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HomeMy WebLinkAbout7142 Boxer Round Pl4 99 2447 3EFB-ROBIE99 YC6«1'iW BODES F011111 LORIDAS S�tlr, '1ATIC7 4AL ELECTRi� < .. W _L5 :i\ ID THE CITY OF A P R ORpw'NCES HOMES D101 -fin �G O'�M�N�R pW�p,N 12602 TELECOM MRIVE, TAMPA, FL 33637 T491: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX:813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .lam L;fIIIIMM DO= . WH I�DIilON (=7) -ALL LOCAL MD STATE CODE .00CUPANCY — RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B BASIC HIND SPEED — Vult=150 MPH Vasd=116 MPH '�O� - B •1-STORY RESIDENCE — •2-STORY RESIDENCE -MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIRCONDITIONING LUM. ALT. ADJUSTABLE �. AMP. AMPERAGE MIN. B. BOARD M.T. CL CENTERLINE MID. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR. CLEAR O.C. CONC. CONCRETE PI, CPT. CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLY. DEL. DOUBLE PLYWD. D.G. DUAL GLAZED PR. Du. DIAMETER P.T. DIM. DIMENSION R. IMP. DISPOSAL RAD. DP. DEEP R.A.G. DR. DOOR REF. DS. DOWNSPOUT RM. DTL. DETAIL R.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL S T. EX . EXHAUST SHMG. BXT. EXTERIOR SHWR F.GJFX. FIXED GLASS SIM. F.G. FUEL GAS SL. FIN. FINISH SL.GL. FL R FLOOR STD. FLUOR. FLUORESCENT SWS FIL UP FRENCH DOOR FIG. FOOTING TEMP. GA. GAUGE THK. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GL. GLASS I". GYP. BD. GYPSUM BOARD U.N.O. H.B. HOSE BIB H.C. HOLLOW CORE V.P. DTORHr HEHEADER IGHT W. INSUL. INSULATION WD. INT. INTERIOR WOW. W/W.H LAVATORY LUMINOUS M °;F ECABINET MINIMUMS METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDINGGLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OP PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF LATHER WOOD WINDOW WA ERHEAWRGHT in �Ri DATE DESCRIPTION OBlLOAI p-STORY MOCK CONVERSION ARCHITECTURAL SHEET DESCRIPTION DID SET ISSUED PG CS -COVER PAGE PG GN—GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA-DETAILS PG A2—SECOND FLOOR PLAN PG A3G-FRONT & REAR ELEVATION "G" PG A4G-LEFT & RIGHT ELEVATION "G" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-DETAILS PG D4—PRODUCT APPROVAL PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS VVnle 20M MC UPDATE 07AIA5 STONE ELEVATIONS ADDED oaAs/m DID SET RE -ISSUED OMi6/m FOOTING REVISION PER M. SOIIl:9 OW" INCORPORATE I -JOIST DETAILS 4 PRAMNG PLANS PER M. OM6 MMAS CONSTRUCTION DOCUMENTS RE -ISSUED "AS BOLLARD DETAIL REVISEp OV16AS DETAIL- 'ADDNG BAR TO BOND SEAM' ADDED TO 612A • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 OZAMAS TRUSS ID'S ADDED TO FRAMING SHEET SQ,FT. CALL. S 02�y PLAN MANTENANCE 04/M REVISED LNTEL SIZE • ENTRY IST RR LINING I.®48 SQ. FT. A!D FLR LIyNG r" SQ FT. TOTAL LIVNG 2,441 SGi. FT. GARAGE 4D3 Sa FT. ENTRY 32 S@ FT. TOTAL SMXIO PATIO B® 2 SO SCLFT. SD. FT. 04R6AS UPDATED LEDGER BOLT SIZE 4 SPACM9 064M ADDED LED LIGHTS • KITCHEN 4 SATHRO" PER MARL WOO M41M REVISED I-JOST LAYOUT O'WM LEDGER BOLT SPAM 1MV16ED STRUCTURAL SHEET # DESCRIPTION. PG Si —FOUNDATION PLAN PG SI.1A-DETAILS PG SIAA-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG S2-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.iB-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.IA-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG S8.1A—DETAILS PG SNl -DETAILS I i DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETARDIG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP W[LL 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 RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. I d N. RONALD REAGAN Si LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 J g � S BUSDM & LOT: SILVERADO LOT #6 BLK #17 PROJECT 04128,001-06171 MODEIc 3EFB "2447- ROBIE" GARAGE STUNG: RIGHT PAGE: COVER SHEET 50 MPH EXP. 0PtDrr 10/09/19 SCALE: i/4" SHEET cs 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) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAW%, 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. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR IHE 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 ARCHITECT/ENGINEER. 9, NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. 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 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 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. It 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: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.2014) 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 ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt, 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. HL.UMBNiO 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. B. 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. EXTERIOR WALL COVEPAIGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 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 - 1"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-C1063 -11A AND R703.7. FIRE RESISTANT 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 /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 IPr TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURERS SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) i"I N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 • �y Oi 8S 5 o� g BUBDM & LOT: SILVERADO LOT #6 BLK #17 PIROJECTo 04128.002-06171 MODE71 3EFB "2447-ROBIE" GAP.AGE 81FMC: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. &-: T DM* 10/09/19 INCA=:1/4• = 1'-D' a*== GN 29'-A' '-2' 10'-0' PATIO 15'-8' 14'-®• 8 S 3052-SH Ecimes Q dl II'-8' LIVING ROOM V_V CLG. I BEDROOM#2 �D I V_V G.G. I 1 0 H / 4. POST /'-4' 8'-0' 4'-0' . 2' 8' SR w CLCI I I II�X I`--- uIC fiDI O DINING ROOM V-V G.G. STAIR DATA 16 RISERS • 154. I 15 TREADS • 10' 4' NOSING 1 �SHM PAN COATS`� POST AfRQWCI V. it _, B Q _ IQE_F.' --- PANTRY — —1 4ALF BOLLARD AS REa L PER BLDG. CODE CAP a a GARAGE �n W-V CIG. 9 UP io FOYER C e'-8'GG 1 10'_4' M.T. 6'-4' V-4' W/ I . ENTRY TRANS. _ N -------------- '-4 T,_0. -0, 9'-8' 20'-0' I'-4' NB i- MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UN.O ON PLANS 8'-8' BRG. 8' BLOCK WALL UN.O ON PLANS IS'-8 3/4' BRG. LOAD BRG. WALL UNA. ON PLANS 4' FNTEROR NON LOAD BRG. WALL UNA. ON PLANS ALL INTERIOR DOORS TO 15E 6'-8' 14T OOIPgBIf ND CUDDIgMO LOIDB eee c ww BaaelwE Fan a eeoac auera OFOINIal3 Sam ZONE =IFHMOFW RBNII® MCTIPE FOINACE MIN. WNDOW I0 5 251-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA S,Cs.D. MIN. 41 5 23/-29 CRITERIA *010 0.14.0. 112 5 20.1/-221 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICIENT = t 0.18 BLDG. CAT.=H• EXP.=B• MEAN ROOF HT. 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE IBM 5TH EDITION (2019) TO MEET TESTED ALLOWABLE OR NOMINAL TIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0011IIOL DN SQ.FT. CAM'S IST PLR LIVING I" Sa FT. 2ND RR LIVING 1,399 Sa FT, TOTAL LIVING 2,441 Sp. FT. GARAGE 403 SO. FT. ENTRY 32 W.FT. TOTAL 2AN 60. FT. 11 BX18 PATIO 80 SG. FT. FIRST FLOOR PLAN SCALE: 1/4 . I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 'V2'(I2.'1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(15.9mm) TYPE X GYPSUM BOARD OR EQUIVALENT. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 201-1 l(PTH ED.) 302.1 1441 N. RONALD REAGAN SI LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 000332E �� J8 •ng9s j e SILVERADO LOT #6 BLK #17 PROJECT* 04128.002-06171 MODEti 3EFB "2447-ROBIE" GARAGE SUING: RIGHT PAGE: FIRST FLOOR PLAN 50 MPH EXP. ly DA E: 10/09/19 8CAI.E:1/4" = I'-0" SHEET Al C DCL. TOP PLATE 9 i.l BAR DETAIL STAIR DATA: (2) LAYERS OF 3/4' PLY1000 ISR • lB4' OR (2) LAYERS OF 3/4' BUD IS TREADS • FLOOR MATERIAL RIPS FOR IV- V NOSMCs SOLID NAILING 14 / W<NDII!AJL 3/4' KICK / V MAX. PLATE / NVOSINC M r vxoam i o Zoo / STOPPING /, Ell / L(3) 2X12 B.YP. / STRINGERS / ING • EA 22 X I2 STRI GEE SECURE 2x4 Pr PLATE TO SLAB WV V4' X 3 114' TAPCONS WITHIN W OF EACH END AND 24' Or— MAX IN TFE FIELD 41 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SMALL WAVE WALLS, UNDER STAIR SURFACE AND ANY SOPFITS ON THE ENCLOSED BIDE WITH I/J• GYPSUM BOARDS. F9CR FFJW.T 3/4' T40 SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE @)ARCH DETAIL WALE:1/4'"I'-0' 10 10-0 3/4' 2ND FIN. FLR FLOORING SYSTEM (SEE FLOOR FRAMING SWEET) FIRESTOPPING SHALL BE NSTALLEO N CONCEALED SPACES BETWEEN STAIR STRINGERS AT LEAST ONCE N THE MIDDLE OF EACH KIN AT THE TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE UTM ADJACENT RN OF STAIRS OF THE RUN PER FBCR 20RT, 6TH EDITION FION . MATERIAL FOR FIREBLOCKNG SHALL CONFORM TO FECR 20M. 6TM EDITION R302A1 Nam, STAIRS RISERS TO CCH4.ORFR TO POOR 6T14 EDITION (2011) MN TREAD•10' MAX RISER•1 3/4. 3/I6' MAX VARIATION N RISERSRREADS ADJACENT TO EACH OTHER "' MAX VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4- •-V4' OR PROVIDE EOUVALENT GRASPABILITY IIIINDEM- MIN. 6' WOE • NARROW END MIL 11' WDTW • O' RSOM NAPOWW END 34' MIL WANDRAIL WGT. CSTAIR SECTION SCALE: V2'.I'_0• THE CLEAR SPACE BETWEEN 1 1/2" THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R311.1.82 W/ 2X4 RE-INFORGNG NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 16010.1 / F.B.G. 2011 Al NDRAIL SECTION DE, 3/4'"I' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 • qq R O it YC in x 0 s etmDIV. k LOT: SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODEL' 3EFB "2447—ROBIE" GARAGE OWING: RIGHT PAGE: FLOOR PLAN DETAILS 50 MPH EXP. pRmT -1 DArm 10/09/19 >ICAI.E:1/4" = 1'-0" O*m= A1A I al" —mm'n- K, V BATH #3 L AV. ro n: . 4,t. ry ;oll A Ln ;t AIV&TKIN Is ii 15 TREADS• IV. •11 14081hra AIR WANDLER ON METAL STAND (IV PAN 15ELOW OWNEWS surm al-V C44 I nl� OXXXXX4 I VX.*.Xe.4 7w ON, 9 i SECOND FLOOR PLAN SCALE:1/4 - I'-V' 1441 N ' RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6079 FAX 407-774-4078 www.abdesigngroup.com L AA #: 0003325 i. o. O X. l 40) OU13DIV. SILVERADO #6 BLK #17 PROJECT# 04128.002-06171 MODZI.A 3EFB "2447-ROBIE" GARAGE NVvnwNG: RIGHT PAGE: SECOND FLOOR PLAN U50 MPH R I19T 19 DATE: 107 /09 BCAXJC:1/4' = 11-0* 8*ErZZT A2 10 40) OU13DIV. SILVERADO #6 BLK #17 PROJECT# 04128.002-06171 MODZI.A 3EFB "2447-ROBIE" GARAGE NVvnwNG: RIGHT PAGE: SECOND FLOOR PLAN U50 MPH R I19T 19 DATE: 107 /09 BCAXJC:1/4' = 11-0* 8*ErZZT A2 10 OU13DIV. SILVERADO #6 BLK #17 PROJECT# 04128.002-06171 MODZI.A 3EFB "2447-ROBIE" GARAGE NVvnwNG: RIGHT PAGE: SECOND FLOOR PLAN U50 MPH I19T 19 DATE: 107 /09 BCAXJC:1/4' = 11-0* 8*ErZZT A2 10 FfPON 12'X80' DECORATIVE SHUTTER OR EQUIVALENT /-25'-3' - — - — - — -. - — - B—�T. LINE TO BE —� SCORED FRONT ELEVATION SCALE, 114 " V-0' TEXTURED FINISH 12 L 5� OFF RIDGE VENT 2ND FLR BR6.F-1 HGT ■El "a 'v F-1 r 771 -----------10'-0 3/4' 1ND FIN. FLR 8'-8' IST FLR BRCS. HGT. ------------------ ----- a m r- 0'-0' FIN. FLR c' REAR ELEVATION TEXTURED FINISH FYPON 18'X62' �— DECORATIVE SFIUTTER OR EQUIVALENT 6' RAISED BAND (TYP.) �10'-V 3/4' 2ND FIN. FLR W-8' IST FLR BRIG. —6, RAISED BAND (TYP.) COACH LIGHT 0'-O' FIN. FLR ,i18'-8' 2ND FLR P_m• BIG. HGT. _ 10'-0 3/4' 2ND $FIN. FLR '-8' IST FLR BIG. HGT. _ ,y0'-0' F� IN. FLR _ AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA 1451/300 = 4.84 VENTILATION AREA X SQ. INCHES PER FT.(144) = 696,48 SQ. IN. MIN. REQUIRED VENTILATION = .5X 696.48 IN UPPER PORTION OF ATTIC - 34&24 SQ. IN. OFF MDGEVEN71LATION AREA = 115 SQ. IN. PER VENT 348.24 /138 TOTAL#OFVENTS REQUIRED = 3,02817 TOTAL#OFVENTS PROVIDED = 4 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (DMRIOROF WALLTO E)(TERIOROF WALL NOOVERHANGS INCLUDED) V!• TVBCIC 7 COAT CEMMT PLASTER APPLIED DIRECTLY TO MASONRY 4'"' GALV. PE 'L'-TY FLASNNG SET IN ROOFING ClNI®NT FIDEIbiLASS SNNGLES OVER •JC FELT�4.- " SYP PT LE06lR SV PAPER ON I/16' O.SD. SHEATHNG OR2*"* THREADED ROD 32'N'CDX PLYYIDOD SECIJSED PER4 4 WTNN 6' OF EACH NAILNG 6CHED" ND MAX SET N SIIPSON TOPOFW1 pMW 2ND FIL 1'LR. (PER ELEV� STRB4GTI4 EXPDXY MN IMBED. I LOU-26 GYP RAFTERS OR� m Ploy-eI4Gt TRIMG FOR TO LEDGER AND (2) Wdd'4 TO 2116 JOIST 2X6 GYP Pi LEDGER W 145W TMRAOED ROD 32' OG. 4 WTMN 6' OF EACFI BNO MAX GET N GPV%C;N MpH 6T111100TH EXPDXY 6' MN IMMO. OVERHANG DETAIL A SCALE, 1/4 " I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdosigngroup.com AA 6: 0003325 a Is J Q Svsarv. A LOT SILVERADO LOT #6 BLK #17 PROJECT/ 04128.002-06171 HODELe 3EFB "2447- ROBIE" GARAGE SwsxG: RIGHT PAGE: FRONT & REAR ELEVATION °G" 50 MPH EXP. Dw� 10/09/15' SCALE:1/4" = 1'-0" SHEET A3G 14 • t 2ND BRG. HGT. U'.s 10' 3/4' 2ND -0r a'-8• IST FLR, B45.1 aCs 0'-0' FIN. FLR I� S RIGHT ELEVATION SCALE. 1/4 " I'-0' TEXTURED FINISH I2 8� OFF RIDGE VENT 18'-8' 2NO2NO FLR SW [Eli N ��3/4' 2ND _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a'-8' IST FLR BRCS. FKsT. 0'-0'FIN. FLRoo --- ---------- ----------------------------- LEFT ELEVATION SCALE, 1/4 " I'-0' TEXTURED FNISH 5 '-0. FIN. Is'-s$ 2ND FLR' BRG. HGT. i0'-0 3/4' 2ND FIN 4 .8' IST FLR B� RG. THG o&-mom 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA M 0003325 1 AM • S � aUBDIV A LOT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODEL: 3EFB "2447-ROBIE" GARAGE SWMQ: RIGHT PAGE: RIGHT & LEFT ELEVATION „G„ 50 MPH EXP. 50 DA 10/09/19 aCALE:1/4" = 1'-o" aIKEET A4 G I ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -4-4 MY OUTLET 20 AMP ON" POLE Iwv OUTLET lwv OUTLET U2 M OITL■T AMP TO Saircm OR IIOv CURET aOSFED M2RO NUL N71RPIaR (TAFPOt RMRTANT TTPa) 220V OUTLET (4)NI E CONNECTION-t7• ENT. •ATa1PIDOF OUTLET GROUND FAULT NgatRPl6R SNATCH SWTCM a -MY OPER $4 SUATCM 4-WAY OPER 1. WALL NIOURED !�� LIOHR CEILING LIGHT © LED CLG LIGHT OVP VA -OR FROM LOW ORlCaSMD CAN -�- SMLL SCONCC FT.-NI6ED eVOW. FAN I aM FER SG M. VAw. FIN nHLIeHe I---- FueuRt (SFTED OT WALOM Y ® AROUND AROUO 2dIR01ND ` (Sumlmwi )�1 2' FLUOPNCONT 4' FLUOIaSCENT y C 4' TRACK LOW 0 PANEL METER RIME DarEarom YILWa1ou1: (�T MLLL MOUNTED MATT RAa[..Ie- Et'CNE DETECTOR ELly®SR ® 6A:Q CARBON MDCXM own DlT6fQR �� Camp NTUR-GGNNSOM SMALL M A DMTANOS OF NOT UM THEN V McANT LOW L}� NATURAL GAS QUfLfff 1I► TELEPHONE JACK UN CI � f4lEi AaWaA*,Q .1 ANt COOMONRn DRCONI= rLJ TaLwom JACK QILM •OX 11110190110 TO M SUTORTIO N O J-DON ACCORDANCE WV SO)( MAIROTD .AS SUCM FOR CaLm PANAJOMT TO M SIS.Pmw N ACCORDANCE SV 00N MAARO D AS SUCH TOUR 24' Nuweeca(r p� DG, LIOMT Sn•P DICANDSOCNINT Low .TRR• nnnnnnnn W ItAGMmSCaT LIOMr STOP FLOOD LOW 03"WORrY IQTPAD HD PUS, FROM-EuTToN FOR mmle RIM FORE • LOCATION OF TV JAc" 4 mchm OuTLETe 4 PANe To M YWORED a NOT'EOM40t PRE-OONSTRUCTICN rqu n 4cL • ALL Is A 20 AMP ERRAN04 CROATS TO M ARC FAULT FIROlEC1ED FEEL 1L1CTItCAL PROV110" M m= •TM EDRIQi [20fl) 4 NEG 210J? 2014 6DITIOL • 20 AMP DEDICATED LAUNDRY CIRCUIT. • OR a RSLMS7 (NOT ON WOMEN CNCUR) • DISNWASIER DISCONNECT TO M LOCKOLM IN PANEL •. DATHIROOI EXHAUST FAN TO NAVE MN. CAPACITY M be CR4 N7ERIRTENT PER ELECTRICAL FROVISIONN CT SECTION M00T! torn •TM ®RIQ4 r70M1 • LAWDRT ROOM PIMPrA= SMALL 0E GROUND FAULT CIRWR-MmtltPMR FROTECTION FOR PERSONNEL ON PIEPM • UE040 METHOD SMALL S11 NON METALLIC CAME PER ELECTRICAL PROVISION OF FOCR ATM ®[2ant • ALL WOW TO COMPLY WTM ELECTRICAL PROVISION FOCI! ATM m f2Or11 OF THEBy 11111LORLAW • Ta• Q Llf�(TNO MNT !!t BJ<ASY TYPE FEEL no" fOE602WIAL ENERGY E PICMNCY) 20n. •u. bll R4041 PATIO PRE -WIRED CLG PAN,, J ROOM ROOOOMO BDRM#2 PRE -WILD G' FAN 1 / WIRE IOUSOCO OUTLET FOR / IFUTURE MICRO. I TLET ' I Wit F FOR 33DW ILI M IRE \ ENTRY 1 �1 I I V ( 9 II I I I TOW IN ♦ �''r� CABINET I BATH Y y-( PAN. GARAGE 6i IRRKsATION GARAGE OUTLET• DOOR PREWIRE 4S' AFA 3-- 51 MFIELD VERIFY LOC. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4 a I'-0' ALL BRANCH CIRWITS REQUIRED N NEC. 2WD2 ARE TO BE PROIECIED BY AN ARC -FAULT NTERRIPMR LISTED TO PROVIDE PROTECTION OF 9MRE OR44CH CIRCUIT WP Panel MAIN -A PANEL: 8/16 wP at brookm VOLTAGE: 120/240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-01 CUTHWN 6 1-1T6 Cu (G) In 1 12" C. OR 3-N= AL T1-M S 1- 46 Cu (G) in 1 12' C. w1n Foe sa 0. m we1N 1 ckmat 1 areal 1 w.as IN IRf Fa. W. NZ I 20 Eavb0. OFI AV NG 1200 1 2 3 J12 2 ?D kek*mPump I- J 4 8 N 4 6 6240 AlC C.U:1 W 1 2 1 i10 sww 7 e PANEL - A PANEL: 42 cR Weaker VOLTAGE: 120/24OV-lPh MAN: 160Amp M.L.O. FEEDER 341 CuTIMN & 1-66 Cu (G) In 1 12' C. OR 3. S2l0 AL THWN S 1- i6 Cu (G) In 1 12' C. wNe ra• Sk wen w wen. amat ara41 wens ww em Tar Fa. w1w .12 1 W —1 1SM 1 2 MW RWw w 2 R OU 1 m MLr Illooem ISM J 4 t12 1 m 9w.AMA.. 1500 6 6 4600 ax Hw1•r n 2 MO .12 1 w Im 7 e $12 1 m On' wAFa IwD D 10 I= D4 OFl m I M2 t12 i w BEN OFIRw •dw I= it 12 low mhe.WOFI M / tit n2 1 a lH.4los1 AFa 1200 0 14 600o D_OFl 30 2 no N4 1 16 KAo1en, Uure Rovn, Pn,Oy I100. AFq 16 to 17 IS I600 ."Ws 20 1 .2 i14 I 16 301ClOAFC1 400 ID A 10W Gov OFI A 1 w2 02 1 20 B 021801,02AFC1 IN0 21 22 1200 0. lEVMVLb1 Rw Iw MCI N 1 ell m2 1 m BW R&8 N&HM& AFa IM0 2J N Boo Ow1Ne 4.AF 1 i6 1 i14 Z6 N D00 Onn.I'. B.tl.ovn AFq 16 1 tl4 2e 012 a 90 8 31 32 9 6 w J9 34 3 w 96 98 8 a 6 m R 8 R 21. AEC AHLLt 61VAa6e% 3324 >B 40 8 c 41 42 3 1oWw aewm.a aFv.aWWm.lIF• 1N00 2mao IQ•e.uH.a to e.nme41o1v o.IFaaim./ar Domand FactwCakulations: ASBREVIATNN(S: AFa: ARCFAULTaRCU1TMER MR NF NC�Ta:DaW L-0 M: 00.0UNDFAULTNTER"MR T.W k.e.ugwl w amok adv 49300 Faso Iww w d. a loox Imm Iona' wan a40% 1mm Ta.I A/C IOW tAR LOAD CALCULATION IS EASED ON NC NONCOINCIDENT LOAD Ta.l CmwdW IOW w". E T•hl Am /NO..4. f412 General L12hting S Roce Yclt Loatl raa A/C vwl MR. 2447 (A,•ml LN 1 It l8 FL 7341 wall. 1 at65v Mat 100% 86 T.hi D.riNLigh. a Rw (wM 7406 Ck1.V weRVckt Tomllwtlt 0•n•ml I a Rw v,w A 8 926 7409 I L I LED LIGHTING @ SINGLE LAV. DATNM 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTESI A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR &U4 EDITION (201 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/TWWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER ��» PROVIDE 150 AMP, 12O/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE, PROVIDE 3 M COPPER (CU) M I-I/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 60 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/'2P MC TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 50 AMP V240 VOLT I PHASE MLO PANEL CAME TELEVISION SERVICE ENTRANCE EQUIPMENT I A4 CU SERVICE GROUND CONVECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR ALH EDITION [201T). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774.4078 www.ebdealgngroup.00m AA 9: 0003325 Q L munDiv. et: X,07 SILVERADO LOT #6 BLK #17 PROJMCT# 04 28.002-06171 MODEL. 3EFB "2447—ROBIE" GARAGE STUNG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. as I TE0/09/19 CALS:1/4' = 1'-0' E1 ELECTRICAL LEGEND SYMM��BOL DEFINITION NOTES -}-I vv my OUTLET 20 AMP SNSLS POLE IIOV OUTLET IIOV OMV 14 OP OUM1R ISM TO Solum IIOV oun.eT m(TAP, P"" RRBISTANT TYPE) 220V OUTLET (4) an CONNECTION DR. WATEFO.ROOP OROUO MALT C"T NIEREPIES ;� ewTCH SWTCH S-WAY OPBR �4 SUETC 4 4-WAY OPER WALL MOUNTED LEER CBLNO LKWT © LED CLO LIGHT Op VAPOR PRSOOF LIGHT OI.cafto CAN WALL SCONCE PKE-YMSD eVENT. PAN 1 OTM PER.G.RyLnw R. VPNT. FAN I OM PER NS PT. V Foen.AB (SFBO9 TBD BY ® AMM YRM ROUO fR$ D) ARORO faun I•NTJ f-� 7' PLIIOIlMEIT 4' RJIOIlSCENT 4' TRACK LIGrt PANEL MUTER OSD. alTo a oeacTae BAD ICJ WALL MOUNTED SMOKE 02TECTOR mTT 9LAM4 • WClA ® 8/CA CAlocw M040MMuE� SM" DErEcrole Cal'w NToe-cc�acTEO SMALL BE A DISTANCE OF NOT LOW THEN 4' EALL PENDANT Law Lf� NATURAL 41" . TIILSPWOPE JACK UN D Te er SLEveTSO AIR caFDITIONMn DEcoNEer FE TEL.VINON JACK gLSG WON JO 10 a SUTORIED N W/ EON /APIM i_BOAI As AS, O nARmc uuR FOR LNG BOX CELNS PMiL. TO BE NPFORIED N ACCOFDANCE V BOK MAPS® AS SUCH FOR 2GII 24• HCAPOEECINT LIGHT STRIP Iw• NCMOatcow 4 LOW STM• nnnnnnnn V• LENT STRIP R-oOD LIGHT OPT. SEOSBTY IQ7PAD • I— Am -BUTTON FOR OB'EO LESS PORT • LOCATION OP TV JACKS 4 F440M OUTLETS 4 PANS TO BBWED . NO'EOWFVlR PM-CON$TNICTION MELTNI • ALL 0 N 2AP AMP BRANCH C*=TS TO BE AIC MALTI•RDTBMD FM ELecnacAL PRDVISIONS OP mm .Tu P HARM) P NIC 210)2 2-14 EDITION. Jjl • m AMP DBDICATlD LMNDRY CIRCUIT: • OR . ISLAND (NOT ON KITCWEN CIRCUIT) • DEIYMNER DISCONNECT TO BE LOOKOUT N PANEL • EATMCOM-e764AiMT FAWTO WAVE MSC-C-aAPAC4TY OF 90 LTM WOMTTENT PER ELECTRICAL PROVINONS OF SECTION MBOI! FBOS ATN EDITRON (2OMI2 • L A NDRY RDOM RBCePTACLe EtLALL SB 0949LM FMLT CN =IT-NTERIBlPIPJE PW72CTION FOR PERSONNEL ON pone S • SWAM METHOD EIL4L1 BB NON METALLIC CABLE MISS ELECTRICAL PROV*K" OF FBOE •TN m (20MA • ALL WORK TO COMPLY UNTH ELECTRICAL PROVISIONS OP THE PBCR ATW m (SOMA • LLL LAMA SNM_L B! SELECTED OY BWLOER ANO Taf Q LIOFITStl MMT E! SNEIUIGY �CISNT 7TI•E PRU SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4 • I'-0' ------ I \I I I I I � I I I a I I I I L I I m I I �------------ LED LIGHTING ® DBL. LAV. OWNER'S BATH LED LIGHTING C DBL. LAV. BATH 3 L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com L AA N: 0003326 A SEE �.ILLJ SUDDIV. & LOT: SILVERADO LOT #6 BLK #17 PItoJSCT 04128.001-06171 MoDSIs 3EFB "2447- ROBIE" GA tAGZ SWVNIG: RIGHT PADS: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. Fj DA r.. 10/09/19 SCAIa:1/4• = 1'-0• SHSST E2 FIRST FLOOR PLUMBING PLAN SCALE. 1/4 • P-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 " P-0' VTR T A i PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 wwwAbdosigngroup.com L AA A: 0003326 Q Q ^ im -LLL 9 1R w 4 lij aysDty. ee I.OT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MGaELa 3EFB "2447—ROBIE" GARAGE 91rMG: RIGHT PAGE: PLUMBING PLANS 50 MPH EXP. 9 1 I DRmT A E:: 10/09/ 99 8*1ZET 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 SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IV 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 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. 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 814ALL 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. 11. DRYER BOOSTER TO BE A FANTECH OBF BOOSTER FAN OR EQUAL. FANTECH DBF IIm DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBO O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT IM PASS-THRU AIR GRILL ALL HVAC TO HAVE PROPER DINING 'of PANS W/ DRAINS ROOM 12 e O ATTIC VENT CEILING O O EXTERIOR WALL 6' THRU WALL PLENUM T y AIR RETURN SUCTION AND LIQUID 10X6 AIR SUPPLY y REFRIGERANT LINES PANTRY y 6' AIR HANDLER EXTERIOR WALL y SECURE STRAP TO CONC. CONDENSER 3/4' PVC CONDENSATE ORAN LINE W/ (2)-3Ab'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP O EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR ESA IOx& T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) #SXI 1/4' SHT. MTL. SCREWS N AN APROVED DRAIN, AS PER FBCR6THEDITION MECHANICAL BLDG..CODE E CONDENSER UNIT SECTION W12.4 HVAC DRAINS CONNECTION TO PAD 7 Ed' GARAGE NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTERBUNIK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG -"�— FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TY�P.) FIN. GRADE OR PAVNG 1'-b' SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (T FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-C' 1441 N. RONALD REAGAN BLVD, LONGMOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 'D g SVBDIV. de LOT SILVERADO LOT #6 BLK #17 P]Ftoj CT# 04128.002-06171 MODEL: 3EFB "2447- ROBIE" OARAOE BVFIMO: RIGHT PACE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. DA 10/09/19 BCAL.E:1/4' = 1'-o' m*EczT M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL` BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA15 • MASTIC. AND INSTALLED AS PER PBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI 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 S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (21011) 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 SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (201'I) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL, 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 RIC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER 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 PAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT IS PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 . I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdosigngroup.com AA S: 0003325 evsaiv k LOT: SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 1LODELa 3EFB "2447— ROBIE" GARAGE BTIING: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. DAM- A 10/09/19 BCA=: i/4' = 1'-0* BHEET M2 1 2X4 TOP PLATE '-T PRE -FAD TR M VU' C.a IWAl—/ IR' DRYWALL 2X4 WOOD STUDS •24' o_ 1--CONC. SLAS NOTE: STUDS 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 MORE THAN 24' O.C. FIK PLR, T ' QTYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5U.1 ON J' O.S.B. SHEAT14M OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU88� MTL. DRIP EDGE 2x FASCIA PER 1 -m TYP. ELEVATIONS ON. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND- 1--CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I 0'-0' FIN. FLR. L 9/8' GYPSUM IN OR 1/2' HICsH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (D- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-O' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING - STRIPS • 24' O.C. V CMU 1/2, GYP. WL. BO. WOOD BASE — a n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON J' O.SJS. SHEATHNG OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR v n TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 2 LESS N 4, (a:)I-STORY HIP BLOCK WALL (2)SLOPES LAYER:12 LNDTOERLAYMETHANT SY:12STAEM D1 SCALE. 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 615'1 lA LM Pie M8N PM a" LOOP CM ' OTP. TL •D. WO sAM1 /��li■ lCN.OUL6 25- GAS LINE THRU BLACK FIBERGLASS SHINGLES OVER -W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rw5.LI ON a' 0.8U8. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLANO CEMENT PLASTER APPLIED DIRECTLY TO MASONRY B' cm 1'-0' TYP. ON. VT NOOK 2 COAT - 1'ORTLA-0 C1I^I!!T FLAVMt AITL00 011momy TO MAGOH.P fo ML x RIG. ima YRRTIOAL TRAGIC I, rtitOY OT HOOP. FAOTBm TO POOCH TxACK exAGlaro UVPROOUCT APFl"O✓K RIG. a GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.LI ON J' OSS. STIFFBACK AT ALL UPRICaHTS SHEATHING OR }' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER I.-m. FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE PER ELEVATION O.N. 2x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION - 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY --------REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24. O.C. 1/2' GYP. a. SD. �— WOOD BASE _ 0'-0' FIN. FLR Q: I: W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoslgngroup.com AA #: 0003326 Y • qg eUBDIV. a IAT SILVERADO LOT #6 BLK #17 PROJECT 04128.00 —06171 MODEIe 3EFB "2447— ROBIE" GARAGE S111MG: RIGHT PAGE: DETAIL 50 MPH EXP. DATE 10/09/19 8CA=:1/,V = 1'-0' aiIEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER W FELT PAPER OVER W FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R105.0 PER SECTION R105.1.1 ON I}' 0.88. SHEATHING ON I}' 0.8.D. SHEATHING OR;' CDX PLYWOOD OR J' CDX PLYWOOD SECURED PER SECURED PER .FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD.T ER PRE-ENG WD. ER 24' O.G. MAX. LE 24' OC. MAX. 7 LEVATION METAL DRIP EDGE METAL DRIP EDGE R-30 INSULATION R-30 INSULATION PER ENERGY PER ENERGY 2x FASCIA PER -0' CODE FORM. 2x FASCIA PER CODE FORM. ELEVATIONS O.H. 5/8' GYPSUM BOARD ELEVATIONS OH 5/8, GYPSUM BOARD TY,. OR 1/2HIGH STRENGTH TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED CLG. BOARD VENTED SOFFIT Ix2 FIRE -STOP 80FFIT Ix2 FIRE -STOP -4.1 INSUL. REFERENCE -4.1 INBUL. REFERENCE STRUCTURAL I STRUCTURAL a w J w W� a � > W WINDOW ATTACHMENT m AS PER E MANUFACTURES, t SPECIFICATIONS FERE�E 3/4' T 4 G SUBFLOOR STRUCTURAL GLUED 4 SECURED u/� 3/4' T 4 G SUBFLOOR AS PER NAILING I/2' THICK 2 GOAT j GLUED 4 SECURED I/2' THICK 2 COAT SCHEDULE ON SHEET �1• PORTLAND CEMENT Q AS PER NAILING SCHEDULE ON SHEET PORTLAND CEMENT PLASTER APPLIED w J $NI PLASTER APPLIED DIRECTLY TO w DIRECTLY TO J 'v MASONRY MASONRY w m IX2 FIRE -STOP L NATION IX2 FIRE -STOP LEVATION SEE STRUCTURAL SEE STRUCTURAL R R L NATION 7KEVATICN 5/8' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2* HIGH STRENGTH CLG. OR 1/2' NIGH STRENGTH BOARD CLG.BOARD ER - - -InLEVATION IX2 FIRE -STOP IX2 FIRE -STOP R-4.1IN8UL. R-4.1INSUL. W W W W WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RENCE STRUCTURAL 1/2' THICK 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER, Ix2 P.T. FURRING PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO STRIPS • 24. OC. STRIPS • 24' O.C. MASONRY v cmDIREC MASONRY 8' Cm 1/I' GYP. ILL. BD. 1/2' GYP. WL. BD. WOOD BASE WOOD BASE IX2 FIRE-STOPfF �. IX2 FIRE -STOP n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING i21SECONDYFLOOR BL OCK K BLOCK 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 9s 5 J Q a 1111113 BUBD:v de IAT: SILVERADO LOT #6 BLK #17 PROJECT* 04128.002-06171 MODELa 3EFB "2447-ROBIE" GARAGE 8MMG: RIGHT PAGE: DETAILS 50 MPH EXP. DATE- iU/Ua/ia a D2 A-60LT6 4' B'ID6D1'!NT MN EVENLY FROM FLOOR TO 91 \1 // 119 2XI GARAGE DOOR !LICK UV (5) p )OW A -COLTS 4' EMMIS MNT MN W f7ti'XK LL1b1ER AIA NUT tIPACED Y FID01'7 FLOOR TO GARAGE POOR NOR, N JONTS PRIOR TO FILLING. 1-2X+ PT CLOCK • CENTER OF ® DOOR 1EAMR Iu l V JL'xs• J-DOLT6 4' EPMEO ENT W) 270 W UAG ER AND NUT. m INOTMD, &WALL ME N AOC4MANCE TO C r MANFA'-nM 'D INSTALLATION MTRUCTIOND UAERE DUCK MTRIIOTI" ARE MORE DTMIOlNT GARAGE DOOR 1 BUCK ATTACHMENT 3 vr.re 8' cm V DRYWALL 1'X4' OR VX2' P.T. NAILER a Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EMEND I Y4 INTO BLOCK W/ 41(4,' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN 8. OF EACH END 4 18' OZ. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 11QIDOlf TO BLACK +3/4 OR +6/4 UA SCALE, N.T . 2X4,m SECURE TO BLOCK W/ W6' TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN V OF EACH END 4 IS,' OZ. MAX SPACING. 2X6:m SECURE TO BLOCK WK2) %- TAPCONS (MAR. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14') WITHIN 8' OF EACH END 4 18' 8. CM OZ. MAX SPACING. )S' DRYWALL 2X&m I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK ;(- 2X4= SECURE TO BLOCK W/' TAPCCNB (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2XS� SECURE TO BLOCK W/(2) %' TAPCCNS (MAR. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦' WITHIN 8' OF EACH END 4- 18. O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL X' TAPCON MIN. 1-)4 EMBEDMENT INTO BLOCK DRYWALL 'X4' OR VX2' P.T. NAILER 2X8xa SECURE TO BLOCK W/(2) 36' OSJB. X 4• MIN. Ills' TAPCONS (MIN. SHANK DOOR CASING SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS,' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-IS 19" ir1 110iDOlf TO BLOCK +1-16/ 8 " SCALE, N Tb. 2X4,m SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT 1 Y49 WITHIN V OF EACH END 4 18' OZ. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL V A S M HANKSIZE 145 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN EMBEDMENT I Yi) WITHIN 8, cm W OF EACH END 4 18' K• DRYWALL OL. MAX SPACING. I•X4. OR PX2' P.T. NAILER SECURE SECURE TO BLOCK W/(2) OOR CASING %' TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACl TO 2X PER IV OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLACK +1-1 2DOOR JAMB TO BLACK +2 1 �4" in1 11[NDoI► TO BLACK +1-1 " � 1/DID011 TO BLACK +2 1/4" '') SCALE, N.TN \,"OCALE. KT . 2X4m SECURE TO BLOCK W/ j(s, TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL i(s' %- TAPCONS (MIN. SHANK TAPCON MK I-Y4 SIZE .145 MIN. HEAD SIZE EMBEDMENT INTO BLOCK �® CMU MR EMBEDMENT I Y494ATTACH ' DRYWALL WITHIN V OF EACH ENDX4. 18' OL. MAX SPACNG,2X8m OR VX2• P.T. NAILER SECURE TO BLOCK WK%' TAPCONS (MIN. SHAOOR CASINGSIZE .145 MIN. HEAD SIZ300 MIN. EMBEDMENT 1WITHIN VOF EACH ENDOOR JAMB OR WINDOW 18' OL. MAX SPACING TO 2X PER MANUFACTURES DETAILS. wo,r as+ ss rape W, x mo W MuW)j-) DOOR JAMB TO BLACK +3" E E, N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 IS,' OZ. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SECURE TO BLOCK NON-STRUCTURAL' W/(2) %- TAPCONB(MM. TAPCON MIN. 1-Y4* SHANK SIZE .145 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN OF EACH END 4 18' 8, CMV OZ. MAX SPACING. )V DRYWALL 2X8Amn VX4' OR VX2' P.T. NAILER ❑ SECURE TO BLOCK 2ND 2X SECURE TO WK2) %- TAPCONS(MIN. STRUCTURAL MEMBER SHANK SIZE .145 MIN. W/(2A2d WITHIN 6' OF EACH tE 14EAD SIZE 300 MIN. END 4 6' TO 8' OZ. MAX EMBEDMENT I Yi) WITHIN CASING 8' OF EACH END 4 B' DOOR JAMB OR WINDOW OZ. MAX SPACING. ATTACH TO 2X PER MANUFACTURES, DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" F 3f TO BLOCK +3" ALE= N.Tb. 2X4m SECURE TO BLOCK W/Yi TAPCONS(MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 2X&,m NON-STRUCTURAL SECURE TO BLOCK W/(2) TAPCON MIN. I-Y4' 1/4' TAPCONS(MM. SHANK EMBEDMENT INTO BLOCK. SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 , CMU Yi) WITHIN 8' OF EACH DRYWALL END 4 18' OZ. MAX SPACING.�14-X4' OR VX2' P.T. NAILER 2X8m 11 SECURE TO BLOCK W/(2) 7(s' GAB. X 4• MIN 1/4' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE DOOR CASING 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' OZ. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. ,1D14 A,a, A* m TO.{A.{7 J ( W p )I-) 1100R JAMB TO BLACK + BLS,' G. [ UMW TO BLACK +3-7 18" E= N.T . 2X4m SECURE TO BLOCK W//4' TAPCONB (MAR. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OF EACH END A 18' OZ. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH 2X6A NON-STRUCTURAL Ills' SECURE TO BLOCK WK2) TAPCCN MIN. 1-)4 1/4' TAPCONS (MAR. EMBEDMENT INTO BLOCK SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I )4) WITHIN g• CM 8. OF EACH END 4 IS,' V DRYWALL O.C. MAX SPACING. a I'X4' OR I•X2- P.T. NAILER 2X84mo SECURE TO BLOCK W/(2) ' P.T. X 4' MIN. 1/4' TAPCONS (MIN. SHANK OOR CASING SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW 18' OZ. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/4" H M +3 4' ALE, N.Tb. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA •: 0003325 M � «- Z W6 S � C 6 BUDDIV & LOT: SILVERADO LOT #6 BLK #17 PROJBCT# 04128.002-06171 MODELA 3EFB "2447-ROBIE" GARAGE 9`011ING: RIGHT PAGE: DETAILS 50 MPH EXP. DAATM 10/09/19 9CAL•E:1/4' = 1'-O" 9IiEET D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) 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 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 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 2017 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 5991.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 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 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 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: 08/06/2019 1441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA K: 0003326 y 3 dNl� --TA MM >:tmDm aLoT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODETt 3EFB "2447-ROBIE" GARAGE 81WWO: RIGHT PAOE: PRODUCT APPROVAL LISTING 50 MPH EXP. DATM- 10/09/19 BCA=:1/4' = 1'-0' aimET D4 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS Td BE OWD TIED TO LATH • 6' O.C. MAX (VERTJ. wmO DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXIST6 BEYOND EXCEPT STAPLES WV LES MAY BE LMIED TEMP SGECLM CONTROL JOIN TO . DURING INSTALLATION —� PAATEER6 TO BE SPACED • 1' O:C, MAX VERTICALLY i' THICK 3 COAT CEMENT PLASTER WPM LAYER 4, PORTIRBER BUILDING PAPER APPROVEO METAL LATH FASTENED P1' (VERTJ OG. MAX AT SUPPORTS UM LAYER M, STUCCO WRAP WOOD SHEAIHMS LATH SHALL NOT ...._ M CONTINUOU6 P• To w n v To r nP TFBRC)GH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CWP63 1.I614 PLACED FLAT MAX. 6' TO 6' i FROM CONTROL JOINT 04ON CONTROL JOINT PALLS ON 6TRUCTIR4L STUD ASTCNIRS FOR LATH TO BE NAILS Olti GTAPLES N COMPLIANCE W/ A67M CI063 r 2. WSC TIES TO BI (NO. IS) 00415' WIRE 3. BLOCKING SHOWN MAY BQ N ADDITIT \ TO WALL 8nC6 REWI= PER PLAN ........ lurp Is 101��4OWN OLFOLD PYI.10 •Pr.A O LPOW PWWb•Pr. A F � OL FOLD NWIO • ® l FOLD aN11M0 • Pr. A R. A X. at/aW • R. a T.aw..Pc6 • eAWAeW . PT. e aegAr.PT.e ♦ FOLD PL C OVER Pr. M rat R. O roIrANM EorrnT rL.NW3 0 Tt aorro" FLANa OMTWE TYINt "AL POLO. QQ EQtaP. j• THICK, 3 AT CEMENT F'LA61ER rREAN1x y' X COAT aesNT FLAMM raw WIRE LATER 7, FORTPIBER BUILDING PAPER OXVNE ail» ONE LAYER I, stucco awAPP+En= oan LAP LAYS OF EULDN3 ELEIP ovm NALPtl PLA14M PTOP imtAphu,ChLY) FWAMM OR CM all PLASHM :-011t PLAAmm em mm WALL 100=1r AT EORON Q PIDOP E auLL Pmwm,aNa APPROVED BWLDRNG WRAP SHALL BE LAPPED A MNR'M1 OF 6' . VERTICAL LARD (ROLL ENDS) 4 6' • HORIZONTAL LAPS, ALL 6[Al'16 NEED TO ME TAPED LATH VERTICAL LAM' TO BE I' WITH PORTEEER SHEATHING TAPE / I• MN w •METAL LATH \ 'X ' X X X — — IT METAL LATH I WIND LAYER I, STUCCO WRAP SNP Rw LOW LAYER 4, PORTIFEEER BUILDING PAPER I 1' MN LATH LM, ALL LAP R. 2 SCALE,II ® KICKOUT DETAIL "MR TWIT NJ L (EEO on acumt MaliaLam SIDE LAP6 OF METAL PLASTER BASES SHALL BE SECURED TO PRINTING MEMBERS. THEY SHALL BE TIED BETWM SUPPORTS WITH 0041E-IN. (131-11IN) ONE AT INTERVALS NOT MOM THAN %' (22S-MFIA AS PER A67M CI063 1►,L POR REPAIR OF TEARb IN WPM LAYERS, TEARS MAY BE PATCHED WA40LW WRAP TAPE PER MANE SPED. OR PEEL H STICK WOOD GTUC SHEATHINGS 6TUC40 J• THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4. PORTPIBER M UILDNG PAPER UM LAYER M. 81UCCO WRAP WOOD SHEATHIMG • PAPER WOOD SHEATHING OR CMU WRB LAYER 61, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRB 4 TAPE OVER E2[1AFAilel wj&mFI9 B'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) GAP SHINGLE - OF NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. ILA6HING TO EN1lND ONTO PIP! I. OR LESS PIP! PENETRATION CUT AND OVERLAP ONE SIDE OF SELF-ADHERPKA MEMBRANE —� PLASHING STEP w INSTALL FASTENERS (CLIPS. STRAPS, 6TAPLEW AS — PW5aul ED TO 6ECU1E PIPE/ WIRE TO FRAMING PIPE N.T.S. �c 1 WRAP MATERIAL) OVER 4'A4' SELF-ADIIDONG MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. PLd6HIIH6 TO EXTEND ONTO PIPE G��p CUT AND OVERLAP ONE NDE OF STEP 112 FLASH MIEteIR)LrE IM LAYER % STUCCO ~ 00 LAYER 4. PORTVMR BISLDMS PAPER METAL LATH Sits' SELF -ADHERING MEMBRANE PLALSHMG OVER 4'A4' SELP-ADHERING MEMBRANE PLASHING OVER APPROVED HOUSE WRAP. FLASHERS TO EXTEND ONTO PIPE 4SL4' MRP-ADMMMG MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO ENTWD ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED MOUSE~ AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERII COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER SECTION R7¢&7 EARIor Ytlio and OYMwhm Euearlor uea o(pomaM m_M pl•abr .Nil Comply with the •pppa.t n r•qulnmanb of ASTM C 926-12A Irnhlhtionofexterl•r1•tiv •Mh•map atoll mmPly with ASTM C 1053-17A TRATION DETAIL ( LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER --- - - - - 5UILDING PAPER) METAL LATH x—x—x—x STUCCOT� SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0e, MIN. 2.5 L56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA M: 0003326 1 MEN 14 999-WWW 5 aUDDIR al: LOT. SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODEL. 3EFB "2447-ROBIE" GARAGE 8NING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. :TI 10 Z3 1 DATE: 10/09/19 9CALE:1/4" = 11-01 8*Ec= WA1 00 BACKER ROD BACKER ROD WRB LAYER -1, ATlrr-e!) u1RAp INSTALL 6. 6ELF-ADHERING MEMBRANE FLA6NING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SErnaw.e OF FLASHING TO BE, I. BOTTOM. 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO dE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDESAW CAULKING • JOINT ALL AROUND PER SECTION R703.7 ExWrW WNno send Dlegaft Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRS LAYER 4, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING ORB LAYER $1, STUCCO WRAP URB LAYER 4, FORTIFISER BUILDING PAPER WOOD CONSTUCTION -METAL LATH S' Ct-U VINYL CASRG BEAD 6' RAISED BAND 7i' TOIf' MID-waLL nr�e armen 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPI-YI G Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - . - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREP1ANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER d' THICK, 3 COAT CEMENT PLASTER Yd TO 7fi• MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER sl, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP ELEC. METER FIELD BELOW VERIFY LOCATION GUT SUCH rHA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FG EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER bm MI CsRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSEGTIC WOOD CONSTRUCTION V CMU WOOD SHEATHING WRID LAYER 01, STUCCO WRAP UNM LAYER 4, FOWIFIBER OlOLOING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY DB°ORE APPLYING V FINISH . MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) e' WRB LAYER 41, STUCCO WRAP CUT 'X' INTO SELF -ADHERING j 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER h STEP #1 STEP #2 777711 LAYER STUCCO WRAP STUCCO APPLY 6m IN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ® � � MEMBRANE FLASHING "—WRB LAYER 42, FORTIP15ER BUILDNG PAPER STEP #4 ELASTOMERIC &COATING OVER STUCCO/ G.V. FNISH (SEE TYPICAL WALL SECTION) METAL LATH STEP S STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 e An J g � BUDDIV. ac LOT SILVERADO LOT #6 BLK #17 PROJECT* 04128.002-06171 MODEL: 3EFB "2447—ROBIE" GARAGE SKIING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DATM-- 10/09/19 6CALE:1/4' = 1'-o' SHEET ^ WAI EM.WOODFRAMED WOODSHEATHING WALL WPM LAYER 01, STUCCO WRAP SUB -FLOOR DECKING WOODWRB LAYER •$ FORTIFIBER CONSTRUCTIONBUILDING PAPER PRE-EMG'D TRUSS is HAT CHANNELPLASTER THICK 3 COAT CEMENT WEATHE RESISTIVE WIV TYPE 'X' D BRE ARRIEIVB R 6' GAF. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARTER 4 / 1Q41N �RTHICK 9 COAT GEMENt/ RUES WOOD SHEATHINE FETAL LATH WRB LA ``` STUCC'4 WOOD SHEATHING i' THICK, 3 PLASTER AM"-UPWC-180 DWEREING , FLASHING MAPPED F • TOP OF WEEP SCREED •t `"y ii I ' TO SHEATHING BELOW STUCCO WRAP ;..• 4• POSITIVE DRAM nl¢EP Aram r�"• ; .'A"Y` : 1, ` ' i N; WRB LAYER 4, FORTIFIBER NO GAP IN FIELD BUILDING PAPER (SHOW( FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) -ADHEREMG 6' SELFUUMVS LAYER FLASHNG WRAPPED STUCCO W AP AMICO AM66-WFUC-180 CUSTOM CASING MEAD • CORNER OF CANTILEVER I j2 u' 4' POSITIVE DRAM /_ WEEP SCREED NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL.® CANT. SCALE. 1 I/1'•I'-m• NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-54-1-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 1 V W� I— i' THICK 3 COAT CEMENT � . PLASTER b/8• TYPE 'X' DRYWALL \ —METAL LATH WATEXTURED A PAINTED WOOD SNEATHMG FINISH i' T141M 3 COAT CEMENT (2) 2x12 HEADER PLASTER 11D DRIP EDGE INSTALLATION (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER •2 i' THICK, 3 COAT CEMENT �$ PLASTER 5/8• TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAM VINYL IICp_P A�eCPf] Ll�G�YFIEL2FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE66MIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL i' THICK 3 COAT CEME PLASTER Vwvl r egA n CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING -ADHESIVE FLASHING - - COLUMN SHEATHING WEATHER RESISTIVE CARRIER -1 3' X 3' 26 GA GALV. WEATHER RESISTIVE FINISH LAYER (2 LAYER METAL DRIP EDGE BARRIER 4 PEEL STICK) SET M FULL BED OF 6' PEEL E SEALANT,K' MIN. 6' ' STICK DRIP SPACE FROM DRIP PEEL 4 STICCK EDGE TO FACE TO TREX I)fiW' 'L' FLASHING DECK FULLY EMBEDDED M ROOF CEMENT I V X 3' 26 GA GALV. Ys' GAP FOR BACKER METAL DRIP EDGE I K'XI % P.T. OR SIMULATED ROD SEALANT Y� GAP FOR BACKER SET M FULL BED OF SEALANT, )i' MIN. WOOD (TREX) FILLER VINYL C���� ROD a SEALANT SPACE FROM DRIP CONTINUOUS FACE TO TREX WEATHER RE618TIVE WATER PROOFING lot WEATHER RESISTIVE VINYL CASING MEAD BARRIER 1 LAYER (2 LAYER PEEL 4 - BARRIER 1 WEATHER RESISTIVE STICK) WRAPPED FROM '. WEATHER RESISTIVE WATER PROOFING bt "? BARRIER •1 BALCONY DECK TO -O.•ON1•IYli BARRIER n LAYER (2 LAYER PEEL 1., EXTERIOR COLUMN CANTILEVER°"111°"`''''I"' 4 STICK) r�'rel�sa.w"i � COLUMN SHEATHING 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL DTI W SAF. 8U6 FLOOR EDGE I)G•x3' 'L' FLASHING ®® 3' X 3' 26 GA GALV. BUS FLOOR FULLY EMBEDDED IN METAL DRIP EDGE ® ROOF CEMENT SET IN FULL BED OF I)i' X 3' 26 GA. GALV. I )i'XI I% P.T. OR SIMULATE SEALANT, Yt' MIN. METAL DRIP EDGE WOOD (TREX) FILLER SPACE FROM DRIP FACE TO TREX I K'XI K' P.T. OR SIMULATED SET IN FULL BED OF CONTINUOU8 WOOD (TREX) FILLER SEALANT 15' MM. Y: GAP FOR BACKE VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP ROD 4 SEALANT WATER PROOFING lot Y+ GAP FOR SEALANT FACE TO TREX VINYL CASING MEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 SACKERODD' PEEL 4 STICK) STICK) WRAPPED FROMOPT' MODIFIED 9O WATER PROOFING IK 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM i' THICK 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VINYL CASING CANTILEVER METAL LATH i' THICK 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTURED 4 PAINTED ` WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL METAL LATH FINISH �-BARRIER 1 WEATHER RESISTIVE W/rEXTURED E PANTED WOOD BREATHING i' THICK 3 COAT CEMENT BARRIER v2 FINISH 4' POSITIVE DRAM PLASTER 4' POSITIVE DRAIN i' TNICK 3 COAT CEMENT DEEP SCREED VINYL CORNER BEAD WEEP SCREED PLASTER VINYL CASING MEAD Nil GAP M FIELD VINYL CORNER MEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 0 BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/"L" FLASHING) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER 01, � STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIBER , CORNER BEAD BUILDING PAPER WRB LAYER 01, FASTENED TO SHEATHING: '1' METAL LATH a 1 STUCCO WRAP o O.C. MAX. ; i' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER PLASTER I ; BUILDING PAPER WRB LAYER 01, &'SELF -ADHERING ' ' METAL LATH STUCCO WRAP FLASHING ', J' THICK, 3 COAT CEMENT WOOD SHEATHING (EXPLODED IEW FOR PLASTER CLARITY) METAL LATH DRIP CAP ' WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD ® FRAME L 2 1/2' l CORNER BEAD (FASTENER 4 SPACING a I' O.C.) CMU %* THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK WRB'LAYER 1, STUCCO WRAP WRB LAYER 01, FORTIFIBER BUILDING PAPER METAL LATH i' THICK 3 AT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 MEN e7BIK ae LOT ERADO T #6 #17 PROJECT# 04128.002-06171 MODELA: 3EFB "2447- ROBIE" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DATE'. 10/09/19 8CAL,E:1/4' = 1'-0* B*Ec T WA3 WOOD SHEATHING WRB LAYER w, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER —� METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 '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 UJRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 9' THICK, 3 COAT CEMENT PLASTER WARM LAYER 02, POWIP15ER c BUILDING PAPER METAL LATH ii' THICK, 3 COAT CEMENT PLASTER b'SELF-ADHERING FLASHING WINDOW FLANGE CASING BEAD @) WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD (EXPLODED VIEW FOR CLARITY) Yi GAP TYP i' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER E STUCCO TO SIDING TRANSITION WRB LAYER 4, FORTIFIBER BUILDING PAPER SIDING? _ IUOOD SHEATHING WOOD SHEATHING WM= LATCR ", WRB LAYER'I, \ \ STUCCO WRAP STUCCO WRAP CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) wooD swuTwMG T 5111t ISTIV! GICIING FLAGNM R A914MMRhKi < `\ i WFAn R PMSTIVE BARR/ eTARrcR erRiP \\ \\ 4v UIEATWEDAMEWR RE 6TIVE I onFLASVIMG I �� y W SELF-ADIRRING lodSfft _ GALVD METAL GALv'D METAL ._ — 'P R-4*4 G •z• FLAer+MG D TRIM MEf1DER - - ..Y.1 X 6' GWU.ATED ugvv TRIM MEMOIR GAP OR PRD CAXA4 M \, Aw SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-05, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 01, STUCCO WRAP TMIN�.- "EATNER REeroTIV! BARIaER � 4M RESISTIVE D WRB LAYER 02, F-ORTIFIBER I°J�'xi kLAI'°'°" BUILDING PAPERADFEIEN6 METAL LATH STARrERSTRIP- 9' THICK, 3 COAT CEMENT PLASTER THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH a WINDOW FRAME WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (wl%' FLEXIBLE PvC BACKER ROD) 2 WEATHER RESISTIVE ISARRIER " TO LAP V MN. AEOVE TOP OF W FLASFIMG � I a I BARRIER�erorMiE "EATFER I"EeISTIVE \ / BARRIERcALvv METAL 4 IWFLASMINS aEATHIER RLSISTIVE DARRIER -1 TO LAP 6' M K ABOVE TOP OF W FLASHING n.neeaNF�-awacRMG� \ I ' 1 FLAeGAP Wr� NMG �1 ce eNr iAe°O°TERT OR APPROYM 61ALAHr B"�IYrEIl �eroTIVE I�ERR-1RE816tIVE CASINGBEAD CE) RAISED aEATwEIe RENeTWE E•= BEAD VINYL CASING BARKER a (ow ER 0=E PVC BACK17 A BAND ( FRAME) SIDING TO STUCCO R�eIeTlve SCALE: 11/2'=I'-0' ® FRAME TO FRAME 19 TRANSITION WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER h' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4' GAP TYP J' THICK 3 COAT CEMENT /CASING BEAD PLASTER SEALANT . / . TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER WINDOW FRAME BUILDING PAPER WOOD SHEATHING a WRB LAYER 01, STUCCO WRAP b' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN ; BUILDING FLANGE 4 BUILDING WRAP ; ' WRAP ------------------------------------------------------------------------------------------'' �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAK 407-774.4078 www.abdesigngroup.00m AA #: 0003325 �9T 8 M :'- -4 . � Is Q �s fill aysa:v ae LOT: SILVERADO LOT #6 BLK #17 PROJECT* 04128.002-06171 MODEU 3EFB "2447-ROBIE" GARAGE BWMCi: RIGHT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. Bill AFK>ITECT, UrATE OF T 1 s AR NO W70 DA 10/09/19 BCAIX. i/4' = I'-o' aFIEET WA4 / \\ - 2x6 SUB-BANb W/1'x4' NOTCH - - - -- -- END, WRAPPED IN PEEL 4 STICK 1' - DRIP EDGE d\ I I \\ 1/8' TEXTURED \\ FINISH o WOOD 1 Lk In' TEXTURED \ FINISH ® CMU \ / METAL FASCIA \\ WRAP YB' FROM \ \�--------------------�I STUCCO, I' FROM \\ WOOD WALL \\ ------------ Ia EXTERIOR WALL \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ®ELEVATIQN 1/8' TEXTURED FINISH s WOOD, ... 1/1' TEXTURED ;: ::•. -.... f FINISH • CMU x .. METAL LATH x x x x x x x x METAL FASCIA WQ.AP - WOOD SHEATHING x x x x x x OR CMU x x x x x x >'. WRB LAYER "I, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRD LAYER 42, FORTIFIDER x x x x x x x x x x x x " ------- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU sxb Sue RAND (A ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT © FL A* II`t METAL Klpc OUT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) ` DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) `�'I/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH ® CMU / 2x& SUB -BAND W/I'x4' NOTCH 0 - END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL® WALL 3. METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I1 'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY x X�., ...... .... x� ...... x x x x x x�4 x x x x x x x x x x x x x x x x x x x x x x x x " FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT is x x x x x x x x x x x x x x x x x x x x x x x x x x WALL KICK -OUT FLASHING WALL LINE TO AVOID CONTACT x x x x x x x x x x x FELT PAPER W/TEXTURED FINISH x x x x x x x x x x Vx4'x4'-0' x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (RON W/12d NAILS &'-8' x x x x x Y �NRCwAPOINT LL OF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/14'x4' " NOTCH a END = ", METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/U4'x4' NOTCH o L �N APEEL 4 STICKD IN ®I DRIP EDGE EXTERIOR WALL ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL @ WALL CLARITY W/KICK- OUT 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 evsaly ae LOT SILVERADO LOT #6 BLK #17 PROJWTO 04128.002-06171 MODEL.• 3EFB "2447- ROBIE" GARAGE ewING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 50 MPH EXP. PJ D = 10/09/19 ecAr.E:1/4' = 1'-ol e WA6 4 Q N 10'-0" 1 4" CONC. uj (L (i SLAB O w I �a r EXTEND FM-16x11.1 j- FM-18x18 SLAB 1 1/2" 1 I � 4 I 1 1 i I IN Ix x LLI ' i IU I ,9 ^F 1 _ CW-12x12 — J ro I� 0'-0" T$' OP OF SLAB ELEC. CONDUIT FOR KITCHEN ISLAND UP TO 2ND FLOOR (FIELD VERIFY EXACT LOCATION) EXTEND SLAB 1 1/2" �I N J 1 �ci od I 4 2 I I N 4" Pv ` % J — CHASE L ``�`, CWC-12x12 �. *-51/2- 1. 1 0 N I 1 8 131/2 �) EXTEND I OycO u' I W SLAB 1 1/2° I ( I Og $ a l 1. FM-16x18 `N m ' *-7 1/2 11 84" 34" L FM-16x18 — — 29'-8" FOUNDATION PLAN SCALE: 1/4 = V-0" 3'.6" 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'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.OINDICATED #5 BAR, O' INDICATES #6 BAR,■NDICATES #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 = W', #6 -361, 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 #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: F'm = 1,5D0 PSI, TYPE "M" ORS' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER 3 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VNVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.—"I OVER GENERAL 31/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 17' CONTINUOUS 19' (2) #5'5 _ +0'-0" FM-16x1S 18" CONTINUOUS 18" 12)#5'n + -0" FMC-12x16 16" CONTINUOUS 16' (2)#5'n - VARIES FMC-16x18 16" CONTINUOUS 19' (2)#5'9 - VARIES CW-12x12 17 SEE PLAN 17' (2)We - + •-0" CWC-12x12 17 SEE PLAN 17, (2)#5'n - VARIES TE-2 17' SEE PLAN 6" (2) #5'n + p•-0•• F-24x24 24" 24" 1T (2) #3s (2) #5'n + •-0•' TE-1 8" SEE PLAN 6" (2) #5'n 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003325 p IS 3 a 11ils let ev EN ae LOT SILVERADO LOT #6 BLK #17 PROJECT 04128.001-06171 MODEZA 3EFB "2447—ROBIE GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 50 MPH EXP. bwTa: 10/09/ly 9CAIX:1/4' = 1'—o" B*MET S1 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED • — Q 1 CELL SEE PLAN FOR SIZE AND < ppp�,,, O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS O} W SPACING REQUIREMENTS U W +P°° .�'Iz. I - °^ RECESS AGE DOOR Q . v� a. FMB. °; g5 N Z 8" CMU WALL �� O 8" CMU WALL • f CORNER BARS, SAME SIZE AS BAR I ON WITH 30" LEG EACH I ICHANGES w B+ m Z +- p'-0" • 0 WAIN Y ALL N DIRECTIONS �WU N 1-0 _ TOP OF SLAB I .. . SO THAT THE STEEL REINF. IS CONTINUOUS ,I TOP OF SLAB • MATCH AMOUNT OF CONTINUOUS BARS CURB FOR ° V I MASONRY •{{ na EXT. PORCH SLAB •-, BAR SIZE 48 BAR DIA�� SEESLABSCHEDULE 4" CHAMFER (1STORY) EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET '� 7;0" AT ELEV: W/ 1/7' ISOLATION JOINT (WHERE • -. • ` N3 1g^ 6" CHAMFER (2S10RY) #4 24" W/ 1/2" ISOLATION 4" CHAMFER (I -STORY l� • ` V CHAMFER (2STORY) GJW—HE. 0'-0" APPLICABLE) z SEE SCHEDULE �" JOINT (WHERE APPUCABLE) Z_ . • i EE SCHEDULE a, ARE MADE FROM FOUNDATIONS HAVING 2 FOR WXD, BAR SIZE FOR WXD, BAR SIZE ENSIT"ONSNUMBER DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST %1 AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO N7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0 2 GARAGE scALE:34"=r-a' 9 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=1'-V' LAP TOP PLATE A MIN. OF 4S' 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" OIC BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN ul 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 7' CAPPED ul I pp,, No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB WI PLANS FOR SPACING. SINGLE GALVANIZED PIPE 5 to NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/7h0' WEDGE ANCHOR W17' BTM. PLATE TO BE PT. W/FLANGE BASE O a SECURED W/ 2-PART � TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a g EPDXY. MIN. EMBED PLATE EPDXY 61IT EMBED. MIN. ®16" OC SLAB W/10d MASONRY o g 8", UNO USP SPTH4 OR SPTH6 BTM MAX. NAIL 16" STAGGERED. io a O FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ AL ADDITIONAL METAL SECURE FLANGE TO 2 I SPECIFICATIONS FOR W USE AND g 10d x 1 1!Y' COMMON NAILS CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4)1/4" X 2 VIC 2 H- PREPARATION OF FILL ALL HOLES, DO NOT USE 10tl 3" W W UPLIFT IS PRESENT. TAPCONS HOLE. x W SEE SLAB SCHEDULE SLAB SCHEDULE J Q 0'-D' Q +- QQ' TOP OF SLAB [SEE p o TOPOF SLAB 4" CHAMFER (1STORY)6" CHAMFER (2-STORY) =AND ULE EQ. EQ. EE SCHEDULE SIZE FOR MD, BAR SIZE 5 NTITY AND BAR QUANTITY scALE:3a"=r-a' ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 SCALE:3/4"=r'-a' (W/ UPLIFT) (NO UPLIFT) 6 SCALE:314"=r-a' LAP TOP PLATE A MIN. OF 48" ---------y AND NAIL W116d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W1 PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE f PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT, PLATE TO SLAB W/10d MASONRY NAIL (. PROVIDE DBL.TOP PLATE 1S' O/C STAGGERED. U ADDITIONAL METAL CONNECTORS NOT -� a. REQUIRED WHEN NO UPLIFT IS PRESENT. N 8" CMU WALL POURED LINTEL CONT. (TYP.) 6" CMU FILLED CELL (TYP.) TOP OF SLAB I SEE SLAB SCHEDULE : p.. 2X WALL FRAMING N• +- 0'-0" SEE SLAB SCHEDULE 1?'DIA USP 7250SD BOLTS 5" TOP OF SLAB a" Z Z ♦ MINIMUM EMBEDMENT INTO g "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH -- — — FOUNDATION AND SLAB I I SEE SCHEDULE ,jS SEE SCHEDULE I V FOR WxD, BAR SIZE / FOR WXD, BAR SIZE BAR QUANTITY ,f AND BAR QUANTITY FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO (D_,'�LINTI�ERIOR 3/4"=T-°' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-U' 1 SCALE: 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH:407.774,6078 FAX 407-774.4078 www.abdeslgngroup.com AA $: 0003325 7lit 5 8s IL BUDDIV & LOT SILVERADO LOT #6 BLK #17 PROJB:CT 04128.001-06171 MODMIA 3EFB "2447- ROBIE" GARAGE SWING: RIGHT PAGE: DETAILS 50 MPH EXP. DRDCT ATIC, 10/09/10 9CAI.E:1/4" = 1'-0" aHE' T S1.1A -.♦ - SCHEDULETOP OF SLAB SEE NFOR WXD, TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1fY'=1'-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEV�rSEESLABSCHEDUUE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT.SECURE ST. PLATE TO SLAB W/ PROVIDE DSL. TOP PLATElr2W' WEDGE ANCHOR WIT WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. i6" USP SPTH4 OR SPTH6 BTMOC MAX. AND TOP PLATE ANCHORS W/ 10d x 1 1l7' COMMON NAILS FILL ALL HOLES, DO NOT USE tOd x 3" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/a"=r-a' (W/UPLIFT) STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND ? SPACING REQUIREMENTS MIN. 10" tEAD W/+1" NOSE O S' CMU WALL %14 RESAR(TYP.) w 0'-0" m O W TOP OF SLASEE SLAB SCHEDULE D1/2"RAI ORCHAMFERXXKZg' m C� EQ. EQ. SEE SCHEDULE -k FOR MD, BAR SIZE AND BAR QUANTITY 2 EXTERIOR STAIR DETAIL 3 INTERIOR CURB FOUNDATION CMU WALL SCALE: 1/2"=,'-IT' Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q� t SPACING REQUIREMENTS m W U p ro Z 8" CMU WALL . o'o' + a-0' TOP OF SLAB °' TOP OF SLAB , SEE SLAB SCHEDULE EXT. PORCH SLAB BAR SIZE 48 BAR DIA. > `d ° + < W/ 1/Z' ISOLATION 4" CHAMFER (1-STORY) #3 1S, O 8" CHAMFER (2-STORY) JOINT (WHERE ♦ #4 24" APPLICABLE) z MATCH STEEL ° , iS 3U' i REINFORCEMENT 6T PVC CHASE PER SCHEDULE #6 6" PVC CHASE THRU FOOTING THRU FOOTING #7 42 MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 6 THRU FOOTING SCALE: 3/4"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 3 SPACING REQUIREMENTS =a O 8" CMU WALL �w U �a w SEE SLAB SCHEDULE o -SLAB .. .n• EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3/4"=1'-0" f I 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.00m AA #: 0003326 5 y 4 r sun] ee LAT SILVERADO LOT #6 BLK #17 P1tOJECT# 04128.002-06171 1LGDEIt 3EFB "2447—ROBIE" GARAGE BTrWO: RIGHT PAGE: DETAILS 50 MPH EXP. 191 DATE: 10/09/19 SCALE 1/4• = 1'-0" SHEET S1.1B 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroupcom L AA 8: 0003326 �e evHDIV ae LOT SILVERADO LOT #6 BLK #17 PROJECTp 04128.002-06171 MoDE>1 3EFB "2447- ROBIE" GARAGE 91MKO: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. FIRST FLOOR DOWEL PLAN SCALE: 1/4 - P-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W119'HOOK GROUTED BOND BEAM a CLEAN OUT REQUIRED a FOR INSPECTION v • I TIETVERTICAL REBAR e . • a TO HORIZONTAL REBAR W/ 10" HOOK u���iII�'' BAR SIZE 48 BAR DIA LL Z W #3 1S, >O #4 24" m U • 06 11, #6 36" #7 47' HORIZONTALNERTICAL (D-- REINFORCING SCALE: 3/4"=1'-0" �U NEW REINF. BAR SECURED W/ 2- PART I EPDXY. MIN. EMBED J g 6., UNO Q FOLLOW ALL MANF. to 0 SPECIFICATIONS FOR USE AND PREPARATION OF HOLELq .e 4 e STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3%4"=V-0'� A Z i OFFSET METHOD CONTINUOUS BARSIZE 48 BAR DIA METHOD #4 24' HORIZONTAL/VERTICAL #5 4 REINFORCING #6 4Z 2 _ #7 a7' SCALE: 3/4"=1'-0" #5 BARS • 8" ■ b CMU UNIT DIMENSIONS ARE NOMINAL SIZES Oo/ MASONRY SYMBOLS *' 3 SCALE:3/4"=1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 ww W.abdealtngmup.com AA M: 00,3315 � �9s Q q 0- Lk 9tTEDIV dC LOT SILVERADO LOT #6 BLK #17 PROJECT, 04128.002-06171 MODELa 3EFB "2447— ROBIE" GARAGE STIMO: RIGHT PAGE: DETAILS 50 MPH EXP. DAR� 10/09/ 99 SCALE:1/4• = 1'-0* axEET s1.2A 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. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG•011 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL 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 P8S36, .177"' x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, HEADER SCHEDULE MARK 812E A DESCRIPTION REMARK iQ (2) 2X6 BEAM SCHEDULE EZZZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P61) SIZE REINFORCEMENT STIRRUPS REMARKS STM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bxi6 1 #5 (1 #5 WA GROUTED SOLID BB2 MASONRY 3000 Sx8 1 #5 N/A GROUTED SOLID CB1 CONCRETE 3000 6x31 2 #5 2'#. #3 8"O.C. GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS IS SAFE LOAD -POUNDS PER LINEAR FOOT /9B -SAFE PLF TYPE wooSUB seawoo04M naa n3ws �� Besse TYPE -._ --- Rewi LENGTH 74' (42') PRECAST 2431 4'41' (48) PRECAST 1968 'for (64') PRECAST 1699 Bd' (64') PRECAST /217 W-10' (70') PRECAST 1082 94r cm PRECAST 9D8 T41' (M PRECAST 743 " (112') PRECAST 554 1Wfi' (125) PRECAST 475 11-4- (13S') PRECAST 362 1" (141') PRECAST 837 13-W (1W) PRECAST 296 IN-W (168') PRECAST 279 14'4' (11M PRESTRESSED NA I&W (180) PRESTRESSED N.R. 1T-' On PRESTRESSED NA I" l2(1T7 PRE$TRE88ED N.R 21W Mill PRESTRESSED NA 2T-V P'll PRESIRF88ED N.R. 24'47' (T68') PRE8TRE88ED Om00 OD�Om v00000m mm©o©ov mom�r.!©om mmm000v mm0000v "moomc�-�i 0�00000 oomo©m" ommom�!�n o"m©omol ""m0000 oommmoo oomo"oo ©omomov ©Om0"m0 O�mOm®0 D�mmm®0 0"m00�0! avo©a)m©o©I NA - is 4p 4 0 *4 1 04 1 IM I IM (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY2DI5 EDITION • ALL PRECAST PRODUCTS ARE TO a INSTALLED PER MMHIFACTUiES SPECIFICATIONS T-r (42') PRECAST 102E 1 1024 1 1998 W-W N69 PRECAST 786 763 13M N-r (64') PRECAST 692 W 1073 V41' (64-) PRECAST 411 411 746 9-10' (M PRECAST 340 339 610 W41' (76') PRECAST 607 721 490 T41' (W) PRECAST 424 634 363 94' (112) PRECAST 320 612 230 1174P (12n PRECAST 294 401 180 11'-C (136') PRECAST 280 452 164 12'4Y (1"') PRECAST 2" 402 137 13w (16n PRECAST 217 324 110 14'47 (10n PRECAST 206 M 100 14'4P (1M PREBIRENED NA 264 91 1W-C (IN-) PRIS11TREIRIED N.R. 269 83 1T4' RM PWITRE88ED NA 194 84 1Wd' PM PRUME88ED NA 148 62 21V' Wn PRESTRIBRIED NA 125 42 274P 9MV) PRESTRESSED N.R. 116 40 24'47' (TSB') PRF87RESM NA 91 33 SAFE �� UUPLIIFTTLOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS vwyww I SAFE LOAD - POUNDS PER LINEAR FOOT moom000 moo"000 !�m0000®ol m0000mo m��o©oo m0""0 mmrmc3"ZE3mT 0=-, �!.1 Q1! C!1 ir�1 ■T ice.^ @1 ' ' mEml=m 0"lacrl=_m 1m=m=ffmrgO .' wmrlxil _1 OQ�Q 0 10=1 Gcl1 ®E71a��7'�1Q�Q1@� "I QROM"CAL"'!CS1Q� i3 _ ®0T9Q=ml"m?1mr::rQ= �e7!'.7tT1AI�r7wef^fRes-�4er. �1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MOO" 4OF SEARING PAST EACH BIDE OF W9400W OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 1"126.03 LINO, PR( WHE TRUS,.�„ ON WALL EL. V-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-O" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL327W PH: 407-7746078 FAX: 407-774-4078 www.abdesigngmup.com AA 6: 000332E L � rg4 CUlm aUBDIV. A LOT SILVERADO LOT #6 BLK #17 PROJIGCT# 04128.002-06171 MODEIA 3EFB "2447- ROBIE" GARAGE OWING: RIGHT PAGX- FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 50 MPH EXP. DATDffi: 10/09/19 ISCALE:1/4' = 1'—p" alma" 1' s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1d' HOOK 30' TYPICAL #5 BAR IN BOND BEAM CORNER OF BOND BEAM 3/4'=T-0" NOTES TO THE INSPECTOR/CONTRACTOR nP.6X6'Eva 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING* REINFORCING L2 HEIGHT. � ( ) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED 80 THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 6'06' �p S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#5 TOP OF THE LINTEL n. A VCY• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. *=�t / / P05 RHO Bx16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM a CVO 0 EACH COURSE O 8x8 BOND BEAM TOP OF • �OQ��V<J W/(1)#`5 BARIBOND BEAM F FILLED W/ GROUT ��O U =UNFILLED GROUT SOLID FROMTOP NOMINAL LINTEL TO TOP OF BOOF OPENING WIDTH #OF#S'S, IN 2ND BOND BEAM — SEE NOTE 5 BEAM COURSE d �VN TGO 16-1 T/1 8x8 PRE -CAST CONCR �/c 5 (�� LINTEL W!(1)#5 BAR ( e� EF NOMINAL--�' MASONRY HEIGHT #OF#TS, TOP � OPENING 7 LENGTH OF BAR WIBEAM DESIGNATION BOND BEAM COURSE ORREINFORCING IT IS THIS ENGINEER'S INTENT #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRSCALE:'�THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (LSCALE: AND XFXX - 1T/OWOB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATITOP OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-0/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/4") IT' FROM EACH END AND AT LOWER ELEVATION 16' O.C. MAX. MIN 1.1/4" _ EMBEDMENT 05 BAR BENT ASSHOWN 31M„ PRE -CAST 14 N 2x6(MIN 2 X 3) 23/i6 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 6' ;j SLOPE FROM EACH END AND 16' 1-1/4" EMBEDMENT 5 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELq1N SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACE 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ /7116'OSS UPPER AND LOWE #5 MIN. REQUIRED IN 16' O.C. MAX. MIN 1-1/4" MIN. 2-12tl PER BLK. EA END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS Y ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE: 1 12"=1'-0" 5 SCALE: 3/4"=1'-U' 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. ISINGLE #5 CORNER BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM ig ER PROVIDE #5 BAR DOUBLE REINF. BAR(S), AT EACH SIDE I I /OR STEEL REINF. OF OF ELEVATION AT PIER GROUTS BENEATH BOND. BEAM CHANGE �XENSURE LINTEL CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3M"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX- 407-7744078 www.abdosigngroup.com AA #: 0003325 W 5 q a sfill stmDIV. As MT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MoDzu 3EFB "2447—ROBIE" GARAGE NWINC;: RIGHT PAGE: DETAILS 50 MPH EXRIV ROLMD A ABOUCKAM L AR NO OV23 j [An" 10/09/i9 C,%=:1/4" = 1'-O' MET 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. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 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 PSS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2xS BTM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES 3, TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST &' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD1 4X6(3)$k5Xi")SYP. USP HTT4 W/5/6' S/S31A PT., WOOD POST DIA. x 5' EXP. BOLT r--------1 FIRE FLOORB 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 4 3/4" PLYWOOD DRAFT STOP PRE-ENG. FLR. JOISTS—n-,"'I Il rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" OWT DRAFTSTOPPING THIS TRUSS AS TO 2EA TO 1000 S.F. )2.12 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwsbdesigngroup.com l AA M: 0003325 ri II I 6 • S J as�a > unDm & LOT'" SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODEL1 3EFB "2447— ROBIE" GARAGE 9TnNG: RIGHT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION V 50 MPH EXP. ly DA E: 10/09/19 8CALJC:1/4' = 1'-0* SHEET s3 PLYWOOD SHEATHING, SEE "ROOFPWALL/FLOOR SHEATHING FASTENER SCHEDULE" A41)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1!T TO TRUSS. FL#17680 8j2) USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 1/TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1X2 SECURED W/ 10d TRUSSES 0 24' O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:1310LBS (2 STRAPS) TYPICAL TRUSS/ Ia 1v GIRDER CONNECTOR(S) SCALE ENGINEERED WOOD TRUSSES- 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR — WITH (9) 10d x 1 1/2' NAILS TO TRUSS EA PROVIDE 4" MINIMUM CONCRETE EMBEDMENT, DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: FOR (A) W/ SINGLE PLY, A PT SYP #2 7'X6"X4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE 2-PLY CONNECTOR. �—(A) USP LUGT2 W/ (5) 1/4'k3" POWERS WEDGE BOLTS (16) 16 GALV. NAILS TO TRUSS (2PLY)#FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 3/4'k6' WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) W83 SCREWS FL#6223 SEE ARCHITECTURAL 2c SECURED W/ (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12'O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS 12PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2a 2b GIRDER CONNECTOR(S) CALF 3 a' # 1175 UPLIFT USP HTWM20 W11010d TO TRUSS AND (4) 1/4" x 21/4' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 21/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. Z' COVER Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T S G SUBFLOOR GLUED AND BRACE W/ (3)12d a EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA12GAUGE SEAMS) WI 10dx11 2 HPG COMMON NAILS. 0'-0" a7( TO 30'•' (1)'" BRACE 0 EACH END TOTAL OF 10 39-1" TO 60--0 (3)'W' BRACE SECURE PT. PLATE (1) "X" BRACE 0 CENTER TO BLK W/ / 1 T DIA. FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ T GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WCOD FASCIA STRENGTH EPDXY IT' SEE ARCHITECTURAL MIN. EMBED, AT 37' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W112d's 8" PRE-ENG FLOOR TRUSS STIFFBACK (AS PER O.C. MAX BOARD 5/8" GYPSUM BOARD OR 1/2" HIGH TRUSS ENG) CONT. 2x4 SECURED W/ STRENGTH LG. BOARD t EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) E I TO BE NSTALLED @ T S 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (20)16d x SE E SCHEDULE FOR 2.4 OR 216 WOOD BEARING 2-10 NAILS TO POST., BOND BEAM REQ. 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 1/7' GYP. WL. BD. - NOT USED BLOCK WALL W/ GABLE END 6 7 PRE-ENG'D TRUSS SCALE:34"=1'0 %�GIRDERMOOD POST CONNECTIONS • J SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. Y SCALE:3/4"-T-a' (NO UPLIFT) NOTCH DEPTH 1/4•D HOLE EDGE >SIB" HOLE DIAMETER <2/5•D SGL. STUD OUTER 113 OF SPAN ONLY 01 HOLE EDGE >5/6' 01 BTM. HOLE DIAMETER PLATE < 3/5•13 DBL. STUD ANDBORING NOTCHING AND LIMITS s A - USP THDH26 G < 1325 LBS, U < 1280 LBS W/ (1) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8) 16d GALV. COMMON NAILS. FL#17232 B - USPTHDH26 G < 2400 LBS, U < 1425 LBS W/ (2) 3/4" USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (20)16d GALV. COMMON NAILS AND (8) 16d GALV. 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 GALV. COMMON NAILS. FL#17232 D - USP THDH28.2 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 GALV. COMMON NAILS. FL#17232 E - USP THDH28-3 G < 48D0 LBS, U < 2650 LBS W/ (4) 3141 USP WEDGE-BOLT/J-BOLT, S' MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3W'=l'-0" : 5' EDGE CENTRAL 22" MAx. W e• EDGE SPACING SPACING OPEN WEB TRUSS SPACING SEE SEE SCHEDULE, SCHEDULE SEE FRAMING PLAN TYP TYP LBOARDR SPLICE (OR LEDGER • • • • • • • • W.) • • r THE USE OF ALTERNATE MATERIALS MAY BE =ESCHE 5lr FOR )LT SIZE 51/2" SCHEDULER SCHEDULE W EDP LEDOERSYP P.T BOARDTOBE USED WITH O W T USED SO LONG AS THEY CONFORM TO THE 'ABED. (TYP) 1. ENSURE THAT EXP. BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS, 6' PRONT ALL AROUND BOLT. LEDGER 2. END OF FRONT AND REAR ? LEDGER SHOULD LAP A MIN m OF 4'-0". (2) 2x10 3. ALL BOLTS TO HAVE SYP PT to i WASHERS z 4. EXP. BOLTS/J-BOLTS (2) 2X8 SHOULD NOT BE ANY REAR SYP PT CLOSER THAN S' O/C. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE LIL @D0ISTANO's OBIIWVACa18 A DOUBLE 2(8 1/2' 1. 16" O/C E DOUBLE 200 (2) 3/4" B" 22' O/C WOOD LEDGER DETAIL 10 SCALE: 3/4"SCALE: "=1'-0� 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 (F1 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#1724% ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F, AND F2 FORCES. &ALjTEERRNATE MATERIALS SCALE: 3M4'=T-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 q W � ppp���� j• r d0 aUHDIV & LOT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODEL1 3EFB "2447— ROBIE" GARAGE 8WWO: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. ly F' APICHrrEM SA.AMB CM ARNO93M mm DAT : NT 10/09/19 aCALE:1/4• = f-0• SHEET S3.1A DECK leg8" 7 2x6 PT TERMINATION 2x4 STRONGBACK.SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 101-0' BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, FLOOR BRACING USP LFTAB W/ (16) So 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" OF STUDS PLYWOOD FLOOR SHEATHING = USP SPTH4/SPTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W! 10d x 1 GIRDERTRUSS 1/7'HDG NAILS FL#17239 WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL DBL PT 2x6 SLK'NG BETWEEN TRUSSES W/ tOtl 3" O.C. 1ST PLV INTO LEDGER AND 10d 0 3' O.C. STAGGERED UPPER PLY INTO 2x6 BELOW CMU WALL REINF PER PLAN PER ELEVATION O �V= PER ELEVATION m=Z 2z4 P.T. CEILING NAILER W/ MASONRY NAILS ®17' O.C. 1X2 FIRE -STOP 1/4" Ml #8 WOOD SCREWS x 2"LONG ® 3' O.C.; STAGGERED OFF CENTERLINE OFF 2x8; M� SHOWN USP A3 EA. iii TRUSS 4^ NAILING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) DSL 2X10 LEDGER SECTION DETAIL AT TRUSSES BEARING ON EXTERIOR WALL �� SCALE: 3/4"=T-0' #8 WOOD SCREWS x 7FLOOR LONG ® 3" O.C.; STAGGERED NI AS SHOWN uMCL TO CMU LEDGER 1'y1N1' TO CMU W/ 12" EXP. BOLT 8" CMU WALL AT 16' O.C. AND 6' FROM «� REINF PER PLAN END W/ MIN 5-12" EMBED. FLOOR DECK PER ELEVATION 4" (0 PATTERNNAILING 7 �UV � �QQ�jj�w PER ELEVATIONm=L 24" M PRE-ENGINEERED WOOD 2x4 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS ®17' O.C. 1X2 FIRE-STOPSECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=V-Y' 2x STUDS PER PLANS 2z STUDS PER PLANS DBL PT 216 BLK'NG BETWEEN TRUSSES W/ 10d a 3' O.C. 1ST PLY FLOOR DECK 2z4 CONT. W/ (4) 16d NAILS INTO LEDGER AND 10d ® 3" O.C. #8 WOOD SCREWS Kit NOTE: 0 TOP OF FLR TRUSS STAGGERED UPPER PLY INTO 2x6 x 7' LONG ® 3" O.C.; 2x4 BLOCKING a EA BRACE. TOENAIL INTO TRUSS W/ (4) 16d STRUCTURALSHEATHING (OP 2X4 SUPPORTS ST. BELOW STAGGERED OFF 0 EA END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) CENTERLINE OFF 2x6;NAILS AS 3/4" AS SHOWN 2x4 BRACE 0 46' O.C. w/ (5)12d 1.". MIN. FROM 2NO. FUR. FLOOR DECK NAILS 0 EA END LINE 2x6 CONT. W! (8) 16d NAILS DBL LEDGER TO CMU W/ 12" EXP. BOLT AI 8d RING SHANK NAILS 0 4" O.C. MAX ST. OF FLOOR TRUSS 8"CMU WALL AT 16' O.C. AND 6' FROM INTO BLOCKING (BT. 2X61S FOR WALL SHEATHING NAILER) REINF PER PLAN END W/ MIN 5AZ EMBED. 16d NAILS 0 8" O.C. MAX iX2 FIRE -STOP PER ELEVATION FLOOR DEC /4,. PER ELEVATION PER ELEVATION LL NAILING PATTERN QaQUV PER E EVATION � i PER ELEVATIONP ELEVATION 2x4 P.T. CEILING 24' M PRE-ENGINEERED WOOD GRUSSESD(SEEOD NAILER W/ FLOOR TRUSSES (SEE FLOOR MASONRY FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) S NAI-IL ®,7 D.D. FLOOR TRUSSES (SEE SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTA16 Ol EVERY REPAIR DETAIL IF FRAMING PLAN) BOND BEAM REQ. BOND BEAM REQ. TRUSS (VERIFY W/ 1X2FIRE-STOP LEDGER INSTALLED TOO LOW USP HTA16037'O.0 . TRUSS PLAN) AT TRUSSES PARALLEL (VERIFYW/TRU S SECTION DETAIL ��TO EXTERIOR WALL PLAN) FW7680 AT PARALLEL /PERPENDICULAR scALE:34"=r-a' PRE-ENG FLOOR TRUSSES NOT USED 6 7 SCALE: 3/4"=1'-0' PRE-ENG GABLE TRUSS 214 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL PRE-ENG AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX R ELrVATIQN FOR STRAPPING O VERIFY PRE ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W,TRUSS PLAN TRUSS TO TOP PLATE 5!e" GYPSUM BOARD OR 1/2" HIGH W/ 12" DIA. ANCHOR BOLT W/ 7' . ; a A - USP MTW-12 U < 1195 LBS STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH W! (14) 10d GALV. COMMON SECURE TRUSS TO TOP PLATE wl (2) WOOD POST TO STRENGTH EPDXY 6" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2)USP MTW-12 U <2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2z8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 121s 6' O.C. MAX COMMON NAILS EA 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE POURED BTM. PLATE TO BE PT. LINTE LINTEL COURSE PROVIDE DBL TOP PLATE •o• PROVIDE BLOCKING USP SPTH4 OR SPTH6 BTM 1IY' GYP. WL BD. :0: AND TOP PLATE ANCHORS W/ 10tl x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W! CONT. 2x4 SECURED W/ (2)10d's (M EACH FILL ALL HOLES, DO NOT USE 10d 3' 1/7)(9" WEDGE ANCHOR W/T WASHER SET IN HIGH STRENGTH TRUSS/VVOOD POST CONNECTIONS TRUSS TO BE INSTALLED ®10'-0" O.C. MAX. x EPDXY 5-12" EMBED. MIN. ® 11, 1 0a 10b 1 0c OC MAX. SCALE: 3/4"=1'-0' GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 TRUSS TO POST CONNECTION SCALE: 3/4"=1'-0' °', A- USP MTW-12 U < 1195 LBS W/ (14)10d GALV. COMMON NAILS. FL#17244 ,_Q _. * B - USP HTW-20 U 2045 LBS W/ (20) 10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PH04A 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) W83 WOOD TRUSS CONNECTION L.B.W. SCREWSTOPOST 9a 9b PCB- NECT40/FL#172419 SCALE: 3/4"=1'-0" A88 -USP PAU44 POST BASE <U:2,265 G:6,775 W! 5/8 DIA. z 6' EXP. BOLT FL#17239 USP USP PAU46 POST BASE <U:2,265 G:13,815 W/ 5/8 DIA x 6' EXP. BOLT FL#17739 C - USP HTT4 POST ON SLAB <U:4,465 W/ 518" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20)16d x 2-1/7' NAILS TO POST, FL#17324 01 1441 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 wwwAbdesigngroup.com L AA #: 0003325 tu s SUHDIV. & LOT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 MODEL 3EFB "2447— ROBIE" GARAGE OWING: RIGHT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. 51 DRINT ATZ: 10/09/19 SCALE: i/4" = 1'-0" SHEET S3.1B SECOND FLOOR DECK PLAN SCALE: lt4" = V-0" i"l N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdealgngroup.00m L AA #: 0003325 Is ii 3] C a munDIV. at L015 SILVERADO LOT #6 BLK #17 PROJECT�L 04128.002-06171 HODEic 3EFB "2447- ROBIE" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DECK PLAN 50 MPH EXP. • A4RCHt1✓M 6rA'M OF -,T q I� ROLAM A ABOUCWAM L AR NO W723 DAM 10/09/ 99 DCA=:1/4' = 1'-0" B *M= S4 LAP TOP PLATE A MIN. OF 46' !- AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O.C. BTM. LAP TO OCCUR OVER STUD yy �a g ® 3/4" DIA. x B" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT 2x HEADER SEE PLAN FOR SIZE AND QUANTITY PROVIDE 1x Z WOOD OR 1/7' PLYWOOD g FILLER($). NAIL ALL TOGETHER a W/ 16d COMMON NAILS, w 2-ROWS, 6' O.C. N SHORT 2x STUDS —� BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE WINDOW 11 1 SECTION A -A I a SHORT Zx STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING D AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END >0>. SIZE AND OUANITY F PROVIDE tx WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' USP RT16A W/ 10d x 1 11Z' O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR ALL HOLES SPTH8 TOP 8 BOTTOM FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES 1od x AND NAIL W/ i8d COMMON 1 1!2" GALV. COMMOO N NAILS, 2-ROWS, C. NAILS (AT EACH STUD) FILL EVERY HOLE. DO NOT USE 3" LONG NAILS FL#17244 4" - TYR BTM. MEMBER OF TOP — a PLATE SPLICE MUST LSTA12 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 -4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 JACK STUDS SEE SCHED OR # STUDS NDER EADER SEE SCHED FOR # FULL HEIGHT Zx STUDS I "MN X L I 70 4" 3X3 OVERSIZED WASHERS PLACED 4" TYP. 37' O/C 6' MIN CONOEMBED. TYP. 16'MAX. PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE' C= DBL. TOP PLATE CONT. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/2' PLYWOOD FILLER($). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.0 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W/ 16d COMMON NAILS, 6" O.C. 24 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16'MAX. (3) 2x12 HEADER PROVIDE DBL. TOP PLATE PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.0 �N m 2klZ$ DA0's a (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3- 0 C. LAP TOP PLATES AT CORNER, (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 1 (2)2x8 (3)2x8 (2)200 (3)2x10 (2)2x12 (3)2x12 8TIDo1f0.0. BTIIDBPAmo2i0.C. 0-2tt a 0 O y Y U 2 2x4 2 2x4 2 2x4 () 4 3) 4 SPAN KINGS SPAN KINGS (2)ZZ (2) 2)2x6 ( 2x6 ()2x6 (2)Dc6 () 2X60-2R 3 - 4 R 3-4ft 1 2 0-2R 3-4ft 1 2 2x4 2x4 2 2x4 2 2x4 2 2x4 (3) 4 (3) 2x4 SEEPIM 2x6 (2)2x6 () 56 ) 2x6 (2)2x (2)2x6 5- 6 R 2x4 2x4 214 2 2x4 2 2x4 2 2x4 2 Zx4 2 Z(4 5- 6 R 3 5- 6 R 2 (2) (2)Dc (2 2x6 7-Btt 3 T-BR 3 2x4 Zx4 Z(4 Zz4 2 2x4 2 2x4 2 2x4 2 2x4 7-8R 7-1—oft 5 9-10ft 3 O2x6 9-tOft 2x4 2x4 2x4 2x4 2 2x4 2 4 2 2x4 2 2x4 10-12R 5 10-12ft 4 2x8 2x6 2x8 2x6 6 10 -12 It2x4 2x4 2x4 2%4 2x4 2 2x4 2 2x4 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=Va' SNAIL STUDS /—NAIL STUDS" TOGETHER W/ TOGETHER W/ 12d 0 17'O.C. 12d @ 12'O.C. PROVIDE (3) STUDS 0 J PLYWOOD SHEATHING, CORNERS LAP TOP SEE"ROOFNVALUFLOOR PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFM/ALUFLOOR SHEATHING FASTENER SCHEDULE" C2 Cl EXTERIOR MASONRY / WOOD CONNECTIONS 2 PLACE 30# ROOF FELT BEHIND SCALE: 1 1YY'=T-0" VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 10 DIA. USP GALV. PFM SREW ANCHOR 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 6" FROM ENDS AND 16' O/C, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d 0 17 O.C. SHEATHING ON INTERIOR OR EXTERIOR OF WOOD WALL 1/Z'DIA USP GALV. PFM SREW ANCHOR 6' MINIMUM EMBEDMENT INTO GROUTED CELL, 6' FROM ENDS AND IF] 16' O/C, VERTICALLY MAX 16'MAX, PROVIDE (3) STUDS 0 CORNERS LAP TOP PLATE MEMBERS 16'MAX. PROVIDE (3) STUDS 0 — CORNERS LAP TOP PLATE MEMBERS NAIL STUDS) TOGETHER W/ 12d 0 17 O.C. PLYWOOD SHEATHING, SEE — "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C 3 vm 'I A (1) 2x TO BLOCK ON 2x4 WALLPLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 8 2x8 WALL BEHIND VERT. STUDS SO AS Tn l69PARATF Wnnn ANn 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX- 407-7744078 www.abdesigngmup.com AA #: 0003325 Y Is gyp OEM a. LoT SILVERADO LOT #6 BLK #17 PROJECT# 04128.002-06171 mo EL: 3EFB "2447- ROBIE" GARAGE EWING: RIGHT PACE: DETAILS 50 MPH EXP. DAmNT'l'E: 10/09/19 8CALE:1/4• - f-0• a>KEET S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" - V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 1 I� 1 e etMDiV ae LOT: SILVERADO LOT #6 BLK #17 PROJECT* 04128.002-06171 MODEIt 3EFB "2447—ROBIE" GARAGE SWING: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. FMtM A ABOUCK4M L M NO 9V23 J Dw10/09/ 99 BCALE:1/4" = f—o" skim= S4.2 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. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 (41. 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 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 C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESC)R.14 REMARK (D (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 / 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) rc H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 — 1 #5 (1)#5 WA — GROUTED SOLID BB2 MASONRY 3000 8x8 — 1)#5 — N/A — GROUTED SOLID CB1 CONCRETE 3000 Bx31 2 #5 2 #6 #3 8"O.C. 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 �m9``M6M SAFE LOAD- POUNDS PER LINEAR FOOT Gllsa�a66a SAFE PLOAD SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH SUB emis vim I X%w mom n34m arrm I OF32-01 TYPE LENGTH SUS 8F8 RCMU TYPE LENGTH WIMT mqw awatt artso s1stT sm WANIT W44r an1-tt area-ar OWT slaw aa2-IT own 3'4' (42') PRECAST 2281 3'4' (427 PRECAST 1025 1024 1695 g4' (+2') Ix1ECAST Im 2w 304 43M alsa 8132 7mt +w 26011 lsM 4304 am 4132 7001 P4' (48y PRECAST 1986 1'4• (4n PRECAST 785 763 1309 00 (46) PRECAST ,let lsaa 30/0 3n5 4m/ mls am gas +w lsm 30m ins 4m ens am 4'4' (541 PRECAST 15BB NO (54') PRECAST 692 591 1073 4'4• (54) PRECAST Iw 2M 2W 3m 44ls 4711 lsn 1237 am 2w sm 40a 4"l am 64• (641 PRECAST 1217 9JI' (64") PRECAST 411 411 746 B-4• (54� PRECAST 101e m 2m gals lsm aael 4als ,na 1715 2m 2w nm wi 4m2 8-10. (70') PRECAST IOC2 S-1T (70') PRECAST 340 339 816 5-10• (m PREGABTin uM awr am 41U ,m7 2m lsm 3N7 3w 4133 C4• (73•) PRECAST 906 V4• (M PRECAST 607 721 490 C4• (75•) PRECAST 2819 sls, tm7 ,w 22m 27m 31n via T4• Mn PRECAST 743 r4• On PRECAST 424 534 353 TO 1969 PRECASTI Mls 2m 323 12M ills 2n6 2W 2127 also (112') PRECAST g64 W-C (112') PRECAST 326 512 230 44• (112) PRECAST70aI ,H 21ls00 m 1318 1als ,am 2204 mfl10'4' (126) PRECAST 476 104• (12" PRECAST 204 401 180 IV4• (12r) PRECAST m na Itm ton , ls,t ma w . tm Im 2m =40 11'd' H369 PRECAST 962 114• (136) PRECAST 230 452 154 114' (13n PRECAST 474 w w Iw 12/ Ia1 ttm M1 m7 1m ,w Ina 2W 124r (144') PRECAST 317 lr-W (144') PRECAST 244 402 137 12'-0' (144� PRECAST 470 4m M. w It tw +70 w w tam I 2m /34' (14n PRECAST 206 �EZEMEMEMBEEMIEM13V' (180� PRECAST 217 324 '10 13'-C (1809 PRECAST 4/9 am ON 7m w 1 Ills 4ls 44 7m ttm /4 1 Im 14.4r (186•) PRECAST 279 14'4' (186') PRECAST 206 21k3 100 14'ff (188� PRECi1ST w 318 w 7M w 1m 410 42a 717 1w i i tam 14'4• (1781 PRESTRESSED N.R. 1P4• (17T) PRE91RE88FD NR. 2B4 B1 11'4' (175� PRE8TRE88® w 334 w M. w w w t m t 1731 ,7M 1B-• (164') PRESTRESSEDN.R. 1BJ• (7B4•) PRESTRE88ED N.R. 20 83 18�4- (1641 PRESTRESSED 7f1 m 313 m 4m aw 02I w 70 , m, Iw tri' (an PRfi61RE88ED N.R. 1r-C Mn PRE N.R. 194 84 1r4' Wn PRE tls tm M. 308 4m w 4M 740 w M. /271 m Mls W-4' (2 r PREB7A� NA 1B4• Mn PR�IRESSED N.R. 148 62 194• (232') PRESTRC� im im no m 344 4M 'AT w M7 M1 60 M7 tAl7 214' (1�•) PRESTRESSED N.R. 21'-C (256') PR SSED N.R. 125 42 21'�1' 05M) PRESTRESSED 1@ 232 307 m 3m w 400 721 w w w /w 22'-0' (254) PRESTRESSED NR. 2?OEM-0' 0" PFESTRESSED N.R. 116 40 22'-0' INN) PRESTRESSED to to to m w m m n7 4m w am w w w X4' P" PRESTRESSED N.R. 24'4• Mn PRE N.R. 91 33 No M PRE IM 1M 171 9m 2n 3ls sn 4m 4te w 4m 7n Im m tm fm w aM aM Im2 1222 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM 'SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARETO BE INSTALLED PER MANUFACTURES 6PECIFICATpNB • PROVIDE MOM" 4.OF SEAROW PAST EACH SIDE OF WSCOW OPEIiIKi PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-0RETE DIVISION ACCEPTANCE* 164128.03 0©©0©0® omovoom O�mOm m�m000v ®m©omov ®OODOm 0®Om000 m000�00 mm©ODQI�Q! 0�00��0 om®oo�[ Omm00G^_^Q� oomoomo O�m0�m0 O�00m00 D�0mm�0 D�m0�00 ®�mmoo 000000© � � S � � 1 �IF16- TQOB SF16-1T/OM/OB a 7 !� s 1 i L GT ) " a 4 � 1 1 aY g U.N.O. PROVIDE BB2 WHERE 1 e s ROOF TRUSSES BEAR, d Q F' TOP OF WALL EL 18'-8" k 4 � 7 s 4 � 9 $ k t 9 R $ " 1 m (----192 a 1 ° 5 1 1 k a 3 f { !� ) GT � � o 7 • ,, t 8F16-1T/OM/0131 q ) 1 8Fl6-lT/OM/OB 8FIB-1T/OWOB 1." SECOND FLOOR LIFT BEAM PLAN 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 _ J i 8 im L a 61 5 TT eUBDIV at: LOT: SILVERADO LOT #6 BLK #17 P1toizcT# 04128.002-06171 MODETA 3EFB "2447— ROBIE" GAisAGE 8WING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. Dw 10/09/19 SCA=:1/4" = 1'-01 B*EEZT S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1 Od 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 WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 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 (41. 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 PBS36, .17T' " x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. 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 6" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 8QE 3 BABE FMATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3X)(5 X') SYP. USP HTT4 W/ 5B" 5/S3.1A PT., WOOD POST DIA. x S' EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com L AA S: 0003325 4A a BUDDIV. ee LOT SILVERADO LOT #6 BLK #17 PRGJECTIP 04128.002-06171 MODEU 3EFB "2447—ROBIE" GARAGE BWMG: RIGHT PAGE: ROOFPLFARNMING ELEVATION 'G' 50 MPH EXP. 11 DltmT ATE: 10/09 "A 8CALE:1/4" = 1'-0" B*MCW s6 WHEN INSTALLING (1) USP (1 OR 2) USP RT16A RT1SA ON THE INSIDE SS ANCHOR WITH TRUSS FASTEN EACH STUD TO DBL. VA' HDG NAILS TO NAILS TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE TRUSS AND HOG NAIL PER MANUR SPECS. "ROOFNVALLIFLOOR NAILS TO SHEATHING TOP PLATE. FIRST ONE FASTENER SCHEDULE" APPLIED TO INSIDE FACE OF WALL, IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES ® 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD A ALLOWABLE UPLIFT =1160 LBS (1 STRAP) SEAMS 8 ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTOR(S) 1 a lb SCALE: 3/4"=T-0" SECURE 2x PLATE TO WALL W/ 3/8"x8" THRU4SOLTS 0 37' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DEL TOP PLATE W/ USP HGAl0KT 0 24" O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) (1 OR 2) USP LUGT2 TRUSS ANCHOR WITH 1 Ddx1 i/Y' GALV. COMMON NAILS, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4)16d TOE -NAILS, 2 EACH SIDE OF TRUSS — 2. WOOD FASCIA SEE ARCHITECTURAL 218 SECURED W/ (2)16d PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES ® 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17' O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT =2260 LBS (1 STRAP) B ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) TYPICAL GIRDER/TRUSS CONNECTOR(S) w1 GO GU SCALE: 3/4"=T-9' PRE-ENG'D WOOD TRUSS (TYP) Q 24" O.0 MAX FOR STRAPPING VERIFY W/TRUSSPLAN 2x STUDS CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 01101-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x STUDS GABLE TRUSS @ FRAME WALL PLIFT OT SHOWN SEE SHOP STUD TO E W/ USP R MANUR TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3/4"=T-0" 4 NOT USED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774-W78 FAX 407-7744078 www.abdosigngroup.com AA #: 0003328 F4 a C ammm ae Lo SILVERADO LOT #6 BLK #17 PROJECT* 04128.002-06171 MODEu 3EFB "2447- ROBIE" GARAGE BWMG: RIGHT PAGE: DETAILS 50 MPH EXP. D TE 10/09/19 a8CAL :1/4" = 1'-o" aHEET S6.1A ,F-=�iHP ROOF ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE7-io ZONE 1 •23.79 PSF (33.79) ZONE 2 •39.48 PSF (49.48) ZONE 3 = 67.16 PSF (77.16) "A"• 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND SO RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. I -A ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Sd RING SHANK, 2 1/7' 0.120E 170,DOO RI SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 2 1/2' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT 4' 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS-� ROOF SHEATHING --. EXTERIOR SHEATHING USE 1/7' CDX OR 7/16" O.S.B. PLY WITH SO RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES iN a . Z9. 0 W C7 ILL Z z SQ C1 . QZ 5z7b ¢ Z Z D, S V) • Z 3 a W ' S 05 Z i 00 5 3 D7 BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR SABLE EIa) FRAMING 8d RING SHANK GUN NAILS 06" O.C. IN FIELD` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.S. TO BE STRUCTURAL GRADE Bd RING SHANK GUN NAILS 0 17' O.C. IN FIELD m Sd x 2 1(2" SCREW SHANK PNEUMATIC SCREW -NAILS ® 17 0.B.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM To ABTMC33 MAXIMUM AGGREGATESIZE SHALL BE 34'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT pRpy1DE 8%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 31C. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, B81 EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE BAWL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -OW ROUND 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 61NCHES AND SEALED NTH ADHESIVE TAPE. ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS 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 BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -NARK CONTAINS MORE TRAN W 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 FBOR 2017, 61H 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 WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp#2. 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 WIRE 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, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGTHE NFTRUSS DEBITED SHALL SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED RED IN FLORIDA.O 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 0.036E AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED SARIS, REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 801N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPINVTCA SCSI ROOF: UVE LOAD FLOOR: LIVE LOAD 40 pW AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED FOR N 20 pef TOP CHORD-nonoonw nt REVIEW TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pef BTM CHORD-nancon-ent #5 BAR - 30" #7 BAR - 47 DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 pof TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I Opsf BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 psf PROVIDE 36'. 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982. AL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WHO: DEAD LOAD SPEED =150 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10paf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20p•f, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40Psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 5Dpsf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION /Opsf MASONRY: PLAN SHOWINO COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE, CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM G90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLASSING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAW NGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTSNAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: " FOOTINGS VVERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE'M" OR S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE E SHALL 8E THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. E CELLS TO BBE FILLED. 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-OWGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUW SHALL NOT EXCEED F 4. PRIOR TO THE ADDITION OF PLASTICIZER. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER 13 ADDED TO THE MX UNTIL IT IS DEPOSITED BI ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBUTY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOMRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A $„FOR CONCRETE CAST AGNNSTAND PERMANENTLY EXPOSED TO EARTH [FOUNDATIONS) B FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1.1/2„ FOR #5 AND SMALLER T FOR G AND URGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1-i/T FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (46 BAR DIAMETERS)., U.N.O. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BV THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SWILL BE ASTM A36, Fy = 36 Kai FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 48 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 W. 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 A32SN BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE VNNDOW AND DOOR BUCK FASTENERS FASTENER APRIGTIWI eIZE TYPE ePAPNO REMARXB APPLIWTON 611E TYPE SPAPNO REMARXS I#P RPoNG TO MABCNRYIOONC. GABS IURDENED WIL NMLt 1-6" OMAGE DOOR SUP( TO MASGNRY,CONC. tld'GA NO WASHER TAPOGN MASONRY FASTENER 4C& 11l?EMBED., d"END PST.. 1III EP3E PSl. 80p, PL. EXT. DOORS CASE HARDENEOCPL F°PC WI NDpVA00R/FASTENED GARAGE DOOR BUCX ,(t'PAME EXPAN610N BOLT 10"CIC d'EMIED.,4•ENO td PT, SEE NDTEB NAILi MYLONG. BTAOOERED INfO MABPiRlICONC. TO MASONRYh NC. WASHER 3"EDOE PST. vANPow eudc cAeE HAROENmcaL rac vnNoowmooa FASTENED METAL 6TRAPTo CONTACT THIS ENGINEER FOR SPACING I.PT.- NNL „/Y LONG. BTAOOERED HMO MASONRYM1:ONC. MA9C11RYl LUNG REQUIREMENTS EXT b1wN0 DOOR BUd(h PT, SEE NOTES m311B91A NO WASHER TAPOUIf FASTNER iB•OC „lY EIII-END d8T..11m ED0E d8f. NOKBEAPo 4-1 WALL TO Cd1C. STAB 1/Y EXPANMON d•EMBFD. PENT W/NMSHER BOLT 1d•QU PST., $'EWE PST. h Pi w1NWWBDPt 0.138'PAFr11B' B'O,C FEND. p8T.,11? Pl TO STEEL O']L., SEE w„ BTAGOPED EDGE PST. NOTES 1.SSTAAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 1 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA \/I 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NQA OR THE SPACING DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. III, MEMBERS ARE NAILj. AND 2x MEMBERS ARE SECURED W# TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com AA #,. 0003326 _ qq O S J p BUBDIV. & LOT SILVERADO LOT #6 BLK #17 PROJECT 04128.001-06171 MOD23U 3EFB "2447-ROBIEII GARAGE BWMG: RIGHT PAGE: DETAILS 50 MPH EXP. Dj PRINT DATE: 10/09/19 BCA=:1/41 = 1'-0* BFIES N 1