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Home My WebLink About6866 Wagon Trail St99 175100 ., E UVILLE99 ""M"N � I WORK SHALL C0 'l� NODE,REVAlL1NG ALL CODES FLORIDA gUILDI NATIONAL ELECTRIC CODE, AND THE C►TY OF ZEPWYRHILLS ORDINANCES '000' H 0M ' E'L6��1 Div 1E\Y ?i I -Ty ov 2F-PHY� fi EXA 12602 TELECOM E)RIVE, TAMPA, F1 33637 Te1= (813) 740-9720 Fax. (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL 8TH EDITION (2017) FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES ABV. ABOVE MPR. MANUFACTURER AIC AIR CONDITIONING MIN. MINIMUM AD ADJUSTABLE M.T. MOUNTEDRESHGLD AmiI ALTERNATE MTD. MOUNTED AMP. AMPERAGE MIL. METAL BD. BOARD N.T.S. NOT TO SCALE CL CENTERLINE O.c. ON CENTER DATE DESCEMON ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) -OCCUPANCY - RESIDENTUL, GROUP R3 :CONSTRUCTION TYPE - VB •YIN. MOOR FDW - CIASS B -BASIC WIND SPEED - VWt=150 MPH Vasd=116 MPH -EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESDIENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES CAB. CLG. CLR_ CLR cPT. C.T. D. DEL. D.G. DM. D[M. DISP. DP. DR. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR PL PROPERTY LINE P.B. PUSHBUTTON PH. PHONE PH. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R. RISER BAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLID CORE EXTDR PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" P G El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG Ml-MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: as. DTL. EA DOWNSPOUT DETAIL EACH DISHWASHER SD. SMOKE DETECTOR S.H. SINGLE HUNG S T. SHEET SHTHG. SHEATHING PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS SQ.FT. CALL. S LIVING 1151 SQ. FT. GARAGE 426 Sa FT. TRY ib SGL FT TOTAL 2213 SQ, RT. PATIO 8® SA FT ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 ELEV. ELEVATION SHWR SHOWER LAR �. EXHAUST F SLIDING EXT. EXTERIOR SL. GL. SLDING GLASS F.GIFX. FIXED GLASS STD. STANDARD P.G. FUEL GAS SINS SHEAR WALL FIN. FINISH SECTION FLR. FLOOR TEMP. TEMPERED GLASS DR. FRENCHFLUORESCENT TOC. TOPOFCURB FIG. FOOTING T.O.P. TOP OF SLATE G^. GAUGE T.O.S. TOP OFSLAB GAR. DISP, GARBAGE DISPOSAL TYP. TYPICAL Fax: (407) 774-4078 G.F.I. GL. GYP. BD. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD U.N.O. UNLESS NOTED OTHERWISE V.P. VAPOAPROOF W. WASHER STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG SIAA—DETAILS N.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HD- HEADER WOW. WINDOW HGT.ORIT HEIGHT W/H WATER HEATER DRAWING / CONTRACT DOCUMENT REVIEW B BUILDER INSUL. LLAAV. LUM. M.C. INSULATION AVA ORY LUMINOUS MEDICINE CABINET W.T. WROUGHT IRON PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A—DETAILS THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG SNI—DETAILS PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYe HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1"I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 W W"Weslgngroup.com AA 0: 0003325 amm; aUDDIV. & LOT: SILVERADO LOT 13 BLK 11 PROJECT* 04128.002-13111 MODEL: 4ENB "1751- NEUVILLE" GARAGE 9Tn NO: LEFT PAGE: COVER SHEET 150 MPH EXP. B 01 DATE: 11/15/18 8CAL C: 1/4"=1'-O" eHEET 64 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 WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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. sn wm 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 HERERSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" THE CONTRACTOR WILL 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 WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0"BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 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, WIND 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 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT, 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 TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING 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 BUILDING 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 (NDS) 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 (TPI.2002) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN 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 WITH CHAPTER 6- WALL CONSTRUCTION. 5, WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR 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. PLtnm3m 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'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM%' PVC (SCHEDULE 40), INSULATED WITH''/:' AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH 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 WHEN 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 R3012(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, Ys" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' 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-C1063-12a 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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 ASTM-C1 D63 -11A AND R703.7. FIRE RE816TANT CONSTRUCTION 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. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER, THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1"I N. RONALD REAGAN 8t LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroup.com L AA N: 0003325 aUBDIV. as LOT: SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 mODEL• 4ENB "1751- NEUVILLE" GARAGE 91TWG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B I' DAA E 11/15/18 aCALE: 1/4"=1'-O" a*== GN olttlo o,ptttttttllolllttttttptlo oltttttliitttl!itio oUtt!o— olt!io i C � r - - - II0 o 2�.hTj I - OHM =PAN�� .1' 1 oIll CL&- 11 .r i - -, - - ATTIC ICI AS REa - •PER 5LM FOYER — CODE - - ® ! Ill�tr•1n��pp _ �i�r - - GAUGE Ill QA TRANS.- i „ ----io'IttIO O,IttttttttttlRl�Oaittttttttl':0 DIOIi�'�':_YM'.: O'lt1'OI ------------ olio FLOOR PLAN SCALE. 1/4' • I'-0' EXTERIOR MASONRY SQ•FT. CALC• S WALL Ell HEIGHTS LIVING 1151 8Q. FT. ® GARAGE 426 8Q. FT. ORG. ENTRT 36 Sa FT. TOTAL 2213 8Q. FT. PATIO 80 SQ. FT. OOIfO1B11NDq.AODIp M10 LOND/ 8�9C WID E1POt1E FOR g 8R:01001RIB saw Z01E OWNWOMO 16MX0 MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR OWING IS 5 24/-31 DR. MK CRITERIA B.GD. MIN. 41 5 23/-211 CRITERIA 16010 0.4D. 112 1 5 20.4/-22.1 BASIC HIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT. —II, EXP.=B, MEAN ROOF HT. = 13•-0" 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. callnoLVAlEows DELL. TOP PLATE 9 m BAR DETAIL A SCALE: VV-1'-0. DTL. (,)ARCH SCALE. 1/2 • I'-0' NOTE. -2-8 LCUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 131V (35 hM) IN THIC14NE88, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 m q ao C R SLJZMDM to LGT SILVERADO LOT 13 BLK 11 PnoJECT# 04128.002-13111 acoasrl 4ENB "1751— NEUVILLE" CA %AGZ Sl LEFT PAGE: FLOOR PLAN 150 MPH EXP. B 2r1 J � nwE1E 11/15/18 scwr..E: 1/4"=1'-O" SHEET Al FYPOV LV12X24 OR '------------- EQUIVALENT p SHINGLE Y I ROOF II 12 A �6 b' RAISED 6 l 1� BAND 8 4:12 15 COACH LIGHT I ,B. Wq WA PITCH TYP. S'-S' B(d'aI-GT— V ..8'-8' BRC DECORATIVE SHUTTER eo a j I ' 4B r _ r I I I I FIN. FLF- FRONT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103A S'-a. 0'-0' FIN. FLRob OFF RIDGE VENT OFF RIDGE VENT S'-S' BRG. HGT. N N 0'-O'fIN. FLRI$ ------------- N - - - - - - - - - - - - - - -- N --------------------- OFF RIDGE VENT LEFT ELEVATION SCALE: V4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC = 2193 SQ, FT. NET FREE VENTILATION AREA REQUIRED 11300 REQUIRED VENTILATION AREA 2193/300 = 7.31 VENTILATION AREA SO, INCHES PER FT. (144) = 1052.64 SO. IN. MIN. REQUIRED VENTILATION = .5X 1052.64 IN UPPER PORTION OF ATTIC 526.32 SO. IN. OFF RIDGE VENTILATION AREA • 115 SO, IN. PER VENT 526.32/115 TOTAL IT OF VENTS REQUIRED = 45767 OTAL NOF VENTS PROVIDED 5 'AREAOF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OFWALLTO EXTERIOROFWA NOOVERHANGS INCLUDED FM 71 m a N LIM REAR ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH 3'-S' BRG. HGT. o S'-S' BRG. HGT. a 'a N 0'-O' FIN. FLR o&-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH — - - - - - - - - - 2 11-901- � RAISER ' B'N I N N RAISEC 15AND I l � I -----------' LOUVER DETAIL A SCALE: 1/2 • I'-0' 9'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.774.6078 FAX- 407-7744078 www.abdesigngroup.com L AA M: 0003325 J V m a R 4A w x a I, StJHDm Ae LOT SILVERADO LOT 13 BLK 11 PROJECTp 04128.002-13111 MODEL: 4ENB "1751— NEUVILLE" GARAGE DWING: LEFT PAGE: ELEVATION "D" 150 MPH EXP. B rpDA li/15/18 SCALE: 1/4"=1'-0" SKEET A2 D ELECTRICAL LEGEND DESCRIPTION SWTCH Y SWITCH!Y 4_0�IA40ARD SWITCH MR SWITCH MUTTON ONNEGT T HERMOSTAT -8 E RECEPTACLE (126v/!0-AMP E POLE) .0 IOV DUPLEX RECEPTACLE loV DUPLEX RECEPTACLE (EQUIPPED TN GROUND FAULT R/TAMPER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR W CEP?ACLHATERPROOP/GPI (GROUND FAULT RI�rEw EX RECEPTACLE® EX RECEPTACLE !FLOOR D)ECEPTACLE b (4 WIRE TORI L MOUNTED LIGHT (LING MOUNTED LIGHT T LIGHT LIGHT L SCONCE PRE -WIRE (i T PAN WITH LIGHT 11 CP 1 PER SFTJ YB4 BULB LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE CK LIGHTING 4uwn IGHT WITH PULL CHAIN CABINET LIGHT ORESCENT LWINT (RECESSED) UORESCENT LIGHT !SURFACE 'x4' PLUORESCENT LIGHT (RECESSED) x O 111010166 LIGHT CE88 LIGHT (VAPOR PROOF) (LING MOUNTED LIGHT WITH J-BOX 10PT. RAN LEGTRICAL PANEL (FIELD VERIFY TION) NG MONTED) TED FAN PANOMOUNTED) M PER SOL FTJ TOR (CEILING MOUNTED) 6�— OPENEIR TV •� •�TION OF TV JACKS 4 PHONE OUTLETS 4 FANS TORE VERIFIED w HOMEOWNER FIRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP DRANC 4 CIRCUITS TO Be AMC FAULT PROTECTED PER NBC 2W.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI w ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 80 CFM INTERMITTENT PER TABLE MIDO'IA OP FBGR iTH EDITION (20112 • LAUNDRY ROOM RECEPTACLE SHALL ISE GROUND FAULT CIRCUIT-NTERU'PTER PROTECTION FOR PERSONNEL ON FEEDERS) • WRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 30DA(BX2) • ALL RECEPTACLE TO DE TAMPER -RESISTANT TYPE • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 161E Or LIGHTING MUST 19E i?NERGY EFFICIENT TYPE PER FDL• ENER:7 CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20M_ &U1 EDITION R404J PATIO OWNER'S PRE -WIRED sum CLG FAN �• � �. ,� QRBATROOM I - - 61 l`J `IN PRE -WIRED CLG FAN � • ® - -------------- OUTLET l c o I I I 0 KnrM FOR DW I II nl I u • I i �� ii i jj GFI GFI II ' LAUNDRY • -- 1 W,LC. GFI l I SWITCH IN � I OBWwS WOOD WIRE CABINET OUTLET - - - J FUTURE MICRO. �� I I O_ I PANTRY BDRM,#4 / �O/l'� STUDY LDmu �1 d I 1 �`. BDRM#2 PRE-WIRED\i1 CLG PAN S.D. is � r PRE -WIRED O GFI • CLG FAN 42'AFF- Pa FORS.D. - - - - -1 GARAGE i DOOR % L----- O BOLLARD � PER IREa WALL MOUNTED ' I FOYER I BATH#2 • CODE LIGHT W/SWITCH IN �ATTIC / it WP GARAGE � \ GPI /' �� - . METER t FIELD KEYLESS 0"\ VERIFY to- FIXTURE LOC. IRRIGATION / - ". BDRM,#3 OUTLET • 0140 1 46' AFF. OUTLET CLG. PJ9 FOR i 13F1 CHIMES I I ' PRE -WIRED jENTRY i CLG FAN T I r A' GO LIGHT ELECTRICAL PLAN Or -ALE: 114' . F-0' PANEL: A PANEL: 42 crt Meeker VOLTAGE: 120/24OV-lPh MAIN: 150 Arnp M.L.O. FEEDER: 3-N21D Cu THNM 9 I -XIS Cu (G) In 7 C. OR 3-4410AL TiM S, 1-N6 Cu (G) In 2" C. all. Pal. No, D. w.la cacoo Cocoa W.Y. D.•r, eon w Pal. 19h. .12 I m SVY I600 1 2 m00 Rap. So 2 as e12 1 M mw__/I1ood I= 3 4 w2 I m Small Aptb ISM 6 a 9 am wra wr• m 2 010 012 1 m 1600 T .12 1 m bAFa teal 9 10. I= OF1 m 1 w2 M2 1 m 9rh 0T1 b Im0 11 12 1600 ONho..h• 61 m 1 912 044 1 15 F lir Rev NNI/tiWRAFCI m0 13 14 m Dy.r m 2 910 w4 1 is Gn.rRmn l Co. Law ILrw Ma too 16 16 w4 1 is A9•I,.n / / ATa 90D I] fe I= Aba-GA m 1 412 914 1 ib AF e.aselaa 93 am i8 m I= GaaaI m 1 012 04 1 1 1 15 IHIII 2m Neer/B.tl.3larw ClMCI m m Izo owmala U.e .AFCI m 1 012 1114 1 is SWRI AM Imo m] w m0 pavll.dom✓sn.AFcI 15 1 n4 M4 1 16 M01/13 12 AFa 900 m m too,da••9Naom/W.LC. AFa is 1 04 n m m m 91 92 9 39 w 36 X 37 9B a 2 m A/CN9L1 10 WA III 6a% in s9 41 40 Q moo N.C. AC CU 40 1 A Imtl to h,n.rN Yqv warw•a/a. Sao to1m 1a.4 Ito tl.nar Sala crrrw.ne llm Dwnwld Factor Calculation: ABBREVIATIONS: AFCI: ARC FAULTS ITNTERNJPTER NC NONLU.ICIDENTLOAD OR: OROUNDFMLTNTEPotUP1ER Tar m.tl wq.cebbnmr Ada SM00 FYr lWmewl.ri 100]0 R.,w wmr40x 1T/90 fool A/C btl LOAD CALCULATION 13 BASED ON NC NOWCOINCIDENT LOAD Trr Cmm••Iw Lo.e Wrh m916 TaalAw vb haft./24012Ili G.—I Lin NHla a —pa,M Load TOW AC Fr (Emir LNa Rw3Wl S4 R. NHNr• 19 at 65vwugm at 100% D••w1 CkIW O•a,r Lr 4 R.c P.ml A 10 649 175t 53 12M 6488 Taal wage 6488 PROVIDE n/O CU, THIN . 1w CU IN 2' CONDUIT OR 3 WO AL, T1iN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE COM51'TIO+ SERVICE OISCONECT GUATC 4 AND ISO AMP D0/240 VOLT NOTES,M ELECTRIC METER IN IPNASE EECCTRICAL MATERIALS AND INSTALLATIONS 8144LL NOMA 3M M�V-•OWJM PANEL COMPLY OT14 ELECTRICAL PRIVAI IONS OF THE PESCIS &I EDITION (20M)- LOCAL CODES, AND ALL LOCAL FOYER COMPANY REQUIREMENTS. SlOARP Q ALL CONDUCTORS SHALL BE TYPE TNN/RSN UNLESS NOTED OTHERNSE. PROVIDE "AMP, 120,240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1412" CIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 12AD ALUMINUM (AL) IN 2" DIA SCHEDULE BO PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COI•PANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TBLEM4" SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE E4IPrIONT ISCL PMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 M CU SERVICE GRAND C0NECTED TO C0NCMTB ENCASED POLITER STEEL PER ELECTRICAL PROVISIONS OF THE POOR 61 i EDITION [20ITJ CIA X S PT LONG! COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AN M: 0003325 lal SVHDIV. k IAT SILVERADO LOT 13 BLK 11 PROJECT* 04128.002-13111 MODEL 4ENB "1751—NEUVILLE" GARAGE SIVII1tTG: LEFT PAGE: ELECTRICAL PLAN 150 MPH Ea. B HD IV 28'-10' 10'-10' El S -------------- LAV. �c--i =====? ---LL u � �" OPT, i in LAV. • • I SINK p I i ' I H I _ 36'X69 R4NGE ' I� � OHM PAN I I i / I — — �— — — �AiZy O I 1 I I I I I I � I I I ' I I � II KITCHEN I LAV. SINK W/ 2' V.T.R.IL AUTO VENT ll' y 1IR' 3'-6' 2 =11' I' -II' V-11t I�I/li'I!I IR' 11� ,/� I 1 1/2• I � i i f WASHER ,f 2' _ — — 1 42 1 1/2� 2- 2. LAV iTU51 11/2' 'I 2- WG. iq LAV.i 3• 3• 3 2' — 1LAV. SHWR 3' I 2. A 3• 3- I H6 2' 3' C.O. I TO 4• MAIN ------------- ---- El PLUMBING RISER PLUMBING PLAN SCALE: 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 a _LJ 8LTHDLV. ac L.oT SILVERADO LOT 13 BLK 11 PROJECT 04128.002-13111 MODEL& 4ENB "1751- NEUVILLE" GARAGE BKLNG: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B n li/i 18 1/4"=1'-0" PUNT P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS MALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6114 EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND 61MILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC bTH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS 614ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A PANTEC4 DBF 0006TER FAN OR EQUAL. FANTECH DBF 110 DRYER 5006TER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ATTIC AIR SUPPLY—'j7 1N AIR HM 1 E VAP. PLA' NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID REFRIGERANT LINES EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE PVC SLEEVE TO LINES BELOW SLAB R REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC., CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT 81MPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAD SECURE STRAP TO UNIT W/ (2) vSXI 1/4' SHT. MTL, SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE NTERSUNK SCOATED NICKEL ///---FIN. FLOOR COU C RA EEC BRONZE FL. PL. / OR WALL P_6 i— SEE SPEC. BRASS PLUG —�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRA86 TOP CAULK P.Vz OPT I/SPEC FLOOR SLAB CLEAN —OUT (TY FIN GRADE OR PAVING P-8'XW CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYPN� MECHANICAL PLAN SCALE: 1/4 . F-0' 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA M: 0003325 eusDiv. ee 1.0 SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODMIA 4ENB "1751-NEUVILLE" GARAGE OWING: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B a DptIwT A 11/15/18 SCALE: 1/4"=1'-0" >skrr.= M1 IF PER p�� 2X4 TOP PLATE PRE-FAS TRUSS I!!' 'm BOARD U2' DRYWALL ^t 2X4 WOOD STUDS 624. or - FIN. FLR NVIft: OIUWO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.G. OR NOT LESS THAN 2x6, WHERE SPACED NOT MOIRE THAN 24' O.G. TYP. INT. WALL NON—BRG. D1 SCALE, 3/4'.I'-O' FIBERGLASS SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION ROM.1.1 ON J' O.SU5. SHEATHING OR;'CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENIG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY S/S' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD ENERGY CODE FORMS ATION R-VALUES �RENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRINIG— STRIPS • 24' O.G. B' cm 1/2' GYP. WL. BD: WOOD BASE — S' DIA /LWYE. DO NOT CUT FE BOND SEAM NOT CUT SOLID GROUT THE BOPD lw (2)COURSE — RESARS 2A PIPE THROUGH BOND BEAM SCALE, 3/4--I'-V' FIDEIR■LASS SHIWW.ES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON ' OU3UB. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ®'-V' FIN. FLR.� _ . _ ®'-0' FIN. FLR m <. .. a 4' N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'-1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GRATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 496-5 TYPE IV, OR ASTM D 6151 • � � � ♦ � � ♦ � Ii��000TiTi��i0A01��;i '►:i�i � � � ��i�i I i�i�iTi�i�i�i�i�i�iTi�i4�i�i _ 2B GAS LINE THRU BLACK Kw ■GY.A w - v FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwD.1.1 ON Il' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I•-m. TYP. MTL. DRIP EDGE OH• 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT, PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Pula s GARAGE DOOR JAMBS D1 SCALE:11/2'■i'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIP95ACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,PER ELEVATION S/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD a CMU Y n m a 4 W/ WINDOW OPENING R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS • 24' OTC. 1/2' GYP. WL, BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJ.1 ON l' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 4 OJ-I. 2x FASCIA PER ELEVATIONS VENTED SOFFIT \—PRE-ENG. GABLE TRUSS \—WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU FIN. FLR a' TYP. WALL SECTION NO OPENING %-6-'�1—STORY GABLE BLOCK WALL 91 SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA $: 0003325 '3 BVHDIN. aLOT. SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODEL- 4ENB "1751— NEUVILLE" GARAGE 81I13NIG: LEFT PAGE: DETAILS 150 MPH EXP. B P4LMD A. ABOIICHAM L AR NO 93M i DA ]L' 11/15/18 SCALE: 1/4"=1'-0" 811EET D1 7��■1--FA 9�-- C RAT TO BLK W/ CUT NAIL& 61DE6= 2X6 OA AOE DOOR BULK W/ (6) ® JSW' A -BOLTS 4' IMEDMEMT MM. W/ 2'W'X61IIA MER AND NUT 6PAC8D Y l4W FLOOR TO LIARAM DOOR MDR IN JONT6 PRIOR TO FILLM L 1-2X6 PT BLOCK • CENTER LP ® DOOR HEADER WKI)h')0' J-BOLT, 4' WINOMEW W/ 2')Q'W W46FER AND NUT. 0214-.—ft 69ALL BE IN ACC41VAHM TO TUMPACTLMM6 WTALLATION M6TIMICTI01,6 WMERE GARAGE DOOR t BUCK ATTACHMENT k Qv C4lL N'•Y-I 8' CMN Y)' DRYWALL I'X4' OR I'X2' P.T. NAILER Q Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1 Y4 INTO BLOCK W/ V4' TAPCONO (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4' WITHIN W OF EACH END 4 18' O.C. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +3/4 OR +5/4 A WINDOW TO BLACK +3 4 OR +5 4 SCALE: NTA. 2X4:m SECURE TO BLOCK W/ !16' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 18' OTC. MAX SPACING. 2Xb:m SECURE TO BLOCK W/!-%- TAPCONS(MN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 g• CM 18' O.G. MAX SPACING. lf' DRYWALL 2X8,mo a 1'X4' OR 1'X2• P.T. NAILER SECURE TO BLOCK W/J-%.71DI400�R CASING (MR SHANK SIZE .145 MIN. HEAD SIZE -MO JAMB OR WINDOW MIN. EM5EDMENT I)4) H TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS' O.G. MAX SPACING, NOTE: SHIM AS NEEDED TO PLU` 15 JAMB (DO NOT EXCEED )4 ) DOOR JAMB TO BLACK +1-1 2" WINDOW TO BLOCK " SCALE: N.T.S. +1-1 2X4= SECURE TO BLOCK W/ V4' TAPCONS (MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8. OF EACH END 4 MOTE, STRUCTURAL 2X W ' O): MAX SPACING. MUST 6E ON OUTSIDE 4 2X6m SECURED THROUGH SEASRE SO BLOCK W/2-Vo' NCN-STRUCTURAL V4' TON MIN (MIN. SHANK SIZE .145 ME60MENT INTO BLOCK EMBED E MIN. HEAD SIZE 300 CMU MIN. EM15EDMENTIY4) ' DRYWALL WITHIN 8' OF EACH END t IW O.G. MAX SPACING. 1'X4' OR 1'X2' P.T. NAILER 2X8� ❑ SE�STO BLOCK W/2-V4' 7(r' O.SJ5. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASNG MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 16' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-IB/1�Q" TO B K +1- 6 C SCALE, N.T . 2X4:m SECURE TO BLOCK W/ V(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST 5E ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V4' TAPCONB TAPCON MIN. I-Y4' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S. CM 8. OF EACH END 1 K• DRYWALL IS' OZ. MAX SPACING I'X4' OR I•X2' P.T. NAILER 2X8� SEA100"O BLOCK W/2-Vfi• CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 14') TTAC 4 TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 4" n WINDOW TO BLACK +2 1 e " ALE: N S. 2X4= SECURE TO BLOCK W/' TAPCONS (MR SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8- OF EACH END 1 NOTE, STRUCTURAL 2X 18' MAX SPACING. MUST BE ON OUTSIDE t Xb= SECURED THROUGH SECUREABLOCK W/2-V(r NON-8TRUCTURAL %- 80 TAPCON MIN. I-Y♦' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300IMANUFACTURES • CMU MIN. EMBEDMENT I X49DRYWALL WITHIN 8' OF EACH ENDX4' 18' OZ. MAX SPACING.2)8,mSEA�STO OR 1'X2' P.T. NAILER BLOCK W12(MIN. CASING SHANK SIZE .14EOOR MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8' OFEACHENDTTACH TO 2X PER 18. O.C. MAX SPACING. DETAILS. ne,r u�+44 rs®ro rue� ors mo nw awcmX•, DOOR JAMB TO BLACK +3" El� WINDOW TO BLOCK +3" SCALE, N.T.G. 2X4= SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EM5EDMENT I Y4') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X NI. O.C. MAX SPACNG. MUST BE ON OUTSIDE 4 2Xbm SECURED THROIJOW SECURE TO BLOCK W/2-V(6' NON-STRUCTURAL Y*' TAPCONS(MK SHANK SIZE TAPCON MIN. IY♦' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8. CMWITHINW OF EACH END 1 J¢• DRYWALL 18' O.C. MAX SPAGNG. 2X8:m I-X4- OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2X SECURE TO TAPCONS(MIN. SHANK SIZE TURAL MEMBER ftl2l'll 145 dWITHINESOFEACHMIN. HEAD SIZE 300 4 b' TO 8. O.C. MAX MIN. EMBEDMENT 1149 CASING WITHIN W OF EACH END 4 DOOR JAMS OR WINDOW 18' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" F w c +" ALe, 2X4= SECURE TO BLOCK WN4' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' OZ. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL Vfr' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MN. SHANK SIZE EMBEDMENT INTO BLOCK .14E MN. HEAD SIZE 300 Cm MIN. EMBEDMENT I49 DRYWALL WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. OR I'X2• P.T. NAILER 2X8� ❑�'X4' SECURE TO BLOCK W/1-V4' V 0.8J5. X 4' MIN. TAPCONS (MN. SHANKG SIZE J45 DOOR CASIN MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. Hors• «., r race m'u...u�s,oe nor u,c�ox•, DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLACK +3-7 8" G SCALE= RTA. 2X4= SECURE TO BLOCK W/Y4 TAFOONS (MR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YEND WITHIN W OF EA CH END1 40TE: STRUCTURAL 2X I8' O.C. MAX SPACING. BE ON OUTSIDE / 2X6m SECURED THROUGH SECURE TO BLOCK WA-V4' NON-STRUCTURAL V(s' TAPCON MIN. IY4 (MIN. SHANK SIZE J45PCON6 (M EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y49 8• CM WITHIN 8' OF EACH END 1 )1' DRYWALL 18' O.C. MAX SPACING. I'X4. OR I'X2' P.T. NAILER 2XBm2 SECURE TO BLOCK WA-1/4' ' P.T. X 4- MIN. TAPCONS OOR CASING (MIN. SHANK SIZE 345 MIN. HEAD SIZE 3 M0 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t",--ATTACH TO 2X PER W3' OZ. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 4 ) DOOR JAMB TO BLACK +3 3/4" H W LAC +3 3 4' E, N.T.S. d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX 407-774.4078 www.abdosigngroup.com AA 6: 000332E myC f: a sunDIV. Ae IAT SILVERADO LOT 13 BLK 11 PItOJWTJVJ 04128.002-13111 MODELt 4ENB "1751— NEUVILLE" GARAGE 9WING: LEFT PAGE: DETAILS 150 MPH EXP. B ROUND A AeoualnCRA L AR ND DruNT A1'6,- 11/15/18 BCALE: 1/4"=1'-O" SKEET D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/32/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2027 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 IK0 SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.2 CASTCRETE STRUCTURAL LINTELS 2027FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaigngroup.com L AA#: 0003326 O V 0 BtMDM & LOT: S ILVERADO LOT 13 BLK 11 PROJECT# 04128.002-131 1 MODEL.• 4ENB "1751-NEUVILLE" GARAGE OWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B m 1/15/18/4"=1'-0" RDIT 3 PIRIE'ON'ED COMIIOL JOINT RANGE OP COMIROI. JOINTS Td BE WIRED TIED TO LATH • S' = MAX (%EW-k NOTE, DO NOT FASTEN CONTROL. JOINT TO WIAI.L EVEN IF e1w EXMTS BEYOND EXCEPT STAPLE, W/ W LEG MAY BC USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION -- FASTENERS TO BE WACEO • 1. Or —MAX VERTICALLY \ THICK, GOAT CEMENT \ WPM LAYER 4, POWP45ER OWLDNG PAPER APPROVED METAL LATH FASTENED -1' (YM.) O.G. MAX AT Su•I•ORTe U418 LATER 1• STUCCO WRAP WOOD SHEATHING LATH SMALL NOT BE �e A• To!• .• To s• THllouaw CONTROL JOINTS BUT SHALL 1 BE PE STOPD AND TIED AT EACM SIDE. PRONDE 2X4 SLOGGING PER AeTM CW63 L014 PLAT MAX 6' TO 8• \ FROMMACEDC4 FROM CONTROL JOINT WWBI CONTROL JOIN FALLS ON NOTE. \ 1. FASTENERS FOR LATH TO BE NAILS O / aTIdIC1UR4L STUD BTAPLEB N COMPLIANCE W/ ABTM Z63 2. WALE TIES TO BE (NO. W 0041,' WIRE 3. BLACKING SHOW MAY ISE N ADDITIO TO WALL STUDS REGLIRED PER PLAN / 1 0:4� IN At' OLFOLD ►MNp.R.A ®roLo OL POLO aMlAlo . PT. A L CIOA!. Pr.s L CIWAIR . Pf. C OL FOLD NAARD . PT. A x gfAl . Pr. Is �aLD w • ® l pOLD aMlalO . PT. A x CRAM . PT. s x CPSAGE . Pr. C 4 POLD R. C OVER PT. • TILL PT. C TQKAH aoTTcm R..H2a QD 0 KANM IL" WTIR 7-10W UAL FOLD. OQ macut CEMENT W. 2 COAT m ONLY) OILY) MALL R.tlM.A o-= 0.AAI" (!Y IILIrAu I(IO(OIR AT sE" ar ROOF a INip,Cigs NOTE. APPROVED BUILDNfi UARAI• SMALL BE LAPPED A MNIMW OP V • VERTICAL LAPS (ROLL ENDS) A ,' • HORIZONTAL LAPS. ALL SCAM, IIlED TO TAPED WTTH FORTIBCR eFEATHING TAPE / / I' I1RL LIP. IiTLL uTM \ \ LATH VERTKJAL LAP TO BE P 4'x4' SELF-ADMEIRN6 MRMORN'!e PLASHING fCOMPATIBLC W/ FNOUe@� 4 UIbY• MA7EItlAL! OVER 1' CR LESS PIPE PGJETRATION k: N�� WRAP MATERIAL) OVER 47(4' SELF -ADHERING rEl"R141NE FLASHING OVER APPROVED FIC)SE WRAP. PLA,MRIG TO E2(TB2 aR0 pm" — OJT AND OVEIRL AP ONE SIDE OF METAL LATH BEL.R-'I'D Y CUT AND OVERLAP ONE 81DE OF RAeHNG STEP 01 STEP s2 FLASHNG RING MEMBRANE WIND LAYER'I, J' TNICLC 3 COAT CEMENT 010STUCCO UAR/Lfa I PLASTER STUCCO LAYER �. METAL LATH STUYlfAl• tMINI LAP L r WRB LAYER -2. POWIPIWR WIND LAYER -2. FORTPIBER UND LAYER •2. FORTPIBER I UILDMG PAPER BUILDING PAPER METAL METAL LATH UIVII LAYER al. STUCCO WRAP W.W SELF -ADHERING MEMBRANE FLASNNG OVER 4'x4' KELP-ADVERMO MCMBRAE NOTALL FASTENERS (CLIPS, PLASMNG OVER APTROVCD S OOD SHEATHING STRAPS, STAPLER) AS MOUSE WRAP. ,JI RECANIPM TO SECURE FLAeFEU6 TD E](i®0 OMo PIPE PIPE/ IWRE TO FRAMING ...' ASI e_enLaraae xL wanneeue 2 ecALc.,I In'al'•0' ® KICKOUT DETAIL Willi rmuT slLL (aso oIa .oLD.R DO MOr arc Nam, SIDE LAPS OF METAL PLASTER BASES SHALL BE GEO2RD TO RRAING MR1BC118. THEY SMALL BE TIED UTM 0,041S-IN. (121-MI) URN AT INTERVALS NOT MORE THAN S' M OMV. AS PER ASIM CIM3 10.L FOR REPAIR OF TEARS N WRB LAYERS, TEARS MAY BE PATCHED WA40UOE WRAP TAPE PER MANF. OMC. OR PEEL I STICK WOOD Onc SHEATNIIG PAPER STUCCO �.uTN • ►AN'!R WOOD SHEATHING OR CMU WRS LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRS (I TAPE OVER ROOF/WAL - SCREED z 5'X5' 'L' TYPE CONTINUOUS L Z GALV. METAL FLASHING (NAIL TO ROOF DECK NOT IL WALL SHEATHING) �+ CAP SHIWsLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT A� ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. GONT. BEAD OF SEALANT AIR SECTION PER SECTION R709.7 BdNlof IaBYIn alw alllLarls Ei,ta— uae of po.Oand mmam pbaler anonom cply.fth".Ppno.ron requirom m of ASTM C 628-12k In deflation of exmdor INhing and f n*g WII comp) vMhASTM C 1083-12A IPE PENETRATION DETAIL (FRAME) T.5. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER #2 (FORTIFI5ER — ——.—.—.- 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING ------ NOTE: METAL LATH: LATH TO 5E PER SECTION R-103.11 / A5TM C-64-1-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX- 407-7744078 www.abdomigngroup.com AA S: 0003325 , B a 44 0 L BUSDIV Ae HAT SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODELA 4ENB "1751-NEUVILLE" GARAGE 8Wi1LTG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ol A. DATE'. 11/15/114 8CAL.E: 1/4"=1'-0" BFIEET WA1 BACKER ROD BACKER ROD WIRE, LAYER 1, STUCCO IIJfItAP INSTALL 6' 6ELF-AD14ERMG MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEryIENCZ OF FLASHING TO BE. I. BOTTOM. 2. 81DE8. 9. 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 vLL SIDE&& CAULKING • JOINT A,DUND PER SECTION R703.7 EAwlor lathing and *xteft Exterior use of portiand 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. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING © DRYER VENT (FRAME) WOOD SHEATHNS AIM LAYER 01, STUCCO WRAP tL*b LAYER 4, FORTIFIBER BUILDING PAPER WOOD — CONSTUCTION —METAL LATH S' Cm VINYL CASING BEAD Ai' RAISED BAND V TON MID -WALL eco wrecen S' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - -.- BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-54-1-0% MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING Uk= SHEATHING FLASHING loe WRB LAYER "I, LAYER -1,UNIT BTUCWRAP STUCCO WRAP $2 LAYER 7, FORTIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN METAL LATH CONT. SEALANT) WRB LAYER 02, FORTIFIBER -FNISH�A BUILDING PAPER CONSTRICTIOND° FASTEN TO WOOD STRICTURAL SEALANT Ao nWrIBER • T• Oc. MAX TOP 4 SIDES THICK, 3 COAT CEMENT ®' Aa u i P PLASTER Vro K' MID_nu L _ �UJEEP aCRE[D CGB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL x\` 1 b' SELF ADHESIVE— FLASHMG (INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO V TO Ya' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING WOOD FRAMED I- — — — -I WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME A VENT PENETRATION SCALE: N TA. KRCfi I,—, r%Mt11=IYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER el, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER b® MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC STEP #1 5T F) #3 1 6' UNDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONALY BEFORE APFLYING - - V.... ----- FNI*4 • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK S' UIRB LAYER 01, — STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING \ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER ry STEP #2 WRB LAYER *I, STUCCO WRAP APPLY bm MIN SEE GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 id ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP Oro OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX, 407-7744078 www.abdoeigngroup.com AA #: 0003325 �a e0DIV. Ae LOT: SILVERADO LOT 13 BLK 11 PROJECT/ 04128.002-13111 MODEL: 4ENB "1751— NEUVILLE" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B PRIP" DATM 11/15/18 scram: 1/4"=1'-O" SHEET WA2 WOOD SWEAT14M WRB LAYER M, STUCCO WRAP WOOD WRB LAYER -2. FORTIFIBER CONSTRUCTION BUILDING PAPER I%' HAT CHANNEL J' THICK, 3 COAT CEMENT Wft- TYPE W DRYWALL PLASTER 6' SASCR P. • TOP OF WEEP EED TO 6MATHNG BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING WEE ar-man WRB LAYER M, —� �' -•. STUCCO WRAP - \` I' THICK, 3 COAT CEMENT PLASTER _ \ 6' SELF-ADHEREING 66-WFW1C-T80 CUSTOM r waING �` �� FLABINING WRAPPED i . i s' • TOP OF WEEP SCREED TO BREATHING BELOW i WRB LAYER M, STUCCO WRAF, WIRE, LAYER -2, FOWIFIS 1 BUILDING PAPER 1 6' SELF-ADHERENG % PLASHNG WRAPPED WRB LAYER'S, STUCCO WRAP jv CO A1&&AB G-W _ I {/ �2 n�ae s CORNER OF CANTILEVER 4' POSITIVE DRAIN Orman NO GAP IN FIELD --� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL.® CANT. NOTE: METAL LATH: LATH TO BE PER SECTION R7031.1 / ASTM C-84-1-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER , 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 7 �- j' THICK 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH IWrEXTURH0 4 PAINTED j WOOD SHEATHING PIN18H i' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER 01 (LEATHER RESISTIVE BARRIER R VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER 5/8' TYPE W DRYWALL METAL LATH UMEXTURED 4 PANTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT FEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM ��GAON I:s:ais wsxean ELt)=JFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 RIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRA6 WEATHER RESISTIVE - BARRIER '1 WEATHER RESISTIVE BARRIER 4 j' THICK, 3 COAT CEMENI' I-LASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL _ E1111111111111E MEN 4 . LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ ]BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF—ADHESIVE FLASHING — — — — — FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK • DRI EDGE TO [ DECK I NXI IYi P.T. OR SIMULATED WOOD (TREX) FILLER, / CONTINUOUS WATER PROOFING 16 t I \ LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK— , I11'xl % P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BACKE—I�/ ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J' MIN, SPACE FROM DRIP PACE TO TREX Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE _S BARRIER 9 WEATHER RESISTIVE BARRIER 4 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL .DRIP EDGE SET IN FULL BED OF ep SEALANT, JP MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' COMER BEAD FASTENED TO SHEATHING +� 7 O.C. MAX. �r n WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER 14A CORNER BEAD Ca? FRAME Ile 2 1/2" k COMER BEAD (FASTENER 4 SPACING R '1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 4 6' SAP. \ PEEL 4 STICK 116NW 'L' FLASNMG FULLY EMBEDDED IN ROOF CEMENT I JV X 3. 26 GA GALV. METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD 4 SEALANT SEALANT.)S MN. SPACE FROM DRIP VNYL CASING BEAD FACEI WATER PROOFING sit .t LAYER (2 LAYER PEEL I STICK) 'r"O°i,a sari PEEL 4 STICK L BUB FLOOR Ya' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/6' TYPE W DRYWALL W/TEXTURED 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER 9 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. 'I Ya'xW 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT i V X 3. 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANT, )$' MIN. SPACE FROM DRIP WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER i' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN w9ce /gran VINTL G014NEIt eEm J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD : SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NTS WOOD SHEATHING WRB LAYER h, STUCCO WRAP ' I WRB LAYER 02, FORT]FIBER " ! BUILDING PAPER a METAL LATH .� THICK 3 COAT CEMENT ! PLASTER ?1 1 WSELF-ADHERING— FLASHING h -y III I DRIP CAP II :I WINDOW FLANGE WRB L R M, STUGCQ WRAP WRB LATER 02, FORTI BUILDING PAPER — METAL LATHi' THICK, 3 COATCEP PLASTER —� WSELF -ADHERING FLASHING WOOD SHEATHING 1 WRB LAYER 01, g STUCCO WRAP I WRB LAYER 02, FORTIFIBER BUILDING PAPER 14-b7-1-- METAL LATH (EXPLODED ' THICK, 3 COAT CEMENT MEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE 11 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003328 I11 FISU1,3DERADO T 13 K 11 T# 04128.002-13111 3LODELc 4ENB "1751—NEUVILLE" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 1 A. DA�1'E: 11/15/18 scAI.E: 1/4"=1'-0" 8HEET WA3 WOOD SHEATHING —� WRB LAYER h, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH --� i' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER 7, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIBER BUILDING PAPER METALLATW i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER I' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y: GAP TYP I' THICK 3 COAT CEMENT J' THICK, 3 COAT CEMENT cA6MG BEAD PLASTER �: PLASTER IX TRIM MEMBER TO TRIM METAL LATH SEALANT • STUCCO TO METAL LATH ' SIDING TRANSITION �p� LAYER SIDING WOOD SHEATHING WINDOW FRAME A( WRB LAYER 02, FORTIFIBER WRS LAYER 01, WRB LAYER h, i BUILDING PAPER STUCCO WRAP STUCCO WRAP 1 � E-Z BEAD VINYL CASING CASING BEAD I (W/%' FLEXIBLE PVC BACKER ROD) I &' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO WRB LAYER M, STUCCO WRAP, WRAPPED AROUND FRAMING 18 CASING BEAD MEMBER (CROSS SECTION) I &' SELF ADHESIVE FLASHING , 1 WOOD SHEATHING 2X FRAMING WOW TIW-TION \ MEMBER DETAIL BELOW EXPLODED WOOD SHEaTWM FOR CLARITY LLEATHER REGIGTNE RAMER 9 � --------— BIER K616TIVE-------------------------------------------- LAP 60m ---i ------------------------------------ FLAOMM W eELF-APHERM I ° uEATHER w"Thm )4' GAP TYP THICK 3 COAT CEMENT 1 CASING BEAD PLASTER , FLA6HMG L \ 1 ` STARTER GTMP \� �\ R POSISTIVE % SEALANT TO WINDOW METAL LATH 0' GELF-ADHERING I _ R.AG1016 , d,ALVD METAL \ - •r°�Y SWW. ! WRB LAYER 01, FORTIFIBER K' �i18"N0 I BUILDING PAPER eR \ ` I WINDOW FRAME WOOD SHEATHING CASM / y X 6' Teo ulboo TRII61P' ,t'!t'�ER \ ` / OR MPROVE SIDING TO STUCCO WRB LAYER 01, STUCCO WRAP ® BLOCK TO FRAME 9 TRANSITION &' WIDE PEEL 4 STICK OVER FLANGE ! WINDOW FLANGE WOOD SHEATHING NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-641-05, MIN. 2.5 LISS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP _ �TRHEER immaTIV! R I�YF.G16TIVE IBERswmWRB LAYER 02, F-ORTIF !1(t' u IMAZPSIDR t BUILDING PAPER -•ADHERING. METAL LATH STARMIt STMI-- L J° THICK, 3 COAT CEMENT an (EXPLODED VIEW FOR PLASTER Z'FLAG�TAL— ' FLAeHGIG CLARITY) IUIY'�XD6 0 201 CASING BEAD Ca? RAISED S17A��i BAND (FRAME) SCALE: 1 1/2'=1'-0' RA6 04 HERING MAWWR MAROM WEATHER RESISTIVE \ BAPMER 9 TO LAP 6' MGL ADOW TOP a Z' FLAS14NO 4u—THER RESISTIVE DAIMM 1 DER MMTIVE •rr P CPALGWMffi� an utR 1�E6ISTIVE SAARAM (ww FLEXIDLE PVC EACICER ROD) SIDING TO STUCCO \—ATH!RRE6ISTIVE ® FRAME TO FRAME eARIeIER4 @TRANSITION a / \ E-Z BEAD VINYL CASING I 2X FRAMING —/ (W/%' FLEXIBLE PVC BACKER ROD) MEMBER v I APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP % ' WRAP ---------------------------------------------------------------------------------------- �EZ BEAD WINDO W CASING LEGEND DRAINAGE PLANE (WRB LAYER el, STUCCO WRAP) WRB LAYER e2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX; 407-774-4078 www.abdeaigngroup.com AA N: 0003325 !;]ZE 1 sysDIV. 4 IAT SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODEIs 4ENB "1751—NEUVILLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS v.150 MPH EXP. B SIP" 11/15/1, SCALE: 177 1'-O" SHEET WA4 Oft NOUSEURA AT 48' ANGLE MODPID '11 C N HCUMI RAP APPROVED HOUMI M OVER S1IATI NG OVER SD STUD WALL STEP 1 NALNG FLANGE AT JAMBS EXTEND FLASHING MM BELOW SILL LL FLEXIBLE FLASHISIG 00 NOT SEAL BOTTOM NN STEP 6 TCFPORARILY — FOLD -UP N SECURE HOME~ (OR r"C FLAP UNDER) AL HEAD FOLD wcue II N Ar JAMES 4 SLOPE NLL MO. TO 2xvwIOR --1 \ STEP 2 INSTALL V— SlLF-ADHERNG FLASHNG OVER VNTL HEAD K.A64NG (WTN I DAM) NAILING FL.AtNGE I CkTCND FLASHNG�11 MIN �I BEYOND JAMB FLASHING INSTALL VINYL C CAP ALIGN PLASHNG uV INT. EDGE OF SLL RO. PIR34ANOALLY FASTEN PANl10 EOGEA(CAP NAL$. STAPLES) MTALL DUPONT FLIDMIRAP AS n !LASHING AT T14 INSTALL S' WDE AVNWVE BACKED FLIDMLE FL.ASNN MATERIAL OVER DRIP CAP JOINT (PROTECTO-~ BT.20)CL - KWIV) DIAGONAL CUT ACROSS HIAD Q WINDOW STEP 7 STEP 8 '``® WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS ML IT UL THE CONTACTORS ES RPONNEULTY TO VERPY TWO COMPATIBILITY OF ALL PRODUCTS INCLUDING HO{IV~, SEALANTS N SELF-ADWERNG FLAWING MATERIALS USED OURNNG 00N1ITR1GTION. 2. SITALL ALL MATERIALS PER MANU"ZTLAWAM WaTTEN OMCPICATIDO W9RlNSu SEALANTS MAY REACT ADVERSELY • NOT =MPATIBLC CLEAN AND REAL JAMB TO BILL JONTB WITH DOW 11" FOLLOWING COMPLETION OF EMERIOR RETROFIT WORK REPAIR 6CWEt-E SHOW SHALL BE IMPLEMENTED AT ALL WMDOW6 WITH EVIDENCE OF WATER INTM61ON BELOW THE WINDOW OPENING REAL NTERIq! PERIMETER OP WINDOW WITH ALANT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003326 stmDxv. As LOT SILVERADO LOT 13 BLK 11 PItOJECT#2 04128.002-13111 MODEIA 4ENB "1751- NEUVILLE" DA "IC SIMMO: LEFT PARE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B DA rrr 11/15/18 BCALE: 1/4"=1'-0" SHEET WA5 I 1 1 1 I 1 1 \ \ \ —2xb SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ i\ —1/8' TEXTURED I \ FINISH 0 WOOD 1 \\ 1/2' TEXTURED \ FINISH A CMU \ 1/8, TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING 1 \1 oft WRD LATER M, STUCCO WRAP(FRAME ONLY) WRD LAYER 92, FORTIFISER BUILDING PAPER (FRAME ONLY) 2x6 SUD 6AND ___ ROOFING CEMENT METAL FASCIA \ WRAP Ye' FROM 1 I STUCCO, I. FROM 1\ ---------------- -- --' a WOOD WALL \ 1 EXTERIOR WALL \I (FRAME OR CMU) \ \\\ NOTE: NOTCH FOR 2X& \\ SUB BAND ONLY \ ®ELEVATIQN DRIP EDGE ©P L AN E3 METAL KICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH ® CMU '1 2x6 SUB -BAND W/I'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL kME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND WAYx4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT 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/I�'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 s 0 C F auDDIn ae IA N SILVERADO LOT 13 BLK 11 PROJECT(► 04128.002-13111 HoDELe 4ENB "1751—NEUVILLE" GARAGE 91WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. B --- ` 11 15 18 DATE: SCALE: 1/4"=l'-0" SHEET WA6 39'-8" TE-1 4" CONC. SLAB IW W� WI ~ O a -3 1/2 ~ r FM-12X18 t EXTEND SLAB 2•-4„ 13,-4„ 10'4" 5'-8" 6'-2" I 1 I I I td I 0'-0" i� X a .I c T- OP OF SLAB I I. I I I , I I W-8" 21'40" I 4" PVC CHASE �� 20'4" °i 19'-4" I TE-1 I 5 1/2 EXTEND SLAB 1 1/2" I I 3'.0" g I I IJ I I� I ILL I 2 W EXTEND I 1A I 1.1 O SLAB 1 112" FM-12X18 4 U.,a.:SLABC I I w I LLI 4„ 3,4"4" IN 120.+-31 J I 2 I 11 I -71/2 I FMC-12X18 FM-12X18 FMC-12X18 1.1 L FM-12X78 J 4 _ _ 4 1.1 1.1 1 ['4"[ to 2-4:18'-0" 4'-0" '-4" 4'-6" 8'-10" 6', 13'4" 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 +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'4% 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.DINDICATED #5 BAR, OINDICATES #6 BAR,NNDICATES #7 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 (#5 = 30", #6 =36'), 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 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #TS 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: I'm = 1.500 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 } 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 SLABI THICKNESS REINF. REMARKS 616 WlAXWIA OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS 11N FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 12' CONTINUOUS 16, - (2) #5's - (+)0'-0" FMC-12xl8 12, CONTINUOUS 18" - (2) s #51N CURB VARIES FM-12z12 17, CONTINUOUS 17, - (ims TI 8"SEE PLAN t5 — 1 #5 IN CURB (-W'-0" 1441 N. RONALD REAGAN Bl LONOWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwAbdosigngroupcom AA M. 0003326 M 0 O F MO SLTHDM & LOT SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODEL.: 4ENB "1751- NEUVILLE" GARAGE 91WWO: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B DA 11/15/18 8CALM 1/4"=1'-0" s*mMT si 30" MIN. EACH WAY MONOLITHIC FOOTING Z Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED rr CELL SEE PLAN FOR SIZE AND s a CELL SEE PLAN FOR SIZE AND v I T °v - - 0 CL C SPACING REQUIREMENTS T C SPACING REQUIREMENTS d_ 1vs � ,� •. GARAGE DOOR U � _ � • � � RECESS 0_ ¢ °. `I� r FM g 0L to 6" CMU WALL O W 6" CMU WALL - I . I CORNER BARS, SAME SIZE AS BAR W W 8• 0 p *- 0'-0' ° IN FOUNDATION WITH 30" LEG EACH ° d I ID (_ to a� 0'-0" WAY AT ALL CHANGES IN DIRECTIONS U1 TOP OF SLAB TOP OF SLAB - SO THAT THE STEEL REINF. IS CONTINUOUS g -VARIES MATCH AMOUNT OF CONTINUOUS BARS i.jMASONRY ]L. CURBFOR EXT. PORCH SLABCHAMFER W/12" ISOLATIONCHAMFER 7AOND�EBAR SEE SLAB SCHEDULE SIZE 46 BAR DIA (1STORY) M3 16, a EXT. PORCH SLAB SEE 6LA6 SCHEDULE TOP OF GARAGE 4"CHAMFER (1STORY) I' tlBAR °" oCONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7=p* AT ELEV: (2STORV) 6t 24 W/12ISOLATION �� ', 6"CHAMFER (2-STORY)APPLICABLE) a_p•JOIM(WHERE z SCHEDULE JQINr (WHERE . 0 i EE SCHEDULEAPPLICABLE)Z4, BAR SIZE FOR WxD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 66 �„i QUANTITY #7 42 AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO jl`�EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE U2,'�EXTERIOR @ GARAGE SCALE: CORNER BARS DETAIL 3 DOOR OPENING 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' LAP TOP PLATE A MIN. OF 49' --�� AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN u, 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE 2" CAPPED S Ln NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2k9" WEDGE ANCHOR WIT BTM. PLATE TO BE PT. GALVANIZED PIPE O IL SECURED W/ 2-PART TO BE PT. PROVIDE DBL. TOP WASHER SET HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO W/FLANGE BASE g EPDXY. MIN. EMBED PLATE EPDXY 5-1012" E EMBED. MIN. 16' OC SLAB W/10tl MASONRY � Q 8", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" O/C STAGGERED. ¢ FOLLOW ALL MANE AND TOP PLATE ANCHORS W/ (Sn w SPECIFICATIONS FOR 10d x 1 1/2" COMMON NAILS SECURE FLANGE TO USE AND PREPARATION OF FILL ALL HOLES, DO NOT USE W ff�� w HOLE. tOd x 3' W TALAB 1/4 X 21/4" Z SEE SLAB SCHEDULE it SEE SLAB SCHEDULE PCONS) IL q O} o'_o' * a� QQ- TCP OF SLAB .P • 4" CHAMFER (1STORY) . °.�_ �, `� . —° :T� 6" CHAMFER (2-STORY) - EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY 5 BOLLARD ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL SCALE: 3/4"=1'-0" MONOLITHIC FOUNDATION SCALE: 3/4"=1'•0 (W/ UPLIFT) 6 SCALE:34"=1'-0 (NO UPLIFT) 6DALE:3/4„=,'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL WI 16tl COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 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 i PLANS FOR SPACING. SINGLE a BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10tl MASONRY NAIL 0 PROVIDE DBL TOP PLATE 16' O/C STAGGERED. 0_ W 00 6" CMU WALL , POURED LINTEL CONT. (TYP.) m *" 0,4 6"CMU FILLED CELL (TYP.) + - . _ TOP OF SLAB+0'' ' �~ SEE SLAB SCHEDULE I,k—FOR 2X WALL FRAMING _ -p SEE SLAB SCHEDULE 12" DIA. USP 725OSD BOLTS 6' TOP OF SLAB a • 2 - • MINIMUM EMBEDMENT INTO • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND i CENTERED UNDER WALL AND 16'O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULEEDULE FOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (,_'�INITE�RIOR 3/4"=,'-0(NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION ..ALE:-'1'=l'-V' 11 SCALE: 3/4"=1'-(Y' 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com I AA tY: 0003325 8U13DIV. as LOT: SILVERADO LOT 13 BLK 11 PROJECT* 04128.002-13111 MODElu " 4ENB ' 1751—NEUVILLE GARAGE 91WING: LEFT PAGE: DETAILS 150 MPH EXP. B DAT : 11/15/18 BCALE: 1/4"=1'-0" B*MOT S1.1A d N. RONALD REAGAN Sl LONGWOOD,FL32750 PN: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 avBDIV. & LOT: SILVERADO LOT 13 BLK 11 Pitoj=T/ 04128.002-13111 HODaIa 4ENB "1751- NEUVILLE" OA ACIM OWtNO: LEFT PROM: DOWEL PLAN 150 MPH EXP. B DOWEL PLAN SCALE: 1/4" - V.0" TIE VERTICAL RESAR TO HORIZATIONAL REBAR W! 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. .. �.. B. TO HORIZONTAL REBAR WYIO" HOOK .71 ° C GROUTED BOND BEAM Z —k VARIES PER ELEV. ° a S e° O O ° #5 BAR6 Q Ell l • �6aKp7 .� 10' HOOK I G ° f � J IL mo —a• 4. - •� -• —+�- ° '; 9 ° CLEAN OUT REQUIRE o�a p m �'-0" Q FOR INSPECTION m ILr to tI 0'-0" FIN. FUR. O •° TIETERTICALAL jj a TO HORIZONTAL °I 5 • ■ REBAR W/10"HOOK ///'''��ccc--- BAR SIZE 48 BAR DIA * -� •C. ZIr �O #3 1S' 30 * UNIT NS �ml ARE NOMINAL SIZES OFFSET METHOD CONTINUOUS BAR SIZE 48 BAR DIA as #7 4z• HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL METHOD 044 s4' #5 39' MASONRY SYMBOLS * 3 SCALE:3a"=1'-0 REINFORCING %^„� REINFORCING 1 #7 4Z; SCALE: 314"=V-0" 1441 N. RONALD REAGAN 8l LONGWOOD, FL32780 PH: 407-77446078 FAX 407-774•4078 www.abdesigngmup.com AA #: 0003325 Ib MO SVDM & LOT 9 SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-1311 MODEL: 4ENB "1751— NEUVILLE" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9) 10d x 1 1/2" HDG NAILS. SMALL JACKS < 9' 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" 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-01 AND APPLIED IN ACCORDANCE NTH 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 (4'1. 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 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 POS36, .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 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK SIZE 8 DESCRIPTION REMARK 0 (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (w) VS1..H' REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 1 01#5 WA GROUTED SOLID 'CAST-CRETE' SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS Gt»e �wss SAFE LOAD - POUNDS PER LINEAR FOOT `eMe. -WRA SAFPL OAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH sa4s sTase w*w N700e NOe06 saam W" TYPE LENGTH 8US BFS RCMU TYPE LENGTH NSIT Nsat W124T Wise W WIT eP»ar IRa1T wan anstT eta4sr Wn14T N'»e7 W3mT aa9a7 BUB Nets site mete Name waste seals ;a , T4' (42') PRECAST 2261 son ens Wive w7 am wn tee, Td (�) PRECAST 1026 1024 1668 T4• (42") PRW AST ton 2w »N 4w ato wa Im aoN NO na 7W 404 14aN Rion Ion Mve eve4 4w a» sin fOn 4'4• (48') PRECAST 1SN Agin AM NO 4w sm 7w 61n r4• {�) PRECAST 766 769 1308 V-V (46•) PRECAST 1w sae aD» agile 4w »s avro 2M NO na Ten W4 ,0ve4 11on ion 210s 7080 76/6 46ro veN nro 4'4' (647 PRECAST 1668 ton ?rm ten 27ve 4aa s100 e2N 4'4• (Sn PRECAST = fiW 1073 4'4' (54) PRECAST 1IDI 20q 7ro7 vefl 40a 1711 daft 21ve 4M ale TNT an "AN lion tan AM nn ve/6 40a 4Ht ea7e T 4' (84� PRECAST 1217 ion "a ion mo nve veve NO TI' (a� CST 411 411 T46 B4' (8{') PRECAST lots 171 2m ton aw w1 4na ton s»6 m 7M7 jjji0 ins 17t6 taro Ave ae» 301 4022 T•10' l70") PRECAST 1002 1106 ITS an 20» 26N son 8n0 SAW (70•) PRECAST 340 330 816 B-f7 M PRECAST w 1 ton e107 aw 41» ton ze I 4w 71 711111 w ten I 2a» 2m atn aWw 4133 S4• (M PRECAST on 1m IT Nve a»I a/» 43D AM Sd (?9 PRECAST 507 721 490 S4' M PRECAST AN 3m 12s x1n Nve sm son loom. aw w /NI a» as Am NN vu T4' (Ba) PRECAST 746 1011 17ve eve? 2206 2w nn aw T4• Mn PRECAST 124 624 883 T4' lB0') PRECAST 7n 2w 0 1011 I7ve 2»1 m am W7 eat 7n I= MR 20ve ass Zen m B� (112� PRECAST 664 w 110 I 21N Nee gals nve V4' (712� PRECAST 828 612 280 Vim' (112' PRECAST vet 70 i M 1N nn 2 00 7» tea lea aeN awe eon wt w /ale Ion 1w 21ve 2eN 1a4 (128� PRECAST 47b w w 1247 2= 2777 21» 2m 1a-0' (128•) PRECAST 264 401 180 1a4' (120� PRECAST w eNI live 14M 1 2011 8a Im 1w 2w mt 47N w w 1472 77» an Am 11'-4• (186� PRECAST 8B2 w Na 1w lea No aw Son 114• (198') PRECAST 28D 482 164 f1'•4' (196') PRECAST - on 1»7 127 fn 17» w eve /vea ton US nn Son 404 onIM lea 1ne 21n IZ-V (1441 PRECAST 6S7 AN giro In" ton 2106 ton at2 124r (144) PRECAST 244 402 137 IZW (144') PRECAST 470 4» »6 1t 7 low on m 12N Nee nn 1w a 4fl eve 1aN 1 Am 13'4• (18a) PRECAST zee 471 m +oro Ion lw 2e.6 2w IT-C (10a') PRECAST 217 324 110 1TI' (16a) PRECAST 4N w 7» w i 1a® 4" 7» Ins 14y INN 2114 m» 4. 40 110 N NWT 14•-0• (188� PRECAST 279 4N IN Ion 1w Rn 2127 212D 14'4' (1W) PRECAST 206 282 /00 U'4' (188') PRECJIST aN w 7N w /220 4a 7ve /on 1ve1 Mon 2127 2w NO 175 1w 1 isoff 11'4• (178') PRESTRESSED KR Nt MR M1 NR IN IN 14W (17n PRESTFAM N.R. 284 W 14W (178� PRE8TRE 2M 2a eNM. w an w on l w 1n I. l7N w i» faro Asa fl46 2n7 m2 IV4' (1841 PRESTRESSED N.R. W NR W NR N' NR NR ta4' (iB4•) PRESTRESSED N.R.260 63 15-4• (1841 PRESTRESS® 2N $13 SIT Ise 911 412 710 12M 1733 Ion 232D 2na 2ve w eve 1 1 ton fro' (208') PRESTRESSED N.R Nt m N4 NR IN NR Nt 1r4' Mn PRESTRESSW N.R 194 64 tr-V Wn PMSTRE880 In IV ive m vet 740 eve 1 tve ta77 giro lm on eve w ton te» aw Am 194' 1252.1 PRESTRESSED NAL NI NR Nt MR lal NI M 174• RS2') PRESTRESSED N.R. 1M 62 19-4 Mn PRE 1ve 1N w w 4n w 6n N1 667.747 ten yfi w 7» ive7 five ins 1716 21'i' 12�1 PRESTRESSED NR NR NR NR NR In NR NR 214' R�1 PRED'IRE88ED N.R. 126 42 21V• (266') PRE 1a 2N eve 4» w on IN as w w tta ton ,w ,a 1n m 1n afl 7n w ton 22.'-0' 12647 PRES11�8ED NR M M Nt NR M Nt tel 22'4' (264� PR�i1221=0 KR 116 40 22'4• Gw9 PRE8TRFA8ED 1n 2n Na w w w2f4r IN a/a 1m 7N 1047 I2» see (21n PRESTRESSED N.R NRNNRNR Nt NRW-T (286') PRESTRESSED N.R 91 38 avw {2689 PRE87 iN 1N2» 172 W 41111 tw 416 Mani 4ve 7n W afl 1ve w,» eve w 1w ,2L (0) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (A) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2016 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR S CEID VALUES STATED A6OVE • ALL PRECASTPROOIICTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MI 4MM C OF BEARING PAST EACH SIDE OF VANWH OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE#: 1"126.03 —8F16-1T/0MI08 " 8Fi6-i TIOM/OB W 8F18-,TIOM/OB 8F24-1T/1M/0B t: _ HHHHHHAN 4 � # hum 1 % 0 1 GT 3 $ ' ` LINO PROVIDE BB1 a WHERE ROOFTRUSSES 1a1 d Q` w BEAR. TOP OF WALL EL. 8'-8" LINO E °0 2 1 � k 1 1Q 4Q ( ILL Y i. s,m 3 ( p $ fi e 'In a 4 1 031 � Q( 3 5 '! -6 � 1 1 � a 4 § � S E ' `s 8F8-1T/0M1OB i N r C GT SF18.1TAA1f08 4 i " . ..� 8F28-,T/iM/OB ,-� w, ".a -..., „., .M. ,,....,.. ..�8F4'l T/OM/OB LIFT BEAM PLAN SCALE: 1/4" - 1'-0" 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 W0 I! av>aDiv at: r or. SILVERADO LOT 13 BLK 11 P12oi=T# 04128.002-13111 MODZX,c 4ENB "1751—NEUVILLE" 0AItAGZ 8WING: LEFT PACE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B IF #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ tO' HOOK\�' 30" TYPICAL #5 BAR IN BOND BEAM CORNER NFORCING OF BOND BEAM 019SCALE: 314'-T-O' mmm"4 NOTES TO THE INSPECTOR/CONTRACTOR TYP 8"x6" 1. PLACE LINTEL ACROSS TOP OF OPENING, BOND BEAM 1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. br PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING ,rOF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1` TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. Sk16" Zp 5. SHOULO THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM OJT / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL , 1 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / A TOP OF THE LINTEL. Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 8 P$y' F@.� Sx16 DBL, BOND TOP OF BEAM W/(1)#58AR BOND BEAM EACH COURSE O Sx6 BOND BEAM TOP OF �OQP.�\� W/(1)#5 BAR .`; BOND BEAM F =FILLED W/ GROUT �\AO U = UNFILLED GROUT SOLID FROM TOP �1\O NOMINAL # OF;�'S, IN 2N0 BOND LINTEL TO TOP OF BOND OF OPENING WIDTH BEAM COURSE BEAM SEE NOTE 5 6-1 T/1 �/c B LINTEL Wl(l) 58AR8 PRE -CAST RL _r1TE p$��F NOMINAL LENGTH OF BAR = WIDTH OF MASONRY 0P HEIGHT #OF#s'S,TOP QPENING-2' BEAM DESIGNATION BOND BEAM COURSE OR �f IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE CAST CONCRETE G SCALE: 3l4"=1'-0 THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX - 1T/OM108 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)13/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK 61ZE.145 MIN HEAD WINDOW A SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHOWN 3 2x6 (MIN 2 X 3) 2-3116 TAPCON - 19' PRE -CAST .a OR DRIVE PIN (MIN SHANK WINDOW N SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 VIC) S• SLOPE FROM EACH END AND 1S' MAX N 1-1/4" EMBEDMENT T 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL 50 SHANK SIZE.145 MIN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") W FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-114' MIN. 2-12d PER BLK EA. END VCMU/16'OSB BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW L SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP scALE:1in'=1-a-a' 5 SCALE: 3/4"=1'-0" 3 SCALE: 3/4"=V-0" E� PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I I I — I SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF, OF EF FILLED CELL BOND. BEAM 9 � / II IIXEN IIER PROVIDE #5 BAR OR DOUBLE REINF. BAR(S), AT EACH SIDE STEEL REINF. OF OF ELEVATION AT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-lY' SINGLE LINTEL, MULTIPLE OPENINGS 6 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 mmn: etyaDiv. at L SILVERADO LOT 13 BLK 11 PROJECT* 04128.002-13111 MODEL 4ENB "1751- NEUVILLE" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B DRAB: 11/15/18 SCALE: 1/4"= V-0" =BEET S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9) 10d x 1 1/2" HOG NAILS. SMALL JACKS < 9' 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 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-01 AND APPLIED IN ACCORDANCE WTH 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 W NDOW, 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. S. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 18" 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 LBS SHALL BE FABRICATED W/AM BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED 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 CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2 PLY U:-1390 LBS G: 3628 LBS FRAMING PLAN SCALE: 1/4" - V-0" Bs as 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.ebdeslgngroup.00m L AA M: 0003325 roll 0 y� C a sysD:v & L07' SILVERADO LOT 13 BLK 11 PIiGJECTN 04128.002-13111 MODZIU 4ENB "1751- NEUVILLE" GARAGE 9WING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B PDAA= 11/15�18 sCALX: 1/4"=1'-0" siIEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFAVALIJFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE (2) USP HTA16 TRUSS ANCHOR 1 175 UPLIFT USP "ROOF/WALLIFLOOR WITH (9)10d x 1 1/NAILS TO 7'TWM20 H W 010d TO SHEATHING TRUSS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) Wl SINGLE TRUSS AND (4)1/4" x 21/4" FASTENER SCHEDULE" CONCRETE EMBEDMENT. DBL PLY, A PT SYP #2 7'XVX4'4' TAPCONS TO CONT A41)USP HTA16 TRUSS ANCHOR WITH (9) STRAP, 1 EACH SIDE WRAPS UP MAYBE ADDED W/ 10d POURED LINTEL 10d x 1 1/7' TO TRUSS. FL#17680 AND OVER TRUSS (NOT NAILS, 2 ROWS, 3" O/C TO 842) USP HTA16 TRUSS ANCHOR WITH (9) SHOWN) FACILITATE 2?LY # 1900 UPLIFT (2) USP 10d x 1 1/7' TO TRUSS EA STRAP. FL#17680 USED IN CONJUNCTION WITH CONNECTOR. HTWM20 INSTALLED ON PRE-ENG TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND HEAVY UPLIFT CONNECTOR OPPOSITE FACES OF OVER TRUSS (NOT SHOWN) FL#17680 BLOCK WALL W/1010d TO (A) USP LGT2 W/ (5)1/4'k3" POWERS WEDGE TRUSS AND (4)14' x 21/4" W, 2x WOOD FASCIA BOLTS (16)16 GALV. NAILS TO TRUSS (2PLY) TAPCONS TO CONT CONTINUOUS BOND BEAM SEE ARCHITECTURAL #FL17240 (NOT SHOWN) POURED LINTEL 2% SECURED W/ (3J 16d (S) USP RFUS STEEL CONNECTOR WITH (4) GALV. COMMON NAILS. ENGINEERED WOOD 3/4'k6' WEDGE BOLTS AND 1x2 SECURED W/ 10d TRUSSES 24" O/C, 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 12' O/C FOR REVIEW 2x SECURED W/(3)16d AND APPROVAL GALV. COMMON NAILS. I F 4 BOLTS ARE USED 1x2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS MASONRY BOND BEAM 17' pip SEE SCHEDULE SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L1785 LBS (2PLY) A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TAP CONS MIN. 7' COVER 7APART TYPICAL TRUSS/ REPAIR OF MULTIPLE w1 1 a 1 SCALE:3/4"=1' " TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTORS) 2a 2b Bar 16 GIRDER CONNECTORS) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (31 111 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA1220 GAGE U COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dO/2 HPG COMMON NAILS. 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 0 EACH END TOTAL OF 10 30-1" TO 69-0 (3) "X" BRACE SECURE PT. PLATE (1) "X" BRACE DI CENTER TO BLK WI DIA. / 1 FLOOR IVIDED DUALLY BOLT ANCHOR BOLT W/IG GIRDER FROM CENTER TO END. WASHER SET IN HIGH 71MAX. 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 37'OC PERE FVAT&nN IL PRE-ENG GABLE TRUSS SECURE GABLE P.T. PLATE W/ 12d's tl's 87 6' PRE{NG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX 5/8" GYPSUM BOARD OR 1/7' HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH CLG. BOARD R TRUSS SECURE TRUSS TO TOP PLATE W/ (2) TO BEINSS TALLEDEACH TO BE 16d TOENAILS IU-0' O.C. MAX. DOUBLE TOP PLATE LAli HTT4 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB 8 (20) 160 x SEE SCHEDULE FOR 2x4 OR 2x8 WOOD BEARING 2-1_ NAILS TO POST., BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 4A. a. 1/7' GYP. WL. BD. °• �, BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE:34"=1'0 6 GIRDER/WOOD POST CONNECTIONS ° 5 FLOOR TRUSS CONNECTION L.B.W. 4 SCALE:3/4"=''-a' (NO UPLIFT) DEPTH 1/4'D —HOLE EDGE -5/8" —HOLE DIAMETER <2/5'D SOL. STUD OUTER 113 OF SPAN ONLY PLATE STUD NOTCHING AND BORING LIMITS EDGE -5/8' HOLE DIAMETER <3/5'D DBL. STUD A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 341 USP WEDGE43OLT/J-BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8)16d VALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4"' USP WEDGE-BOLT/J-BOLT, S' 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/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 D - USP THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS, FL#17232 E - USP THOH28-3 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"' USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE:-'=1'-0' 6 EDGE CENTRAL SPACING SPACING SEE SEE CHEDULE, SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE W 51/2" MIN. EMBED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT, Z 2. END OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4". 3. ALL BOLTS TO HAVE WASHERS 4. EXP. BOLTS/J-BOLTS SHOULD NOT BE ANY i CLOSER THAN 6' O/C. 5, IN LIEU OF HILTI PAPS, 1/4" DIA x 3" MASONRY (2) _ PT SCREWS (TAPCONS) MAY BE USED, SAME CPA(:Ixi(� 1 P.T LEDGER SCHEDULE MARK SIZE BOLTSIZE BEDOESPACMq 09ffRAL8PACM A DOUBLE 2x8 1/2, 8"" 161O/C S DOUBLE 2x8 34' W O/C 24" O/C C DOUBLE 2110 1/Y' 8" O/C 16' O/C D DOUBLE Z00 3/4' 8" O/C 24" O/C E DOUBLE 200 3!4" 6' O/C 16' O/C F DOUBLE 2x12 3/4" 6' O/C 17' O/C 10 WOOD LEDGER DETAIL scALE: 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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND 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 SCALE: 3/4"=T-T 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 BLJHDIV. Ae LOT: SILVERADO LOT 13 BLK 11 PROJECT* 04128.002-13111 MOIDMI: 4ENB "1751— NEUVILLE" GARAGE EW MG: LEFT PAGE: DETAILS 150 MPH EXP. B ROLA D n AB0t1CF'IACRA L AR NO 93M DptmT ATE'. 11/15/18 8CALE: 1/4"=1'-0" skmw S3.1A FLOOR DECK 2.6 PT TERMINATION 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3) i6d COMMON W/ (6) 3116" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING SCALE: 3/4"=1'-0" USP LFTAB W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 W/ (16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING = USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W! 10tl x 1 GIRDER TRUSS 1/7'HOG NAILS FL#17239 WALL / FLOOR FRAMING, %,� TRUSS PARALLEL TO WALL DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ LOd 3" O.C. 1ST PLY INTO LEDGER AND 10d 0 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 6' CMU WALL REINF PER PLAN PER ELEVATION lyu (0 z S ®SUU PER ELEVA ION m 1X2 FIRE-STOP ---�'- ML #18 WOOD SCREWS _ x 2" LONG (tj 3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; SHOWN NT USP A3 EA. Ai TRUSS /4^ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR FLOOR TRUSSES (SEE PLAN) DBL 2X_ LEDGER SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL #8 WOOD SCREWS x 7' LONG a 3" O.C.; STAGGERED MI AS SHOWN �k DBL 2X8 LEDGER Jliu, TO CMU W/ 1/2" EXP. BOLT 6 CMU WALL AT 16' O.C. AND 6' FROM MT REINF PER PLAN END W/ MIN 5-1/7' EMBED. FLOOR DECK PER ELEVATION 4� �00 z,r� PATTERN 0 PER ELEVATION=z 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS 17' O.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL 2x STUDS PER PLANS 2x STUDS PER PLANS DBL PT 216 BLWNG BETWEEN TRUSSES WI 10d 0 3" O.C. 1ST PLY FLOOR DECK 2x4 CONT. W/ (8)16d NAILS INTO LEDGER AND 10d 0 3" O.C. 08 WOOD SCREWS (TTOP FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 2" LONG C 3" O.C.; MT TOENAIL BLOCKING TRUSS EA BR CE. () 6TRRUCTURAL SHEATHING TOP 2X4 SUPPORTS BT. 4 BELOW STAGGERED OFF CENTERLINE OFF 2x6; NAILS 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FLR) 3/4" AS SHOWN 2x4 BRACE a 4&' O.C. w/ (5)12d 1'4" MIN. FROM 2ND. FLR. FLOOR DECK It NAILS EA END LINE 2x6 CONT. W/ (8)16d NAILS DBL 2X8 LEDGER TO CMU W/ LEDGER BOLT MT Bd RING SHANK NAILS 4" O.C. MAX 0 BT. OF FLOOR TRUSS 6' CMU WALL AT 16' O.C. AND 8" FROM INTO BLOCKING (ST. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5-10 EMBED. 1611 NAILS 0 8" O.C. MAX 1X2 FIRE -STOP PER ELEVATION FLOOR DEC /4�� PER ELEVATION PER ELEVATION Orp 0 O= NAILING PATTERN Qa PER ELEVATION K IF OL PER ELEVATION PER ELEVA ON PRE-ENGINEERED WOOD 24" PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) MASONRY NAILS 17 G.C. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 0 EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM RED. BOND BEAM RED. TRUSS (VERIFY W/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA160370.C. TRUSS PLAN) FL#17680 AT TRUSSES PARALLEL (VERIFY W/TRU S SECTION DETAIL TO EXTERIOR WALL PLAN7 # )FL1880 AT PARALLEL /PERPENDICULAR 5 SCALE: 3/4"=1'-0" C PRE-ENG FLOOR TRUSSES NOT USED O PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE{'D NGWOOD 'D SEE SCHED. BELOW N4 ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS 24" O.C. AjLkl NOT SHOWN FOR CLARITY) MAX I L�EVATION I I FOR STRAPPING VERIFY ROOF TRUSS SECURE 2x8 PT. PLATE TO BLKW/ TRUSS PLAN TRU88 TO TOP PLATE SUM BOARD OR 1/7'HIGH 1/2"DIA. ANCHOR BOLT W/ 7' A - USP MTW-12 U < 1195 LBSTH rPRE-ENG CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH W/ (14)10d GALV. COMMON TRUSS TO TOP PLATE W/ (2) WOOD POST TO STRENGTH EPDXY 6'MIN. NAILS. NAILS SLAB.SEE EMBED. AT 3TOC MAX. B - (2)USP MTW-12 U <2390TOP PLATE SCHEDULESECURE GABLE TO2x8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's WO.C. MAX COMMON NAILS EA. x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE •O• PROVIDE BLOCKING • USP SPTH4 OR SPTH6 BTM 1/Y' GYP. WL. BD. 0 • AND TOPPLATE ANCHORS W/ 10d X 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB WI CONT. 2x4 SECURED W/ (2)10d's ®EACH FILL ALL HOLES, DO NOT USE 10dx 3" IIZW' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 VYa'O.C. MAX. EPDXY 5-10EMBED. MIN. 016' 11Oa 10b IOC OC MAX. SCALE: 3W=T-9' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @CMU WALL °" 8 T roPW QO,,,gZnD,, SCALE: 34"=1'-0 • ° A-USP MTW-12 U: 1195 LBS Wl114)10d GALV. COMMON NAILS. FL#t7244 • 8 B - USP HTW-20 U < 2046 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C _ USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8'- A.T.R. TO PHD4A AND (10) WS3 WOOD CONNECTION L.B.W. SCREWS TO POST FL#17240/FL#172419 S(�,��)TRUSS POET To BLAB CONNECTION SCALE: 3f V=V-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,285 G:13,815 W/ 5/8 DIA x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W15/8" AB. WITH MIN. T' EMBEDMENT TO SLAB & (20) 16d x 2-112" NAILS TO POST. FL#17324 144i N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigegrouP-gym L AA #: 0003326 �NIIIII subDiv. & LOT: SILVERADO LOT 13 BLK 11 PROJECT# 04128.002-13111 MODEL: 4ENB "1751-NEUVILLE" GARAGE aVFWQ: LEFT PAGE: DETAILS 150 MPH EXP. B DATE. . 11/15/18 aCALE: 1/4"= V-0" aFIEET S3.1B 0 `1 GABLE-EfAJ .. HP ROOF "L A ROOF WIND DESIGN PRESSURES ZONE 1 •8.97 PSF (19.97) ZONE 2 " 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH 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 1/7' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 04" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK, 21/2' 0.120' 170,000 RING SCREW SHANK PER2ICRINGS !M SCREW SHANK 21/7' 0, 120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH SO 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 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS (9 4" O.C. TOP & BOTTOM EDGES . . . . . . . . . . . y Q w" J Z W w U) J Z Z Z UUWLL LLLLLLIII XctW Z ww U oa TDa O g z $LU O F 2: S CL TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH FTER END. RAOR T R ^ .--_-I ---_. '1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD` Bd RING SHANK GUN NAILS a 17' O.C. IN FIELD or 8d x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS 0 17 0.d.jN FIELD J\ GENERAL. NOTES: ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELD` Bd RING SHANK GUN NAILS a 17' O.C. IN FIELD or 8d x 2 10SCREW SHANK PNEUMATIC SCREW -NAILS 0 17 0.d.jN FIELD J\ GENERAL. NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 33'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WMD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT p6pA4DE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE 3PF. ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, S8i EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CHAMFERED LI'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB.SONQtOUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SWILL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWNGS ARE INTENDED TO BE TYPICAL AND FORMWORK: 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 SEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0,42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT VMERE 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 TWAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. 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 WTH 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 W RE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE 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 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. RESAR SHALL BE ASTM A615 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 WTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED HELD LAPS ARE STANDARDS FOR METAL-PLATECONNECTEDMOOD TRUSS CONSTRUCTION', AND 'TPIAYTCA SCSI 1" ROOF: LIVE LOAD FLOOR: LIVE LOAD 10 pd SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pd TOP CHORD+1orlconcwreM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pat BTM CHORD noNsoO-t #5 BAR - 30" #7 BAR - 42' PROVIDE 30'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WLL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI ASS.1-1982. 15 psf TOP CHORD 20 psf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 Pd 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 BTM CHORD 5 psf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST WIND UPLIFT: IOpef WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILSAT BALCONY LIVE LOAD 60 paf STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD SPEED-150 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WLL 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIONI 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 WTH 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 CONTRACTOR'S 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 SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MD( PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Ti. PRIOR TO THE ADDITION OF PLASTICIZER, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPUCES 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 DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWNGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ ASCE 51TMS 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. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE SEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH AND CLADDING WHO LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMlM13/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" 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. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTMC44 OR MEASURING, YANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL R IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIMUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-117 FOR AS AND SMALLER 7 FOR M) AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1I4" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH 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 = 38 kW FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE 8, Fy = 46 kw. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 Iml. 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 WTH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DO R BUCK FASTENERS FASTENER AFPUCAMxI 812E TYFE 9MgN0 REMAPof3 APWGTON SITE TYPE BPAGND REMPRRS 1#PT FURRING TO CAMARDEN®Cgl °'�TOMPBONRYgd1C GARAGE DOOR BU2t SEE OETNL BEE DEINL 9EE DETAIL SFE DBTNL MABONRYI WNC IS LONG. wo.&.EJ(T. DOORS CASE MMOENED WIL 9'dC WINOOMRIDOW FASTENED ONUOE DOOR BUCIf BEE DETAIL BEE DETAIL 9EE OETNL SEE DETAIL x FT,eEE NOTES iO MABONPYA>ONC. WINOOY/BIKK cASE NAROBNEncgL rqc WlrmwmgNFAsiENEn METALBTRARTO CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE tgTEB NAIL 11?LONG. 9iAGGEREO INTO MA90NRY,CONC. MABGNRYICgNG REQUIREMENTS EM. SV/,NG ODOR (?)3I1B'gA "iPPCOFf 1TENBED,�END. Np+BEARIN0 W000 tYt' E%.-LT N rEMBm.rENO BUCKS Pi, BEE NOTES NO WASHER FABTNER 1°• .IYI EDGE q9T. dST, 1 WALL TO CONC.&Nl WI WASHER BOLT daT., 3"EWEdBT. 2vRW1NOd.V B'JCx 0.198°PPFx21A" 9.OIC 4-END. qST., 11? PT iOSTEEI Cd.., 9EE Eg1E qST. NO E S Ly1 N,qe AGOERED NOR 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, W NDOWS AND EXTERIOR SW NG DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER8 SPECS AND l OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR W NDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abda9lgngroup.com AA #: 0003325 L4 N C4C4aO C sURDIV. So LOT': SILVERADO LOT 13 BLK 11 PROJ=TLF 04128.002-13111 1LODEU 4ENB "1751- NEUVILLE" GARAGE sIWMG: LEFT PAGE: DETAILS 150 MPH EXP. B 1 �T LIIKA AR NO 9C M Dw 11/15/18 IECALM: 1/4"=1'-O" aHEET s • 1 TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS :�)K" k`#��J •