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HomeMy WebLinkAbout6794 Wagon Trail StA-- 99 1672-4EAB-ARIA99,1 H O M E S 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax= (813) 740-9715 ALL WORK SHALT_ COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES r<�i'VIEW DATE DEC Z 6l201e CITY OF ZEPHYRHILLS PLAN' EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RES]DENTIAL BTH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB :CONSTRUCTION INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH • EXPOSURE — Basd=118 MPH •1-STORY RESIDENCE - •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. AC ADJ. A AMLTP. BD. CL CAB. CLG. CIA CONc. CPT. C.T. D. DEL. D.G. DIA. DIM. DISP. DP. DR D.S. ow EA. ELEV. EQ. EXR EXT. P.G./FX. F.O. PIN. PLR FLUOR FTG. GA GAR. DISP. GT1 GL. GYP. BD. if a. N.C. HDR. HOT. OR ITT INSUL. LAV. LUM. M.C. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CEW13RLNE CABINET CmISO CLEAR CONCRETE CARPET CERAMICTILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXEDGLASS FUEL GAS FINISH FLOOR FLOR CENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUrr INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOWCORE HEADER HEIGHT INSULATION IIOR LAVATORY LUMINOUS MEDICNECABINET MFR MANUPACTURER MIN. MINIMUM M.T. METAL THRESHOLD MITI. MOUNTED MTL. METAL N.TS. NOTTOSCALE O.C. ONCENTER PL PROPERTYLNE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWD. PLYWOOD PR. PAM P.T. PRESSURE TREATED R. RISER BAD. RADIUS R.A.G. RETURN AIR GRILL REP. REFRIGERATOR RM ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR S.D. SMOKEDETE:TOR SLIT. steer "JN6 SHTHG. SHEATHING SHWR SHOWER SIM. SIMILAR SL. SLIDINO SL. GL. SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPEREDOLASS TEX. THICK T.O.C. T POFCURB T.OP. TOP OF PLATE T.OS. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOR PROOF WASHER W/ WITH WD. Wool) WOW. WINDOW WN WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG AIA-FLOOR PLAN DETAILS PG A2D-ELEVATION PG El -ELECTRICAL PLAN PG PI -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALC.�S LIVNJG Ib'72 SQ. FT. GARAGE 432 80,FT. ENTRY 38 5a FT. LANAI se $0. FT, TOTAL 2236 8O. FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SLIA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3-FRAMING PLAN PG S3.IA—DETAILS PG S3.113—DETAILS PG S3.1C-DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT PROCEDURD ONE ISSFOR TIEGBUILDER TO STHE UBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL, RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESfIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abd'eslgngfoup.com L AA 8: 0003325 F m y a R O F O > �r L O x PRINT DATE: 08 /16 /18 SCALE: 1/4"=1'—O" SHEET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION NTH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. 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 WINDBORNE 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. 3. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. 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. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACTTHE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %, THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OFTHE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THEATTENTION OF THE ARCHITECT IN WRITINGAND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR W LL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF MUCH THE CONTRACTOR FAILED TO NOTIFY THE ARCH ITECT BEFORE CONSTRUCTION ANDIOR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK, 5. 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. 6. 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. 7. DETAILS SHOWN ON THE DRAW NGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN, W ND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0,48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER 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 BOARDOR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPFORTINGTHE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /,INCH GYPSUM BOARD OR EQUIVALENT. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- O' 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 DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMIT1CIDES, INCLUDING SOIL APPLIED PESTICIDES, BARING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BLAMING DEPARTMENT 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 RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES JR-2002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. A iERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX W (CROSS -LINKED POLYETHYLENE) NTH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOLITS SHALL BE FLUSH NTH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WI EN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 WORE FABRIC LATH AND NTH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM•C926 & ASTM-Cl063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTWC1063. I1A AND R703.7. 24ilORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 GYPSUM BOARD. R302.7. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abde*4Mgroup.com AA A: 0003325 w H y 0 y 0 BVHDIV. & M RI SILVERADO LOT 5 BLK 11 PROJECT* 04128.001-05111 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: GENERAL NOTES L 150 MPH EXP. PRINT 08 18 18 DATE: / SCALE: 1/4"=1'-O" SHEET GN 38' (2) 3052-644 (2) 3052-SW EGIQESS q I a I i a' -ate' � �o �m j DINING ROOM,p 8 B,CLG. OWNIIt'S aSUf1E I (2) 3052-SH `* ro s s 6l R� C. e GRe 81 rLGL it i II II m � 9N OI a A O W.I.C., 8.8 CLG 1 28 I I� I r II _J II 9 I C. — IR-ISFI B i 13 a 3 9 iI3 0 i 3 10 3'-m"9 6 � 4'-4" I2'-8' W I I ? .8 lL 1 l i l i - — 1I�P� �u�ryT1j BDRK#3 CLG.ZJ � m - X I I� i� 0. BATH I L V. a'-V CLG. ' 17 i i I 3-sH I m i H J8� _ `V � 15 IIYu � ____ It I += I �� 11 LAV. 36'x60' � N v 3-SW v ____ SHWR PAN I.AI)I�I. HIS R-15H In #2 G. ti'. 2 8 oilir 11 a'•e' cLG. O r--mx54�1 ATTIC �-ACCE55j O ® II I I BOLLARD A5 REO. _� IR-ISH ------ m J� M1S I I V. �_ -- PER SLOG. CODE FOYER V-15, c4A GARAGE 64, CLG, i0 e 3068 W/ 36'X10' TRANS. T' BDRM,#2 V-8' CLG. 6, ro ENTRY (2) 3052-SH EGRESS B'-8' CLCx SQ.FT. CALC,S LIVWS 1612 $O. FT. GARAGE 432 SO, FT, ENTRY 38 SO. FT. LANAI 96 SO. FT. TOTAL 2238 $O. FT. OW0181f AND CLADD1 WM LAMB BAIL YAID OPOBIAIE FOR $ 01:01D OIAITB OPB113B 801m ME O IPH WI D MA R3AP68 ANDTR'E FOOTAGE MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 16 5 24/-31 DR MIN. CRITERIA S.GD. MIN. 41 5 23/-2'a CRITERIA 160,10 OND. 112 11 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = IT—O" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOLDME01O FLOOR PLAN SCALE: 1/4' . I'-C' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH 517E PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORNONEYCOMB-GORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH; 407-77441078 FAX: 407-7744078 www.abdootgtkgroup.com L AA #: 0003325 , e: 0 0 w c a W f O = a a� OU13DN de LOT SILVERADO LOT 5 BLK 11 PROJECT* 04128.001-05111 WODEL' 4EAB "1672— ARIA" GARAGIC SWING: RIGHT PAGE: FLOOR PLAN DBL. TOP PLATE B m BAR ADETAIL ecALe, v4�.r-m� BARCH DTL. SCALE: I/2 I'-rD 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774A076 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 A N W O h W O eti {G. y stmmv. & LOT SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL 4EAB "1672- ARIA" GARAGE SVrMG: RIGHT PACE: FLOOR PLAN DETAILS PRINT OB 18 1B DATE: / SCALE: 1 /4"=1'— O" SHEET At EQ. FYPON LV12X24 �— OR EQUIVALENT S - �— SHINGLE ROOF 6 I2 1' O' FYPON BKTIIXYt OR 4 WA ^^� 2 I l B WA - -- A-- EQUIVALENT /ICII'4�78\ TB n n v 4' RAISED TYP') I-' ( BAND (TYP.J a ro 0'-O' FIN. FLR. MIN. 4" GRADE FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A OFF RIDGE VENT I�6 6' RAISED BAND (TYP.) AFtEAOFATnC = ID33m FF. NET FREE VBE131ANON AREA RERAR® 3/30D REgIIRM VEN1HATON AMEA 785 AM = z4s VBITAATION AREA x 5C61NCHE5 PER FT. 41441 = =11$4 NF. WK. R9YARECIVENMATION .Sx 3mZII IN UPPER PORRON OF Amc - 536.4 SM IN. ORIROMVEN111ATA]NAREA = 313 SO,M PERVENf 53i4/315 AL RaM %e REQUPM 4.E6B3 ALROFVENISPROVIOEI) s 'AMAOFATDCI3THE PFA WEROF THE HOUSE, 1$5THEUVERFWN3 aRERIOROFWALLTOOffMOROFW NOOVE*PXWINCUXM OFF RIDGE VENT .B" BR.s. HGT. B _ COACH LIGHT ❑ ❑ B TYP. I y r -O' FIN. FLR. 0'-0' FIN. FLR. N. 4" GRADE MIN, 4" GRADE ------------------- OFF RIDGE VENT -8" BRG. HGT. 4B I � ❑ D'-0' FIN. FLR I I - 11N. 4" GRADE - ------------- --------------------------- LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION SCALE: 114 . I'-0' TEXTURED FINISH 0'-O' FIN. FLR IN. 4' GRAD BRG. HGT.0 8'-B" BRG. HGT. � 4B TYP. 0'-0'rlN. FLR. ,_—_—_—_—_—_—_—_—_—_—_—_—_—_—_--__—_—_—_—_—_—_—__._—_ I I 4,0'-0'FIN. FLR. RIGHT ELEVATION SCALE: 1/4 . 1'-0' TEXTURED FINISH B=8' BRG. HGT. RG. HGT. _O. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407.7748078 fA%: 407-7744078 www.a bdesigngroup.com AA 0: 0003325 A F H 0 F O F. MON W O }R: SLTHDIV. & LAT: SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 U01)EL.• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: ELEVATION "D" m A DATE: 08/18/18 SCALE: 1/4"=1'-0" SHEET A2 D ELECTRICAL LEGEND SYM. DESCRIPTION _mS. TANDARD S WITCH -4 -WAY SWITCH -�- -WAY SWITCH IMMER SWITCH HE SH BUTTON $CONNECT T rHERMOSTAT INGLE RECEPTACLE (125Y/20-AMP INGL£ POLE) 10V DUPLEX RECEPTACLE =49 IVY DUPLEX RECEPTACLE (EQUIPPED IJITW GROUND FAULT NTERUPTER/tAMPER RESISTANT TYPE) 0V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) =91- EXTERIOR WATERPROCF/GFI RECEPTACLE(GROUND FAULT NTERUPTER) I0V QUADPLEx RECEPTACLE ® 10V DUPLEX RECEPTACLE (FLOOR OUNTED) 20V RECEPTACLE !4 WIRE ONNECTOR) IQALL MOUNTED LIGHT FILING MOUNTED LIGHT } NDENT LKaHT LOOD LIGHT )ALL SCONCE PRE -WIRE 'ENT FAN WITH LIGHT (I CP1 PER SQ. FT.) 8;a4 BULB LIGHT FIXTURE ✓3°9A BULB LIGHT FIXTURE BULB LIGHT FIXTURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN 1=� DER CABINET LIGHT ® 'x4' FLUORESCENT LIGHT (RECESSED) ® 'x4' FLUORESCENT LIGHT (SUIPACE OUNT) FLUORESCENT LIGHT (RECESSED) . O SO LIGHT LIGHT (VAPOR PROOF) NG MOUNTED LYaHT WITHJ-BOX PT. FAN tLECTRICAL PANEL (FIELD VERIFY TION)HZI X (WALL MOUNTED) Q -BOX (CEILING MOUNTED) FILING MOUNTED FAN 0VENT FAN (I CFI'( PER SQ. FTJ PHONE JACK SMOKE DETECTOR (CEILING MOUNTED) ® /C x DETECTOR I I MCUN ) HB'ES ® ING, MOUNTED OUTLET FOR GARAGE OPENER N JACK 1c PORT •LOCATION OF TV JACKS 1 PHONE OUTLETS < FANS TORE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL INHABITABLE ROOMS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI • ISLAND (NOT ON KITCHEN CIRCUIT) • D16WWASHM DISCONNECT TO BE LOCKOUT IN PANEL • BAT14ROOM EXHAUST FAN TO HAVE MIN. CAPACITY O' 50 CFM INTERMITTENT PER TABLE M1501A OF FBCR bTH EDITION l201u • LAUNDRY ROOM RECEPTACLE 614ALL BE GROUND FAULT CIRCUIT-INTERJPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING METHOD $HALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30OA(5X2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT tYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF, LIGHTING MUST BE ENEO EFFICIENT TYPE PER F.BF_-, ENERGY G1JNSERVATI0N (RESIDENTIAL ENEkl'.7 EFFICIENCY) 201T. bth EDITION R404.1 r — I CEILING PRE -WIRED �MTD. LIGHT �,)CLG FAN TO BE I 9 INSTALLED, — �. ` PROVIDE U-BOX FOR o OPT. FAN _ I / o --�Dala CLGFAN GREAT ROOM \ \ I I BDRM.#3` PRE-WIT�D I CLG FAN I I I II __ I 1 II II 11 II SWITCH IN - CABINET KITCHEN HOOD WIRE W/ OUTLET FOR FUTURE MICRO. l I II I I I I -- I —_ WP ftnW MRN-A ►ANEL:VA6w Gtb 1w VOLTAGE 12DI24OV-lPn ■AMUDAMUZZ FLEDEA:b Al CullMM81-PICu(� M 11f1C. OR 3-MAL T1MA1 d 1-M Cu (D)I,,t WC. tMa hb YM anrbR sxrr.n •os� 4- F..w, z no PANEL -A PANEL: Q•Rb VOLTAMMIM(WOV-1 t MAN:ME pM.L.O FEEDER:}M Cu11#MlA 1-MCu(G)n tt?C. ORf =ALTYNNA 1-0 Cu(G)1n 11G'C. s1V• s,x sn n] rtN 1 zAr m m znml eaG m si ,Y•V1 tARnn G:sIG A..nwa: v wn ,sm sms RapR n z M 10 su m ,too �xm a n] 1 m pr�•Fla Ix nno: OWNER'S nx c 1'(UTT tl 1. m 1 1. n2 INO n] 1 s suAFn •:•w/Ar:n ms txas Is a n n lm ssnao.:.vl /E.t.wlns n n 1 1 n] n] x 1M0 o1n.:s 0Vtuaa �n •Of An a ,s A 1 nt n] A tl 000 s•r BUta ® i /\ S/CO /� C,, `J x au, •m / PRE -WIRED rnsxwr®tl RF•a / CLG FAN laR1 b6.w0 YrareAMR/pa 1l100 AiGD bManO bRa.r'MrbRlfa w.a w•ama.wm wtm ANGREVNTION& ]FG: PIiC FNKTCRQIR YRFIiRI►1ER D. mso..m r IwA ,o�is oarolx�o./wLr 0 1rr ssse wt. sF��,m A I —_ � ri LanrpLotl wrf ]axe0 LOAD CALCDMTINSOMM ON NYC NOM4XDWCDENf LOAD / % W.Lc• A�pprF/xtl m) tA.t wR.r AR L•tl Z � / t lsGL1RJ ss 10DTYIN N6•nRr:IW.6 Rx I 50A1 / / I BAT tE LAUN• I P.S. FOR-7 T 42' AFF.tV BATH / I I I I I I 1 GARAGE -09- _ �t I DOOR \\ , l //�/ ` WALL MOUNTED BOLLARD AS PEREQ \� LIGHT W/SWITCH IN CODE II - I FOYEIZ \ ATTIC KEYLESS I FIXTURE % Q / GFI 1JWZU S.D. CLG. OUTLET Q d BDRM•#2 OHD IRRIGATION P.B. FOR - - OUTLET • / CHIMES I \ 48' A FF. I GARAGE GFI PRE -WIRED I GLG FAN I I I \ENTRY ❑ ❑ ❑ ____________________ G O O 1COAC �- LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-W ■ METER FIELD lem AMP ELECTRICAL RISER VERIFY LOC. NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6tH EDITION (2011J. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL BE TYPE THHN/TNLLN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 50 AMP, 120/240 VOLT, I PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 "2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3112/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3 �4/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOL ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO e O PANEL 150A/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE fWR 6tH EDITION (2011). 5/8" DIA X 6 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WWW.8bdas giDUP-D m AA N: 0003325 W 0 r O ib4 -El BUBDIY, de I.oT: SILVERADO LOT 5 BILK 11 PROJECT# 04128.001-05111 MODEL• 4EAB "1672-ARIA11 GARAGE SWING: RIGHT PAGE: ELECTRICAL PLAN 0 Rq.#M A ABOLMACRA 6 AR NO 93723 J PRINT OB 18 18 DATE: / , SCALE: 1/4"=1'-0" SHEET E1 412' v.T.R. h 12• r2' \ � ���-1 v2• � I I �2 �I I/2' I TUB I I 1 ILAV I^I TO MAIN PLUMBING PLAN SCALE: 1/4 . I'-O' KITGNQN V .INK W/ AUTO VENT 1/2' ' I t 1/2• f � 112' Y----—. I1 12' 1 1/2, I I we I� PLAV. i TUSI i• N .HWRI PLUMBING RISER 1441 N. RONALD REAGAN 8LVD. LONGWOOD, FL 32780 PH: 407.7748078 FAX: 407-7744078 www.abdeslgngroup.em AA 8: 0003325 Z y 8 0 0 a W i O S a� o BVHDIV. & MI SILVERADO LOT 5 BLK 11 PROJECT* 04128.001-05111 UODET- - 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: PLUMBING PLAN ARCHTECT A ROLAND A ABO CRA CAR NO 93723 PRINT DATE: 08/18/18 SCALE: 1/4"=1'-0" SHEET p .---------------- 1 I II I . �� I I I I 14XI4 14XI4 I I I OWNER'S SUITE Elffile ° 01 12XS 12XH GREAT ROOM WI. II 0 4, / SX4 J . KITCHEN 6. — 0' j 0. F/L 10X6 BATH BDRM #3 ----- ------ 10' -- - 1mXbl O _ O S I I 10' II UN ;�P7�iii � �5m b' , ` 4' -- 8 4 j 0 ® 14X6 L 4' DRYER 1 1 5' vt.R. O CFNf L ----- i II 8X4 11 1 O 11 14X.& I' OY 12XS BDRM, j GARAG ENTRY MECHANICAL PLAN SCALE: 1/4 . I'-V 1441 N. RONALD REAGAN SL LONGWOOD. FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,abdosigngmup.com L AA a: 0003325 F wY' w LgO, U w c a ti DATE 08/18/18 scALE: 1/4"=1'- O" SHEET NI 1 2X4 TOP PLATE F PLAN PRE -FAD TRUSS 1/2, CLG. BOARD 1/2' DRYWALL — T�lr 2X4 WOOD STUDS 024' O Z. SLAB I FIN. FLR. NV It; JIUUO IN PARTITIONS SUPPORTING: WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. ri-'�TYP. INT. WALL (NON—BRG.) Di SCALE, 3/4*-1'-0' FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSO5.1.1 ON a' O.SB. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER --J A _0P. ELEVATIONS TY VENTED SOFFIT 5/a, GYPSUM BOA OR 1/2' V-IIG14 STRENGTH CLG. BOARD TI FSEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION N WINDOW ATTACHMENT AS PER MANUFACTURESSP SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS + 24' O.C. 8' CMU 1/2' THICK, 2 COAT PORTLAND-1-- CEMENT PLASTER APPLIED 1/2' GYP. WL. BD: DIRECTLY TO MASONRY WOOD BASE — 0'-0' FIN. FLR� a ea n W/ WINDOW OPENING � FIBERGLASS SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSO5.1.1 ON I}' OSB. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4, 0'�0' FIN. FLR a n TYP. WALL SECTION NO OPENING NOTE: PER SECTION WE,1.1 - FOR ROOF SLOPES 2:I TO LESS THAN .11 A 5 1—STORY HIP BLOCK WALL (2) LAYER UNE ERLAYMENT SYSTEM D1 SCALE, 3/4'.r-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 AND GM aM roR aAs Lis _ ao. ■ 2 GAS LINE THRU BLOCK scALa, m•.r.o FIBERGLASS SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON I}' O.SB. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I-1. TYP, MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS COINS aEm IR' THICK 2 COAT a' cm SEE PORITSIR ftW-D SITUCTRAL FOR PI.ASiTL AT1.1ED IRN'ORCIFIMT MASONRY TO I-WppIRY 2" P.T. YO ATROVAL RZa SEALANT 1 RACIER ROD PRODUCT ="S - TEELOVLILIEm DOOR A MMOVAL REa BY HALA VERTICAL TRACK I' MN IST OTHERS FASTENED TO Fo0cE TRACK TRACK DRACKETS PR ODUCT UCT AMM AF9•IMVAL Rlo. (a:)GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2. RAT RUN SECURED PERJ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O,C. 1/2' THICK, 2 COAT—J— 1/2' GYP. WL. BD.— PORTLAND CEMENT PLASTER APPLIED WOOD BASE PLASTER TO MASONRY 0'-0' FIN. FLR e' CMU m a n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R805.1.1 ON 4' O.S.S. SHEATHING OR i' CDX PLYWOOD SECURED PER I_0' FASTENER SCHEDULE TYP. MTL. DRIP EDGE o.N. 2x FASCIA PER ELEVATIONS VENTED SOFFIT "--PRE-ENG. GABLE TRUSS '---WEEP SCREED "--2x P.T. SECURED PER STRUCTURAL DETAILS a B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-0' 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU i 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdasigngroup, can AA 8: 0003325 SEE h m y. a D e0. G s F SLTHDIV. de L.OT: SILVERADO LOT 5 BLK 11 PROJECT* 04128.001-05111 1[ODEL- 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH EXP. B A. aATE: / / PRINT 0816 18 SCALE: 1/4"=1'-0" SHEET : SILK LLV (2A'XS' A -BOLTS 4' EMBEDMENT MIN. AND NUT SPACED EVENLY FROM FLOOR TO 4 IN JOINTS PRIOR TO FILLIWG O �m� ■ immmai 11 � � sssssss� ■ W \LSECURE 2xA ON FLAT TO SILK W/ CUT NAILS. SIDES, 21eX& GARAGE DOOR BUCK LLV (5) IN)J'XS' A -BOLTS 4' EMBEDMENTN M. W/ 2'X2'XK WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X8 PT BLOCK • CENTER OF 0 DOOR FaiADER W/(U ky'XS' J-BOLTS 4' EMBEDMENT W/ 2'X2')dj' WASHER AND NUT. El NOTES: 19O 1 ALL ANCHORS SHALL BE IN ACCORDANCE TO MW3FACTIRER'S INSTALLATION INSTRUCTIONS UAIERE GARAGE DOOR BUCK ATTACHMENT ec4u, vi•.r-r i' CMU DRYWALL T�I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR %4'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4' INTO BLOCK W/ Wb' TAPCONS (MIN. SHAW, SIZE .45 MIN. HEAD SIZE 300 Io MIN. EMBEDMENT 1-Y4' WITHIN S' OF EACH END 4 16' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 OR +6/4 (") WINDOW TO BLACK +3/4 OR +5/4 6GAL£: N.Tb. 2X4: m SECURE TO BLOCK W/' TAPCONB OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 IS' O.G. MAX SPACING. 2X6,® SECURE TO BLOCK TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN S' OF EACH END 4 g, CMU 18' OG. MAX SPACING. )r)'DRYWALL 2X8,® ❑ I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%, OOR CASING TAPCONS [EW (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1/2" (� WINDOW TO BLACK +1- /2" " SCALE. N.Tb. 2X4m SECURE TO BLOCK W/'k' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YA') WITHIN S' OF EACH END 4 is, O.C. MAX SPACING. NOTE: STRUCTURAL 2X 2X64>m MUST BE ON OUTSIDE 4 SECLIRED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL s.{r,' TAPCONS TAPCON MIN. I -),"(MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 8' CMU MIN. EMBEDMENT I )i) WITHIN 8' OF EACH END 1 )i' DRYWALL 18' O.C. MAX SPACING. I•X4' OR VX2' P.T. NAILER 2XS:® ❑ SECURE TO BLOCK W/2-%, Y.' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I YA') ATTACH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. IW O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15 16' ir1 WINDOW TO BLACK +1-15/ 6" SCALE, N.T.S. 2X4:m SECURE TO BLOCK W/.' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING, MUST BE ON OUTSIDE 4 2X6m, SECURED THROUGH SECURE TO BLOCK W/2—V .' NON-STRUCTURAL Vs' TAPCONS TAPCON MIN. I-Yi (MIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 8' CMU WITHIN 8' OF EACH END 4 }Ii• DRYWALL 18' O.C. MAX SPACING. 2X8 ❑ I'X4' OR VX2' P.T. NAILER SECURE TO BLOCK W/2-%' DOOR CASING TAPGONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN S' OP EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1/4" n NaOW TO BLACK +2 1/4" SCALE, N.T.S. 2X4m SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) WITHIN 8' OF EACH END 1 NOTE, STRUCTURAL 2X IS' Or— MAX SPACING. MUST BE ON OUTSIDE 1 2Xb m7 SECURED THROUGH SEGO BLOCK W/2- 'NON-STRUCTURAL W, STO TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 81 CMU MIN. EMBEDMENT I YA') )S' DRYWALL WITHIN WITHIN 8' OF EACH END 4 - OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. ❑ 2X8 SECURE TO BLOCK W/2- TAPCONS DOOR CAGING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YA') DOOR JAMB OR WINDOW WITHIN S' OF EACH END 1 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. wilt WM Y IpOm !O FLV! YFf f00 N 1 ��I®li'1 DOOR JAMB TO BLOCK +3" iE1 WINDOW TO BLACK +3" SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ �(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YA*) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6:m SECURED THROUGH SECURE TO BLOCK 111/2-%r,' NON-STRUCTURAL 46' TAPCONS(MIN. SHANK SIZE TAPCON MIN. i-Y4' .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I YA') 8' CMU WITHIN 8' OF EACH END 1 Yi' DRYWALL I8O.C. MAX SPACING. 2X5,m ❑ I'X4' OR 1'X2' P. NAILER SECURE TO BLOCK W/2-i(e' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER .145 W/(2A2d WITHIN S'Or EACH MIN. HEAD SIZE 300 END 4 6' TO S' O.C. MAX MIN. EMBEDMENT I YA') OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3" �iG+Z WINDOW TO BLACK +3" SCALE: N.Tb. 2X4m SECURE TO BLOCK W/Y•' TAPCONS(MIN, SHANK S1ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I /4') NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.G. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Yi TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK- .145 MIN. HEAD SIZE 300 8' CMU MIN, EMBEDMENT I Ya) )4• DRYWALL WITHIN 8' OF EACH END < 10' O.G. MAX SPACING. I'X2' P.T. NAILER 2XS== ❑ �I'X4'OR SECURE TO BLOCK W/I-I/4' W,' O.S.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IYi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. r,olF, eun m N®m ro nus.ure roo wr F.wo z•/ DOOR JAMB TO BLACK +3-7/I6" WINDOW TO BLACK +3-7/16" SCALE: N.Tb. 2X4= SECURE TO BLOCK WY4' TAPCCNS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X IS' O.C. MAX SPACING, MUST BE ON OUTSIDE 4 2X6cm SECURED THROUGH SECURE TO BLOCK W/I-I/4' NON-STRUCTURAL TAPTAP'CCN MIN. 1-Yi MIN. (MIN. SSHAANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 8' CMU WITHIN 8' OF EACH END 4 J¢' DRYWALL 18' O.C. MAX SPACING. ❑ VX4' OR VX2' P.T. NAILER 2Xec SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 TTACH TO 2X PER IW O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO. PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" ivl WINDOW TO BLACK +3 3/4" SCALE: N.Tb. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA C 0003325 E m y W 0.� to W C eR 9 loN SuimrV. T: SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MOX)IMU 4EAB "1672—ARIA" GARAGE S%MCG: RIGHT PAGE: DETAILS 150 MPH EXP. B ROLAND A ABOUCHACRA DpTET O8/18/18 SCALE: 1/4"—f—O" S*fEET D 2 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT-� PLANGE OF CONTROL JOINTS TCJ BE WIRED TIED 70 LATH • S' O.C. MAX (VERT.1 bps DO NOT FASTEN CONTROL JOINT TO WAIL EVEN IF STUD EXISTS BEYOND EXCEPT STARES W/ '4. LEG MAY BE USED TO TEMP, SECURE CONTROL JOINT DURING INSTALLATION --� FASTENERS TO BE SPACE D—� 1' O.C. MAX VEWICALL7 / 3' THICK, 3 COAT CEMENT � \ RASTER \ URNS LAYER h, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED .1' (VERT.) O.C. MAX AT SUPPORTS W IS LAYER -1, STUCCO UPAP LATH SHALL NOT DE CGNtINJOUe ', Tu �. n THIEY78 CA ZL \ JOINTS BUT SHALL BE STOPPED AND TIED AT EACH BDE. PER ASTM CI063 P�VIDE XAI BLOCKING T I0)A RACED PLAT MAX. 6' TO e' FROM CONTROL FALLS ON U CONTROL JOINTrALLJOINT ON MOM STRUCTURAL STUD L FASTENERS FOR LATH TO BE NAILS O\R STARES IN COMPLIANCE UU ASTM CI063 r i 2. USE TIES TO BE (NO. B) 0,0415' WRE 3. BLOCKING SHOLN MAY BE IN ADDITIal TO WALL 61UDS RECURRED PER PLAN / \ o no Ol ('OLD RlYMlO . PT. A ®Pa.D O--A eY - Pr. 2. OMAW . FT. e 3. O16AeE . PT, c NOTE: F ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES OI. POLO F114MD . PT. A a aeAx.n.e FOLD :;;;j•� ® LFOLD NWRD.FT.A f. CIetASE . R. e a CllASS . R. C A FOLD D4 R. B TILL PT.. C TCUC=IRS 00110N11LA11x! 4n fie, R` S0rr0, RAC uunR Txp+r SEAL POLO. QII Bat co. 3 COAT CEMENT ?RAMS). W' 2 COAT URB LAYER h. FORTFOER BUILDING PAPER ~w ear) NOTE, APPROVED BUILDING LLRAP SHALL BE LAPPED A MINIMUM OF 6' . VERTICAL LAPS (ROLL ENDS/ 1 b' . HORIZONTAL LAPS. ALL SEMIS NEED TO Be TAPED LATH VERTICAL LAP TO BE V WITH FORTIDER SHEATHING TAPE METAL LATH I MIS LAYER'(, STUCCO WRAP . nMFAF�RL� �_LY / I Ull� LAYER h, FORT IF BUILDING PAPER � III mu LATH - �ne. <� ovEa eLL �Ar 2 SCALe, IR'•I ® KICKOUT DETAIL LIP CATERS Q NaDMe Yler1P NAILNG RANM1E, STOP WNO�CT'Y)T ^ti' ExrrpwDle S,b IW1LL FLA3MPq Q n wac-our PLASHN6 <.Ee a tF' \ ceua) � , I F£1.7LARIENT OWN"O M1Ae.AI INne�KOTTORM a leev FASCIA YRAP VERTICAL LATH & PAPER DETAIL NOTE: BIDE LAPS OF METAL PLASTER BABES SHALL BE SECURED TO RRAMIIYs MEMEERS, THEY SHALL BE TIED BETUCEN SUPPORTS WTH C.0415-IN. (111-M M) WIRE AT INTERVALS NOT MORE THAN S' (225-MM). AS PER ASTM CIG63 TU3.1. FOR REPAIR OF TEARS IN WRD LAYERS, TEARS MAY BE PATCHED W/HOUM WFAP TAPE PER MAMP, SPEC. OR PEEL a STICK ROOF NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS mTER TxwTecAL reev DR INSTALLATION PROCEDURES SOLDEF. Dorm auT O"L" FLASHING N.T.S. NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES j' THICK, 3 COAT CEMENT RASTER METAL LATH RM LAYER h, PORTIFIBER BUILDING PAPER UPS LAYER R PER SHEATHING - OR I/*' ZIP "ATHING SY6TQ'I (INSTALLED PER MANUP. SPEC6.) BUILDING — PAPER STUCCO HORIZONTAL LATH & PAPER DETAIL 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD 5HEATHING OR CMU WRIB LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLA5TER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WREs a TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS V OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STARES) AS -- REQUIRED TO SECURE PIPE/ WRE TO FRAMING W.W SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE UU HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. F1A{ING TD EXTEND ONTO PIPE OUT AND OVERLAP ONE SDE OF STEP #2 SELOARING MEMBRANE NS WSD LAYER 9, STUCCO WRAP URB LAYER h, tORfFIBER BUILDING PAPER METAL LATH b'xb' SELF -ADHERING MEMBRANE E 4'x4'SELF- ADHERRr. MEMBRANE PLASHING OVER APPROVED HOUSE UAWP. FLABHEYa T . EMEND ONTO PIPE CONT. BEAD OF SEALANT AIR SECTION PER SECTION RESAT ExWbr N*ft F Id oMerino Esxrbr ws of porftM cement plaster shut comply with ft eppleadon NOTE: .Wk.m.nts cf ABTM C 520-12A. IF ZIP 5HEATHING SYSTEM IS 1"°ul'na" f xt`rwwm .g' lkx" INSTALLED, PLEASE SEE slrl..mply wRh AstM c 1OW12A MANUFACTURERS INSTALLATION PROCEDURES ��FlfPENETRATION DETAIL CFR)41" IE) =E N.T.S. LEGS V DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO �-� WOOD SHEATHING OR —1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SELF-ADHESIVE FLASI-LING — — — — — — NOTE. METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM G-847-0e, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4018 www.abdoslgngfoup.com AA 8: 0003325 r; O W O �. mm R Dpm 08/16/18 mcALE.. 1/4"=l'-0" SHEET WA1 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD I I I I BACKER ROD _ INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST, SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES, 3. TOP VENT CAP IS TO BE SET N BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4' CAULKING • JOINT ALL AROUND PER SECTION R703.7 ExIEEW IaWnA and plaebring Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WRB LAYER h, STUCCO WRAP i1 II _, HOODED VENT I X. i' THICK, 3 COAT CEMENT PLASTER METAL LATH USS LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LLED PER MARV. 8PECS.) OR > SHEATHING LAYER M, :O WRAP LAYER 4, FORTIFIBER )ING PAPER WOOD — CONSTUCTION ro —METAL LATH 6' CMU VINYL CASING BEAD 6' RA16ED BAND V TO v MID -WALL WEEPa_CREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHb1G STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER "l, 5TUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — 51JILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING � OR'i/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANLIF, SPECS.) SELF-ADHESIVE FL,45HING NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / A5TM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT E, TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK _ FLASH' r —I PIPE THROUGH / WALL } 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' I/ IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT WIBACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC. METER FIELD VERIFY LOCATION WOOD CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER al, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ' "" "" ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 6® MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC 1/16' ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRS LAYER -1, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/0' TEXTURED CONSTIBJCTION—FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX 6' CMl V TO)P MID -WALL - WEEP SCREED _ YQ =J i W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK,) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER W, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING t. APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP #2 STEP #3 WRB LAYER M, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIP15ER BUILDING PAPER STEP #4 &^METALLATW ELASTOt-ERIC /COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) -J0 STEP #ram STEP #� OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL $2750 PH: 407-774.6078 Me At FAX: 407-774-4078 www.abdosigngroup.com AA 8: 0003325 fiq 21 5.1 4 BFJHDIV. de SILVERADO LOT 5 BLK it PROJECTryt 04128.001-05111 MODEL- 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCMiiECTI A PRINT OB 16 1$ DATE: / / 9CAL E: 1/4"=1'-0" 9I3EET dd A2 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER'(, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER 4, FORTIFISER CONSTRUCTION BUILDING PAPER PRE-ENGb TRUSS 9i HAT CHANNELWEATHER THICK 3 COAT CEMENT RESISTIVE Wl%' TYPE 'X' DRYWALL PLASTER BARRIER -1 b' SAP. - TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER -2� 4DRAIN a' THICK, 3 COAT CEMEN V RIEs WOOD SHEATHING PP Sel o W SCREED IWEEW PP SCREEDE ��� PLASTER —rP •� METAL LATH WRB LAYER -1 STUCCO WRAP �' - WOOD SHEATHING a' THICK 3 COAT CEMENT PLASTER AM66•I b' SELF-ADHEREING ' FLASHING WRAPPED I i - TOP OF WEEP SCREED TO SHEATH( BELOW WRB LAYER M, ' STUCCO WRAP 4' POSITIVE DRAIN LUEcP SCREED ��^r WRD LAYER -2, FORTIFIBER NO GAP IN FIELD i BUILDING PAPER m i (SHOWN FOR CLARIFICATION CF SEPARATE ACCESSORIES ONLY) ' ' W SELF-ADHEREING WRB L FLASHING WRAPPED , RA�a STUCCOO WWRAP - OORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM1bb-WRAC-180 CUSTOM CASING BEAD I �WEEP SCREPO NO GAP IN FIELD --' (SHOLLN FOR CLARIFICATION OF NOTE: SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS CASING BEAD INSTALLED, PLEASE SEE l0A DTL.® CANT. INSTALLATION s INSTALLATION PROCEDURES SCALE: 1 1/2'- NOTE: METAL LATH: LATH TO BE PER SECTION R103.7.1 / ASTM C-041-013, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) IF ZIP SWEAT ING SY IS V.-A CONSTRUCTION INSTALLED, EASMANUFACTU RS HER RESISTIVE NSTALLATI PROCE RESE3/4 RESILIENT �HER RESISTIVE HAT CHANNELIER -2 j' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED i FINISH WOO ATHII, o{n nruNr eremr a' THICK 3 COAT CEMENT x1z M) -xl��AM�" PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION IF ZIP SHE HIND 9 S EM IS INSTALL£D,PLEAS SEE MANUFACTUPERS IN9TALLATI E URES VINYL CASING BEAD 5/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK 3 COAT CEMENT PLASTER VINYL CORONER BEAD VINYL CASING BEAD @DRIP EDGE WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 THICK, 3 COAT CEMENT PLASTER �METAL gLL1A�TpH�LI�NG (O(��lNNiaa7t7iAATBLLLL�ZIppP-}}a��N�EtAryryTU SYSTSN HEADER/BEAT7 . aFlCBJ VINYL CARP, 4' POSITIVE DRAIN WEEP SCREED tQ GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) INSTALLATION EXTERIOR GRADE DRY WALL 1' THICK. 3 COAT C VINYL CASING BEAD 10 CANTILEVER DRIP EDGE LEj DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING. PAPER) METAL LATH STUCCO WOOD SHEATHINGS OR 111W ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING X—X—X—X FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. METAL DRIP EDGE PEEL 4 STICK) SET IN FULL BED OF 6' PEEL 4 � SEALANT,V MIN. STICK DRIP SPACE FROM DRIP \ FACE i0 TREX EDGE TO DECK \1 Y4 GAP FOR BACKER I h'XI s/i P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER, �: , CONTINUOUS VINYL CASING BEAD WATER PROOFING la! WEATHER RESISTIVE LAYER (2 LAYER PEEL i••, ; BARRIER -1 STICK) WRAPPED FROM I WEATHER RESISTIVE BALCONY DECK TO BARRIER 12 CANTILEVER"w a^� 6' PEEL 4 STICK - DECK MEMBRANE, DRIP EDGE TO DECK EMEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. GALY. METAL DRIP EDGE ... ....._...-_.. . ........... .. __. :... SET IN FULL BED OF I Yg'XI %' P.T. OR SIMULATED SEALANT, h' MIN. J SPACE PROM DRIP WOOD (TREX) FILLER CONTINUOUS FACE TO TREX Yi GAP FOR BACKE VINYL CdBING BEdD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING 6£AD I I a' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEX7URED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER -1 WEATHER RESISTIVE a' THICK, 3 COAT CEMENT BARRIER 4 PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD Np GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING m I' O.C. MAX. WRB LAYER "I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER 14A CORNER BEAD ® FRAME 2 CORNER BEAD — (FASTENER t SPACING g N N CMU 5/B' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD G BLOCK I Y4 GAP FOR BACKER I ROD 4 SEALANT Il VINYL CASING BEAD 10 WATER PROCFI \! LAYER (2 LAYER PEEL\ "^ 1 STICK) \ PEEL 4 WOOD SHEATHING WRB LAYER'1, STUCCO WRAP WIRE, LAYER '2, FORTIF15ER BUILDING PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'5ELF- ADHERING — FLASHING , fS�f3�Sa WINDOW FLANGE :)LUMIN SHEATHING :ATHER RESISTIVE ARRIER -1 °ATHER RESISTIVE ARRIER-2 ` SAP. \` -EEL 4 STICK I Ya'x3' 'L' FLASHING. FULLY EMBEDDED IN ROOF CEMENT I Y,' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, JS' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 'I x{ WEATHER RESISTIVE j BARRIER 4 I EXTERIOR COLUMN - COLUMN SHEATHING Y4' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED SO 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK 3 GOAT CEMENT PLASTER 6' SAP. 1 )&'x3' 'L' FLASH( ILLY EMBEDDED IN ROOF CEMENT SET IN FULL BED OF 1 J$' X 3' 2b GA GALV. PETAL DRIP EDGE SEALANT, J4' MIN. SPACE FRG'( DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN BEEP SCREED VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD J SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T." PT. ARWTW(--) WRB LAY BUILDING METAL LATH J' THICK, 3 COAT GEP PLASTER n (p'SELF-ADHERING FLASHING NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER %2, FORTIF15ER BUILDING PAPER ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE 15B CASING BEAD ® WINDOW (FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 64 h to a F O N W f 0 s p SLIHDIV. de L.07 SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 UODELM 4EAB "1672-ARIA' GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS ARCHTECT, A F FIL ID V RO A ABOUCHACRA AR NO 93723 DATE 08/13-18 SCALE: 1/4"=1'—O" SHEET WA3 WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER - METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER - b'SELF-ADHERING— FLASHING / VINYL ANGLED CASING BEAD --- DRIP CAP — WINDOW FLANGE NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES r- WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH 1EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER M, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15 C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM 18 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 4' cAP TYP d' THICK, 3 COAT CEMENT cA6IN6 BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH ® STUCCO TO SIDING TRANSITION WRB LAYER •2, FORTIFIESER BUILDING PAPER SIDING 7 WOOD SHEATHING WOOD SHEATHING; WIm L-1 CK -4 WRB LAYER M, STUCCO WRAP \ \STUCCO WRAP CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) J" THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH 77 -a WINDOW FRAME WRB LAYER e2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� � TaCTON MEMBER DETAIL BELOW EXPLODED ND WOOD 04 ATHRJG FOR CLARITY UEATHER RESISTIVE BARRIER UNATHER RESISTIVE � \ BARRIER 7 \ 41.' ?f 1 Y� LAP 91DING //// \ W SELF-ADFERW6 w 6 REVEAL ----------------------------------------------- / FLASHING FLASNING.HERING a q UEAThER RESISTIVE Y4' CHAP TYP �' THICK, 3 COAT CEMENT \ BARRIER \\ `\ CA51NG BEAD PLASTER STARTER ST1e1P / UEATIBR RESISTIVE BAIMER-2 SEALANT TO WINDOW METAL LATH DO NOT GdULK OR I I \ \ R/ 6' SELF -ADHERING RFei /,oeu '/ FLASHING GALV'D METAL GALVb METAL _ 'Z' FLASHING WRB LAYER 02, FORTIF15ER Z' FLASWR40 I BUILDING PAPER I ; x 6, &1 ATEDR , , TRIM I WINDOW FRAME — \ WOOD SHEATHING UI OD�RIIMMILATED I MEMISER \ `SEAL GAP W/CAULKIN6 OR APPROVED SEALANT L SIDING TO STUCCO i WRB LAYER 01, ® BLOCK TO FRAME ! srucco WRAP � non TRANSITION l 1/ ✓ I 6" WIDE PEEL a STICK WINDOW FLANGEA OVER FLANGE NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ,4STM C-641-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER #I BE BEYOND STgJCTICN &'SELF-ADNERIK Wo= SWATHING FLASHING STUCCO UJRAP UEiATHER RESISTIVEUEATFER RESISTIVE DARKER 4BARRIER 9 TO LAP UMATMR RESISTIVE / W MINOF .FLAEIOVETOP UJRB LAYER "2, 1=0RTIFIBER BxARRIER UfOALDRGaUIEATHER / BUILDING; PAPER `gRR'�i4ER t�rp?�o RESISTIVE BARRIER 'I FLAB�N6 RESISTIVE METAL LATH STARTER STRIP \AL V'D METAL FLASHMG(EXPLODED THICK, 3 COAT CEMENT\ - /' VIEW FOR PLASTER ��� Z' FLASHING UIEATHER RESISTIVE BARRIER M TO LAP CLARITY) I _X 6' SIMULATED D TRM MEMBER b' MIN. AEOVE TOP OF 'Z' FLASHING CASING BEAD @P RAISED 17 A BAND ( FRAME) SCALE: 1 1/2"=1'-O' E-Z BEAD VINYL CdSING 1' I Y' X b' $MULATED (W/K' FLExIBLE PVC \ / I UISOD TRM MEMBER DACKER ROD) \ / &'SELF -ADHERING &'SELF -ADHERING I : I FLASHING FLASHING \ SEAL &APPR VED SEALANT 0."MENr MASTER \ -:. I OR APPROVED SEALANT UIEATHER RESISTIVE "y, UBATHER RESISTIVE BARRIER -1 BARRIER M UEAIHER RESISTIVE E-2 EIEAD VINYL GANG BARRIER MILE PVC (SACKER ROD) SIDING TO STUCCO -ATFER RESISTIVE ® FRAME TO FRAME EweaERa TRANSITION 1J1J E-Z BEAD VINYL CASING 2X FRAMING —/ II/��\\\II (W13/S" FLEXIBLE PVC BACKER ROD) � MEMBER APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP --------------------------------------------------------------------------------------------.- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WI LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MAN F. SPECS.) SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003328 w y 0 0 ti BtM331V. & M-L- SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS Bolero A. AWX*i cPA I \ AR NO 93723 PRINT 19 DATE: 08 16 18 SCAL"E:.1/4"=I'-0" SHEET WA4 OUT NOU$rU QAP AT AV ANGLE MODIFIED -I- CUT N HOUSEWRAP LINE OF Nr"OW- O'ENNG APPROVED HOMWR4P OVER SNEATNNG OVER WD STUD WALL STEP I INSTALL V - SP-LP-ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND a MIN611.1. P BELOW BILL FLEXIBLE PLASINING DO NOT REAL BOTTOM FN STEP 6 TEMFORARILT POLD-UP N SEC HOUSE~ (o TUCK FLAP IUND .t HEAD POLD HOUSEW N AT JAMBS N SLOPE SILL R VINYL ISAD FLASHING [NTH DAMS) NAILING FLANGE 1 EMEND SELP-ADHERN: FLASHING V MIN BEYOND JAMB FLASHING INSTALL VNYL CAP ALIGN FLASHING W/ IN T. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES.[CAP NAILS, STAPLES) INSTALL DUPONT FLEMURAP AS T4 FLASQN3 AT THE FOLD NOUBEWRAP 00114 N TAPE DIAGONAL 01T ACROSS NEAD OF WINDOW "TALL V WIDE ADW68IVE BACKED FLEXIBLE FLASHIN MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP BT-20XL n E UIV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS NOTE: IF ZIP SNEATNINCx SYSTEM IS INSTALLED, PLEASE SEA MANUFACTURERS INSTALLATION PROCEDURES T Alai PINT 1. IT IS THE CONTACTORS RESPONSIBILTT TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSE RAP, SEALANTS N SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN 8PECPICATIONS WAS SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. GLEAN AND SEAL JAMB t0 BILL JOINTS WI1N DOW IH9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK ZTPAIR SCHEME SHIOWN SHALL BE t 1PLEI ENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING N12iEL SEAL INTERIOR PERIMETER OF WINIDCW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 82780 PH: 407-7748078 FAX: 407-774.4078 www.abdesi;gnlgmup.com AA 0: 00099ffi E y chi y. O W O <F G 2 �n A. CRn AR 1O 93728 Dw /16/18 ecAua- 1/4"=1'—O" SHEET WA5 I I I 1- I 1 1 1 1 2x6 SUB-BANb W/1'x4' NOTCH a END, WRAPPED IN PEEL a STICK DRIP EDGE 1\\ I\ '116' TEXTURED I ` FINISH 6 WOOD I \� 1/2' TEXTURED \ FINISH e CMU \ METAL FASCIA \ WRAP Ye' FROM ` STUCCO, I' FROM WOOD WALL \\ EXTERIOR WALL ` (FRAME OR CMU) 1\ \ 1/9, TEXTURED FINISH s WOOD, 1/2' TEXTURED FINISH a CMU METAL LATH METAL FASCIA WRAPAll WOOD SHEATHING OR CMU WRB LAYER -1, STUCCO WRAP (FRAME ONLY) WRB LAYER 2, FORTIFIBER BUILDINGPAPER (FRAME ONLY) IX6 SUBBANDROCFIW. CEMENT DRIP EDGE ©i=L,4N B METAL KICK OUT \� NOTE: NOTCH FOR 2X(o \ \\ SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) 00 �\ \ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) TEXTURED FINISH `\ 1 /WOOD, 1/2' TEXTURED FINISH 9 CMU ---- ------------------------------- - - --- 2x6 SUB -BAND W/I'x4' NOTCH ec END, WRAPPED IN PEEL 4 STICK - ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ®f=L,4N A SUB BAND DETAIL (D WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 1ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lk'x4' NOTCH ID END, WRAPPED IN PEEL d STICK -ROOF CEMENT tv ROOF EDGE OMITTED FOR CLARITY x z x x 3, x x x x- x x x x xa., x x x x x x x x x x x x x x x x x x x z x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT ID x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x 2"x4'x4'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/126 NAILS &'-S' x x x x ONLY FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/h"x4' NOTCH m END METAL FLASHING, WRAPPED MIN- Y4' ABOVE BOTTOM OF DRIP EDGE -2x 5U5-5AND METAL FASCIA WRAP W/Ik2"x4' NOTCH g END, WRAPPED IN DRIP EDGE PEEL 4 STICK EXTERIOR WALL -ROOF CEMENT to (FRAME OR CMU) ROOF EDGE OT ED FOR SUB BAND DETAIL ® WALL CCL'fARITY WIKICK-OUT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdmlgngfoup.com AA B: 0003328 A F 0 8 w 0 w 0 h c° evsary a4 LOT: SILVERADO LOT 5 BILK 11 PROJECT# 04128.001-05111 MODEL• 4EAB "1672-ARIA" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 0Z AL. CRA AR 1� 93723 Dp� 08/16/18 SCALE: 1/4"=1'-0" SHEZTT VV A6 EXTEND SLAB 1 1/2" Y T FM-12X18 3 I— FM-12X12 — 4" CONC. SLAB I Ix 4 N I� 312 $¢ $, a LL -' F-24X24 10 � FM-12X78 I 1.1 I I I I CL I 0+ 1P F I 4 � SLAB I t� I" PVC CHASE � i�FOR ELEC. @ I ` li ISLAND LL I 1 T yyi 1.1 � IN I • I I I I I �I it I I qI 4" PVCEXTEND CHASE I TE1 4- CONC 5 r SLAB �;4 2 IF 17*A ,.1 OKF I 71 SLAB ),t EXTEND O ' I FM-12X18 in 2 SLAB 1 1/2"LP ,.1 ! S OJ ai N I B" 3'-4" 6 I I 3812 I 1 �__ NCI 2 I 1.7_ FMC-12X18 FMC•72X18 _ _ _ _ _ FM-12X78 _ _FM_12X78 FM•,2X12LL FOUNDATION PLAN SCALE: 1/4". V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +44". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION+-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, 11.QNDICATED N5 BAR, 13NOICATES N6 BAR, EDICATES N7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (M5. 30", #6.36-1, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE B5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Fm. 1,600 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W7.4XW7,4 GVER GENERAL 312" 6MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-/2x18 ,Y CONTINUOUS 18" (2)f5's FMC-12x18 12' CONTINUOUS 18" - Wire— X5INCURS VARIES F-24x24 24' 24' 12- (2) MS's (2) #ft FM42x12 12' CONTINUOUS 12" (2)#F. TE-1 8" SEE PLAN 8" - (11 Ws 05 IN CURB 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7146078 FAX: 407-7744078 www.abdesigngroup.com L AA#: 0003325 Ll 0 W �E S IA !W O x a ail Sual) . 6e LOT: SILVERADO LOT 5 BLK it PROJECT# 04128.001-05111 MODEL' 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN *WIADD A. AgOUCRAACRA L AR NO W723 A DATE: 08/16/18 SCALE: 1/4"=1'-0" SHEET st 30" MIN. EACH WAY c MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELLSEEPLANFOR SIZEAND a 0_ SPACING REQUIREMENTS da CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ,�" ,- Qp All a2ayI m (j y 1 rp, ' I� GARAGE DOOR LU RECESS y 8" CMU WALL FM °. U w 9" O 8" CMU WALL ° CORNER BARS, SAME SIZE AS BAR .° I w `co•1 IN FOUNDATION WITH 30' LEG EACH U +-p•.p- • TOP OF SLAB M +-0'-0' TOP OF SLAB $ WAY AT ALL CHANGES IN DIRECTIONS I , - SO THAT THE STEEL REINF. IS CONTINUOUS my MATCH AMOUNT OF CONTINUOUS BARS CURBFOR SEE SLAB SCHEDULE SIZE 488AR DIA. EX7. PORCH SLAB'CHAMFERrySTORr) A3 18' < 7AOND < � ` -VARIES 9EE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB I u '-v CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE -° MASONRY iNBAR UNITS 9ET 70, ATELEV: W/12'ISOLATIONE CHAMFER(2-STORY) JOINT(NMEREp4 24" I 4 CHAMFER(1STORY) W/1/2"ISOlAT10N 1 "•��---- 6"CHAMFER (2STORY)>APPLICABLE)zE 0'-0" SCHEDULE p5 3UE JOIN7(WHERE • EE SCHEDULEiWXD, APPLICABLE) z 4 WHEN TRANSITIONSARE MADE FROM FOUNDATIONS HAVING BAR SIZE N6 38'FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (I•.2 TO 3, PROVIDE 2 BARS), UNO ;F7 42' (,_'_�EXTERIOR MONO -FOOTING ',EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 3CALE:3/4".1'-0" ` @ GARAGE SCALE:3/a".V-0" CORNER BARS DETAIL DOOR OPENING V SCALE: 3'4"-V W SCALE: 3/4'.1'-0° LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48------__-� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4° O/C STM. VERIFY HEIGHT NAILS, 2-ROWS, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ LAN LAP TO OCCUR OVER STUD OF WALL W/PLAN UJ 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE w O a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE j 1n NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2"xg" WEDGE ANCHOR W/ 2" STM. PLATE TO BE PT. O a SECURED W/2-PART 708E PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO g a EPDXY. MIN. EMBED PLATE EPDXY 5-/2' EMBED. MIN. @ 18" W SLAB W/10d MASONRY 8", UNO USP SPTH4 OR SPTHB BTM MAX. NAIL i6' Q'C STAGGERED. o FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ N SPECIFICATIONS FOR 10d x 1 12" COMMON NAILS 312E DIAMETER CONC. FILLED STEEL PIPE 6x6 METAL PLATE USE AND PREPARATION OF Z HOLE. FILL ALL HOLES, DO NOT USE 10d x 3" w p SEE SLAB SCHEDULE 4 U M1 Cr SEE SLAB SCHEDULE BASE W/ 12'x8' p O° .} +- p.p• +- 0.,p., ANCHOR BOLTS o'/ O' 40 TOP OF SLAB - _ _` a TOP OF SLAB\.. 4"'HAMFER(1 STORY) �- 60 6" CHAMFER (2-STORY) 1'4" • 4 EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL C INTERIOR CURB FOUNDATION WOOD WALL BOLLARD MONOLITHIC FOUNDATION � SCALE:34".1'-0 (W/UPLIFT) v SCALE:34'.1'-0" {NO UPLIFT) scALE:a/a"_1'-0" BDALE,3/4..,,-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HE IGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING z WALL W/ SYP No 2 STUDS SEE S PLANS FOR SPACING. SINGLE I;rF a BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL PROVIDE DBL TOP PLATE 16"O/C STAGGERED. S ¢ ul 00 U ¢�a O N 8" CMU WALL 'p z POURED LINTEL CONT. (iYP.) +' 0'-0' 8" CMU FILLED CELL (TYP.) SEE SLAB SCHEDULE TOP OF SLAB•'•': fD . _I, 2X WALL FRAMING LAB SCHEDULE 12" DIA. USP 72508D BOLTS 5" TOP OF SLAB Z p MINIMUM EMBEDMENT INTO aR D' COLUMN PAD GROUTED CELL, 4' FROM ENDS AND e D UNDER WALLA ND 16' O.C. VERTICALLY MAX ��• ONOLITHICALLYWRH —--ice:FORWx2D,BAR _ ---'---ION AND SLAB SCHEDULE < •,� �SEE OR WxD, BAR SIZE • • • /E AND BAR QUANTITY ✓ AND BAR QUANTITY ��INTERIORFOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO gCALE:�4•.1•p- (NO UPLIFT) p FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4".1'.0" SCALE: 3/4".1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a b0 esigngroup.com AA A: 0003325 a m 0 W G [y: a F, 9U13DIV. & LoT: SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL 4EAB "1672-ARIA" GARAGE SVrMG: RIGHT PAGE: DETAILS 23'-10" 18'-10" 10'ti" ---------- -- m a El 0 O N Y 4 F v 4 . o -10" 17'-0"�. DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.ean L AA 8: 0003325 F W h W a 0 ti a SUSDIV. & LOT: SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL.• 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DOWEL PLAN 0 MPH EXP. B lo C A. PRINT 08 16 18 DATE: SCALE: 1/4"=1'-0" SHEET S1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. � Z ° - 4 ° TO HORIZONTAL REBAR W/ 10' HOOK - GROUTED BOND BEAMi VARIES PER ELEV. - Z — a S I' • S 8 lyr M8 BARS b I. 10'HOCK ° �• ' •per �.._• •°�4=• • -�_ CLEAN OUT REWIRED Zoz p(i3j-D" 0 ¢x FOR INSPECTION •. ° I M 0'-0" FIN. FLR. m -, •a TIE ERTICALREBAR ° a TO HORIZONTAL a a 4 REBAR W/ 10' HOOK SAR SIZE 48 BAR DIA. 1 -0 Z W M �U N3 18' M6 30" M6 36' SIONS m ARE NOMINAL SNZES OFFSET METHOD CONTINUOUS BARSZE 488AR DI0. HORIZONTAUVERTICAL x� 42 HORIZONTAUVERTICAL0- METHOD 1 04 24 �MASONRY SYMBOLS REINFORCING �� REINFORCING SCAlE:3/4".1'-0" SCALE: 3/4°"1'-0' 1441 N. RONALD REAGAN BIL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.e bdselgngroup.com AA N: 0003325 Z w O a 8VHD2v. & LOT SILVERADO LOT 5 BLK 11 PROJECT* 04128.001-05111 MODEL• 4EAB "1672—ARIA" GARAGE SWING: RIGHT PAGE: DETAILS Rd" A A86UOHRCRA L AR NO 93723 ll 08/16/18 SCALE: 1/4"=1'-0" SHEET s1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP DTC W/ (13) 1 Od x 1 1/2" HOG NAILS. SMALL JACKS <W MAY BE NAILED W/ (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE C NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE $ DESCRIPTION REMARK D (2) 2XS BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B.-TOP OF BEAM / B.O.L. -BOTTOM OF LINTEL / T.O.A.-TOP OF ARCH / T.O.S -TOP OF SLAB ABBREVIATIONS E.E.. EACH END, OIC. ON CENTER, F.E.S.. FROM EACH SUPPORT, T.O.. THROUGHOUT MARK DESCRIPTION lft W�, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE 3PACING BB1 MASONRY 3000 SX8 (i) N5 N/A I GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 0 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Cwa71�Pe SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL LOAD LF Y'� I*— SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH TYPE BUS eRwe eats-0a eFtwe eFMm arum e72em eF32•m TYPE LENGTH R18 ✓fie RCMU TYPE LENGTH BF.T est2-rt Will -I • SM, erai-tT IFWIT OFWIT emNT WIM aFun eF2an W -n OF2&0 e0`32a T-8' (42-) PRECAST 2111 rr (421 PRECAST ion IOTA Iwo 54r (47) PRECAST 1801 m em4 4m4 mm alas tam teen gem 3524 4304 a2m elm tam W4r 40' PRECAST ( ) t986 4'-0' (4e� PRECAST 7B6 769 1309 4'4r (19') PRECAST Iam 23% Mm mts Am /eM am lam tam aa10 m1a daro eaM m» 4'-r 64 PRECAST ( 1589 4'4' (54� PRECAST SB1 1073 4'41' (64T PRECAST 12" 20m 27m 3n6 400 4111 sm 1207 200 2707 3s76 400 4711 m2a 64' (01-) PRECAST 1217 54' (6a'7 PRECAST 411 411 745 5'4' (64-) PRECAST tote m , 2aM 239 gem 3mi 4122 1me Ins 2270 tam M %01 40T2 5'-10' (70') PRECAST 1082 5-TO' M PRECAST 340 330 Ste F-10' (70') PRECAST am t567— 2aoa a1m arm CID /M last MOD 2sm 3107 3120 41m e'4• p8') PRECAST 900 5$' (78') PRECAST 507 721 490 V.T lt6') PRECAST 1a t MM aMl1 n12,m ms 1401 1Me 2sM itm 3261 3712 T-W Ion PRECAST 143 T4• ( PRECAST 424 634 US Tor (� PRECAST IV , MM 2m a2M m 12a4 tmd 2495 2425 Zen a2M 94' 01Y) PRECAST 554 94' (IM PRECAST 328 512 230 S4' (112) PRECAST e» tm 11 104 1e/ 21n 2e00 am m2 isle 1Me Im 2204 MID 10'B• (12W) PRECAST 475 10o4r (12C) PRECAST 284 401 ISO 1014r (126) PRECAST 6e0 DID we Ilm 14M 1 20tI am so Ilm 1472 IMe 20m 2J48 11'4- (138') PRECAST 312 11'4- (13e') PRECAST 200 452 154 11'4' (13n PRECAST 414 601 mD Ion tz7 let vas m4 1m I lm2 tell 1215. Mo. 17-0- (144•) PRECAST 337 1Z4r (144-) PRECAST 244 402 137 174r (144� PRECAST 4m 4m IN am 1 1 tam 4M am /m I= 1 ist0m =6 I34• (IW) PRECAST 2B8 I7W (I00•) PRECAST 217 32A 110 134' (18n PRECAST 41" See'm7 M' ee 064 11 11M 4M 40D 710 44m M 1 1m7 I'Wr (168') PRECAST 279 14.4Y (166') PRECAST 2W 293 100 14.4r (1S8') PRECAST 364 aaew aa0 ta4 eN 1 12M 4% 425 717 lam 1 i 1407 t4'-Y (778) PRESTRESSED N.R. IN-r (17C) PRESTRESSED N.R. 284 91 14'-0' (176-) PRESTRESSED M° 246 m0 sm °m m1 e2s m0 aM I e2 Im 1tN Im 164' (1S4') PRES11E89ED N.R. 154• (1W) PRESTRESSED N.R. 250 83 isw (1e4) PRESTRESSED 20I 2m 311 sm 4ee Me en 1m A 7m I2mes 911 1m4 Im trd• (TOSS PRESTRESSED N.R. 1r4' (208') PRESTRESSED N.R. 194 64 Ir4' (20B') PRESTRESSED 1m lm 2m am 400 NO MI 740 me in Int ma 1473 1914' (232') PRESTRESSED N.R. IS4' (232) PRESTRESSED N.R. 148 52 19'4- Mn PRESTRESSED 1m m me 447 a4f eA m 1m 2m 420 m n" 841 1 1� 2t4' (25n PRESTRESSED N.R. 21'4' (MI PRESTRESSED N.R. 125 42 21'4' On PRESTRESSED 742 M4 mt M. 410 em a16 Ill In M2 to ]ta 2m m7 aM to 412 I N 6N 100 em 27-0' (264') PRESTRESSED N.R. 27-V (284•) PRESTRESSED N.R. Ila 40 274 (264') PRESTRESSED 1n IM 7a9 1M 364 M1 613 e42 em 41e am m2 11/ mt 24'-0' (2SB') PRESTRESSED N.R. 24'-W (286') PRESTRESSED N.R. 91 33 24'-0• (�S-) PRESTRESSED lid ME Me dm me tno0 eM - -.--- tM !m - --_ NO --_. om _.- eel -_ far __ 1ffi (N) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (N) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESISARE 40 FIELD ADDED PERCENT REBAR. • ALL VALUES TARN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE N: 16-0126.03 O���OOm 'm�00m0� �IO���mmll m�m0000 0m00�10� ��00000 0®om�om 0®omomci" �000��0 �m00mC.4".�@1 0�00��0 OD®0©00 avlommo®o O�00m00 0©IIIi�7m�E�0 ®0�mm00 oomomamo ©i4:7m0m®0 ii0�Om0�� D��m�lla�ll® 0000�00 D��m00m f0000000 0�000111�11� �DOi0i000 tvoo�ooaly i00���OiO 1 ♦ _ ®W 8F16-i T/0AN0B 8F16-1T/0M/0B 8F16-i T10M/0S 1 I e ♦♦ a m ♦ m 2 o° I i ♦ I d to ♦♦ Q d4 a� i i N d I ®♦ LL 4m GT Id ' I / s dd 1 ♦ ® 1 i d t ®i dd 1 ii dt 1 i I 1 i I 1 ♦ > 1 i♦ Or 1 ♦i !® 1 4 I 1 ii dd 1 ♦ ♦ a i d f Y 1 f a a f 1 1 1 1 1 t ! 1 1 a 1 t 1 1 t 1 1 f f t 1 1 t ! UNO, PROVIDE BB1 WHERE 1 1 ROOF TRUSSES BEAR, TOP f i OF WALL EL. 6'-8", UNO. t 1 i 1 1 a t 1 1 1 1 f t I t a 1 0 d.y ♦♦ i a ♦ 1 r i a 40 dd 1 1 d d f i di #d I t 41 I f ♦ 01 ! I yed 8RF14- IT/oWoB i I tdd ®d 1 I ® I 1 1 t 1 ddd® ddI 1 f 1 dd 1d 1 I i 11 8F76-1T/OM/08 1 BF6- 1 8F28-1T/0M/0B 1 1 {�> d 1T/OANOB 1 1. LIFT BEAM PLAN SCALE: 1/4". V-0" IN �' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774�6078 FAX: 407-77440TS wwwabdeslgngroup.00m AA 8: 0003325 w 0 �4 A F I?RiNT' OS 16 18 DATE: SCALE: 1/4"=1"—O" SHEET s� NOTES TO THE INSPECTOR/CONTRACTOR TVp.B"x8" 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REWIRED PLACE 05 BAR IN LINTEL. bi \' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING \,\\ PLACE STEEL HEIGHT. REINFORCING (12) 4. THE LAST COURSE WILL BE A BOND BEAM WITH #5 BAR CONTINUOUS AROUND ,\�OF (1) G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 105 TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYR. 8"x16' �p S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL COURSE OF BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1 / TOP OF THE LINTEL. THE LINTEL. VERTICAL REBAR W/ HOOK / �\ P�Q e. LINO MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 10" ps+bq� OND TOP OF DBL. 8 #5 BAR BOND BEAM BEAM W/ (8.16 El jH \Q�\ EACH COURSE 8x8 BCND BEAM TOP OF '\V\O W/(1)05 BAR .•�. BOND BE 30" TYPICAL OQ� F. FILLEDW/GROUT .\\A U. UNFILLED GROUT SOLID FROM TOP \O NOMINAL LINTEL TO TOP OF BOND OF OPENING # OF #5'S, IN 2ND BOND WIDTH BEAM BEAM COURSE #6 BAR IN BOND BEAM SEE NOTE 5 A M\a EQ 6-1 T/ 1 M/0 B Bxe PRECAST CONCRETE NOMINAL LINTEL W/(1)#5BAR (L2) LENGTH OF BAR. WIDTH OF MASONRY 6 OPPENING - 2' e HEIGHT #°F#BEAMC BEAM DESIGNATION CORNER BOND BEAM COURSE OR REINFORCING OF BOND BEAM IT IS THIS ENGINEER'SINTENT #OF#5'S, BOTTOM 8x8 PRECAST CONCRETE G SCALE:3/4'.V-0" 1 THAT XFXX-iT/i M/oS NDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL. W/O STEEL (L1) REFER SCALE: 3/4'-1'-0' AND XFXX-1T/OMfOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS TOP Of OPENING PRECAST HEADER(MIN) SINGLE BOND BEAM DREAM 2x4 (MIN 2 X 3) l-W6 AT HIGHER TAPCON OR DRIVE PIN (MIN SHANK SIZE.W MIN HEAD WINDOW SIZE .300 MIN EM8EDMENT 1 SINGLE BOND BEAM 11418" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 05 BAR BENT ASSHOWN PRE -CAST _o, 1/d' 2x6(MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW C SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/418' `v SLOPE FROM EACH END AND 18' 10, 2�' 14/4' w EMBEDME TN c ( 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SQE .300 MIN EMBEDMENT' SOLID BLOCKING BAR TO BE PLACED IN /�Xl 11418" FROM EACH END AND SECURE TO SHEATHING W/ Up UPPER AND LOWER #5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1.1/4" MIN, 2-12d PER BLK. EA. END VCMU BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSB SHEATHING STANDARDACIHOOK TYPICAL MASONRY WINDOW WALL SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP `/� SCALE:11/2.1'-0 J 5 SCA E.34.1-0 3 SCALE: 3�4".1'-0' PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL SINGLE #5 CORNER A BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM a II I II I�8x8 II CMU PIER PROVIDE M5 BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3�4'.1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdesigngroup.00m L AA #: 0003325 m 0 y0. V w O 4 a �p1 h SUBDIV & LOT: SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL' 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS RCANo a ABOUCQACRA , AR NO 93723 PRINT 08 18 18 DATE: / SCALE: 1/4"=1'-0" SHEET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP OTC W/ (13) 10d x 1 12" HOG NAILS, SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ IOd x 1 12" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LEE SHALL BE FABRICATED W/ A 2.6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES, 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTK)NS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST S" FROM THE CENTE R OF THE COLUMN. 14-LY G: 496 LBS U:-145LBS 1-PLY G: 671 LEIS U: .1342 LBS 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS 8 SECURE TO BM, W/ USP HLPTA75 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4". V-0" 1-PLY G: 2032 LEIS U:-1280 LBS G: 2013 LEIS U:-1006 LBS G: 1569 LBS U: -897 LEIS G: 1079 LBS U:-662 LBS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77441078 FAX: 407-774.4078 wwwAbdesigngmup.com AA 0: 0003325 m y W y. 0 w O BLTHDN. do I.OT: SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL• 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: FRAMING PLAN DATE." 08/18/18 SCALE: 1/4"=1'-0" SHEET s3 A-USP DTC TRUSS ANCHOR 8-(1) USP DTHA20 TRUSS ANCHOR (1 PLY) WITH (18) l Od x 1 12" TO TRUSS C- (2) USP TA20R TRUSS ANCHORS (2 OR MORE PLY) WITH (10) 1Od x 1 IQ' NAILS TO TRUSS.PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. DBL STRAP,1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) WOOD FASCIA SEE 'CHTTECTURAL 2xe CURED W/ (2)16d LV. COMMON NAILS. ! SECURED W/ 10d LV. COMMON NAILS O/c MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WAUJFLOOR SHEATHING FASTENER SCHEDULE" ENGINEE RED WOOD TRUSSES 0 24. 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT. 1825 LBS (1 STRAP) (1 OR MORE PLY) B ALLOWABLE UPLIFT. 2430 LBS (1 STRAP) (i PLY) C ALLOWABLE UPLIFT. 2410 LBS (2 STRAPS)12 OR MORE PLY) is�TYPICAL TRUSS/ 11GIRDER CONNECTOR(S) 3/4" T 8 G SUBFLOOR GLUED AND SCREWED AS PE R SCHEDULE PRE-ENG FLOOR TRUSS 5/8' GYPSUM BOARD OR 12' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 20 WOW BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DSL TOP PLATE PROVIDE BLOCKING 12" GYP. WL BD. FLOOR TRUSS CONNECTION @ L.B.W. (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >5/8" HOLE DIAMETER < 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY HOLE EDGE >N" BTM. HOLE DIAMETER PLATE <3/5'13 COL. STUD �STUD BORItJG LnIMITS ENGINEERED WOW TRUSSES* 24" O/C, SUBMIT SHOD DRAWINGS FOR REVIEW AND APPROVAL (2) USP TA20R TRUSS ANCHOR WITH (18)10d x 1 I Z NAILS TO TRUSS. PROVIDE S' MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR 2x WOW FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2)16d GALV. COMMON NAILS. 1 x2 SECURED 1 MASONRY BOND BEAM GALV. COOMMONN NAILS SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" (A) USP RFUS STEEL CONNECTOR WITH (4) 3/4"x6• WEDGE BOLTS AND (12) WS3 SCREWS (8) USP USC" WITH (2) 3/4"z8" WEDGE ANCHORS AND (8)16d NAILS (C) USP USC^ WITH (4) 3/4-x6' WEDGE ANCHORS AND (8)1 Sd NAILS IF 4 BOLTS ARE USED ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS 12 O/C A ALLOWABLE UPLIFT. 7910 LBS (4 WE DGE BOLTS IN RFUS) B ALLOWABLE UPLIFT -10223 LBS (2 WEDGE BOLTS) C ALLOWABLE UPLIFT. 12643 LBS (4 WEDGE BOLTS) �_'� TYPICAL ROOF '` `�' GIRDER CONNECTORS) BCALE:34'"''°" LSTA1220 GAUGE W/ 10dx112 HPG COMMON NAILS. 0 EACH END TOTAL OF 10 FLOOR GIRDER HTT4 W/5/8•A.S. WITH LAIJ MIN. 7" EMBEDMENT TO SLAB 8 (20)16d x 2.12' NAILS TO POST. POST TO SIT DIRECTLY ON SLAB DGIRDER/WOOD POST CONNECTIONS SCALE: 3/4".V.0" A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE -BOLT, 5" MIN. EMBED (20) 16d GALV, COMMON NAILS AND (8)1 Sd VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"' USP WEDGE -BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 C - USP THDH28.2 G < 2400 LBS, U < 2560 LBS W/ (2) 3/4"' USP WEDGE -BOLT, S" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THDH28.2 G < 4800 LBS, U < 2660 LBS W/ (4) 3/4"' USP WEDGE -BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 E . USP THDH28.3 G < 4800 LBS, U < 2660 LBS W/ (4) We' USP WEDGE -BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)1Sd VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4".V-0" # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND 14) 1 W x 21/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4" x 21/4' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR J SCALE: 3/4'.1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d 0 EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X43RACING IS PRESENT AT COVER 5 TRUSSES) 4'-01 O.C. (AT SHEATHING V-0" TO 30'-W (1) •X• BRACE SEAMS) 30'-1"TO 69-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X' BRACE 0 CENTER TO BLK W/ 12' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET W HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'. 8" STFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d%0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. 6 NOT USED 5'EDGE CENTRAL SPACING SPACING SEE SEE t;BRGOR�BTM. CHEDUL SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. END OF FRONT AND REAR LEDGER SHOULD to Z LAP A MIN OF 4'-0". Z 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS SHOULD NOT BE ANY CLOSER THAN 6" O/C. S. W LIEU OF HILTI PAPS, 1l4" DIA. x 3" MASONRY SCREWS (TAPCONS) MAY BE USED, SAME (2) _PT SPACING REQUIREMENT. LEDGER SCHEDULE MARK SRE BOLT SRE SEDOESPACING CENIWALSPACING A DOUBLE 2x8 12' 8" O'C 16' O/C B DOUBLE 2x8 3/4' w O/C 24" O/C C DOUBLE 2x10 117 8" O/C 16, O/C D DOUBLE 200 3/4" 8" O/C 24" QIC E DOUBLE blo 3/4' 6" O/C 16" O/C F DOUBLE 2112 3/4' 6' O/C 12" O/C 10 WOOD LEDGER DETAIL SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END PRE EENG1D TRUSS SCALE:3/4'.1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWING AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. ALTERNATE MATERIALS 11 SCALE: 3/4".V-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774,5078 FAX: 407-774-4078 wwwabdeslgngroup.com L AA M: 0003325 , W y y z 0 D Fes+ a. r sUDDIV. Se L10T: SILVERADO LOT 5 BLK 11 PROJECT* 04128.001-05111 MODEL' 4EAB "1672—ARIA" GARAGE STfMG: RIGHT PAGE: DETAILS 150 MPH EXP. B PRINT DATE: 08 18 1B sCAL,E: 1/4"=1'-0" sxEET s3.1A FLOOR DECK SE ATXNJ EACH TOUS$ W/ ()16d COMMORED TO BLOCKING SECURED TO WALL\YA EACHTRUSS W/ (3)16tl COMMON W/ (6) 3/18" °x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATEDEITHERTOPOR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING 1 SCALE: 3�4".1'-0" USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USPLFTA6W/(16)Bd EACH END COMMON NAILS, EACH FL#17264 END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTw BTM FLOOR TRUSS OR PLATE STRAPS W/ 10dx 1 GIRDERTRUSS 12'HOG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE:3/4'.1'-0' DBL PT 216 BLKNG BETWEEN TRUSSES W/ IOd 0 3' O.C.1ST PLY INTO LEDGER AND 10d @ 3' O.C. STAGGERED UPPER PLY 9VT02xe BELOW B' CMU WALL REINF PER PLAN _PER ELEVA 0 0�[ Qa�w ER VATION m� 1X2 FIRE -STOP -- NI #8 WOOD SCREWS x 2' LONG 0 3' O.C. STAGGERED OFF CENTERLINE OFF 2x6; SHOWN NI USP A3 EA AL TRUSS 4" NAILING PATTERN PRE-ENGINEEREDW000 FLOOR TRUSSES (SEE DBL2X_LEDGER FRAMING PLAN SEE SCHEDULE0 SECTION DETAIL AT TRUSSES BEARING �,�ON EXTERIOR WALL SCALE: 314'.l'-0' #8 WOOD SCREWS x 2' LONG 0 3' C.; STAGGERED NI AS SHOWN DBL 2X8 LEDGER TO CMU W/ 12" EXP, BOLT 8' CMU WALL AT 16" O.C. AND 8' FROM NI REINF PER PLAN END W/ MIN 5.1/2' EMBED. FLOOR DECK PER ELEVATION NAILING PATTERN PE ELEVATION m�2x6PTING FLOOR TUSSES WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILERW/ FRAMING PLAN) ¢ Qa��PSECTION MASONRY NAILS 12" O.C. 1X2 FIRE -STOP DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 2x6 BLK74G BETWEEN TRUSSES W/ I Od @ 3' O.C.1 ST PLY FLOOR DECK 2x4 CONT. W/ (8) 16d NAILS INTO LEDGER AND IOd 0 3" O.C. #8 WOOD SCREWS NOTE: ®TOP OF FLR TRUSS STAGGERED UPPER PLY INTO x 2" LONG @ 3" O.C.; NI 2x4 BLOCKING @ EA BRACE. TOENAIL INTO TRUSS W/ (4) 18d STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHCWN 2x4 BRACE 0 48" O.C. w/ (5)12d l'-4' MIN. FROM 2ND. FLR FLOOR DECK NAILS 0 EA. END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU Wl 12" EXP. BOLT NI 8d RING SHANK NAILS 0 4' O.C. MAX 0 ST. OF FLOOR TRUSS 8" CMU WALL AT 16' O.C. AND 8"FROM INTO BLOCKING (ST. 2X6 IS FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-1/2' EMBED. 16d NAILS 08' O.C. MAX 1X2 FIRE -STOP PERELEVATION FLOOR DEC III �/4, PER ELEVATION PER ELEVATION NAILING PATTERN 2w PERELEVATION a PER ELEVATION PER ELEVATION If 2x4 P.T. CEILING PRE-ENGINEERED WOOD 24" M FLOOR TRUSSES (SEE PRE-ENGINEERED WOOD NAILERW/ FRAMING PLAN) PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) MASONRY NAILS @,2 G.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA160 EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM RED. TRUSS (VERIFY W/ 1 X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA18032"MNC.I TRUSSFL#1 PLAN) AT TRUSSES PARALLEL (VERIFY W/ TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN)FL#17WO AT PARALLEL /PERPENDICULAR 5 scALE:3/4".1'-0" PRE-ENG FLOOR TRUSSES NOT USED 6 O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL.PRE-ENG AT FIRST TWO BAYS 4'-0"O.C.(AT PRE-ENG'DWOOD O GS SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS 0 O.C. (TYMAX NOT SHOWN FOR CLARITY) PER FLEVAnON \�- FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE SIB' GYPSUM BOARD OR 12" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2' A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SVP NO.2 WASHER SET IN HIGH W/ (14) 1Od GALV, COMMON SECURE TRUSS TO TOP PLATE wl (2) WOOD POSTTO STRENGTH EPDXY 6" MIN. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTWC2 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO M P,T, LBS W/ (14) 1 Od GALV. BELOW FOR PLATE W/ 12d's 8' O.C. MAX COMMON NAILS EA, 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED STM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING a. USP SPTH4 OR SPTH6 STM 112' GYP. WL BD, AND TOP PLATE ANCHORS W/ 1 Od x 1 12' COMMON NAILS SECURE BT, PLATE TO SLAB W/ CONT. 20 SECURED W/ (2) 10d'# 0 EACH FILL ALL HOLES, DO NOT USE 3" 12'x9' WEDGE ANCHOR W/2' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. 10dx EPDXY 5.12' EMBED. MIN. 018' 1 Da 1 t)b 1 OC OC MAX SCALE: 3/4'.1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'.1'-0" a TRUSS TO POST CONNECTION A - USP MTW-12 U < 1195 LBS W/ (14)1 Od GALV. COMMON NAILS. FL#17244 • # B - USP HTW-20 U < 2045 LBS W/ (20)10d VALV. COMMON AILS. FL#17244 C . USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSSWI(4) 10d GALV. COMMON NAILS TOP, IS 1 Od GALV. COMMON NAILS FACE, 02) 1 Od COMMON NAILS BACK, (1) 5/8"°A.T.R. TO PHD4A AND (10) W83 WOOD � CONNECTION @ L.B.W. SPOS TOTSLABCONNECTION 7L#172419 � ��TRUSS SCALE: A&B -USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FLX17239 USP PAU46 POST BASE <U2,266 G:13,815 W/ 6/8 DIA. x 6' EXP. SOLT FL#l7239 C. USP HTT4 POST ON SLAB <UA,465 W/ 5/8' A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (20)16d x 2.1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 Www.abdBNgn9mup.com AA M: 0003325 'a Iti m O R Ipiplplll IIIpVllll i ioipill VTT SPACING (1) AT EACH END VTT-- AND 9-1)"O.C. MAX. \. 14'lloll of 0 SIDE VIEW PRE-ENGINEERED r7'�_VALLEY TRUSS CONNECTION 1 1 f SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngmup.com AA 0: 0008825 w w 0 a ti E ui3mV. & LAT: SILVERADO LOT 5 BLK it PROJECT# 04128.001-05111 MODEU 4EAB "1672-ARIA" GARAGE 3VfMG: RIGHT PAGE: DETAILS 50 9CAL.E: 1/4"=1'-0" 1 s3.1c iE v :l E E Ew NIP gOpF il`�F ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 .8.97 PSF 09.97) ZONE 2 .17.9E PSF (27.98) ZONE 3 . 33.53 PSF (43.53) "A". 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150MPH WIND EXPOSURE:"B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16- O.S.B. OR 12• CDX EXT. PLYWOOD, FOR CEMEN71TIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4.O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4' O.C. EDGEWISE 2c4 BLOCKING ALL PANEL JOINTS W/ H V OF GABLE FND. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR SHANK Sd RING SHANK, 212" 0.1201 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) ad SCREW SHANK 2IQ, 0.1201 PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GLJN NAILS @ 4" O.C. TOP & BOTTOM EDGES _ z9 W . (7 LL J Q U N O ® z q2a J C7 CO LL N V) a. TOP CORD BLOCKING ATW O.C. MAX. IN FIRST2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING —� BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING - Sd RING SHANK GUN NAILS 0 6" O.C. IN FIELD' 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 212" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12. O.C.-la FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33.W MMAGGiEGCTE S MSFU4LBE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL. PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8% AIR ENTRAINED CONCRETE DPOSOTOEPATHORWEATER NON -BEARING WOOD WALLS TOP PLATES& STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC4R 2017, 61h EDITION ALL EXPOSED EDGES OF CONCRETEAIE TO BECIWAFBEDW. ALL WOOD FOR BEAMS BEARING WALLS SOLE PLATES TOP PLATES BRACING LEDGERS BLOCKING, NG ACI BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0. 20R BETTER. Fb. 1100 PSI AND AMODULUSSHALL SS-14, FOR STRUCTURAL CONCRETE, ACI590-13/ASCE&13 AISI SPECIFICATION FOR THE DESIGN OF POLYETHYLENE VAPOR UJDERAl19IABBONGRIXRDYRENE INDICATED ON BE ELASTICITY .1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL 8E COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS WITHHARMERHMEMBRME DRAWINGS. SEAMS LIMXX18 DMWING8. SEAMS LAPPED BINCHEB AND SEINED WIIHAOFEBNE TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DL90DIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF OA2 PCF FOR DOT OR MORE, NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NOS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Sh EDITION. SEE NAILING SCHEDULE ON PLANE. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2, STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REOUIRED BUT ARE BY OTHERS. SW' #2 IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1S5, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WITH 2' CHAIRS SPACED T-0"OC, EACH WAY. STRESSGRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF DON/ AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM ASI S GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4,'DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPNVTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED 20 psf TOP CHORD —or—lord TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' 06 BAR - 38' WOOD TRUSSES. 10 pef BTM CHORD - -mncw d A MS BAR - 31BAR - 42' PROVIDE 98' x 93' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASSA-1982 15 pef TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTNG (7 PSI wl ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 PAf STM CHORD 5 Psi BTM CHORD MINIMUM 10 INCH HOOK$ OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: 10pd WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 pet TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL WIND: DEAD LOAD SPEED.160 MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE , RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTALTO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO.TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABGNGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBLET PROPOSED MIX DESONS, NTH HISTORICAL STROM DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE 8UAPSHALL NOT EXCEED 5" M-PRIOR TO TIE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIFOADITSOFACI 3DI ANDAMMC&4OR MEASURING. MIXING, TRANSPORTING ETC. OMMIT TTOFTS SWQLBE T&ESTAAPED WHEN CONCRETE IS HATCHED. THE MAXIMUM TIEALLONEDFROMNHENWATERISADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED BO MNUTE& IF FOR ANY REASON THERE 13 A DELAY IN SUCH THATA HATCH IS FELD FOR LONGER THAN 80 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SIWLL BE THE RESPONSES. fV OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMR ANCEWITH TH ABOVE. REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE ASFOLLOW3: A 3'FOR CONCRETE CAST AGAINST AND PERMAMMY EXFOSEDTO EMR100LIDATIOINS): B FOR CONCRETE EXPOSED TO EAMAlOK MAT1ER, 1-IM FOR 05 AND SMALLER T FORM AND LARgER C. FOR CONCRETE NOT EXPOSED TO WEATHER SIP FOR SLASH, WALLS AND JOISTS 1-12" FOR BEAM AND COLUMN PRIMARY REAFORCEAENT, TEE, STIRRUPS RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT. SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 'SPECIFICATION MASONRY STRUCTURES' (ACI 53D/ ASCE STMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C40, GRADE I" . 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM 0476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3(B' ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF e' TO 10'. USE ONLY MECHANICAL VIBRATION , I STA CONNECTORS" BY USA, OR EQUAL UNLESS NOTEDOTHERWISEON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE 312E AND NUMBER OF BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE'W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING, LAP VERTICAL REBAR 3 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL., FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy. 36 ksl FOR ANGLES, PLATES, AND *SHAPES. STRUCTURAL TUBING SHALL BE ASTM A -SOD, GRADE B, Fy . 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B. TYPE E OR S, Fy - 35 ksl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER A.U.— 812E 1TYPE BPAOK2 RE.— MPL.— B12E TYFE I AOW3 I RENAWS PT FU-70 �•2"ABONRY/CONC. a OC OAMOE DOp .. TO MASONPYCCNC. SEE DETA0. BEE DETNL BEE DETAE SE E DE — 0. to PT, 9EENOTEO CA6�LARNEDCOL STAOOEIiED FD OARAOE DOORBAxt TNE-BTWYTo SEE DETAL SEE DE— 9EE OETPI SEE DETAE wWDow euac .. PT, SEE— DAeE HABOErA:DODE ED w.1. "na°""',mNL ""°°"'rr'L°"c. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS EM.9WM0 W011 BULKL PT, SEENOIFe t,B•° NO WASHER TAPLCK A9TNER it?E"BED,eEND. Dlei.,t tt2•EDOE DST. NON-0FJPoNO W000 WALL TO CONG SUB L!• ExPAN9p11 ¢20C D.fEFO W/WASHER BOLT .YEDBEOSt. %°PAf T219 POC P'E PT TO STEELC SEE So. DIET-ft? NOTES .1.E1 BTAGOFPFD EDGE DSi. i�STA$PLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PA F SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUREMENTOF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGYVOOD, FL 327S0 PH: 407-7746078 FAX: 407.771.4078 www.abdesigngroup.com M: 000332E (r m y W O O F euimrv. & LOT' SILVERADO LOT 5 BLK 11 PROJECT# 04128.001-05111 MODEL 4EAB "1672—ARIA" GARAGE BVfMG: RIGHT PAGE: DETAILS 0