREPANCIES ARE FOUND, BEFORE PROCEEDING WITH THE WORK. 4. EXTERIOR SLIDING DOOR / WINDOW MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, 5. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT MEETING ALL APPLICABLE CODES AND REGULATIONS. (FBC SECTION 2406) 6. ALL GLAZING WITHIN 24" TO AN ADJACENT DOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. ALL WINDOWS, MIRRORS OR GLASS ENCLOSURES AT OR WITHIN 60" OF TUBS AND SHOWERS WITH SILLS LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED, CAT. II, SAFETY GLASS. 7. WINDOWS ADJACENT TO SHOWERS OR TUB MUST BE OF CATEGORY II SAFETY GLAZING. 8. TEMPERED GLASS SHALL COMPLY WITH 16 CFR 1201 AS PER F.B.C. TABLE 2406.2(1). 9. GLASS SHALL COMPL` WITH ASTM C 1036 REQUIREMENTS FOR FLAT GLASS TYPE I AND II AND GSA DD-G451C STANDARD FOR GLASS, FLAT AND CORRUGATED, FOR GLAZING MIRRORS AIlD OTHER USES AS PER F.B.C. CHAPTER 24. 10. INSTALLED GLASS SHALL NOT BE LESS THAN QUALITY INDICATED PER FBCR R612.3 AND F.B.C. CHAPTER 24. 11. DOORS, BATH AND SHOWER ENCLOSURES, AND SLIDING GLASS DOORS CONTAINING GLAZING MATERIAL GREATER THAN 9 SQUARE FEET (0.84 M 2) IN SURFACE AREA SHALL BE CLASSIFIED AS CATEGORY II GLAZING PRODUCTS AS PER F.B.C. TABLE 2406.2(1). 12. ALL GLASS TO BE MONOLITHIC IMPACT GLASS WITH SOLARBAN 70XL LOW-E. ST. LUCTF COL \Tv RT1IT No "MSION REVTFIVLD FOR CON , 'YC REVIEWED DATE PLANS AND PERMIT MUST b XEP ON JOB OR NO INSPECT Lf4V �k AE MADE. THESE PLANS AND ALL PROPOSED WOn ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDE I TO COMPLY WITH ALL APPLICABLE CODES CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE (NiRAC1 OR OF R600RO ALL MANUFA07URES LASLES SHOWING U FACTORS AND SHOO OOMpLIANCE WITH FSC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED SCANNED BY St, Lucie County GrosOinc. 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 IL (954)708-2468 FAX r � SUHDIV. 8c LOT: RIVERBEND LOT #36 170 MPH EXPOSURE "C" PROJECT## 03303.036 MODEL: YO RKS HIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: GENERAL DOTES ARCHITECT: STATE OF FILORIDA � 1151a PL N DE: 09 10 15 - s 'ALE: AS NOTED SHEET NO: G N 1 o r ) V' 0 �1 FOR: srl,' 'ANDARD PACIFIC I 10MES Making You Rigb t A t Hom c 825 CORAL RIDGE [DR. CORAL SPRINGS, FL 33701 Tel= (954) 575-7300 • STATE OF FLORIDA SQ. F°'T. CALC.'S INDEX OF DRAWING CERTIFIED BUILDING CONTRACTOR. LIVING 3088 5Q. FT. CovERED LANAI zlz sQ. FT. SKEET # DESCRIPTION STANDARD PACIFIC DOMES COVERED ENTRY 10e, 5Q. Fr. _ 825 CORAL RIDGE DID. COVERED =ORTIco ro1 SQ. Fr. C1-GovEfR PAGE PG 51.01 GENERAL NOTES } CORAL SPRINGS FL, 33701 3 GAR G14RAGE Oe3 &Q. Fr. GN-GENERAL NOTES PG SL02 TABLES TEL: (954) 575-7300 AI -FLOOD PLAN PG 52.01C FOUNDATION PLAN TOTAL ELEV. "C" 4-10-1 SQ. FT, AI.I-LUINDOW AND DOOR SCHEDULES PG 52.02C FIRST LIFT BEAM PLAN COURTYARD 146 SQ. FT. ,43C-ELEVATION "G" FRONT 8 REAR PG 54.01E ROOF FRAMING PLAN 44C-ELEV4TION "C" LEFT 4 RIGHT PG 55.01 SECTIONS AND DETAILS ,45C-DETAIL5 ELEVATION "C" PG 55.02 SECTIONS AND DETAILS STATE OF FLORIDA DI -DOOR d LINDOW ATTACHMENT DETAILS PG 55.03 SECTIONS AND DETAILS PROFESSIONAL ARCHITECT: DZ-MONOLITHIC WALL SECTIONS 4 MI5C. DETAILS PG S5.04 SECTIONS AND DETAILS NAMES CANTWELL EI-ELECTRICAL FLOOR PLAN AR NO. 12079 P1-PLUIM5ING FLOOR PLAN M1-MECH4NIC4L FLOOR PLAN A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, - FLORIDA 32750 Tel: (407) 774-607B Fax: (407) 774-4078 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2014 RESIDENTIAL • FLORIDA FIRE PREVENTION CODE 5TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2011 EDITION • FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS •ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED(VULT)- 170 MPH 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 Design Groupinc. 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 r � 7777774 SUBDIV. & LOT: RIVEREEND LOT #36 170 MPH EXPOSURE "C" PROJECT# 03303.030 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING-: RIGHT PAGE: COVER RACE SARCHITECT: TATE OF FLORIDA UCT z g 11! JAM_ 0 WFWELL DAT 10 09 //15 SCALE: AS NOTED SHEET NO: c1 �M R C H I T E C T S d) w Ik w .'I f'L V I WALL LEGEND EXTERIOR BEARING WALL SEE ELEVATION FOR BEAM HEIGHT 3-1/21 1/2' /211 11-211 DOUBLE TOP PLATE - N U PARTITION ELEC. OUTLET PER JJALL ELEC. COPE AT PARTITION END ® KITCHEN ISLAND F L — JMv H R U COUNTER TOV FULL HALF ROUND AF AND MALLER v FY W/ PLAN -I'-I' AND LARGER VERIFY W/ PLAN, TAY IP ® I �ARCH DETAILS L NOTES: WHEN AN all OR 1211 RADIUS HEADER ENGAGE INTO THE SAME COLUMN OR ARE WITHIN CLOSE PROXIMITY (WITHIN 2"-0") THEY NEED TO ALL HAVE THE LARGER RADIUS. 3'-10" 3'-1011 , 2'-4" , �T O 53'-311 121.411 2'-51 T' 1" T-10" 16'-3" �'-2" &'-10" S' 1" 6'-21' ll2" tt °0 8 H.B.O ----------------------------- -' 5 1J211�— )12 COVERED n'-a" �' 1/211-------vA 5 LANAI 5-- BAT IES z'-a" cLG. ,CASUAL 0 8H cLG.I� CLUB RM. j L5" =j �m DIN c0 -z" 41 03� 2"1LuVARIES BING GLG. °MASTER I TYP. — CAT II `n BEDROOM '-O 12 6 �n 5'-(r7 1/2" t l SAFETY GL.= 41 CL @ SHOWER 4 ENCLO. @ N O I II m II'-8" GLG. �" RECESS L------- 1 — — — — — — _L� _, AT SHWR. W —J 7 8' lul ®--- ---- 7'-T° 8111 411 I'-0" -11" QI -t 41 �11 2 _11 41_91 m 4' 411 18'-011 4" = L — — --------J IJ2„ 101_5" GLG. g, 6 112" 2'-3° 411 YP. — _ = ial IF Rpa i411GREAT' ROOM IUI@ 11L— A @2 O 3-4 5 10 3-II 4 5-I1 T 21.81, GLG. I v r o 1 1z' I — c @ O PAN. I m = ®_ 10'-a" cLG. MASTER BATH �® O° II'-4' GLG. Q z W.I.C. u 1 PARTITION IR u' BEDROOM #4 co�NTR = m (L 101_8"1 GLG. I 1 I a 1 1 @ KITCHEN _ �BUPTLER'� _ m 1 — u 1= 11 w O 4 „ I 4" c0 0'-8" cLG. 1 -I vr' r TUB I'-0'I 2 _311 I 2' 3" 5'�0" 2'-10" 18'q `p 3'-G 411 R SH t (K DECK i `n t 34 I/2" H. L------------- ---� DBL. OVEN MICRO ABOVE REF. n' cp — — — — N LL 1 1 101-2" — — KNED WALL m N i m 11 3A03H 1'-211 0 , �I, v� =1 w AFC z'-0° _ = — 411 W.I.C. 31, @ s� O� @ 2'-0' GLG. ._. uu �— — -- ----" W D — r---- S 01 21 011 N 11 011 T' 9" v 2' 211 311 2'-8" 4'-I1" 4" 3'-2" LT. 2' 9" 4�� �1� — 411 ARCH HX12"W 01���1 CLCs. v BATH #4 �0 m = r= `n _ @ R-SH BEAT m 10'-v GLG. A ct 411 o, a LAUNDRY 7Y1P. 71-S' I 1 I81 _ N 12'-0" _ 31_� _g1 51 I.. 1� _2" _ �w O 3 2' — 01 a Im' 8° cLG. 4 FOYER i 1= I W.I.C. �I� n PWDR I1I 0 11 -4 CLG_ IN @, DINING - 1 `G02D.\ ItX ory IVIm 1m _811 cLG. I 8l1I 1 d I — , v 6° REGESs AT SHWR. W/N /cAT \ / — - n O M4'_ L7-4�1 '41� _ 9"l I SAFETY GL. 'n = v h 3' O� ° 4 411 = 411 I SHOWER 2' 8" 1 / l'-6" v 3'-0 41-111 S ° T'_1" MAX. 1 1/2" ENCLO. _ w - L STEP FROM— — TOP OF = — J BOLLARD CSEE STRUCT. DUGS.) AH 3, 441 H HU TRCT I nl 2 3 08" � — — — —'�- -' N ro THRESHOLD c5 � � 3, � L2Zx3� � r = --- — 2'-101, 2' 1011 ----- (ATTIC I — — — — — — — --- — — — — — LACSSJ � GARAGE #1 4" I BATH N � p - J L. — 10'-5' cLG o�COVERED 11 YARD COURT— ' o °0 ? m n °� a ENTRY Ixl DRAIN @ YARD N OPEN o, = ,� Iola �C - F22x30 � I IATTIG I _ °S - AA 4 I LA 4 8 r O I W. I C. 1 42.1 e;" 3' 0" 2' 3'-l" 4'- 5' 31 4' 8 -6" I1'-6" 211-411 N BATH 3 - - - R-sH 1 - a m ro I 10'-&" CLG. a —m — 7----------- o� — r�4 --- LWLI — ----------------- — iv 9'-0" 12'-8" 5'-0" 14'-4" 2'-8" 41 r BEDROOM 3 10'-5" CLG. — 41, BEDROOM 8' 8ABOvE LINE OF WALL LINE OF - WALL - ABovE I@ GARAGE #2#2 8J1 1 g11 PORTICO �}11 I�'-4' GLG. — I L O R P LA I'-011 12'-0° 1L' N SLOPE 2"_ , ELEVATION 99 c 99 I II I� \I-- --- --J / SCALE: 1/4" = I'-O° HH EGRESS I I — — 3" — — JJ STONE VENEER 6'-1 1/2" 5'-2 1/2" 6'-8" 6'-8" 7° 51-0" 9" 91_211 S1_211 13'-4" 6'-4" I8'-411 PF Design Grou p I„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 BEACH, FL 33442 (954)482-0957 OFFICE r Ad l J SUBDIV. & LOT: llIlIIII RIVERBEND LOT #30 170 MPH EXPOSURE "C" PROJECT# 03303.036 MODEIL: YORKSHIRE PLAN 2" 6611 ELEV. C GARAGE SWING: RIGHT PAGE: ]C'L0O PLAN ARCHITECT: STATE OF FLORIDA DICT29, ; rrJ,_ .XN U'J �10 ZJ DATE: SCALE: AS NOTFID SHEET NO: AT COVERED LANAI (TYP. FOR ALL ELEVATIONS) A R C H I T E C T S EXTERIOR OPENING SCHEDULE DOOR/WDW. CALL # ® G DOOR SIZE ROUGH OPNG, (WxH) ZONEF REMARKS WIDTH EIGHT D1 16'-0" 8'-0" O.H.D 192"X96" 5 D2 8'-0" 8'-0" O.H.D 06"X96" 5 D3 3'-0" 8'-0" DBL. SWING Till 4 W/ALUMINUM THRESHOLD (1 1/2" MAX.), DESIGNATED EMERGENCY MEANS OF ESCAPE PER FBC 2010 D4 3'-0" 8'-0" 7-)EL-111"X`36" FR. DRS 4 W/ALUMINUM THRESHOLD (1/2" MAX.) W/ 16" SIDE LIGHTS EACH SIDE D5 - DI NOT USED DS 2'-B" 8'-O" FR. DR 36"X96" 4 WITH ALUMINUM THRESHOLD (1/2" MAX.) D5 - D10 NOT USED DII 2'-(0" 8'-0" DBL. FR DRS 126"X96" 4 FR DRS. o CLUB RM., CAT II SAFETY W/ (2) 30" SIDELIGHTS ON EACH SIDE AND W/ ALUMINUM THRESHOLD (1/2" MAX) D12 2'-6" 8'-0" DBL. PR DRS 126 X96 4 FR DRS. 9 CLUB RM, Y CAT II SAFET W/ (2) 30" SIDELIGHTS ON EACH SIDE AND W/ ALUMINUM THRESHOLD (1/2" MAX) D13 NOT USED D14A 3'-0" 8'-0" DBL FR DRS 26"X9/o" 4 FR DRS. s GREAT RM., CAT II SAFETY W/ ALUMINUM THRESHOLD (1/2" MAX) D145 3`-0" g'_0" DBL. FR. DRS 26"X86" 4 FR DRS. a GREAT RM., CAT II SAFETY W/ ALUMINUM THRESHOLD (1/2" MAX) A -5 NOT U5ED C 24E SH 38°x59.5" 4 D H34 5H 27 1/2"X50 5/0" 4 CAT 11 SAFETY GLASS E H34 5H 2-1 1/2"X50 5/8" 4 CAT II SAFETY GLASS F H34 5H 21 1/2"X50 5/0" 4 G 24E SH 38"X591/2" 4 H 25 SH 38"X63" -4''' ' 25 5H 38"X63" 4 J 25 61H 38"X63" 5 K (3) 26 $H i SH / 5H 112"XT6" 5 L 32"X26" FX CAL 531IX2,1" 4 CLERESTORY M 32"X26" FX GL 33'X21' 4 CLERESTORY N 3211X26" FX GL 33"X2-1' 4 CLERESTORY O 32"X2To" FX GL 33'X21' 4 CLERESTORY P (3) 25 bl-I / SN / 5H 112"X63' 4 0 (3) 26 §H / SH / SH 1121IX-I6' 4 R 25 5I4 38"X63' 5 5 25 5H 381X63' 4 T H34 SH 27 1/2"X5O 5/0' 4 CAT II SAFETY GLA55 U 36"X6O" FX GL 37"X61" 4 v 36"X36" FX GL 3"1"X311 4 W - Y NOT USED Z H34 5H 21 1/2"X50 5/8' 4 is COVERED ENTRY AA H34 SH 27 1/2"X50 5/0' 4 6 COVERED ENTRY 55 - GG NOT USED HH (2) 25 5I-1 15"X63" 5 II 4064 51H 49"XI6" 5 ARCH TOP, TRUE RADIUS, 8" RISE JJ (3) 25 SH 112"X63' 5 KK 32"X56" FX GL 331IX5-1" 4 LL - RR NOT USED 65 H36 SH 21 1/2"X-I6" 4 TT (3) 26 SH 1131IX16" 5 UU H36 SH 21 1/2"X-16" 5 NOTE: MASONRY ROUGH OPENING SIZES FOR WINDOWS AND DOOR5 SHALL FOLLOW MANUFACTURE'S SPECIFICATIONS FOR MASONRY CONSTRUCTION. INTERIOR DOOR SCHEDULE DOOR # DOOR SIZE TYPE REMARKS WIDTH HGHT D18 2'-6" 8'-0" SWING Die 2'-4" 8'-0" SWING D20 2'-4" 8'-0" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MAX) D21 2'-6" 8'-0" SWING D22 2'-4" 8'-0" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MIAX) D23 2'-4" 8'-0" SWING D24 2'-4" 5'-0" SWING D25 2'-6" 8'-0" SWING SOLID CORE DOOR W/ WEATHERSTRIPPING D26 2'-:" 8'-0" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MAX) 1-)2-1 2'-6" 8'-0" SWING SOLID CORE DOOR W/ WEATHER STRIPPING D28 2'-4' 8'-O" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MAX) D2S 2'-4" 8'-0" SWING D30 2'-6" 8'-O" SWING D31 2'-8" 8'-0" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MAX) D32 2'-8" 8'-0" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MAX) D33 3'-0" S'-0" SWING D34 2'-8" 8'-0" SWING W/ SIMULATED MARBLE THRESHOLD (1/2" MAX) D35 2'-6" 8'-0" SWING D36 2'-4' 8'-0" SWING Dal 2'-6" 8'-0" SWING D35 2'-4" 8'-0" SWING D39 2'-6" 8'-0" SWING D40 2'-8" 8'-0" SWING, W/ALUMINUM THRESHOLD, SHALL BE SELF CLOSING, SELF LATCHING 20 MIN. FIRE RATED: 1-3/5" SOLID WOOD OR HONEYCOMB STEEL PER FBC 302.5.1 DOOR NOTES. ALL HARDWARE 16 TO COMPLY WITH FLA. STATUTES CHAPTER 553, PART v FLA ACCESSIBILITY CODE 4,13,9 IN REFERENCE TO -HAND GRASPA5ILITl' AND FBCA-201 SECTION 309.4 EGRESS DOORS SHALL BE READILY O1FENA5LE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. F5C2010 R311.2 BATHROOM NOTES: 1) WATERPROOF, MILDEW RESISTANT DRYWALL AT WET AREAS. 2) NON -POROUS TILE AT TUBS 4 SHOWERS TO 8'-0" MIN. 3) PROVIDE HARD SURFACE FLOORING. 021cCOURTYARD ELEVATION FACING GARAGE SCALE: 1/4" =1'-0" (APgOURTYARD FACING COVERED ENTRY SCALE: I/4" = I'-0" 1441 N. RONALD REAGAN B1 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 SUBDIV. 8c LOT: RIVERBE1\ LOT #36 170 MPH EXPOSURE "C' PROJECT# 03303.036 MODEL: YOR]KS]HIRE "]PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: DOOR & WINDOW SCHEDULE ARCHITECT Mi STATE OF FLORIDA JAMES C NTWELL AR NO 12079 r LAIN ©9�. O 1 DATE: � ` SCALE: AS SUBDIV. 8c LOT: RIVERBE1\ LOT #36 170 MPH EXPOSURE "C' PROJECT# 03303.036 MODEL: YOR]KS]HIRE "]PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: DOOR & WINDOW SCHEDULE ARCHITECT Mi STATE OF FLORIDA JAMES C NTWELL AR NO 12079 r LAIN ©9�. O 1 DATE: � ` SCALE: AS NOTED SHEET NO: At. 1 rI il, nu til ROOF PLAN ELEVATION 'T95 SCALE: 1/0" = I'-0" ROOF VEMILATION CALCULATION PER FBC R 806 REQUIRED VENTILATION: 4894 S.F. 50 = 33 S.F. SOFFIT VENTILATION F ROVIGEC: .105 S.F./L.F. x 298 L.F. = 31.29 6.F. GENERAL NOTE: 3" CONTINUOUS SOFFIT VENT PROVIDES .105 S.F. OF VENTILATION PER LINEAR FOOT FLAT STONE — VENEER OR BRIGK� All KH 38.8/-42.0 - - - - - - - BLDG - GT. - 2 / �1 STILE ROOF STONE VENEER / T T 17 r -T r 7 e '/ D OOR HIDDEN IN �� COURTYARD EL. 18'-4�� 34.8/-38.1 \ / \ TT �I,l, LUINDO U HCiT. � TT LT � ��Tl T I , �45 z \ _ _ _ T171-411 _I T-T T -ram - - - - - 8 �_ — — ENTRY BOND BEAM -�' - �` > I I -L l IJL 12 1 TOP PLATE ,L —� _ - L[ �_ -i J.- -I� ,I �- - I IF II - - — _ T �- L FLAT STONE CTLI {-_ aT �� 1-1�� J I J 1 L- ENEE RI K T TT , r T V RORB G IT � - - m - _T�. l L \ JT..I I _ I_ - �,... 4 _ — Imo. 1 T� - _ 1 �� _ v 388/ 42�r� L lI EL T . ID -8' TOF OF c4 - �. �T — '7 BOND BEAM all - �`,� � \ 411 2 - { EL, 01-0" 71111 WINDCDIll I4(i7 ■■■ ■■■ ' ■■■■ I■� I ■■■ ■■■ ■■■loll ■------------------------ --- ---- ---- -- .. 10-700- III Mal J - ���� LHI --L. H� \ - EL. 31.5/ 4m.V4 _ - 0' FLR. SLAOICD IE C2 HIDDEN 34.8/-38.1 32.3/-39.0 EL. -D'-8" 4 c3 ZZ 1 5'-O" 6" UU DI FIN. GRAD 38,8/-42.0 HIDDEN AA FRONT ELEVATION 38.8/-42.0 SCALE: 1/4" = F-0" �I ❑ �J< - 33b/-4L5 CI 12 \ EL. 12'-8" TO— OF mm GOVERi=D LANAI BOND BEAM EL. 11'-4° 40.1/-43.4 40.1/-43,4 40.1/-43.4 40.1/-43.4 WNDW HGT — — _ EL. 19 -11 701' OF O N M L I BOND BEAM I I _ EL a' -oil WINDOW HST. I" RAISED v STUCCO BANDINCz I � I LLJ F'L11 I 4B Lj 343/-43.0 34.3/-31.C� - - _ - - J EL. 0'-0" FIN. YFLR- SLAB 31,0/-40.3 33.5/-30.834.8/-38.1 34.8/-38.1 33.5/-3C.8 EL. -0'-a" DS 12 FIN. GRADE HIDDEN HIDDEN REAR ELEVATION SCALE: 1/4" = 1'-0" A R C H IT E C T S -.dooll"POI Design Group Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com IIIIIII 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 10*4 954 708-2468 FAX Ilk l J SUBDIV. 777 LOT #36 170 MPH EXPOSURE "C" PROJECT#, 03303.036 MODEL: YOR]KSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: FRONT & REAR ARCHITECT: STATE OF FLORIDA JAM DATE: OC9/ 1 SCALE: AS NbTED ' SHEET NO: A2 C EL. 12'-0" TOP OF COvERED LANAI BOND BEAM ail -4" I1_4111 3'-0" LJ EL.IT-4" ENTRY BOND BEAMM / TOP PLATE FLAT STONE - VENEER OR BRICK STONE VENEER 34.1 /- 3i.3 p2 LEFT ELEVATION SCALE: 1/4" = 1'-0' RIGHT ELEVATION SCALE: 1/4" = 1'-0' 38.8/- 42.0 3T.1/-4m.3 +I" RAISED STUCCO BANDING, EL. 10'-8" TOP OF � BOND BEAM WINDOW NCxT. _ J EL, 0'-0" FIN. FLR. SLAB EL. IT-5- TOP OF COVERED LANAI BOND BEAM OL EL. 10'-0' TOF OF BOND BEAM �fl-4" WINDOW NC-rT. 4ujuj OLEL m'—O" FIN. FLR. SLAB c rn all Design oo0orG Inc. I1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r r DDIV. 8c LOT FRIVERBEND L,OT #36 170 MPH EXPOSURE"( PROJECT# 03303.036 MODEL: YOR]KSHIRE "PLAN 2" 6611 ELEV, 0 GARAGE SWING: RIGHT PAGE: ELEV. 99 c99 LEFT & RIGHT T ARCHITECT: STATE OF FLORIDA OCT 2 9 PLAN DATE: 09 10 /15 SCALE: AS NOTED I SHEET NO,: ) J \3C r DDIV. 8c LOT FRIVERBEND L,OT #36 170 MPH EXPOSURE"( PROJECT# 03303.036 MODEL: YOR]KSHIRE "PLAN 2" 6611 ELEV, 0 GARAGE SWING: RIGHT PAGE: ELEV. 99 c99 LEFT & RIGHT T ARCHITECT: STATE OF FLORIDA OCT 2 9 PLAN DATE: 09 10 /15 SCALE: AS NOTED I SHEET NO,: ) J \3C A R C" I T E C T S Design Group Inc. 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH. FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r Ilk SUBDIV. 8c LOT: RIVERBEND LOT #36 170 MPH EXPOSURE "C" PROJECT# 03303, 036 MODEL: YO R]KS ]HIRE "PLAN 2" 6611 ELEV, O GARAGE SWING: RIGHT PAGE: DETAILS ELEVATION c 99 ARCHITECT: STATE OF FLORIDA PLAN DATE: i�i �� ���15 SCALE: AS DOTED SHEET NO: A4 C 2X4:® SECURE TO BLOCK W/ 3/f�" 2X4:mi 2X4:® TAPCONS OR DRIVE PIN SECURE t0 BLOCK W/ 3/6" TO BLOCK W/Y4 " (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN. MIN. HEAD SIZE .300 (MIN. SHANK SIZE (MIN SHANK SIZE .145 MIN. EMBEDMENT I Ya") .145 MIN, HEAP SIZE MIN. HEAD SIZE .300 8" CMU WITHIN 0" OF EACH END $ NOTE: STRUCTURAL 2X .300 MIN. EMBEDMENT I YE MIN. EMBEDMENT I Y4") NOTE: STRUCTURAL 2X % DRYWALL " la" O.G. MAX SPACING, MUST BE ON OUTSIDE 4 WITHIN 8" OF EACH END � NOTE: STRUCTURAL 2X WITHIN 8" OF EACH END 4 MUST BE ON OUTSIDE 4 "X4" OR 1"X2" P.T. NAILER 2Xll SECURED THROUGH 10" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 IS" O.G. MAX SPACING. SECURED THROUGH x4 P.T. OR 5/a" MIN. �SEGURE SECURE TO BLOCK 61 NON-STRUCTURAL /��" _ SECURED THROUGH 3 fib" 2XG:® s u SECURE TO BLOCK W/1-1/4 11 /6 FRAME THRU FRAMES ❑ fF`IN TAPGONS OR DRIVE PIN TAPGON MIN. I-Ya SECURE TO BLOCK W/2- ANON -STRUCTURAL 3�6 �� TAPCON MIN. 1-Y4 TAfFCORUCTURAL T,gPCON MIN I-Ya" TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK, EXTEND 1-Y4" INTO BLACK (MIN. SHANK SIZE .145 OCK EMBEDMENT INTO BL TAPCONS OR DRIVE PIN A SIZE W/ s Y6 TAPGONS OR DRIVE MIN. HEAD SIZE .300 SMU EMBEDMENT INTO BLOCK. .145 MIN. HEAD SIZE OY N MIN. �� DRYWALL MIN. HEAD SIZE .300 S" GMU "GMU MIN. EMBEDMENT I MI N. SHANK SIZE .I45 WITHINEMBEDMENT EAGHYEND S I X4 OR I X2 P.T. NAILER MIN EMBEDMENT I Y45 FLq � DRYWALL 4��) 4 DRYWALL MIN.. HEAD SIZE .300 18" O.G. MAX SPACING. _ WITHIN 8" OF EACH ENDS C. I"X4" OR 1"X2" P.T. NAILER BT IN MAX SPACINGp El 4 O.S.B. X 4 �� SIN. ��X4" QC SECURE TO BLOCK W/2-/62xa 6�� O.S.B. X 4" MIN. 10 MADXMSPAC NEG TAPCONS OR DRIVE PIN SECQU®M�O BL CK W/2-3/f6° SECUR TO BLOCK W/1-1/4" OR 1"X2 P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING TAPGONS OR DRIVE PIN DOOR CASING TAPCONS OR DRIVE PIN DOOR CASING MIN. HEAD SIZE (MIN. SHANK SIZE (MIN. SHANK SIZE .145 DOOR CASING DOOR JAMB OR WINDOW .300 JAM5 OR MIN. EMBEDMENT I Ya') .145 MIN. HEAD SIZE .300 ATTACH TO 2X PER WITHIN 8" OF EACH ENDS ATTACHG 2X MANUDOOR FACTURERS MIN. EMBEDMENT a0 ") DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4") DOOR JAMB OR WINDOW MANUFACTURER'S DETAILS. S" O.C. MAX SPACING. WITHIN 8 OF EACH END 4 ATTACH TO 2X PER WITHIN 8" OF EACH END 4 ATTACH 2X PER IS" O.G. MAX SPACING. MANUFACTURER'S DETAILS. 18" O.G. MAX SPACING. MANUFACTTURER S DETAILS. NOTES: NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM NEEDED TO PLUMB JAMB (DO NOTES: NOTES: NOT EXCEED Ya") X CEED Y4") NOT EX SHIM AS NEEDED TO PLUMB JAMB (DO 0 SHIM AS NEEDED TO PLUMB JAMB (DO • ALL WOOD NEEDS TO BE P.T. WHEN IN 0 ALL WOOD NEEDS TO BE P.T. WHEN IN NOT EXCEED Y4") NOT EXCEED Ya") CONTACT WITH CMU WALL OR CONS. SLAB CONTACT WITH CMU WALL OR CONC. SLAB 0ALL WOOD NEEDS TO BE P.T. WHEN IN 0 ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONIC. SLAB CONTACT WITH CMU WALL OR CONG. SLAB DOOR JAMB K R 4 / / B TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOC K 3/4 OR 5/4 �SGAWE WINDOW T0� LOCK +1-15/16' WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7/16" rs - ALE SCALE: 3/S 1 0 SCALE: 3/8 - 0 2X4 2X4: ® 2X4:® SECURE TO BLOCK W/ 3fj6" 2X4:® SECURE TO BLOCK W/ 3/6' SECURE TO BLOCK W/ 3/jy" TAPCONS OR DRIVE PIN SECURE 'TO BLOCK W/Y4" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN HEAD SIZE .300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN HEAD SIZE .300 MIN EMBEDMENT 1 Y4") MIN. HEAD SIZE .300 MIN. EMBEDMENT I Y4") MIN. EMBEDMENT 1 Y41) WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT I Y4") WITHIN 0" OF EACH END 4 WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X la" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 0" OF EACH END 4 NOTE: STRUCTURAL 2X 10" O.C. MAX SPACING. IS" CiC. MAX SPACING. MUST BE ON OUTSIDE 4 2X&:® SECURED THROUGH la" O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2xe':® 2Xll SECURED THROUGH SECURE TO BLOCK W/2-3X6" NON-STRUCTURAL 3411 2X6:® SECURED THROUGH SECURE TO BLOCK W/2-3/16" SECURE TO BLOCK W/2-3/6" NON-STRUCTURAL 3f16" TAPCONS OR DRIVE PIN TAIPCON MIN. 1-Y4" SECURE TO BLOCK W/I-114" NON-STRUCTURAL 3/6" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCON MIN. I-Y4" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS OR DRIVE PIN TAPCON MIN. I-Ya" (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK, MIN. HEAD SIZE .300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. EMBEDMENT I a') lu MIN HEAD ZE 300 1 M8 a" CMU MS'EO MEACHY£ND HIN 0" OF- EACiL 4 z" DRYWALL EMBEDMENT I /4 8" CMU OFMENT WITHIN EACHYEND 4 V CMU WITHIN 4 DRYWALL 8'70.C. MAX SPACING X4 OR 1 X2 P.T. NAILER WITHIN 8 OFIEACH EN S " DRYWALL 15" O.G. MAX SPACING. Yz' DRYWALL �� IS O.G. MAX SPACING. ❑ X4 OR 1 X3 P.T. NAILER 2Xg: ® 3 2ND 2X SECURE TO 0" O.C. MAX SPACINGp ❑ X4" OR 1"X2" P.7. NAILER 2X8:® "X4" OR 1"X2" P.L NAILER ❑ 2X8:® SECURE TO BLOCK W/2-/6 DOOR CASING SECURE TO BLOCK W/2 /b' STRUCTURAL MEMBER TAPGONS OR DRIVE PIN �� �� SECURE TO BLOCK W/1-1/4" I P.T. X 4 MIN. 3 DOOR CASING SECURE TO BLOCK W/2- /6" TAPGONS OR DRIVE PIN (MIN. SHANK SIZE :145 W/(2)12d WITHIN 8" OF EACH TAPCONS OR DRIVE PIN DOOR CASING TAPCONS OR DRIVE FIN MIN. SHANK SIZE MIN. HEAD SIZE .300 END f " TO 8" O.C. MAX, (MIN. SHANK SIZE MIN. SHANK SIZE .145 MIN. HEAP SIZE POOR JAMB OR WINDOW .145 MIN. HEAD SIZE 30G7 DOOR JAMB OR WINDOW MIN.4") DOOR CASING EMBEDMENT I /a' E B D .145 MIN HEAD SIZE .300 .300 N. EMBEDMENT 1 Y4' l ATTACH TO 2X PER MIWITHIN MIN. EMBEDMENT 1 Ya' ATTACH TO 2X PER WIN. EACH ND 4 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW EN S MANUFACTURER'S DETAILS. B' OF EACH E W1 WITHIN 8" OF EACH END 4 MANUFACTURER'S DETAILS. 8" O.G. MAX SPACING. ATTACH TO 2X PER WITHIN S" OF EACH ENDS ATTACH TO 2X PER 8" O.G. MAX SPACING. G. O.C. MAX SPAC N) MANUFACTURER'S DETAILS. 8" O.G. MAX SPACING. MANUFACTURER'S DETAILS, NOTES: NOTES: NOTES: SHIM AS NEEDED TO PLUMB JAMB (DO NOTES: • SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • SHIM 45 NEEDED t0 PLUMB JAMB CPO NOT EXCEED Y4") NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN NOT EXCEED Y4") • ALL WOOD NEEDS TO P.T. WHEN IN ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH GMU WALL OR CONIC. SLAB P.T.ALL WOOD NEEDS TO BE WHEN IN CONTACT WITH CMU WALLLL OR CONC. SLAB CONTACT WITH CMU WALL OR GONG. SLAB CONTACT WITH CMU WALL OR CONC. SLAB DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" B TO BLOCK +1-1 2 Dp8"-1'-0' WINDOW TO BLOCK +2 1/4" ' WINDOW TO BLOCK +3" 1 WINDOW TO BLOCK +3 3/4" 11 SCALE SCALE: 3/S"=1'-0" SCALE: 3/8"=1'-O" SCALE: 3/8"=1'-@" R-30 RIGID INSULATION ADHERED TO 1/2" PLYWOOD. SHEATHING. 1/2" PLYWOOD SHT. BOARD TRUSS (3J 12D NAILS a EA. END 2X4 BRAGE J BOX AIR SEAL GASKET 4'-6" x 3'-0' BETWEEN WOOD CASING 4 BRACE FOR, GYP. BOARD, TYP. CU LAYER OF GYP. BOARD WOOD CASING AT SIDE ASDELIER DETAIL ADHERED TO PLYWD. SHT.0 (COORpINATE THISKNESS NTS WITH ADJACENT CEILING) ATTIC ACCESS DETAIL NTS A R C H IT E C T S Design Group Inc. 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 r lk SUBDIV. & LOT: RIVER]BEND LOT #36 170 MPH EXPOSURE 'C" PROJECT.# U`:) 03e 036 MODEL: YORKS]H[IRE "PLAN 2" 6B11 ELEV. C GARAGE SWING: RIGHT PAGE: DOOR WINDOW ATTACHMENT DETAILS ARCHITECT: STATE OF FLORIDA UL1; DA/0 E: 9/30/15 SCALE: AS NOTED SHEET NO: G 1 r ROOF SHEATHING ( SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). EMBED.STRAF'(SEE STRUCT FOR TYPE, SIZE, # OF NAILS 4 DETAILS). BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF NSULATION BY THE INSULATION CONTRACTOR. PRE-ENG WD. TRU55 24" O.C. MAX. METAL BIRDSTOF TO y COMPLETELY SEAL EAVE "AT BARREL TILE ONLY" GALV. METAL DRIP EDGE / Ix2 P.T. / 2x8 PRE -PRIMED SPRCC SEE FASCIA (SEE STRUCT. FOR SIZE,. ELEV. "IATERIAL AND ATTACHMENT) STUCCO SOFFIT ON LEVEL TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALV. NA1L5 (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/8" MAX OFNG. THROUGHOUT ALL ELEVATIONS. AS PER�=l FBC R8O&. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) FORMED AND POURED CONCRETE SILL (SEE STRUCT. ldlu) DWGS. FOR REINF.) 2 GOATS, j" THICK STUCCO o - FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHE ER MANUF ECOMMEN Cffi-IENTITiOUS TILE OVER #9O — F1aLT TO CONFORM W/ ASTM D 226, TYPE *1 OR ASTM D 4569, TYPE *1 STANDARDS IX2 P.T. FIRE -STOP 'a CLG. R-30 BLOWN -IN INSULATION, 10.3" MIN. DEPTH /2" LIGHT WEIGHT RIGID DRYWALL, ST. FLR. SRG. HGT SEE ELEVATIONS BOND BEAM (SEE STRUCT. DWG5 FOR SIZE — AND REINF.) __ 5'-O" WDW HD. HG . ir PRECAST LINTEL (SEE STRUCT. DWG5. FOR SIZE j AND REINFJ FALSE BOTTOM TRUSS WHERE APPICABLE -112 P.T. FIRE -STOP AT AT 8'-O" A.F.F. -R-4.1 FOIL INSULATION -WINDOW ATTACHMENT AS PER MANUFACTURER'S SPECIFICATIONS S" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINPJ -Ix2 P.T. FURRING STRIPS s 24" O.C. 1/2" GYP. WL. BD. WOOD BASE Ix2 P.T. FURRING STRIPS J 0'-0" FIN, FLR. D P R D. a a a , FINISH GRADE a a MONOLITHIC CONC. FOOTIl (SEE STRUCT. PLANS FOR SIZE AND REINF) `_� PELOW SLAB -� VAPOR BARRIER CEMENTITiOUS TILE OVER #9O FELT TO CONFORM W/ ASTM D 226, TYPE #1 OR ASTM D 486S, TYPE *1 STANDARDS 1X2 P.T. FIRE -STOP e CLG. R-30 BLOWN -IN INSULATION 1/2" LIGHT WEIGHT RIGID DRYWALL, FLR. BRG. HGT SEE ELEVATIONS BOND BEAM (SEE 5TRUCT.— DWGS FOR SIZE AND REINR) STUCCO SOFFIT ON LEVEL TRUSS RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LE55 THAN 1" 4 FAST W/ 3/0" HEAD GALv. NAILS (2 PER TRUSS MIN.) PROvIDE CONT. 3" WIDE 5CREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/V MAX OPNG, THROUGHOUT ALL ELEVATIONS. AS PER FBC 1;;,I8O6. (SEE ROOF PLAN FOR SEE ELEV. SEE DETAIL WHEN CANTILEVER TRUSS IS USED, ROOF SHEATHING (SEE STRUCT. DWGS. FOR PLYWOOD SHEATHING, _ NAILING; SPACING AND TYPE). BAFFLES BETWEEN EACH TRUSS WILL BE INSTALLED AT TIME OF INSULATION BY THE INSULATION CONTRACTOR. EMBED. STRAP (SEE STRUCT FOR TYPE, SIZE, # OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX. \ METAL 5IRD5TOP TO COMPLETELY SEAL EAVE "AT BARREL TILE ONLY" SEE E O 0 C 1 it r GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) STUCCO SOFFIT ON LEVEL TRUSS RETURN, NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/0" HEAD GALV. NAILS (2 PER 71RUS5 MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT I/a" MAX OPNG. THROUGHOUT ALL ELEVATION5. A5 PER FBG RSO&. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) 2 GOATS, �" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAB E—STORY BLOCK WALL SECTION SCALE: 3/4"=1'-0 ROOFlSHEATHING, (SEE STRUCT. DWG5. FOR PLYWOOD SHEATHING, NAILING SPACING AND TYPE). 2x4 INSULATION STOP BETWEEN EACH TRUSS WITH I" MIN SPACE BETWEEN INSULATION AND ROOF SHEATHING EMBED: STRAP (SEE STRUCT FOR TYPE, SIZE, # OF NAILS 4 DETAILS). PRE-ENG WD. TRUSS 24" O.G. MAX. METAL BIRDSTOP TO COMPLETELY SEAL EAVE 'AT BARREL TILE ONLY" GALV. METAL DRIP EDGE Ix2 P.T. 2x8 PRE -PRIMED SPRUCE FASCIA (SEE STRUCT. FOR SIZE, MATERIAL AND ATTACHMENT) VENTILATION REQ. 4 CALC5J CANTILEVER TRUSS SECTION SCALE: 3/4"=1'-0" ALUMINUM FRAME SEE WINDOW SECURE FRAME TO SCHEDULE FOR SILL WITH SILICONE WINDOW TYPE --_� P.T. WOOD BLOCKING SOLID SURFACING FORMED AND POURED MATERIAL SET IN FULL CONCRETE SILL (SEE BED OF CONSTRUCTION STRUCT. DWGS. FOR ADHESIVE REINFJ SEALANT e 4 f �-CONCRETE COVERED PERIMETER (TYP.) FOAM WHEN OCCURS n PORMED AND POURED CONCRETE SILL (SEE I/2 IN. GYPSUM STRUCT. DWG5. FOR WALLBOARD DETAIL.) THICK, 3 COAT CEMENT PLASTER Ix2 P.T. FURRING APPLIED DIRECTLY STRIPS � 16" O.G. TT� TO MASONRY S.H. WINDOW V���T SILL D'U�S.FOR RE RUGT ��T NFJ AT EXTERIOR WALL SCALE: 3"=I'-C° 4L STUDS DRYWALL IA. PIPE E BOARC ER VENT sH FLOOR C. SLAB ROOF SHEATHING ( SEE STRUCT. DWG&. FOR PLYWOOD SHEATHING, NAIL SPACING AND TYPE). lx2 P.T. 2x8 PRE PRIMED SPRUCE i—` FASCIA (SEE STRUCT. FOR SIZE, I SEE MATERIAL AND ATTACHMENT) ELEV STUCCO SOFFIT NOT LESS THAN) 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/5" HEAD GALV. NAILS (2 PER TRUSS MIN.) ; PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT 1/8" MAX OPNG. THROUGHOUT ALL ELEVATIONS. 45 PER FBG R80&. j (SEE ROOF PLAN FOR I VENTILATION REQ. 4 CALCSJ I BOND BEAM (SEE STRUCT. DWG5 FOR SIZE AND REINF.) I I 2x4 NAILER I PRECAST LINTEL (SEE STRUCT. DWG5. FOR SIZE AND REINF.) 2 COATS, 2" THICK STUCCO FINISH APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8" CMU (SEE STRUCT DWGS. p w FOR VERT. AND HORIZ. REINF.) - w FINISH GRADE a CEMENTITiOUS TILE OVER 0S0 FELT TO CONFORM W/ ASTM D 226, TYPE #1 OR ASTM D 4869, TYPE *1 STANDARDS OUTRIGGERS TO BE TWICE THE DISTANCE OF OVERHANG (SEE STRUCT. DWGS. FOR SIZE 4 ATTACHMENT) -PRE-ENG WD. TRUSS 24" O.G. MAX. IST. FLR. BRG. I-IGT SEE ELEVATIONS —R 3O BLOWN -IN INSULATION, 103" MIN. -- DEPTH _ O 8'-O" WOW HD. HGT-O DWW D.. GT. Y FALSE BOTTOM TRU55 WHERE APPICABLE 1/2" LIGHT WEIGHT RIGID DRYWALL. IX2 P'.T. FIRE -STOP AT CLG. 4 AT 0'-0" A.F.F. R-4.1 FOIL INSULATION WINDOW ATTACHMENT AS PER M" NUFACTU 'S S CIFICATIONS A RER PE FORMED AND POURED CONCRETE SILL (SEE STRUCT. DWGS, FOR REINFJ Ix2 P.T. FURRING STRIPS e 24" O.G. 1/2" GYP, WL. BD. WOOD BASE Ix2 P.T. FURRING STRIPS_ D BELOW SLAB VAPOR BARRIER ROOF SHEATHING (SEE STRUCT. DWSS. FOR PLYW00- SHEATHING, NAILING; SPAC'!Ve AND TYPE), Ix2 P.T. 2x8 PRE -PRIMED SPRUCE SEE FASCIA (SEE STRUCT. FOR SIZE, ELEV. MATERIAL AND ATTACHMENT) STUCCO SOFFIT NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. LAPPED NOT LESS THAN 1" 4 FAST W/ 3/8" HEAD GALv. NAILS (2 PER TRUSS MIN.) PROVIDE CONT. 3" WIDE SCREENED VENTS W/ WIRE MESH CORROSION RESISTANT Va" MAX OPNG. THROUGHOUT ALL ELEVATIONS. AS PER FBC_ R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 CALCS.) 2x4 NAILER uI _ �' z N nQttntt'' w 0 2 GOATS " THICK STUCCO FINISH , APPLIED DIRECTLY TO MASONRY OR STONE VENEER ATTACHED PER MANUF. RECOMMEND. 8" CMU (SEE STRUCT DWGS. FOR VERT. AND HORIZ. REINFJ FINISH GRADE NOTE: PROVIDE TERMITE TREATMENT BELOW SLAF, I -STORY BLOCK WALL SECTION SCALE: 3/4" = I'-0" CONT. METAL TRACKS, TOP 4 BOTTOM BRG. HGT. SEE FLOOR PLAN 1/2" CLG. BOARD 1/2" DRYWALL METAL STUDS 24' O.C. W/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD ATTACHED TO EACH SIDE a 12" O.G. NOTE: 1/2" DENSHIELD AT ALL TUBS AND SHOWERS 0'-0" ° a SECTION ELEVATION FIN. FLR. ° CONG.SLAB DRYER VENT BOX TYPICAL DETAIL SCALE: 1/2"=1'-0" -F,45 TRUSS TYP. INT. WALL METAL STUDS NON-BB,GT. SCALE: 3/4" =1' -0" A R C H IT E C T S milloomill"'w"k Design OOOFG Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � 11111111111 SUBDIV. 8c LOT: 1RIVERBENI; LOT #36 170 MPH EXPOSURE "C" PROJECT# 03303.036 MODEL: YOR KSHIRE "PLAN 2" 6811 ]ELEV. G GARAGE SWING: RIGHT PAGE: MONOLITH If d WALaL, SECTIONS & ICI IS c DETAILS ARCHITECT: STATE OF FLORIDA l 2015 DATE: 0 y ` u15 SCALE: AS ]I lo*ED SHEET NO: D2 A R C H IT E C T S ELLCTIC4L LEEENLD 3YM50L DEFINITION NOTES EQUIPED WITH GROUND 125V OUTLET FAULT INTERUPTER / 20 AMP (TAMPER RESISTANT TYPE) EQUIPED WITH GROUND FAULT INTERUPTER IIC/ OJ--ET (TAMPER RE515TANT TYPE) Ilmv OUTLET EQUIPED WITH GROUND 1/2 OF OUTLET FAULT INTERUPTER WIRED TO SWITCH (TAMPER RESISTANT T)'PE) EQUIPED WITH GROUND 110V OUTLET FAULT INTERUPTER (TAMPER RESISTANT GPI TYPE) fJ 6 220v OUTLET 4 WIRE CONNECTION EXTERIOR 6WPI WATERPROOF OUTLET GROUND FAULT W/ PLASTIC INTERRUPTER BUBBLE COVER Is SWITCH SWITCH 3-WAY OPER. SWITCH 4-W14Y OPER. WALL MOUNTED LIGHT y1 ( ) CEILING LIGHT OVP VAPOR PROOF LIGHT O RECE55ED CAN VENT. FAN y-� (\ VENT. FAN W/LIGHT OOO O 2' LIGHT STRIP 4' LIGHT STRIP 2' RECESSED 2-5UL5 WRAP FLUORESCENT LIGHT AROUND PANEL mill METER SD SMOKE DETECTOR BATT, BACK-UP W/ HARDWIRE INTERCONNECTED BATT. BACK-UP W/ SD/co HARDWIRE INTER - CARBON MONOXIDE/ CONNECTED SHALL SMOKE DETECTOR COMBO BE A DISTANCE OF NOT LESS THEN 4" FROM WALL TELEPHONE UACK WATER HEAT. W/H DISCONNECT yC AIR. COND. D15CONNECT TV TELEvISION JACK STANDARD HEIGHT U.N.O ON PLANS CEILING BOX REQ. TO O .1-BOX BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQ.TO PROVIDE FAN BOX BE SUPPORTED IN O W/ 3-WIRE FOR ACCORDANCE W/ BOX OPTIONAL FAN MARKED AS SUCH FOR INSPECTION PREWIRE FOR KP ALARM SYSTEM I-RFE PUSH- BUTTON FOR CHIMES EXTERIOR WALL IRRIGATION TIMER AND MOUNTED WEATHER ERR CONTROL BOX PROOF LOW VOLTAGE BOX EXTERIOR WALL THERMOSTAT MOUPROOF NTED O LOWER VOLTAGE BOX EXTERIOR WALL PHONE / DATA MOUNTED WEATHER P/p BOX PROOF LOW VOLTAGE BOX CHIME CHIME, VERIFY MOUNTED HEIGHT IN FIELD j FLOOD 7/jTy\C LIGHT PENDANT LIGHT UNDER CABINET LIGHTING SURROUND S5 SOUND PROP COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED COORDINATE SPEAKERS INSTALLATION W/ MANUFACTURER WALL MOUNTED TV ATE NON PRE -WIRE NCOORD W/ MANUFACTURER UNDER CABINETCOORDINATE INSTALLATION W/ LIGHTING MANUFACTURER L C7 (CAL 07E,5 1. THE ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) NFPA-10, THE LATEST EDITIONS OF ALL LOCAL CODES, RULES AND ORDINANCES HAVING JURISDICTION AND FBCR 2014, 5TH EDITION ELECTRICAL PROVISIONS. 2. ALL EQUIPMENT, DEVICES AND ELECTRICAL EQUIPMENT MUST BE APPROVED BY UNDERWRITERS LABORATORY (U.L.), OR ANY NATIONAL RECOGNIZED TESTING AGENCY. 3, IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 4. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. 5. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. A. ALL CONDUCTORS SHALL BE COPPER TYPE THWN OR AN ALUMINUM EQUAL ALTERNATIVE EXCEPT AS OTHERWISE NOTED. B. MINIMUM WIRE SIZE SHALL BE 014 A.W.G. UNLESS OTHERWISE NOTED. C. LOAD CENTERS AND PANELBOARDS: a. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. b. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT -ON. c. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG- IN. d ALL 120-VOL7, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARG-FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. e. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. f. A.I.G. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 7. WIRING METHODS: A. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. B. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. G. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. D. TYPE NM (NONMETALLIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS AND CONCEALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION S. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL, TELEPHONE AND CAISLE UTILITY COMPANY REPRESENTATIVE, SERVICE ENTRANCE LOOATION AND ANY OTHER REQUIREMENT. 9. SERVICE ENTRANCE ELECTRICAL EQUIPMENT SHALL BE AS SPEGIFIED ON PLANS. ALL OTHER DEVICES DOWNSTREAM OF MAIN BREAKER TO BE 12K AIC RATED UNLESS OTHERWISE NOTED, 10. BEFORE ANY ELECTRICAL EQUIPMENT INSTALLATION, CONTRACTOR SHALL FIELD VERIFY THE SIZE OF THE FEEDERS AND OVER CURRENT PROTECTION DEVICES WITH MANUFACTURER'S EQUIPMENT SPECIFICATION. 11. PROVIDE DISCONNECT SWITCHES FOR A/C EQUIPMENT AND PUMPS PER MANUFACTURER'S RECOMMENDATIONS. 12. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GPI) AS PER NEC 210-8(a), TH15 SHALL INCLUDE BATHROOMS, GARAGES, OUTDOOR RECEPTACLES, KITCHENS AND AT WET BAR SINK ARE, AS APPLICABLE. 13 PROVIDE COMBINATION TYPE ARC FAULT PROTECTION CIRCUIT BREAKER (AFCU FOR OUTLETS INSTALLED IN ALL DWELLING UNITS ROOMS, EXCEPT FOR KITCHENS, BATHROOM, GARAGE, UNFINISHED BASEMENTS AND ROOMS OR AREAS NOT SPECIFIED IN SECTION 210-12. PROVIDE DEDICATED NEUTRAL WIRE FOR EACH ARC. FAULT CIRCUIT BREAKER. 14. PROVIDE PRE -WIRED TELEPHONE AND CABLE TV OUTLETS AS SHOWN ON PLAN OR AS IDENTIFIED ON OPTIONS SHEETS. 15. SMOKE DETECTORS SHALL HAVE A SELF CONTAINED BATTERY BACK UP ANP BE CONNECTED TO LIGHTING CIRCUIT AHEAD OF SWITCHES. ALL SMOKE DETECTORS WITHIN THE HOUSE SHALL BE INTERCONNECTED FOR 51MULTANEOUS OPERATION, AND SHALL BE ON AN ARC FAULT CIRCUIT INTERRUPTER. SIVGLE STATION SMOKE DETECTORS SHALL BE INSTALLED MIN 3' FROM ANY A/G REGISTER, BATHROOM OR KITCHEN DOORS. CONTRACTOR SHALL VERFY IN FIELD 6. HYDROMASSAGE BATHTUBS SHALL BE INSTALLED AS PER NEC 680 a, ACCESSIBILITY SHALL BE PROVIDED AS PER NEC 680-73 h, ALL METAL PIPE SYSTEM, METAL PARTS OF ELECTRICAL EQUIPMENT, AND PUMP MOTORS ASSOCIATED WITH THE HYDROMASSAGE TUB SHALL BE BONDED TOGETHER USING A COPPER BONDING JUMPER, INSULATED, COVERED OR BARE, NO SMALLER THAN # 8 SOLID AS PER NEC 680-74 17, ELEOTRICAL DEVICES SHALL BE MOUNTED AS NOTED BELOW, UNLESS SPE CIFICALLY NOTED OTHERWISE: a. GENERAL PURPOSE RECEPTACLES: 10" AFF TO BOTTOM OF FIXTURE b. LIGHT SWITCH: 44" AFF TO BOTTOM OF FIXTURE 18. LIGII-TS LOCATED ABOVE SHOWER OR BATH TUB SHALL BE SUITABLE FOR WET LOCATION (SHOWER TRIM). 9. ALL RECEPTACLES SHALL BE TAMPER RESISTANCE. 20. FBC R404.1 A MINIMUM OF 7551. OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTRUEB SHALL BE HIGH -EFFICACY LAMPS OR A MINIMUM OF 75 OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS: EXCEPTION: LOW -VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH -EFFICIENCY LAMPS. FAULT CUFZfRENT CALCULATION FPL TRANSFORMER 100 KVA Fla (100 KVA) = 411 A's 240VIO f I LET tHRU = 417/ZOL(o) 42,779A IT 16: *1 NUMBER OF CONDUCTORS PER PHASE: 2 CONDUCTOR LENGTH 'L': 40' CONDUCTOR G VALUE: 7;493 2_ x L x 1 = 2 x 40 x 42 779 = 1.9023 7,493 x 240 G x EL-L M = I _ = 0,3445 1 + F I + LIBO23 ISGA= AVAILABLE FROM UTILITY x M = 42,719 x 0.3445 - 14,739 AMPS USA 22K, A.I.C. RATED AT THE SERVICE USE IOK, A.I.C. RATED AT PANELS MA-3 WP GF I (-+ E,4 WP1 GF I 52 ``J\ / 52 { fRM AL QD 58 =L=L, I KC.:X.KttN KVLLLJVAJN UA12 AI2 U 44' 1 u AFF 52 62 COVERED ���\ 69 BZ S-� B8�a9 B1 \ 5I2 B2 _ B2 LANAI r CLUB RM. ' 1 1 BI6 B16 1 1 S 1 MASTER PROVIDE 1 Bib `:v I CASUAL BEDROOM �, j r:vl1 1 J-BOX FOR I (PROVIDE / I DINING 1 1 OPT. FAN I J-BOX FOR I B14 ~ BATH 5 F BS (OPT. FAN BT I 52 PROVIDE I 1 \ MA-3 B9 \��\ 5I4 J-BOX FOR QF I B2 WP OPT. FAN / 58 B8 AI2 ` f —— -- -- — — 55 L — — — — — — — — — — — — -- 4— 52 52 SIB AI\�\\ki -�- B2 _ O TYP. CFI / ll 54 AFC( -- / 0 415 Ai5\ 1 7 S.D. Bib �OR DW, T — 14 FI 11 52 52 PROVIDE GREAT ROOM 1 d DISP1 J-BOX FOR F 1 Airo I 5 Blm Blfd J4 OPT. FAN Ai6 Biro A15 PROVIDE IF- — I 1 69 I r r 1 11 J-BOX FOR Ai III O OPT. FAN DW. ��\ Blm IAs \A15 F l�J\ sW1rc14 FOR \r� J A 10 GFI j 1 A15 AI5 INSTALLED HGT. PER. A B9 Alyd B16 TV - I IIN INSIDE MANUF. FI PAN. SID" \ CAB Al AI4 SRC• GN7111 _ B6 ri A.F.F.( L 1 HOOD Ai5 j ` I, A, I KITCHEN L//"\'� W.LC. , Bio 56 BEDROOM #4 AI5 I -� 3 -510 3'-0" Ally^ _--_-, iAl- �`\B9 _/ A.F.F.AF DBL FOR MICRO VP PROVIDE OVEN ABOVE J -BOX FOR (F B6 — — — — —'— / —AIT REF. Blm OPT. FAN Bro Al 8,2 I A3 A1C=F I \, MASTER BIrD \ TV 415 cHIMEs 3 — — — _ — -L AT - 1 \ BATH \ Ali ----- s A9 I ° / BATH #t4FC W [wNA 4 A21 R CsFI — — >116 — — A9 Be W.I.C. C1 � LL \`�\ 4-----— MA 3 ®6 S- \ 6 4 2 PANEL AI3 B6 �� LAUNDRY PANEL i B9�. im m CxFI 56 W.I.C+ OUTTLET m 2a i� ��i �`� u MA5,6 ro A21 KP VP VP \D 1 4 4 FOYER DINING Ag 3 q50 Bia '- \ 50 � S/CO I A21 177 A21 / `COND.1 � 02�/ A21 n WDR AI3 `\ A23 44"A.F.F. A6,8 WH - I NEMA 3R 413 �� 2 LAIR P.B. FOR o 12 �1 CA I \. GARAGEOPENER DR v GARAGE DR �CO01 56 6 °I _i SsFI 1 a "2 — A13 \ rJa \qg \OPENER WALL MOUNTED A39,41 440,42 — 5I4 II Im LIGHT W/SWITCH MA-4,5 ° IN ATTIC W.I.C. ` AS 4 BI4( --- -- �A23J- 1 � (—J A25 A25 A23 SPRINKLER I B3 _ '.�I ° I 1 HB GARAGE #1 MA-2 BATH MA-3P I — GzF I 3 B3 B3 \ � GFI COURT / A24 CLCx. Q OUTLET A WALL A25 YARD / PROVIDE METER 12 A2I _ MOUNTED / SURGE VERIFY Cx — L — ���\ IP A21 1 Bl LIGHT PROTECTOR is VERI W/SWITCH \ / 53 � 54�r 1 —— `�� IN ATTIC TYP. �4 AFC( BATH #3 SD. Sico �B� -- COVERED 1 HB _ W.LC• ENTRY I 1 ' /"�- B1 WP MA-3 133 /PROVIDE B4• I -- ----- —---------- MI -3 XXX J-BOX FOR OgFCI Bl / A23 COACH / �B OPT. FAN BI S.D. \-�+ PORTICO CFI ' LIG, A25 (I IEAVE) B3 IINI � 44 A.F.F. GARAGE #2 ITV TV I BEDROOM #3 PROVIDE 1425 J-BOX FOR F BI OPT. FAN A 3 Bll 53 I L J A23 GFI C:LGWALL MOUNTED OUT / BEDROOM #2 1 outLEt I 53 1 1--- LIGL4T W/SWITCH I— — — — — J IN ATTIC / P.B. FORS I� - A25 — — — A25 CHIMES CsFI BP COACH �- f COACH GFI LIGs47 LIGHT COACH / LIGHT ELECTRICAL FLOOR PLAN- 5(--ALE: 1/4" = I'-0' 4 Nsign roup 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 SUBDIV. & LOT: RIVER]BEND LOT #30 170 MPH EXPOSURE 'C' PROJECT# 03303.036 MODEL: YOR]KSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: ELECTRICAL ll 0`0 PLAN ARCHITECT: STATE OF FLORIDA Y LHYY ail ''1 Vlr� DATE: / SCALE: AS LTG I'll SHEET NO: EI Ip iA I i l l j�. WP Panel MAIN -A PANEL: 8/16 tap crt. breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 200 Amp M.C.B FEEDER: 3- #2/O Cu THWN & 1-#6 Cu (G) in 2"' C_ OR 3-#4/O AL THWN & 1- #6 Cu (G) i r 2" C. Wire Pole Bkr Dewiption Watts Circuit Circuit Watts Description Bkr Pole Wire Space 1 2 500 Sprnkier c0 1 #12 #12 1 20 Ext. Recep. GFI 1200 3 4 Space #8 2 50 APC C.L:-1 8184 4 5 2832 A1C C.U'. 2 20 2 #10 N,C 5 6 N.C.. PANf'I< - A PANEL: 42 Crt. Breaker VOLTAGE: 1201240 V - lPh MAIN: 200 Amp M.L.O. FEEDER: 3-#2/0 Cu THWN & 1-#6 Cu (G) in 2"C. OR 3-#4/0 AL THVVN & 1- #6 Cu (G) in T C. Wire Pale Bkr Description Watts Circuit 1' 3 5 7 9 11 13 15 17 19 21 23 25 27 31 33 35 37 39 Circuit Watts Descnpbon Bkr Pole Wire #12 1 20 Small AnnItances 1500 2 5000 Dryer 30 2 #10 #12 1 20 Microwa+e 1800 4 #12 1 20 Small Appliances 1500 6 4500 Water Heater 25 2 #10 #12 1 20 Refrigerator 1200 8 #12 1 20 Dining Receptacles GFI 1500 10 1500 Master Bath GFl Bath Outlets 20 1 #12 #12 1 20 Hood Fan 1200 112 1500 Casual Dining Recpt. GFI 201 #12 #14 1 15 FoyerfDining Lights AFCI 1000 14 1200 Disposal 20 1 #12 #14 1 15 Great Room AFCI 1000 16 1500 Dishwasher 20 1 #12 #14 1 15 Kitchen Lights AFCI 1000 18 5000 Chen 50 2 #8 S lance 20 #14 1 15 Co dor/Laundry AFCI 1000 22 1500 Waster 20 1 #12 #14 1 20 Garage Lfg/RecepGFl 1200 24 1000 Garage Door Opener#1GH 20 1 #12 #14 1 15 Exterior Li qhtin 1000 26 10000 Cooktop _ 60 2 #6 S pace 28 S pace' 30 Space Space 32 Space S- e 34 Space Space 36 S ace Space 38 S ace A/C AHU-1 2 � (Heater 10 KVA at 65%) 7566 40 6840 A/C AHU-2 _F30 (Heater 10 KVA at 65%) 2 #10 41 42 Load su 'ectto demand factor Calculations 1 line 1 16100 36200 Load subject todemand factor calculations i line Demand Facttar Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 52300 First 10000 watts at 100% 10000 Remaning watts at 400,4 16920 Total A/C load 15024 Future Growth = 10% 4194.4 FLO CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 46138.4 Total Amps (u"atts 1240 wits) 1g22 PANEL - B PANEL: 42 Crt. Breaker VOLTAGE 120/240V 1Ph MAIN: 100Amp M.LO _. FEEDER:3-#2/OCuTHWN& 1-#6Cu(G)irIC.OR3-44/0ALTHWN&1-#6Cu(G)02°'C _._ :.....__ i Wire Pole Bkr DeScriptlon Watts Circuit Circuit Watts Description Bkr Pole Wire #14 1 15 Bedroom #2AFCI 1000 1 2 1000 Master Bed AFCI 15 1 #14 #14 1 15 Bedroom #3/ Bath #3 AFC/ 1000 3 4 1000 SD & S/CO AFCI 15 15 1 #14 #12 1 20 GFI Bath Outlet 1000 5 6 1000 Bedroom ##/ Bath #4 AFCI 1 914 Space 7 8 1000 Club Rm AFCI 20 1 #12 #14 1 15 Cas. Dint Pantry/ Hall AFG 1000K17 1i0 1000 Master Bathroom Lighting AFCI 15 1 #14 #12 1 20 Garage Door#2 GFI 1000 12 1500 Bath Recpt. GFI 20 i #12 S e 14 1000 Bath #2/Pwdr L htin AFG 15 1 #14 Space 16 1000 Gub RrW Cornered Lanai AFCI 20 1 #12 Space 18 Space Space 20 Space Space 21 22 Space 9pace S Dace 23 24 Space 25 26 Space Space 27 28 Space Space 29 30 Space Space 31 32 Space Space 33 35 34 Space Space Space Space Space 36 Space 37 38 Space 39 40 Space 41 42 Space Load subject to demand factor calculations 1 line 5000 8500 Load subject to demand factor calculations 1 Bine Demand Factor Calculations ABBREVIATIONS: AFCI: ARC FAULTCIRCUITINTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 13 00 First 10000 watts at 100% 10000 Remaining watts at40% 1400 Total A1'C load 0 Future Growth = 10% 1140 LOAD CALCULATION IS BASED ON AJC NON -COINCIDENT LOAD Total Connected Load Watts 1254p Total Amps(watts "° 240 molts)3 General Lighting & Receptacle Load —at Tot A/C Square Feet 3688 General Lts& Rec 3 W. /SQ.FT 11064 Hi -Hats (#)at 65WfLight at 100% 37 Hi -Hats 2405 Total Generale Llts_ & Rec (Watts) 13469 watts Total Clots # ckt Watts General' Lts & Rec Panel A 4L_962.071 3848 General Lts & Rec Panel' B 101 962.07 9621 A R C N IT E C T S Grpoeusign r Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE SUBDIV. & �LTOT: R1 � ERBE1V D LOT 436 [1710 MPH EXPOSURE PROJECT# 03303,036 MODEL: YOR KSHIRE PLAN 2" 6611 ELEV. C GARAGE SWING: RIGHT PAGE: OTES AND SCHEDULES ARCHITECT STATE OF FLORIDA DATE: 09 10/15 SCALE: AS h,OTED SHEET NO: CzATE VALVE ITYP.J VACUUM RELIEF VALVE HEAT TRAP ROUTE PIPINCz TO DRAIN ON GRADE H.W. \ : C.W. EXPANSION TANK TEMP 8 PRESS. RELIEF VALVE- A.S.M.E. ROUTE PIPINCs FULL 51ZE TO DRAIN PAN, D15CHARCzE SHALL 15E INSTALLED IN A MANNER THAT DOES NOT CAUSE PERSONAL INJURY TO OCCUPANTS IN THE MMEDIATE AREA OR STRUCTURAL DAMACzE TO THE E3UILDINCz. TEMP. CONTROL VALVE WATER HEATER DETAIL (TYP.) TUB/ SHWR BATH LAv. 2° 2° 1 vTR I i i 11/2" 1 1/2"' WASHER LAv. POWDER LT.RM 2" - 3" LAUNDRY j` 2° VTF 11/2 BATH #22 tt, TUB/ T SHWR ,2. 2 TUB/ SHWR W 3�' W.G. BATH ;f LAv. 1 1/2" 2" vTR LAV. WC BATH 2 z"- 3= AIR ADMITTANCE VALVE DISH, WASH. 2° JL VTR I W.C. 2 s SINK LAv. 2' 2' ;_ VTR TUB/ TUB LAV. SHWR ter, ii 2°1 SHWR KITCHEN 3° MASTER BATH W.C. IMPROVE] 2 WAY C.O. GARAGE 4" SANITARY SEWER. SEE CIVIL DWG5 FOR CONT. PLUMBING LEGEND WASTE A/C LINES FROM UNIT TO CONDENSER WILL SE RUN OVERHEAD 3" TO STORM SEUJER. 5EE CIVIL DWrz5 FOR CONT. PLUMBI IIP]CAI SCALE: 1/4" = 1'-0" 4" SANITARI' v NEER 5EUER. SEE CIVIL DuiGe FOR CONT. OF., Groupinc. 1 N. RONALD REAGAN Bl 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 SUBDIV. 8c LOT: RIV EI 1 , �ND LOT ,-'30 170 MPH EXPOSURE °C' PROJECT,# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELECT. C GARAGE SWING: EIGHT PAGE: PLUMBING PLAN ARCHITECT: STATE OF FLORIDA ACT 2 9 _5 JAM ^CANTWELL R O 12079 mommommo IS ATE: O'9;'1''/11-31 ATCALE: A5 NOTED HEET NOU F�; I CONDENSING UNIT SCHEDULE SELECTION BASE ON COMPRESSOR DATA FAN MOTOR EFFICIENCY DESIGNATION NOM TONS MODEL NUMBER RLA LRA H.P. AMPS §EER COP HP- 1 5.0 CH14NA06000G 26.3 134.0 114 1.20 14.0 N/A HP-2 1.5 CH14NA0180OG 9.0 48.0 1/12 0.50 14.0 N/A SELECTION BASE ON FAN DATA FAN MOTOR DESIGNATION NON TONS MODEL NUMBER HEATER CFM SUPPLY CFM OA EXT SP IN WG H.P. AMPS AHU-1 5.0 FX4DNF061 SKIN 1995 ----- 0.3 314 6.0 AHU-2 1.5 FB4CNP018 5KW 600 ----- 1 0.3 113 2.8 A n " 1 . PLENUM: 19"X12" S/A SUCTION LINE: 1-1/8" COPPER W/3/4" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 AC#2: PLENUM: 13"X12" S/A SUCTION LINE: 3/4" COPPER W/1/2" CLOSED CELL INSULATION LIQUID LINE: 3/8" COPPER CONDENSATE: 3/4" PVC SCHEDULE 40 FLEX DUCT LOCATION SHOWN IN PLAN IS SCHEMATIC AND TO BE ADJUSTED AT JOB SITE TO ACCOMMODATE FIELD CONDITIONS. DUCT WORK DESIGNED AS PER ACCA MANUAL D. 1 T/1 W0. 1. POWER AND CONTROL WIRING BY E.C. 2. EXHAUST FANS SUPPLIED AND INSTALLED BY E.A. 3. ROUTE CONDENSATE DRAIN LINE TO PERVIOUS AREA. 4. ALL REGISTERS MIN. 8" OFF WALL. 5. ALL CONDENSATE LINES TERMINATE MIN. 12" OFF WALL. 6. ALL CONDENSERS UNIT MIN. 12" CLEARANCE OFF EXT. WALL AND BETWEEN EACH OTHER. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAINS TO BE INSULATED WITH 1/2" THICK ARMA FLEX 8. ALL CONDENSING UNITS TO BE MIN 5 FEET FROM PROPERTY LINE 9. THERMOSTATS TO BE DIGITAL PROGRAMMABLE.. I FOR WIND RESISTANCE APPROVED BM TIE DOWN CLI] ONE CLIP PER! 2-1/4" SCREWS 2-1/4" TAPCON; BMP GALV. CLIPS FLA PRODUCT APP.# FL14239 CU MOUNTING DETAIL IU TIE DOWN T( COMPLY WITH )1.1 ZX-L CEILING STRUCTURE REF. LINES LINE TRAP "SLAB FLOO6 MIN ➢ LEVEL ELEVATION SUPPLY AIR DUCT DYSII.1 ELECTRICAL DATA VOLT PHASE MCA MOCP WT(LBS) DIMENSION (H X W X L) 23011 34.1 50 250 35 X 35 X 28 15/16 230/1 11.8 20 134 23 118 X 23 1/8 X 35 3/16 AIR HANDLING UNIT SCHEDULE CAPACITIES (MBH) COOLING TOTAL COOLING SENS. COOLING LAT. HEATING TOTAL HEATING HSPF HEATING TOTAL 58.5 43.875 14.625 55.5 8.0 25.9 17.8 13.35 4A5 17.6 1 8.0 16.4 BROAN #688 EF-1 @ 50 CFM W/4"O V.T.O. BROAN #784 EF-2 80 CFM W/4" O V.T.O. 4"MIN. L-i L-i PROVID%4"M /MCLEARACE ON ALL SIDES OF AHU CLOSET INT DIM TO BE 12" WIDER THAN AHU AS PER M1305.1.1 WATER SENSOR SWITCH ATTACHED AHU TO SECONDARY DRAIN OF AHU. SENSOR SWITCH IS WIRED INTO SYSTEM CIRCUIT TO SHUT SYSTEM OFF IF ALERTED BY SENSOR, THAT WATER LEVELS ARE HIGH. RETURN AIR _ ALUMINUM METAL STAND T- SWITCH WATER SENSOR DETAIL STRIP HEATER (AUX) ELECTRICAL DATA K.W. STEPS VOLT PHASE HTR AMPS MCA MOCP DIMENSION(H X W X D) 7.8 1 23011 32.0 48.5 50 201 59 1/4 X 24 3/4 X 22 1/16 4.8 1 1 23011 20.0 28.5 30 1 112 42 1116 X 14 5116 X 22 1/16 COND. LINE TERMINATE MIN. 12" OFF WALL COND. LINE TERMINATE MIN. 12" OFF WALL Digitally signed by Dennis Duff Den n i s DN:i Dennis Duff, 1 1 1 o=Engngineered Air LLC, ' you=License CAC045860, Duff email-Deonisd@engineeredairll r- c com, US Date: 2015,10.15 09:55:32 -N-00' THE DESIGN PLANS AND SPECIFICATIONS INDICATED 1 OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND ARE THE SOLE PROPERTY OF ENGINEERED AIR, LLC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF ENGINEERED AIR LLC. DRAWING IS DIAGRAMMATIC AND ACTUAL LAYOUT CAN CHANGE DUE TO FIELD CONDITIONS. PLAN HISTORY PLAN STARTED 10.15.15 Uj Lj w Z � (D z J J DRAWING INFO CONTRACTOR INFO: 2520 N. ANDREWS AVENUE POMPANO BEACH, FLORIDA 33064 PHONE. (954) 974-7277 FAX. (954) 973-1883 STATE OF FLORIDA LICENSE # CA 045 60 STANDARD PACIFIC RIVERBEND YORKSHIRE (6811) DRAWING SCALE: LOTNUMBER: 1/411=11-011 36 DRAWING COMPLETED BY: CAMERON G. DRAWING CHECKED BY: CHRIS W. DRAWINGNUMBER: PAGE DESIGNATION: 2101.15 M 1 DF 1 GENERAL NOTES A R C H IT E C T I. IT 15 THE 5U5 CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY. 2. DE51GN LIVE LOADS ROOF 20 PSF ELEVATED FLOORS___ 40 P5F BALCONY (00 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2014 a) BASIC WIND SPEED = 110 MPH b) BUILDING CATEGORY II c) EXPOSURE "C" d)INTERNAL PRESSURE COEFFICIENT fO.18 FULLY ENCL05ED 5TRUCTURE COMPONENTS AND CLADDING (AS[))-. +4038, -52.11 PSF FOR DESIGN WIND PRESSURES. 4. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, 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 A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RILES AND LAWS ESTABLISHED BY THE FLORIDA DEPT. OF AGRICULTURE AND CONSUMER SERVICES." FOUNDATIONS I. FOUNDATION DE51GN IS BASED ON AN ALLOWABLE 501L BEARING PRESSURE OF 2500 P5F. WHICH SHALL BE VERIFIED BY A FLORIDA REGISTERED GEOTECHNICAL ENGINEER PRIOR TO THE START OF WORK. 2. PLACE FOOTINGS/SLAB ON COMPACTED SOIL. FOLLOW RECOMMENDATIONS OF SOILS REPORT. CAST -IN -PLACE CONCRETE I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS, HAVE A SLUMP OF 4" PLUS OR MINUS I", AND HAVE 2-4% AIR ENTRAINMENT. 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. LONG. 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 5TRUCTURE5" 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. 1. 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"---------CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2"-------ALL OTHER CASES. 10. HORIZONTAL SLAB BARS SHALL BE BENT I'-6" AROUND CORNERS, OR PROVIDE CORNER BARS WITH A T-O" LAP ON EACH LEG. II. MINIMUM LAP SPLICE ON ALL REINFORCING SHALL BE 25 INCHES. WOOD CONSTRUCTION 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED OR WRAPPED W/ 30° ROOFING FELT. 1. WALL SHEATHING SHALL BE 5/8" CDX PLYWOOD SHEATHING W/ 8d NAILS AT 4" O.C. AT ALL EDGE SUPPORTS, AND 8d NAILS AT b" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE 50LID 2x BLOCKING AT ALL SHEET EDGES. 8. FLOOR SHEATHING 15 3/4" TONGUE AND GROOVE C-D PLYWOOD (48/24 RATING) OR EQUIVALENT WEYERHAEUSER EDGE GOLD PANEL, GLUED AND NAILED WITH IOd RING SHANK NAILS OR SCREWS AT b" O.C. AT SUPPORTED EDGES, AND IOd NAILS AT 10" O.C. AT INTERMEDIATE SUPPORTS. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL FLOOR SHEATHING SHALL MAINTAIN 1/2" SPACE BETWEEN SHEATHING AND MASONRY WALLS. 9. ROOF SHEATHING SHALL BE 5/8" C-D PLYWOOD (24/16 RATING), NAILED PER ROOF SHEATHING FASTENING SCHEDULE. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE 50LID 2x4 BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. PLYWOOD SHEATHING SHALL BE CONTINUOUS OVER TWO SPANS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS. ALL ROOF SHEATHING SHALL BE RATED FOR EXPOSURE-1 10. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. II. NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING 50LE PLATE TO TRUSS OR BLOCKING I(od 8" O.C. STUD TO 50LE PLATE, TOE NAIL ad 4 DOUBLE STUDS, FACE NAIL 16d 12" O.C. DOUBLE TOP PLATES, FACE NAIL 16d 1211 O.C. TOP PLATES LAPS AND INTERSECTIONS 1601 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 1211 O.C. STUDS TO SOLE PLATE, END NAIL Ibd 2 PREFABRICATED WOOD TRUSSES I. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS AS SHOWN IN THE TYPICAL WALL ELEVATION 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE 5TRE55 INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRU55E5 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 REGISTERED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT AND ENGINEER DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO 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. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRU55E5 EXCEEDS 11" PROVIDE CONTINUOUS 2x4 LET IN. 1. DESIGN LOADS - DEAD LOADS: ROOF TRUSSES 25 PSF FLOOR TRUSSES 20 PSF I. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL BEARING WALL STUDS WOOD FRAMING SHALL BE NO2 SOUTHERN YELLOW PINE. ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x4 STUDS SPACED AT 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 50LE PLATES AT THE EDGES OF 5LA55 SHALL BE ATTACHED TO THE SLAB WITH 1/2" READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS AT 3211 O.C. W/ 5" EMBEDMENT. AT INTERIOR STUD WALLS PROVIDE EITHER READ HEAD (OR EQUIVALENT PRODUCT) 1516 5DC (WITH 2 1/811 LG, 5/64" THICK WASHERS) POWDER DRIVEN FASTENERS AT 8" ON CENTER, OR 1/2" DIAMETER READ HEAD (OR EQUIVALENT PRODUCT) ANCHOR BOLTS, WITH 5" EMBEDMENT, AT 32" ON CENTER RED -HEAD 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 ANGLES, CORNERS AND AROUND ALL OPENINGS. AT SHEAR WALLS. 5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT OPENING UP TO 3'-011 . FROM OPENING 3'-0" TO 5-6" PROVIDE MINIMUM TRIPLE WALL 5TUD5 (TWO 5TUD5 BEARINGS, ONE STUD FULL HEIGHT OF WALL). FROM OPENING 5'-6" TO T-6" PROVIDE FOUR WALL STUDS (TWO STUDS BEARINGS, TWO STUD FULL HEIGHT OF WALL). NAIL STUDS TOGETHER WITH 12d NAILS 9 12" O.G. EACH PLY. THE REQUIREMENT DOES NOT APPLY TO INTERIOR NON -LOAD BEARING WALLS. LINTELS SHALL BE NO, 2 SOUTHERN YELLOW PINE. n, o- At1 ".Ii MACTCt rtew Inn ROOF SHEATHING LAYOUT LDING DTH BLOCKING AT 48" O.C. FIRST 2 SPACES EACH END. MA50NRY WALL CONSTRUCTION I HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO A5TM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF IWO PSI (P'm = 1500 PSU. 2 MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C210. 3 COURSE GROUT SHALL CONFORM TO ASTM C416 WITH A MAXIMUM AGGREGATE SIZE OF 3/5" AND A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 4 VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT. 5 VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 4'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL TYPICAL UNLESS OTHERWISE NOTED. SEE TYPICAL GROUTING DETAIL 6/553 FOR ADDITIONAL INFORMATION. 6 REINFORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS UNLESS NOTED OTHERWISE ON THE DRAWINGS. 1 HORIZONTAL WALL REINFORCEMENT SHALL BE STANDARD TRU55 TYPE DUR-O-WAL AT 16" O.C. 8 WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 9 PROVIDE PRECAST CONCRETE LINTELS OVER ALL OPENINGS UNLESS NOTED OTHERWISE ON DRAWINGS. LINTELS SHALL BE OF SUFFICIENT SIZE AND REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. 5U5MIT SHOP DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. 10 SPECIAL INSPECTION OF UNIT MASONRY IS REQUIRED. TRUSS NOTES II THIS DESIGN MEETS THE REQUIRMENTS OF ACI 530 ASCE 1-10. ROOF WIN 55U NET UPLIFT LOAD ASCE 1-10 ZONE 1 = 292 PSF ZONE 2 = 4826 P5F ZONE 3 = 803 PSF am 1 FEET BASIC WIND SPEED 110 MPH WIND EXPOSURE C. RISK CATEGORY II INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ROOF SHEATHING FASTENING SCHEDULE: USE 8d RING -SHANK NAIL PANEL EDGES PANEL FIELD ( NAILS (o O.G. ( NAILS (o O.G. OQ NAILS 4" O.C. 0 NAILS 6" O.C. 03 NAILS 4" O.C. Oa NAILS 6" O.C. WINDOW & DOOR WIND PRESSURES 170 MPH WIND ZONE EXPOSURE C BUILDING CATEGORY II OPENING SIZE ZONE 4 (INTERIOR) ZONE 5 (EXTERIOR)** 10 5QFT +44.18 / -48.55 +44.18 / -59.98 20 5QFT +42.11 / -46B4 +42.11 / -55.89 50 SQFT +40.01 / -43.04 +40.01 / -50,53 100 SQFT +36.09 / -41.81 +38.09 / -46.54 **END ZONE IS DEFINED AS AN AREA WITHIN 5' FROM 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. I. TRU55 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. THE CONNECTION OF TRUSS TO TIRU55 SHALL BE PROVIDED BY THE TRUSS MANUFACTUROR 4. VERIFY TIRU55 CONFIGURATION WITH ARCH DRWG PRIOR TO CONSTRUCTION. FASTENER SUBSTITUTIONS: 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 Sd COMMON NAIL Sd RING SHANK NAIL Sd SCREW SHANK NAIL 0.131 P-NAIL IOd COMMON NAIL IOd RING SHANK NAIL IOd SCREW SHANK NAIL 0.148 P-NAIL (od COOLER NAIL 06 x 1 1/4" TYPE 5 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. �4EAIDER/5EAM SCHEDULE TYPE HEAC)ER/BEAM TYPE HEApER/BEAM H-I DOUBLE 2x13 H-2 (2) 2x10 FOR 4" WALL (3) 2x10 FOR 6" WALL (4) 2x10 FOR W WALL H-3 DOUBLE 2x12 H-4 (2) 1 3/4" x II 1/6" LVL I. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER IS 5PECRED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-1 AT OTHER WALLS. 2. AT DOUBLE 2x HEADERBEAMS PROVIDE A 3/8" PLYWOOD (OR O,S$) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED. ASE ENGINEERING SERVICES, INC. Design Grou Inc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE rA_ 10 J W O U „ U� Q C RIVERBEND LOT #36 170 MPH EXPOSURE 'C* PROJECT# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: GENERAL NOTES ENGINEER STATE OF FLORIDA MASON X15. P.E. 1 1V11V 1 DATE 10 SCA E: AD 11U. SHEET NO: S1 01 SCALE KTA 10244 East Colonial Drive, Suite 202 Oriyndo, Florida 32817 - 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 A R C H I T E C T SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U—LINTELS 441111111=4"m UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1 8F16-1 SF20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 8F8 8F8-2T SF12-2T 8F16-2 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10c34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6"(42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4"(64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 1 505 1393 1437 2050 2670 3293 3920 4549 5'-10(70") PRECAST 1272* 1357 1 1930 2505 1 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6"(78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6"(90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4"(112")DRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6C126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4(136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'—OC144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4r160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0C168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-$(176")PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'= 4(184")PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'= 4'(208")PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 1g'=4'(232")PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'= 4'(256")PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 g93 22'= O'(264")PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'= O'(288")PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 257 VUK UNAUt 4U HILLU NUSAIN SAFE LOAD TABLES 8" PRECAST & PRESTRESSED U—LINTELS GRAVITY LENGTH TYPE 8 U 8 SF8-06 8F12-0 8F16-0B BF20-OBI8F24-OB 8F28-OB 8F32-OB SF8-1B 8F12-1 SF16-18 8F20-1B 8F24-18 81F28-18 8F32-18 2'=10(34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'=6"(42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'— 0"(48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'=6" (54") PRECAST 1 651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4"(64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10t"70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'= 6"(90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 g'=4"(112"PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6(126") PRECAST 456b 802 1125 915 1122 1328 1535 1025 1514 2081 2774 3130 2404 1'-4i"136") PRECAST 445 935 1365 1854 2355 1793 2075 935 1365 1854 2441 3155 4044 12'—O(144") PRECAST 414 864 1254 1689 2074 1570 1818 864 1254 1693 2211 2832 3590 13'-4(160") PRECAST 362 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'—Oc168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8"(176")PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4"(184")PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4"(208")PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1 1400 1800 2200 2600 19'-4"(232")PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4"(256")PRESTRESSED N.R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0"(264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1 1250 1660 1970 24'-0"(288")PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 i 720 1 1030 1350 1610 • F�l . 8F8—OB/1T 8F8-1B/1T 81`16-013/1T 8F16-1B/1T 8F20-1B/1T 8" PRECAST W/ 2" RECESS DOOR U—LINTELS C GRAVITY LENGTH TYPE 8RU6 8RF6-0B I 8RF10-013 8RF14-OB 8RF18-0B 8RF22-OB BRF26-OB 8RF30-OB 8RF6-18 8RF10-18 8RF14-18 81RF18-113 8RF22-113 8RF26-1B 8RF30-113 4'-4" (52") PRECAST 1489 1591 1 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'— 8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10'(70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7'- 6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 1 5492 6624 5132 9'-8" (116")PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 1 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U—LINTELS CUPLIFT LATERAL TYPE LENGTH 8RF6-1T BRF10-1 8RF14-1 8RF18-1 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 8RF6 8RF6-2T BRF10-2 8RF14-2 8RF18-2 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 1 3603 4230 5'-10'(70") PRECAST 896* 1138 1742 2352 2965 1 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1 100 778 956 1468 1987 2509 3035 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116")PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 *REDUCE VALUE BY 157 FOR UKAUL 4U VILLU KLUAK CONNECTOR SCHEDULE STRAP/BUCKET FASTENER TO TRUSS/JOIST FASTENER TO BEAM/TOP PLATE UPLIFT (Ibs) GRAVITY (Ibs) LATERAL F1 (Ibs) F2 (Ibs) USP HTA16 (10) 10d x ij" EMBEDDED (4" MIN.) 1615 — 590 660 (2) USP HTA16 (10) 10d x 11" EMBEDDED (4' MIN.) 3230 — 1180 1320 (4) USP RT24T (9) 16d EACH STRAP 5 O TAPPER POWERS FASTENERS EA. STRAP W/ 1j" MIN, EMBEDMENT 4500 — — — USP RFUS (12) WS3 (4) J"O x6" 'POWERS' FASTENERS WEDGE BOLT 4950 — — — USP THD48 * (16) 10d 6 0 TAPPER POWERS FASTENERS W/ 1 MIN. EMBEDMENT 1655 1655 — — USP THD48 (16) 1Od x 11" 6 0 TAPPER POWERS FASTENERS W/ 1j" MIN. EMBEDMENT 1500 1500 — — USP TDH210 (20) 10d x 14" 10 "� TAPPER POWERS FASTENERS W/ 1j" MIN. EMBEDMENT 2295 2295 — — USP MUGT15 (28) 10d x 1�" 10 0 TAPPER POWERS FASTENERS W/ 1j" MIN. EMBEDMENT 4495 — — — USP PHD4A (10) WS3 J"O x 6"ANCHOR BOLT 5215 - - - USP LPTA (10) 1Od x 11" EMBEDDED (4" MIN.) 1250 — 810 1500 USP HLPTA75 (20) 10d x 1j" EMBEDDED (4" MIN.) 2125 — 1860 1715 USP SPT24 (6) 1Od (6) 1Od 1030 — 560 260 USP SPTH4 (12) 1Od x 11" — 1730 — — — USP SPTH6 (12) 10d x 11" — 1730 — — — USP LSTA18 (14) 10d — 1235 — — — USP USC43 (8) 16d FASTEN"O x6WEDE 'POWERS'BOL 10133 — — — USP RT3A (4) 8d (4) 8d 610 — 190 190 USP RT16A (9) 10d x 11" (8) 1Od 1380 — 800 645 USP HTW20 (20) 10d (8)-1Od 1530 — — — USP PA44E (1) 1/2" DIA. ANCHOR BOLT (6) 16d 990 6775 — — USP IDA66E (1) 5/8" DIA. ANCHOR BOLT (8) 16d 1060 16005 — — USP LTS20B (1) 1/2" DIA. ANCHOR BOLT (5) #10 SCREWS 885 — — — USP HTWM16 (8) 1Od x 1j" (4) 1/4"x 1j" WEDGE BOLT 1225 — — — SIMPSON MBHU3.56 2-3/4" X 5" TITEN HD (12) J"X2-1/2" SDS SCREWS 2210 4005 — — SIMPSON MBHU5.50 2-3/4" X 5" TITEN HD (12) J"X2-1/2" SDS SCREWS 2210 4005 — — SIMPSON HU48 (6) 1Od (14) 1" x 2j" TITEN 1085 4350 — — SIMPSON HU28 (4) 10d x 1�" (6) }" x 2j" TITEN 575 2400 — — SIMPSON HU46 (6) 1Od (12) }" x 2j" TITEN 1085 3950 — — SIMPSON LGUM210-3—SDS (8) J" X 4" TITEN HD (8) j" x 24" SDS SCREWS 3575 9715 — — ALL 'POWERS' FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FOR MASONRY APPLICATION, REFER TO THE "USP TECHNICAL BULLETIN FOR MASONRY APPLICATION." 'POWERS' FASTENERS WEDGE —BOLTS FOR CONNECTOR 'H' SHALL BE INSTALLED IN FULLY GROUTED AND REINFORCED MASONRY CELLS. * WHERE THE FLANGE OF BUCKET 'THD48' DOES NOT FIT, AND PROVIDED THE GRAVITY LOAD DOES NOT EXCEED 1,225 Ibs, USE USP 'HD481F' ATTACHED TO THE WALL WITH (4) J"O TAPPER 'POWERS' FASTENERS W/ 1j" MIN. EMBEDMENT, AND 10d NAILS TO THE WOOD. ALL ANCHOR BOLTS FOR POST ANCHORS TO BE THREADED ROD WITH NUT ON EMBEDDED END AND HAVE MIN. 9" EMBEDMENT U.N.O. ASE ENGINEERING SERVICES, INC. Design Groul 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 1 RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: TABLES ENGINEER STATE OF FLORIDA Lij Yttl 1 DAE: 1O 23 15 SC/ALE: AS,' NOTED 10244 East Colonial Drive, Suite 202 Qfiando, Florida 32817 — 407-677-5565 Fax 407-730-2999 SIREET NO: S1 02 - o R C H IT E C T S 22'-111 12'-4" T-511 7'-1010 " T-2" 8'-10" b'-I" b'-211 b'-2'1 O5 IN GROUT FIL ED CELL 10 55.01 SIM r 1/55.01 _ I I tr _ e I I @ I L--, -1 -re WF-133 WF-2.0B = _ WF-2.0B r--------------------------J I WF-133 ca , I PAVERS I v 1 411 411 I (3 2x4 STUDS W/ n, I SON HTT4LIN I Cq `9 I 5'-0 1/2" cA Z' b" w 5'-0 1/2" I i 15/S I ♦I V� I I I I ------------------rJ I I N ?I WF-133 , I J-------� 11 \ i l (3) 2x4 STUDS W/ l 2x4 WOOD BRNG I SIMPSON HTT4 I , f 61 I WALL W/ SYP #2 L i STUDS 211 I C CRACK BARS lTY I p'+ POSITIONED IN THE I ? I MIDDLE OF SLAB 01 TYPICAL 0 INSIDE MI I i COMERS AND AS SHOWN. u31 r cA I I I I I I I IIII (3) 2x4 STUDS W/ tr 1 1 SIMPSON HTT4 I M 1 r-I I F-1 7cl Lu IIII (3) 2x4 STUDS W/ 1 I ( IIII Cq SIMPSON HTT4 I I no `r I I I I I M I I --- `--- ---- --- I U) Nt I IIII (3) 2x4 STUDS W/ 1 01 ---- 211 I III SIMP50N HTT4 I I I 15/55.01r I I I I -,n ::: ` J 1 ®I I I I I 0 I � ♦ I I � �`\I� 1 BOLLARD -7 I I WF-133 DETAIL PER w I _y- CI _F � 0 I I 4'-3" 4'-311� ' 1'-9" 1'-8" 2'+111 Icq I ?� I I PAVERS I I I I 10/55.01 I I I SIM I I I -2.05 M WF-2.015 `I r 1 L------ -- WF_I33— J I 1,�1 ------ ----- I m F-D - I - `r - -----------------� -2' 4'- " -2' I WF-133 I PAVERS I 6� 14/55.01 I I (P I MI I I I I I I , I L----- WF_133 = e I = I WF-133 I WF-133 --L— J = _ --Ll -----------------� L--------- b = -� -� mmow 1/S5JL/I I 11 b -I I 11 5 -3 1 It b -S I 11 b -8 1 11 5 -0 I 1 i 11 9 -211 9 -2 11 I -4 i 11 Ib -0 I I -4I 10 13'-4" b'-4" 18'-411 I8'-811 b8'-0" 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-10B 24" CONTINUOUS 12" #5 0 48" O.C. (3) #5's — (—)1'-4" PROVIDE CORNER BARS, SAME SIZE AND QUANTITY AS BAR IN FOUNDATION, WITH 30" LEG EACH WAY. PLAN NOTES: 10 SEE GENERAL NOTES ON SWEET 51.01 2❑ DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IN WRITING IF ANY D15GREPANCIES ARE FOUND. 0 PRIOR TO CONCRETE PLACEMENT PROVIDE TERMITE SOIL TREATMENT PER MANUF. SPECS. (SOIL TREATMENT PER FBC R-318) ® SLAB ON GRADE: 4" (TOTAL - UN.O.) CONCRETE REINFORCED WITH bxb-WI.4xW1.4 W.W.F. (PLACED I" FROM TOP OVER VAPOR BARRIER (SEE ARCH'L. DRWGS.)ON COMPACTED SUBGRADE. TOP OF SLAB ELEV. = 0'-0" (REFER) UNLESS NOTED OTHERWISE. COORDINATE ALL SLAB DEPRESSIONS, SLOPES AND LIMITS THEREOF WITH ARCH'L. DRWGS. 4a ADD'L bxb-WI.4xWIA W.WR (PLACED I" FROM TOP OF SLAB) AT PERIMETER OF BUILDING. SEE FOOTING DETAIL FOR LOCATION OF W.W. ❑5 INDICATES MASONRY BEARING WALLS REINFORCED WITH (D-5 VERTICAL AT 4'-0" O.C. MAX GROUT FILLED CELLS SOLID AT ALL COWERS, ADJACENT MASONRY OPENINGS WHICH IS SHOWN ON PLAN. INDICATES 05 IN GROUT FILLED CELL BELOW WINDOW SILL. INDICATES $1 VERTICAL IN GROUT FILLED CELL. INDICATES (2)5 OR (2)% (SEE PLAN) VERTICAL IN GROUT FILLED CELL. © SEE ARCH'L. DRAWINGS FOR LOCATIONS/ LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION. 0 CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. ® COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ ARCHITECTURAL DRAWINGS ❑9 ALL THE CMU WALLS ARE SHEAR WALLS. 10 ALL ANCHOR BOLTS FOR POST ANCHORS TO BE THREADED ROD WITH NUT ON EMBEDDED END AND HAVE MIN. S" EMBEDMENT U.N.O. FOUNDATION PLAN ELEVATION C SCALE: 1 /4" = 1' - 0" ASE ENGINEERING SERVICES, INC. PF DesiOn 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 (954)708-2468 FAX r Ilk RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT.## 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN ENGINEER If STATE OF FLORIDA I,ML1Y67►D�Ni=ma4 1 `;1 : DAT : 1 3 SCA/LE: AS NOTED SHEET NO: 10244 East Colonial Drive, Suite 202 Orl"do, Florida 32817 — 407-677-5565 Fox 407-730-2999 Certificate of Authorization No. 25873 S2�01C A R C H I T E C T S BEAM SCHEDULE MARK DESCRIPTION Vc (psi) SIZE" 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 RB-1 CONCRETE 3000 8x8 N/A N/A (2) #5 #3 8" O.C. SEE NOTE 3 NOTE 1. 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. Iu u 11 m ,\ 2 TOWER LIFT BEAM PLAN C SCALE: 1/4" = V - 0" 8FI6-15/IT F�41mff-pl - 114;�Ir11 E � Ityp ' ,• ,,I�1,�,� ICI mz- CONC. ARCH PER 4/55.02 R5-1 8FI6-I5/IT PREST,RE 8FI2-15/IT PRESTRES: f-m ,L P AT TOP AT 50TTOM -15/IT 55-1 EL. IT-V T.O.S WOOD HEADER SEE 51-01 (TYP) 55-1 EL. 10'-8" T.0.13 8FI6-15/IT o =� CIA t Uj 55-2 �f EL. II'-4" T.0.5 9 t., N +- tu LU EL. 10'-8" T_OB G.T. 0 r CIA 0 1 In Cl CIA T. :.: 1 1 1ST LIFT BEAM PLAN C SCALE: 1/4" =1' - 0" ASE ENGINEERING SERVICES, INC. _ STRUCTURAL DESIGN GROUP T®THE BEET DF M IQIPILEDGE, TiIE WML mom P.A4E !1G BPEDF Tlmo AND $PEDFIDATIdJe AIEONLTy THE' BWLP� * eTRICNRpL "EfQ'FP� a NfEG1EDµ" BT W l 0A aR Av LD . 10244 East Colonial Drive, Suite 202 OrlQndo, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Design Group-inc. 1 N. RONALD REAGAN 131 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT# 03303.036 MODEL: YO RKS HIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: FIRST LI FT BEAM PLAN ENGINEER (STATE OF FLORIDA MASON X /P.E. NO. PRINT 1. 23 '. 15 DATE• SCA E: AS NOTED SHEET NO: S2. 02C PLAN NOTES: ❑I SEE GENERAL NOTES ON SHEET SIDI. ❑2 DO NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 03 SEE ARCH'L. DRAWINGS FOR LOCATIONS)LIMITS AND CONSTRUCTION WORMATION OF INTERIOR NON-BEARNG PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET SIDU FOR ADDITIONAL WALL FRAMING INFORMATION. ® PROVIDE WOOD HEADER OVER ALL OPENINGS IN WOOD WALLS (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 6I.0I SHEET. 05 PRE-ENGINEERED WOOD TRUSSES t MISCELLANEOUS WOOD FRAMING SPACED AT 24"O.CIMAX). © O.B. INDICATES OVER -BUILT PIS-ENG. TRUSS. Q G.T. INDICATES GIRDER TRUSS. ® THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS, SEE USP OR SIMPSON CATALOG AS APPLICABLE. ❑S SEE THE GENERAL NOTES FOR ROOF SHEATHING INFORMATION, AND FOR WOOD TRUSS TYPES. 10 PROVIDE DOUBLE WOOD STUDS UNDRE WOOD HEADER WOOD BEAM, G.T. TO THE FTG. U.N.O. II PROVIDE MASONRY LINTEL OVER ALL OPENINGS N MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) SEE LIFT BEAM PLAN FOR LINTEL TYPE SIZES AND REINFORCING, PROVIDE TEMPORARY SHORNG DURING CONSTRUCTION IF LINTEL SPAN IS GREATER THAN 6 (SIX) FEET. 12 SEE ARCH DRAWINGS TRAY CEILING TRUSS WALL PI l G.T. TO IL PI b" STRUCTURAL KNEE WALL W/ 2x6 5TU06 m IV' O.G. (TYP.) TRUSS ' W/ E 6/55.04 5/55.04 Z ITOWER ROOF FRAMING PLAN C SCALE: 1/4" = 1' - 0" A R C H I T E C T S 1441 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 r � RIVERBEND LOT #36 170 MPH EXPOSURE 'V PROJECT# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN ENGINEER STATE OF FLORIDA [24 DATPRP�/23y15 S c �LE: AS NOTED T NO: 54. 01 C C C1 am SLOPES IDN N � U 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 WIDE 6x6-WI.4xWI.4 W.W.F. (PLACED 1" FROM TOP OF SLAB) \ 3'-0'1 CONC. OR PAVER BY OTHER q I I I I=1 SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYP) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS E FTG SGHEDUL OR 61ZE AND REII . THICKENED SLAB/FOOLING SCALE NTS 2x I6" O.C. 1/211 DIA. WEDGE BOLT 1611 O.G. (SEE PLAN) W/ MIN. T EMBEDMENT IN CONC. USP SPTH4 OR LISP 5PTH6 SEE PLAN FOR SLAB GRADE a 16" O.C. THICKNESS AND REINFORCING VARIES-\ (TYP) COMPACTED u 5U5GRADE. (TYP.) �n E FTG SCHEDULE- TURNDOWN SLAB EDGE REINFORCED W/(3)-05's CONT. OR SIZE AND REI AND 0510 415" O.C. TRANSVERSE (TYP.) THICKENED SLAB/FOOLING 5 SCALE NTS LINTEL PRECAST HEADER l DOOR TRACK 2 X 8 (PT) PLATE: EACH SIDE OF DOOR OPENING, ATTACHM15NT AS PER PRODUCT MANUR FTG. PER 5I4/5.01 GARAGE DOOR TRACK MOUNT DETAIL SCALE NTS MASONRY WALL (BEYOND) SEE PLAN (TYP) 1-1/2" RECESS FOR SGD I 1=III=I I I 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS THICKENED SLAB/FOOLING SCALE N.TS 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. SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYP.) I I L COMPACTED U = /f m E FTG SGHEDUL OR SIZE AND REI . SUBGRADE. (TYP.) FTG SGHEDUL TURNDOWN SLAB EDGE REINFORCED W/(3)-05's CONT. SIZE AND REI AND S 0 45" O.C. TRANSVERSE (TYP.) THICKENED SLAB/F�11NG SCALE NTS 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. PAVER BY OTHERS FTG SCHEDULE ON G SIZE AND REINF( MASONRY COL FTG 10 EEcaLE: NTS CONN. PER PLAN PAVER BY OTHER-7 GROUT CELLS SOLID AT ALL GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. PLAN FOR SIZE AND SPACING. (TYP.) (TYP) FOOTING DOWELS TO MATCH VERTICAL REINFORCING. PROVIDE FOOTING DOWELS TO MATCH 48 BAR DIA. LAP SPLICE. VERTICAL REINFORCING. PROVIDE ADD'L WIDE bx6-WIAxW1.4 W.W.F. 48 BAR DIA. LAP SPLICE. (U 45 IN TOP OF w (PLACED I" FROM TOP OF SLAB) SEE PLAN FOR SLAB GRADE GONG. CURB a THICKNESS AND REINFORCING _ (TYP.) p SLOPES DN %�%\\%\\,�\ ILIA FOR SLAB GRADE MARCH. AND REINFORCINGCOMPACTED SUBGRADE. (TYP.) u BARRIERM AWINGS THICKENED SLAB/FOOLING SCALE KTS 2x Q 16" O.G. 1/2" DIA. ANCHOR BOLT W/ (SEE PLAN) OVERSIZED WASHER 6 16" O.C. W/ MIN. T" EMBEDMENT IN CONC, USP 5PTH4 OR USP 5PTH6 aSEE PLAN FOR SLAB GRADE 16" O.C. THICKNESS AND REINFORCING (TYP.) =III=�� IJ1 i u COMPACTED cn SUBGRADE'-. (TYP) E FTG SCHEDULE OR SIZE AND REI . THICKENED SLAB/FOOLING SCALE KTS OUTSIDE CORNER BARS TO IATGH SIZE AND NUMBER WITH THAT OF HORIZONTAL REINFORCING BARS. (TYP.) PROVIDE 2x4 KEYWAY (TYP) TYPICAL HORIZONTAL - REINFORCING. CORNERS 1 HORIZ. REINF'S. AT SCALE H.T.S. X (U 05 CONT. q () Q u lll "5 15 DEPRESSED SLAB DETAIL Up ° SLOPES DN a L - _� � Eu cq 311 CLR WOOD POST (SEE PLAN) -(2) 03 REBAR E.W. �+ COLUMN FOOLING 16 BCAI.E 3I4' -1-0' SEE PLAN FOR SLAB ON GRADE THICKNESS AND REINFORCING. (TYP.) _\ OIL SEE PLAN T-F /SLAB III- COMPACTED SUBGRADE. E FTG SGHEDUL OR SIZE AND REII THICKENED SLAB/FOOLING SCALE KTS tSEE UT CELLS SOLID AT ALL . WALL REINFORCING, SEE FOR SIZE AND SPACING. ) ING DOWELS TO MATCH ICAL REINFORCING. PROVIDE IA. BAR LAP SPLICE. DD'L WIDE 6x6-WI.4xWI.4 W.WF. (PLACED 1" FROM TOP OF SLAB) 31-011 71v— - 9 u LL - N � U `^ 311 L SEE PLAN FOR SLAB GRADE THICKNESS AND REINFORCING (TYP.) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS SEE FTG SCHEDULE FOR SIZE AND REINF. 25" (MIN.) LAP THICKENED SLAB/FOOTING INTER5ECTION5 BEAMS, WALLS AND FTG'S. 14 SCALE KTs 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-WI.4xWI.4 W.WR (PLACED I" FROM TOP OF SLAB) Y-011 SCALE NTS gm MASONRY WALL (BEYOND) SEE PLAN (TYP.) 3-1/2"A? RECESS 3-011 U_ :--r—L 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS E FTG SCHE R SIZE AND THICKENED SLAB/FOOTING '- SEE PLAN FOR SLAB GRADE, THICKNESS AND REINFORCING (TYP.) 6 MIL. VAPOR BARRIER SEE ARCH. DRAWINGS tEE FTG SGHEDUL CR SIZE AND REAK THICKENED SLAB/FOOLING SHWR RECESS IV SCALE KTS ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TA ne eEsr of m layau.Eoc�, rue eulLoluu oEe10u wLaa ouo erseslurwue �'>R.Y w1T1 pa1lDMri BnalcTuw.L eEewu coee. rue elawuo am BeaLlub aF ng pLPN6 <� @�PEGFIUTIONB .MO= aHLT r , [ dIRD A 91R1 A 6. Cq'11YNFTRB PA£CIED OT WMD, LIVE NID GRAVITY LCADB. 10244 East Colonial Drive, Suite 202 Orlghdo, Florida 32817 - 407-677-5565 Fox 407-730-2999 Certificate of Authorization No. 25873 A R C H I T E C T S Design Grou 1nc. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFrING 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 0 RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER STATE OF FI ORIDA MASCIE, P.E. O 51iepj PR T DA E: 10/2 /15 s ALE: AS NOTED SHEET NO: S5.0 1211 SLOT A R C H IT E C T S d dO Z dJ 1 40 O .4 i.l. I. Via, rI II Ids II:P I::j` LI• z10 1J4'. 1r1. 2 I I.. . r!c PRE-ENGINEERED WOOD ROOF TRUSSES AT 24"O.C. (MAX.) TYP. � SEE R001=1 j0LAN 1 ° CMU LINTEL SEE Ij.` 14, J I LIFT BEAM PLAN I • I'I I:;I;;I l I PI OPEN JA ADDITIONAL "5 EA SIDE OPENINGS SEE PLAN (TYP.) 41 l;l:a 4• { I I`a I1' I 05 f ROUT SOLID 1`< 1 f I L 1=1 I I'It•i L' 11f� i f': I — ---- — —1 ----- — I.1 .1 ----IT — I I _J WALL FOOTING: WF-(5EE PLAN) SEE PLAN AND SECTIONS FOR SIZE AND REINFORCING. (TYP.) 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'-811. GROUT TO CONFORM TO ASTM 0416. MAXIMUM AGGREGATE SIZE = 3/811. SLUMP = 8" TO II" 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. TYPICAL HIGH LIFT GROUTING SECTION 8 scaF: KTS. SEE ROOF PLAN FOR CONNECTOR IN 7 -FT/BOND RM - r I d -<_ O 14� 1 rI 1 .1<I COORD. W/ARCHT. l B/"U" LINTEL f `��I TYPICAL CMU BEARING WALL ELEVATION SCALE KTA 'All 7 f' J 1-' L I SEE PLAN `" " j'' OILT/SLAB `I' 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 SHEARWALL5. ,, 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'-011 I9-I6d OVER 20' 2'-8" 10-I6d OVER 10' 1'-411 6-I6d LESS THAN 10' 1'-411 4-I6d 9 TYPICAL TOP PLATE SPLICE SCALE KTS. PI11 M1.1 1—NI/I�V vtitir_ wi Ili ✓ BAR CONT. FROM BEAM TO FTG. W/ 12" HOOK MIN. TYP. STEP DOWN BLOCK BEAM REINF. SCALE KTA 2x4 BLOCKING BETWEEN TRUSSES 24" O/C. TOENAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS AND SECURED TO BEAM \W/ USP HGAMIO TO BRACE TOP OF WALL TOP CHORD OF WOOD TRUSS BTM. CHORD OF WOOD TRUSS Ix4 BTM. CHORD (�qDS EXT. CMU BRACING, SEE PLAN WALL FOR LOCATION. cA a 31/4" POURED SILL TOP OF WALL BRACING SCALE KT.S. MINIMUM WALL AND HEADER STUD REQUIREMENTS UPLIFT CONNECTION REQUIREMENT AT POINTS 'A'(TOP AND BOTTOM OF MAXIMUM HEADER SPAN(FEET) 3 6 9 12 1 15 18 HEADER STUDS. UPLIFT CONNECTION IS REQUIRED AT EACH END OF HEADER NUMBER OF HEADER STUDS AND AT BOTTOM OF HEADER STUDS IN SUPPORTING END OF HEADER I I z 2 2 2 ADDITION TO CONNECTORS AT WALL 5TUD5 UNSUPPORTED WALL HEIGHT STUD SPACING NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1211 2 2 3 3 3 3 10' OR LESS 16" 2 2 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 2411 1 2 2 2 3 3 *THE HEADER STUD SHALL NOT BE REQUIRED IF THE HEADER 15 SUPPORTED BY A SUITABLE FRAMING ANCHOR HEADER STUD SCHEDULE 10 SCALE KTA a , d • � `tea REFER TO ARCH. FOR ARCH PROF d Q. ° a ..1 t a 1 1 ° 1 41 1 al 1 a 1 E Q 4 i ,a y CREATE APPROX. 44 HOLE IN FACE OF MASONRY TO ALLOW GROUT TO FLOW THROUGH ARCH FRAMING SCALE: KT.B. MOM In's 6" DIA. STEEL PIPE w/ 1/2" x 9" x 13" BASE PL. ANCHOR TO SLAB w/ (4) 3/4"x4" EPDXY BOLTS. COMPACTED SUBGRADE TOESCREW (2) 1/4" DIA. TAPCONS W/ MIN. 6" EMBEDMENT INTO FILLED CELL EA. SIDE OF JOIST P.T. WOOD PLATE TO CMU WALL W/ (2) a' DIA. TAPCONS 9 8" O.C. W/ MIN. 3-1/2" EMBEDMENT INTO FILLED CELL ou4wom1111a SCALE KTA (U 05 CONT. USP L551426 W/ (4) 1/4" DIA. x 3" TAPCONS TO CMU WALL — 3Xfo RAFTER- SEE ARCH DWG5 FOR END DETAIL —46 NO. 2 CYPRESS JOIST ROOF SHEATHING PER SLOT RAFTER TO WOOD BEAM W/ USP RT1A (TYP.) 48 CYPRESS WOOD BEAM TO WOOD JOIST W/ (2) 1/2" PIA. LAG SCREWS W/ 4" EMBEDMENT (TYP.) )[A. LAG SCREWS 15EDMENT (TYP.) RADIUSED 6 WOOD BRACKET 5 AND DIMENSIONS .CH (2) 5/8" PIA. EPDXY BOLT W/ 6" EMBEDMENT (TYP.) ,H SHED ROOF FRAMING DETAIL SCALE KTA ASE ENGINEERING SERVICES, INC. 10244 East Colonial Drive, Suite 202 Ortondo, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 Desn Grou Inc. 1 N. RONALD REAGAN BL 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 ilk l,II, moo RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT#, 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS ENGINEER STATE OF FLORIDA P.E. DAl�El 10/2:1/15 1 SC/AT-E: AS NOTED 1 SfIEET NO; S5� 02 A R C H I T E C T S 2a ALLOWABLE UPLIFT = 6110 LBS (2 BOLTS IN TOP HOLES) 3a ALLOWABLE UPLIFT = 1380 LBS N STRAP) la ALLOWABLE UPLIFT = 2125 LBS (1 STRAP) 2b ALLOWABLE UPLIFT = 12340 (4 BOLTS) 3b ALLOWABLE UPLIFT 2160 LBS (2 STRAPS) lb ALLOWABLE UPLIFT = 3500 LBS (2 STRAPS) I IS/32" CDX PLYWOOD SHEATHING WITH 8d I or 2 USP PLPTA15 TRUSS 19/32" CDX PLYWOOD SHEATHING WITH Sd I or 2 USP RT16A TRUSS ANCHOR I or 2 USP HLPTAiS TRUSS RING SHANK NAILS m 6" O/C. FIELD, EDGES AND ANCHOR WITH (IS) 10d x I " RING SHANK NAILS m 6" O/C. FIELD, EDGES AND WITH 10d x 1"" HDG NAILS TO TRUSS 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) NAILS TO TRUSS. PROVIDE 411 O/C DIAPHRAGM BOUNDARIES (FASCIA) AND IDd x 3" HDG NAILS TO TOP PLATE. ANCHOR WITH (18) 10d x q1I 5" MINIMUM CONCRETE FIRST ONE APPLIED TO INSIDE FACE OF WALL. NAILS TO TRUSS. PROVIDE ENGINEERED WOOD TRUSSES EMBEDMENT. ENGINEERED WOOD TRUSSES IN ADDITION, ADD (4) 16d TOE -NAILS, 5" MINIMUM CONCRETE g 24" O/C, SUBMIT SHOP t1 24" O/C, SUBMIT SHOP EMBEDMENT. DRAWINGS FOR REVIEW DRAWINGS FOR REVIEW 2 EACH SIDE OF TRUSS. AND APPROVAL AND APPROVAL USP USC43 STEEL CONNECTOR (USP RFUS TO BOTTOM CHORD FOR TRUSSES LEVEL RETURN ER ARCH LEVEL RETURN ER ARCH W/ HEEL) WITH J" 0 HILITI KWIK III BOLTS LEVEL RETURN ER FOR 'B' ELEV. MASONRY BOND REAM FOR 'B' ELEV. W/ 5" CONCRETE EMBEDMENT MIN. AND FOR 'B' ELEV. SEE SCHEDULE (8) 16d COMMON NAILS MASONRY BOND BEAM WALL SHEATHING - SEE SCHEDULE PER 51.01 IF 4 BOLTS ARE USED 2x4, 2x6 or 2x8 - ENSURE THAT CELLS ARE GROUTED STUDS 6 1611 O/C SOLID, 8" EACH SIDE OF BOLTS 1a 1b TYPICAL TRU00 CONNECTORS) SCALE it USP HLPTA15 2x4 AT 24" O.C.- RAKED CONC.— BEAM SEE PLAN NAIL SHEATHING 4" O.C. WALL MEMBERS AND BLOCKING W/ 10d NAIL •w• 2a)2b TYPICAL ROOF GIRDER CONNECTORS) WXE. H.T.S. 2x4 BLOCKING AT SEAMS USP Rt3A ON EDGE OF FLAT AT GABLE ENDS 2x4 AT 24" O.C. 10d NAILS UNO SECURE B OCKING TO TRUSS W/ AT 4" O.C. (3) 1(od TOE NAILS EA ENE) USP 5FT24 6 16" O.C. P.T. 2x4 CONT. �— IX4 BTM CHORD BRACING FASTEN TO WALL WITH AS SHOWN ON PLAN SECURED W/ "x3" TAPCON A 12" O.G. (2) ICd NAILS EA INTERSECTION OVERHANG MASONRY GABLE SCALE KTR 6'-0" MAX SEE PLAN FOR LOCATION w NAIL SHEATHING 4" O.C. WALL MEMBERS AND BLOCKING W/ 10d NAIL 2x4 BLOCKING AT SEAMS ON ED 4E OF FLAT AT GABLE ENDS ICd NAILS UNO SECURE B OCKING TO TRUSS W/ AT 4" O.C. (3)10 TOE NAILS EA END 2x4 CONT. FASTEN TO WALL WITH (2) 12d NAILS 16" O.C. 2x4 STUD AT 1611 O.G. IX4 BTM CHORD BRACING AS SHOWN ON PLAN SECURED 'Ul (2) IDd NAILS EA INTERSECTION OVERHANG FRAMING GABLE V SCALE N.Tl Ix4 BTM. CHORD BRACING 12" O/C MAX., SECURED W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, TYP. Ix4 DIAGONAL BRACING, SEE FOR LOCATION TRUSS BRACING DETAIL CHORD 618" CDX PLYWOOD SHEATHING WITH 8d rRING SHANK NAILS a b" 0/C. FIELD, EDGES AND 4" O/C DIAPHRAGM BOUNDARIES (FASCIA) ENGINEERED WOOD TRUSSES 9 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL ARCH •°• RTI&A - FRONT VIEW 2x BLOCKING AT ALL PLYWOOD SEAMS 3a 3b TYPICAL TRUSS CONNECTORS) SCALE N.T.S. Sa ALLOWABLE UPLIFT = 1380 L55 (I STRAP) 8b ALLOWABLE UPLIFT = 2160 LBS (2 STRAPS) BTM. CHORD OF WOOD ROOF TRUSSES I or 2 USP Rt16A TRUSS ANCHOR WITH IDd x 11" HDG NAILS TO TRUSS AND IDd x 3" HDG NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. 2x4, 2x6 or 2x8 SCUDS 6 I6" O, . TYPICAL TRUSS ja)` 8bI WALE: KTR RAKED GONG. E3EAM. SEE PLAN 4 SCHEDULE ENGINEERED WOOD TRUSSES 6 2411 O/G, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL RT16A - FRONT VIEW :ING AT ALL USP HD26 lL SEAMS 3/I(o"x3" TAP( TO CMU l CONNECTORS) y_ 1211 C5, ot'I id Z--ji - � 1. ... . . .. , . . , . T REFER TO ARCHITECTURAL DWG'S FOR ARCH PROFILE ° ° •, d • 1 a"e�'Q- n ° 1 ` el CREATE APPROX. 44 HOLE IN FACE OF MASONRY TO ALLOW - GROUT TO FLOW THROUGH ARCH FRAMING SCALE N.T.S. 2X4 P.T. SECURED TO MASONRY W/ 1/4"0 X 3" TAPCONS tT 1611 O.C. IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD X. TRUSS (TYP) 6 24" O.C. MAX 9 GABLE END BRACING SCALE KTR SECTION 10 SCALE KTS USP HLPTA15 (TYP) GONG. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORGING 36" O.G. MAX 9 TRUSS BTM. CHORD, SECURE W/ (3) 10d NAILS 9 EA. TRUSS CHORD ;ONNECTOR (U #4x19" PLUS 10" ER PLAN HOOK AT EACH_X FILLED CELL 1'-4" BOND BEAM PER PLAN 111 LOPE CURB 'A +12'-4" AFF. AgK +12'-0" AFF. ALL 3 SIDES POURED -�Of�9F - � ; i . • � ,. EYEBROW I:, 77A BOND BEAM POURED CONCRETE PER PLAN EYEBROW W/ (4) 04 BARS CONT. MID -DEPTH SECTION SCALE KTS ASE ENGINEERING SERVICES, INC. STRUCTURAL DESIGN GROUP TO THE DEBT CF MT IQIOW.EDC£, THE d11LDMG DEB°N FLAYB .4N0 BPECWIGATICNB COHRY W1H palLDflri 81FNDtaR1L DEBIaN CODE THE BKNNG PtD BEKR1fi OF THE RPNB NID BpECIflUTIQJB AR£ ONLY FOR THE BaILDRYe'B 8T21Dn1RP1 OpWOPffNfB RFEOIED eY wIHD, uva xm oRnvltt �o°DB. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 /DesVinc. Groui 1 N. RONALD REAGAN BL 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 1 RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING-. RIGHT PAGE: SECTIONS AND DETAILS ENGINEER STATE OF FLORIDA P.E. E: D N L� 1`6 2 15 S6ALE: AS NOTED HEET NO: S5� 03 SEE ROOF PLAN FOR CONNECTOR INFC LISP 6PT24 g 16" O.0 2x6 KNEE WALL (2x6 6 1611 O.C., (2) 1/4" LAG x 5' LONG EACH TRUS: USP SPT2,e SECTION 1 scal.E NT,S. 2x HEADER SEE PLAN FOR SIZE AND QUANTITY z PROVIDE Ix WOOD or ,16" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROW5, II O/C N SHORT 2x STUDS 5ETWEEN HEADER ABOVE AND FRAMING DIRECTLY A50VE WINDOW. SHORT 2x STUDS BENEATH WINDOW SILL SEE ROOF PL FOR CONNEC- USP 6 1(o" ROOF 4N FOR NNECTOR 5ONRY ND SEAM R PLAN )NRY SEAM PLAN SECTION 2 Sc K1 SEE ROOF PLC FOR CONNECT " O.C. LAG NG RUBS USP 51 6 1611 616"I PREMANUF. TRUSSES SECTION 3 sca.E: N.T.S. (3) 2x12 HEADER PROVIDE --DSk-TOPfk#E--------------------III PtyWOOD_IkLwstS ` ~CONT, NAIL ALL TOGETHER W/ 16d COMMON 2x� BLOCKING FOR SHUTTER INSTALLATION. NAILS, 2-ROW5, 6" O/C N PROVIDE Y2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6 O/C (U 2x6 FLAT TOE NAILED TO JACK STUD —2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 611 O/C — 24 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE Y" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROW5, foil O/C SINGLE STM. PT PLATE SECTION A —A, SILL AND HEADER FRAMING SCALE: N.T.S. LAr TOF FLATE A rnrv. Or pro HIVV IV1411_ VERIFY HEIGHT OF WALL W/ 16d COMMON NAILS, 2-ROWS, 411 O/C W/ PLAN STM. LAP TO OCCUR OVER STUD %4" 0 X 8" MIN. EXPANSION BOLT W/ 36 OVERSIZED WASHERS PLACED 16" O/C4" MIN, GONG. EMBED 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, E.E. 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE Ix WOOD FILLER(S). NAIL ALL TOGHETHER W/ 16d COMMON USP RT16A NAILS, 2-ROW6, 611 O/C STM. MEMBER OF TOP PLATE SPLICE MUST OCCUR OVER STUD. USP LSTAI8 W/ 10d x 3" GALV. COMMON NAILS, (1) EACH END TOTAL OF 14 NAILS. APPLIED TO INSIDE FACE ONLY. v N T TYPICAL INTERIOR OR v SCALE HLTS to O.G. 4" LAG LONG 2x4 ?x4 9 24" O.G. W/ 5IMPSON 5UH24 -_ACH END PREMANUF. TRUSSES DDL. TOP PLATE CONT. C 0 e N 2x STUDS 9 16" O/C On I/4"x4" LAG SCREW a 8" O.C. T' 55 PROFILE ER ARCH. EE ROOF PLAN �R CONN. INFO USP 5PT24 g 16" O.C. 2x4 m 16" O.G. USP 5PT22 9 16" O.C. �.T. PER TRUSS MFG. 4 SECTION 9CALB N.TS - ----d-- - - - - -- N 4'-0" MIN. TOP PLATE SPLICE -71 AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C 2x6 PT BLOCKING TIGHT 5ETWEEN TRUSSE SECURE TO ADJACENT TRUSSES W (2) 111 GALV. COMMON NAIL TOE -NAILED, EACH END. NAIL BLOCKING T TOP PLATE W/ (3) 111 COMMON NAILS. A'] 2x6 FLAT E NAILED TO NOTES: I. ALLOWABLE UPLIFT SHALL NOT EXCEED 1225 L55 2. THIS REPAIR IS LIMITED TO NO MORE THAN TWO (2) DISPLAGED EMBEDDED ANCHORS IN A ROW USP HTWMI6 W/ (4)-1/411 X 2-1/4" TAPCONS TO 5OND SEAM v r MASONRY WALL W/ 16" POURED CONC. CONT. 5OND SEAM Ell TYPICAL ROOF TRUSS DRILL 6" INTO EXIST. FTG; VERT., 30" LAP REQ'D. TYP. TRUSS ANCHORAGE— RETROFIT SCALES N.T.S. TING FTG EPDXY 4 DRIVE 44 4 SEND MISSING DOWEL DETAIL SCALE N.TA RAKED CONIC. 5EAM. PER PLAN CONC. LINTEL PER PLAN�� PT 2x6 DUCKS EA. SIDE W OF OPENING W/ J"x3-1/2" TAPCON m 8" O.C. (5) 2x STUDS IN GORIER. NAIL THE (3) COMER STUDS 2x6 STUDS 16" O.G. TOENAIL TOGETHER W/ 16d COMMON NAILS, 3" O/G TO BUCK g TOP AND BOTTOM W/ (3) 10d NAILS AND COVER W/ 1/2 SHEATHING NAILED PER 51.01 (4) 2x STUDS IN CORNER GROUT SOLID 50TT0M NAIL THE (3) CORNER STUDS COURSE OF OPENING TOGETHER W/ 16d COMMON NAILS, 3" O/C SECTION 9 SCALE KTS. USP 6PTH4 OR USP 5PTH6 TOP 4 STM. STUD PLATE TIES W/ 10d x V GALV. COMMON NAILS FILL EVERY HOLE. DO NOT USE 31 1 LONG NAILS! /\ / I STRAPS F JUST NOT SEE OPP HEADER (2) FULL HF 2x STUDS f QUIRED OWN FOR ITE SIDE R 5TRAFIe GHT LARITY THIS I , f %4" 0 X 8" MIN. EXPANSION 50LT� V � Y W/ 3x3 OVERSIZED WASHERS Y . PLACED 32" O/C, 6" MIN. CONC. EMBED EXTERIOR WOOD FRAME BEARING (2) JACK 2x STUDS UNDER HEADER 32" MAX. C-C SPACING WALL CONSTRUCTION DETAILS LAP TOP PLATES AT CORNER, TYPICAL SECURE FLOOR TRUSS TO TOP PLATE W/ (4) 16d COMMON NAILS, 2 EACH SIDE. 2x W/ (2) 12d NAILS tv EA. END FOR SHEATHING ATTACHMENT — (2) 2x MEMBERS NAILED W/ (2) 12d TOE NAILS TOP AND 50TT0M PRE-ENGINEERED TRUSSES /—METAI6 P.T. 2X's ON MASONRY m mm � u m�i.a� � mmm .L� a S • 11�. 1 2x MID NON -LOAD BEARING AND ANY PLYWOOD SEAMS W/(2)111T0E-NAILS,E.E. WOOD FRAMED ARCH OPENING BETWEEN MASONRY 8 DETAIL SCALE KTS. METAI6 8" CMU ASE ENGINEERING SERVICES, INC. _ STRUCTURAL DESIGN GROUP TG THE DEOT 6I �, THE Wit.0 G De IGN PLh`M AVD ePE n_ TIO"e COTALT WITH WII BTRlOTIIRAL DE616W CODE. THE 91GNM0 MID SEA m O NEE F'LPHe A4D BPEC6ICATI0N9 AF£ ONLT FOR THE EIIILDRG'9 eTpICIIIRPl CQ'MQ'HIJI'9 l�REGrED DY Y.iHD. LIVE MID GRAVITY l O s. 10244 East Colonial Drive, Suite 202 Orlando, Florida 32817 — 407-677-5565 Fax 407-730-2999 Certificate of Authorization No. 25873 A R C H IT E C T S Design Grouipinc. 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT{ 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: SECTIONS AND DETAILS LI ENCMNEER (STATE OF FLORIDA XIE, P.E. P IN IL/ D TE: 10 3/15 GALE: AS NOTED HEET NO: 55.04 l /n G'EXCEPTIONS NOTEL �C] SUBMIT SPECIFIED ITE%r; ,-:] REVISE & RESUBMIT necking Is only for general conformance with design concept of orolect'nd Teneral L",'�n4� nce with Contract Documents. Contractor p:1s1h. - I� ,, I ip�,,�g and correcting dimensions ,t lob -ite, s a . InNr n .nl 1 III :h par" l is "j fsbr r,;;tion or..cesses o; cons king ' it 1 Iu, ca: mn'.tiilmrl rol'k of all t,ades Checking ui �i dt .l rWtIlsve the contractor of Iespdnsibillty to aavuimn '.:n red Ilrenibuts of Contract Documents 'nor for errors oI missions m shop )r wungg. hl $Y__Sd�.11Q bate �I gDVANCED STR'UCT'URAI- ENGINEERING fl. INC. HATCH LEGEND TOB @10'8" j TOB @ 12' 8" I�\\ TOB @ 17411 RAKED WALL L Manuel Martinez Digitally signed by Manuel Martii DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Mar Martinez, 0.9.2342.19200300.100.1.1=A01 C 000,ggQd1r�B gfPFE960000211 F ,Q�A%V t 44a 27:25-05-00' 7f OuDt )t 0000014b6a5cd1 c&S9 ici036 AREA CALC FLOOR 0 ez ROOF 6898.28 nz FASCIA 365.121E HIP LINE 222.12 ,, VALLEY LINE. 128.98 N ' SHEETING AREA UNDER VALLEY TRUSSES AND WASTE MATERIAL NOT INCLUDED " OLDR TO VERIFY CALCUTATIONS NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DETAILS REFER TO BCSI-03 AND/OR ENGINEER OF RECORD 91 re REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING <A; JUS24 i (H THD46 JUS26 THD26 J O MSH422 MUS26 c> �D;> THD28 0 - - - O THD26-2- THD28-2 C_ - - - 0 0 -.... JUS46 0° .......... ........... - LOADING ROOF FLOOR WIND LOAD LIVE LOAD 20 0 ASCE 7-10 a 0 0 r - DEAD LOAD 15 0 170 MPH EXP C 00 LIVE LOAD :10* 0 CATEGORY II to DEAD LOAD 10 0 ENCLOSED TOTAL LOAD 45 0 FSC - 2014 DURATION FACTOR 1.25 0 j TPA - 2007 I REV DATE BY REMARKS It is understood that above - conditions have been reviewed APPROVED & are acceptable for the �� APPROVED A5 NOTED fabrication at trusses, elevations, pitches, overhangs, REVISE AND RESUBMIT fascias,ceiling v .0 y -J REJECTED conditions & all detail pertaining to this truss placement plan. No back charges will be accepted - without previous written DATE approval from an A-1 Roof Trusses representative. REVIEWED BY CUSTOMERc ,4APACIFIC JOB NAME; LOT 36 OPTIONS IOPTMBRSITTINGAREA DATE 112/23/20 � I i I I m 1rill 1 AdA#- A-1 ROOF �.TRUSSES /_� [i7 71 7eTiI*I II iM7 TA11i[MI11!I Ph 772-409-1010 / Fax 772-409-1015 http.-Ilwww.aItruss.com ROOF PLAN ELEVATION 'S C 79 SCALE: 1/0" = 1'-0" ROOF VENTILATION CALCULATION PER FBC R 806 \ Q VENT NTILATIO ; 4894 = 3 S.F. 150 .105 SF1LF. 98 L.F. 31.29 SF. GENERAL E: 3" CONT OUS SOFFIT VENT PRO ES .105 S.F. OF vENTILAT fmVeLINEAR FOOT Z� VENESTONE R OR 5RICK i 4" I<< 38.8/-42:0 12 STONE VENEER 6 4 4 12 — 44— `\ — m i misimi mimimis HID EN zz 38.8/-42.m HI7�/ 38.8/-42.0 34.8/-38.1 T„ 34.6/-3"1.9 FRONT ELEVATION SCALE: 1/4" = I'-0" TILE ROOF ILL —All L LLIM I I 14 ® � I I I O REAR�ELEV 33.5/-36.8 34.8/-38.1 34.8/-38.1 33.5/-36.8 D2 � HIDDEN RIDDEN ELEVATION 10 DOOURTY FEN IN D 34.8/-38.1 6 c� 112 4 9LDGc. HGT. EL. 18'-4" Y LUINDOLU HST. Y ENTRY BOND BEAM / TOP PLATE FLAT STONE VENEER OR BRICK _ J EL IO'-8" TOP OF 9OND DEAN 2" v� tt —sei riiN. FLR. SLAB 32.3/-39.0 EL. -0'-S" FIN. GRADE I iiESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO.. COMPLY WITH ALL APPLICABLE CODES, ST. LU;— PLANSCOUNTY AIJIi.nrtiC i1 ION REVIEFOR C REVIEBY DATE AND PERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. FL Ii I 34.3/-43.0 SCANN � BY St. Lucie County EL. 12'-8" TOP OF COVERED LANAI 5OND SEAM EL. II' -4" UNDW. LIGT. EL. lm'-8" TOP OF BOND BEAM UJINDOW HC:T. +1" RAISED rSTUCCO 5ANDINCs h EL. 0'-0" FIN. FLR. SLAB FIN. GRADE /' Design Grouipinc 1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DRAFTING BY: A.B. DESIGN GROUP DRAFTING INC. 1191 EAST NEWPORT CENTER DRIVE, SUITE 207 DEERFIELD BEACH, FL 33442 (954)482-0957 OFFICE 954 708-2468 FAX r � SUIBDIV. & LOT: RIVERBEND LOT #36 170 MPH EXPOSURE "C" PROJECT# 03303.036 MODEL: XO RKS HIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: ELEV. 7 l c) 9 FRONT & REAR ARCHITECT: STATE OF FLORIDA ©C% 09/10/15 ATE: Ar t _ I SCALE: AS NOTED Y SKEET NO: A.2� 2X4:® 2X4:® SECURE: TO BLOCK W/ 3/fb" 2X4 SECURE TO BLOCK W/Y4" TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ 5N." TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I Ya��) NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Ya°) MIN. HEAD SIZE .300 all CMU WITHIN 8' OF EACH END 4 NOTE- STRUCTURAL 2X MIN. EMBEDMENT 1 Y4") " Or- EACH DRYWALL 18' O.G. MAX SPACING. WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X aITO.C. MAX SPACING. MUST BE ON OUTSIDE 4 MUST BE ON OUTSIDE 4 18 O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 1"X4" OR 1"X2" P.T. NAILER 2X6:® SECURED THROUGH! SECURED THROUGH 2X6:® NON-STRUCTURALr�l3{b" x4 P.T. OR 5/4"X4" MIN. SECURE TO BLOCK W/2-34{ NON-STRUCTURAL 3ilb" 2X6cEm 3 „NON-STRUCTURAL sib" SECURE TO BLOCK W/1-1/4" TAPCON MIN. 1-Y4" ❑ SECURE THRU FRAME 4 TAFCON5 SHANK OR DRIVE PIN TAPCON MIN. 1-Y4" SECURE TO BLOCK W/2- Sb TAPCON MIN. 1-Y4" TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK. EXTEND 1-Y4" INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPGONS OR DRIVE PIN EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE .145 W/ 3(b" TAPCONS OR DRIVE MIN. HEAD SIZE 300 g" CMU (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 „ MIN. HEAD SIZE 300 A „ 8 CMU PIN MIN. EMBEDMENT I Ya") y�° DRYWALL S CMU (MIN. SHANK SIZE .145 WITHIN 8" OF EACH END 4 MIN. EMBEDMENT I Y4") WITH NM8" OF EAGHYEND 4 �%�' DRYWALL I"X4" OR 1"X2" P.T. NAILER Y2 DRYWALL IS' O.C. MAX SPACING. WITHIN 8" OF EACH END 4 � MIN.. HEAD SIZE .300 I"X4" OR 1"X2" F.T. NAILER 18" O.C. MAX SPACING;. MIN. EMBEDMENT 1-Y4" IS" O.C. MAX SPACING. b" O.S.B. X 4" MIN. 2X8:® ❑ ❑ 2X8:® � WITHIN V OF EACH END 4 SECURE TO BLOCK W/2-3/fb" fib" O.S.B. X 4'MIN. 2X8:® 3 SECURE TO BLOCK W/1-1/4" 1"X4." OR 1"X2" P.T. NAILER 18" O.C. MAX SPACING TAPCONS OR DRIVE PIN SECURE TO BLOCK W/2- . TAPCON5 OR DRIVE PIN POOR CASING TAPCONS OR DRIVE PIN (MIN, SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING DOOR CASING MIN, HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4") 4 DOOR JAMB OR WINDOW MIN. HEAD SIZE .300 ATTACH TO 2X PER WITHIN S' OF EACH END 4 ATTACH TO 2X PER MIN. EMBEDMENT I Y4") DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW MANUFACTURER'S DETAILS. WITHIN 8" OF EACH END 4 ATTACH TO 2X PER WITHIN S OF EACH END 4 ATTACH TO 2X PER MANUFACTURER'S DETAILS. IS' O.C. MAX SPACING. IS" O.G. MAX SPACING. MANUFACTURER'S DETAILS. IS' O.G. MAX SPACING. MANUFACTURER'S DETAILS, NOTES: NOTES: NOTES: NOTES: • SHIM AS NEEDED 70 PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO 0 SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4") NOT EXCEED Y4") NOT EXCEED 4") NOT WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR CONCNOT EXCEED Y4") WHEN IN � ALL WOOD NEEDS TO BE P.T. WHEN IN . ALL WOOD NEEDS TO BE P.T: WHEN IN ALL WOOD NEEDS Tq BE P.T. W CONTACT WITH CMU WALL OR CONC. SLAB §LAB CONTACT WITH CMU WALL Ok CONIC. SLAB CONTACT WITH CMU 4ALL OR CONC. SLAB DOOR JAMB TO BLOCK +3 4 OR +5 4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK $3 DOOR JAMB TO BLO,@K +3-7/16" / / WINDOW TO BLOCK +1-15 16 WINDOW TO BLOCK +3 G WINDOW TO BLOCK +3-7/16" A WINDOW TO BLOCK +3 4 OR +5 4 C SCALE: 3/8"=I'-0" - E SCALE: 3/8"=1' 0" SCALE: " 2X4cm 2X4:® 2X4:® 2X4:® SECURE TO BLOCK W/ 3Y6' SECURE TO BLOCK W/Y4" SECURE TO BLOCK W/ 3N." SECURE TO BLOCK W/ 3Y6" TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 (MIN. SHANK SIZE MIN. HEAD SIZE .300 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 Y4") MIN. HEAD SIZE .3000 MIN. EMBEDMENT 1 Ya°) MIN. EMBEDMENT 1 Y4") WITHIN 8" OF EACH END 4 NOTE: STRUCTURAL 2X MIN. EMBEDMENT 1 Y4") WITHIN 8' OF EACH ENE) 4 WITHIN S" OF EACH END 4 NOTE: STRUCTURAL 2X 18" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 WITHIN 8" OF EACH END 4 MUST BEEOON NOTE: U OUTSIDE 2X N DE 4 18" O.G. MAX SPACING. IS" O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X&:® SECURED THROUGH IV O.C. MAX SPACING. !! SECURED THROUGH ' SECURED THROUGH SECURE TO BLOCK W/2-%," NON-STRUCTURAL 3i16" 2X6:® ! SEC:® SEC:® TAPCONS OR DRIVE PIN SECURE TO BLOCK W/I-114" NON-STRUCTURAL 316 SECURE 70 BLOCK W/2-3?"f6" SECURE TO BLOCK W/2-3/ib" NON-STRUCTURAL 3/6" TAPCON MIN.. 1-Ya TAPCON MIN. I-Ya" (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. TAPCONS OR DRIVE PIN 7APGONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPGON MIN. 1-Ya° MIN. HEAP SIZE 300 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. EMBEDMENT I Y4") MIN. HEAD SIZE .300 WITHIN 8" OF EACH END 4 8" CMU MIN. EMBEDMENT 1 Y4") 8" CMU MIN, HEAD SIZE 300 MIN. HEAD SIZE .300) 8 CMU IS" O.C. MAX SPACING. Y2' DRYWALL WITHIN 8" OF EACH END 4 MIN. EMBEDMENT I Ya) MIN. EMBEDMENT I Y4 WITHIN 8" OF EACH END 4 8' CMU WITHIN 8' OF EACH END 4 ❑ 1"X4" OR 1"X2" P.T. NAILER IS" O.G. MAX SPACING. Y' DRYWALL IS O.C. MAX SPACING. 18 O.G. MAX SPACING, Y DRYWALL 2X8:® ❑ I X4 OR I"X2" P.7. NAILER 2X8:� ❑ I'X4" OR 1"X2" P.T. NAILER 2X8� 3! STRUCTURAL M To SECURE TO BLOCK W/1-1/4 DOOR CASING DOOR CASING F.T. NAILER (MIN. SHANK SIDXE 1.145P Nib EMBER �� " P.T. X 4" MIN. " DRYWALL ° ° °s 2ND 2X SECURE SECURE TO BLOCK W/2-3i6" SECURE TO BLOCK W/2-4,b W/C2)12d WITHIN S OF EACH TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN DOOR CASING TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 END 4 C TO 8" O.G. MAX (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Ya") POOR CASING MIN HEAD SIZE .300 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1)0 ATTACH TO 2X PER WITHIN CC gMAX SPACING. 4 4 AT ACHATo 2X PER WINDOW MIN. EMBEDMENT 5" OF EA EN AT ACHATO 2X PER WINDOW MIN. EMBEDMENT I Ya') ATTACH t0 2X PER 8" OF EACH END 4 WITHIN 8" OF EACH END 4 MANUFACTURER 5 DETAILS. WITHIN S OF EACH END 4 MANUFACTURERS DETAILS. MANUFACTURERS DETAILS. 16" O.C. MAX SPACING. MANUFACTURER'S DETAILS. IS" O.C. MAX SPACING. S" O.C. MAX SPACING. NOTES: NOTES: NOTES: NOTES: 9 SHIM AS NEEDED TO PLUMB JAMB (DO SHIM AS NEEDED TO PLUMB JAMB (DO • SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4") • SHIM AS NEEDED 70 PLUMB JAMB (DO _ NOT EXCEED Ya") NOT EXCEED YW) NOT EXCEED Y4") • ALL WOOD NEEDS TO BE P.T. WHEN IN ALL WOOD NEEDS TO BE • ALL WOOD NEEDS TO BE P.T. WHEN IN ALL WOOD NEEDS TO BE P.T. WHEN IN CONTACT WITH CMU WALL OR W CONC. SLAB WHEN IN CONTACT WITH CMU WALL OR CONC. SLAB CONTACT WITH CMU WALL OR GONG. SLAB CONTACT WITH CMU ALLLL OR CONC. SLAB DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +2 1/4" WINDOW TO BLOCK +3 %uZ WINDOW TO BLOCK +3 3/4 B WINDOW TO BLOCK +1-1 2 --- D SCALE: 3/8°=1'-0" _ F SCALE: 3/8"=1'-0° �JSCALE: 3/S°=1'-0" SCALE: 3/S" =1' -0" R-30 RIGID INSULATION ADHERED TO 1/2" TRUSS PLYWOOD. SHEATHING. (3) 12D NAILS e EA. ENI:� 1/2' PLYWOOD BHT. BOAR 2X4 BRACE (TO BE USED ONLY WHERE APPLICABLE PER FBC 2014) J BOX BRACE F O I� CHANDELIER DETAIL IR SEAL GASKET 22" x 30' BRG_HG7 BETWEEN WOOD CASING 47 SEE ELEVATIONS BASE LAYER 5/5" GYP. BOARD, TYP, GOLD BOND TYPE "X" NITS (1) LAYER OF GYP. BOARD WOOD CASING AT SIDE BASE LAYER BASE LAYER 5/8" FACE: LAYER 5/0" EXTERIOR SOFFIT ADHERED TO PLYWD. BHT. ATTACHED W/ 1 1/4"' GOLD BOND TYPE °X" GOLD BOND TYPE "X" BOARD "OR EQUAL" COORDINATE THICKNESS TYPE W OR S S I= EXTERIOR SOFFIT EXTERIOR SOFFIT OUTRIGGERS TO ITH ADJACENT CEILING) DRYWALL SCREWS EL Y, BOARD "OR EQUAL" BOARD "OR EQUAL" BE TWICE THE CIS ELASTOMERIC CAULKING 24" O.G. FACE LAYER 5/5" - ��'�� �� DISTANCE OF „ 2x8 PRE -PRIMED OVERHANG (SEE (3) -STUDS T PRESSURE TREATED) C" DETAIL Ij FACE LAYER GOLD BOND TYPE X STRUCT. DWGS. ATTIC ACCESS 1U E A AJII� �� �I I EXTERIOR SOFFIT SPRUCE FASCIA (SEE LONG TAPCON ANCHORS W/ 1 1/12' ATTACHED W/ 1 7/8 STRUCT. FOR SIZE,FOR SIZE 4 EMBEDMENT -SEE STRUCTURAL PLANS II I tt��I LL�� NT TYPE W ORS BOARD "OR EQUAL" MATERIAL AND ATTACHMENT) SEALANT SEPARATION AT SHEATHING W®�� CONC;, l5LOGK DRYWALL SCREWS m ATTACHMENT) E 12" O.C. LEv. ° AND CONCRETE JUNCTURE W/ 3/4" SUB FLOOR BASE LAYER CAULKING BEAD STUCCO GOLD BOND NOT LESS ATTACHED W/ 1 1/4' PLYWOOD SHEATHING 2X4 NAILER FOR THAN 1/2" TOTAL THICKNESS TYPE W OR S DRAFT STOP OVER FELT MTL. LATH. LAPPED DRYWALL SCREWS e BRG. HST SEE ELEVATIONS METAL LATH PRE-ENG. FLR. TRUSS NOT LESS THAN 1" 4 FAST W/ 3/8" 24" O.G. HEAD GALV. NAILS (2 PER TYPICAL -STUCCO WOOD NOTE: 1/8" 3 O TRUSS MIN.) (SEE ROOF PLAN FACE LAYER COAT STUCCO OVER PAPER BACK O O FOR VENTILATION REQ. 4 ATTACHED 5 1 7/5" - - - - - - GALV. MTL. LATH OVER TYVEK r FIRE DRAFT STOP I GALGSJ r� j� TYPE W L S TYVEK (STUCCO WRAP) ALL PERIMETER _-_------_ ---- L- _ _ _ _ _ - J ���E ATED ®FFI JL DETAIL DRYWALL SCREWS � AND OVERLAPS MUST BE TAPED) RAIN BUSTER 440 SELF -ADHERED ELEVATION ' STUCCO GOLD BOND NOT LESS TAPE OVER ELASTOMERIC CAULKING APPLES TO SOI=FIT fi ROJECTION WITHIN E;' THAN I/2" TOTAL THICKNESS PRE-ENG. FLR. PRE-ENG. FLR. SETBAC< OVER FELT MTL. LATH. LAPPED MEMBRANE FLASHING TO LAP TRUSS N07 LESS THAN 1" 4 FAST W/ 3/8' TRUSS ' HEAD GALV. NAILS (2 PER OVER ADJ, BLOCK MIN 8" 'PER FBCR 2014 R302.1 WHEN APPLICABLE TRUSS MIN.) CSEE ROOF PLAN METAL LATH To LAP OVER 3/4" PLYWOOD 5/a" GOLD BOND SHEATHING IS GLA8511=1E:D AS TYPE X IN FOR VENTILATION REQ. 4 ADJ. BLOCK MIN 16' 2X4 NAILER FOR OR 5/S' DRYWALL ----I ACCORDANCE W/ASTM G1177. PER TABLE 122.620) OF CALLS.) DRAFT STOP DRAFT STOP CHAPTER 7, 2014 FSC (1) LAYER OF %' TYPE X GYPSUM WALLBOARD HAS AN ASSIGNED BURN TIME OF 40 MINUTES. ' THE (2) LAYERS Oh %w DENSGLA55 SPECIFIED IN THIS DETAIL EXCEEDS THE 1-HOUR FIRE RATING REQUIREMENT. 3/4" PLYWOOD _/ I FLASHING AT WOOD TO DRAFT STOP PLAN VIEW ' BLOCK WALL INTERSECTION DRAFT STOP DETAIL NITS NTS (WHERE APPLICABLE) Design Grouirnc. 1441 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 SLJBDIV. & LOT: RIVERBEND ]LOT #36 170 MPHEXPOSURE 'C' PROJECT# 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: DOOR 8c WINDOW ATTACHMENT DETAILS ARCHTTECT:: STATE OF FLORIDA 09/1015 SCALE: AS NOTED SHEET NO: ate' CggMENTITIOUS TILE OVER *SO CEMENTITiOUS TILE OVER 090 FELT TO ROOF SHEATHING ( SEE F€LT TO CONFORM W/ ASTM D 226, SEE ELEVATION TO DETERMINE WHEN CONFORM W/ ASTM D 226, TYPE *1 OR STRUCT. DWGS. FOR PLYWOOD TYPE 01 OR ASTM D 4869, TYPE 41 CANTILEVER TRUSS IS USED. P S SHEATHING, NAIL SPACING AND ROOF SHEATHING ( SEE R-20 SPRAY FOAM INSULATION R-VALUE -ROOF SHEATHING (SEE TYPE). R-20 SPRAY FOAM INSULATION STRUCT. DWGS.W FOR PLYWOOD TO MEET MIN. CODE REQUIREMENT AS STRUGT. DWGS. FOR PLYWOOD R.vALUE TO MEET MIN. CODE I SHEATHING, NAILING SPACING EMBED. SCRAP (SEE STRUCT REQUIREMENT AS SET FORTH IN SHEATHING, NAIL SPACING AND I SET FORTH IN FBG 2014. AND TYPE). FOR TYPE, SIZE, OF NAILS 4 ROOF SHEATHING (SEE STRUGT. TYPE). izl R WI TH DETAILS). F 2014• DWGS, FOR PLYWOOD SHEATHING, Ix2 P.T. ,:, - _ O NAILING SPACING AND TYPE). DISTANCE OF OVERHANG (SEE 1X' T. F -STOP / BAFFLES BETWEEN EACH TRUSS ,, STRUCT. DWGS. FOR SIZE WILL BE INSTALLED AT TIME OF CL BAFFLES BETWEEN EACH TRUSS ATTACHMENT) Ix2 P.T. INSULATION BY THE INSULATION REMOVE EXISTING 1 WILL BE INSTALLED AT TIME OF BLOWN -IN R-30 2x8 PRE -PRIMED SPRUCE 2x8 PRE -PRIMED SPRUCE CONTRACTOR. INSULATION. INSULATION BY THE INSULATION FASCIA (SEE STRUCT. FOR SIZE, SEE SEE FASCIA (SEE STRUCT. FOR SIZE, CONTRACTOR. MATERIAL AND ATTACHMENT) ELEV. PRE-ENG WD. TRUSS 24' O.G. ELEV, MATERIAL AND ATTACHMENT) PRE-ENG WD. TRUSS 24" O.G. MAX. /2' HIGH STRENGTH MAX. � EMBED. STRAP (SEE STRUCT FOR _ RIGID DRYWALL TYPE, SIZE, " OF NAILS 4 DETAILS). STUCCO SOFFIT NOT LESS THAN - 1ST. FLR. ERG. HGt - - STUCCO SOFFIT NOT LESS THAN METAL BIRDSTOP TO 2 F COMPLETELY �' 1/2" TOTAL THICKNESS OVER FELT SEAL EAVE 'AT BARREL IST. FLR BR3. HG PRE-ENG WD. TRUSS 24' O.C. MAX. MTL. LATH. LAPPED NOT LESS 1/2" COAT THICKNESS OVER FELT TILE ONLY" SEE ELEVATIONS` THAN 1" 4 FAST W/ 3/8" HEAD REMOVE EXISTING THAN 1" 4 FAST PW133/6' HEAD PED NOT S GALV. METAL DRIP EDGE / BOND BEAM (SEE GALV. NAILS (2 PER TRUSS MIN.) BSO N- N R-30 — — / STRUGT. DWGS FOR SIZE — — METAL BIRDSTOP TO COMPLETELY PROVIDE CONT. 3 WIDE I — — 11 GALV. NAILS (2 PER TRUSS MIN.) Ix2 P.T. SCREENED VENTS W/ WIRE MESH 6'-0" WDW HD HGT PROVIDE CONT. 3' WIDE SCREENED VENTS W/ WIRE MESH AND REINFJ a SEAL EAVE "AT BARREL TILE ONLY" CORROSION RESISTANT 1/8" MAX CORROSION RESISTANT 1/5" MAX 2x8 PRE -PRIMED SPRGG SEE 8'-0' WDW HD. HG 1 SEE ELEv. OPNG. THROUGHOUT ALL OPNG. THROUGHOUT ALL FASCIA (SEE STRUCT. FOR SIZE, ELEv. .; GALV. METAL DRIP EDGE ELEVATIONS. AS PER FBC RS06. FALSE BOTTOM TRUSS WHERE MATERIAL AND ATTACHMENT) PRECAST LINTEL (SEE (SEE ROOF PLAN FOR APPICABLE ELEVATIONS. AS PER FBG R8(06. Ix2 P.T. (SEE ROOF PLAN FOR STUCCO SOFFIT ON LEVEL TRUSS STRUCT. DWGS. FOR SIZE / VENTILATION REQ. 4 GALGSJ RETURN. NOT LESS THAN 1/2" TOTAL AND REINF.) 1/2 HIGH STRENGTH RIGID DRYWALL VENTILATION REQ. 8 GALGSJ FALSE BOTTOM TRUSS WHERE 2x8 PRE -PRIMED SPRUCE BOND BEAM (SEE STRUCT. IX2 P.T. FIRE -STOP A7 THICKNESS OVER FELT MTL: LATH. FASCIA (SEE STRUCT. FOR SIZE, CLG. 4 AT 8'-0" AFF LAPPED NOT LESS THAN 1" 4 FAST W/ APPICABLE DWGS FOR SIZE AND REINFJ 2x4 Pt NAILER MATERIAL AND ATTACHMENT) 3/8" HEAD GALV. NAILS (2 PER TRUSS IX2 P.T. FIRE -STOP At E R-4.1 FOIL INSULATION AT " 2x4 PT NAILER 8 0 A.F.F. MIND PROVIDE CONT. 3 WIDE STUCCO SOFFIT ON LEVEL TRUSS —R-4.1 FOIL INSULATION PRECAST LINTEL (SEE STRUCT. WINDOW ATTACHMENT AS PER SCREENED VENTS W/ WIRE MESH RETURN. NOT LESS THAN 1/2' TOTAL CORROSION RESISTANT 1/5" MAX OPNG. —WINDOW ATTACHMENT AS THICKNESS OVER FELT MTL. LATH. DWCsS. FOR SITE AND REINFJ MANUFACTURER'S SPECIFICATIONS 2 COATS, �" THICK STUCCO FINISH PER MANUFACTURER'S : t FORMED AND POURED CONCRETE APPLIED DIRECTLY THROUGHOUT ALL ELEVATIONS. AS PER NOT 4 / R LAPPED O LESS THAN I FAST W I a SPECIFICATIONS SILL (SEE STRUCT. DWCsS. FOR REINF) TO MASONRY OR STONE VENEER FEC R806. (SEE ROOF PLAN FOR 3/8" HEAD GALV. NAILS (2 PER TRUSS 2 COATS, �" THICK STUCCO ATTACHED PER MANUF, RECOMMEND. VENTILATION REQ. 4 CALCS,) —8' CMU (SEE STRUCT DWGS. MIN.) PROVIDE CONT. 3" WIDE FINISH APPLIED DIRECTLY Ix2 P.T. FURRING STRIPS 0 24" O.C: FOR VERT. AND HORIZ. REINF.) SCREENED VENTS W/ WIRE MESH TO MASONRY OR STONE VENEER 6" CMU (SEE STRUCT DWGS. —Ix2 P.T. FURRING CORROSION RESISTANT 1/8" MAX OPNG. ATTACHED PER MANUF. RECOMMEND. 1/2" GYP. WL. BD. FOR VERT, AND HORIZ. REINF.) STRIPS a 24" O.G. THROUGHOUT ALL ELEVATIONS. AS PER N d � FORMED AND POURED — 1/2' GYP WL. BD. w FBG R806. (SEE ROOF PLAN FOR w N WOOD EASE N z Q CONCRETE SILL (BEE STRUCT. 8 CMU (BEE STRUCT DWCsS. DWGS. ct FOR REINFJ w N — WOOD EASE I' N w z VENTILATION REQ. 4 GALGSJ FOR VERT. AND HORIZ. REINFJ — L - Ix2 P.T. FURRING STRIPS c0 O 2 COATS, "THICK STUCCO z < — U —Ix2 P.T. FURRING STRIPS - w 2 COAtB, "THICK STUCCO FINISH 0'-0" FIN. FLR. FINISH APPLIED DIRECTLY y ff 0'-0' FIN. FLR . O APPLIED DIRECTLY 0 ` TO MASONRY OR STONE VENEER Q 0 TO MASONRY OR STONE VENEER FINISH GRADE FINISH GRADE ATTACHED PER MANUF. RECOMMEND. ATTACHED PER MANUF. RECOMMEND. p FINISH GRADE MONOLITHIC GONG. FOOTING p o FINISH GRADE J (SEE STRUCT. PLANS FOR p o �� NOTE: PROVIDE TERMITE SIZE AND REINF.) A EELOW SLAB TREATMENT BELOW SLAB BELOW SLAB -- NOTE: PROVIDE TERMITE VAPOR BARRIER TREATMENT BELOW SLAB VAPOR BARRIER I —STORY BLOCK WALL SECTION 'I —STORY FLOCK WALL SECTION SCALE: 3/4"=1'-m° (NO N— ]FIRE RATED) CEMEN71710U5 TILE OVER 4190 R-20 SPRAY ROOF SHEATHING (SEE STRUCT. FELT TO CONFORM W/ ASTM D 226, FOAM INSULATION DLUG5. FOR PLYWOOD SHEATHING, TYPE d*1 OR ASTM D 48(o9, TYPE "I R-VALUE TO NAILING SPAC+NG AND TYPE). STANDARDS MEET MIN. CODE 2x4 INSULATION STOP BETWEEN REQUIREMENT AS EACH TRUSS WITH 1" MIN SPACE IX2 P.T. FIRE -STOP SET FORTH IN FBC 2014. BETWEENINSULATION AND ROOF REMOVE SHEATHING EXISTING EMBED. STRAP (SEE STRUCT FOR FLOWN -IN R-30 TYPE, SIZE, "OF NAILS 4 DETAILS), INS TI 1/2" HIGH STRENGTH PRE-ENG WC). TRUSS 24" O.G. MAX. ti RIGID DRYWALL FLR. ERG. HGT _ CONT. METAL TRACKS, PRE •FAB TRUSS SEE ELEVA711 h I 1A METAL BIRDSTOP TO COMPLETELY TOP 4 BOTTOM, BOND BEAM (SEE STRUCT. SEAL EAVE "AT BARREL TILE ONLY' DWGS FOR SIZE AND REINF.) ' SEE ELEV: STUCCO SOFFIT ON LEVEL TRUSS GALV. METAL DRIP EDGE METAL STUDS ERG. HGT. RETURN. NOT LESS THAN 1/2" TOTAL THICKNESS OVER FELT MTL. LATH. Ix2 P.T. SEE FLOOR LAPPED NOT LESS THAN 1" 4 FAST W/ 2x8 PRE -PRIMED SPRUCE PLAN 3/8" HEAD GALV. NAILS (2 PER TRUSS FASCIA (SEE STRUCT. FOR SIZE, MIN.) PROVIDE CONT. 3" WIDE 1/2" DRYWALL SCREENED VENTS W/ WIRE MESH MATERIAL AND ATTACHMENT) CORROSION RESISTANT 1/8" MAX OPNG. 1/2" HIGH STRENGTH RIGID DRYWALL THROUGHOUT ALL ELEVATIONS. AS PER 3" DIA. PIPE FBC R806. (SEE ROOF PLAN FOR VENTILATION REQ. 4 GALGSJ 1/2" DRYWALL Z> ----------------------------- CANTILEVER TRUSS SECTION SASEEOARp- SCALE: 3/4"=1'-m" (NO K— FIRE RATED) - I X DRYER VENT 0 BOX ALUMINUM FRAME z ; METAL STUDS 24" O.C. W/ FULL SEE WINDOW SECURE FRAME TO FINISH FLOOR SCHEDULE FOR SILL WITH SILICONE LENGTH LAYER OF I/2" TYPE WINDOW TYPE GYPSUM WALLBOARD P.T. WOOD BLOCKING ATTACHED TO EACH SIDE 12" O.G. 0 CONIC. SLAB SOLID SURFACING A U FORMED AND POURED MATERIAL SET IN FULL CONCRETE SILL (SEE EED OF CONSTRUCTION STRUCT. DWGS. FOR \ NOTE: 1/2" DENSHIELD AT ALL ADHESIVE REINF.) 11TUBS AND SHOWERS a R --CONCRETE COVERED SEALANT PERIMETER (TYPJ 'I FOAM WHEN OCCURS -FORMED AND POURED — CONC. SLAE CONCRETE SILL (SEE �� 1/2 IN. GYPSUM STRUCT. DWGS. FOR 0'-0" WALLBOARD DETAIL.) FIN. FLR. SECTION ELEVATION Ix2 P.T. FURRING STRIPS ®16" O.G. TYP. INT. WALL METAL STUDS S.H. WINDOW SILL pW su o EE RUT DRYER VENT BOX TYPICAL DETAIL NON—BRG. AT EXTERIOR WALL SCALE: 1 )/2"=r-m° 5 SCALE: 3/4"=1'-m° SCALE: 3"=1'-m" 1441 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 r � SUHDIV. & LOT: RIVERBEND LOT #36 170 MPH EXPOSURE 'C' PROJECT## 03303.036 MODEL: YORKSHIRE "PLAN 2" 6811 ELEV. C GARAGE SWING: RIGHT PAGE: MONOLITHIC WALL SECTIONS & MIsC ]DETAILS ARCHITECT: STATE OF FLORIDA ri aLvt 09 10 15 DATE: