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HomeMy WebLinkAbout7145 Boxer Round Pl99 2447 0 3EFB. ROBIE99 lsNL�slfv.1�4✓�V\G'jl—��- G®� 1�p��R1� ys'iHOMES -t� y-Np '^ o 0 tAX 0 12602 TELECOM MRIVE, TAMPA, FL 33637 Te1: (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: (613) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ./joM BUQ,p1NG cm, RgmDomA4 MR EDL'= (�') •ALL KCAL AND STATE CODES -OCCUPANCY -RESIDENTIAL GROUP R3 •CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - CLASS H -BASIC ■DID SPEED - Vult=150 MPH Vsad=116 MPH 'EXPOSURE _ B •I -STORY RESIDENCE •2-STORY RESIDENCE - MAR. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIRCONDITIONING LUM. ADJ. ADJUSTABLE MFR. AMP. AMPERAGE MIN. ED. BOARD M.T. cL CENTERLINE MTD. CAB. CABINET MTL. CLG. CEILING N.T.S. CLR. CLEAR D.C. CONC. CONCRETE PL CPT CARPET P.H. c.T. CERAMIC TILE PH. D. DRYER PLY. DBL. DOUBLE PLYWD. D.G. DUAL GLAZED PR DI& DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL RAD. OF. DEEP RA.G. DR DOOR REF. D.S. DOWNSPOUT RM. DTL. DETAIL A.O. D.W. DISHWASHER S.C. EA. EACH S.D. ELEV. ELEVATION S.H. EQ. EQUAL SHT. EXH. EXHAUST SHWR. EXT. EXTERIOR sHWR. F.GJFX. FIXED GLASS SIM. F.G. FUEL GAS SL. PIN. FINISH SL.GL. FL R FLOOR STD. FLUOR FLUORESCENT SWS FR. DR FRENCH DOOR FTG. FOOTING TEMP. GA. GAUGERBA T.O. GAR. DISP. GARBAGE DISPOSAL T.O.C. G.F.I. GROUND -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S.TOP GL. GLASS TYP. H.B. HD HGYPSUM IBBDARD U.N.O. roil HEERCOTE VP INSUORHT HEIGHT wu. INT. INTERIOR WDw. w.i LAVATORY LUMINOUS ECABINET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN FRIGERAIR TORRL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING sllowER SIMILAR SLIDING SLmINGGLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE OFSTAB TYPICAL UNLESS OTHERWISE VAPOR WAASHERER�F WITH WINDOW WROUGH BON DATE DESCRIPTION OG/�In 2-STORY CLOCK CONVERSION ARCHITECTURAL SHEET DESCRIPTION ��� DID BET ISSUED PG CS -COVER PAGE PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AIA-DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATION "H" PG A4H-LEFT &RIGHT ELEVATION "H" PG EI-FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG Di -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL PG WAi-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 OM/LS 20n FDO UPDATE 02/12/0 STONE ELEVATIONS ADDED O2/B'AB DID GET RE -ISSUED ��,� FOOTINGS REVISION PER M. DOWES OW" INCORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. ESOUIES O1A2A6 CONSTRUCTION DOCUMENTS RE-18GUED CAWAS DOLLARD DETAIL REVISED OVMAS DETAIL- 'ADDING DAR TO BOND BEAM' 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 O211DA% TIFUBG ID'5 ADDED TO FRAMNG SHEET I SQ.FT. CALL. S m/26A9 PLAN MAINTENANCE 0410UIB REVISED LINTEL SIZE • ENTRY IGT FLR LIVING 1048 8Q. FT. 7ND FLR LWNG 13SI GQ. FT. TOTAL LIVSJG 2,44'i SO. FT. GARAGE 403 GOLFT. ENTRY 32 Ga FT. TOTAL 2,GO2 GQ FT Gm0 PATIO w Sa FT. &46AS UPDATED LEDGER BOLT SIZE 4 WAr-MG O6QUIS ADDED LED LK�HTG • KITCHEN t DATHROOMG PER MARK BOU.ES OW/g REVINDI-JOISTLAYOUT 0°YG/5 LEDGER BOLT SPACN's REVISED STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG PG S1.1A-DETAILS PG PG S1.iB-DETAILS PG S1.2-FIRST FLOOR DOWEL PLAN PG S2-DETAILS DETAILS PG S2-FIRST FLOOR LIFT REAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S3.1A-DETAILS PG S3.113-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.1A-DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6-ROOF FRAMING PLAN PG S6.lA-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TrMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSUMM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774.4078 www.abdoslgngroup.com AA #: 0003325 s 0lit a lull I 1 $11 aVHDDTv. ae LOT. SILVERADO LOT #8 BLK #18 PROJWT# 04128.002-08181 MODEL& 3EFB "2447- ROBIE" GARAGE AWING: LEFT PAGE: COVER SHEET 50 MPH EXP. I ARGFrTE-=, \ STATE OF RAMA CT i I, I ROLMID A ABOUCK4M � AR NO W723 , F-PRDITDA E- 10/09/19 SCALE: 1/4' = 1'-0" aHEET cs GENERAL NOTES SH WORK 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 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. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, 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 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 THAN'A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2 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 ONMETALLIC 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 %%NCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12, TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-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 ROOFNJALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUYBNIO 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH'%' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERNIUS 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 FNUSHEB 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 - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. FNtE RESSTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/7 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 3 of I.P X SDIIV. as LOTSILVERADO LOT #8 BLK #18 1�JECTp 04128.002-08181 MODEU 3EFB "2447- ROBIE" GARAGE 8WWO: LEFT PAGE: GENERAL NOTES 50 MPH EXP. DATE: 10/09/19 SCALE: 1/4' = 1'-0' >sHE CT GN 1'-4, COND 29'.A' 10'-0' '-2 PATIO 3�2 d'a8 Sao. fi II'-8' Y-4' ROOM BEDROOM N2 I CLLIVING a'•a' G B-8' CLG. I ;p V' POST—_`\ 2' 1 4'-O' S'-0' '-4 13'-2' 0 BATH I 0 X� it I(tj j 0 •,II �� O �LUM F� I DIN I I I A I I al-V ' cta cLG. I I STAIR DATA 16 RISERS • 1.54' a0 5 TREADS • 10' I OHM PAN 4 4' NOSING POST �+ I COATS � - --- PANTRY B r — b'_4_0. Zvi 42' H BOLLARD AS REa HAL PER BLDG. COPE WALL W/ CA GARAGE a s V-8' C1.G. fi N FOYER a UP &-a, CLCL 19'-4' /T. 3'-4' W-4' EN1RY TRANS. 16'-0'XT'-0.OJaD. a-V� ----- 16'-0' 2'•0' '-4 11-0. '-4' 20'-0' 29'•S' MASONRY/FRAME WALL LEGEND 8' BLOCK WALL UND ON PLANS 8'-8' ERG. 8' BLOCK WALL UNA ON PLANS 18'-8 3/4' BRG. LOAD BRG. WALL UND. ON PLANS 4' INTEROR NON LOAD BI®G. WALL UNA. ON PLANE F MTERIOR DOORS DE 6'-8' HT °ia9eMDc01oaL0�DBlel9 eAeW11111ET EFd OP8NO8 Illam DONE 1 w"WD" M3 MKB NDTVE FOOMM MIN. WINDOW 1V 5 28/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-2S CRITERIA 16010 0.1-0. 112 5 20J/-22.1 BASIC WIND SPEED MPH — 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 5TH ED1110N (2017) TO MWr TESTED ALIAWAB[E OR NOMINAL WIND LOAD VAIIIFS FROM THE PRODUCT MANUFACRO OO LM D1 E SQ.FT. CALC.S IST RA LN$d 1,04E SQ. FT. 2ND FLR LIVNG LASS SR FT. TOTAL LIVLNG 2,441 SQ. FT. GARAGE 403 SQ. FT. Elm 32 $Q FT. TOTAL 2AW SQ. FT. SM PATIO S0 SQ. FT. FIRST FLOOR PLAN SCALE. 1/4 • 1'-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 -CORE STEEL DOORS NOT LESS THAN 1 3/8' (3S MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN U2'(12.Tmm) 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 2011 l(PTH ED.) 302.1 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.807E FAX: 407-7744078 wwwsbde•IgngrouP• L AA M: 0003325 q a 5 q LL. LL •J K �e 8LT78DIV. & LAT: SILVERADO LOT #8 BLK #18 PROJECT► 04128.002-08181 MODELc 3EFB "2447-ROBIE" GARAGE SNING: LEFT PAGE: FIRST FLOOR PLAN 50 MPH EXP. BP �u RINT DA E:: 10/09/19 SCALE: 1/4" = 1'-0" SKEET Al STAIR DATA: I&R • 154' 15 TREADS a 10'. 1' NOSNG / Q / W E w rod J � c V-4'* TOP PLATE 9 �n .BAR DETAIL SGALE:Ia'•I'-0' (2) LAYERS OF 3/4' PLYWOC OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING i / /DRAFT STOPPING / Z-(3) 2x@ S.YP. / STRINGERS / • BA 22 X 12 STRNGER SERURE IWGd 6'-0' O.C. 6ECLM 2x4 PT PLATE TO GLAD W/ V4' X 3 V4' TAPCONS WATHN 6' OF EACH END AND 24' OG MAX IN TWE FIELD NOTE, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS ON THE ENCLOSED SIDE WITH 1/2, GYPSUM BOARDS. FBCR R3W.1 3/4' TOO MID FLOOR GLUED 4 SCREWED PER FASTENER 6C4EDULE DETAIL (�-,-)LAIRRCH E.1/4'•1'-0' IV-0 3/4. 2140 FIN. FLR. FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) FIREeTOPfMNO SMALL BE INSTALLED N CONCEALED SPACES BETWEEN STAIR 6TRNOERe AT LEAST ONCE IN THE MIDDLE OP EACH INN AT THE TOP AND BOTTOM AND BETWEEN 6TID6 ALO40 AND N LSE WITH ADJACENT KIM OF STAIRS OF THE RW PER PBCR 201T, 6TH EDITION R302JL MATERIAL FOR FWEBLOCKINO SHALL 000OR'1 TO POOR 20M. 6T14 EDITION R302)u STTAAIR eS RISERS TO CQPOW TO FEICR 6TH EDITION (201V Mel TREAD•10' MAX. RISER•1 3/4. 3/16' MAX VARIATION N RIGER&rMAD6 ADJACENT TO EACH OTHER SW MAX VARIATION N ANY RISER TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 1/4- •-1/4. OR PROVIDE OCUIVALENT GRA6PA81LITY WANDERS- MN. 6' WIDE • NARROW END MN. II' UDT14 • R' FROM NARROW 00 34• MIN HANDRAIL NOT. STAIR SECTION HANDRAIL a 36' W/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.02 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF li't 2' OR A NONCIRCULAR GROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF DO 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 1601.8.1 / F.B.C. 2011 Al NDRAIL SECTION DLE, 3/4'•I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-174AO78 www.abdeslgngroup.00m AA M. 0003325 � Ili, 0 ti • � _ 5 J 0 aX713DM k LOT SILVERADO LOT #8 BLK #18 PROJECTp 04128.002-08181 MODEL: 3EFB "2447- ROBIE" GARAGE BWJMNG: LEFT PAGE: FLOOR PLAN DETAILS %50 MPH EXP. BJ SPATE OF A1011011-IrrECTs A l� %CIA NO 93M D TV 10/09/19 SCALE: 1/4' = P-0" a*== Al 2W-Al _ s� o A WAI v AIR HANMDLER ON METAL OTAND W/ PAN ]BELOW owms A4 V-V CLC& Iff, I re.4 mo mmm, a I rxwemmg 1 a a: 'in SECOND FLOOR PLAN SCALE, 1/4 . V-V 1441 N. RONALD REAGAN St LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdeslgngroup L AA #: 0003325 Is Is #A 0 9 r9tMDlV. & "LOT4 SILVERADO LOT #8 BLK #18 PROJ.. 04128.001-08181 MODULA 3EFB "2447-ROBIE" UARADE OWING: LEFT PAGE: SECOND FLOOR PLAN %L50 MPH EXP. V F—Pmmrr mm"N DATM- 10/09/19 ISICALLM: 1/4* = 1'-0* INIKEET A2 +/-25'-3' BL-------------- 12 BHRoor- ;:�j' , - ; t�!� �S 8'-8' 2ND FLR _ AIV-8' 2ND FLR BRG. NGT. B� RG. HGT. 4' RAISED BAND (TYPJ F,-O4 BKTID(Il OR '? 8* RAISED—\EQUVALENT 8' RAISED BAND 12 10'-0 3/4' 2ND , �b Im'-0 3/4' 2ND Foy 71- ------------- - FINFIN. FLR 8'-8' 187 FLR,IST FLR BRG. HCsT.q—-�BI6a. HGT. COACH L 1014T 4' RAISED 6' RAISED _ a BAND (TYPJ BAND (TYPJ 4' RAISED as9 BAND (TYP.) _ 0'-0' FIN. FLR -- _-- -- -- _ _ _ m0 FIN. FLR LMB TO BE SCORED FRONT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH • 18'-8' 2ND FLR, BRG. HGT. p-m• 10'-0 3/4' 2ND, FIB - 8'-8' 15T FLR BFW.. NGT. 0'-C' FIN. FLR.s, v REAR ELEVATION TEXTURED FINISH ,LIB'-8' 2ND FLR BRGT. _ ,O10'-0 3/4' 2ND ' FINFIN. FLR _ 8'-8' 15T FLR BRG. HGT. 0'-O' FIN. FLR AREA OF ATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1451/300 = 4.84 VENTILATION AREA X SQ. INCHES PER FL(144) = 696A8 SQ. IN. MIN. REQUIRED VENTILATION = .SX 696.48 IN UPPER PORTION OF ATTIC = 348.24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 34&24 /138 TOTALHOF VENTS REQUIRED = 3,02817 TOTALAOF VENTS PROVIDED = 4 'AREA OF ATTIC ISTHE PERIMTEROFTHE HOUSE, LESSTHE OVERHANG (IMERIOR OF WALLTO E)(TERIOROF WALL, NOOVERHANGS INCLUDED) VI' THICK 2 COAT CEMENT ELA&TER APPLIED E)"WMY TO MA kDNIY 4'x4' GALV. 1'-TYPE PLA014M WT N ROOFPG CB'E4T RDERGLASS 611NGLl OVER 90 "L4�0 X6 SYP PT LEDGER IIY PAPER CN 1/16. OAA, aNEATNNG OR2'xi' THREADED ROD 92' iR' CDX PLYBDOD aecuRED PERG. 4 WTHN &' OF EACH "LNG 604EDILE END MAX aET N 6aAa0N TOP OF DOND DM 2ND FN. RR [PN! ELEVJ ,' kW STRENGTH ExPDXY MN B'DED. I Lau-26 ERS OR 2.6 GYL-(4;-- PRE-LIINua6 (PER E ROOF SE --� ELEVAT MK 1/169/EATHNG—�� G lew aEC11RED TO Gilew CHAMEL PO2X6 MLIW Sd NAILS 3' OL. R'ETERTO LEDND (2) IOdd'. TO 2xb 2x6arEDGER W/14'xs' TED ROD 32' Or— 4 UTHN 6' OP RACK. END MAX, aET N GNI-80M HIGH 6TRGIGTH EXPORT W MN EMDED. OVERHANG DETAIL A SCALE, 1/2 • V-0' 1441 N. RONALD REAGAN SLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdeWgngroup.com AAf:0003325 0 Q �g aUHDIV. as jLjollSILVERALOT #8BLK #1 PROJIBCT/ 04128.002-08181 MODRIA 3EFB "2447- ROBIE" OA UAOIC SWING: LEFT PAOffi: FRONT & REAR ELEVATION „H„ 50 MPH EXP. 19 DAM 10/09/19 aCAIX: 1/4* = 1'-0* B*MMT A3 H 18'-8' 2ND FLR BRG NGT� 10'-0 3/4' 2ND FIN. FLR." 8'-8' 1ST FLR BAG 0'-0' FIN. PLR, Y M' 2ND FLR HG7. 3/4' 2ND PFIN FLR 8'-ems BRG. HGT. o0'-0' FIN. FLR P LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED KNISH OFF RIDGE �$ VENT 2ND FLR --------- BRG. HGT. - - - - - - - - - - - - - - - - - - - - - - 77 12 5� v 2ND - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — -,�8'-8' 1ST FLR -v "a 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdoeigngroup.com AA #: 0003325 ��•gif J C IS a s� r N W 0 mon BUBDzv do LOT SILVERADO LOT #8 BLK #18 PIROJECT# 04128.002-08181 MODErt 3EFB "2447—ROBIE" GARAGE BWICNG: LEFT PAGE: RIGHT & LEFT ELEVATION :: H:: 50 MPH EXP. Bj DA to/o719 BCA*"' 1/4' = 1'-O' B*zF.= A4H ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e DSV OUTLET 20 AIP OMLE POLE IIOV CUTLET IIOV OUTLET YJ OF OUTLET umO To SUATM rE•I IIOV oUT w mourm W/~ Pam' NTERPIER (TAPPER oomwl NT TT'FU 220V OUTLET (4)u COW4§= N IIMIAF• ow UNTMWR GROUND FAULT 1'iPl OMIT NTBRRPIER SWITCH 111111111 3-I1111 011sm $4 BWTC14 4.144Y OPER Fo 81141.E T'IOUITED L14W CEILNG LIGHT © LED CLG LOIHT O VP VAPOR PROM LOW OR mum CAN �- WALL ecotlDE PRE-U MP eVBIT. PAN I CM PER S6 R. SoLlow W AYLIESR ION PlR SO. R. V FI FDt11A1! rePEUL ER PY ® T 2-PILP saw .41ROIN4 [ / A4RpNO [MJIlACB MNTJ 2' PL11,IR�CBR 4' RAWPOWSW p W--err+ C 4' TRACK LIONT O PANEL db rcTER OS.D. e+o1a DETECTOR v" r-1 L� WALL POINTED Via=DETECTOR o1TF. lurX.11r viianom 8/Co P70ta Deromom cow `NT OP NOT LOS TIM 4' FROM WALL MICANT LONE — I.> eI! NATURALoinitT ► TMJW%CM JACK W4 WA"" NEATER TO WON E m DISCONCCT AIR CONDITIONING DNOQA4LCT TL_'J TE1.EVNIOr1 JACK RNB TO n MAFF D N Of O J-BO ACCORDANCE BO MARKEDAS NIG1T FOR vmft OEM aLNi FANL0IR OGR YNMOf P ONX MANNEDM NUOI FOUR Anna 24' MM OCB4f LONT STRIP m6 ""mm"'w LIONT NRP nn[2 w N6AN0lALB4T LISNi etRP FLOOD LBM OPT. at[cMRTr IQTPAD • PAL PYMhEYROa FORD ES Usa PORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PANE TO M VFJPRED • HOMBON4ER PRE -CONSTRUCTION MEETING • ALL P 4 20 AMP BRANCH CIRCUITS TO GR ARC PAUULT NROTECIED FBR ELtC11Ut.41 FROvBIOFM OF mm STY [DITIO4 [2Anl 4 ILO TUFT 7PLL EDR1014 • 20 AMA• OM;11"TED LAUNDRY CIICUIT. • OR • ISLAND (NOT ON KRCNw1 C 0=T) • DIN WASHER DUCONNINCT TO BE LOOKOUT N PANEL • BATMROO'7 E36WMT PAN TO WIVE MN CAPACITY OF N ON KMfNMITMW PER ELECTRICAL PROVISIONS OF SECTION moms L • LAUNDRY ROQ11lCEPTAa2 N41L BE ORCHID FAULT CTRCUR-WEPOKN"M PROTECTION FOR FIReo144EL ON RPDBM • WRING METHOD MALL M NON METALLIC CABLE MR PJECTRCAL PROVISIGM OF FBOR ATM ITD e2Pn2 • ALL WOW TO COMPLY UITTH ELECTRICAL PRCMNOW OP T1R P1ACR 6TN !D r2AR1 • AEI. LMUab N4ALL BE SEL®cTeD BY ewL[xR AND M OP LtlA1TN16 MIST BE •AlRiY EPPICl91T TTFE PQ BA#2 IB i i I ' 1 [1 I L _ SWITCH I CABINET IQrm I'IE. IRRIGATION GFI OUTLET • GARAGE � ' APP. PREWIRE LIGHT PATIO C'.d PRE -WIRED . CLG FAN umo ROOM 7i DOG ROOM WP Panel MAIN -A PANEL: 8116wperL bmaka VOLTAGE: 120124OV-lPh MAIN: 150 Amp M.C.B FEEDER 3-0 CuTHWN & 1-#6 Cu(G) in 1 12' C. OR 3-#M AL THWN & 1-#6 Cu (G) In 1 Vr C. win FaN w IM-1 m w— I Oraatl 41a41 iv b Nkr Fae Nin M2 1 m E#wb Rw mGFIb NG 1m0 1 2 1 1 8 M2 2 m 6rw. P-P 1000 3 4 6 8 a 8210 A/CC.U:I m 2 -0 6 4 PANEL - A PANEL: 42 vt b—ker VOLTAGE: 1211240V-1Ph MAN: 150Amp M.L.O. FEEDER: 3-#1 CDTHWN & 1-#6 Cu (G) In 1 12' C. OR 3-#W AL THWN & 1-#6 Cu (G) In 1 12' C. was Pala w O."ptimn wdd Omwl Oran I wous GawnFNar' Pv Ftl4 win .I2 ' m S Imo 1 2 &000 - it M N 2 a012 1 m Mkn—/H•WGFI 1&00 9 4 M2 1 m .—.Pp.—. I= 5 a 4600 Wdw Hades m 2 MO #12 1 m I= 7 a M1 m okF dw AF0I 1401) B 10 MO 04 —I m 1 M2 M2 1 m 9aN GF11 daa I= 11 12 16s—WGFI 0 oia m 1 012 M2 1 m F JIm AFCI INN I= is N 6000 DIM GM 1a 2 n0 M4 1 16 MhM Wry lta Pwby LWy MCI m16 16 17 I& I6m W-GFI m 1 M3 M4 1 16 SO&MMCI W is m taaD DOa wGFI m 1 M2 012 1 m Bad 1R&BdhR AFGI Imo 21 n Imo Id1Wa 0a&Ma rMCI m 1 M2 M2 1 m BW46&BaN#34A14d1&Lawn AFO troll A x 9E! Sub AFCI 16 1 04 S a 26 26 aN Own/• Balhoan AFCI 16 1 M4 sp- 27 2B 1000 dbn Nr#vlsM m 1 M2 A 30 8 31 32 s a x s x x a s as r x s N 2 36IA/CAN I atlw 8 KVA d 86% Use 90 40 8 41 42 S LOWW admdalnaud YmredaadimallNa Isom mm LOWa mmn—I lash nlaadra/Nw ABBREVIATIONS: AFC: ARCFAULT CIFWMNTER Xit NC: NOFFCONCDENTLO 13 CFI: GItWNDMLTWERRUPTER Tad 1-4-manna Naar 433m Fkd f0000 wWad10D% Moo Rwnd wdla d40K 1. Tad A/C IOW I'm LOAD CALCULATION 18 SME0 ON A/C NOWCOINODENT LOAD Tml Caawaa 1— W Wes xae5 TbbaAMP&nftlM14IL2 Gen.RI Lighting A R—oft.N Loatl TNd AlC an Fad 2447 Gawal Lm&RM3W/8 R. 7341 Now 1 Bt65WA.i htat100% 65 Tad G—i & RM 6•/Wa) I 7406 CkW w&6hkt TOtaIWMO Gnanl Lm & R. Pond A 1 81 smi 7406 O DID Fl. 1 II' ------ LED LIGHTING 1a ® SINGLE LAV. BATH FOYER Q & 1 -_-_ 150 AMP ELECTRICAL RISER C441 I NOT TO SCALE. i ENTRY GENERAL NOTES: _ _ _ _ _ A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6LH1 EDITION f201 I). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THUN UNLESS NOTED OTHERWISE. FIRST FLOOR ELECTRICAL PLAN 8CALE: 1/4 a 1'-0' ALL 5111 CN CIRCUITS REOU RED N NEC 21852 ARE TO BE PROTECTED BY AN A141111I NIERRUPTER LISTED TO PROVIDE PROTECTION OF ENTIRE BRANCH OMIT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN I-V/" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 42/0 ALUMINJI l (AL) IN 2" DIA SCHEDULE ✓E0 PVC CONDUIT UNLESS SERVICE 18 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3R/0 CU, THWN 4 IMP CU IN 2' CONDUIT OR 3 04/0 AL, THWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT P OVERHANG.1 COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE iSOA/2P mr-15 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP D/240 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GRCIldD CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6LH EDITION (201-1). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 is g 9s BUDDIV. & r.Or SILVERADO LOT #8 BLK #18 PROJECT 04128.002-08181 MODEIA 3EFB "2447- ROBIE'7 GARAGE BTIING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. DA�it'E.- 10/09/19 BCA Z: 1/4" = 1'-0" B*fr.= E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES DeV OUTLET 20 AMP GMA POi nov a mw Iwv OUTLET "o>' ounAT mm ro aw rew 4OR IIOVOUTLET sDaPm �FAAL ! Nn.RTANT R2aNTANT T7PU YPS) 2210V OUTLET ,-ARE OONECTICN -CY- aP4 EM. MATERPROOP oun.0 GOMM PAULT NRRTIIPM HUTCH OwTCH $-MY OPER $4 &A"CH 4-MY OPER. LWIT CELN6 LIGNT Q LED CA LOW O yP VAFM rwov LOW Op mmew cm WALL $CONCE rm-m � eNEW. PAT( I aM PnR Oa PT. V W. PAN "mw I OTT PIIR ma PT. V PDn1aY faPECTI TED RY OLIJMW 2•E0.5 alaAP ® 7•ElL6 YR•IP L 7'RJIOIH@GWT 4' PLIIOR{aCR1T Q�� COG N TRAOC LWIT PANEL own METER • BD. RTOIaT DETITCTOa llAU RAe[.Ir . - 1 �•� U4LL MCINTED aM" DERTci N aun_ m•o• .e W-9682M E/CO �� MOLL M A DRTMIOE OP NOT LMS NON 4' Pam UdLL POOMR LIMB HATUML QM ► T'Ri4101R JACK EH UMTMa NEATMR IQJNLM• YAM DMCCNMCT nI a cao rr omcowmT I� MJVIMON JAC. coLm JO J4WX TO x auPPDRmD N ACC XWI H NO UM MAZE® AS auCN NOR ToEE CEL•tl PAWLpNT roof aI,*Cff llto N Z ACOOICA YV EON & S nAwK® As aua(TOIe ppoQ u NUToeacae Low aTTEP ncoona Nv NCMoobcaa Lmff ~ nnn W NC4NP88COW LOW MW PLO= LOW OI•T. alxuwm IQTTAD • PAL M04- UTTCN PM 041M we PORT • LOCATION Or TV JAMS . PNONE OUTLETS K PANS TO BE VEPUPW • HOM IGUNUM PRE-CONSTMXTION "NNTH& • ALL IS K 20 AMP ERANCN COW" TO 0E AIC PAU.T PROTECTED PW ELECiRCAL PRONSIOW O• MM riN mTTlaa (2aru . NEa Nen 2RI4 EDUiIo-T. • 20 AMP CWWAT® LAIMDRY CIRCUIT. • an • RLAM (NOT ON IOTCNZU ORWT) • DISwAGNM DIOCOMCOT TO EE LOOKOUT N PANEL • DATWIDOM E 04"T PAN TO NAVE MPL CAPACITY OF 90 CRT NTRWITTENT PM ELCCTINCAL FWV411" OF OEGTICN MBM3 PRO[ rTY EDITISI lNTMJ. ' LALWORY ROOT RECEPTA0.! ewu DE RACIPo FAULT CMUM-NTEEErme MOTECTTCN POR PERaQ►!L ON PEEOlIM • LI M16 PINTIM SHALL ME NON MET^.Lr- CAM PER ELECTRICAL PIeov"w" OP EocKAmLzQc2dm • ALL WOW TO CCM•I.Y wTN LLECTFOCAL PPWVM40W Q TN! PRO! rTN TtD lOMil • ALL IAMM aNN1 EE aRLEeTED RY Rutl.DER AND 7511 d LIN(7TNa I'YlST RE 0 y 9RCIENT TYPO PER SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4 • I'-®' ------------\ II �) i m i L 0 m L \ - LED LIGHTING C� DBL. LAV. OBNER'S BATH LED LIGHTING Cam? DBL. LAV. BA7 4 3 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdealgngroup.com L AA #: 0003328 as $ g IV a UBDIV. Ae LOT: SILVERADO LOT #8 BLK #18 PROJECT 04128.00 —08181 MODELI 3EFB "2447- ROBIE" GARAGE 81rMG: LEFT PACE: SECOND FLOOR ELECTRICAL PLAN 50 MPH EXP. DA 10/09/19 DCALE: 1/41 = 1'-0* atIEET E2 SECOND FLOOR PLUMBING PLAN SCALE: 114 . I'-V FIRST FLOOR PLUMBING PLAN SCALE: V4 . 1'-W vTFt VTR PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FA%: 407-7744078 wwwAbdesigngroup.com L AA 8: 0003325 J � Q �ZQ�! �f$Q►jN1 p§py y auHa:v. ee LOT: SILVERADO LOT ,#8 BLK #18 P1�OJECT� 04128.002-08181 MODZU 3EFB "2447- ROBIE" GARAGE 8WING: LEFT PAGE: PLUMBING PLANS 50 MPH EXP. ROLAw A. ABOUCHACRA L AR NO 93M i D 10/09/19 8CAra: 1/4" = f-o' NHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL ISE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS SHALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB / MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NPPA WA 2-3J 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 MC 6TH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH F15C 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SP70KE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MIFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER PAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. NOTE ALL HVAC TO HAVE PAPER PANS W/ DRAINS ATTIC LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THR.1 AIR GRILL "c'61"' O O EXTERIOR WALL PLENUM ? y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y RIGERANT LINES REFVE'Tl y AIR HANDLER EXTERIOR WALL THRJU WALL y TO OONC. 2)--3/16�X2' CONDENSER 3/4' PVC CONDENSATE ORAN LINE W/SECURE TAP"_ UNIT SIMP'SON WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLA15 SECURE STRAP TO WIT W/ l2) �SXI I/4' BHt. MTL. SCREWS IN AN APROVED ORAN, AS PER MCR6TCALBOG.C4O) MECHANICAL BLDG. CODE CONDENSER UNIT HVAC SECTION 3V12A DRAINS CONNECTION TO PAD NOTE, MAIN DRAIN 3/4' * 12' OVER HEAD 12FROM STRUCTURE . ■ SC0RIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. PL. OR WALL C.O. PLUG BRASS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 00 WADE 8240-K JOSAM 860 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPT[/SPEC FLOOR SLAB CLEAN —OUT (TYPN) FIN. GRADE OR PAVING SEE SPED. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN —OUT (TY FIRST FLOOR MECHANICAL PLAN SCALE, 114 . I'-C' 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL327W PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroup.com L AA #: 0003325 J g IN atrBDiv ae ItAT: SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODEia 3EFB "2447— ROBIE" GARAGE aw:NO: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. -=ilk• � JI i•L i'L D TE 10/09/19 SCALE: 1/41 = r—o' a M1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT WALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. RECUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB / MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. PRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, ALL 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 I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 6TH EDITION (20(1) 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. 9, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/BMCKE 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 60T. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH POP BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURRN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE. RETURN TRLINIC 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . P-O' FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER 1441 N. RONALD REAGAN BLVD LONGWOOD, F. 32780 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA A: 0003325 p� i r • �sy i3 F ifC 0 b avaaly. ae LOT: SILVERADO LOT #8 BLK #18 PROJECT 04128.001-08181 MOaEIe 3EFB "2447- ROBIE" GARAGE 8WINa: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 50 MPH EXP. t�Lv ROLA1� A AR NC 90723 ,PRINT A 10/09/19 9CAI.E: 1/4• = 1'-0* 1 Im a 2X4 TOP PLATE - „ PRE-FAB TRU88 1/2' CLG. BOARD W, DRYWALL 2X4 WOOD STUDS 024' oc. r-C 2,IC. BLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. FLR T 4 ' S TYP. INT. WALL(NON—BRG )INT. WALL (NON—BRG. ) D 1 SCALE: 3/4'.I'-D' FIBERGLASS SHINGLES OVER F30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R%MJ.1 ON J' O.S.B. SHEATHING OR 8' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU88 70�01H.' MTL. DRIP EDGE2x FASCIA PERELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND-J-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8' GYPSUM BC OR 1/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS /z PIPE THROUGH BOND BEAM \112V SCALE: 3/4'•1'-0' 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' Or- S' CMU 1/2, GYP. WL. BD. - WOOD BASE — a n . �W/ WINDOW OPENINGWINDOW OPENING n FIBERGLASS SHINGLES OVER a90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION ROM.1.1 ON J' OEB. SHEATHING OR k 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 k 0'-O' FIN. FLR e: a. B TYP. WALL SECTION IE NO OPENING WTE: PER SECTION W5.1.1 - FOR ROOF (I)I—STORY HIP BLOCK WALL (-2)OLA- ERIUN ERLAYMENT SYs EM D1 SCALE' 3/4'.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 48611 TYPE IV, OR ASTM D 6'151 ��•MILN ► FYC aLaeva FOn ada LN ay yr on•. W aD. aaoD our I yesa enao� lei •cw �.o. ea. as ano w ouarr 2B GAS LINE THRU BLACK aeaLu N••1'�' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION R805J.1 ON a' 09$. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE I.-0. TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-EWA GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT—v PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-V' FIN. FLR a' CMU It,/ UA' THICK 2 COAT - F'ORTL.4D cxgw PLA14M APPLIED OIINC%Y w KOSONIar FM pm PA670M TO TRAM eMACKUS 1w PRODUCT r cm aw aTRCTUVAL FM 2.6 Pr. UD ArrAGWOD TO F" ClLI. Aa FR PRODUCT PFFIWVK RiTi UALANT e ROD OAD9R a GARAGE DOOR JAMBS D1 SCALE: 11/2'a1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FIBERGLASS SHINGLES OVER a30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905J.1 ON I}• O.S.M. STIFFBACK AT ALL UPRIGHTS SHEATHING OR J' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER _m. FASTENER SCHEDULE PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER IF PER ELEVATION ELEVATIONS COW. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENEF43Y CODE FORMS FOR PRE_ENG. GABLE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED 5/S' GYPSUM BOARD OR 1/22x 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 RENCE STRUCTURAL N2 P.T. FURRING STRIPS a 24' D.C. 1/2' GYP. WL. BID. ' CMU WOOD BASE 0'-0' FIN. FLR e �W/ WINDOW OPENING OPENING TYP. WALL SECTION SECTION 7 NO OPENING 5 1—STORY GABLE BLOCK WALL D 1 SCALE: 3/4' •P-& 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA 8: 0003325 �J eUDDIV. & I.OT SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MCDZIt 3EFB "2447—ROBIE" GARAGE DWING: LEFT PAGIC: DETAIL 50 MPH EXP. Bj DA'm: 10/09/19 SCAIX: 1/4' = 1'-0' B*Ec T D1 kk in FIBERGLASS SHNGLEB FIBERGLASS 8WNG-E6 OVER "30 FELT PAPER OVER •30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, INSTALLED PRODUCT, INSTALLED PER SECTION R905JJ PER SECTION RWb.IJ ON &' OAS. SHEATHING ON I}' O.S.B. SHEATHING OR }' CDX PLYWOOD OR 1' CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG 110. PER PRE-ENG IUD. TRU86-- 24' O.C. MAX. L£� VATION 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGES R-30 INSULATION PER ENERGY CODE FORM. 2. FASCIA PER—/ 2x FASCIA PER _0' ELEVATIONS O.H 5/8' GYPSUM BOARD ELEVATIONS TYP. OR 1/2' HIGH STRENGTH CLG.BOARD VENTED—/ VENTED I I Ix2 FIRE -STOP SOFFIT 80FFIT -4.1 INSUL. REFERENCE J REFERENCE ( I STRUCTURAL STRUCTURAL w J WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FERENCE STRUCTURAL }g� 3/4' T 4 G BUBFLOOR 1/2' THICK, 2 COAT £ F GLUED 4 SECURED AB PER NAILING 1/2' THICK, 2 COATS PORTLAND CEMENT Q w SCHEDULE ON SHEET D P CEMENT PLASTER APPLIED PLASTEASTE R APPLIED DIRECTLY TO w1' DIRECTLY TO MASONRY m R MASONRY IX2 FIRE -STOP LEVATION IX2 FIRE -STOP — SEE STRUCTURAL SEE STRUCTURAL— R LEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD F� -- -7 L V TION IX2 FIRE -STOP IX2 ripe -STOP--"' R-4.1 NSUL. 3 W W WINDOW ATTACHMENT AS PER - MANUFACTURES SPECIFICATIONS RENGE STRUCTURAL 1/2' THICK, 2 COAT IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT DIRECTLY TO PLATTER APPLIED STRIPS • 24' O.C. DIRECTLY TO MASONRY a,cmu MASONRY 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP D. FIRE-STOP—� E e ;1 W/ WINDOW OPENING. r21SECONDYFLOOR FLOOR D2 SCALE, 3/4'•1'-C' 9 R-30 INSULATION PER ENERGY CODE FORM. 5/8' GYPSUM BOARD OR 1/2' HIGF# STRENGTH CLG.50ARD Ix2 FIRE -STOP iR-4J NSUL. 3/4' T 4 G SUBFLOOR GLUED 4 SECURED AS PER NAILING SCHEDULE ON SHEET SNI. R t�PVLEVATION R LEVATION 5/8' GYPSUM BOARD OR 1/2' NIGH STRENGTH CLG.BOARD R-4.1 NSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD EASE !. a .. L a. .L WITHOUT WINDOW OPENING BLOCK i44i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX 407-774.4078 www,abdesigngroup.com AA S: 0003325 Li3 $ $ J 5 aUDDiae LOT v SILVERADO LOT #8 BLK #18 PltoJECT# 04128.002-08181 MODELa 3EFB "2447—ROBIE" GARAGE OWWO: LEFT PAGE: DETAILS 50 MPH EXP. BJ IT MIN. TO Ell ��■:9'�— LI17�- 0;�— I© IE 1 V -- - -- - V 110 UV CUT NAILS. SIDES. 2XS GARAGE DOOR MUCK UV M p )i')W A -MOLTS 4' EMBEDMENT MIN. lW Yx -A WA WER AND NUT SPACED EvlN-Y FROM FLOOR TO GARAGE DOOR HOR N JOINTS PRIOR TO FILLN& 1-2X6 PT BLOCK • CENTER OF ® DOOR HEADER UKW )i'NJ)' J-MOLTS W NPElIDMBIT Wr 2'xJ'xlj' UL4SHER AND NUT. M �NOTBS. I ®1 ALL SWILL O< IN ACCOImAHCE TO MANUFACTURER'S NSTALLATION NSTIIJCTIONS WHIM GARAGE DOOR BUCK ATTACHMENT w•.r r 8' CM21 V DRYWALL I'X4' OR PX2' P.T. NAILER ❑ Ix4 P.T. OR Y4X4' MIN. SECURE THOU FRAME 1 EXTEND I Yi INTO BLOCK ❑ V Ills' TAPCONS (MIN. SHANK SIZE." MIN. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN 8' OF EACH END 1 IS, O.C. MAX 6PACING \' DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 4 OR +5/4 %LWBiDO1P TO BLACK +3/ OR +5/4 A SCALE: N.T.S. 2X4, m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .145 MIN, HEAD SIZE 300 MIN. EM5EDMENT 1 Y4) WITHIN W OF EACH END 4 IS' O.C. MAX SPACING. 2Xb,m SECURE TO BLOCK W/(2) %- TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 'OF EACH END 41 IV 6' CMU O:C. MAX SPACNG. Yi' DRYWALL 2X&, ❑ I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK V(2) CASING %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MN. 7DTTOARCH JAMB OR WINDOW EM5EDMENT 149 WITHIN TO 2X PER W OF EACH END 4 V MANUFACTURES DETAILS. O.C. MAX SPACNG. NOTE, SHIM AS NEEDED TO PLUMP JAMS (00 NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1 2" O�By�/ 11INDOlf TO BLACK +1-1 " SCALE, NT.8. 2X4m SECURE TO BLOCK W/ )(s' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN W OF EACH END 4 IW O,C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2Xbm THROUGH SECURE TO BLOCK V(2)SECURED NON-STRUCTURAL Ills' i(s' TAPCONB (NIIN SHANK TAPCON MIN I Yi SIZE J45 MIN. HEAD SIZE EMBEDMENT INTO BLOCK 300 MIN. EM5EDMENT 1 Y4) CNAJ WITHIN V OF EACH END J DRYWALL IS. O.C. MAX SPACING. 4.X4' OR VX2' P.T. NAILER 2X6mo SECURE TO BLOCK W/(2)• O.SJS.X 4' MIN. TAPCONB (MIN. SHANKOOR .145 MIN. HEAD SIZE CASINGSIZE WAITTAC44 300 MIN. EMBEDMENT Ii4)OOR JAMB OR WINDOW WITHIN 8' OF EACH END TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-154/1 ir1 I/LNDOA TO BLACK +1- 5/18 " SCALE. 2X4:m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END 4 IVOr- MAX SPACNG. NOTE, STRUCTURAL 2X MUST BE ON OUTRIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL V Ills' TAPCONS (MIN. TAPCON MIN. I-Y4 SHANK 61ZE J45 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 300 MN. EMBEDMENT I Y49 WITHIN 8• CMU 6' OF EACH END 4 18' K' DRYWALL MAX SPACING. ❑ I'X4' OR PX2' P.T. NAILER 2X 2X8� SECURE TO BLOCK W/(2) GASUIG �)(s' TAPCONS (MIN., SIZE .KS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER It' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLU IS JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +2 4" in1 MDiDOIf TO BLOCK +2 1 4" 1J SCALE: NETS. 2X4s SECURE TO BLOCK V TAPCONB (MIN. 64AW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 6' OF EACH END 4 18' OG. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE J 2)(6m SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL Ills' TAPC4148 (MIN. 84IANK TAPCON MIN. I-Y4 SIZE J45 MIN. HEAD SIZE EMBEDMENT INTO BLOCK 3" GNU MIN. EMBEDMENT I Y4) DRYWALL WITHIN V OF EACH END 4 I'X2' P.T. NAILER 18' OIC. MAX SPACING. 2X6mo �.X4'011lt SECURE TO BLOCK W/(2) Ills' TAPCONS (MIN. SHANK DOOR CASING SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 04 ) WITHIN V OF EACH END DOOR JAMB OR WINDOW 18' O.C. MAX SPACNG ATTACH TO 2X PER MANUFACTURES DETAILS. N01�MM Y lip 11D FNr� JK�l00.101 pIC�Xr/ DOOR JAMB TO BLACK +3" WLNDOIf M BLACK +3" �SCALE, N.T . 2X4m SECURE TO BLOCK W/ W6' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK NON-STRUCTURAL � WK2) 4. TAPCONS(MN. TAPCON MIN. I-& SWANK SIZE J45 MIN. EMBEDMENT INTO BLOCK HEAD SIZE 3" MIN. EM5EDMENT I Y4) WITHIN W OF EACH END 4 16' 6, CMU OZ. MAX SPACING. YJ' DRYWALL 2X8:m VX4' OR I'X2' P.T. NAILER ❑ SECURE TO BLOCK SECUREW/(2) Ilis' TAPCONSI I 721. UCTURAL MERSHANK SIZE.145 MIN. A2WITHIN 6' OF EACH HEAD SIZE 300 MIN. END 4 V TO 8. O.C. MAX EMBEDMENT I Y4) WITHIN CASING W OF EACH END 4 18' DOOR JAMB OR WINDOW O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAM5 (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3" F MIDDY TO BLOCK +;r SCALE, N T . 2X4m SECURE TO BLOCK W/Y4 TAPCONS(MK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHN 8' OF EACH END 4 NOTE: STRUCTURAL 2X V O.C. MAX SPACING. MUST BE ON OUTSIDE 1 SECURED THROLLGH 2X6m NON-STRUCTURAL Vo' SECURE TO BLOCK W/(2) TAPCON MIN. I-Ys' 1/4' TAPCONB(MN. SHANK EMBEDMENT INTO BLOCK SIZE." MN. HEAD SIZE 300 MN. EM5EDMENT I , GMU )4") WITHIN 8' OF EACH DRYWALL END 4 IV O.C. MAxSPACING. r/4X4'OR PX2' P.T. NAILER 2X&a ❑ SECURE TO BLOCK W/(2) }(s' OSJ5. X 4' MIN. 1/4' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE DOOR CASING 300 MN. EMBEDMENT I Y4 J WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NFI6 Yfl Y I®C M IL1'�.W� (CO NOI CC�.t') DOOR JAMB TO BLOCK +3-7/18" n IRND07P TO BLACK +3-7/I8" " SCALE: NETS. 2X4,m SECURE TO BLOCK IVA' TAPC0NO (MIN. SHANK SIZE .145 MIN. HEAD SIZE JIM MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 2Xbm NON-STRUCTURAL Ills' SECURE TO BLOCK W/(2) TAPCON MIN. 114' TAPCONB (MIN. EMBEDMENT INTO BLOCK SIZE .145 MI 8HMIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' CMU 8' OF EACH END 4 18' Y/' DRYWALL OIC. MAX SPACING. VX4' OR VX2' P.T. NAILER 2Xbm, SECURE TO BLOCK W/(2) ' P.T. X 4' MN. 1/4' TAPCONS (MN. SHANK OOR CASING SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 18' O.C. MAX 6PACNG. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4" HWINDOW. TO BLOCK +3 3 4" ALE, N.T.S. 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 5 J S �o U L uNDIV. k LOT: SILVERADO LOT #8 BLK #18 PROJECTLp 04128.002-08181 MODEL' 3EFB "2447- ROBIE" GARAGE NWINO: LEFT PAGE: DETAILS 50 MPH EXP. DRDFT w 10/09. SCALE: 1/4" = P-0" SI•IEET 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 FL15332 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 5694.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 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 158.1 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 BL LONGWOOD, FL32780 PH:407-7748078 FAX: 407-7744078 www.abdeaigngroup.00m L AA #: 0003325 1 O J 3 0 6 acr»a1v. se L.oT: SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODELa 3EFB "2447—ROBIE" G/►RAGE HWMG: LEFT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. aFIC* rrECT: STATE C - Fi OF>JDA UAPNWf093M723 DATIM 10/09/19 DCAXX- 1/4' = 1'-0' eI;EET D4 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFOR'CD C0NTPWL JOn FLANGE OF CONTROL JOINTS Td ISE WRED TIED TO LATH • S' O.G. MAX (VEIETJ. NOTE, DO NOT FASTEN CONTROL JOINT TO W4LL EVEN R 671D EXISTS BEYOND lXCEPT STAPLES W) 6E IM CACOMISOL1JOM TB'P. OIiQNG INSTALLATION ------- FASTENERS TO BE 61PACED • T O.C. MAX VERTICA' , r "PHI JI COAT CEMENT \/ WED LAYER 4, FORTIFIGER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.)Or- MAX AT SIFPORM WO LAYER 9, STUCCO 9AIAP WOOD "ATHING A LATH SHALL D! CONTMJOUS JOINTS I B JOINTBUT BE STOPPED TIED AT EACH SIDE. PROVIDE :X4 ISLOCKNG PER ASTM CN663 PLACED RAT MAIL 6' TO V 1JBJA FROM CONTROL. JOINT USgFI \ i\ CONTROL JOINT FALLS ON IASTENERS, POR LATH TO BE NAILS OR i eTRICTWIN. eTUD STAPLES N COMPLIANCE 9V ASTM CI063 2. WIRE TIES TO M (W. M) 00416' WRE / — D. BLOCKING SWOM MAY DE N ADDIT \ TO WALL STUDS REWRED PER PLAN / OL FOLD SEl•IO • R. A ®FOLD OLP0.D1HUMO n.♦ T. CIMAN • PT. ■ CIRAN • Pr. C • TT• OL FOLD IiHIO • PT. A L CIMMAN • PL s FOLD 4Y ® IFOLD WHIC •FT.A I CPUAM • PIT. s a qALtl6 • Pr. a a FOLD M.O D`!R PT. 0 TILL Pr. C Tow" 6OTTOMI PLAHN M le rBOTTOM �'` 0 R'wO°KAHN wTRe TiRR SEAL FOLD, OR UQ an b9m APPROVED BUILDING WRAP SHALL M LOPPED A MNIMLM OP 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO DE TAPED WITH FORtIMR 6HEATI4M TAPE n.TAL taTH \ \ �C X X X� l LATH VERTICAL LAP TO M P �— METAL LATH WPM LAYER -1, STUCCO WeAP r• mMH rAFew LAr a war / I URD LAYER Q, POWPIBER BUILDING PAPER I R LAP 2 6CALE,mI U7'•1'-0' r nH un LAY, 4• oN ALL LM NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VERTICAL & PAPER LATH DETAIL — WOOD STUD! NamL SMATHNG - SITK LAM OF METAL oR 1/6' ZIP SHEATHING, SYSTEM PLASTER DAMS 6HALL (INSTALLED PER MANIA SPECS.) BE GROW ED TO BUILDNG— PRMMIN01 ME'IDER6. PARR THEY SHALL BE TIED MTW[13N &APORTS WTH OA II IL (IKI-M') SAIC00 — WIRE AT INTERVALS NOT MORE THAN W (YJS-MM). AS PER ASTM CW6S 1A1. QKI C KO U T roOR REPAIR OF TEARS DETAIL MAY Dm PATCHED MAY M 00 A'TR,11110 6 9I/HOU6E SAR)11• TAPE PER MANIJJ:. SPEC. OR PEEL 4 STICK WRB LWL0ATER UM FO'T U "WOo. APER N.Y) PAPER aM LAYER', OAK= ~MR" 04LY) LAP LAYM OF OIRDW .RAP ON6Tt PALM MOM IPoP 6`"°w NLY; A. onCM 1NXTlROR \ \� ROOF Pmr wu rLA61w I KICK.= FLAMI(00 W \ DWAtu ��. .t1 "MR TWIT MAL fMD OR noLoeL DO HOr ORl N LISTAu xlDMour AT ODTTO/'I ar ROOT ( INIRtlIGIIONN r THICK 3 COAT CEMENT PLASTER METAL LATH WCE LAYER 4. FORTFIMR BUILDING PAPER WRB LAYER ti STUCCO 9IRAJ• • LATH • rARR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER — MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR6 LAYER h, STUCCO WRAP (FRAME ONLY) THICK 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFIWALL SCREED 5'X5' '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 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES O"L" FLASHING N.T.S. 4'rt4' 4• 1. OR LESS FIRE PENETRATION ETRATION CUT AND OVIRLAP ONE 610E OF / SELF -ADHERING MEMBRANE PLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS. STAPLES) AS — PWAURED TO GECUR PIPE/ WILE TO PRAMNG NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PIPE PENETRATI N.T.S. 6. WSAP MATERALJ OVER 4'x4' SELF-ADHERNG MEMEIRANX PLASHINS OVER APPROVED HOUSE WtAIR PLA6HON6 Td EXrmw CNM PwE ` OVERLAP CUT AND ONE SIDE OF STEP 02 LAS14W. G nm e111ANE WC1D LAYER t STUDW NMI• WRD LAYER V. FORTIMMR DWLDNG PAPER METAL LATH 6'AW SELF -ADHERING n®'BRA E RAGING OVER 4`:t4' SELF-ADFERING MEMBRANE PLAGWING OVER APPROVED HOu6E ~. R-AIRING TO EXTEPID OIRO FIFE W CONT. BEAD OF SEALANT INSTALL APPROVED H01,16991RAP AIR NPILTRATION DARRIER OVER SHEARING ELASTOMERIC COATING OVER STUCCO) GV. FINISFI (SEE TYP WALL SECTION) PER SECTION RAT, EARbr YNm and DI1rYlY10 E#edmx use or poland cement plaster shell comply Mth dw apOlicaso mqulwnwnts o1 ASTM C 926-12A Instellatbn M azledw Iethitg and irarnkg .hell with ASTM C 1003312A. ii LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO x—x—x—x WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-013, MIN. 2.S L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) L441 N. RONALD RFAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 wwwabdesigngroup.com AA M: 0003325 1 a • q Q E�J1 av1aS &Lop SILVERADO LOT #8 BLK #18 PROJECT* 04128.002-08181 MODEIr 3EFB "2447—ROBIE" GARAGE 9VIIWG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. DA=: 10/09/19 BC-%X- : 1/4' = 1'-0* .BEET WA1 01 NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER ROD WRB LAYER -1, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGE& OF NON -MOVABLE FRAME OF THE EXHAUST. SEOIFNCE OF FLASHING TO BE, I. BOTTOM. 2. SIDES, 3. TOP - VENT CAP IS TO DE SET IN BED OF SEALANT AT TOP AND BIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JONTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,Y1 CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exbdw Iaf na and dasbrina Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH UFO LAYER'4, FORTIFIBER BUILDING PAPER WOOD SHEATHING (B DRYER VENT (FRAME) WRB LAYER 01, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER WOOD — 0"TUCTION —METAL LATH a' CM J VINYL CA6ING BEAD 6' RAISED BAWD J[,' TO li' MID -WALL IIFaP wr-.�Lsm 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z PLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUP. SPECS.) SELF-ADHESIVE FLASHING — — — — — NOTE, METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, 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 PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER - OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADI-ESIVE- FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE: N.T.S. ELEC. METEI VERIFY LC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK— ROLL PRIOR TO ELEC. METER INSTALLATION WOOD CONSTRUCTION 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MA". SPECSJ OR WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 3 COAT CEMENT Y6' TO Ys' MID -WALL IIPPP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED RAME TO FRAME NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER'M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW ELEC. METER FIELD VERIFY LOCATION CUT SUCH T14AANI NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY To FA EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM "I ­— 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 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP *3 STEP 02 WRB LAYER 'I, STUCCO WRAP APPLY 60 MN ® MEMBRANE FLASHING - GRADE GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRD LAYER 112, FORTIFIBER BUILDING PAPER 5TE P #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL tUALL SECTION) METAL LATH 5TEP 05 STEP #� OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 1 o It 9s BUBDM & LOT SILVERADO LOT #8 BLK #18 PROJECT/1 04128.002-08181 MODEIA 3EFB "2447—ROBIE" GAIt/IdE l�IlldG: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. Bj ARCHRE-arr STATE OF FLORA r AR No 93723 1 MINT DATE 10/09/19 sC,W U. 1/4" = 1'-o- SiIEET WA2 WOOD 8HEATHIN53 EXT. WOOD FRAMED Ut4LL WRB LAYER 9, STUCCO WRAP am -FLOOR DECKNG WOOD W7B LAYER R, FORTIFIBER ' CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS '1'i HAT C 4ANEL G 3 COAT CEMENT WEATHERBARRIER TYPE X. DRYWALL PLASTER E 6' SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND VEEP SCREED BARRIER -2 WOOD SHEATHING 4' POSITIVE ORAIN WEEP SCREED PLTHICK3 COAT CEMEN RIES LAYER , ' WRD 9, `�\` METAL LATH STUCCO 56I �� - WOOD 6HEATHING i' THICK, 3 COAT CEMENT ` PLASTER i _ �` 6' DHERERIG AM&& WF - EA12 i HNG FLASSHING WRAPPED TOP OF WEEP SCREED EXTERIOR GRADE TO SHEATHING BELOW DRY WALL •` i WRD LAYER 9, J' T14ICK 3 COAT CEMI ' ` STUCCO WRAP 4' POSITIVE DRAIN PLASTER "• .-��'` : iY '' —_ —__ VINYL CORYER BEAD WRD LAYER Q, FORTIFIDER NO GAP N FIELD VINYL CASING BEAD BUILDING PAPER N1 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 01 S �`... ELF-ADHERENG FLA8HNG WRAPPED KS BU Tu CO�WRAP •a • CORNER OF CANTILEVER �` �� 4' POSITIVE DRAIN �'lICO AM6i-IIAWC-1Sm 1 /2� � uIEEP SCREED CUSTOM CASING BEAD NO CLAP FNORCLARIFICATIONOF NOTE: 0 CANTILEVER DRIP SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS EDGE CASING BEAD INSTALLED, PLEASE SEE URERS DTL. P CANT. INSTALLATION P INSTALLATION PROCEDURES MANUFAC(�� LEGEND SCALE, i VJ'•1'-®• - NOTE: DRAINAGE PLANE (WR5 LAYER MI, STUCCO WRAP) METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-84l-0% MIN, 2.5 L55. WR5 LAYER #2 (FORTIF15ER ------ PER SQ. YARD (UTILITY OR NOMINAL 5UILDING PAPER) LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x-x-x-x STUCCO NOS' IF ZIP SHEAT RING SY IS WOOD CONSTRICTION INSTALLED, EASE MANUFAC NSTALLATI PROGE 8 WEATHER RESISTIVE BARRIER 9 SHEATHING SAYING ' 3/4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER 4 OR ,WOOD F STEM (INSTALLED PER MANUF. SPECS.) VINYL CABINfi BEAD SELF-ADHESIVE FLASHING — — — — — J' THICK 3 COAT CEMENT PLASTER S/8' TYPE 'X' DRYWALL METAL LATH IF 1W/T11 ED 4 PAINTED �1iyE�t3�i' A� PLASTERTHICK S COAT CEMENT 1 lZ7 YxiP HIEABEIE 4reeuC IL� VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION IF ZIP SHE INSTALLED, MANUFACTU INSTALLATIONREB HIND starEm IS PLE E RS WOOD CONBTRUCITON WEATHER RESISTIVE BARRIER 9 11 WEATHER RESISTIVE BARRIER ►2 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 5/8, TYPE 'X' DRYWALL METAL LATH RED 4 PAINTED FINISH MTR, J' THICK 3 COAT CEMENT PLASTER VINYL CASING BEAD -� L NO GAP N FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL 4 STICK • DRIP EDGE TO DECK WATER PROOFING IN 1 LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK • DRIP EDGE TO DECK Y: GAP FOR EIACKE—IS/ ROOD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTUREO 4 PAINTED FINISH J' THICK 3 COAT CEMENT PLASTER VINYL CORNER BEAD .I VINYL CABNG BEAD 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTjJ' MIN. SPACE FROM DRIP FACE TO TREX A' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE a r+w BARRIER 02 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3. 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)6' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH. WOOD SHEATHING WEATHER RESISTIVE BARRIER 9 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING l' O.C. MAX. 9' WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER -2, FORTIF15ER BUILDING PAPER 14A CORNER BEAD ® FRAME z---'k CORNER BEAD _......, — (FASTENER 4 SPACING a I' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD Ca? BLOCK COLUMN SHEATHING WEATHER RESISTIVE BARRIER 9 WEAKER RESISTIVE BARRIER 42 �(� ty PEEL 4 STING I ANW 'L' FLASHING FULLY EMBEDDED N ROOF CEMENT I )I' X 3' 26 GA GALV. METAL DRIP EDGE A' GAP FOR BACKER SET IN FULL BED OF ROD /SEALANT SEALANT, JS' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD BARRIER 9 RESISTIVE WATER PROOFING Mt "g BARRIER 42 LAYER (2 LAYER PEEL -'O EXTERIOR COLUMN 1 STICK) n w"'a'.w^i`v� COLUMN SHEATHING PEEL 4 1 W BAF. I )U'x3' 'L' FLASHING FLOOR FULLY EMBEDDED IN ® ROOF CEMENT I V X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WOOD SHEATHING WRB LAYER 9, — STUCCO WRAP WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED W 3/4 RESILIENT HAT CHANNEL WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER JTHICK 3 COAT CEMENTASTER S16' TYPE!X*l DRYWALL -\ `-METAL LATH W/TEXTUREPAINTED WOOD SHEATHING FINISH i' THICK 3OAT CEMENT 4' POSITIVE BRAN PLASTER nweP aC�een O GdP N FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION 9)COLUMN (W /"T " PT ACT-TTATC_\ WRB LAYER 82, FORTIFIBER BUILDING PAPER------,, METAL LATH _____\ ( i' THICK, 3 COAT CEMENT PLASTER 1 FLASHING WINDOW FLANGE WRB LAYER V, FORTI BUILDING PAPER-" METAL LATH \I �' THICK, 3 COAT CEP PLASTER �l h'SELF-ADHERING\ FLASHING DRIP CAP WINDOW FLANGE - i 5B CASING BEAD ® WINDOW FRAME, NO BAND) NOTE: IF ZIP SHEATHING SYSTEM 18 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WR5 LAYER 'I, STUCCO WRAP I i WRB LAYER 02, FORTIF15ER BUILDING PAPER r- *-t— METAL LATH (EXPLOD i' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003326 q _ D AM 1J q pp Q jSy LL �gj �J Mill 4 r W f 0 x EitmDxv. & r oT SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 1[ODELa 3EFB 2447- ROBIE" GARAGE Ei1►INO: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. a 10/09: 1/4' = 1'-0" A3 NOTE: "------------------------------------------------------------------------ -- - - -- - - --- - - IF ZIP SHEATHING SYSTEM IS THICK 3 COAT CEMENT : WOOD SHEATHING INSTALLED, PLEASE SEE CASING BEAD PLASTER P THICK, 3 COAT CEMENT MANUFACTURERS TO TRIM METAL LATH %� ' SEALANT PLASTER INSTALLATION PROCEDURES IX TRIM MEMBER /; METAL LATH WRB 01,LAYER , a STUCCO TO STUCCO WRAP SIDING TRANSITION WRD LAYER 42, FORTIFISER f ; WOOD SHEATHING BUILDING PAPER SIDING ' WRB LAYER 02, FORTIFIBER WOOD 4TM ' BUILDING PAPER WRB LAYER 01, STUCCO WRAP WINDOW FRAME METAL LATH WRB LAYER "2, FORTIFIBER THICK 3 COAT CEMENT WRB LAYER 02, FORTIF15ER STUCCO LA ERAP WRID LAYERSTUCCO M, j � BUILDING PAPER i PLASTER 4 i BUILDING PAPER ; E-Z BEAD VINYL CASING &'SELF -ADHERING METAL LATH CASING BEAD (Wl%' FLEXIBLE PVG BACKER ROD) i FLASHING 11 THICK, 3 COAT CEMENT &' SELF-ADHEREING I ; VINYL ANGLED EXPLODED S� FLASHING OR PEEL + STICK CASING BEAD VIEW FOR PLASTER i WRB LAYER 01, STUCCO WRAP, CLARITY) SIDING TO STUCCO WRAPPED AROUND FRAMING CASING BEAD I MEMBER / 7 GRIP GAP (CROSS SECTION) 6' SELF ADHESIVE FLASHING ; I WOOD SHEATHING I WINDOW FLANGE WRB LAYER h, ,; 1 STUCCO WRAP 2X FRAMING i VINYL ANGLED WWOOD� TIMCTION MEMBER DETAIL BELOW EXPLODED i CASING BEAD W�MEATNM FOR CLARITY WRB LAYER 02, FORTIFIBER r ueATNBR �8n� r mRRIeR" BUILDING PAPER `:.r:: WEA"RRESISTIVE s�-'----------------------------------------------- ----------------------------------------------- BARRIER -2 METAL LATH j�x1Y; LAP SIDING �� r SELP-ADFERMG \ �� IY1LA----------------------------------------------- -------------------------------------------------- rLASHM THICK 3 GOAT CEMENT rO' SEL i � �' THICK 3 COAT CEMENT PLASTER J� < �\ �ERRESISTIVE Y4' GAP TYP PLASTER CASING BEAD STARTER STRIP \ WEATHER RESI°nvE SEALANT TO WINDOW METAL LATH &'SELF -ADHERING eARRIeRa ; FLASHINGFLAMINGNew i i DRIP GAP , 1 GGAL�� \ W FF.ASNMG I GALVD METAL WRB LAYER r2, FORTIFIBER on BUILDING PAPER ; I x r• TIED ; WINDOW FRAME ; WINDOW FLANGE tleeR WOOD SHEATHING CASING BEAD C9 WINDOW �� TRIM MEMBER 15C (FRAME, W/BAND) `,� , OR,,GAP �,�,T SIDING TO STUCCO I WRB LAYER 01, NOTE: IF ZISHEATHING SYSTEM IS P ® BLOCK TO FRAME STUCCO WRAP WOOD SHEATHING 9 TRANSITION ; INSTALLED, PLEASE SEE 6' WIDE PEEL 4 STICK MANUFACTURERS ; OVER FLANGE INSTALLATION PROCEDURES I WINDOW FLANGE ; METAL LATH NOTE: ; E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) WRB LAYER °I, R103.1.1 / ASTM C-841-09, MIN. 2B LBS. MEMBER STUCCO WRAP WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL \ -APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE +BUILDING WRAP ` BUILDING WRB LAYER 02, FORTIFIBER WRAP BUILDINGPAPER WOWC40WTINCT04 -''--------- —------------------------ —------------------------------------- ----------------- --'`. I WRB LAYER *I, � TNT ;. THICK, 3 COAT CEMENT ('STUCCO WRAP WRATNERREMSTIVE PLASTER MARINER ��' \ B�AIIIISMRRTMIt gTOTLAP ER�°I°T01- � 16 A E Z BEAD WINDOW CASING WRB LAYER "2, FORTIFIBER 1M'sk"'O'� BUILDINGS PAPER r'SELF-ADHERMG I BBAARIERI"Q.SISTIVe VINYL ANGLED FLAMMG / \ \\\' /� 6� RESISTIVE CASING BEAD VINYL CASING BEAD , METAL LATH STARTER °T>eIP �\ �VVMETAL I r FLAMMd: an (EXPLODED THICK, 3 COAT CEMENT -' VIEW FOR PLASTER � ''� RMTOL;P LEGEND W SPLA D r• MnL ABOVE TOP CLARITY) aZFLASNMo uR30rnn°M� DRAINAGE PLANE (WRB (W%, FLEXIBLE ^° LAYER M, STUCCO WRAP) BACKER ROD) \ / • SELF-ADNERMG ti�NERING \ 1 ' I FLASNMG 7�Tµ WRB LAYER r2 (FORTIFIBER CpM01T �TEITR �\\ < :` : OR AP GAP ACSEALANT BUILDING PAPER) .;. WEATHER RESISTIVE LLEATNER RESISTIve DARRIOR" °AI°"ER" METAL LATH x-X-x-x CASING BEAD C) RAISED WEATW WEATFaR RESISnVE E-Z MAD VYV1'L GA6BJ0, BARRIER 4 DPvc AC M RROP) BSTUCCO 17 A BAND ( FRAME) SIDING TO STUCCO WEAniRwimeri e ® FRAME TO FRAME MARINER4 WOOD SHEATHING SCALE: 1 1/2' s 1' -0' ^ OR 1nr' ZIP MEATHING SYSTEM TRANSITION (INSTALLED PER MARF. SPECS.) iSELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 pp r !;IZE L ounDiv. ac LOT SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODZU 3EFB "2447-ROBIE" GARAGE sTI MCF: LEFT PAGE: WALL ASSEMBLY DETAILS 50 MPH EXP. I DRaWr AT : 10/09/19 SCALE: 1/4' = 1•-0' sI•IEET WA4 .--------------------- — ------------ ---------- \ - 2x& SUB-BANb W/I'x4' NOTCH is - ----------------- - END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ i I\ 1/8, i/S' TEXTURED I \ FINISH * WOOD I \\ 1 1/8 In' TEXTURED \ FINISH * CMU / \\ METAL FASCIA / \\ I a WRAP As' FROM \\ ! STUCCO, 1' FROM - -- - - a WOOD WALL \\ EXTERIOR WALL \ (FRAME OR CMU) \\ `\ NOTE : NOTCH FOR 2X(o \\ \ \ SUB BAND ONLY \ \ ®ELEV)4TlQN 1/8' TEXTURED - FINISH * WOOD, 1/7' TEXTURED FINISH * CM x METAL LATH x x x x x x x x METAL FASCIA WRAP - WOOD SHEATHNG x x x x x x A OR CMU x x x x x x WRB LAYER N, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x WRLAYER 4, FORTIFISER B x x x x x x x x x x x x CUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x I FRAME OR CMU 2X6 8U0 BAND �� 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 ©PL,4N B METAL KICK our x x x x x ONLY • FOR WALL OFF x - SET OF COMPONENTS) r—ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) ' `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) ® FLAN )4 �1/8' TEXTURED FINISH * / WOOD, 1/2' TEXTURED FINISH * CMU 2x(o SUB -BAND W/I'x4' NOTCH * END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF NOTE: WOOD WALL. SUB BAND 2' IF ZIP SHEATHING SYSTEM IS INSTALLED, OFF WOOD WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SUB BAND DETAIL 0 WALL METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH * END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT * ROOF EDGE OMITTED FOR CLARITY 3� 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 x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT * 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 2'x4'x4'-O' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS 6'-8' x x x x x ONLY FOR WALL OFF O.C. MAX. x SET OF COMPONENTS) 2x SUB -BAND W/Wx4' - NOTCH * END -' , METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/U/e'x4' NOTCH END, WRAPPED IN DRIP EDGE PEEL 4 STICK 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: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a _ $ g o Q l sysaiv. I IA a SILVERADO LOT #8 BLK #18 PROJECT* 04128.002-08181 MODELa 3EFB "2447—ROBIE" GARAGE 8WDfG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH EXP. DAM 10/09/1, GATE: DC-%X - 1/4' = f-0' 8*=zT WAV 29'-W 18'-6" TE•1 — — I m. � tz in wl qW a. 4" CONIC. IF oa 11 �I O w coa SLAB m 3 1 FM-18x18 , j— FM-16x18 EXTEND 1.1 1 1 1 SLAB 1 1/2" I 1 1.1 1 81-8" ,1'A" 9'4" Iv • ILL 9 3 L ^ CW-12x12 I R I _ — 11 19•_6^ F-24x24 ^ 15'-6" 1.1 ro I 0' cI W m TOP OF ELEC. CONDUIT SLAB LLI cd ci ---FOR KITCHEN ----_-- 1 00 ILL ISLAND J tq LL 4'-2" 2'4" 8'-5" 14'-9' 51.1 ® i UP TO 2ND FLOOR �+ (FIELD VERIFY i EXACT LOCATION) 8 I i f 1.1 I 1 t 1 X-6" 4'-2' EXTEND SLAB 1 1/2" F-24x24 �^ a F•24x24 1 4" PVC I CHASE i CWC-1202 r I I I N8 *-5112� I I I try o f 1.1 1 1 3. 5 I I m 1 I� ih I 1 N I o I I IL, mI 13'4" 6'-0" D'• " TOP OF I SLAB I I LLI N (m I^ 31/221 N I" �ZZ I 18 ILL o I pWp.. I a W O I 11 I I EXTEND 2 � I ern � FM-18x18 1 4 7 1/2 4 � 1.1 FM-16xl8 31" 2'-0" 16'-0" J2--0- 1,4• T-0" 1'4" 20'-0" 29'-8" FOUNDATION PLAN SCALE: 1/4 = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE, 4. REFERENCE ELEVATION +-M", 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 112" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EIINDICATED #5 BAR, B,INDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #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. 530-131ASCE 5-13, USING: Pm = 1,5D0 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS 6. W1.4xW1.4 OVER GENERAL 3 112" 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-12xl8 12" CONTINUOUS 18" 2 #Vs FM-16x18 16" CONTINUOUS 18" (2) #Vs _ + 0"-0" F07I2x16 16" CONTINUOUS 18" (2) #5's - VARIES FMC-16x16 16" CONTINUOUS 18" (2) #5's - VARIES CW-12x12 12" SEE PLAN 12" (2)#5's - +0"1" CWC-12x12 12" SEE PLAN 12" - (2) #5's - VARIES TE-2 12" SEE PLAN 8" (2) #5'6 + 0"-0" F-24x24 24" 24" 12" (2)#5'e (2)#5's - + 0"-0" TE-1 8" SEE PLAN 8" (2) #5's _ 0'4^ .t 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FM: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 H f g b g BUBDIV & IAT: SILVERADO LOT #8 BLK #18 PROJECTp 04128.002-08181 MODELa 3EFB "2447- ROBIE" GARAGE 9117NG: LEFT PAGE: FOUNDATION PLAN 50 MPH EXP. DJ DpjNT ATE: 10/09/19 8CAZE: 1/4' = f-0" s sl 30" MIN. EACH WAY MONOLITHIC FOOTING Za +y STEEL REINFORCING IN GROUTED d "� STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �--• - ° ° �j °: < o: CELL SEE PLAN FOR SIZE AND � � SPACING REQUIREMENTS I 6 - � � v Lu SPACING REQUIREMENTS m Lu W/W'k • GARAGE DOOR RECESS ddd11J as Iz FM-... I. °� g❑ 0_ Z to 8" CMU WALL O 8"CMU WALL+. 1 CORNER BARS, SAME SIZE AS BAR I N W 8+ w O to � Z +- 0'-0" . � IN FOUNDATION WITH 30" LEG EACH w U +- 0'-0" d. I.1' I WAY AT ALL CHANGES IN DIRECTIONS °� V) .. TOP OF SLAB � � .. ° .. _ • TOP OF SLAB r THAT THE STEEL REINF. IS CONTINUOUS I � .. � - � � � ° MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR •MASONRY I EXT. PORCH SLAB ^ :• SEE SLAB SCHEDULE BAR SIZE 46 BAR DIA.` 4" CHAMFER (I -STORY) EXT. PORCH BLAB - I S SEE SLAB SCHEDULE TOP OF GARAGE I CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET .- ). AT ELEV: '0+ W/ il2" ISOLATION JOINT(WHERE - • • 6" CHAMFER (2-STORY) #3 18'• #4 24".• W/ ffi" ISOLATION 4"CHAMFER (1STORY) 6"CHAMFER (2-STORY) - APPLICABLE) Z - SEE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z • i EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING E FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY #7 47' N AND BAR QUANTITY NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0" 2 scaLE:3/a'•=,'-o'• CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 SCALE: 314"=1'-0" SCALE: 3/4„=1'-0„ LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT LAP TO OCCUR OVERR STUD OF WALL W/ PLAN E LAP TO OCCUR OVEERR STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED Lu a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ SECURE PLANS FOR SPACING. SINGLE GALVANIZED PIPE > NEW REINF, BAR SPACING. SINGLE BTM. PLATE WEDGE ANCHOR Wl2" BTM. PLATE TO BE PT. W/FLANGE @ BASE K SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER BET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 'L I EPDXY. MIN. EMBED PLATE XY 6-1 �• EMBED. MIN. (� i6" OC SLAB W/10d MASONRY R d 8", UNO USP SPTH4 OR SPTH6 BTM MN( NAIL 18" OIC STAGGERED. ADDITIONAL METAL in Q O FOLLOW ALL MANF. = C SPECIFICATIONS FOR AND TOP PLATE ANCHORS WI CONNECTORS NOT SECURE FLANGE TO � � USE AND tOd x 1 1f2"COMMON NAILS REQUIRED WHEN NO SLAB WI(4)1/4" X 2 1/4" F=- PREPARATION OF FILL ,Od 3 L HOLES, DO NOT USE W W UPLIFT IS PRESENT. TAPCONS O a HOLE. xx awf W SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q TOP OF SLAB . TOP OF SLAB 4"CHAMFER (I -STORY) °•. °�`a. +•.�':-;°.. 6. CHAMFER (2-STORY) + e EQ. EQ. EE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD AND BAR QUANTITY AND BAR QUANTITY 5 6DALE: 3✓4"=,'-°" ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION 7 scALE:3la"=,'a' (W/UPLIFT) V SCALE:34"=1'-0 (NO UPLIFT) 6 SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" -�� AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE Q BTM. PLATE TO BE PT. SECURE BT. PLATE TO SLAB W/10d MASONRY NAIL o: ❑ PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ¢ ro U ADDITIONAL METAL CONNECTORS NOT FR REQUIRED WHEN NO a K o7 UPLIFT IS PRESENT. O 8" CMU WALL 0'-0" POURED LINTEL CONT. (TYR) 8" CMU FILLED CELL (TYP.) • TOP OF SLAB ' -2X SEE SLAB SCHEDULE 401. WALL FRAMING 0SEE SLAB SCHEDULE 1/2" DIA. USP 72WSO BOLTS 5" TOPOF SLAB Z MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND UNDER AND 16"O.C. VERTICALLY MAX A LLL POURER MONOLITHCENTERED VAND +FOUNDATION AND SLAB SEE SCHEDULE EDULE FOR WxD, BAR SIZE BAR SIZE AND BAR QUANTITY UANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO 9 SCALE:3/4"=1'-a' (NO UPLIFT) 10 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 34"=1'-0" 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdealgngroup.cam L AA lh 0003325 M ii8s S J d SILVERADO LOT #8 BLK #18 PROJECT 04128.002-08181 MODELa 3EFB "2447— ROBIE" GARAGE STIMO: LEFT PAGE: DETAILS 50 MPH EXP. DAATr.l 10/09/19 BCAL•E: 1/4' = 1'-0' eKE CT S1.1A STEEL REINFORCING IN GROUTED Z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" TREAD WI+1" NOSE d ^ z CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o j 8" CMU WALL PAVERS - 0'-0" #4 REBAR (fYP.) 0'-0" t w w g a 8" CMU WALL TOP OF SLABS -- .t• TOP OF SLAB N Q SEE SLAB SCHEDULE Z g 1l2" RADIUS OR 0 N SEE SLAB SCHEDULE r.- w0 . ° CHAMFER e _ TOP OF SLAB SEE SCHEDULE � ; too ..•.a M lA A — ° FOR WxD, BAR SIZE AND BAR QUANTITY w w < > z w• e • ° �. ° a j EE SCHEDULE °LA— 0 co O EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 1 , A 4 AT ALL PAVER AREAS SCALE: i/2"=T-0" SCALE: 314"=1'-0" LAP TOP PLATE A MIN. OF 48" - AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 2x4 OR 2x6 WOOD BEARING — WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE USP SPTH4 OR SPTH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dxY VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. Q 16" OC MAX. SLAB SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/a"=,•-0'• (W/ UPLIFT) Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Q mw 0W U Z 8" CMU WALL !/�--Y-�-TOP OF SLAB SEE SLAB SCHEDULE w BAR SIZE 148 BAR OIA. f > EXT. PORCH SLAB 4" CHAMFER (I -STORY) O W/ 12" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE - • #4 24" APPLICABLE) Z MATCH STEEL #5 37 REINFORCEMENT 6'• PVC CHASE PER SCHEDULE #8 THRU FOOTING #7 42 42" SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY PVC CHASE c THRU FOOTING V SCALE: 3/4"=1'-0" °. ° d /I Q° a° 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www,abd•slgngroup.com AA #: 0003325 1 9s 8 M J 5 4 LL �J BURDIN ae r oT: SILVERADO LOT #8 BLK #18 PROJECT* 04128.002-08181 UODEU 3EFB "2447-ROBIE" GARAGE 811ING: LEFT PAGE: DETAILS 50 MPH EXP. II rpRMT Dw10/09/19 BCA=: 1/4' = 1'-0* BiIEET S1.1B 26'-10" 20'-0" 14'-2" 12'-0" 8'4" 4'4" 60 i� M Y v N Q N pQ N 4 lh M Q {h 4 m 4 M Q V O d 9 ---,rr 4-n N Y 0 N 4 in L 18'4" ILI FIRST FLOOR DOWEL PLAN SCALE: 114 = l'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL327W PH: 407-774-6078 FAK 407-7744078 www.abdesigngmup.com AA 8: 0003326 8 � M 6 J g t a Q e I ito 411 C stmDm Z LioT SILVERADO LOT #8 BLK #18 1pmojzcT# 04128.002-08181 MODELc 3EFB "2447— ROBIE" GARAGE 8VfMG: LEFT PAGE: FIRST FLOOR DOWEL PLAN 50 MPH EXP. 50 R /09/19"= 1'-0"2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM ' VARIES CLEAN OUT REQUIRED FOR INSPECTION ' 0'-0" FIN. FLR. A TIE ERTICAL REBAR °a a TO HORIZONTAL c : REBAR W/ 10" HOOK BAR SIZEI 48 BAR DIA. 2 LLJ #3 18" � 8 #4 24" U #5 30" #8 36" #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3l4"=1'-0" OW 5 NEW REINF, BAR CN SECURED W/2-PART a. a I EPDXY. MIN. EMBED g 8", UNO = FOLLOW ALL MANF. U) o I SPECIFICATIONS FOR H USE AND PREPARATION OF Z m HOLE. a— a 4. -A — STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-9' A Z OFFSET METHOD CONTINUOUS SIZE 488ARDIA. METHOD #4 24" HORIZONTAUVERTICAL #5 30" REINFORCING #5 35" 2 #7 42" SCALE: 3/4"=1'-0" #5 BARS 0 of CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abd•signgroup.com AA#:0003326 1 • 3 4 BVHDIV. & LOT. SILVERADO LOT #8 BLK #18 PROJECT* 04128.002-08181 MODEL: 3EFB "2447—ROBIE" OARAOE AMINO: LEFT PAOE: DETAILS 50 MPH EXP. DAR 10/09/19 SCALE: 1/4' = f-0' SHEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAI6 WI (9) 10d x 1 1/2"HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 112" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od 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 (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 P8S36, .177"' x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION 8I2E 8i REMARK 1Q (2) 2X8 BEAM SCHEDULE CESM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH/ T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, OIC = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE -H' REINFORCEMENT STIRRUPS REMARKS BTM, TOP MID SIZE SPACING BB1 MASONRY 3000 Bx16 (1 #5 1 #5 NIA GROUTED SOLID 8B2 MASONRY 3000 Bx8 1)#5 NIA GROUTED SOLID C81 CONCRETE 3000 8x31 2 #5 2 #5 1 #3 8-O.C. GROUTED SOLID "CAST-CRETEN SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS N SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD w� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 81M 84a8 VIM V%ft W%ft WWAS 4P94B f7T.48 TYPE _ RryU TYPE a4.1r ORMT WIWIT WM4r W2E-7 ii$ ewatt LENGTH 3'4' (42') PRECAST =31 111041' (4n PRECAST 1888 4'4' (54') PRECAST I= s-P (64') PRECAST 1217 It-10' (70') PRECAST 1082 S4' (78M PRECAST 808 r4" Mn PRECAST 743 8'4' (112) PRECAST 554 194' (12" PRECAST 475 11'4" (136) PRECAST 382 124' (144') PRECAST 337 ITW (16n PRECAST 288 Iwo (ion PRECAST 279 14'4' (178') PRE81RESSED MR 184' (184') PREffnmssm NR 1r4' On PRESTRESSED NR 110'4' (?32') PREBTRESSED N.R. 214' Mn PRESTRESSED N.R. (2841 PRESTRESSED NA 2f4r C PRESTRESSED NR 0000�0� �OmOm 000voom 0m000�0 mom�rom m000moo t Di.�7 ��m000� IF17M 0momoom mm�0�00 m�000Q1AQ� O0m0��0 oom0000 Emu mmoow_=_ KOM oomm000 oommamo 0000moo oomm�oo ®omommv ©omomoo 00000mv 0�0�00© I KE m INEZ m ©000 ,m m 1 4w 1 am I m I tau I un (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM WFE LOAD TABLES' BY CASTCRETE MAY 2018 EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS LENGTH - --I LENGTH 74' (42') PRECAST 100 1024 1SIS T4' (421 PRECAST 4'-0' (48') PRECAST 788 7B3 1308 00 (4P) PRECAST P4' (61') PRECAST 692 SRI 1073 00 (15" PRECAST S4' (84') PRECAST 411 411 745 S4' (641 PRECAST F-10' (70') PRECAST 340 339 $ib V-IV (TO') PRECAST S8 [M PRECAST WT 721 490 " (19 PRECAST T4' On PE4ECAST 424 634 383 r4' Pn PRECAST 74' (117) PRECAST 326 512 230 94' (1121 PRECAST 1174' (128) PRECAST 284 401 180 1S4' (12n PRECAST iP4' (138') PRECAST 280 462 IN ll'4' (13n PRECAST 124r (144') PRECAST 244 402 137 1" (144') PRECAST I" (10D") PRECAST 217 324 110 13W (1W) PRECAST 14-0 (186') PRECAST 208 203 100 IN-V (188n PRECAST 14'd (178') PRESTRESIED N.R. 2m III U'4' (178) PRESTAEM 1B4' (18P) PRESTRESSED N.R. 250 83 IF-C (184') PRESiRE81 lr4' Wn PRISITRESIED N.R 194 64 1r4" Wn PR83TREM 1V-C RM PREi81RESSED N.R. 148 82 1S4' (23T) PRESTRE81 21'4' Mn PRESTREIRED N.R. ISO 42 21'4' Wn PRE87TEB' 2Y41' (211141 PRESTRESSED N.R. 116 40 2Y4' (aw') PREBTRE81 24'4' On P N.R. 81 33 24'-0' Mn PR68IR68 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VAWES STATED ABOVE - PROVIDE MINIMUM IMUM 4'OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F,E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA 0: 0003328 5 Q L sU13Div ee LOT SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODELc 3EFB "2447— ROBIE" GABAGE 8WING: LEFT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST—CRETE) 50 MPH EXP. D = 10/09/la SCALE: 1/4" = 1'-0" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \,\ PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. 1#5 STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8"xll. S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH O� COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1if5 / COURSE OF BOND BEAM REI FORCIOF TE GI FOE THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. VERTICAL REB*HOOK PQS� 8x16 08L. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF •\\i0 W/ (1) #5 BAR BOND BEAM 1• F F = FILLED W/ GROUT .�Y\O U=UNFILLED GROUT SOLID FROM TOP y1\Q NOMINAL LINTEL TO TOP OF BOND OF OPNG E.N.I. WIDTH # OF #5'S, IN 2ND BOND BEAM BEAM COURSE #5 B NOTE 5 A\� Q 16-1 T/ 1 B 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) P�5�FEP� NOMINAL LENGTH LENGTH OF BAR = WIDTH OF MASONRY 0PR HEIGHT #OF#VS,TOP OPENING-2" BEAM DESIGNATION CORNER BOND BEAM COURSE OR e� 2 REINFORCING OF BOND BEAM IT IS THIS ENGINEER'S INTENT #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0" 1 THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER SCALE: 3/4"=V-0" AND XFXX-1T/OW013 INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T p OF OPENING is PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)'I-3/16 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE 145 MIN WINDOW SIZE .300 MIN EMBEDMENT I SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18' O.C. MAX. MIN 1-1/4" _ EMBEDMENT #5 BAR BENT AS SHOWN.3 PRE -CAST 1!4" 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4') 8" SLOPE FROM EACH END AND 18" 1-I14" EMBEDMENT R 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELL SO SHANK SIZE.145 MIN HEAD EMBEDMENT 2X4 SOLID BLOCKING BAR TO BE PLACED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ /7/16" UPPER AND LOWER #5 MIN. REQUIRED IN 18"O.C. MAX. MIN 1-i14" MIN. 2-12d PER BLK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT EMBEDMENT TOP BOND BEAM W/ OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION CORNER BARS ARCHWAY FRAMING DETAIL AT CORNER STEP 3 SCALE: 3/4"=1'-0" L PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I s I I SINGLE #5 CORNER I A BAR, 3Ox30 TURNED UP lf` O I I OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER PROVIDE #5 BAR W/SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE ' I / SEE PLAN. STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407.7744078 www.abdosigngroup.com AA #: 0003325 q � b SVHDM As LOT SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 moamu 3EFB "2447- ROBIE" GARAGE 8WING: LEFT PAGE: DETAILS 50 MPH EXP. mm D TE 10/09/19 SCALE: 1/4' = 1'-0* MEMET 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/ IOd x 1 112" 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 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK 81ZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 Yz"x5 Yz") SYP. USP HTT4 W/ 5W 5/S3.1A PT., WOOD POST DIA. x 5" EXP. BOLT r--------- ( FIRE I � RAFT STD P � I L---------J F OORB—� 2X4 NAILER PRE-ENG. FOR DRAFT _ STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS—��_I i 3/4" PLYWOOD------41 1 DRAFT STOP 41 PRE-ENG. FLR. JOISTS — Ti 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS APPLY DRAFTSTI ALONG THIS TRUS: LIMIT AREA TO 1, FBCF FIRST FLOOR FRAMING PLAN SCALE: 1/4" =1'-0" OWT 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AAA; 000332® I& b O • � � 1QJ11 �o U IP stmDIV. As MSILVERADO LOT #8 BLK #18 ROJECTO 04128.002-08181 HODEIA 3EFB "2447-ROBIE" GARAGE EWWO: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION ' H' 50 MPH EXP. ly PCILAM A ABOUCHACRA L AR NO 93M A DATIM 30/09/19 8CAL,Z: 1/4" = f—o" SHEET S3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#176M B42) USP HTA16 TRUSS ANCHOR WITH (9) 10d x i 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) tx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED WI 10d GALV. COMMON NAILS / 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE" ENGINEERED WOOD TRUSSES 6 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L:71 OLBS (1 STRAP) 8 ALLOWABLE UPLIFT = U:2430 LBS, L:131 OLBS (2 STRAPS) TYPICAL TRUSS/ 1a 1 b GIRDER CONNECTOR(S) SOIL_' 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE{NG FLOOR TRUSS 5/8" GYPSUM BOARD OR 1/2"HIGH STRENGTH Cl-G. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL, TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. .a . • f r-,1FLOOR TRUSS CONNECTION @ L.B.W. 6DALE: 3/4"=1'-0" (NO UPLIFT) NOTCH DEPTH 1/4•D O HOLE EDGE >56' HOLE DIAMETER 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 1/2"=1'-0' EDGE >5/8" HOLE DIAMETER < 3/5.0 DBL. STUD ENGINEERED WOOD TRUSSES- 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR — WITH (9) 10d x i V2" 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 2')WXW-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" 0/C TO FACILITATE 2-PLY CONNECTOR. \--(A) USP LUGT2 W/ (5)1/4"4" POWERS WEDGE BOLT& (16)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (8) USP RFUS STEEL CONNECTOR WITH (4) 3/4"xG' WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED W (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED 1x2 SECURED W/ 1 Od 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, LA785 LBS (2PLY) 8 ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2a 2b TYPICAL ROOF �� GIRDER CONNECTOR(§) LSTA12 20 GAUGE W/ 10dx1/2 HPG COMMON NAILS. EACH END TOTAL OF 10 FLOOR GIRDER HTT4 W/ 5/8" A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (20)16d x 2-i12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB J NV GIRDEROOD POST CONNECTIONS SCALE: 3/4"=1'-0" 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 - USPTHOH26 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 THOH28-2 G < 4800 LBS, U < 2650 LBS W/ (4) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (10) 16d GALV. COMMON NAILS. FL#17232 E - USP THOH28-3 G <4800 LBS, U <2650 LBS W/ (4) 3/4"° USP WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (36)16d GALV. COMMON NAILS AND (12) 16d GALV. COMMON NAILS. FL#17232 WOOD LEDGER O ATTACHMENT DETAIL SCALE: 3/4"=1'4" # 1175 UPLIFT USP - HTWM20 W/1010d TO TRUSS AND (4)1/4" x 2 14' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WNO 10d TO TRUSS AND (4)1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �--- TAP CONS MIN. 2" COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3l4"=1'-0" 6 NOT USED 5' EDGE CENTRAL 22"MAX../ SPACING SPACING OPENWEBTRUSS SEE SEE CHEDUL SCHEDULE TYP. TYP. EE FRAMING PLAN -FRo SEE SCHEDULE FOR SEE LEDGER Lij EDGE ' L2�2X10 BOARD BOLT SIZE 5112" SCHEDULE TO BE DOEUSEO MIN. EMBED. (TYP) 1. ENSURE THAT EXP. WITTY O W.T. BOLTS/J-BOLTS ARE PLACED 8' EDGE (2) 2X4 No.2 SYP DIAG. x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. RUSSES WHERE TRUSS(DIAG. BRACE TO -BRACING IS PRESENT AT COVER 5 TRUSSES) '-0" O.C. (AT SHEATHING 0'-0" TO 30--0" (1) "X" BRACE EAMS) 30'-1" TO 60'-0 (3) "X" BRACE ECURE 2x8 PT. PLATE (1) "X" BRACE 0 CENTER O BLK W/ 1/2" DIA. (2) "r BRACE DIVIDED EQUALLY NCHOR BOLT W/ 2" FROM CENTER TO END. ASHER SET IN HIGH 2x WOOD FASCIA, TRENGTH EPDXY 6" flO'-O" SEE ARCHITECTURAL IN. EMBED. AT 32" OC PRE-ENG GABLE TRUSS ECURE GABLE TO 2x8 .T. PLATE W/ 12d's B" STIFFBACK (ASPER .C.MAX TRUSSENG) ONT. 2x4 SECURED W/ )10d's C EACH TRUSS O BE INSTALLED 0 O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING INTO GROUTED CELLS, 8 FRONT ALL AROUND BOLT. LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS 2. END OF FRONT AND REAR A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS = LEDGER SHOULD LAP A MIN i E 4'-0". EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 12) 2x1d m AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND 3. ALL BOLTS TO HAVE SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE Z WASHERS ? THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO °D 4. EXP, BOLTS/J430LT5 m A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1 (2) 2X8 SHOULD NOT BE ANY REM AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SYP PT CLOSER THAN 6" O/C. LEDGER SUBJECT TO Fi AND F2 FORCES. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE IBOLTSIZE IwLENDDisTANrEIcmrmALrAcw A DOUBLE 2x8 1 1/2" 1 8"1 16"O/C E DOUBLE 2x10 1 (2) 314" 1 8" 1 22" O/C 10 WOOD LEDGER DETAIL SCALE: 3/4"=1'-0" 11 ALTERNATE MATERIALS SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngmup.com AA #: 0003328 pyM •7 � 9S GGII • � rq et19DIV ae w SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODELS 3EFB "2447-ROBIE" GARAGE 8WWG: LEFT PAGE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. 1 DAM /1 10/099 SCALE: 1/4" = 1'-0' MEMET s3.1A FLOOR DECK 2x6 PT TERMINATION 2x4 STR TRUSS W/ K SECURED O BLOCKING SECURED ON WALL EACH TRUSS W/ (3) i6d COMMON W/ (6) 3/18"' x 4 TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, 01FLOggOLR BRACING SCALE: 3/4"=1'-0" USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 WI (16) 81 EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS ' PLYWOODFLOOR SHEATHING USP SPTH4/8PTH6 BTM. FLOOR TRUSS OR PLATE STRAPS W/ 10d x 1 GIRDER TRUSS 112"HOG NAILS FL#17239 WALL / FLOOR FRAMING, TRUSS PARALLEL TO WALL 2 SCALE: 3I4"=1'-0" DBL PT 2x6 BLK'NG BETWEEN TRUSSES W/ 10d @ 3" O.C. 1ST PLY INTO LEDGER AND IDd ® 3" O.C. STAGGERED UPPER PLY INTO 2x6 BELOW 8" CMU WALL REINF PER PLAN P RELEVATION O SO` ODU C� P R LEVATI ® IV 2x4 P.T. CEILING NAILER W/ MASONRY NAILS @ 12' O.C. 1X2 FIRE -STOP MI #8 WOOD SCREWS x 2" LONG @3" O.C.; STAGGERED OFF CENTERLINE OFF 2x6; NI 3/4" AS SHOWN USP A3 EA. TRUSS 4^ -Jw - WULING PATTERN PRE-ENGINEERED WOOD FLOOR TRUSSES (SEE FRAMING PLAN) SL 2X10 LEDGER SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE:34"=1'-0" #8 WOOD SCREWS x 2" LONG Q 3" O.C.; STAGGERED MI ASSHOWN JIIIIIMNiI DBL2XBLEDGER TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL AT 16" O.C. AND B" FROM NI REINF PER PLAN END W/ MIN 5-1/2" EMBED. FLOOR DECK PEREL VATION I� ->!9F 14^ Nz NAILING PATTERN UV K >!Fw PER V TK)N m� 2x4 P.T. CEILING 24" M FLOOR TRUSSES D(SEE OD NAILER W/ FRAMING PLAN) MASONRY NAILS 12" D.C. 1X2 FIRE -STOP SECTION DETAIL AT TRUSSES PARALLEL 4 TO EXTERIOR WALL SCALE:34"=1'-0" 2x STUDS PER PLANS 2x STUDS PER PLANS DBL Pi 2x6 BLK'NG BETWEEN TRUSSES WI 10d @ 3" O.C. 1 ST PLY FLOOR DECK 2x4 NAILS INTO LEDGER AND 10d 3" O.C. #8 WOOD SCREWS 2x4 BLOCKING ® EA. BRACE. NOTE: TOP OF FLR TRUS OP OF FL TRUSS STAGGERED UPPER PLY INTO 2x6 BELOW x 2" LONG 3" O.C.; STAGGERED OFF MI TOENAIL INTO TRUSS W/ 4 1Sd ( ) STRUCTURAL SHEATHING (TOP 2X4 SUPPORTS ST. CENTERLINE OFF 2.6; Ip NAILS (� EA. END MUST NOT BREAK WITHIN PLATE OF 2ND FUR) 3I4" AS SHOWN 2x4 BRACE t� 48" O.C. w/ (5) 12d 1'�4"MIN. FROM 2ND. FUR. FLOOR DECK '„µ' NAILS � EA. ENO LINE 2x8 CONT. W/ (8) 18d NAILS DBL 2X8 LEDGER TO CMU WI 12" EXP. BOLT MI Sd RING SHANK NAILS 0 4" O.C. MAX (BBT. OF FLOOR TRUSS 8"CMU WALL REINF PER PLAN AT 16" O.C. AND 8" FROM INTO BLOCKING (BT. 2X8 IS FOR WALL BREATHING NAILER) END W/ MIN 5-1/2" EMBED. 16d NAILS ® S" O.C. MAX 1X2 FIRESTOP PER ELEVATIONfi// FLOOR DEC III �14„ PER ELEVATION PER ELEVATION . r NAILING -i111DPATTERN 0Ua K QhsW PER LEVATION iSK PER ELEVATION R ELEVATION 2x4 P.T. CEILING 24" M PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD NAILER W/ FLOOR TRUSSES (SEE FLOOR TRUSSES (SEE MASONRY NAILS FRAMING PLAN) PRE-ENGINEERED WOOD FRAMING PLAN) 1z O.C. FLOOR TRUSSES (SEE FRAMING PLAN) SEE SCHEDULE FOR SEE SCHEDULE FOR USP HTAt6 EVERY REPAIR DETAI L I F BOND BEAM REQ. BOND BEAM REQ. TRUSS (VERIFY W/ 1X2 FIRE -STOP LEDGER INSTALLED TOO LOW USP HTA16 @ 32" O.C. TRUSS PLAN) FL#,7680 AT TRUSSES PARALLEL (VERIFYW/TRUSS SECTION DETAIL TO EXTERIOR WALL PLAN) FL#1 7680 AT PARALLEL / PERPENDICULAR 5 SCALE:3/4"=1'-0° FLOOR TRUSSES NOT USED (,)ffR!E�-ENG E: 3/4"=V-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. G SHEATHING SEAMS) (BLOCKING O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARRITY)ITY) TRUSS (TYP) ® 24" O.C. MAX 0 FOR STRAPPING O VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 2" 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 w/ (2) WOOD POST TO STRENGTH EPDXY 8" MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U < 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS W/ (14) 10d GALV. BELOW FOR PLATE W/ 12d's 8" O.C. MAX COMMON NAILS EA. 2X4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE • PROVIDE BLOCKING O• USP SPTH4 OR SPTH6 BTM 12" GYP. W L. BD. 0 " AND TOP PLATE ANCHORS W/ 1Od x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT. 2x4 SECURED W!(2)tOd'e l�EACH 10dx3"FILL L HOLES, DO NOT USE 12"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED @ 10"0" O.C. MAX. EPDXY 5-12" EMBED. MIN. i6" .1 1 Oa 1 Ob 1 Oc OC MAX. SCALE: 3/4"=V-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ TnPOST CO141ECTIO,I SCALE: 314"=1'-0" a• • ^ A- USP MTW-12 U < 1195 LBS W/ (14) 10d GALV. COMMON NAILS. FL#17244 • #. S-USP HTW-20 U <2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U < 3715 LBS MUGT TO TRUSS W/ (4) 10d GALV. COMMON NAILS TOP, (6)10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5l8"' A.T.R. TO PHD4A AND (10) W83 WOOD TRUSS CONNECTION Q L.B.W. SCREWS TO POST FL#17240/FL#172419 POST TG SLAB CONNECTION 9a gb SCALE: 3/4"=1'-0" A&B - USP PAU44 POST BASE <U:2,265 G:6,775 W/ 5/8 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE <U:2,265 G:13,815 W15/8 DIA. x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB <U:4,465 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (20)16d x 2-12" NAILS TO POST. FL#17324 L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAIL 407-774-4078 www.abdesigngroup.com AA #: 0003325 >n atmDty ae r.OT: SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODEU 3EFB "2447— ROBIE" OARAOE 9TIItMO: LEFT PACE: DETAILS (OPEN WEB TRUSSES) 50 MPH EXP. Pj `ROL W A D rlpTE 10/09/19 ECA Z: 1/4' = 1'-0* a*== S3.1B SECOND FLOOR DECK PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407.774-6078 FAX:407-7744078 wwwabdeslgngrouP.com l AA R: 0003326 �n iaZY- � J GS atMD:v St LOT: SILVERADO LOT #8 BLK #18 PAOJMCTp 04128.002-08181 MODZIA 3EFB "2447-ROBIE" OA AGE 8WINa: LEFT PALM: SECOND FLOOR DECK PLAN 50 MPH EXP. DA 10/09/19 BCA=: 1/41 9IiEET S4 w DBL. TOP PLATE CONT. • } lz LAPTOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. STM. ❑a AND QUANTITY PROVIDE ix 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWOOD Z INSTALLATION. PROVIDE 1/2" FILLER(S). NAIL ALL TOGETHER d PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, Lu ALL TOGETHER W/ 16d 1C 2-ROWS, 6" O.C. w CCOC MON NAILS, 2-ROWS, 6" i SHORT 2x STUDS BETWEEN HEADER ABOVE AND • FRAMING DIRECTLY A80VE (1) 2x6 FLAT TOE NAILED TO DIA. x 8" MIN. EXPANSION WINDOW ,1 t JACK STUD 2x NAILED INTO BOLT SIZED BOLT 1) r INSIDE AND OUTSIDE PLY OF WASHERS PLACED WASHERS PLACED 16" O.C. 4" FILLER BELOW W/ 16d MIN. CONC. EMBEDMENT SECTION A -A COMMON NAILS, 6" O.C. BILL & HEAUMPWIi ING 6 SHORT 2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1!2" PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING io ALL TOGETHER WI 16d AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6" W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END 0- SIZE AND QUANITY PROVIDE tx WOOD FILLER(S). d NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" (3) 2xl2 HEADER PROVIDE DBL. TOP PLATE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.c 2xln 2XIVS USP RT16A W/ 10d x 1 1/2" O.C. LAP TOP PLATES GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR AT CORNER, ALL HOLES SPTH8 TOP & BOTTOM TYPICAL FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES w/ 10d x AND NAIL W/ 16d COMMON 1 1/2" GALV. COMMON NAILS, 2-ROWS, 4" O.C. NAILS (AT EACH STUD) FILL EVERY HOLE, DO NOT USE T 3" LONG NAILS FL#17244 I RI BTM. MEMBER OF TOP ---I PLATE SPLICE MUST LSTA12 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 10 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE AND ANY PLYWOOD SEAMS (1) 2x FLAT TOE NAILED TO TYP. ONLY FL#17244 W/ (2) 16d NAILS EACH END JACK STUDS SEE SCHED OR#STUDS NDER FADER m SEE SCHED FOR # FULL HEIGHT 2x STUDS:11!4: 4" tO 4" TYP. TYP. 3X3 OVERSIZED WASHERS PLACED 4" 32" O/C 6" MIN CONC.EMBED. TYP. 32" MAX. ,. , (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER WI 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 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)2xl2 (3)2xl2 B1UD2PACmalrOA SUVAMQ2P0A 0-2ft a O F x ¢ ' 2 2x4 2 2x4 22x4 (3) x () x4 SPAN 0-2ft 3-4ft KINGS 1 2 SPAN 0-2ft 3-4ft KINGS 1 2 6 2x 2 x ( x )_Tx 3 - 4ft 2x4 2z4 2 2x4 2 2x4 2 2x4 x x ) x ) x6 x () x 5- 6 ft 2x4 2z4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5- 6 ft 3 5- 6 rt 2 (2) 7 - 6ft 3 7 - 8 ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2) 2x4 2x4 7-8ft 8-10ft 5 8-10fl 3 x x (2) 9-10ft 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 -12 ft 5 10 - 12 ft 4 x z fl LEE 2x4 2x4 2x4 2x4 2x4 2 2x4 2 2z4 2 2x4 x x TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 16" MAX. I16" MAX. 16" MAX. � PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" B TOGETHER Wl 12d 0 12" O.C. PROVIDE (3) STUDS CORNERSLAPTOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C1 PLACE 30# ROOF FELT BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1/2" DIA. USP GALV. PFM BREW ANCHOR 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 8" FROM ENDS AND le.O/C, VERTICALLY MAX NAIL STUDS TOGETHER WI 12d @ 12" O.C. SHEATHING ON INTERIOR OR EXTERIOR OF WOOD WALL —NAIL STUDS — TOGETHER WI 12d @ 12" O.C. PLYWOOD SHEATHING,— SEE"ROORWALUFLOOR SHEATHING FASTENER SCHEDULE" C2 -M-VL- J CONNEORONS MASONRY/ WOOD SCALE: 1 1/2"=V-0" 1/2" DIA. USP GALV. PFM SREW ANCHOR 5" MINIMUM EMBEDMENT INTO GROUTED CELL, S" FROM ENDS AND 16" O/C, VERTICALLY MAX PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS f� 16" MAX. PROVIDE (3) STUDS 0 — CORNERS LAP TOP PLATE MEMBERS NAIL STUDS TOGETHER W/ 12d 0 12" O.C. PLYWOOD SHEATHING, SEE — "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE"C3 A (1) 2x TO BLOCK ON 20 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS TQ CFPARATF W(]()D AND 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeaigngroup.00m AA R: 0003325 T e � 7f l av9DIV. ac LOT' SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODELS 3EFB "2447- ROBIE" GAP -%GE BWMG: LEFT PAGE: DETAILS 50 MPH EXP. SECOND FLOOR DOWEL PLAN SCALE: 1/4' = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX 407-7744078 www.abdesigngroup.com L AA M: 0003325 1 �W evBDIV. ae toT: SILVERADO LOT #8 BLK #18 P1tOJECT* 04128.002-08181 MODMIA 3EFB "2447- ROBIE" GARAGE 8WING: LEFT PAGE: SECOND FLOOR DOWEL PLAN 50 MPH EXP. RDIT DATI : 10/09/19 ECALE: 1/41 = 1'-0' e1HEET 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 W/ (10) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES, 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 6. 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. T. 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 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1O (2)2X8 BEAM SCHEDULE RZZUM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = 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 fc (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x16 1 #5 (1) #5 N/A GROUTED SOLID B132 MASONRY 3000 8x8 1)05 NIA GROUTED SOLID CB1 CONCRETE 3000 Bx31 2 #5 2 #5 #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 0Is60.— SAFE LOAD - POUNDS PER LINEAR FOOT SAFEEILOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SA s4we eParo s1e4e 1t700e 1 eP24a I saxes I eFaaaa TYPE LENGTH Bl1B RGIU TYPE LENGTH sa4T awm stz-tt s,am enstt stem sw+T 1Psar sat -IT s�a4.2T evrtT Tsar eFatr seam 74" (47) PRECAST 2231 S4' µn PRECAST 1026 1024 1626 3'4' Nz) PREGIBT tm aria ss 4m sa 012 nm +m Lee as, 4m em e132 lam 4'4" (4B') PRECAST 1866 W-W M PRECAST M M 1309 47-T (48') PRECAST tm 23p OO 3m 41n m eon tm Loa 7010 na 4an m On 4'4' M PRECAST 1648 No (6P) PRECAST 602 6B1 1073 #0 04') PRECAST tam 2m mm am 4oa mt sm t2#r s,o 2n7 oars 41a n1t m S4' (e49 PRECAST 1217 S4' (847 PRECAST 411 411 746 84" (64� PRECAST 1010 Ln ape m1 40M tote 17t ma 2aN me m m mt 4taa F-IIW (7n PRECAST 1062 V-10' (M PRECAST 340 339 510 8.10' (M PRECAST IN ape $1m 3m 4133 21D lap a,m m 403 C4• (Tn PRECAST we So (m PRECAST W7 721 400 e'4' (M PRECAST 3W m un m 2M La, 37" T4" Mn PRECAST 743 T4' Mn PRECAST 424 634 303 T4' On PRECAST 2m "a 2m 2W 20L mW-V (112-) PRECAST 554 VI' (112-) PRECAST 3W 512 230 FW (112) PRECAST , 1474 to mm m1,ate JIWW� as 11O 214 L+e 1S4' (126) PRECAST 476 NEZR10'4" (12E) PRECAST 284 401 180 1S4" (126) PRECAST ea t,s 1st 2011 ,tp ,4n ,m 2m 2m 114' 1 PRECAST 38') 302 114" 1 (W) PRECAST 200 462 164 114- (13BD PRECAST eat nm IV tM IM( tars ,m aa" 2+s 1" (144') PRECAST 337 12'-0' (1M� PRECAST 2M{ 402 197 17-0' (1M� PRECAST TM m 1t t ,m ea 132 , ,s/ LN I" (16n PRECAST 20 1" (1W) PRECAST 217 324 110 134' (10n PRECAST 41e m am 7w ep , tm 4n 4O M. 11s 141 , 1s7 14'-0" (IWI PRECAST 27B 11 (10" PRECAST 206 203 10D IN-V (10" PRECAST m m m 7s m tm 110 4M 7tt tm + In 14'-8' (176� PRF8IRESBEO N.R 1V4' (17r) PRESTRESSED N.R 284 91 14'4' (176) PRESTRESSEDm m m m m m n2 m es m it, 1734 1B4" (184) PRESTt� NA 1VW (164') PRESiRE� N.R. 2W 83 184' (164D PRESTRC� m m 313 m m 1n 4m In m Mi tm 1T-4" (206') PRF8TR688ED NA 1T4' p'66'1 PRESTRESSED III N.R. 194 64 me on PREFI1' tm a2 m 306 406 m st m m m tat W3 do IW 4" p82) PRESTRESSED N.R. 18'-4" Mn PRESTRESSED N.R. 148 82 184' (2229 PRESTRE8M is IN m m 30 421 447 m M N1 M 747 12V 214' (265� PRF87RE98ED N.R 214' RM PREWMESIED N.R. 125 42 21'-C wn PRE 142 142 m m 30 m3 m m 4O 72 m lee m ,m 22'-0' 9 PRESTRESSED NA �'� 274" (264D PRESTRESSED N.R. 110 40 22'4' (Z#4D PRE8TRE88E0 7A tm m i71 4p m m tIT 1s m m m 2w eta as m 410 m 42 m m 24'-0' 61ee') PRESIA688E0 NA 2Y-0' Mn PRE3IRE38ED NA S1 39 NO P M PRESTRESS® 124 m m 4p m to an is m 4a m m ,ap tm (#) 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 CABR:RETE MAY 2015 EDn10N - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUER STATED AWA -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MIMAM4 M OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 'Im��ll�l��L '0000�0 lom0000m 10��0�1 �m00�00 mo®cam+©mom !!!l�7�BLC70®Or'7 0®Om�00 m0�0�100 mmo©©C�'"C'u3"1 0000�00 ommoo�tQ 00m0©!0 ommom�t!Q! oom©oov Os�00m1011lF oommmoo ®omomov ©omomoo �Om00®0 D�mm0�0 000©0�� D�m0�m0 ®mmm000 D��mm00 .� 8F18-1 T10MIOB 8f18- � ( 2 1T/OM/OB 1 7a �� .1 y GT # 41 U.N.O. PROVIDE B62 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 18'-8" 4 ) t �--- t I I 4 L--J 3 �Y i h Al g 3 GT = �w % `��. 4"' r^ 8Fi6-1T/0M/0B r a� 8FiHEBER- 6-1T/OMIOB SF16-1T/OM/OB � ) 1 <y SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 ac,78aiv ae I.oT: SILVERADO LOT #8 BLK #18 PROMCCT/I 04128.002-08181 MODELA 3EFB "2447-ROBIE" 0ARAdffi 9MINO: LEFT PALM SECOND FLOOR LIFT BEAM PLAN 50 MPH EXP. 11 DA 10/09/19 8CALE: t/4" = 1'-0" sxsa"a' s5 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 W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od 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 (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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT, 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 8 BASE PLATE oR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 YF'x5 X") SYP. USP HTT4 W/ 518" 5/S3.lA PT., WOOD POST DIA. x 5" EXP. BOLT 1p y�e ROOF FRAMING PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmu p.00m l AA #: 0003325 q 5 S 9s �pWt •J eunDiv. ae LOT: SILVERADO LOT #8 BLK #18 PROJECT# 04128.002-08181 MODEL, 3EFB "2447- ROBIE" GARAGE OWING: LEFT PAGE: ROOFPFFRA�MING ELEVATION 'H' 50 MPH EXP. DRMT A 10/09/1a SCALE: 1/4* = 1'-0' SHEET S6 r WHEN INSTALLING (1) USP (1 OR 2) USP RTi 6A RT16A ON THE INSIDE A TRUSS ANCHOR WITH FASTEN EACH STUD TO DBL HOG NAILS TO 10dz1 1 G NAILST TOP PLATE W/ USP SPT24 PLYWOOD SHEATHING, SEE TRUSS AND NAIL PER MANUF. SPECS. "ROOFNVALL/FLOOR 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 lx2 SECURED W/ 10d TRUSSES @ 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD A ALLOWABLE UPLIFT = 1160 LBS (1 STRAP) SEAMS B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTOR(S) 113, Flb SCALE: 3X'=1' P' SECURE 2x PLATE TO WALL W/ 3/8"x6" THRU-BOLTS 0 32" O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8" O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/USP HGAl0KT @ 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 Odxi 12" 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 — PLYWOOD SHEATHING, SEE "ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE" TOR(S) 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W/ 10d TRUSSES Q 24" OIC, GALV. COMMON NAILS SUBMIT SHOP DRAWING 12" 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 CONNECT r-0 2b SCALE: PRE -EN( TRUSS (TYP) @ 24" O.0 0 MAX FOR STRAPPING VERIFY W/TRUSS PLAN 2x STUDS CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 2x6TUDS GABLE TRUSS @ FRAME WALL J SCALE: 3l4"=1'-0" ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS.) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. TOP PLATE ROLLOVER 3 STRAP DETAIL 4 NOT USED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003326 0 Y � g J sm sUHDIV. & LAT SILVERADO LOT #8 BLK #18 PROJECT* 04128.002-08181 MODEL& 3EFB "2447— ROBIE" GARAGE 8WMO: LEFT PAGE: DETAILS 50 MPH EXP. 50 DAR� 10/09/19 BCALJ6: 1/4' = 1'-0* 8MEET S6.1A r w HIP ROOF ROOF WIND DESIGN PRESSURES NET (GROSS) AWE 7 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: W RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR W" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END_ ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 21/7' 0.120" 170,000 WRU- (16-20RINGS SCREW SHANK PER INCH) Sd 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 onnc cucerulur_ -� EXTERIOR 8HEATHTNG USE 1/2" CDX OR NI 6" O.S.B. PLY WITH ad RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 711 WZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES (g) z9 � LL c Y 0 Z J ZLn w 2 0 w Y @ z () O `v z E J Z Y > w L T K (p N U W L3L co co L) U GO O W z a ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMMIO 8d RING SHANK GUN NAILS 6" O.C. IN FIELD TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ IZ. O.C. IN FIELD or Sd x 2 12" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6w1N FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 681 EDITION ACI 318-14. BUILDING CODE REQUIREMENTS 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 ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO IS SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 paf TOP CHORD-rwn-DDncunenl 10 paf BTM CHORD -non-conarrent ALL AGGREGATE USED IN CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/P. R ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS,ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. F6= 1100 PSI AND A MODULUS OF PROVIDE 64AIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLA&4ON-ROUND WHERE INDICATED ON ELASTICYTV • 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES RATEDSHALL BE TO RETENTION PRESERVATIVE E NFO�R AURA FORMWWORK: CORROBORATETETTRAHEDRAL (DOT). WOOD FOR STRUCTURAL USETHAT SWILL BE TREATED FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED 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 FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Blh EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE HOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2' UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR ' STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS AND BE MANUFACTURED FROM STEEL ASHALL BE HOT -DIPPED GALVANIZED. MEETING THE REQUIREMENTS OF ASTM A/48, GRADE A,, AND GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND 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 TRUSS CONSTRUCTION:, AND CA SCSI AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S METAL- N COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLATION BRACING METAL -PLATE -CONNECTED MMEND TIONS FOR REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: 94 BAR - 25" #6 BAR - 36" WOOD TRUSSES. #5 BAR - 30" #7 BAR - 42' TRUSSE / R RST COLUMNS APPROVAL PROVIDE 36' x 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 OOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION, INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI AS&I-1982. 15 pBf TOP CHORD 20 PSI TOP CHORD (7 par w/ ASPHALT SHINGLES) (10 paf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 pef BTM CHORD 5 pat BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I OpS1 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 paf S GI DE O NO WALLS FOR STAIRS LIVE LOAD 40 paf WIND: DEAD LOAD SPEED =17) MPH 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 EXPOSURE B, RISK CATEGORY II) S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE(FBC ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: 20pa1, 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: 40paf, GUARDS AND HANDRAILS: 200pcf, GUARD IN -FILL COMPONENTS: SOW PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VOEpHMICLE GARAGES: 50paf, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30pef, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY: PLAN SHOWING 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" (ACT 530/ASCE SrtMS 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 MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS 70 QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR 70 SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE I'm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS 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 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 W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATION/ SITE PREPARATION: TYPE "M" OR "S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FOOTING Pn• PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM REMOVE M HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB MAXIMUM YSHALL BE COMPACTED A A DRY DENSITY OF AT LEAST 96%7. T OF THE SEAL BE BE THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT OEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. 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 STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SFWLL NOT EXCEED S N-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REOUIREMENTS OF ACI 301 AND ASTM C-04 OR MEASURING, MIXING, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MNXNUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED M 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 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: 0. $'FOR CONCRETE CART AGAINSTAND PERMANENCY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-112" FOR 06 AND SMALLER 7 FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER &C FOR SLABS, WALLS AND JOISTS 1-i/7 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy 36 k& FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B, TYPE E OR S, Fy = 35 kel. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FA TENER M1IG4TION SIZE TYPE SPACING REMARKS APPLICATION SIZE TYPE PACING REMMKS -PT FURRING TO GASE HARDENED COIL GARAGE DOOR BUCK 1. DIA. TAPCON MASONRY B"dC I-EMBED..4"ENO T. MlsONRY KOHL. NAIL,IR'LOND. aQL TO MASONRY/CONC. NC -ER FASTENER 1,/T EDGE DIST. wo, AL. EXT DOORS CABEHARDENEDCOL 9- WWOOWAWILFASTENEO OAMOE DOOR DUCK -DW. W/ 34.OIC 4' EMBE0., 4•END o6T, 1x Pf. SEE NOTES HATCH ?LONG. STAGGERED INTO MAaplmxX1NC. TO MASONRY/WNO WASHER EXPANSKMI BOLT TED. DLST. -DCMSU -HARDENED coL aC,C WBAwVAOow FASTENED METALSTR m CONTACT THIS ENGINEER FOR SPACING ,X pr, SEE NOTEe NAIL 11?LONG. STAGGERED INTOMAacNm/mNc. MAs ,CDNC. REQUIREMENTS E%i.9WwG ODOR BUCK3x PTSEE-S I213N8D10. NO WASHER RAPCON' FASTNER ivQC 112" EMBED, LEND, DIST., I,IY EOGEDIST. NONEEAWNo WOW WALL TO CONC. BLAB 1/[- EXPANSION 4"EA@E0.4"ETA W/WASHER BOLT 4d°NC DK4T., 3"EOOE DIET, PT WIPAOW o.13a°RAF x21A1" 0'Q•C d" END. DIST., 112' T IT TO STEEL GOL., SEE W/WASHER 9TAGOEREO EDGE DIET. NO E e i STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF 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 NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1X MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. ) 11 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-77"078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 BONN Q LI. J O J >9UDDIV. Be LOT: SILVERADO LOT #8 BLK #18 P190JSCT*1 04128.002-08181 M0DUZA 3EFB "2447-ROBIEFF GARAGE > WING: LEFT PAGE: DETAILS 50 MPH EXP. DATZ: 10/09/19 SCALM: 1/4' = 1'-0R S SN1 71 -� 6 -2-1,Ft