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HomeMy WebLinkAbout7839 Davie Ray Dr99 2447 99 3EFB-ROBIE R�AILING ALL wg FLOs WITH RIDA BUI D NG CODE, CODE NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE F� 7 70710 CITY OF ZEPHYR PLAN EXAM ER HOMES S FEB i '7 2020 12602 TELECOM C)RIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .� BURDW CW& ,, M EDITEON (2017) •NL IACAL AI1D STATIC CODER -OCCUPANCY _ RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB •MIN. INTERIOR MISH - CLASS B -BASIC VIND SPEED — Vult=150 MPH vaea=124 MPH •EXPOSURE — C •1_SfORY RESIDENCE _ .2-STQRY RESIDENCE - MA)(, BRIGHT AS p LOCAL AND STATE CODES ABV. ABOVE LAV. A/C AIRCONDITIONING LUM. ADT. � STABLE M.C.MEDICINE AMP. AMPERAGE MIN. BD. BOARD M.T. CL CENTERLINE MTD. CAB. CABINET MTL. CLc. CEILING N.T.s. OLR CLEAR O.C. CONC. CONCRETE PL CPT CARPET P.B. C.T. CERAMIC TILE PH. D. DRYER PLT. DEL. DOUBLE PLYWD. D.C. DUAL GLAZED PR DIM. DIAMETER P.T. DIM. DIMENSION R. DISP. DISPOSAL. RAD. DP. DEEP R.A.G. DR DOOR REF. D. DOWNSPOUT RM. DTL. DETAIL R.O. D.W DISHWASHER S.C. F.A. EACH S.D. ELEV. ELEVATION S.H. EQ, EQUAL SHE. EXIT. EXHAUST SHTHG. 6XT. EXTERIOR sITwR. F.G./FX. FIXED GLASS SIM. F.G. FUEL GAS SL, FIN. FINISH SL.GL. FLR FLOOR STD. FLUOR FLUORESCENT SwS FR. DR FRENCH DOOR FrcFOOTING TEMP. GA. GAUGE T GAR. DISP. GARBAGE DISPOSAL T.O.C.O. OXT GROUND.FAULT CIRCUIT T.O.P. 'TE EVRRUPTER T.O.S. CL. GLASS TYP. GYPO GYPSUM BOARD U.N.O. US..BD. HOSE H.C. HOLLOW CORE V.P. HD R HEADER W. NSSU . INSULATION wo. INT. INTERIOR WDw. W.I. LAVATORY LUMINOUS T MINIMUM METAL THRESHOLD MOUNTED METAL NOTroscALE ON CENTER PROPERTY ENE PUSHBUTTON PHONE PLATE PLYWooD PAIR PRESSURE TREATED RISER RAINS RETutwwmORlu REFRIGERATOR RUM ROUGH OPENING SOLID CORE EXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING seowER SIMILAR SLIDING SLEHNGGLASS STANDARD SHEARWALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OFPLATE TOPOFSLAB TYPICAL UNLSS OTHERWISE HEERRWISE VAPOR PROOF WASHER WOOD WINDOW WATER HTER WR UGHTTIIRON DATE DSBCRIPTION OSWT 2-STORYDLOCKO�IVERSION ARCHITECTURAL SHEET DESCRIPTION 01I16/II BID SET ISSUED PG CS -COVER PAGE PG GN-GENERAL NOTES PG Al -FIRST FLOOR PLAN PG AlA—DETAILS PG A2-SECOND FLOOR PLAN PG A3H-FRONT & REAR ELEVATION "H" PG A4H-LEFT & RIGHT ELEVATION "H" PG El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-FIRST FLOOR MECHANICAL PLAN PG M2-SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-DETAILS PG D4-PRODUCT APPROVAL PG WAl -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS OM/D 2011 PBC UPDATE O2mro STONE ELEVATIONS ADDED OaAW BID SET RE -ISSUED OMI6AB FOOTII4G REVI81gJ PER M BOWES OW" NCORPORATE I-J016T DETAILS 4 FRAMING PLANS PER M. BOWES OUQAS WN&Tftr-TION DOwhEM RE -ISSUED 06l�AS BOLLARD DETAIL REVISED dQ6A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO SIZA • 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 wbm TRUSS ID* ADDED TO PRAMM SHEET I SQ.FT. CALC. S 01/26AS PLAN MANTENANCE own REVISED LINTEL SIZE • ENTRY IST PLR LIVING Ila48 867. FT. 2 RJR LIVNG I�gg SGI TOTAL LIVING 2,441 SGL FT. GARAGE 4O3 86L FT. ENTRY 32 80. PT. TOTAL 2"2 Go FT NDCIO PATIO w era. FT. 0446AS UPDATED LEDGER BOLT SIZE 4 WACNG 064UIS ADDED LED LIGHTS • KITCHEN 4 BATHROOMS PER MARK BODES 0041AS REVISED I -JOIST LAYOUT own LEDGER DOLT SPACING I*vIeEp STRUCTURAL SHEET # DESCRIPTION PG SS -FOUNDATION PLAN PG S1.lA-DETAILS PG S1.iB—DETAINS PG S1.2-FIRST FLOOR DOWEL PLAN PG S2—FI DETAILS PG S-FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FIRST FLOOR FRAMING PLAN PG S31A-DETAILS PG S3.1B-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.IA—DETAILS PG S4.2-SECOND FLOOR DOWEL PLAN PG S5-SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG S6.lA-DETAINS PG SNi-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDJ)ER ASSUMES ALL LIABDITY 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 INFORIIUCLARIC TION.To THE ARCHITECT OR ENGINEER FOR AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RF1's IN WRTTTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUC77ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.00m L AA 6: 0003325 Milt s 91VHDm Aa LOT: ABBOTT PARK LOT #44 BLK #9 PROJECT* 04181.000-44093 KODMIA 3EFB "2447—ROBIE" GARAGE SWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) Bh EDITION, (2017).AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. SITE wows 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, OWSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8- THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8 EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES 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 R302.5.2 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %,INCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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: 1. 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 1-2014) 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 ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SWILL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'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 COVERINGS 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 FINOW 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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 ASTWC926 & ASTM-Cl063.128. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.7. ME RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 117 GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 17 O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONTROL DATE: 07/23/19 (CM) 1441 N. RONALD REAGAN BL LONGWOOD, FL 327W PH:407-7746078 FAX: 407-7744078 www.abdosigngroup.com L AA#:0003325 5 Q J ^ e 81MDIV. 4k LOT: ABBOTT PARK LOT #44 BLK #9 1pinoilecTop 04181.000-44093 1[CDEIs 3EFB "2447- ROBIE" GARAGE 8TfMG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C Dw 11/25/19 8CA X: 1/4' = 1'-0' aft WT GN MASONRY/FRAME WALL LEGEND 8' DLOOK WALL UA0 ON PLANS 8'-0' ERG. 8' BLOCK WALL UNA ON PLANS 11'-4' ERG. LOAD BRGi. WALL UA0 ON PLANS 4' INTEROR LOAD BRCS. WALL UNA. ON PLANS ALL INTERIOR DOORS, TO BE W-S' HT OWO MA DCLAUM■DLOADS, BAI C I880 EPOW FO5188E0001D G1A118 ffl� 1101WE m O NIMDMO 161M@1 MDTWE FOOTAGE MIN. WINDOIU 10 5 31/-50 CRITERIA EXTERIOR SWING 18 5 96/-4T DR MIN. CRITERIA SGD. MIN. 41 5 W-43 CRITERIA *010 O.HD. 112 5 31/-35 BASIC HIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFY PER SEMON R301.2.1 OF THE FBCR 89S ExnoN (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER 00111101OLVAIE011WIll SQ.FT. CAM'S IST RR LMNG IAM8 SO. FT. 2ND FLR LIVING hm Sa FT. TOTAL LWNG 2,44-1 So. FT. GARAGE 403 Sa FT. ENTRY 32 Iba FT. TOTAL 2,882 60. FT. 8XI8 PATIO 80 Sa FT. FIRST FLOOR PLAN SCALE: 1/4 " I'-0' NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS, NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN 1,�'(12.'Imm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN %'(I5.9mm) 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 C(PTH ED.) 302.1 1441 N. RONALD REAGAN BLVM LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdosigngroup com L AA #: 0003325 A 7 a Bi7.Ti5 m ae LOT. ABBOTT PARK LOT #44 BLK #9 PROJZCT 04 81.000 44093 MODMU 3EFB "2447—ROBIE" GA %AGE 81117NO: LEFT PAGL': FIRST FLOOR PLAN 160 MPH EXP. C A. A NO D'om !11/25/19 8CALB: sxraTA0 " C TOP PLATE 0 in BAR DETAIL A SCALE: 1/2'.I _m (2) LAYERS OF W4' PLYWOOD OR (2) LAYERS OF 3V4' SUD FLOOR MATERIAL MPG FOR SOLID NAILMO / COWPLOlS 3/4' T40 SUB FLOOR HANDRAIL FASTENER ,S TEIVIRSCHEDULE� dt V-4 3/4' 2ND FIN. FLR / I 3/4' KICK PLAT! 10' / M e-ENOO FLOORMG MIN. / SYSTEM (SEE FLOOR / FRAMING SHEET) J NOSIANG / NSMALL Of ' GYP. RMTALLT OPPMOONCIALID / BOARD SPACES BETU M STAIR M / STRINGERS AT LEAST ONCE N -1 Z� NOTE, THE MIDDLE OF EACH RUN �D THE OP AND EOTTO'I AND r U = 'v / ACCESSIBLE BTUM SUTH TUDS ALONG IN m SPACE UNDER / CENT RUN OF DRAFT STAIRS SMALL STAIRS OF THE RN P!R POOR W / STOPPING HAVE WALLS, MAATTEIRIAL FOR PIHR E IO.K NG = UNDER STAIR / STAIR DATA; SURFACE AND SHALL C40M401•M TO FDCR 20T1, / ISR • 192' ANY SOFFITS •TN EDITION R3wjU 14 TREADS • PROTECTED / 10'. 1' NOSING ON THE (3) 2XI2 S.Yr ENCLOSED STRMGERS SIDE WITH 1/2' 2 X 4 RE-NFORGNG • BOARDS. EA. 2 X 12 STRINGER FOCR R3021 SER PIN WIOd 6'-8' OG. y 0' SECURE 2x4 Pr PLATE TO SLAB UV 1/4' N¢�t X 3 V4' TAPCONS WITHIN 6' OF EACH STAIRS RISERS TO COHORT TO POOR *TI EDITION (2011) END AND 24' OG. MAX M THE FIELD MN. TREAD.10' MAX RISER-1 3/4' OAS' MAX. VARIATION M RSE1104 EADS ADJACENT TO EACH OTHER 3/S' MAX VARIATION N ANY RMERRREAD HANDRAIL CIRCULAR 014088 SECTION OI.A. TO BE 1 1/4' .-1/4' OR PROVIDE EGLUVALENT GRASPABILITY RIDERS- MIL 6' UJIDE • NARROW END MIN. 11' U2DT14 • 12' PROM NARROW END 34' MIN. HANDRAIL NOT. STAIR SECTION Z HANDRAIL • 36' W/ 2X4 RE.W-M THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.1.81 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 I#'t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 116'. 2. THIS RAILING SYSTEM IS DESIC%NIED TO RESIST A LOAD OF 50 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.G. 2011 SECTION (-,-A'�HAANDRAIL E:9/4'.1' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdoWgngmup.com AA M: 0003325 J 5 K WII sUNDIV. as LOT: ABBOTT PARK LOT #44 BLK #9 PROJECT# 04181.000-440 3 w0DEIA 3EFB "2447-ROBIE" GARAGE 8WING: LEFT PAGE: FLOOR PLAN DETAILS 160 MPH EXP. C 2'•B' g�gp g� 21'-4' S'-B' EfsRE90 EGII ZEEBB d `o ainlexxxxxxxxxx'ols:e::_e::::e,ol _•de'.�::::::o od::Lo 0. --- I i \ it; ,; r,1i 1 ' r,i it: t l ' 0. ;v 0 .,. BATH .,. o ak AV. LAV.�I O r. r. r,0 o II-- - WANDLER ON METAL BELOW 0 8 1 ` 0' .. a1 a D7 10 'o Ear 12'-4' 5'-4. SECOND FLOOR PLAN SCALE, 1/4 . I'-V 1441 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA A: 0003325 g WO P'BUBDM ac LOT ABBOTT PARK LOT #44 BLK #9 PROJECT* 04181.000-44093 MODEis 3EFB "2447—ROBIE" GARAGE agIrrO: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C A NO DA1'E: 11/25/19 8*10c T A2 •/-23'-II' BLDG—--------- — - 4' RAISED —� BAWD (TYPJ 8' RAISED BAND S'-4 3/4' 2ND FI�- 8'-0' IST FLR SRC•. FKaT�— COACH LIGHT 6' RAISED BAND (TYF'.) 9 �D 0'-0• IT'-4' 2ND FLR, BRG. HGT. L,_o,. J'-4 3/4' 2ND FIN, FLR-$ " W-O' IST FLR B- 0'-0' FIN. FLR., SHINGLE ROOF I�'-4� 2ND FLR BIG. HGTHGT. FYF" BKTIIXII OR EQUIVALENT 12 S 9'-4 3/4' 2ND F� LR ISTa FLR ' Br REAR ELEVATION TEXTURED FINISH 4' RAISED BAND (TYP.) 4' RAISED BAND (TYP.) 1'1'-4' 2ND FLR $gam. HGT. 2ND FIN. FLR 0' 1ST FLR - —, BP RG. ,�T. _ 0'-0' FIN. FLR AREAOFATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1451/30D = 4.84 VENTILATION AREA X SQ, INCHES PER FT. (144) = 696.48 SO, IN. MIN. REQUIRED VENTILATION = .SX 696.48 IN UPPER PORTION OF ATTIC - 34&24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 34&24 /138 TOTAL#OF VENTS REQUIRED 3.02817 TOTAL# OF VENTS PROVIDED = 4 `AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG )EXTERIOR OF WALLTO EXTERIOROF WALL NO OVERHANGS INCLUDED) WGERGiASG GHINGLE6 OVER 90 PELT 2X& 6YP PT LEDGER W/ PAPER ON 1/I6' OAD. 614EATHM OR 1/2W THREADED RCD 32' 1,12' WX PLYWOOD 6ECLMO PER 04.. 4 WT14IN 6' OF EACH NAILING END MAX GET IN 6#1P60N p6CNEMAX 6T1lPriTN EKrOk7 2 FM. FLR (AM ELEW - — - LSU-26 2x6 G1T RAFRRG OR PRE -en TR m (PER BLEW — ROOF GLOPE_� ELEVATRW 0001-M6 AND ILA6 4MG W/ DRIP EDGE PER PrAw I'-4' C444M1EL FOR 60FNT WARRANTEE REMREMRIT6 M2, 2x6 WOOD FASCIA GEE 6TPLJCTISlAL FOR PAOTENER6 BRAD FASCIA WITH CINEAC PUTAL LUS26 W/ (4) Wd'• TO LEDGER AND (2)10d'• TO 2r6 JOIST 2X& 64 PT LEDGER W/ V2w THREADED ROD 32' 0L. 4 WITHIN *'OF EACH END MAX 6ET IN 611MON HIGH STIMIMSTH EXPDXY 6' MIN EMBED. OVERHANG DETAIL A SCALE, 1/2 • 1'-0' ENGINEERED WOOD TRLIGSES • 24' OO. GUOMIT SHOP DR UNNG6 SEALED BY PI07PES61CNAL ENGINEER FOR 11MAEW 4 AND COMMMITS PLYWOOD G•IIATHING SEE 6TRueTLIML aw FLR am HGT. ,L ROOFING AND FLA814MG W/ DRIP-� EDGE PER T•fR WARRANTEE REawlaa 1ENTs �-Ga0 4Nu4oRN TMACTIMAL u1tM FA=A WTW BREAK METAL rlAe oReY �C NrAn M 4nRTIN IC•AL IN2. 2X6 WOOD FASCIA 8EE 6TRICTURAL 1'OI! PAOTENER6 YENNED GOFPIT PER ATTIC* // 1/2' T141CK 2 COEM AT C91T PLAGTER APPLIED DNlC/LY TO MABONRi- MA16ED TRIM PER ELEVATIONS 2ND FILM UMPM PER PLAN RAKE SOFFIT DETA B 8CALE: V2 • 1'-0' 1441 N. RONALD REAGAN SLVDI LONGWOOD, FL32750 PH: 407-774,6078 FAX 407-7744078 www.ebde6lgngroup.00m AA #: 0003325 J • B Milli Yt 4A 0 L J SI lmm at TAT: ABBOTT PARK LOT #44 BLK #9 PROJECT 04 81.00e 44093 MODEIt 3EFB "2447-ROBIE" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION „H„ 160 MPH Ey. C rpaAmT 11/25/19 SCALE: 1/4' = 1'-0' Mmcm A3H OFF RIDGE VENT TYP. IT'-4' 2N0 FLR BRG. I-*T. - — - — - — - — - — - — - OFF RIDGE VENT ,bI1'-4' 2ND FLR V-4 3/4' 2ND 8' — —-- ----'N.4F3/4' 2ND ------------------------------------------------------`WFI�FI -0' IST FLRs, _ 8'-' IS7 FLR 6 _ - — - — - — - — - — 0 IST 0'-0' FIN. FLR LEFT ELEVATION SCALE, 1/4 " I'-0' TEXTURED FINISW 9'-4 32ND FIN. FLR S'-0' IST FLR- RIGHT ELEVATION SCALE, V4 " I'-0' TEXTURED ISINION 12 5 Il'-4' 2ND FLR '--------- BFd'a.HGT. '-0. 0'-0' FIN. FLR 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PN: 407-7748078 FAX: 407-774-4078 www.abd•signgroupcom AA N: 0003325 w q MM aunDiv. ae LoT: ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00 -44093 MODErA 3EFB "2447—ROBIE" GARAGM MWDCG: LEFT PAC M: RIGHT & LEFT ELEVATION „H„ 160 MPH EXP. C DaMT AM 11/25/19 SCA=: 1/4" = f-o" sign= A4H i ELECTRICAL LEGEND SYMEIOL DEFINITION NOTES —e 05V OUTLET 20 AMP SP42LE POLE NOv OUTLET IIW OUTLET N OP OULET "'W m 1D2TCN �OR NW OUTLET EOWPEO WAS" PAU- NTiEMIEIIt (TAP~ MR—TANT 7T17) a@ 2240v OUTLET Woo Ca+eerlw! 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Da'0O NYLL OE A DISTYKY OP NOT LEM THEN 4' FRON WALL PENDANT LOW 1J� NATURAL OAS CUTLET ► TMM%W R JACK WATER NEATER DlscoN(ECT A1R CQDnIOHStl DRCIONEBT TELBVRION JADx Offlum REOX TO M suproRItD N O J-ROX ACCORDANCE eV SOX MAIND Aw EIICN PORE CEILR'tl PA14,LIawr Po M EIPF•ORNED N ACCORDACE 1W BOX MANGIO AS OUCH FOR AO= 24• NI:AOpOta LOIT WRIP M• P40A1DRICO'T LIGHT STRIP nnnnonnnn 'W NCNB LgHT S7RP ROOD L ONT KP aR.1Ecu1ETY 1ITPAD HE Pa mm-EUTTGN Fee cw'tp IRO POIQ • LOCATION OF TV JACKS 4 RRORE OUTLETS A PAN* TO EE VERPEO • FIOMEOONER PIT -CONSTRICTION t-ENTH& ALL 0 4 20 AMP 91111AICI4 ClRaurS TO OE AIW FAULT PROTECTED PER ELECTRICAL FAIWOONS OP MM Atw mNTlal r2R1T2 . NRC mn ]Ou ®trlaa • W AMP CEDIGATED LAIWRY CEeGIIT. • OR • ISLAND (NOT ON WJICs / CUCUIT) • DONAG ER DISCONNECT TO NE LOCKOUT N PANEL • MATWROC" 004YMT PAN TO NAVE MEN. CAPACITY OP 10 CR•N NTERNTTM PER ELECTRICAL PROVO" OF 820TICN FEW., • LAU ORr ROOM R'.C6PTACLE 1R4ALL a a.. PAULT CIRLVIT•t1TEleRE•TER PROTECTION FOR PERBM#L ON PEEPERS • WRM METHOD SNALL N NON t-WALLIC CAME PER EE.ECTRICAL PROMNaE OF PBaE ATN RD r20R12 • ALL WOW TO CQ"RY wTw ELECTRICAL FIeOV1SlOR4S OF TwE FEae AT31 ®r' = • TSIf a! LIOwTe40 MIST !It RRI.4Y 1••IGIRAT TYPE PER IN 1AI ENEMY METER FIELD LOCIFY . / FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4 . 1'-0• ALL ER44M CMIT8 IEdNIED N NEC. 21M82 ARE TO BE PROTECTED BY AN ARC -FAULT NTERRPTER LISTED TO PRINIDE PROTECTICN OF DIIIIE BRANCH ORMT W P Panel MAIN - A PANEL: W16 wp Ot beaker VOLTAGE: 120/24OV-lPh MAN: 150 Amp M.C.8 FEEDER: 3-01 CUTHAN &1-66 Cu(0)In 11W 0. OR 3-M AL THWN&1-P6 Cu(G)In 110 C. wla Pea eR. N w— I I a— I Wr RW Pa. wk. M2 1 ID EI R OFl b 1U0 12N I I 2 I8 n2 2 20 kwm Pane taco 6 4 a N 3 mo AIC c.u:1 3D z 00 8 ] I, PANEL•A PANEL: 42 Drt bmker VOLTAGE: I2D/240V-1Ph RAIN: 150Amp M.L.O. FEEDER: 3-Pi CUTHNM& 1-P6 Cu(G)In1 It? C. OR 38210 AL ThWN& 1- 06 Cu(G) In 112• C. wire Pa. SX Nrn .n w.ro Oaal Oran wW. D.rl1 em RRr P0. win 012 1 20 Sorel R— 1810 1 8000 Rule. 8O 2 N 012 1 M VW —I R1.W OR 1800 3 .2 1 M Sn,wl Appl— Iwo 6 4600 rb— 20 2 M0 812 1 20 R 1800 7 .12 1 20 0.1 •AFp 1W0 O 1200 00 A 1 M2 M2 1 M BNh OFl ..Ip I= It E222 1No DlW—W OR 20 1 M2 M2 1 I F x/NW IDNk AFC, 1210 1J &Ol0 pyer OFl 30 2 MO M4 1 16 RReR.A IN1q Ram, Pxxy liyp• p O0a i& 8 17 18W wa m 20 1 M2 M4 1 16 60600MCI 400 to im G. Dee xOF, 20 1 M2 M2 1 20 BW Q&B.a82AFC1 1200 21 12N /EaMaLb B Ru: MAFCI 20 1 M2 M2 1 S Be1340A H.II&le MCI 12a0 2J M O00 joa Sall• C 1 1 M4 S M ODD O. B.tleeaO AFq 14 1 014 2] PA fa00 nNieel.m 20 1 M2 A 30 31 32 e 33 w 8 N 8 u 8 N 31 N 8 As e& UCAui B KVA.86% &N4 9B 40 g 41 42 S LOWw .abduNW Rcla e�wMN./lk.I 18800 woo LNB. el la 4relv10 Rota NkWlen./RN amen • ofC1 u A: ABBREVIATIONS: MCI: ARC FAULT CIRCUIT NIERRUPMR NO, NONSONCIDM LOAD ON: GROUND FAULTm RRUPWR Ta.1 kW e,Al.a a 4wnxtl Rea 43JN R1610000 ewe. r 100Y 1a000 Runoli rn. N40% 13920 TOW ARC'— 117R C LOAD CALCULATION IS BASED ON A/C NONOINCIOENT LOAD TOW ConNaW We W W. 36M Teal NA. Nb/310w11s 122 Gellenl LinhUng S REOe 1acc LOW tart AfC s o Fri 2447 O.I.w Lb &RS JW IS Fl. 7341 R4wl. 1 at85WA-I at 10D% w 65 Toltl O.n.N . & RK tw.e. 7406 CkNP waffikM TohlwMb Ox.el Ib & Ru: P.W A 8 SZ6 7406 LED LIGHTING ® SINGLE LAV. BATH02 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE POOR 6LH EDITION (201T). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 •I COPPER (CU) IN 1-Lr2" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 3 92/0 ALUMINUM (AL) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. PROVIDE 302/0 CU, T14UN . 1% CU IN 2' CONDUIT OR 3 •4/0 AL, THW 4 1% CU IN 2• CONDUIT. (CONDUIT TO TERMINATE ADOVE SOFFIT 0 OVERHAWs1 COMBINATION SERVICE E,0 AMP DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I 14AOSE NEMA 3R ENCLOSURE PANEL 150A/2P MCD EQUIPMENT SERVICE�.. I I I EculCLAMITEYI610N ENTRANCE SERVICE ENTRANCE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FWR 6114 EDITION [201'I). 5/8" DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdealgngmup.com AA 8: 0003325 V' 7C Y •t� � � • tK J atMDIV. S. LOT: ABBOTT PARK LOT #44 BLK #9 P3tOJECT 04181.00- 44093 MODEta 3EFB "2447- ROBIE" GARAGE SUING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C DAItTZ: 11/25/19 8CAL C: 1/4• = 1'-0e 8*1m T E1 44 ELECTRICAL, LEGEND SYM00L DEFINITION NOTES DSV Omer 26 APP SNUB POW IIBv Omer IIBv OUTLET N OF OUTLET SUED TO NOTOI � art wv amv eaulrep uwm FAULT NTNPXPMER (TAMPM MMOTANr TTPE) a@ 22BV OUTLET (4)MM COI•iCnON u1• �Fl EKT. WATMrRMW Dun rr GROUND FAULT eaaRRIPIER aWTCN SWTCH 9-WAY OPER SWITCH 4-WAY ORR ' ^W Y1ALL MOIM® V4 LOW QLNO LKM4T Q LED CLa LOW Qvp LED VAPOR PROOF uOHT O Np VAPOR PROOF LOW OMmsew CAN eVOW. FAN I CITT FOR as R. VEIf.PIN ICRT FELL—R. eFEe�s (MMLDlMU 2-au.N •2MP ® L AIgeO ) AROUND ( MMJ 2• R MINIMMIT W RNOIlNCER 4' TRACK LOW O PANEL O'l M OEMCTCM eATT. e4a[.u. EIC.tlAE� r�I I w I uteLL. PICIMEp woKt DEfEeTae RATr_ waar.� YV�1� ®2rlER.O@D4OTED 6K.0 ONLGTOII �� SHALL I N A ORTANOE OF NOT LEM THM 4' PEOANT LOM Ep NATURAL OM ounzr ► TMJPM ME JACK Fwl WATM NEATER DYOC~T Aft CONOITWOM DRCCHECT I -a TELOV10M JACK Wren NOW PUM TO aE SUP ORIED N O J.00N AOOOOANCE uV OOX MAWMO AS NON FOR MIRECTION CELW NON FIRCUMM CELen FAWLnNT TO K eUFV"Ole(ED N ACCOW"12MO eM Wt MARfm AS NON MR AO� 24' MAeDINCINT LOM ST1l• "D"OE.C"T LOW aTwP aAQ99aAQ µ, NCAPCMCM Low STOP FLOOD LIONT O4. NeadaTr XKYFAo • PJL I9E44 WMN MR CHFH W O FqR • LOCATION OP TV JACKS A NIOE OUTLIFM A FMO TO NO VEIN ED • WOPMOYeIR PRE-CQOTMj=TICN MEETNO • ALL O r 26 AMP ORANCW CIROETS TO OE AMC FAULT PRDTccTED PER ELaCTRICAL PROVO&OE OF F eorcleN (2AIMU A N!G 2laa 204 EDITION. • 2v AMP DEDICATED LAU MMr CIRCIAT. • OM • ELAND (NDT 04 KITOEN CCIICWT) • DEWMNlR POCIOMMI= TO OE LOCKOUT N PANEL • DATHROC14 004"T PAN TO HAVE MN CAPACITY OF so CRT MINV ITTErT PER E ECTOCAL. FROVOKM Or eaCTION M00T9 IIOmod, • LARY ROOT R[CpTACLE SHALL OE aROUO FRDTEerION MR PORIO NEL Orr F� • ERNO METHOD SNAIL OE NON METALLIC CABLE FOR MACIRICAL PROYMONS OF Peat D m GIOU • ALL WOW TO CO'RY WTH RECTMCAL PROVINOME OF TIE FBu rn( ED (2AIIT2 • 1LL LIMft MALL EE AEI wnwn 6Y E�w n•w YO Tat CP LEYTtlO MET M EiBEOY Ee4OB4T TTPE P!R PEG lEROY f20MONlIVATION (MIUMOM 1AL fEE1YSo �MdCrj SECOND FLOOR ELECTRICAL PLAN WALE, 1/4 . P.m' /-----------\ \i I L M � L � LED LIGHTING ® DBL. LAV. COWS BATH LED LIGHTING @ DBL. LAV. BATH 3 IN i N. RONALD REAOAN BL LONGWOOD, FL 32750 PH:401-7746078 FAX- 407-774407E www.abdaslgngroup.com AA M: 0003325 tail 5 B A q a 8UDDIV. AE I(01`. ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00� 44093 MODEia 3EFB "2447— ROBIE" GARAGE DWINO: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C P pluNT DATIL 11/25/19 DCALE: 1/4' = 1'-0* SHEET E2 CaJD VTR s all - I T 9 I -II' 3'_S• 2_S. 2'_S' 19'_2• LAV I I I I LAV I I LgLAV 3'2' LAV � 3 UK" TU 9' LAY iv w = SNUAQ PAN O O • PT. OPT. 2 VTR 3. J ~ 3. 2 WC 2. O Q • 2'-10' 9 WASHE 3' 3' 3• OHM 3' _2. KITCHEN SINK W/ AAVI n VTR PAN I o J i 2. TillMAIN (a LAY 3' 3' i0 H u � 3 2' 2' 9' Co WC SHWR � �9 co TO - PLUMBING RISER DIAGRAM SECOND FLOOR PLUMBING PLAN SCALE: 114 • 1'-0' FIRST FLOOR PLUMBING PLAN SCALE, 1/4 . 1'-0' 1441 N. RONALD RFAGAN BL LONGWOOD, FL 32750 PH: 407-7744S078 FAX 407-7744078 www.abdosWgroup.com L AA 8: 0003325 Q - mommomm"IN BUDDiv. ae Loom ABBOTT PARK LOT ##44 BLK ##9 PROJEp 04181.00CT0-44093 MODELa 3EFB "2447- ROBIE" oAVAOE DWING: LEFT PAGE: PLUMBING PLANS 160 MPH EXP. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL DE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FA6 4 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 NFPA 9OA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTANING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20M) 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. 9 ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PI MM_ „ AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES AIR - - - -- 1 E VAP. EXTERIOR WALL b 3/4' PVC CONDENSATE DRAIN LINE d PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO RETURN C0NDENSNG WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN / LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PAS6-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON LLD ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO WIT W/ (2) 18XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL /� FIN. FLOOR COWTERSUW, BRONZE FL. PL. / OR WALL C.O. PLUG BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.v:C OPTI/BPEC FLOOR SLAB CLEAN -OUT (TYPE FIN. GRADE OR PAVING SEE SPEC. 1'-8'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN -OUT (TYPE FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' i441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA N: 0003325 S !;dLo l avaaty as LOT: ABBOTT PARK LOT ##44 BLK ##9 PUROJECT/11 04181.000-44093 MODEU 3EFB "2447- ROBIE" GARAGE OWING: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C DATE, 11/25/19 SCALE: 1/4• = 1'-0• SKEET M1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALT. BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 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 NFPA WA 2-31 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER 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 (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 6E MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAIGE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . 1'-0' FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA 8: 0003325 ul AN afi 8 avna:v +k I.oT: ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00t 44093 MODEIa 3EFB "2447— ROBIE" GARAGE 9WING: LEFT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C rpaAmT 11/25/19 9CAI.E: 1/4" 1'-o" sI;EET M2 2X4 TOP PLATE PRE -FAD TRUSS 1/2' CLG. DOARD V/' DRYWALL THY' 2X4 WOOD STUDS •24' or_ SLAD FIN. FLR oluvt) IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN Ib' O.C. OR, NOT LESS THAN 2xb, WHERE SPACED NOT MORE THAN 24' O.C. (I)TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-V' FIDER3LA88 SHINGLES, OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON I' O.S.B. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE PRE-ENG TRUSS 2x FASCIA PER ELEVATION& VENTED SOFFIT 12 e 0/8' GYPSUM Di OR I/2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ !U- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS _2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'II'-0' \—SEE ENERGY CODE FORMS 7 INSULATION R-VALUES . REFERENCE STRUCTURAL . 0, PER ELEVATION TYP. O.H. R-4.1 INSULATION —� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS FIDERGLASS SHNOLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.1.1 ON J' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL M. DRIP EDGE PRE-ENG TRUSS 2x FASCIA PER ELEVATIONS VENTED SOFFIT No 891E k r'vc w-mw Rxv am L1• P 6111 rornnLw. ow MAN �� �en•oIu row°um, eAw ra ,uo •1w Arurur B GAS LINE THRU BLOCK vr.re FIBERSALASB SHINGLES OVER -30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90&U.i ON i' ObB. SHEATHING OR J}' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 11-m. TYP. MTL. DRIP EDGE CA 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRL188 WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS N' THM 2 COAT - RaWLAWD CB7@R FI.A•TM AFFLR!D 0II89C7Lr TO ?"GawY Rao m MYuu. TRACIc L r er •r r FAMNIM TO ROOM TRACK aRAaaro w FRCp cr AFFROVAL IWa s GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' 2x 15LOCKMG BETWEEN TRUSSES PER STRUCTURAL DETAILS --\ STIFFSACK AT ALL UPRICd4 PER STRUCTURAL DETAILS PRE-ENG WD. TRUSS CONT. 2x RAT RAJ SECURED PERZ STRUCTURAL DETAILS, SEE ENERGY CODE FORM" FOR INSULATION R-VALUES PER ELEVATION \ &/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD D TO FLL raR ti Ina eT1- 1 ALL FIBER3L-ASS SHMW ES OVER 630 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J} O.Sa 614EATHNG OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. M. DRIP EDGE oH. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED N�--2x P.T. SECURED PER STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE WINDOW ATTACI4'1E11 T AS PER PORTLAND CEMENT STRUCTURAL MANUFACTURES SPECIFICATIONSPLASTER APPLIED REFERENCE DIRECTLY TO MASONRY Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' O.C. IA' THICK, 2 COAT PORTLAND Ix2 P.T. FURRNG &' CMU CEMENT PLASTER APPLIED a •BD. 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY I/U' THICK, 7 COAT GYP. UJL.STRIPS CEMENT PLASTER APPLIED 1/2' GYP. WL. BD. PORTLAND M C DIRECTLY TO MASONRY WOOD BASE PLASTER AppLEp WOOD BABE DIRECTLY TO MASONRY 0'-0' FIN. FL R. — — 0'-0' FIK FLR 0'-0' FIN. FLR _ 0'-0' FIN. FLR a. C cm n W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL s )OLAAYERIUNDERLAYMENT SYSTEM D1 SCALE, 3/4'.r-®' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D bi5'1 I n W/ WINDOW OPENING r TYP. WALL SECTION B NO OPENING �1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-O' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7744078 FAX: 407-774A078 www.abdaalgngroup.com AA N: 0003325 r $ 5 AN • Ea g aUODM S. L,OT ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00- 44093 MODEL& 3EFB "2447— ROBIE" GARAQZ awtxa: LEFT PAGE: DETAIL 160 MPH Ey. C J. A FIDERGLAS6 SHINGLES FIBERGLA66 SHINGLES OVER 030 FELT PAPER OVER "30 PELT PAPER OR SYNTHETIC OR 6YNTHETIC PRODUCT, INSTALLED 12 PRODUCT, INSTALLED PER SECTION Rw5JJ b PER SECTION RW5.IJ ON J' O.SJD. 614EATHING ON }' 0.6,15. SHEATHING OR;' CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG WD. TRU66 PRE-ENG WD. TIMM — 24. O C. MAX. LEVATIGN 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE INSULATION PER ENERGY CODE FORT 2x FASCIA PER—/ 2x FASCIA PER ELEVATIONS m. O.N. b/8' GYPBII'I BOARD ELEVATIONS TYP. OR 1 BOARDSTRENGTH / VENTED VENTED ix2 FIRE -STOP SOFFIT SOFFIT ( -4.1 INSUL. REFERENCE—/ REFERENCE STRUCTURAL ATTACHMENT WINDOW ATTACH STCTURAL RU AS PER MANUFACTURES Q SPECIFICATIONS w LLI IV 1/2' THICK, 2 COATS PORTLAND CEMENT FERENCE PLASTER APPLIED STRUCTURAL DIRECTLY TO MASONRY 3/4' T 4 G SUBFLOOR GLUED 4 SECURED 1//' THICK, 2 COATS AS PER NAILING PORTLAND CEMENT m SCHEDULE ON SHEET PLASTER APPLIED SNL DIRECTLY TO w v MASONRY "krER IX2 FIRE -STOP TELEVATION DO FIRE -STOP—' SEE STRUCTURAL — SEE 6TRUCTURAL R LEv TION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD E - -TION � LEv IX2 FIRE -STOP -- DO FIRE -STOP, R-41 INSUL f � � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 1/2' THICK, 2 COAT (—REFERENCE STRUCTURAL. 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED ix2 P.T. �1W' PLASTER APPLIED DIRECTLY TO STRIPS • 24' OZ. DIRECTLY TO MASONRY v CMLI MASONRY 1/2' GYP. IL. BD. WOOD BABE IX2 FIRE -STOP IX2 PIPE -STOP-� W/ WINDOW OPENING 1,-m. CA w 9 Q w w R-30 INSULATION PER ENERGY CODE F'01111M. 0/6, GYPSUM BOARD OR 1/2' 144" STRENGTH CLG.DOARD Ix2 FIRE -STOP R-4.1 INSUL. 3/4' T 4 G SUBFLOOR GLUED 4 6ECURED AS PER NAILING SCHEDULE ON SHEET SNI. R LIEVATION R L Y ION b/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4.1 INSUL. ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU I/2' GYP. WL. BD. WOOD BASE l 1 WITHOUT WINDOW OPENING FIRST FLOOR BLOCK FLOOR BLOCK 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7744078 wwwAbdosigngroup.com AA N: 0003326 ru S 3 [A', vsa:v ae L0 BOTT PARK LOT #44 BLK #9 ROJECT 4181.00� 44093 3EFB 2447—ROBIE" ARACE EWING: LEFT PACE: DETAILS 160 MPH EXP. C f11/25/19 ALE: 1/4• = 1'-o' E D 2 rS 4' EMOEGN oNT MN Y FRCM PLOOR TO Ow ■— E-- �mwEl ®I \I // I Is 2X4. GARAGE DOOR BWCK W/ (S) N )j'XS' A-MOI-TS 4' WIMDMENT MIN W/ 2'X270(, WASFlR AND N4T !PACED EVEN.Y N•OM R.00R TO GARAGE DOOR HDR N JOINTS PRIOR TO RLLNG. 1-2X6 PT BLOCK • CANTER OF ® DOOR HEADER WRU)1')W J-DOLTS 4' 015M MWT Wr 2'X2-W WASHER AND NIT. ®�gffl OEN TO imr MANWPACTIA4ER'S INSTALLATION iINSTRUCTIONS WIRE SWCH NSTRUCTI" ARE MOM STRINGENT GAGE DOOR 'BUCK ATTACHMENT vlar-r 8' cm )6' DRYWALL 1'X4. OR 1'X2' P.T. NAILER Ix4 P.T. OR V4*X4' MIN. SECURE TWRIU FRAME 4 EXTEND I -All INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .445 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y; WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING \ DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3 4 OR +6 4 WINDOW TO BLOCK +3/ OR +6/ " SCALE, KTA. 2X4,m SECURE TO BLOCK W/ 1X.' TAPCONS (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14 ) WITHIN 8' OF EACH END 4 WS' OC. MAX SPACING. 2X6:m SECURE TO BLOCK W1(2) V TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE -I= MIN. EMBEDMENT 14f)WITHIN W OF EACH END 4 18' 8' CMU OC. MAX SPACING. J4' DRYWALL 2XB,m I'X4' OR PX2' P.T. NAILER SECURE TO BLOCK W/(2) CASING 1b' TAPCONB (MINI 814AN K SIZE J45 MIN. HEAD 812E 300 MM. DOOR JAMB OR WINDOW EMBEDMENT I Y;) WITHIN ATTACH TO 2X PER 8' OF EACH END 4 16' MANUFACTURES DETAILS. orMAX SPACING. 2X4= SECURE TO BLOCK W/ 1Vo' TAPCONS (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0,e) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/(2) i(•' I)(•' TAPCONS (MIN. 8HIANK TApCC MINE I -AL MN I SIZE .145 MIN. HEAD SIZE T EMBEDMENT INTO BLOCK EMBED 300 MIN. EMBEDMENT I Y; ) . CN8.1 WITHIN 8' OF EACH END 4 DRYWALL WS' O.C. MAX BPAGMCG. �r:%4'OR I'X2' P.T. NAILER 2XS.s SECURE TO BLOCK W/(2) )(4,' OAB. X 4' MIN. %- TAPCONS (MIN. SHAWL SIZE .148 MIN. HEAD SIZE DOOR CARING '400 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y;) DOOR JAMB TO BLACK +1-1k1� 0 C SCALE, KT.S. BLACK +1-16/ 8 2X4,m SECURE TO BLOCK [IV TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 B' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/(2) NON-STRUCTURAL V V.' TAPCON8 (MIN. TAPCON MIN. 1-Y; SHAWL SIZE J45 MIN, EMBEDMENT INTO BLOCK HEAD SIZE 300 MINI EMBEDMENT I Y;) WITHIN 8. CM OF EACH END 4 IS' DRYWALL OC. MAX SPACING. 2X8m PX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/(2) OOR CASING 1)(�' TAPCONB (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 44 ATTACH TO 2X PER 18' OC. MAX SPACING. MANUFACTURES DETAILS. 2X4= y SECURE TO BLOCK W/ 1ry' TAPC0NO (MIN. SHANK SIZE J43 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6m SECURE TO BLOCK W/(2) V TAPCONS (MIN. SHAWL SIZE 145 MM. HEAD SIZE NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL' TAPCON MN. I Y; EMBEDMENT INTO BLOCK 300 CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN W OF EACH END 4 'X4' OR I'X2' P.T. NAILER ID'Or- MAX SPACNG. 2XBm SECURE TO BLOCK W02) 1)(`' TAPCONS (MIN. SHANK DOOR CASING SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Y;) WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IV OC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3' E 19KOlf TO BLOCK +3" E, N.T.S. 2X4m SECURE TO BLOCK W/ V(- TAPCONS (MIN. SHANK SIZE J48 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y; ) WITHIN W OF EACH END 4 16' OC. MAX SPACING. 2X6m SECURE TO BLOCK W/(2) V*' TAPCONB(MIN. SHANK 812E J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X8:ma SECURE TO BLOCK IWO)1)(4' TAPCONBIMIK SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y;) WITHIN 8. OF EACH END 4 18' OC. MAX SPACING NOTE, SWIM AS NEEDED TO PLUMB JAM ES (DO NOT EXCEED AV NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)4') NOTE. DOOR JAMB TO BLACK +1-1 2' DOOR JAMB TO BLACK +2 ��4' /n1 1/WD0W TO BLOCK +1-1 " r1 WELDOW TO BLOCK +2 1%4" " 60ALE, N.T.S.D E, KTA. NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2J(•' TAPCON MIN. 1-4, EMBEDMENT INTO BLOCK aH' crlu K' DRYWALL i'X4' OR I'X2' P.T. NAILER ND 2X SECURE TO STRUCTURAL MEMBER W/(2A2d WITHIN W OF EACH END 4 6' TO 8' OC. MAX CAGM DOOR JAMB OR WINDOW TTACH TO 2X PER MANUFACTURES DETAILS. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLACK +3' F +' ALE, N.TA. I TO BLOCK 2X4® SECURE TO BLOCK W 4 TAPCONS(MM, SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X WS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 SECURED THROUGH 2X6,m NON-STRUCTURAL W SECURE TO BLOCK W/(2) TAPCON MIN. I-Y; 1/4' TAPCOwMIN. BHANC EMIDEDMENT INTO BLOCK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I , CM U Y;) WITHIN 6' OF EACH END 4 W O.C. MAX DRYWALL SPACING; 'X4' OR I'X2' P.T. NAILER 2X84ao ❑ SECURE TO BLOCK W/(2) Yo' OAJ5. X 4' MIN. I/4' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE DOOR CARNG 300 MIN. EMBEDMENT I Y;) WITHIN 8' OF EACH END 4 DOOR JAMS OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. ,IOI6 4,F M N4•m ro IW�.,GI� f00 NIT o,c� Y) DOOR JAMB TO BLACK +3-7/18' G WINDOW LACK +3-7 16" E, N.T . 2X4,m SECURE TO BLOCK WN; TAPCONS (MIN, SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT OW) ) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. NOTE: STRUCTURAL- 2X MUST BE ON OUTSIDE 4 SECURED THROUGH 2X6m NON-STRUCTURAL 14' SECURE TO BLOCK W/(2) TAPCON MIN. I-Y; 1/4' TAPCONS (MIN. EMBEDMENT INTO BLOCK SHANK SIZE J45 MIN. HEAD SIZE -%M MIN. EMBEDMENT I Y;) WITHIN B' CM 8' OF EACH END 4 18' V DRYWALL OC. MAX SPACING. PX4' OR I'X2' P.T. NAILER 2X8� SECURE TO BLOCK W/(2) ' P.T. X 4' MIN. 1/4' TAPCONB lMM. 8HAI•K CASING SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IW OC. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLOCK +3 3/4' /-cr\ 11'INDOR ''` SCALE, N.TA. TO LACK + 3/4" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32760 PH:407-7744078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 000332E 04 • 5 r Q Q L p Ibl 1�� 9 e el I III a MO sUDDIV. ea r oT ABBOTT PARK LOT #44 BLK #9 PROJRJCT 04181.00- 44093 1M ODEft4 3EFB "2447-ROBIE" GARAGE OWING: LEFT PAGO: DETAILS k.160 MPH EXP. C .r FiCLAW A, ABOUCHAM L AR NO 93M _ J DawT A 11/25/19 OCAL.E: 1/4' = P-0' sklE r 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 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL37676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 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 1S07&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 S684.3 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 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE:10/11/2019 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 wwwabdesigngroup.com L AA M. 0003325 I 19 BLMDrV. de LOT. ABBOTT PARK LOT #44 BLK #9 PROJECT# 04181.000-4 093 MODETA 3EFB "2447- ROBIE" GAKAGE 8WING: LEFT PAGE PRODUCT APPROVAL LISTING 160 MPH EXP, C n PREFORMED CONTROL JOINT PLAIYJE OF CONTROL JOINTS TO BE WRED TIED TO LATH • S' O)S. MAX (VERTA NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN P 6TUD EXISTS BETOND EXCEPT 6TAPLO W) Ii' LEG MAY W USED TO TEMP SEOWIE CONTROL JOINT DURING INSTALLATION —� FA6TMIR6 TO BE SPACED • 1' Dr- MAX VERTICALLY �' TMIOC 3 COAT CEMENTPLASTER UNEH LAYER 4, POWIIRBER dNLDNG PAPER APPROVED METAL LATH FASTENED *1' (VERTJ OG MAX AT 61A"PORTS UPS LAYER 9, STUCCO UAiAP WOOD SMAT14NO LATH SMALL NOT = CONTINUOUS r To r t1 r ro.• TMROUGM CONTROL, \ JOINTS SUT SHALL Be STOPPED AND TIED AT EACH SIDE. PR12NDE 2X4 BLOCWPYs PER ASTM CIO6D 1JD'L'4 PLACED FLAT MAX 6' TO V Now,\ FROM CONTROL. JOINT 04EN CONTROL JOINT FALLS ON / 671M)OTURAL 6ND FASTENERS S FOR LATH TO Be NAILS O\R ` i STAPLES N COMPLIANCE UV ASTM CI063 2. W111E TIES TOM (NO. I6) VA41I' WIRE / A SLOCKING 6MOM MAY BE N ADDITI \ TO WALL STUDS REMP1ED PER PLAN / OLPOLD aNIWO.Pr.A OLPOLo a6W0 Pf. A a. cIRM6 . FT.6 qMA11 • FT.O OLP0L0a4W@V.PT,A L i#AN . PT. 5 Pao N ® l Iq.D 16MIt0 . FT. A a. CpvLA 6 . Pr. E 1 QMAN . Pr. O 4 FOLD FT. C OVER Pt. 6 TLL FT. c TOY6N OOrTOl9 FLAMES r� r 6or,a, "JN0' wT6R Twrr ISAL FOLD. nQ Imp. a6rALL xacwaur AT EOROII Q IaOOF � pIOYICTICT.T APPROVED BUILDING uwAr SMALL Be LAPPED A MNIfLM OF 6' • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS. ALL SCAB NEED TO BE TAPED WITH FORTMR SMEATMNG TAPE � / r na. LAF • narAL LATR \ LATH VERTICAL LAP TO BE 1- IT META. LATH WM LAYER M, STUCCO WRAP n wLA2W q4LY / URD LAYER 9, PORTI OM 410.1LOINIS PAPER I 2 NPAPER. eCALErIVY,PLAO' E Q KIC KO UT DETAIL SIDE LNM OF META. PLASTER DAMS SMALL BE SECURED TO PRAMING MEMBERS. THEY SMALL BE TIED BETUESN SUPF011176 WITH CAr415-N (I31-MM) WISE AT INTERVALS NOT MOTE THAN S' (2211-MU. AS PER A67M CIOSS 161 FOR REPAIR OF TEARS N MIND LAYERS, TEARS MAY BE PATCHED UMWO" WRAP TAPE PER MIA w SPEC. OR PEEL 4 STICK WOOD "All BUILDI PARP STUCOI il' TI41OC S COAT CEMENT PLASTER METAL LATH URD LAYER 4. FORTPIEER BUILDING PAPER UM LAYER 4, STUCCO WtIAP WOOD SHEATHING OR CMU WR5 LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • LAP WRB 4 TAPE OVER R[X1FAllA11 N+1_I?FFA Z 5'X5' 'L' TYPE CONTINUOUS F Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) c+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING- N.T.S. MAP MATERIAL) OVER APPROVED MOM WRAP. FLAW Q To E)AMWD ONTO PIPE I' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE SELP-ADIlRING MEMDRAVE —1 FLA6MPI0. STEP 01 INSTALL PASTEMERS (CLIP6, STRAPS. STAPLES) A6 — RECLURED TO SlCUR! PIPE) WIRE TO FRAMMG N.T.S. 6'x6' SELF-ADMER M6 MEMBRANE �FLASNINS (COM PATIELE LLV MOUSE UIMP MATERIAL) OVER 4'x4' SELF-A7NEMiG MEMISRAHE FLAMING OVER APPROVED MOUSE UAlAP. l4ASMNG TO EXTEND oNTO PIPE ���p 02 CUT AND OVERLAP ONE SIDE OF STEP R46MADFlRRIG MB"R1RA'E am LAYER 9, 6TUQC0 ~ UM LATER 9. PORTPISER SUILDING PAPER METAL LATH 6' e6' SELP-AD ERING MEMSRAE PLASMNG OVER 4'x4' SELP-ADHERNG McM1eRArE PLAGRING OVER APPROVEp 4'x4' KELP-ADIAIRNG MEMBRANE PL AGWNG OVER APPROVED MOUSE UAIM. PLASMNG TO []efMID ONTO PIPE "' f%' CENT. BEAD OF SEALANT INSTALL APPROVED MOUSE~ AIR ELASTOMERIC C0ATNO OVER STUCCO) C.V. FNISM (60 TYR WALL SECTION) SECTION PER SECTION RM F.tdatlar Ylllltla and am@Wkw Exwtla use o1 p"" wnwnt plaster WWI a ply with the epplkation mqukenwnta of ASTM C 926-12A. Imtellatlon of exterior WWII and 9arwtg shall wmply with ASTM C 1063-12A. r-vWd�►iird1* I - o •J DRAINAGE PLANE (WR5 LATER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — M — M _ M 5UILDING PAPER) METAL LATH x—x—x—x STUCCO I: .�I SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM C-841-0% MIN, 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7741S078 FAX: 407-7744078 wwwAbde61gngmup.com AA 6: 0003325 I Q qJ aUNDIV. & LOT ABBOTT PARK LOT #44 BLK #9 PI%OJMCT* 04181.000-4409 MODMIe 3EFB "2447— ROBIE" OA tAGE OWING: LEFT PACE:: WALL ASSEMBLY DETAILS 160 MPH EXP. C L AR NO 913723 i DATZC:TZ: 11/25/19 SCALJC: 1/4" = 1'-0" WA1 BACKER ROD BACKER ROD W!B LAYER 9, AM 1r u~ INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDEM) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. f}EdIAIINCE OF FLASHING TO BE, 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP 16 TO DE SET IN DED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NCN-MOVABLE FRAME AND STUCCO AALLL SIDE&Ys' CAULKNG • JOINT PER SECTION R703.7 EAwlor WNm and oles uft 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 l' THICK 3 COAT CEMENT PLASTER METAL LATH UIRD LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 42, FORTIFIBER 15UILDNG PAPER WOOD — O"IUCTION —METAL LATH 6' Chu VINYL CA611,1G DEAD W RAISED BAND X, TP 6xmo� ,, 6' Mon STNP GULF ADNE6IVE FLASHING, CLEAN MASONRY BEFORE APPLYNG Z FLAOWNG 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 SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANLF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE— PLA614NG INSTALL PER MANUF. SPEC&) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE, N.T.S. ELEC. METED VERIFY LO ,WICCA It.., IRCC+Cf VC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHIW-s WRB LAYER 01, STUCCO WRAP WRB LAYER W2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER Y6' TO Ye'MID-WALL WEEP SCREED V SELF-ADHESIVE FLASHING WOOD FRAMED �� ' ' WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIRE, LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING LAYER 9, STUCCO WRAP Re LAYER 4, FORTFfBER BUILDING PAPER METAL LATH wow , TEXTURED CONSTItlICTION Y—FNIS14 0 WOO FASTEN TO WOOD STRIOTURAL k MEMBER • 1'Or_ MAX s• eMu za UV * X, Nfi WALL CLEAN PPLYNG ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED W IS LAYER 9 STEP 02 WRB LAYER 9, STUCCO WRAP APPLY 60 MIN GRADE 'D' FELT ® MEMBRANERING MEMBRANE FLASHING rLA OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP Web LAYER 02, POWIF15ER BUILDING PAPER STEP 04 '-- ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-7744078 www.abdoeigngroup.com L AA ff: 0003325 J U s MUBDM & LOT ABBOTT PARK LOT #44 BLK #9 PROJECT* 04181.000-44093 MODEL: 3EFB "2447-ROBIE" OARAOE aIIINO: LEFT PAOE: WALL ASSEMBLY DETAILS 160 MPH EXP. C r AFXA-FTEM -1 DA 11/25/10 9CALE: 1/4* = 1'-o' aFIEET WA2 WOOD 6HEATHING EXT. WOOD FRWALL LL COLUMN 614EATWNG WRIS LAYER 01, WEATHER RE616TIVE STUCCO WRAP BUD -FLOOR DECKING BARRIER •I WOOD WRB LAYER 4, FORTIFIBER RINI6H LAYER C2 LAYER 3' X 3' 26 GA GALV. WEA DER RESISTIVE CONSTRUCTION PAPER PRE-ENG'D TRJ68 PEEL A STICK) PEEL METAL DRIP EDGE SET N FULL BED OF BARRIER 4 Il'i HAT CHANNEL ;' THICK, 3 COAT CEMENT 'X' PLASTER WEATHER RESISTIVE BARRIER -1 *'FEEL SEALANT,x' MIN. SPACE - i' BAP. \ WAR' TYPE DRYWALL STICK • DRIP FROM DRIP �Q PEEL A STIPK W SAF. • TOP OF WEEP SCREED WEATHER RESISTIVE EDGE TO FACE TO TREX 11(:'x3' 'L' FLASHING - TO SHEATHING BEHIND WEEP SCREED �MOOED BARRIER 4 f DECK FULLY `t 4' POORTIVE DRAIN J' THICK 3 COAT CEMEN IES R F CEMENT IN ROOF CEMENT WOOD SHEATHING , nseo ars•En — - --- PLASTER IN X 9' 26 GA. GALV. ` METAL LATH YW GAP FOR BACKER METAL DRIP EDGE WRB LAYER Oil i `� STUCCO WRAP J - \ WOOD SHEATHING— I x'XI'Yi P.T. OR SIMULATED ROD 4 SEALANT GET IN FULL BED OF Yi GAP FOR BACKER SEALANT,x' MIN. i' THICK 3 COAT CEMENT WOOD (TREX) FILLER ROD 4 SEALANT VINYL CASING BEAD SPACE FROM DRIP PLASTER CONTINUOUS •� FACE TO TREX WEATHER RESISTIVE i' SELF-ADHEREING AM66-WIiUC•1G® CUGTOM CdGIN� WATER PROOFING bl WEATHER RESISTIVE VINYL AGING BEAD : BARRIER M AQ r 'I D •;':I TOP OF WEEP SCREED _ GRADE LAYER (2 LAYER PEEL t g BARRIER M WEATHER M96167CVE r TO SHEATHING DRY WALL STICK) WRAPPED FROM ..:. BALCONY DECK TO ..w� BARRIER 02 WEATHER RE816TIVE WATER PROOFING I.I.I.I.CELOW 4 BARRIER LAYER (2 LAYER PEEL "�' EXTERIOR COLUMN WRB LAYER @I, 4' POSITIVE DRAM THICK 3 COAT CEMENT CANTILEVER M•R••"•'•"' 4 STICK) ...r"001�'•A. °'a,M'� COLUMN 6HEATHIN04 ` STUCCO WRAP WEEP GGREED PLASTER i' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP PEEL s 8TI "�., r WR8 LAYER -2, FORTIFI6ER MO GAP M FIELD VINYL C�esaG eEm 8UD FLOOR EDGE xt x3"L' FLASHING r I BUILDING PAPER m (BHIOUN FOR CLARIFICATION OF ®® FULLY EMBEDDED M SEPARATE ACCE86ORIE6 ONLY) METAL DRIPDGEV ® ROOF CEMENT SELF-ADHEREMG WPM (�' i FLASHING WRAPPED 1 x'XI 8♦' P.T. OR SIMULATE SET IN FULL BED OF SEALANT, x' MIN SPACE FROM DRIP i x' X 9. 2i GA GAL V. PETAL DRIP EDGE STUCCO WRAP ` .a i •CORNER OF CANTILEVER WOOD (TREX) FILLER CONTIMIOUB FACE TO TREX I x'XI x' P.T. OR SIMULATED SET 1N RILL BED OF (DRIP AMIGO AM66.WRIC-1G0 see wr.�e:Dn�M 172 - ----- V GAP FOR DACKE UIOOD (TREX) FILLER CONTINUOUS SPACE FROOM CUBTOM CASING BEAD ROD 41 SEALANT WATER PROOFNG Ist FACE TO TREx Ys' GAP FOR SEALANT VINYL QAww- BEAD - _ FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 OPT. BACKER ROD. PEEL STICK) STICK) WRAPPED FROM WATER PROOFING lot MODIFIED °m GAP IN FIELD CANTILEVER DRIP 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL s (SHOWFOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EDGE HAT CHANNEL CANTILEVER i' THICK 3 COAT CEMENT PLASTER 3/4 RESILIENT STICK) WRAPPED FROM HAT C14AMIEL BALCONY DECK TO VINYL GAGING BEm CANTILEVER CASING BEAD METAL LATH i' T14M 3 COAT CEMENT 1 A DTL. ® CANT. Ste' TYPEDRYWALL LLVTEX'fUI�D 4 PAINTED WOOD SHEATH WEATHER RESISTIVE PLASTER S/8' TYPE 'X' DRYWALL METAL LATH SCALE: I I/2'•I'-�' LEGEND FINISH BARRIER 'IWEATHER 1 PAINTED RE616TIVE FIN WOOD SHEATHING. }' THICK 3 COAT CEMENT DARRIER 4 DRAINAGE PLANE (WRB PLASTER 4 POSITIVE DRAIN WEED aroam ;' THICK, 9 COAT CEMENT 4' POSITIVE DRAM WsEP w al NOTE: vINYI Pl1CnIRo BEAD — PLASTER — METAL LATH: LATH TO BE PER SECTION � ^ LATER MI, STUCCO WRAP) VINYL GAGING BEAD No GAP M FIELD P M FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY Ri03.1I / ASTM C-84-1-0% MIN, 2.5 LBS. WRB LAYER "2 (FORTIFIBER - - -.- - SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP 11 EDGE INSTALLATION BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN LATH 20ES NOT MEET SPECIFICATIONS) METAL LATH x-x-x-x (W/"L" FLASHING) STUCCO ` WOOD SHEATHING SCALE: NTS WOOD CONSTRUCTION RESISTIVE BARRIER� WOOD SHEATHING 2x FRAMIWx MEMBER WRB LAYER 1, STUCCO WRAP 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 52 THICK, 3 COAT CEMENT WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - PLASTER VNYL CAGING BEAD WRB LAYER 4, FORTIFIBER T1411GG 3 COAT CEMENT BUILDINIG PAPER PLASTER 2 1/2' CORNER BEAD WRB LAYER 01,W/TEXTURED B/6' TYPE 'X' DRYWALL METAL LATH FASTENED TO SHEATHI'1 NR's ME LATH METAL L s ,� :, STUCCO WRAP 4 PAINTED WROOD SHEATHING ®' O.C. MAX. FINISH. a' THICK 3 GOAT CEMENT . ? I WRB LAYER F2, FORTIFIBER THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER PLASTER. N BUILDING PAPER WRB LAYER 01, 6'SELF-ADHERING METAL LATH VINYL CORNER BEAD 4' POSITIVE DRAM WEEP SCREED ;'� STUCCO WRAP FLASHING:' '-; !I (EXPLODED J' THICK 3 COAT CEMENT VINYL CASING BEAD NO GAP IN FIELD WOOD SHEATHING EW FOR PLASTER (SHOWN FOR CLARIFICATION OF _ 'I CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP 11D DRIP EDGE WRB LAYER ►2, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE WOOD CONSTRUCITCN WEATHER RESISTIVE BARRIER -1 WEATHER F E616TIVE BARRIER 4 VINYL CASING BEAD i' THICK 3 COAT CEMENT PLASTER 6/6' TYPE 'X' DRYWALL METAL LATH W/rEXTURED 'I PAINTED WOOD SHEATHING RMIBH i' THICK 3 COAT CEMENT HEADER/BEAM PLASTER VINYL CORNER BEAD YILr?'I- C'ORP_ 4' POSITIVE DRAM WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D_RIP IGE .NSTALLATION 14A CORNER BEAD C6) FRAME �21/2,� CORNER BEAD (FASTENER 4 SPACING R 1' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � 7�\CORNER BEAD � BLOCK WRB'LAYER h, STUCCQ, WRAP WRB LAYER "2, FORTIFIBER ' BUILDING PAPER METAL LATH i' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP —� WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774.4078 wwwabdeslgngroup.com AA N: 0003326 ul 1.1-3 SUDDM ac XOT: ABBOTT PARK LOT #44 BLK #9 Pl�JECT* 04181.000-44093 WODW.0 3EFB "2447- ROBIE" GAP-AGIC DWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 11/25/19 BICALIRI: 1/4' = 1'-0' 8*V=T WA3 Y: GAP TYP J' THICK, 3 COAT CEMENT WOOD SHEATHING CASING BEAD PLASTER r IX TRIM MEMBER TO TRIM METAL LATH WRB LAYER 51, STUCCO TO STUCCO WRAP SIDING TRANSITION WPM LAYER 92, FORTIFIBER WOOD SHEATHING BUILDMG PAPER SIDING UMLAYER 4, FORTIFISER UK= SHEATHING ; BUILDING PAPER i i'- t, i WRB LAYER "I, ` STUCCO WRAP METAL LATH i 01, J' THICK, 3 COAT CEMENT WRB LAYER •2, FORTIF15ER STUCCO LAYER76' STUCCO LAYER P PLASTER 1 BUILDING PAPER STUCCOueeAP r 6'SELF-ADHERING I , I METAL LATH ASING BEAD FLASHING F-ADHEREING VINYL ANGLED EXPLODED �� THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO k CASING BEAD DRIP CAP (CROSS SECTION) WINDOW FLANGE � LAYERP VINYL ANGLED ! wow BEYONDTRIlCTION UIOOD SHEATHMG w!ATHER RESISnvE WRB LAYER 02, FORTIFIBER BANNER 4 BUILD\ PAPER' i URATMTHERIER NESISTIVE METAL LATH X?lpj 61°MG PLASHINIS i' THICK, 3 COAT CEMENT ' • e6LF"' I a PLASTER f: PLA04MG s `� 1 � BANNER �asnve 6'SELF-ADHERING STARTER STRIP / \\ \\ DAAl EM I•N SISTIVE FLASHING `.; I I \��' FSLAESeHRq GALV'D METAL DRIP CAP GAL�VV METAL- 'z' RAeHaO cot Ux . am ED WINDOW FLANGE TRIM MIft CASING BEAD ® WINDOW �/ ,°"� R 15C (FRAME, W/BAND) `,�\ { , OR„� �,T SIDING TO STUCCO ® BLOCK TO FRAME WOOD SHEATHING 9 TRANSITION METAL LATH NOTE: METAL LATH: LATH TO BE PER SECTION WRB LAYER 01, RV03.11 / ASTM C-84-1-09, MIN. 25 LBS. STUCCO WRAP WOOD SHEATHING PER Sa YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 02, FORTIP15ER ; BUILDING PAPER WOW CONSTRlGTm— UJRB LATER "I, THICK, 3 COAT CEMENT ; STUCCO WRAP WOWS MATWINS IIIIIII+ Wa VE-- PLASTER ' BA1°NER' MATHEER INESISTWE —� WRB LAYER 02, FORTIFIBER MlsJr °m— ANGLED BUILDING PAPER VINYL CASING BEAD METAL LATH STARTER STRIP-- VINYL CASING BEAD '. THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTERS CLARITY) ;Iifboo`TRai eIE°R CASING BEAD C9) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = V -0' IR-Aswm HERa+m MBARNERWEATWEN I of m OF Ir \I� SIDING TO STUCCO `W ® FRAME TO FRAME B 19 TRANSITION SEALANT WINL 2X FRAMING MEMBER WEATHER RESISTIVE \ BANNER 9 TO LAP •' MN ABOVE TOP 1 OF 'r FLASHING �-UEATHN! RESISTIVE BANNER �-WEATHER RESISTIVE / BANNER 7 GALV'D METAL ,z' FLASHING 1PMOTIVE KE) PVC I'ESIenvE THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER a2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/fib' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER b' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY )'a' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER`.` SEALANT TO WINDOW METAL LATH \ I WRB LAYER 02, FORTIFIBER ; BUILDING PAPER WINDOW FRAME , WOOD SHEATHING i I I I WRB LAYER "I, I STUCCO WRAP I h' WIDE PEEL 4 STICK 7E-Z OVER FLANGE ; WINDOW FLANGE 1 BEAD VINYL CASING j 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdealgngroup.com AA �: 000aa25 8 J 5 I lei fA stmDly. aBBOTT PARK LOT #44 BLK #9 Plton=T# 04181.000-44093 MODRU 3EFB "2447—ROBIE" 0A6RAQs OWEIM: LEFT 1 PAOIC: WALL ASSEMBLY DETAILS 160 MPH EXP. C IDET 0 a TM 11/25/19 sCAI.s: I/,V = 1'-0' N*ErIZT WA4 of 2X6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE !d\ 1\ 1/8' TEXTURED i \ FINISH • WOOD \\ 1/2' TEXTURED \ FINISH A CMU / \\ METAL FASCIA \\ WRAP V FROM \ STUCCO, I' FROM \\ WOOD WALL \ "—EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY 11 ®ELEVATION 1/8, TEXTURED FINISH • WOOD, - 1/1' TEXTURED FINISH • CMU x . METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x� OR CMU x x x x x x WRD LAYER 61, STUCCO WRAP(FRAME ONLY) x x x x X X X x x x X x WRS LAYER 42, FORTIFIBER x x x x x x x x x x x x x CIIILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x � FRAME OR CMU 7X6 SUd RAND � RODFINis CEMENT x x x x x x x x x x x J 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 METAL KICK our x x x x x x x x X X x x X (REFERENCE POINT ©PL A� I I �l ONLY OR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (IBEYOND) `\ DRIP EDGE, I' OFF WALL NOT INTO STUCCO) '1/8' TEXTURED FINISH e / WOOD, 1/2' TEXTURED FINISH a CMU \ 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL SUB BAND DETAIL ® WALL .3• METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND Wl%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY x xxx x x x x�4 x x x x x x x x x x x x x x x x x X X x % X x X x x x x x x x x x x FRAME OR CMU PRE-ENG'D TRUSS TO BE CUT a 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'-0' x x x x x x x x x x DRIP EDGE SCABBED TO TRUSS x x x x x x x x (REFERENCE POINT W/12d NAILS b'-8' X x X X X ONLY. OR WALLF O.C. MAX. x d. SET OF COMPONENTS) 2x SUB -BAND W/Wx4' NOTCH A END = ', METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND METAL FASCIA WRAP W/1¢'x4' NOTCH a AN PEEL 4RST CK ED IN ®PL DRIP EDGE EXTERIOR WALL -ROOF CEMENT (FRAME OR CMU) ROOF EDGE OMITTED FOR SUB BAND DETAIL ® WALL CLARITY W/KICK-OUT 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdosigogroup.com AA N: 0003325 etmz)zv. ae I,,oT ABBOTT PARK LOT #44 BLK #9 PROJ=T# 04181.000-44093 MODsz& 3EFB "2447-ROBIE" GARAGE 8WUM: LEFT PAOZ: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C aAZ., 11/25/19 SCAM 1/41 ==?1'-o' 8 VV A6 29'-W 18'-0" 10'-0" '-2 '-0" X-6" 25'-2" 0' " TOP OF SLAB 111 $ 4" CONC. IF w SLAB i.�i I rn a I A M 3 r I r FM-18x18-71 (—IL FM-16x16 _ EXTEND 4 1 1 1 SLAB 1 101 9'-4" m ri II I I� II N 4 11 L � CW-12x12 " 1r r` N I I 11 I i i 1Y-6" F-24x24 g 1 i 4" PVC CHASE ao TOP TOP OF SLAB � ul I io ; ; ELEC. CONDUIT cwi ci 0 ; ; FOR KITCHEN 1 Do ISLAND `4 w 4,-2" 117-4' 8'-5" 14'-8" 81.1 4 I I I UP TO 2ND FLOOR • ;; (FIELD VERIFY I EXACT LOCATION) 6 1 1.1 11 1 T-61 12 -0 4'-2" 81.1 EXTENDJF-24x-�4 SLAB 1 1/2'L16'.0- �4x24 L CWC-12x128$-51,23 0' o13'-4" -31/2a f I a z t.3'41 EXTEND O I a o SLAB 11/2' rn vrnFM-16x16 *7 112 4FM18x18 N — — — — — — 6'-4" FM-12x18 q _ Y T2'-O 16'-0" I-V 1'4" T-0" �1'4'[ 20'-0' 9'-6" 29'-8" FOUNDATION PLAN SCALE: 1/4 = 1'-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 +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS, 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #.5 BAR, OINDICATES #6 BAR,RNDICATES #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. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED Y-0" 0/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6. W I AXW I A OVER GENERAL 3 1/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 39' LEG EACH WAY. WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG 12" CONTINUOUS 18" - (2)#5's 16" CONTINUOUS 18" - s Ho`o" 16" CONTINUOUS 18" - e VARIES 181, 12" SEE PLAN 12" - s - (+ "-0" 2 12"SEE PLAN 17' - s VARIES 12" SE PLAN 8" - s 24" 24' 12" s s (+ 048" SEE PLAN 8" - ) s - '-4^ 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774,6078 FAX 407-774-4078 www.abdosigngroup.com L AA #: 0003326 ItS BVBDIV ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00 -44093 MODEM 3EFB "2447- ROBIE" OAPAOE 81r07O: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C 0 DA E, 11/25.119 ECAL ; 1/41 = 1'-0* DHEXT 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED([• — CELL SEE PLAN FOR SIZE AND < CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS . GSPACING REQUIREMENTS m w 6 •- L I T". v. GARAGE DOOR 'k " RECESS d �m ten- QI a � FM g� 0 U Z 8" CMU WALL O� W Z 8" CMU WALL . f NO CORNERBARS, .. I WAIME SIZLEAS G EACH w w 8+ w= 0'-0" WAY AT ALL CHANGES IN DIRECTIONS N y TOP OF SLAB .TOP OF SLAB .., SO THAT THE STEEL REINF. IS CONTINUOUS ,�•__._'_. MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR � 1 /f—�-� -VARIES . li MASONRY EXT PORCH SLAB W/ 1/2" ISOLATION SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (ISTORY) 18" � � EXT. PORCH SLAB M� TOP OF GARAGE SEE SLAB SCHEDULE 4" CHAMFER (1STORY) ICI° `� � v. LL CONTINUOUS STEEL MONOLITHIC - FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET 7;p. AT ELEV: JOINT (WHERE 6" CHAMFER 2•STORY ( ) #4 24" W/ 112" ISOLATION 6" CHAMFER (2STORY) 0'-0" APPLICABLE) i SEE SCHEDULE #5 30" JOINT (WHERE. APPLICABLE) 2 • SEE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING f FOR WxD, BAR SIZE" 36" FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY 'N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:314"=V-0" n 2 @ GARAGE SCALE:3l4"=1'-0" 3 CORNER BARS DETAIL %4 DOOR OPENING SCALE: 3/4"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ COMMON AND NAIL W/ NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT ,COMMON NAILS, 2-ROWS,S, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN LAP TO OCCUR OVER STUD OF WALL W! PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED a I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W! SECURE PLANS FOR SPACING. SINGLE GALVANIZED PIPE j CL NEW REINF. BAR SPACING. SINGLE BTM. PLATE 1/2 WEDGE ANCHOR WI 2" BTM. PLATE TO BE PT. W/FLANGE 0 BASE K d SECURED W/ 2- PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO a g EPDXY. MIN. EMBED PLATE EPDXY 5-t12" EMBED. MIN. (aj 16" OC SLAB WNOd MASONRY q J g O MAX NAIL 18" OIC STAGGERED. i+> F LL ¢ G FOLLOW ALL MANF. AND TOP PLATE ANCHORS W/ ADDITIONAL METAL = C SPECIFICATIONS FOR w 10d x 1 IQ" COMMON NAILS CONNECTORS NOT SECURE FLANGE TO 2 USE AND FILL ALL HOLES, DO NOT USE REQUIRED WHEN NO SLAB W/(4)1l4" X 2 114" TAPCONS I- PREPARATION OF C0 ! A 10d x 3" W W UPLIFT 19 PRESENT. HOLE. W 0' SEE SLAB SCHEDULE W SEE SLAB SCHEDULE QQQ TOP OF SLAB .. TOP OF SLAB 4" CHAMFER (1-STORY) 6" CHAMFER(2STORY) :..e.• •i .0., s • EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE BOLLARD AND BAR QUANTITY AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION p 8 SDALE:34"=,'0 (W/ UPLIFT) 6 SCALE: 3/4"=1'-0" SCALE:34'=1'-0" (NO UPLIFT) 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 WI PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. U ADDITIONAL METAL CONNECTORS NOT -� REQUIRED WHEN NO IL N UPLIFT IS PRESENT. O B" CMU WALL Z POURED LINTEL CONT. (TYP.) i- 0'-0' 8" CMU FILLED CELL (TYP.) •�•: _ TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING i- 0'-0" SEE SLAB SCHEDULE 112" DIA. USP 7250SO BOLTS 5" TOP OF SLAB _ ° e z Z a ` MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX m =�� POURED MONOLITHICALLY WITH -- - - FOUNDATION AND SLAB SEE SCHEDULE y3 SEE SCHEDULE FOR WxD, BAR SIZE / FOR WxD, BAR SIZE AND BAR QUANTITY ✓ AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO 9 SCALE:3/4"=V-0" NO UPLIFT ( ) 0 FOOTING AND COL. PAD BLOCK WALL CONNECTION SCALE: 3/4"=1'-0" SCALE: 314"-V-0" 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgagrouP• L AA N: 0003325 oag g aW 1" 1 aU13DEV. a• LOT: ABBOTT PARK LOT #44 BLK #9 PnDJECT# 4181.000-44093 MODEf� 3EFB "2447— ROBIE" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH EXP. C STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED MIN. 10" EAD W/+1" NOSE f 3 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS o 8" CMU WALL PAVERS 0'-0' 114 REBAR (TVP.) 8" CMU WALL TOP OF SLAB -- • TOP OF S- N SEE SLAB SCHEDULE O a N Z 1 1/2" RADIUS OR CHAMFER ° o SEE SLAB SCHEDULE " Y .�... W O 4 xx Lu 4 •. � ._p_ TOP OF SLAB SEE SCHEDULE FOR WxD, BAR SIZE BAR w Lu w — i W ° 4 ,• • AND QUANTITY j °• i • 1Lu .° • EE SCHEDULE �^ coo EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE -k FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 3 4 AT ALL PAVER AREAS SCALE: 12"=1'-0" SCALE: 12"=1'-0" SCALE: 3/4"=1'-0' SCALE: 314"=1'-0° LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE 8T. PLATE TO SLAB WI PROVIDE DBL. TOP PLATE 1/2NY' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-12" EMBED. MIN. ® 16" USP SPTH4 OR SPTH6 BTM OC MAX. AND TOP PLATE ANCHORS W/ IDd x 1 1/2" COMMON NAILS FILL ALL HOLES, DO NOT USE 10dx8" ,SEE SLAB SCHEDULE EXT. PORCH SLAB W/ 112" ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE THRU FOOTING SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY 5 INTERIOR FOUNDATION WOOD WALL scALE:3/4"_''-0" (W/ UPLIFT) Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0 SPACING REQUIREMENTS W � J 0 /a/1 Z 8"CMU WALL m SEE SLAB SCHEDULE 4" CHAMFER (I -STORY) Li 6" CHAMFER (2-STORY) • Z MATCH STEEL REINFORCEMENT Ii. PER SCHEDULE ,SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY K 2uJ BAR SIZE 48 BAR DIA. � PVC CHASE 6 THRU FOOTING SCALE: 3/4"=1'-0" NG REINFORCEMENT PER SCHEDULE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdosigngroup.com AA #: 0003325 y n �gj svBDIV° ae L1021: ABBOTT PARK LOT ##44 BLK ##9 PROJECT 04181.000 44093 MODEZA 3EFB "2447- ROBIE" GARAGE 8NIIiG: LEFT PAGE: DETAILS 160 MPH EXP. C w1lm DRINT ATA 11/25/19 sCA=: 1/4' = 1'-0° skim= S1.1B FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngrouRcom AA B: 0003325 J Qof q �o SUBDIV. 1a LOT ABBOTT PARK LOT #44 BLK #9 PIlOJSCTp 04181.000-44093 MODRU 3EFB "2447-ROBIE" GARAGM BWMG: LEFT PACE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C ltDIT I M. 11/25/19M: 1�4" = 1'-0"1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10• HOOK -GROUTED BOND BEAM Q C1 CLEAN OUT REQUIRED Q FOR INSPECTION m - 0'-0" FIN. FLR, ° TIE RTICAL REBAR e TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZEI 48 BAR DIA. Z� #3 18" #4 24" #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Lu ow U NEW REINF. BAR �y SECURED W/2-PART d I EPDXY. MIN. EMBED g 6", LINO = Q FOLLOW ALL MANF. m is SPECIFICATIONS FOR _ USE AND Q PREPARATION OF Z HOLE. wa a .d d , STEEL REINF. OF BOND. BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=T-0" A Z OFFSET METHOD CONTINUOUS BAR -SIZE 48 BAB DIA. METHOD #4 24" HORIZONTALNERTICAL #5 30" REINFORCING #6 36" G #: 42' SCALE: 314"=1'-0" #5 BARS ■ •• Eli. 1T -0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES O MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 Will 5 QQ J C DORIN BvsDIV. * I.OT. ABBOTT PARK LOT #44 BLK #9 PROJB.CT 04181.0 "t 44093 moDalu 3EFB "2447—ROBIE" GARAGE IMMKO: LEFT PAGE: DETAILS 160 MPH EXP. C I A ii�-sC-%=: 1/4' - f-0" PtIm HxzT S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 WI (9) 10d x 1 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W AND APPLIED IN ACCORDANCE WITH MANUFACTURERS 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 DE>9SG')RI"M REMARK 1D (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL I 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 (P-I) SIZE REINFORCEMENT REINFORCEMENT STIRRUPS REMARKS P MID SIZE SPACING BB1 MASONRY 30DO 8x165 a(i) (1)#6 WA GROUTED SOLID B82 MASONRY 30DO 8x85 NIA GROUTED SOLID CBi CONCRETE 3000 8x315 (2)05 93 8"O.C. GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH ax r4P (42) PRECAST 2231 P4" (4S') PRECAST /883 4'4r (54') PRECAST Iasi 6V' (64') PRECAST 1217 V-10' (7n PRECAST 1002 Br (76') PRECAST i08 rd" (M PRECAST 743 V4" (112') PRECAST 554 I" (1257 PRECAST 475 11V" (13n PRECAST 302 1r-V (144') PRECAST 337 13W (10n PRECAST 2S8 14-0" (16n PRECAST VII 14'-" (17n PRESTRESSED NR 1" (184') PRUMEBBED N.R. ir-C On PRESTRESSED NA. 194' Mn PRESTRENO NR 21V' 0ei") PRESTREAM N.R. W-Cr (2041 PRESTRESSED NR w.v PREBTRr mr=m117=®1s�1i1 �m00�0 oomommmm 000voom Om000�0 momc�oom m0000©o 0®Om�ui700 0momo s�m000mo mm000�7'"Q^ �m�00m0 OmmO��Q oo®" 1=0 �0m0®W:�Q1 o"mmmmv oommdmo oommmov 0©mOm�O 0000mov oomomoo oommmmo 0©0©s�.ROt7 �000�00 sv©o©s©s©© INEZIN� NR 1a I m 1 410 1 a4 04 1 14#* I un (0) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR. • ALL VALUES TARN FROM "SAFE LOAD TABLES' BY CASTCRETE MAY2015 EDITION • ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS I I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS LIMN SAFP LPOAD61110r-toWEIIIIII SAFE LOAD - POUNDS PER LINEAR FOOT 7-0" (421 PRECAST 1025 1024 1888 TV (4T) PRECAST 4'0 (48") PRECAST 786 783 13M 4'4" (4S") PRECAST N-V O'n PRECAST 8112 881 1073 4'41' Wj PRECAST V-P M PRECAST 411 411 746 64 (M'( PRECAST 6-10' (707 PRECAST 340 99i 616 6-17 (m PRECAST 94r Pi') PRECAST W7 721 400 So (7B") PRECAST r-r M PRECIIIST 424 534 383 Td W) PRECAST V{' H127 PST 328 512 230 V-" (112' PRECAST 1014Y (12r) PRECAST 204 401 180 IV41" (128') PRECAST 11V" (13n PRECAST 290 452 154 11V" (13n PRECAST 174r (144') PRECAST 244 402 IV 174r (144') PRECAST 13W (1807 PRECAST 217 324 110 IT-C (iWj PRECAST 41'4r (1W) PRECAST 206 203 100 1R-0" (16n PRECAST 14'4r (IM PRESTRESSED NR 264 91 14'-0" (IM PRESIRE8ED W-C (IM') PRAT N.R. 259 83 1" (iM.) PPE8TRE86� Ir-" On PRE MR 19s M 1r-C Wn PRE 1VW PM PREIIIPESBED N.R 148 52 1VJ' Mn PREBTr 21'-C Wn PR6B'IRE88EO N.R. 125 42 21V" (288') PREBTRC•88� V4r WIn PRESTRESSED NA 116 40 1 2r4r (M-) PRE81RESIED 2V-W Wn PREBTRESBED NA i1 33 W-V Mn PRO (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVIDE MINMUM M OF BEARING PAST EACH BIDE 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: 114" = V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 Q J pp C g — a Cal III I svaD:v. &LOT ABBOTT PARK LOT ##44 BILK ##9 PROJECT 04181.000 44093 MODEia 3EFB "2447- ROBIE" GARAGE OWING: LEFT PAGE* FIRST FLOOR LIFT BEAM PLAN AND NOTES (CAST-CRETE) 160 MPH EXP. C DRDCT ATa. 11/25/19 OCALE: 1/4• = 1'-•0= IBM= S2 #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND 01K VERTICAL REBAR AL #5 BAR IN CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5 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 �G% AS DEPICTED HEREIN, STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYR S'x18" �(lP S. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM S PLACED. THE STEEL OJ / REINFORCINGCOURSE OF FOR ORND BEAM IS OMITTED AND A LINTEL THE BOTTOM BOND D BEAM S TO IBE CONTINUOUS NUOUS THROUGH THE 1>R5 / / � TOP OF THE LINTEL. I. \!1' O 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. / F. P$S FED 8x18 DBL. BOND TOP OF ?� BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE • G • ��C.�\a W8(1 #5BAR M .y: BOND BEAM I f = FILLED W/ GROUT I\ �\A� U =UNFILLED GROUT SOLID FROM TOP SRO NOMINAL LINTEL TO TOP OF BOND OF O;NI WIDTH #OF#5'S,IN E BOND BEAM �BERAM COURSE NOTE 5 A 0 �,16-1 T/ 1 I B e LINTEL W/ PRE -CAST #5 BAR (L2)E pgp�QF HEIGHTS # OF #5'S, TOP LENGTH OF BAR = WIDTH OF MASONRY �j// 70S, q OPENING-2" BOND BEAM COURSE OR BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT BOTTOM 8x8 PRE -CAST CONCRETE SCALE:34"=1'0 THAT XFXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (Li) REFER AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 SINGLE BOND BEAMA TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANKS ZE.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 _ 2x8 (MIN 2 X 3) 2-3/16 TAPCON PRE -CAST 1n 1�„ OR DRIVE PIN (MIN SHANK WINDOW C SIZE. MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" N 1-1/4" ET EMBEDMENT 4 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN OPEN FACE SHELq1N SHANK SIZE.145 MIN HEAD AS TO ALLOW BE SIZE .300 MIN EMBEDMENT 1 2SECURE BAR TO BE PLACE IX-) 8" FROM EACH END AND TO SHEATHING W/ /7116" UPPER AND LOWE#5 MIN. REQUIRED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BILK. EA. END VCMUWALL BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM WI OSB SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW SILL CONSTRUCTION CORNER BARS //��\ Y ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE:11/2"=V-0" C J SCALE: 3/4"=V-0' 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I I > I I SINGLE #5 CORNER I BAR, 30x3O TURNED UP 9 OR TURNED DOWN INTO STEEL REINF. OF SR FILLED CELL BOND. SEAM 8x8 CMU PIER PROVIDE BAR W/ SINGLE OR DOUBLE REINF. SARIS), AT EACH SIDE SIDE SEE PLAN. I I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL CHANGE IN / u ELEVATION OF BOND BEAM 7 SCALE: LINTEL, MULTIPLE OPENINGS a)�� SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BWD, LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-774.4078 www.•6deslgngroup.00m L AA #: 0003325 to q Qp Q ^ l pfpt D wxmDiv. ac LOT: ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00e 44093 MODEL& 3EFB "2447-ROBIE" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C DAM 11/25/19 WCI%M* 1�4' = 1'-0" eztEET 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' HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI IOd x 1 ill" 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 PBS36, .177' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 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 DESCRIPTN�N REINFORCEMENT WD-1 4X6 (3 X"M Yz") SYP. USP HTT4 W/ 5/8" 5/S3.lA PT., WOOD POST DIA. x 5" EXP. BOLT FIRE FLORB�\ 2X4 NAILER FOR DRAFT PRE-ENG. _ STOP FLR. TRUSS - ELEV. VIE�P PRE-ENG. FLR. JOISTS •, 3/4' PLYWOOD ---- I DRAFT STOP ;�I PRE-ENG. FLR, JOISTS 11�IYIILIII I I rl 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS ®; =m=z=zz�s=sme=�sz x—xxs=x =s=s z zzaz�=x>�=xsoxx�= Tz- 20 WOOD WALL W/ = 2X4 WOOD x = se = a -_ WALL WI SYP. NO.2 SYP. NO.2 STUDS. PLACE DBL STUDS UNDER EACH JOIST LL = STUDS @s=spa a 12" O.C. - x>sz {�zz�=�= zsxszxmmx==x =z:zzazexx�z z�= zxz:=x Oil rom � ' li 1 11 n n I u it II 11 11 11 II LL II II II II II II m � zaz==- n " n u u n = zzz= z zzzs = z zzzs z z= z a II II II HJ3 II II II I zo=zo= zezezzze WD APPLY DRAFTSTOPPING II I 20 WOOD I 5 I x zsa = m = sx = sse z ss ALONG THIS TRUSS AS TO 11 WALL W/ 1� LIMIT AREA TO 1000 S.F. ( SYP. NO.2 FBCR 302.12 STUDS @ 11 12.O.C. 1 4 FJB - 2. WOOD WALL s� 4 W/SYP. NO.2 ==_ STUDS. PLACE DBLSTUDS UNDER EACH i JOIST _ 3Zo 9B ---�- FJ7 =�1 oOQ�ro 2X4 WOOD WALL W/ SYP. zsr�l 3 N o 108 _ N0.2 STUDS (� 12" O.C. z FH z u e 3 .1 -=c======c==== 3 F2xa®as FJ5 N ,Wmvwfdw _ =m=o===o= FJ5 _ _____�__= m ridi lf�Xl,llar � --_—= HJ4 EJ34 FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'4" IJOIST CH1H 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-7744078 FAX: 407-7744078 VAMabdealgngroup.com L AA M: 0003325 I gg 14 BtMDM as LOT IIII ABBOTT PARK LOT #44 BLK #9 P1tOJMTp 04181.000-44093 MODMI,a 3EFB "2447- ROBIE" GARAGE DWING: LEFT PAGE: FIRST FLOOR FRAMING PLAN ELEVATION 'H' 160 MPH EXP. C Dw� 11/25u, SCALE: 1/4' = i'-0" SHEET s3 A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 IQ" TO TRUSS. FL#17680 842) USP HTA16 TRUSS ANCHOR WITH (9) I Od x 1 1/2" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12'O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR SHEATHING FASTENER SCHEDULE" NOTE: A PT SYP #2 2" x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, W O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEEREDWOOD TRUSSES @ 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = L1 1870 LBS, L:7101LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L:131 DUBS (2 STRAPS) 1 a 1 b TYPICAL TRUSS/ GIRDER CONNECTOR(S) ENGINEERED WOOD TRU 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (2) USP HTA16 TRUSS ANCHOR WITH (9)1 Od x 1 1/2" NAILS TO TRUSS EA. PROVIDE 4" MINIMUM CONCRETE EMBEDMENT. DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR FL#17680 PLYWOOD SHEATHING, SEE 'ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6', 8" x N-a' MAY BE ADDED W/ IOd NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. �— (A) USP LUGT2 WI )16 GALV. POWERS WEDGE BOLTS (18)16 GALV. NAILS TO TRUSS (2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WITH (4) 314"x6" WEDGE BOLTS AND 1 X2, 2x WOOD FASCIA (12) WS3 SCREWS FL#6223 SEE ARCHITECTURAL 2x SECURED WI (3)16d GALV. COMMON NAILS. IF 4 BOLTS ARE USED lx2 SECURED W/ 10d MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV, COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U:3980 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) 2a 2b TYPICAL ROOF L GIRDER CONNECTORS) # 1175 UPLIFT USP HTWM20 W/101Od TO TRUSS AND (4)114" x 2 114" TAPCONS TO CONT POURED LINTEL # 19W UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/101Od TO TRUSS AND (4)1/4" x 2 IW' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=l'-0" (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT BN01®t6lOCK COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA12 20 GAUGE OEM TNamm 0'-0" TO 30'-0" (1)'X" BRACE SEAMS) PER ELEVATIONW/ 10dx12 HAG COMMON NAILS. 4500 3/4" WOOD PANELS 31Y I - TO 60'-0 (3) "X" BRACE SECURE 2(8 PT. PLATE EACH END TOTAL OF 10 6000 (2) 12' WOOD PANELS 6'-0" MAX (W/1X4) (1) "X" BRACE DI CENTER TO BLK WI tY1" DIA. 60 (2) 12" WOOD PANELS OR 10'-0" MAX (W/2X4) FROM BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" OM CENTER TO ENO. WASHER SET IN HIGH 90 2x LUMBER FR 2x WOOD FASCIA, STRENGTH EPDXY S' IX4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32" OC P L A I LVUI-JOIST WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2XB PRE-ENG IJOIST BACKER BLOCK AIL' PLAN FOR LOCATION O.C.BRACING, SEE P.T. PMAXE W/12d's B" 5/8" GYPSUM BOARD OR 1/2" HIGH b I V dY. MAY NOT BE STIFFBACK (AS PER STRENGTH CLG. BOARD i�1 F„ p, REQUIRED TRUSS ENG K F- ) CONT. 2x4 SECURED W/ SECURE WOIST TO TOP PLATE TO BE S EACH TRUSS w/ (2)12d TOENAILS TO BE INSTALLED BTM. CHORD OF 101-0" O.C. MAX. Tr Ir WOOD ROOF TRUSSES DOUBLE TOP PLATE 2z4 OR 2z6 WOOD BEARING HTT16 W/ 5/8" A.B. WITH SEE SCHEDULE FOR MIN. 7" EMBEDMENT 14 BOND BEAM RED. WALL W/ SYP No 2 STUDS SEE TO SLAB & (20)16d x PLANS FOR SPACING. SINGLE 2-12" NAILS TO POST., ��� BTM. PLATE TO BE PT. POST TO SIT DIRECTLY B� TIB BL PROVIDE DBL. TOP PLATE ON SLAB 4500 3/4' WOOD PANELS PROVIDE BLOCKING 1x4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 6000 (2)1/2" WOOD PANELS 112" GYP, V BD. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN 80 (2)12" WOOD PANELS COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 80 2xLUMBER 7 PRE-ENGD TRUSS 50A1E�4"=1`0" ° V � f • � • °. 6 SCALE: 3l4"=1'-0' .. K_,__-�LVL/WOOD POST CONNECTIONS ( a7 SCALE: 3/4"=V-d' I -JOIST CONNECTION @ L.B.W. 4 SCALE:314"=V-0" (NO UPLIFT) DEPTH 1/4"0 --HOLE EDGE -5/8" —HOLE DIAMETER. < 2/5'D SGL. STUD OUTER 113 OF SPAN ONLY EDGE >518" '��Eoll=�Imm'I mil Inlillmllill I■.EmmmN _ A - USP TFL1716 G < 1230 LBS, U < 140 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (6) 10d GALV. COMMON NAILS TO HEADER AND (2)10dxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 01 B - USP TFL2316 G < 1230 LBS, U < 140 LBS W/ (2) 3/4- WEDGE-BOLT/J-BOLT, S' MIN. EMBED (6)1 Od GALV, COMMON NAILS TO HEADER AND (2)1 Odxl-1/2" GALV. COMMON NAILS. TO JOIST FL#17241 BTM. HOLE DIAMETER BB - USP THF23160 G < 1336 LBS, U < 140 LBS WI (2) 3/4- WEDGE-BOLT/J-BOLT, 5" MIN. PLATE < 3/5•0 DBL. STUD EMBED (22)10d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-12" GALV, COMMON NAILS, TO JOIST FL#17241 C - USP TH036160 G < 2280 LBS, U < 265 LBS W/ (4) 3/4- WEDGE-BOLTIJ-BOLT, 5" MIN. EMBED (12)10d GALV. COMMON NAILS TO HEADER AND (2) 10dxi-1l2" GALV. COMMON NAILS. TO JOIST FL#17241 D - USP HBPH7116 G < 4140 LBS, U < 1610 LBS W/ (8) 3/4"" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16)10d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. COMMON NAILS. TO JOIST FUi25749 STUD NOTCHING WOOD LEDGER AND BORING LIMITS ATTACHMENT DETAIL 8 SCALE: 1 112„=1,-01 1l2"=1'-0" 9 SCALE: 314"=l'4" 24" 24' MAX. w/ WOIST 8* END SPACING MAX. END IJOIST TYP TYP WACINQ S E MINGPLAN ND OF MAX .MAX AAA% LEDGER BD. 12"EXP. L (2)2XS SYP PT W FROMEDGE (2)2X12 SYP PT. 3/4'EXP. BOLT/J-BOLT W/ 2' LEEDGER BOARD LEDGER BOARD TO BOLT/J-BOLTW/2' WASHER & 512' TO BE USED 1. ENSURE THAT EXP. BE USED WITH IJCIST WASHER & 512' MIN. EMBED. (TYP) WITH ""ST BOLTS/JAOLTS ARE PLACED MIN. EMBED. (TYP) INTO GROUTED CELLS, 8" ALL AROUND BOLT. FRONT 2. SPLICE OF FRONT AND REAR LEDGER LEDGER SHOULD LAP A MIN OF 2 4'O'. 47 3. ALL BOLTS TO HAVE WASHERS (2) 2X72 4. T S BOLTSNJ BOLTS SHOULD SYP PT NOT 8E ANY CLOSER THAN 6" Z O/C. 2 S. ONLY LEDGER IN DIRECT m� (2) 2X8 CONTACT (REAR LEDGER) WITH REAR SYP PT CMU REOUIREDTO BE P.T. LEDGER FLOOR JOIST LEDGER SCHEDULE MARK SIZE BOLT SIZE EIDSPACINO CEIIIM&WON0 A DOUBLE SYP 2x8 1/2" 8" MAX. 24" O/C MAX. B DOUBLE SYP 2x12 (2) 3W 8" MAX. 24" O/C MAX. I -JOIST WOOD LEDGER DETAIL 10 SCALE: 3/4"=V-(r THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. ALTERNATE MATERIALS _ 1 1 SCALE: 3/4"=V-0" i44i N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abd••igngroupcom AA #: 0003325 A � f aysa:v a# WT: ABBOTT PARK LOT #44 BLK #9 1pmonmTsp 04181.000-44093 MODICZ.: 3EFB "2447— ROBIE" GA VAGa a�1IMG: LEFT PAGIC: DETAILS (I —JOIST) 160 MPH EXP. C DRINT w11/25/19 acwz�: 1'14" = f-0' sxsa�T S3.1A NOT USED 1 USP LFTA6 W/ (16) 8d COMMON NAILS 2x STUDS USP LFTA6 W/ ('16) 8d EACH END COMMON NAILS, EACH FL#17244 END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING USP SPTH4/SPTH6 BTM. WOIST LVL PLATE STRAPS W/ 10d x 1 1/2"HDG NAILS FL#17239 WALL / FLOOR FRAMING, _I -JOIST PARALLEL TO WALL SCALE: 3/4"=1'-0' 8' CMU WALL REINF PER PLAN PER ELEVATION LLF- O r p 3OU PER ELEVATION l MASONRY NAILS 0 12.0 C iX2 FIRE -STOP #8 WOOD SCREWS x 2" LONG @ 3" O.C.; STAGGERED OFF CENTERLINE 3l4" AS SHOWN 1 'f — k314�� SCREW PATTERN -JOIST (SEE Iv FRAMING PLAN) BL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.1A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL SCALE: 3l4"=+'-0" #8 WOOD LONG @ 3" O C.; x Y STAGGERED AS SHOWN SYP #2 LEDGER. BL. BOLT SEE BOLT SCHEDULE, 10/S3.1A. 1 8" CMU WALL REINF PER PLAN 3/4" PER ELEVATION jk a1 SCREW PATTERN ?�2 0� PER ELEVATION 24• IJOIST IS EE 2x4 P.T. CEILING FRAMING PLAN) NAILER WI MASONRY NAILS 12" D.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOISTS PARALLEL A TO EXTERIOR WALL 4 SCALE: 3W'=1'-0" NOT USED 5 NOT USED NOT USED 6 PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-ENG'D WOOD SEE SCHEO. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER ELEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY pR5/8"E-ENG ROGYPSUMOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/TRUSS PLAN TDB ___58� �__ PLATE BOARD OR 112 HIGH W/ 7/2" DIA. ANCHOR BOLT W/ 2" A - USA P u�1TVJ-72 U c 1195 LBS STRENGTHCLG. OARD 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 G' MIN. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX. B - (2)USP MTW-12 U c 2390 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. LBS WI (14) 10d GALV. BELOW FOR PLATE W/ 12d's W O.C. MAX COMMON NAILS EA. 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/SYP No 2 STUDS SEE FL#77239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE •0• PROVIDE BLOCKING USP SPTH4 OR SPTH6 BTM 1/2" GYP. WL. 80. 0' AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS PLATE TO SLAB WI SECURE BT.WEDGE CONT. 2x4 SECURED W/ (2)10d's @ EACH FILL ALL HOLES, DO NOT USE 10dx 3" 1/2"x9" WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH POST CONNECTIONS TRUSS TO BE INSTALLED 10'-0' O.C. MAX. EPDXY 5-1/2" EMBED. MIN. Q 16" oOa S&TRUSS//WOOD OC MAX. SCALE: 3/4"=1'-0° GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL Tmm T,POST CO,,,,,a, 8 SCALE: 3/4"=1'-0" a•.' A- USP MTW-12 U c 1195 LBS W/ (+4) 10dGALV. COMMON NAILS. FUN 7244 B - USP HTW-20 U c 2045 LBS W/ (20)10d VALV. COMMON NAILS. FL#17244 C - USP MUGT/PHD4A U c 3715 LBS MUGT TO TRUSS W/ (4) iGd GALV. COMMON NAILS TOP, (6) 10d GALV. COMMON NAILS FACE, (12)10d COMMON NAILS BACK, (1) 5/8"° A.T.R. TO PHD4A AND (10) WS3 WOOD TRUSS CONNECTION @ L.B.W. SCREWS TO POST FL#17240/FL#172419 Po8T T08LAB CONNECTION 9a 9b SCALE: 3/4"=1'-0" A88 •USP PAU44 POST BASE cU:2,265 G:6,775 W/ 518 DIA. x 6" EXP. BOLT FL#17239 USP PAU46 POST BASE-U:2,265 G:13,815 W/ 518 DIX x 6" EXP. BOLT FL#17239 C - USP HTT4 POST ON SLAB cU:4,465 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (20) 16d x 2-1/2" NAILS TO POST. FL#17324 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: 0003325 h . 5 OuBDiv. ee LoT: ABBOTT PARK LOT #44 BLK #9 PROJE 04181.00CT0-44093 MODELA 3EFB "2447— ROBIE" GARAGE OWWO: LEFT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C I A W 11/25/19CAL.E: 1/4' = 1'-0" RENT >KEE�r S3.1B SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" I N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abd•signgroup.com AA N: 0003325 5 J a BUDDiv ee LOT: ABBOTT PARK LOT #44 BLK #9 lROJ�CT 041810OT 4093 MODMU 3EFB "2447-ROBIE" LEFT PAOM: SECOND FLOOR DECK PLAN 160 MPH EXP. C L AR NO W723 i 1 8CAL M: 1/4" = 1'-0" 1 S4 DBL. TOP PLATE CONT. } LAP TOP PLATE A MIN. OF 48" I - AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE ix SHUTTER 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD Z WOOD OR 1W PLYWOOD10 INSTALLATION. PROVIDE FILLER(S). NAIL ALL TOGETHER S PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, w ALL TOGETHER W/ 16d >2 2-ROWS, W O.C. y COMMON NAILS, 2-ROWS, 6" di 0,C SHORT 2x STUDS BETWEEN HEADER ABOVE AND • FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW '1 t JACK STUD 2x NAILED INTO BOLT W/ 3x3 OVERSIZED 'I'I"'.L�1 INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" FILLER BELOW W/ 16d MIN. CONC. EMBEDMENT SECTION A -A COMMON NAILS, 6" O.C. �wG I I • SHORT 2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING io x ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS d 2 COMMON NAILS, 2-ROWS, 6" W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END 0. SIZE AND QUANITY a PROVIDE 1x WOOD FILLER(S). RI L NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 8" USP RT16A W/ 10d x 1 11T O.C. GALV. COMMON NAILS, FILL USP SPTH4 OR SPTH6 OR ALL HOLES SPTH8 TOP & BOTTOM FL#17236 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x AND NAIL W/ 15d COMMON 1 1/2" GALV. COMMON NAILS, 2-ROWS, 4" O.C. NAILS (AT EACH STUD) FILL 0 & EVERY HOLE. NOT USE 3" LONG NAILS FL#17244 T — BTM. MEMBER OF TOP —� PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (5) EACH END TOTAL OF 16 2x MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS TYR ONLY FL#17244 JACK STUDS W/ (2)16d NAILS EACH END SEE SCHED OR # STUDS g JNDER EADER SOR # FULL 4" � '� 4" ^_ I 3X3 OVERSIZED WASHERS PLACED 4"' TYP. TYP. �} 32" O/C 6" MIN CONC.EMBED. TYR (3) 2a12 HEADER PROVIDE DBL. TOP PLATE 117 PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, S" o.c rn 2K10, 9�'e (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. LAP TOP PLATES AT CORNER, (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)2x12 VIXIVACNeiraG 9TUD91AONOA81'O.11 0-2ft 7a7 O 2 2x4 2 2x4 2 2x4 zW22x4 SPAN KINGS SPAN KINGS ( 2z x ( 3 - 4 fl 0-2ft 3-oft 1 2 0-2ft 3-4fl 1 2 2z4 2x4 2 2x4 2 2x4 2 2x4 ( ( x 2x ( x 5-6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 5-8ft 3 5-6ft 2 x (x 7-8ft 3 7-8ft 3 2x4 2x4 2x4 2x4 2 2x4 2 2x47-8ft 9-10It 5 9-loft 3 x x 9-10ft 2x4 2x4 2x4 2x4 2x4 2 2x4 10 -12 " 5 10 -12 ft 4 10 - 12 ft 2x4 2x4 2x4 2z4 2x4 2 2 2x4 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL 16' MAX. .. 16' MAX. 16" MAX. PROVIDE (3) STUDS 0 —� NAIL STUDS NAIL STUDS � \—PROVIDE (3) STUDS TOGETHER W/ CORNERS LAP TOP CORNERS LAP TOP TOGETHER W/ 12d � 17 O.C. PLATE MEMBERS PLATE MEMBERS 12d @ 12" O.C. PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS @ PLYWOOD SHEATHING, "ROOFAVALUFLOOR SHEATHING CORNERS LAPTOP SEE "ROOFANALL/FLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16"MAX. SCHEDULE" PLYWOOD SHEATHING, SEE "ROOFANALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl EXTERIOR MASONRY / WOOD CORNERS A°TO � %1 CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) F] 12d 12" O.C. 1l2" DIA. USP GALV. PFM SKEW 1/2" DIA. USP GALVPFM _\ 0 ANCHOR 5" MINIMUM BREW ANCHOR 5" MINIMUM PLYWOOD SHEATHING, SEE EMBEDMENT INTO CELL, O/C, VERTICALLY MAX GROUTED EMB6'DO/ 6 VERTICALLY NDS AND MENT INTO GROUTED "ROOFNJ FASTENER SHEATHING CELL, 8"FROM ENDS AND CELL, 8" FROM ENDS AND FABTENER SCHEDULE"C3MAX NAIL STUDS TOGETHER W/ 12d Qa 12" O.C. INTERIOR OR I I A B EXTERIOR OF 2 WOOD WALL (1) Zx TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT x (2) 2x TO BLOCK ON 2x6 & 2xS WALL BEHIND VERT. STUDS SO AS TA CFPARATF W()[)f1 ANTI 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 iLi stmDrv. at E,oT: ABBOTT PARK LOT #44 BLK #9 PROJL'CT# 04181.000-44093 MODEre 3EFB "2447—ROBIE" GARAGE 87IING: LEFT PAO= DETAILS tt.160 MPH EXP. C Dnurr A 11/25/19 SCALE: 1/4" = 1'-0* sprmw S4.1A SECOND FLOOR DOWEL PLAN SCALE: 1/4" = P-0" d N.RONALD REAOAN 8L LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744076 www.abdosigngroup.com AA N: 0003325 J S q BVSDIV. Ae LOT. ABBOTT PARK LOT #44 BLK #9 PROJET 04181.000� 44093 MODEL: 3EFB "2447— ROBIE" GARAGE BIIITTG: LEFT PAGE: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C r ARCH M, STATE OF FLOFlDA A ABOUCHAM L M NO 9V23 RDM DA 11/25/19 1/4' = 1'-0' aI3EET 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 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 ill" HDG NAILS, WOOD TO WOOD: USP RT16A OR Li WI 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. 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 0'4", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK CEiSOR�IFaT1ON REMARK tO (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL /T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (�1) W�H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)#5 N/A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1) #5 WA GROUTED SOLID CBI CONCRETE 3000 8x31 (2)#5 1 (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 I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS •• SAFE LOAD -POUNDS PER LINEAR FOOT 4IM046•N SAFP LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH Ii aft46 - - - 6F/8p eNeOe 6ROOi 67=4'06 67'2666 IPMO• TYPE LENGTH MR Iii RDMU TYPE LENGTH 6Pt4r mo'r VI eruct 6Pwtr Yl"r ergo-fT e74061' ew+-7T OAF2r erlstt ww r 1i sneer $'4' (421 PRECAST 2231 9'4' (421 PRECAST 1026 1024 1698 S4' (421 PTECABT 1w Mft SEA 4m .w 6132 70M ,m mM 1w 4m MM 6132 700t 4'-0' (48•) PRECAST 1966 4'-0' (48•) PRECAST 708 783 1300 4'-0' (461 PRECAST tw 200 3m mt. 417 6m e076 1w 2306 3000 3e/6 4670 MI6 M76 4'4' (E'41 PRECAST 1690 4'4• O C) PRECAST 502 W1 1073 4'4' (541 PRECAST IM Mft 2M 075 4w. 4711 M76 RomIm am 2M7 em 4w 4711 am 11 (641 PRECAST 1217 S4• (641 PRECAST N1 411 746 S4• (�� pREyABT Me tit 220 2Me 3w Met 4m tole me 2m Mft Sm 3w 4m 5-10' (71r) PRECAST 1002 MazemaRmli 6-10' (M PRECAST 340 330 616 V-10• (m PRECAST w t 26M 3t07 3m 41M m MM mft 3w7 MM 4133 Ii (761 PRECAST 11 111 (711 PRECAST 607 721 490 S4r (76•) PRECAST w 1 2m sm w Iw no va sm m2 T4• 010') PRECAST 748 T4' Rn PRECAST 424 04 3B3 T4' Mn PRECAST am 7A TV Is. 1m MM us 2m aw MS7 3m S4• (1121 PRECAST 554 11 (112') PRECAST 328 512 MD Ii (1121 PRECAST w f N74 IMF.M67 aft am 1310 1" wft m4 211e iS4' (126) PRECAST 475 1S4• (126) PRECAST 11 401 ISO 1S4' (128) PRECAST m w lift im , 2"1 m two 1472 Im ma mw 11'4- (136) PRECAST a62 111 (1301 PRECAST 26) 462 154 1f4• (1361 PRECAST 474 m tan Im 40 w w12 im me. MV iT4T (1M1 PRECAST 987 12'-0• (1441 PRECAST 3M 402 187 12'-0• (1441 PRECAST a6 m 7m w 11 f 7w 4M m w ,m 2m 13'4• (1601 PRECAST 296 134• (1601 PRECAST 217 324 110 134' (1O1 PRECAST 4n w eft w eft f tm 4m 4M iM 1111 M /ft7 14'-0' (168) PRECAST 279 W-W (10" PRECAST 206 203 100 14'4' (1861 PRECAST 3M eft m 7m w 1m 410 4m TIT ,w 1 1M7 14'-8' (1761 PRESTRESSED N.R. 14'4• (1761 PRESTRESSED N.R. 294 91 14'4' (17111 PRE w 2w w w m w m Si/ m w 161 113t 17M law (1841 PRESTRESSED NA 111 (1641 PRESTRESSED N.R. 269 83 iS-M (1841 PR68TIff88® 2M m6 ete m Oft o" w m w + Mt ,m lr-c (2061 PRESTR�6ED N.R 1T4' (204) PRESTRESSED N.R. 104 84 1T4' On PRESTRESSED 167 1M 210 m 4m m Siw 740 w 1m m 1473 Ili Mn PRESTRESSED Ni I" (282') PRESTRESSED N.R 11 52 194• ( 1 PIi�Tminew In Iwo m w w m 447 m w eH w 1 747 12V 214' (2681 PRESTRESSED NA 214• (4661 PIr6SIRE6BFD Ni 126 42 214' On PRE ,M tM m w w m w w 40 721 w m w IVA 22'-0" O'641 PRESTRESSED NA �'4' (Ii PRESTRESSED N.R. 116 40 22-V CI641 PPEFMESS® wt 137 1M m w w m N3 w w w w m w 24'-0' On PRWME8BE0 N.R 24'4• 911 P N.R W 33 24'4• RSS1 PRE Im +m 179 m eft w w 4ft 40 Oft 4M iM w V1 1m w Oft IN w lw 1222 (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#)THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALLES TAKEN FROM'BAFE LOAD TABLES' SYCASTCRETE MAY 2015111ii - PRECAST PRODUCTS SYOTfERS TO MEET OR EXCEED VAU)E8 STATEDABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTIIIES SPECIFICATIONS - PROVIDE MDNMLIM P OF BEARING PAST EACH SIDE OF VISION OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0128.03 O�m0�0 oo�oc;rm va�ovc�o� ���OmO mmoo�ov 0moodovl moot i0movc�� mm 00�00 O00©�00 ooaa©000 oomoomv ��oom©000 0©00m00 0©m��00 ®omomov a�o®0C�®0 ©��mOmO a©©o©rraoo a�a©Qo�oo to©a�oc�avo ©acts©a©ada�av ��00�00 oa�000avo y 8F8.1T/OM/0B 8F8- 2 1TIOM/OBs+' +a 1 S GTE S N ¢. U.N.O. PROVIDE BB2 WHERE % e ROOF TRUSSES BEAR, % e TOP OF WALL EL 17'-4" @' *s t 1 I 2 1 ) � 1 I a ( ) +"a r GT GT D 8F8-1TIOMIOB ) � n 8F8-1T/OM/OB "^b 8F8-1 TIOM/OB , SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407.774-0078 wwwsbdesigngroup.com AA M: 0003326Ile Q fit LL . j _ J g g g�p b avaav se:LOT: ABBOTT PARK LOT #44 BLK #9 1•IiOJUCT 04181.000-44093 >tcoasil 3EFB "2447— ROBIE" aw><ewaa awsrra: LEFT PAi SECOND FLOOR LIFT BEAM PLAN 160 MPH EXP. C L� DATW 11/25/19 axsa�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 1 112" HDG NAILS, WOOD TO WOOD: USP RT1 SA 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, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 RS36, .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 TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK S[Z !, BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4X6 (3 jt,"xS A") SYP. USP HTT4 W/ 5/8" 5/S3.1A PT., WOOD POST DIA. x 5" EXP. BOLT ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 wwwAbdeslgngroup.com L AA N: 0003326 w i� r"oulMm ae LOT: ABBOTT PARK LOT #44 BLK #9 PROJECT 04181.00t 44093 MODEIe 3EFB "2447—ROBIE" GARAGE 8WING: LEFT PAGE: ROOF FRAMING PLAN ELEVATION 'H' 160 MPH EXP. C AROHnim = STATE OF FLORDA A AR NO W723 DATE: 11/25/19 SCALE: 1/4' = 1'-0' sIiEET s6 WHEN INSTALL INSIDENG (1) USP (1 OR 2) USP RT1 SA RT16A ON THE I TRUSS ANCHOR WITH FASTEN EACH STUD TO OBL. (1 OR 2) USP LUGT2 10dx1 M" HOG NAILS TO TRUSS AND 10dx3" HOG TOP PLATE WI USP SPT24 NAIL PER MANUF. SPECS. PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR TRUSS ANCHOR WITH NAILS ALV. COMMON PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE SHEATHING I FASTENER SCHEDULE" NAILS,, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE I SHEATHING FASTENER SCHEDULE" OF WALL. IN TR/ IEACH TION, OF WALL. IN DSEAH4BPNEFI 3OE OUSS. -SIOTR S— Z 2x WOOD FASCIA SEE ARCHITECTURAL 2x6 SECURED W! (2)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED W! 10d TRUSSES Q 24" 01C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD AALLOWABLE UPLIFT = 1160 LBS (S STRAP) SEAMS B ALLOWABLE UPLIFT = 2320 LBS (2 STRAPS) TYPICAL TRUSS/GIRDER CONNECTOR(S) 1a 1b SCALE: 3/4"=V-0" PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) 2X4 DIAGONAL STM. CHORD BRACING. SEE PLAN FOR LOCATION SECURE 2x PLATE TO WALL W/ 3/8.W" THRU-BOLTS t@ 32" O.C. MAX THEN SECURE GABLE TO 20PLATE W/ 12d's 8" O.C. MAX OR T SECURE GABLE TO DBL TOP PLATE W/ USP HGA1 OKT 24" O.C. MAX 2x STUDS 2x WOOD FASCIA SEE ARCHITECTURAL 2x8 SECURED W/ (2)16d GALV. COMMON NAILS. ENGINEERED WOOD Nx2 SECURED WI tOd TRUSSES @ TOR(S) 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 52" OIC FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT = 2280 LBS (1 STRAP) 8 ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) TYPICAL GIRDER/TRUSS CONNEC 2a 2b SCALE: 3l4„=,,•0" PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN 2x STUDS CONT. 2x4 SECURED W/ (2)10d's (it EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 5 GABLE TRUSS @ FRAME WALL SCALE: 314"=1'-0" LROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS.) FASTEN EACH STUD TO DBL. TOP PLATE WI USP SPT24 NAIL PER MANUR SPECS. TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3/4"=5'-0" 4 NOT USED i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6018 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003326 5 svaa:v a< cor ABBOTT PARK LOT #44 BLK #9 PROJET* 04181"0000-44093 MoDzu 3EFB "2447- ROBIE" GARAGE EMMO: LEFT PAGE: DETAILS 160 MPH EXP. C SCALE: 1/4' = 1'-0' s*9mw S6.1A 24" O/C, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 52" OIC FOR REVIEW AND APPROVAL 2x STUDS 2x BLOCKING AT ALL PLYWOOD SEAMS A ALLOWABLE UPLIFT = 2280 LBS (1 STRAP) 8 ALLOWABLE UPLIFT = 4520 LBS (2 STRAPS) TYPICAL GIRDER/TRUSS CONNEC 2a 2b SCALE: 3l4„=,,•0" PRE-ENG'D WOOD TRUSS (TYP) @ 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN 2x STUDS CONT. 2x4 SECURED W/ (2)10d's (it EACH TRUSS TO BE INSTALLED @ 10-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 5 GABLE TRUSS @ FRAME WALL SCALE: 314"=1'-0" LROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS.) FASTEN EACH STUD TO DBL. TOP PLATE WI USP SPT24 NAIL PER MANUR SPECS. TOP PLATE ROLLOVER 3 STRAP DETAIL SCALE: 3/4"=5'-0" 4 NOT USED i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6018 FAX 407-774-4078 www.abdosigngroup.com AA M: 0003326 5 svaa:v a< cor ABBOTT PARK LOT #44 BLK #9 PROJET* 04181"0000-44093 MoDzu 3EFB "2447- ROBIE" GARAGE EMMO: LEFT PAGE: DETAILS 160 MPH EXP. C SCALE: 1/4' = 1'-0' s*9mw S6.1A svaa:v a< cor ABBOTT PARK LOT #44 BLK #9 PROJET* 04181"0000-44093 MoDzu 3EFB "2447- ROBIE" GARAGE EMMO: LEFT PAGE: DETAILS 160 MPH EXP. C SCALE: 1/4' = 1'-0' s*9mw S6.1A • � W GABLE -END T_ A W ROOF WIND DESIGN PRESSURES' NET(GROSS) 710 ASCE ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE 'C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.10 ROOF DM PHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH Bd 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 Sid GUN NAILS TO 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 SCREW SHANK (16-20 RINGS PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING ATV 2. INTERNATIONAL STAPE, NAIL 8 TOOL O.C. MAX, IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR T R LASS —_ EXTERIOR SHEATFIING USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. .. TOP & BOTTOM EDGES .. (g) Z9 0 LL N O ate. . �. CD )� to z cc w (Dw Y I (j 05 0 Z S 11 mmm , 4 146021, il ---___`' ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS 6" O.C. IN FIELDTYP. EXT. ` H 0... TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS a 12" D.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS (R 12" 0.6RjN FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUMAGGREGATE SIZE SHALL BE YV. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT pRpWpE 6%AXi ENTRAINED CONCRETE EXPOSED TO EARfNORWFAT}(gt NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALLEXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 04AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONr,ROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER.Fb= 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5.13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAVRNGS BEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. ELASTICITY = 1,400,ODD PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS. COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 POP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 61h EDITION. SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD -TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE•NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, •DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA SCSI 1• ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED 20 psf TOP CHORD-ron-comusnl REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #8 BAR - 36" WOOD TRUSSES. 10 Psf BTM CHORD -IwTI-GGncurre 1 05 BAR - 30' #7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36• x 3W CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS 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 A58.1.1982. 16 PH TOP CHORD p 7 CHORD (7 psf w/ ASPHALT SHINGLES) tty// No GVPCRETE) (1 PSI ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5 10 psf BTM CHORD 6 s/ BTM CHORD p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10paf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pat WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PSI WIND: DEAD LOAD SPEED =160 AWN 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 (FBC EXPOSURE C, RISK CATEGORY IO INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE'. 10pst, UNINHABITABLE ATTIC WITH LIMBED BIT TTICWITHUTST LAYOUT, SPANS S ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: ZOpsf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: BALCONIES (EXTERIOR) 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: IOpsf, GUARDS AND HANDRAILS: 200pat, GUARD INfILI COMPONENTS:NTS: 50ps1, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30pst, 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" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCRAWLS, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND 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 OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, 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 BOLTSMAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG, FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pet, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE SHALL BE 3/8' 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, FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL R THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY 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. THE MATERW., FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AB00, GRADE B, Fy - 46 kN. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE B, TYPE E OR S, Fy = 35 kst. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5- STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS. WITH HISTORICAL STRENGTH DATAFOR EACH SEPARATE MIX PRIORTO OTHERTENED BOLTS ERS THE TURNED ELEMENT, BOLTS SHALL ACODANCELL BE ASTM 2T CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5"U- PRIOR TO THE ADDITION OF PLASTICIZER INTHE METHNDER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD, CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C 04 OR MEASURING, MANG. TRANSPORTING ETC CONCRETE TICKETS SHALL BE TIAESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DRAY 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 OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A B FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIORYYEATHER 1.1WFORM6ANDSMALLER TF R#e AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER Y4' FOR SLAM, WALLS AND JOISTS Mir FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTEN R MRIGTION TYPE sPACMG TYPE SPACING REMARKS I—TFURRMGTO MA90NRYILONC, CASENAROENEDGOx NAIL i-LONG. S°dL GARAGE OOM MUCK TO MASONRYMXXNO III°DIA. NO —HER TAPCON MASONRY FASTENER a•QG 11/L'EMBED.,YENODST,. I - EDGE DST. lOD,AL.EXT.000RS LASE NAROENEO COx YdC WMDOV/NOOfL FASTENED GARAGEDO Eu. 12"DIA. W/ E%PAN&ON BOLT fI"d•C I°EMBED,. 1"ENDD ST, IIPT,SEENOTE. NML11?LONG. STAGGERED INTO MASONISYILONL. TO MASONRY20NC. WASHER SEDGE DIST. Wamow.. LASEHARDENED Col. I- WINDOIlf— ASTE.. METAL —TO CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTE NAIL IYd I-- STAGGERED INTO MASONRWLONC. N-1I c— REQUIREMENTS E%T.9WMNG ODOR BUCK h PT,SEENOTE. (E))2nBON WASRER TAPCON I —ER IB°Q'L 112°EMBED, S" ENO. DIST.. III EDGEDIST, NOMBEAWNG WOOD WALL TO CONC. SUB I- EXPANSION 4°EMBED. I END WI WASHER BOLT 21°dC OST.,YEDGE DST. ?r PT WWOOW WOK 0.13A°P-2fAY FOIL 4"fNO.OST.,I VC PT TO STEEL Oh., SEE WI WANNER STAGGERED EDGE DST. NOTES 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 HEAR DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REOUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 144d. N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M. 0003346 J ru A�yyE � W � OE q O S Q Q 8TJS3DM A. LOT ABBOTT PARK LOT #44 BLK #9 PROJECT# 04181.000-44093 MODEZA 3EFB "2447-ROBIE" GARAGE 8WD9G: LEFT PAGE: DETAILS 160 MPH EXP. C DRmT 11/25/19 ATW. 4" = 11-0" reOAtl e R S 2eP�jr /,�14 S