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HomeMy WebLinkAbout38279 Sonnet Landing Ave9� 2447 3EFB-ROBIE99 K SHAME COMPLY `WITH PR,EVP,IL N' ALL WORK - Gn �•BU"DICC, CtDEas NAT!GNAL ELECTRIC CODE, AND THE CI r v OF zi pv-AYRHII_> ORDINANCE$ REVIEW DATE�� CITY OF ZEPHYRHILL PLANEX�aNiIHE6� HOMES 12602 TELECOM [--)RIVE, TAMPA, FL. 33637 Tel: (813) 740-9720 Fax: (813) 74O-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 - BuW= CWX 7m l (m) -ILL LOCJL 1ND 81A!! CODL9 -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB .10. INTERIOR FMISH - CLASS B -BASIC WIND BPEED - volt=tepo, MPH Vasd=124 MPH -EXPOSURE - C :EXPOSURE pM R&9IDENCE - .?_ RggIpENCg - �y Ggp p� AND STATE CODES A/C ABOVE LAM. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ALT. ALTERNATE �R. MEDICINEF;"E�F AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T METAL THRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TO SCALE CLR CLEAR OC. ONCENTER CONC. CONCRETE PL PROPERTYLINE� CPT CARPET P.B. PUSHBUTTON C.T. CERAMIC THE PH. PHONE D. DRYER PI-T. PLATE DBL. DOUBLE PLYWD. PLYWOOD DO, DUAL GLAZED PR. PAIR DIA. DIAMETER P.T. PRESSORETREATED DIM. DIMENSION R RISER DISP. DISPOSAL RAD. RADIUS DP. DEEP R.A.O. REFRIROOMGERURN AIR TORILL DR DOOR REF. REFRIGERATOR �� p��P� R.O.ROUGH OPENNG D.W. DISHWASHER S.C. SOLID CORE EXTDR EA, EACH S.D. SMOKE DETECTOR ELFv. ELEVATION S.H. SINGLE HUNG EQ.EQUAL SHT. SHEET EXH. EXHAUST SHTHO. SHEATHING Ex. EXTERIOR SHWR. SHOWER .GFUEDGSun. SIMILAR F.G.. FUEL GAS SL. SLIDING E FIN. FINISH SL.GL. SLIDING GLASS FIR. FLOOR STD STANDARD FLUOR FLUORESCENT SWS SHEAR WALL FR DR. FRENCH DOOR SECTION FTC. FOOTING TEMP TEMPERED GLASS GA. GAUGE T.O. THICK GAR. D SP GARBAGE DISPOSAL T.O.C. TOP OFT.O.R Top OF CURB G.F.L. INTERRUPTER ERRUPT RLT CIRCUIT T.O.S. TOP OF SLLAB� GL. GLASS TYP. TYPICAL GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSE BIB OTHERWISE N.C. HOLLOW CORE V.P. VAPOR PROOF MR. HEADER W. WASHER N UL ` NIUULLAATION WD WOOD W/ WITH INT. INTERIOR WDw. WINDOW W/H WATER HEATER wi. WROUGHT IRON DATZ DESCRIPTION 06imn 2-STORY BLOCK CONVER810N ARCHITECTURAL SHEET DESCRIPTION ��� BID BET I88lED PG CS —COVER PAGE PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG A1A—DETAILS PG A2—SECOND FLOOR PLAN PG ASH —FRONT &REAR ELEVATION "H" PG A4H—LEFT & RIGHT ELEVATION "H PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVAL PG WAS —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WAS —WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS WA6—WALL ASSEMBLY DETAILS d/" 20T1 FBC UPDATE 02A7/m STOW ELEVATIONS ADDED 02/BA4 E-ISSUED, BID GET RUED FOOTING REVISION PER M. BOILES 06/14/m gRp,ORATE I -JOIST DETAILS 1 FRAMING PLANS PER M BOUEB OVQA9 CONSTRUCTION DoCUMENTB RE-IwAr) OO As BOLLARD DETAIL REVISED OV26A9 DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 812A 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 S•T7�1. /'ITT /�•'Q 11 �IlflA/ ►7 02f6/19 TRU88 IDES ADDED TO FRAMING SWEET m46m �t'NT�E **"LIVING 10" Sa PT. 2ND FLR LIVING IS" ba PT TOTAL LNPING 2441 Sa FT GARAGE 403 SaFT. ENTRY i!2 8Q Fr. TOTAL 28b2 8Q FT. ° PATIO SO ba FT. O4VA REVISED LINTEL SIZE • BOW 044" UPDATED LEDGER BOLT KM 18PACMG 06/IVIS ADDED LED LWITS • KITCHEN 4 BAYWRO "m PER MARK BODES oarm9 R1v1eEDl,MTLAYOUT BOit SPACNN3 REVm® OVOI/M 111MR ACE USP CONeG'TORB WTN 8t'PSON CONECTORS 0 ffm IWYM STAICASE AND SIAI! SECTION DETAL OAAm ADDED OPT W%TAIIS LIVIu: p DOORS to 2 b OPT. eA o OJs Wit. olnoirr ITIC STRUCTURAL SHEET DESCRIPTION MWI ADDED SOFFIT DETAILS PG Si —FOUNDATION PLAN PG SIAA—DETAILS PG S1.iB—DETAIL4 PG S1.2—FIRST FLOOR DOWEL PLAN PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3-FIRST FLOOR FRAMING PLAN PG S3.IA-DETAILS PG S&IB-DETAILS PG S4-SECOND FLOOR DECK PLAN PG S4.IA—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG SLOAD TABLES PG S6_ROSAFE -ROOF FRAMING PLAN PG SN1-DETAILS PG SDI -SOFFIT DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR IIiTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET. THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WELL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAXES NO RESPONSIBBJTIT FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngfoup.com AA M. 0003325 a k sumry ac XIOT: ABBOTT PARK LOT #21 BLK #9 04181007-21091 aA0 MrJ 3EFB "2447-ROBIE" GA1%AGM SWING: RIGHT PAG2h COVER SHEET %160 H EXP. C sumry ac XIOT: ABBOTT PARK LOT #21 BLK #9 04181007-21091 aA0 MrJ 3EFB "2447-ROBIE" GA1%AGM SWING: RIGHT PAG2h COVER SHEET %160 H EXP. C GENERAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) 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 FBCR 2020 CHAPTER 3, SECTION R301.2.12. 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. 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. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 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. GARAM AM CARPOM 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 R302.8: 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. omwm 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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" TEAM 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 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 8- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLU 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 FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR 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 FBCR SECTION P2603.2. OITERIORWALLOONORM 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 FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE OO'OUOR F1lIEi 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2- THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-Cl063-19a & ASTM-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & 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-CIO63.19a AND R703.7. Ply REWMf OONMINI IIOR 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. O071pROOLl1w 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTIM MMI ONIOIYAM CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / 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. Uflm > 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 71h EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngtoup.com AA M: 0003326 oil S n ow ow F ELI)IV. do LOT: ABBOTT PARK LOT #21 BLK #9 P THROJECT 04181.006 21091 MODEL: 3EFB "2447-ROBIE" GARAGE SWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C OCALE:1/4' = 1'-D' CONTROL DATE: 12/10/20 (RM) GN 42• HALF I SV (2) 2.12 HCADER (2) LAYEM OF 31/4' PLYWOOD SSE Mumma rLAN OR (2) LAYEM CF 3/4'RiOM SIb RIM FOR (3) 2.4 DLOCKNS, S&XID"Lwa GEE Mumma PLAN 8/4' T4S Mb RLOOR SECI#E TREAD6 TO STF042M OI-IZD A SCIFARLM WK3)RI D' SORIM • EA PER FAAftltW p YWM 6CJ To skin D V-4 3/4' 2ND FIN. FLR — — OPSIb-R.00RSWATNNS — ON0SEEW-0' W6�=NM 5w-,. HCaT. PLAN \ \ PRE-ENS'D FLOORNS SYSTEM 42' H. 14 (SEE FLOOR FRAMING OHM) WALLS p (2) 2.0 HEAOM SEE RR.M7' NS \ < \ AN \ D(4' K1CK \ Nam, PLATE \ L 'I 6TAIM MUM TO COWOW TO FOMTIN MMTICN \ io v20m) 'TM RISER., 3/4' IN COATS \ \ r MAX TOP VA7� IN ANY NO3MG PLATE j m C SEOTIGT TO = I'-V4' OR PROVIDE EO)IVALENT SRAWADILRY WNDEM- MN. W WIDE • \ iv NARROW END MN. II' WDTN • W FROM 2 X 4 F@-NFORCNb NARROW END D4' Mil HANDRAIL FIST. • RO STAIR DATA, EA 2 X Q 6TFti1SER � M?90LM W/Gd 6'-S' OC. q BAR DETAIL BR7R��1b2' ST WALL0 UNDMM �'• TI P 081NG D-Um S,T S'IRNSM \ \ REMOROLD WQX4 6" 0 i 41 A 8 : 1/2 •1'-®' 6TAMR MANAGE AND ANY 60FRT6 op FRO,ECT® 04 THE 04CL06W MDE Mb wiccw'ADI�$ W \ WTH 1/t' SYrSU'7 BOARD& MWX 3E2.,. PL-4O0 OR SIMLARE • \ 0'-0' FIN. FLR kA EA WORIWNTAL RN 2X4 AITAOFlD RV 1Od MASONRY NMLS • 2X4 P.T. OLMM4 WO SLAD WTHN S' OF EACH END, 32' OZ. MAX. B STAIR SECTION SCALZ ® HANDRAIL • W/ 2X4 RE -IN THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FSCR R311.182 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1j't 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 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. 2020 CHANDRAIL SECTION scAL : 9/ ••1-m -- D HDR .IDS NOTE: HEADER FINISH TO BE PER COMMUNITY STANDARDS 1441 N. RONALD REAOAN BLVD.' LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407.7744078 www.abdeaigngroup.com AA 8: 0003325 To 4 MUBDIV. /a LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 a�oaErr 3EFB "2447—ROBIE" GARAGE 27AING: RIGHT PAGE: FLOOR PLAN DETAILS 160 MPH E . C 21'-4- wqxx ............ o tag t4 t.4 OMIT 51-11, [2'-4' 12'-,V5'-4- 20'-0' 2-3'-S' SECOND FLOOR PLAN SCALE. V4 - V-0' 1441 N. RONALD REAGAN Bt LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA t. 0003325 I summm as LOT: ABBOTT PARK LOT #21 BLK #9 IPIROJWT 04181.006-21091 MODZL4 3EFB "2447—ROBIE" GARAGE ElTrING. RIGHT 1 PAGE: SECOND FLOOR PLAN 160 MPH E& Col /-23II' ----------- '- B� LDG. HGL 614INGLE ROOF I-'-4' 2ND FLR BHGT� RG. -- FMPON OKTWI -- OR E4W VALENT V-4 3/4' 2ND FIN FLR - 16T FLR -i - -- ----------- - ----- B�S'-0' - a 4' RAISED SAND (TYPJ r 4' RAISED BAND (TYPJ D 0'-O' FIN. FLR LME TO BE 6C0RHo FRONT ELEVATION SCALE: V4 • P-0' TEXTURED FNISH I-l'-4' 2ND ".. NG T BRe. HGT. 4I'-0. _--4' 1tM6ED BAND (TYPJ �S' RAISED BAND 9'-4 3/4' 2ND FI— IST FLR TBRG. HGT. COACH LIGHT 6' RAI6ED BAND (TYP.) S FIN, FLR, 11'-4' 2ND FL R BI--GT AREAOFATTIC = 1451 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1451/300 = 4.84 VENTILATION AREA X SQ. INCHES PER Fr.(144) = 696.48 SQ. IN. MIN. REQUIREDVENTILATION = .5X 696.4E IN UPPER PORTION OF ATTIC = 348.24 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 34&24 /138 TOTAL# OF VENTS REQUIRED = 3.02817 TOTAL#OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERT MITER OF THE HOUSE, LESS THE OVERHANG (E)MRIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) V2' TNCK 2 COAT CET'@R PLA6TER APPLED OIRBCTLY TO MASONRY — 4k4' QALV.'L'-TYPE FLA614M0 MT IN IUMDEItl.AYt'ILfT Aa PER FECR 2kER < 6YP PT LECO6v 9O6.0 ROOF aFEATHNVO TH3MO' ' VlSta' THREADED ROD 32• A6 PEEET R 6HOW GEMMD PER OL. 4 WITHIN 6' OF EACH FA67M4M 6CWM01 I.E — r' pop MAX MET IN SMP6ON Ott-SONUU-06 H2 aTREN9TH EXPDXY 214D FN FLR nmm 6' MIN ®IND. 2.6 6YP MIFTER6 OR PRE-E4200 ?Ift" (PER ELEV.) A __— I ELEVATION J MN VU' Oft SHEATHM6 2X6 6YP PT LEDGER 2V V2S:6' T PW-40W ROD OLOW TO DE Md#ED TO 32' OG. 4 WITHIN W OF 2X6 MEIN 11M W) ad NAIL6 EACH END MAX. 8ET IN 6' OL. • PlRR7ETER I'-4- GR PGON HIGH STPMNMT14 P en—sON LW-26 UV (4) IOdY y�-m' EXPDXY 6' MIN vylow. TO LEDOER AND (2) iOdY TO 2x6 JO*T C LAN EL FOR 6OFMT OVERHANG DETAIL A 6CALE: 14 • V-0' WOOD TRIJME6 • 24' OG. iv A iv GUBMIT SDRAWN" HALED lwY PR0 MM1- M OMM FOR REVIEW S'-4 3/4' 2NDs `" `' ,�9'-4 3/4' 2ND AND CC FIN FLR��- ---- ----------- ----- -� FIN. FLR. PLYWOOEATUtl ME W-O' 15T PLR- , ,�8'-O' IST FLR 6lfalgr � HG��_ 13R3. ___—_—_—_—___—_—_ - - _� B� WWI A(PER FLAaHM9 W) DRIP 7AINa a1R4M A10Pown"62Ad1P ❑ROOFM6 FAWITI GREAK IhE. AL MAOMeM WO �M, 2x6 FA6CW a@BTItl)CTUFOR FA6TE4ERaVINI'ED T PER ATTIC CALC'6N' THICOAT C.1lmWT PAPPLEDECTLY TO MASONRY 0'-0' FIN. FLR - - ,�0'-O' FIN. FLR RAIMD PER ELEVATI" MIMJL PM MPER PLAN RAKE SOFFIT DETAIL B REAR ELEVATION F-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32T60 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 6: 0003325 i F ELECTRICAL LEGEND SYMMIISOL DEFINITION NOTES my OUTLET Its, ACP a•MLE rams WV OUTLET SOV OUTLET N OF ounxr IRMO TO awrmw OA IIOV OUTLET EO#PSD UV~ MOPU"M(TAM PAIL Ira1M•TA C TTli) 220V OUTLET (4)WW CCNNM= N 1I� OFI oounAT pO NfEIONPTMRT SWITCH SWITCH 3-WAY OPIR t74 SWITCH 4-WAY OPER f1 r�J W1YMpMED LOW CEANS LJONT Q LEG CLO LIGHT Qvr La! VAPOR PROOF LIMIT OVp LISNT P"°°P OIttCOMD CAN eMR.PMI 10"FMR&A PT. IYLISIIT I CI--- F" FWRM (am 11111P SIT ® 241" MM I4ROtND f ) � 2-1111" wsAr ARallo f ranJ RANXNNCM 4' PLIIOIRIICEO p�� 60 C 4' TRICK LONE PANEL METlI! atMOla oatECTm Mw �rO��SD. L�J WALL ""no a1MDea DETBCYOR IY� BleO c~pMEetOII SLR Q NOT UM 1ras14' fream WALL PMDINT LOW NATURAL 4"CUILIff ► TBWP"OJACK IMTMe Iau+Me DIaO01•J•'T aB0 Aw aN TE.Bwam JACK M aE a13'PORISD N JO J-11m AOOOImINCt W EON AS a" FOR TOM al#•rOPIrm N CSLNS PMIIUMMIT ACCOIOANCE II BON FMIMfSD AS III Il= AQ� 24' NCMIOI sew LENT STRIP a►• arwnLacow Lkw ~ �nnnnnnn A• LISNr eTIWP ILOOD LIaIR -- of. � I• Y • PA PwN-BurroN roR CHM iSE PORT • LOCATION OF TV JACKS a M40E OUM1EIS 4 PMM TO BE VERNW • WOMEOYFEIt PIYi-OOIM7RICTION • �� 20 AMP BRANCH CIIRDATS TO BE ARC PAUVT FMR0IEGTED PER ELCCTPZAL PRITNIONS or rem • 20 Mir DEDICATED LAWDItr c • OR • ISLAND (NOT ON KRCHl4 CNN=) • GM K&M DISCONNECT TO EE LOCKOUT N PANT • BATHROOM W 444W PIN TO HAVE MBL CAPACJTY OF 90 CPI NtOPNInIOW PER a1LEOT11IIcAL PROYNN" OF SECTION MMO13 Peal 11u aolTto4 roetez • LAIMDR( 1110O1 IIOCEPTACIA SMALL BE OROUWZb FAULT OBRCUR-MERRS•TMR PROTECTION FOR ON • ��SWON MTALLK: CABLE PER MJDCTMCAL F ROVMIONS OF FBaR,•ne • ALL 110M TO COTLY UN P MOVISIOM a• THE I.ay R iTe1 ®(9E64a1Tries recall PAM 1 — — — — — — — IM12 PRE -WIRED PRE -WIRED // C 4 FAN uvw R0" `� I qp WOOD WIRE W/ t® / OUTLET POR /• / FUTURE MICRO. T'IT % I GF FOR DW I f L L / I 33 I 42 TH I R `\ I L — ® I t ' I fiFl � ITCH M ( / CABINET — — � — — — PAN. I G,4RAGE \ DOOR GFI •kV 44' APF. O TO I GARAGE D FL �.� BOLLARD," REci. PER BLDG. CODE 1 / `��KEYLE88 / FIXTURE 16 re>FI ED. GARAGE DOOR .!� PRiEWIRE IRRIGATION GPI OUTLET all 48' AFF. —>-. EMY 1 1 ------�""_ LLIiCTHT FIRST FLOOR ELECTRICAL PLAN SCALE. V4 a P-0' ALL BRANCH CIRMM RECNRED N RM 21DA2 ARE TO BE PROIECTED BY M ARC -FAULT NIERRPM LISTED TO PROVIDE PR=r.CHI OF ENTIRE WNW CIRCUIT METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: 6/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Arnp M.C.B FEEDER: 3-#1 Cu THMM 8 1-#6 Cu (G) in 1 12' C. OR 3- Ill AL TH1MJ 6 1-#6 Cu (G) In 1 12' C. WI. Pole Star Dowd tion Waft I Cireuh Chow weae Deasrl tlon Bkr Pole Wt. #12 1 20 Extedor Receptacle GFI for TUG 1200 1 2 Spate Span 912 2 1 20 Irrigation Punp 1000 3 5 4 6 6240 A/CC.U.-1 30 1 2 1 #10 Space 7 8 PANEL - A PANEL: 42 at. breaker VOLTAGE: 120 / 240 V -1 Ph MAW: 150 Amp M.L.O. FEEDER: 3-#1 Cu TFMM d 1-06 Cu (G) in 1 12- C. OR 3- #2N AL THWN 8 1- 06 Cu (G) in 1 12' C. Wire P.I. Bkr Deacri tion Watt c1=11 Circuit Watt D-1 on Skr Pole Wire #12 1 20 18mallAppliance 1500 1 2 4 8D00 Range 50 2 #6 012 1 20 MlcnOw 1 Hood GFI 1800 3 #12 1 20 S-11 Appl ante 1500 5 6 6 46M Water Heater 25 2 #10 412 1 20 Rdigeretor 1500 7 # 12 1 20 Dining Receptacles AFa 1600 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Rero tries 12DO 11 12 1500 104aheasharGF1 20 1 #12 012 1 20 all Fdl / Okdn AFCI 12DO 13 14 16 5000 Dryer GF1 30 2 #10 #14 1 15 en, UNng Roan. Pmiry ugms AFO 900 15 Space 17 18 15M Washer GFI 20 1 1 #12 #14 1 1 15 SDB GO AFCI 900 19 20 100D Garage Door Opener GFI 20 1 #12 a12 t 20 Bed#28Bath#2AFCI 12DO 21 22 120D Gave / Extmar Lts B Receptacles AFCI 20 1 #12 912 1 20 Bed #5 6 Beth #3 5 Hal18 LaundryAFCI 1200 23 24 900 Bad #1 AFG 15 1 #14 Space 25 26 900 Bath #1 AFCI 15 1 #14 spa. 27 28 1000 IPigeam controls Ny 20 1 #12 ace 29 30 space ace 31 32 Space ace 33 34 SPace S ace 35 36 6 aca Spacer 37 38 #8 2 35 A/C AHU-1 (Fiester 5 KVA al 65% 5625 '� 41 space 42 space Load subject to demand lector calculations /Dine 16800 26700 Load w act to demand lotto calmladons / am Demand actor Calculations: ABBREVIATIONS: AFCI: ARC FAULT ORCUn INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load wblect to rtmmd factor 4330D First 10000 watts at IOD% 70000 Remaining watt at 40% 13320 Total A/C load 11m LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total C—I d Load Welts 35085 Total Am a (watts 1240 volt) 14a2 General Lighting 3 Reee cle Load Total A/C Square Feet 2447 General Lt 8 Rao 3 W 7341 H-Hats i rn 651(U/Li Mat 100% 65 Taal Gmerel Lights a Rec (Watts) 7406 CktsS watlslckt wa Total ils Ger•rel Lie 5 Rae Panel A 8 926 7406 / \I I � L I I M I LED LIGHTING Cam? SINGLE LAV. BA 180 AMP ELECTRICAL RISER PROVIDE SV/0 CU, THLN 4 1% CU IN 2' CONDUIT OR 3 'INTO AL, THMW 4 P6 CU IN 2' CONDUIT OR 2/0 AL. SP.IR. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVEM44NW NOT TO SCALE. CO'EIIATION SERVICE 00 AMP DISCONNECT SWITCH AND 120 O VOVOLT GENERAL NOTE& n ELEcTRIc METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE PE�GR TTHH PANEL EDmOI.1 r2®2®). LOCAL C40DM AND ALL LOCAL POWER COMPANY RECi11REMEMM 160ARP B. ALL CONDUCTORS SHALL OE TYPE THHIN/THWN UNLESS mcm NOTED OTI-Im E. POWER COMPA TRANSFORMER PROVIDE ENO AMID, 120/240 VOLT, 1 PHASE SECONDAR - MACTMCAL SERVICE. PROVIDE 3 9 COPPER (CU) IN 1412" DIA 804EDULE S0 PVC CONDUIT OR PROVIDE 3 42/0 ALIB•IINU'1 (AL) IN 2" DIA BCFEDULE 00 PVC CONDUIT UNLESS SERVICIE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. M. SCUM SERVICE ONE �J NMRSY67W BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE fARO11JD CA MECTRED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE PECR TTH EDITION (20=1 S/S" DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup•cm AA #: 0003325 g me Am 8i8i yg Q Q v f. StmDIV. A5 LOT: ABBOTT PARK LOT #21 BLK #9 FROXIMT11111 04181.00 -21091 MODEL: 3EFB "2447—ROBIE" GARAGE S11l2NG: RIGHT PAGE FIRST FLOOR ELECTRICAL PLAN 160 MPH EA C ELECTRICAL LEGEND SYMISM DEFINITION NOTES —e ESV OUTLET 20 AIP &MA Pala lov ounxt UOV QLTm N OF Culm mom TO aumm au nsv aun Ermawm Do~ w~n.mm RNaTJRR rrPU m@ 220V OUTLET (4) WIE C04NEC7I0N ome unlT' r FAULT &004 swrreN 8-UL4Y orm 64 SIIETCLL 4-UAY OP4R L. (1 o WLL NOINTED Low CELNO LUNLT © LOP CLB LWA41' LBO VAPOR FROM LOW @ VIO VAPOR wow PROQ @ R =ww CAN VENT, PAN Ia"PER ao. FT. YYLIOF(TULK W I QM FTIR aO. A. FaRU! rw�Ecr TED arr 24m" WRAP L / ) l M'NTJ .IIR000 KAIDNINCENT 4' KU:':OL7R p d0 d TRACK LiaW PANEL METER (D er% own orma owWALL yE,yasolra t=•1 "CUNTIC,aR .MI�IR ®smam 8/CA ON wH MULL aE A DUTANCE OF NOT LETS TNN 4' RALL PENDANT L OHT LIB NATURAL am CUTLET . TELeFl4MR JACK WATER HEATER oRcalaecr "R CCWrlQNM Drearaeer SO AMU ON FE MXVM N JACK JO }EON roA0001OATYE W EW[ MAw® AS NU H FOR ACACCOORDNWE �q COLNO RANLIONT V IM MAN=Aa amroR �nnn 24' 1 CAIOYQR LOW ~ LIGHT eTwP nnn y INCANDESCENT LENT aIIRP rtoaD LMIR a[OJa1RY KFL IQrPAD • P7. Fusw4wRON row awma Ulm row ' LOCA"M OF TV JAW 4 PNOHE OUTLETS A FANG TO INS VERSED . MCMEOUNER Pwa•CCN 174=ION MWIN• • AL" 20 AMP /RANCH CM6UITS TO BE AMC FAULT PROTECTED PER 9LECTRICAL FwOV610N/ OF lmCa • 20 AMP CIMICARED LAUNOW CIIa;alr. • ON . KA1O (NOT CN KnCWM CO UT) • D04146NOR DIaCON ICT TO III LOCKON T N PANEL • EATIalOOM EXHAUST PAN TO NAVE MN CAPACRY OF PER OP booll N MR09A1TiR�.. ONS • L AUNCW' "DOM REC6PTACLa MALL !E OROUO FAULT COICUR-MEtlarilR PROIEGTION FOR PERIOM®. oN "MR)m • uTwNO M ITWOD ON" all NON METALLIC CABLE PER ELaanaCAL PROHSKNa aP SCR YfHI aD (20202 • ALL. WOIYC TO COM7'L7 YIRN .r .'.r.••� PRpy�py M F�Ga 7TN aU) MJATIei QMUST WE SHOW" SECOND FLOOR ELECTRICAL PLAN /4"I-m ------" � I � L t t ° t t e t t t=1 t t LED LIGHTING @ DBL. LAV. OATH -I LED LIGHTING @ DBL. LAV. 5ATH v3 1441 N. RONALD REAGAN BLVD.' LONGWOOD,FL32750 PH: 407.77"078 FAX: 407.7744078 vr4mabdesigngnwp.com L AA M: 0003325 q i MEN 3 F sLTBDIV. Aa LOT: ABBOTT PARK PI LOT #21 BLK #9 0418PRO006-21091 MODEe 3EFB "2447-ROBIE" GARAGE 81INWG: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C DAATM. _ 05/24/21 8CALE 1/4" 8111cm E� HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER M dL REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALLE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC TTH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET G. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL 15E CONSTRUCTED OF SMOOTH GALV. METAL. OR OT1 ER MATERIALS AS PER FBC TTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC TTH EDITION (2020) MECHANICAL CODE 603.1 1. 15ATH ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL DE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 'TTH EDITION (2020) MECHANICAL CODE SECTION 403. B. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETUIRNED, TO EQUAL AIR EXHAUSTED. 1. ALL FIRE RATED CEILINGS AND WALLS SMALL 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 MPG. RECOMMENDATIONS AND FDC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFRISERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH POP BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. ALL VAC TO HAVE PROPER PANG Wf DRAMS �SiiC? LEGEND ® SUPPLY AIR DFi USER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIPFUBER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OED 0 CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® T14ERMOSTAT m PASS-THRU AIR GRILL O O - EXTERIOR WALL PLENLIMT y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO CONC. W/ 12�9/16'X2' TAPCONS CONDENSER UNIT BNhPGON WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL T REFRIGERANT LINES TO PLATFORM RETURN COMDENSING WIT TRAP DRAM LINE AND TERMINATE 4, �� �� SECURE STRAP TO UNIT W/ (2) s8XI V4' SHT. MTL. SCREWS M AN AP}ROVED DRAIN, AS PER FBCR 1TH EDITION COD MECHANICAL ELDG. CODE CONDENSER UNIT HVAC SECTION 301.2.4 DRAINS CONNECTION TO PAD NOTE. MAIN COND. DRAM 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR COUNTEIftuw BRONZE FL. PL. OR WALL CA. PLUG ---FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES N DRABS TOP CAULK P.V C OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYY .) FIN. GRADE OR PAVING SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP� FIRST FLOOR MECHANICAL PLAN SCALE: V4 . P-0' ti 1441 N. RONALD REAGAN BLVD., LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 J a a F avaaiv as LOT ABBOTT PARK LOT #21 BLK #9 PROOJWT 04181.006-21091 xoaau 3EFB "2447—ROBIE" GARAGE aTi►nM: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXE. C HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED UNT14 PROPER CLEARANCE, FOR SERVICING, F'E¢ 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 FAD 4 MASTIC, AND INSTALLED AS PER FCC TTH EDITION (2020) MECHANICAL OLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS 1 AIR DUCT AS PER NPPA WA 2-3.1 4. PWOH AIR INTAKES SHALL yat BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VEIN' OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER FBC 1TFI EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURAED, TO EQUAL AIR EXHAUSTED. S. 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 PBG 1TH EDITION (2020) MECHANICAL CODE SECTION 601. V. GRILLES AND DIFFUSER& SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DCF BOOSTER FAN OR EQUAL FANTHCH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DI PLIMR RETURN AIR GRILL ® SIDE -WALL OR I WAY DI limit — SOLID LIFE- SUPPLY TRUNK — BROKEN LIFE- RETURN TRUNK I BALANCING DAMPER OR OBD CEILING EXHAUST FAN RCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT MI PASS-THRU AIR GRILL FREE DRAW AIR HANDLER CLOSET W/LOUVERED DOOR SUPPLIED BY BUILDER SECOND FLOOR MECHANICAL PLAN SOALE, 1/ -0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-5078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 R 6 LN SITTHDM & LOT: ABBOTT PARK LOT #21 BLK� #9 04181000-21091 MODEL: 3EFB "2447-ROBIE" GAJRAGZ 8lVWa: RIGHT PA►ZIM SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C 2X4 TOP PLATE ���-.�,�{�-�� l 98/8'ORS M'L,-�'+ 7 1/t' DRYWALL CH TOP GFWN,lL f26 PRE-FAB TRIM G4) Y7' TMMMCMC t COAT cmam I/2' CLCx BOARD 1-Fo I1110 A—CalaffOO ~ Op n 1/2' DRYWALL DommIr t0 Rp�rapce'�Mr 3 S/S' OR S "'METAL STUDS M AACN f 2.6 P.T. ATO ply STUDS IN 24' Oa. 20 GA METAL TO BE 5' DIA. SLEEVE, CELL A6 Fu PARTITIONS SUPPORTING INSTALLED IN WALLS VI DO NOT CUT APFIM OVAL IVO1 in, DRYWALL WALL HUNG PLUMBING BETS AVID �N LOWER29 9 S/8' ORS '0 a iaoo 1441 N. RONALD REAGAN BLVD. CABINETS AND BE INSTALLED 25 !f-AF . BOTTOM 'R eeATWe•TpIP LONG WOOD, EAGAN0 FIXTURES AND WALL GA METAL r0 BE INSTALLED CABINETS SHALL BE NOT IN ALL OTHER WALLS. STUDS .)CHASECURED fib IFS w MOULD** PH: 407-774,6078 To W SPACED I6' Oc. AT 2ND BOND SEAM NOT CUT t M' C sMaK Mp e.s u.AROUND Wr LESS THAN 2x4, WHERE coat MXxMRIaWF! FAK40T-T7440T8 2x4 WOOD SPACED NOT MORE atA�IR�LLELL AtmB TO OOR WV 3/4' SOLID GROUT THE BOND awTRACK 011AAWIft www.abdesigngroup.com eEaaRE ST. &tIJpS •24' THAN 16' O.C. OR, NOT WALLS W/ TILE FINISH p RooR � l l)- 5 - SEAM � �'D � � � AA a 000a�zs PLATE to &LAB oc W/ V4' WOOD l2) COURSE REBARS Fp ODUOT �v. M a�uFaa MMOOR W/ 104d MASONRY LESS THAN 2X6, WHERE NAIL a 32' Oa SPACED NOT MORE MAX THAN 24' O.C. WOOD BASEBOARD SCREW -- :.. ` MFpOnML pm YOUPDAL TRACK SY o"4100 pr MAUF. TRACK ROOM AMTpO✓AL pm o -m' Fda. PLR PLATER FLOOR . 1—STORY TYP. INT. WALL 2A PIPE THROUGH BOND BEAM ze GAS LINE MU BLOCK s GARAGE DOOR JAMBS �� SCALE: 3/4'■1'-0' !G N'•M �i�TYP. INT. WALL (NON—BRG.) lA METAL STUDS (NON—BRG.) D1 SCALE: 1 i/2'•i'-0' p� SCALE, S/4'.1'-0' Dl &GALE, 3/4'.I'-& FIBERGLASS SHhaGLEB WITH InLAS LAYMENT FIBERGLASS SHINGLES WITH UNDERLAYN'ENT AS PER FBCR WS.LL ROOF SHEATHING 2X4 OFF 24' OC. MAX. SECURE W/ (2)12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS 844INGLE6 WITH UNDERLAYMENT AS PER FBCR SM.U. ROOF SHEATHING THICKNESS AS PER SHEET SNL Q D gg FIUlIBE}�aLA881� ING�S SHEETT8N1 SECURED PER SECURED PER A8 PER FBCR 905.1.1. PER PER STRUCTURAL DETAILS AS PER FBCR WS.U. ROOF SHEATH, P FASTENER SCHEDULE ROOF SHEATHING SHEETHICKNESS AS PER FASTENER SCHEDULE eq THINESS AS PER SREG CKLPER STIFFBACK AT ALL UPRIGHTS SHEET SNL SECURED /8' GYPSUM BO FASTENER SCHIIEDULE MTL DRIP EDGE PER STRUL CTURADETAILS hRL. DRIP EDGE PER FASTENER SCHEDULE 8 RTRI=TIGTH CLG. 2x FASCIA PER MAX---PRIS-ENG+ MID. ' 9 2x FASCIA PER � BOARD RE I RENCE ELEVATIONS O. ELEVATIONS W STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT u PRE-ENG TRUSS SEE EN't£RGY CODE FORME PRE-� TRIM WALL SHEATHING CONT. 2x RAT RUN SECURED PER � O INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING i REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE SNL SECURE PER INSULATION R-VALUES THICKNESS AS PER PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNL SECURE PER 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE 2x FASCIA PER TYp_ ON SHEET SNL ELEVATIONS O.N. ELEVATIONS PRE-ENG GABd E TRUSS 15/8' GYP81N1 BOARD OR 1/2' VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT DEEP SCARED HIGH 81RENCsTH CLG BOARp PRE-ENG GABLE TRUES WINDOW ATTACHMENT WEEP SCREED AS MANUFACTURES, EB 2x P.T. SMECAUIRMED STRUCTURAL DETAILS 2x P.T.SECURED PER i R-4.1 INSULATION STRUCTURAL- DETAILS REFERENCE WINDOW ATTACHMENT AS PER STRUCTURAL MANUFACTURES SPECIFICATIONS bQ P.T. FURRING STRUCTURAL STRIPS • 24' OTC. I/2' THICK, 2 COAT PORTLAND a b0 P.T. FURRING 8' CMpJ CEMENT PLASTER APPLIED STRIPE • 24' O.C. I/2' THICK 2 GOAT PORTLAND CEMENT PLASTER APPLIED 1/2' GYP. WL. W. DIRECTLY TO MASONRY IR tHl CK, 2 COAT PORTLAND T 6A�6E. BD, CMpJ DIRECTLY TO MASONRY WOOD BAD PLASTER APPLIED WWO,OD DIRECTLY TO MASONRY ®'-m' FIN. FLR� — O'-0' FIN. 1°LR m'-m' FIN. FLR —i 0'-®' FIN FILM .. a g• CMU . a.. • ROOF SHEATHING THICKNESS IS ,, . ROOF SHEATHING THICKNESS IS -; ENGINEERED PER ASCE 1-16 1N a ENGINEERED F'ER ASCE 1-16 IN •.: -'•' "r' ACCORDANCE WITH FBCR 2020 ACCORDANCE WITH FBCR 2020 ,a. 1TH EDITION, SECTION R301.13 -.a n' 1TH EDITION, SECTION R301.13 AND 160".1. AND 160".1. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING TYP. WALL SECTION B B NO OPENING l % NO OPENING NOTE METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE SLT]9DIV. to LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 MODEL: 3EFB "2447—ROBIE" GARAGE > WING: RIGHT PAGE: DETAILS (SHINGLE) 160 MPH EXP. C 4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF llll SCALE, 3/4'.r-C' UNDERLAYMENT IN ACCORDANCE SCALE. 3/4'.I'-m' U 40ERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR l WITH FSCR WS.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04865 TYPE III TYPE 11 OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. NO DnngT A05/24/21 ECALE:1/4- = 1'-o" N9HEET D1 �rAft VA At AV FIBERGLASS SHINGLES FIDEPWALAS6 SHINGLES WITH UNDERILAYMENT WITH UNDIER"YMENT AS PER MCR WS.U. AS PER FRCP Wb LL ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER 1"I N. RONALD REAGAN BLVD. SHEET SNL SECURED SHEET SHL SECURED LONGWOOD, FL 32750 PER FASTENER PER FASTENER PH: 407-774-6078 SCHEDULE SCHEDULE FAX: 407-7744078 www.abdesigngroup.00m PRE-ENds WD. TP%J66-- AA #: 0003326 PRE-ENG . LLD. OLM—ION 241 O.C. MAX. 24 O.C. MAX_ IrI51LIEVATION METAL DRIP EDGE METAL DRIP BATT INSULATION BATT INSULATION 2x FASCIA PER REFEP TO ENERGY RmPt TO ENEMY ELEVATIONS CALCO FOR VALUES 2x FASCIA PER CAL.Cs FORVALUES VVENTomp 11-0. 5/6 GYPSUM BOARD ELEVATIONSo'k. —Oft , — 6/8' GYPSUM BOARD SOFFIT TYP. 1/2* HI&H STRENGTH Typ' OR V2* HIGH STRENGTHCLCx. BOARD VENTED C4Xv. BOARD P1094ERIENCE tK2 FIRE -STOP 6CMIT Ix2 PIPE -STOP 8TPNJCTURAL -4J INSUL. REFERENCE STRUCTURAL -4.1 INSUL. WINDOW ATTACHMENT Lu AS PER MAKFACTUR" dill a 15 E I SPECIFICATIONS STRUCTURAL 3/4' T A G SUMPLOOR +-3/4'T 4 G SUIBIFLOOR C4JJM AND NAILED AS PER NAILING 1/2' T141M 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY To MASONRY DK2 FIRE -STOP SEE STRUCTURAL IV '< > ul y CiLUEP AND NAILED AS PER NAILM 1/2' T141M 2 COAT SC44EDULE PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY A�,rmR IfEL-15VATION D(2 FIRE -STOP SEE STRUCTURAL Lu SC44EDULE ION lu 0 0 I IfI5.1-15VATICIN N\, 1 'fFLEVATION blv GYPSUM BOARD _S/9'GYPSUM BOARD OR L12' Mr-1914 STRENGTH C4A OR In' HICvI4 STRENGTH BOARD C4.a BOARD W Fin -STOP -ffl-EVATION Da PIPE -STOP R-4.1 INSUL. R-4.1 INU ID d) w WINDOW ATTACHMENT AS PER aJj MANLFACTURIES SPECIFICATIONS STRUCTURAL 1/2' THICK, 2 COAT PORTLAND CEMENT Fn-46TIER APPLIED DIRECTLY TO MASONRY 1/2' THICK 2 COAT Ix2 P.T. FURRING PORTLAND CEMENT STRIPS * 24' OC. PLASTER APPLIEDDIRECTLY TO —a, Cm MASONRY Ix2 P.T. FURRING STRIPS * 24' Or — a, cm sVBDIV do "M BBOTT PARK LOT #21 BLK #9 P1iOJffiCT 04181.006-21091 MODZU 3EFB "2447—ROBIE" GARAGZ BTfMCF; RIGHT PAGIL- DETAILS 160 MPH EXP. C 1/2' &Tr. U_ W. WI_ 00. AM" WOOD BASE WOOD BASE DO FIRE -STOP D(2 FIRE -STOP 4 NO 93M OPENING f OPENING IDF-PUAMT 05/24/21 TM* ECAM- Fle 2—STORY FIRST FLOOR BLOCK slim]" SECOND FLOOR BLOCK 6CA",3/4'.I'-0' i D 2 rma. 2X6 PT. • CENTER OF DOOR HEADER SECLAED WV (V 1/2' X V J-NOLT W/ 4' MN. EMBEDMENT WV 2' X 2' X N' WASHER 4 NUT OR WV (2) V2' X V ANCHOR DOLTS We 4' MN. Q MEPtI T WV 2• X 2' X 1/V WASHER 4 NUT- 7:� IS TO SIVS,' TAV2• 0404'ED1V2' ED ® wirya E X 2' X Val YA611ER 4 AIR. (V WITHINa OF TOP! (V WITHIN a' OF THE BTM E (D) EVENLY SPACED. ALL ANCHORS SHALL SIR N ACCORDANCE TO MAN!'AC7IM" INSTALLATION W81161CTIONM WNRRR WCH N6TWIICTIOM6 ARE MORN GTMP49NW GARAGE DOOR BUCK ATTACHMENT f a eru V2' DRTIILNJ. bt4 P.T. OR 6/4'X4' MN SECURE THRU FRAME 4 El 1w EXTEND 1-1/4' INTO PT. NAILER BLOCK WV 3/16' TAPCOM DOOR CASM MN SHANK 61211.140 MN SIZE JOO HEAD MN EMBEDMENT I•V4' WITHIN V OP EACH END DOOR JAMB OR WINDOW4 WY OL. MAX SPACING ATTACHI TO 2X PER 1'~ACTDRES DETAILS. NOTE, eHM A6 NEEDED TO ft" JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLOCK +3/4" OR +5/4" /-11t1E%RQw.TO HIACK +3/4" OR +5/4" 2X4. m SECURE TO BLOCK WV 3/I6' TAPCONS MN SHANK 612E .H6 MN HEAD SIZE Joo MN EMBEDMENT I V4') WITHIN V OF EACH END 4 IV OG. MAX SPACNCa 2X6, 6ECUWE TO CLOCK WV(2) 3A** TAPCON6 MN SWANK SIZE JO MN HEAD 612E 300 V4') MN @'EEDISPACNM& a. Cm WITHIN V OEND 4 16. OL, MING V2' DRYWALL 2XS. m❑ I'X4' SEEMS TO P.T. NALLER WK2) DAV S MN SW446MN DOOR CAbM HEAD0MN EMBE1/4')WITHN V OEND4 W OJ : M 6PACNCL DOOR JAMB OR WINDOW ATTACH TO 2X PER M*WACTURE6 DETAILS, NOTE, 614M A6 HEEDED TO PLUMB JAMB MO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +1 1/2' /w11FDQD0II a TO BLACK +1 1/2" 2X4. m GOMM TO BLOCK WV JVI6' TAP40" (MN. SWANK 6= 146 MN HEAD 612E -%" MN O'EEDMINT 1 V4•) WITHIN a• OF EACH END 4 la' = MAX SPACIN& 2X6. SECURE TO CLOCK WK2) SAW TAPCONS (MN 5WAw 612E J46 MN NEAR SIZE JOD MN EMBEDMENT 1 V41) WITHIN a' OF EACHND E a' OM 40,0 B' O.C. MAX SPACN6. V2' DRYWALL 2XS. m ❑ PX4' GECU WE TO CLOCK WK2) SAS' TAF40" P.T. NAILER MN SHANK SIZE .H6 1/16, 06AL X 4' MN MN HEAD SIZE J00 MN EMBEDMENT 1 V41) DOOR CASINO WITHIN V OF EACH END 4 WV OG MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER K~AGTIJWE6 OVAL& NOTE, OHM A6 NEEDED TO PL" JAMB (DO NOT EXCEED VS,•) DOOR JAMB TO BLOCK +1 15/18" /�Ow TO BLACK +1 15/18" 2)(4, m GEOAM TO BLACK WV D/I6• TAPCON5 MN SWANK 812E 346 MN WEAD 612E 3M MN EMBEDMENT 1 V4') WITHIN V OF EACH END 4 W OX. MAX SPACN& NOTE. STPLcnIWAL 2x not BW 2X6, m ON CUTS" 4 aCCISWED 6Ecua TO BLOCK THRCu94 NON-61RUCTURAL WN2) DA6' TAPCON6 JV16' TAPCON MN i-V4' B" ' IN(O B.oCK MN 8"w 817E .N6 MN HEAD 617E -1 0 MN EMBEDMENT 1 V4') WITHIN a' OF EACH END 6' LTA! 4 B' Or- MAX 6PACNG SECURE TO OLOGTK WK2) D/16' tAf'CON6 P.T. NAILER MN 6NANK SIZE JO DOOR CA6NG MN MEAD 6UN JOO MN EMBEDMER 1 V47 WITHIN a' WITHOF EACH END A *'Or- MAX SPACING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANPAC IPA DETAILS, NOTE, OHM AS NEEDED TO MU IS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4' /;.1171NDOT1 TO BLOCK +2 1/4" a 2X4, m SIFCJRE TO BOCK W ISAW TAPCONG (MIN. SHANK SISE .H6 MN. HEAD 612E Am MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 B' OG. MAX SPAON6. 2X6, m SECURE TO BLOCK WK2)3AW TAPCON6 MN 6HAMK 612E .H6 MN HEAD 612E 390 MN EMBEDMENT 11/49 WITHIN a' OF EACH END 6' CM 4 M' = MLAX SPACN6. V2' DIWYWUAI.L 2Xa, m ❑ SRCNB TO BLOCK MA4' WK2) W*' TAPCONB P.T. NAILER MN 6HANK SIZE J46 DOOR CASN6 MN HEAD 612E 300 MN EMBEDMENT 1 1/49 UT14N V Oa EACH END 4 W O.C, MAX SPACING DOOR JAMB OR WIDOW ATTACH TO 2X PER MAMIACTAWE6 DETAILS, NOTE. OHM A6 NEEDED TO ftUMD JAMB (DO NOT EXCI C) 1/4') DOOR JAMB TO BLOCK +3" R�T�lS0.9irOCIL..t�_ 2XM m 8ECURE TO BLOCK WV D/16' TAPCQM MN SHANK 612E J46 MN HEAD 612E 300 MN EMBEDMENT i V49 WIT4M a' OF EACH END 4 W OL. MAX SPACING NOTE. 6714JCTLWAL 2X MIST BC 2X6, m ON ouTSIDE 4 aECAWRD SECURE TO BLOCK THROUGH NON-6TVIWCTIJRAL WV(2) SAW TAPCOW W*' TAPCON MN 1-1/4' MN GWANK SIZE J45 EMBEDMENT INTO BOCK MN HEAD SIZE .3M MN SMINIDMINT 1 V49 a' Oft WITHIN 6. OF EACH END 4 W O.C. MAX 6PACN4 r LW DRYWALL 2X8, m 1'X4' aECUR TO BLOCK P.T. NAILER WK2) 3/16' TAPCON6 MN SHANK Gin J46 DOOR CASH MN HEAD 6m J00 MN E'IDOOMINT I V4') UT14N H EN V OP EACD METSMEMBER WK2JOd WITHIN 6 HIND 2X SECURE TO 6TiUC7URAL ' OF EACH END 4 6' TO a' Or- MAX DOOR JAMB TO BLACK +3'm Da y TO RTarE +R" 2X4, m SCOUR! TO BLOCK W/ VS,' TAPCONS MIN. SWANK 612E .146 MN HEAD 612E -%" MN E'BEDMON, 1 V47 WITHIN 6. OF EACH END 4 W O.C. MAX SPACHM 2X6. m OCCURS TO BLOCK WK2) V4• TAPCON6 MN SHANK SIZE .M6 MN HEAD SIZE .300 MN EMBEDMENT 1 V41) WITHIN V OF EACH END 4 B' Oa MAX SPACN& 2Xa. m BEGUILE TO BLOCK WY2) VS,' TAPCONN MN SHANK 612E J46 MN HEAD 617E JOO MN EMB6DmiR 1 V49 WITHIN a' OF BAC14 END 4 W OL. MAX SPACING V Cm ❑ V2' DRYWALL "(4. P.T. NAILER T/16' OSD. X 4• MN lz-- DOOR CA6N6 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANrACTLNM DETAWA NOTE. SWIM AS NEEDED TO MJ" JAI-0 (DO NOT EXCEED 1/4') DOOR JAMLB TO BLOCK +3 7/18' 11�ID0� B TO BLACK +3 7/18" 2X4, m 9ECAE To BLOCK W/ VS,' TAPCI" MN SWANK $IZE J46 MN HEAD SIZE 3M MN EMBEDMENT 1 V4') WI114IN V OF EACH END 4 w OLM MAX BPACN& 2X6, m aPCsi TO BLOCK W/(2) V4' UPC" MN SHNK $IZE J45 MN HEAD SIZE J00 MN EMBEDMM NT 1 VS,') WITHIN V OF EACH END 4 W OL. MAX 8PACN& 2Xa, m BECUWE TO BACK WK2) V4' TAPCON6 MN BFIMK 61 348 MN HEAD DIZE J00 MN EMBEDMENT 1 1/49 WITHN V OP EACH END 4 W Cr- MAX SPACING NOTE, STIUCTIRN. 2X "JOT BE ON OUTSIDE 4 BRCURED THROUGH NON-WMICTURAL DAW TArC4N MN 1-1 4' 01 NOW ON, INTO BOCK L-1 a' Cm ❑ W' DRYWALL MAO PT. NAILER PPT.X 4- MIN. r- DOOR CASINO DOOR JAMB OR WINDOW ATTACH TO 2X PER MANrACTIg11E111, DETAILS, NOTE, 6101 AS NEEDED TO PUM JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 3/4" ado. W TO BLACK +3 3/4' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA P. 0003326 F stnmrv. 0%, Ae I ABBOTT PARK LOT #21 BLK #9 P1moJwT 04181.00 -21091 HODZU 3EFB "2447—ROBIE" GALSAGZ MVnNQ-. RIGHT PAGZ: DETAILS 160 MPH EXP. C PRODUCT APPROVAL LISTING SHINGLE (STANDARD) Fl R MANUFACTURER CATEGORY DESCRIPTION VERSDE IONEXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 11473.1 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2023 13872.14 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872,7 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2023 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 30446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11495.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. W000 CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16503.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 1B644.2 MI WINDOWS &DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS &DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS &DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS &DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS $DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-R5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXf. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EM. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/33/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR w/SIDELITE 2020 FBCR 12/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOTING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.3 OWENS CORNING -RHINO UZO ROOFING UNDERIAYMENT 2020 FBCR 12/31/2073 3792.2 LOMANCO,INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 LAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 LAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 LAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 LAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265.1 LAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 TKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/33/2023 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 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN Ell LONG WOOD, FL 32760 PH: 407.7748078 FAX: 407-7744078 www.ebdesigngrouP.com L AA & 0003328 14 k r F aysa>ty al: LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 i[OI)w'r t 3EFB "2447-ROBIE" cswRwaffi awnaa: RIGHT PACiffi: PRODUCT APPROVAL LISTING 160 MPH EXP. CNO Dp � 05/24/21 aHffiffiT D4 PIIFoRa'1ED CONTROL JONr FLA mm OF CONTROL JOINTS Td of UAFM TIED TO LATH 0 •' OC. MAX NE VA Nam, DO NOT PASTEN CONTROL JOINT TO WALL EVE4 P 11i NXIST6 BEYOND EXCEPT STALES "# MAY C424TIRG1OMO �r DURNS INSTALLATION FASTENERS TO DE SPACED • T OL. MAX VERTICALLY / \� I' TWIC l3 COAT CMIMT Wm LAYER a, PORTPIOM OU LDM9 PAPER APPROVED METAL LATH FAST@!D di9' EVER►.) Or— MAX AT SUPPORTS UM LAYER 4, WOOD WMAT14M3 LATH ONLALL DE CORNl011S JOINTS aw OE STOPPED TIED AT EACH SIDE.!�!;� ?)(4 OLOCICINI9 PER ASTM CROSS PLACED MAT MAX. S' TO •' MRD C40NTWL JOINT WEN \ CONIIOL JOIN FALLS ON I "TON1 IRS FOR LATH TO EE HAILS OR\ STRaNenARAR. S1UD STALES INCO'IPLIA4CE Wr Ali CIOSs 1 WOM TIES TO M (No NO 004's, WORE / A ELOOCNG SHaw MAY DE IN ADDITION \ TO IINN.L STUDS REOUBED PER PLAN OLITILD NWIO •F2A OL rota gUAAp FT. A L CLAN. n.s L CIWAM • Ft. C OLMCIM NlMP. Pr.A L CRUAN •Pcs a ® LtaLotrEwto.n.w L COWAN • PT. s L CORM • Pr. C A. Salo F.T. C ol,Lee M. s TLL Pr. C TOUoM sORO1RANN 411, 4t� mormi Y TIUur ."L NAN-r'06n.oQ amen. Nm APPROVED BUILDING URA SHALL EE LAPPED A MNMIJ'T OF We VERTICAL LAM (ROLL 9Np•1 4 S' • Nt71470NTAL LAa ALL SEAMS NEED TO ME TAPED WITH POWfl SNEATHNO TAPE Ile / r rlra L1P . I'fTAL unf \ LAIN VERTICAL LAP TO EE I' METAL LATH _ LATER -1, I 8TlCCO WW I \e11M tAGI�P,PERFORTPIeIR/ I �APER LAP SL:ALc. I IR'.I'-C ® KICKOUT DETAIL bbi SIDE LAPS OP METAL PLASTER DAM 111114ALL ME SEQARED TO pp.A ro W n4 0041E-N (IM-MM) WIRE AT IAERVALS NOT MIORE THAN 1' (22-11 . AS PER A•rn C1061 11000 SHFATI EUU.DN PAP" •TNCG WALL RASTENES (CLIPS: STRAPS, •TAPLM As PTO FRAMm 0~ S"7Ur WORM LATER V, Po1 PMM BACONS PAPER METAL LATH Skr' SENJ'-ADf1ERNfs MEMBRANE ILA014MM OVER 4W &W-ADNERNS MB'SPt" FLAli OVER APfelli HOUSE ma N.ANdNtl TO EXTEND ONTO PIPE 47L4' 6ELF-AON0i T'B1DRA!! PLASNNG OVER APPROVED MI00SE WOdN! PLASN4In r0 ®(He n Fglr! i' THKIC, S COAT CE-EW GbM2 9S' CONT. MAD OF SEALANT PLASTER INSTALL APPROVED NOIISEWRAP AIR META. LATH ! RAT ON �M OVER RRD LAYER •N, FORMOM GWLDNG PAPER ELMTOM Mtr— COATING OVER s7UCC0/ WO1m LATER 'L 4V. MSSN (SEC TTT WN.L SECTIOW STUCCO URAP UOOD SNEATHNG SECTION sN lWI.t.lor ! l oemsrd ppater tsrior upl of pothe MII comply with thea application requirements of ASTM C 92G186. retallaticn of exterior IatNn® and fremirg ` l shall oomply with ASTM C 106biSa, m ASTM 1787. FOR REPAR OF TEAM HORIZONTAL LATH N WORD LAYERS, TEARY MAY DE PATCHED BC PAPER DETAIL 1AH40USE IIARAP TAPE PER M ,4mF. SPED opt PEEL 4 sTIOC n N I Fes' ROOF W.1lI4 TIANr ASAL fElO OR ACLCER sn uer aro tlQ/h'E'AY.L.OI�� Q ROCF . ttwLL tIR...er�.. WOOD SHEATHING OR CMU WRB LAYER 01, 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 ROOFAWALL SCREED 9'X$' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. N.T.S. kk� Skr'SELF-ADHERMGNB'bRAE FLMHNG (COTPA7IE L HOUSA[ WRAP MAIERL4L7 OVER 4k4' SELF-ADWM04 MEBRANE FLASHN6 OVER APPROVED HOUSE WRA- OF LEGS -ND DRAINAGE PLANE (WRe LAYER "'1, STUCCO WRAP) UWRB LAYER 1*2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR *1/16" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R'1031.1 / ASTM C-84-1-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) [ I 1441 N. RONALD RFAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 Qap MET 4IU LOT. ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 MODEU 3EFB "2447—ROBIE" GARAGE S'VfMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C INSTALL W SELF-ADHERINGPLA6WM OVER STUCCO To�P, r>E(E(6) Oott FINISH PLANam OF NON -MOVABLE FRAME OF TM EXNAIXT. 6' SELF ADHESIVE WOOD CONSTRUCTION AEQLr►4'r OF FLASHING TO EE. OVER TOP 4 SIDES rl_� L OKMOM. 2. SIDES, 9. TOP K= VENT CAP IS TO BE GET IN BED SELFOr SEALANT WOOD SHEATHING-1 ' SIDES ONLY. ASEALLA M18 TO eE UNI�I ' low WRB LAYER el, TOOLED GO AS TO DEFLECT STUCCO WRAP : WATER AWAY FROM JOINTS. 1441 N. RONALD REAGAN GLVD. 'X• E-Z BEAD ALL AROUND PREMANUR DRYER LONGWOOD, FL32750 A VENT -APPLY SEALANT ALL VENT CAP (SET IN UM LAYER 1'2, FORTIFIBER FAX: 4oi74 7 -607 8 r JOINTS AND INTERSECTIONS CONT. SEALANT) DAdCEI¢ IUD 1 NON -MO -A AT PERIMETERRAME AND O 5UILDINCx PAPER www.abdesigngroup.com AA N: 0003326 ON ALL GI y4 CAULKING JOINT SEALANT I I ALL A�� TOP 4 SIDES �' THICK 3 COAT CEMENT WOOD SWATWNG I I PER SEG 1 N —� PLASTER LAYER 01, I I EXw" Ntlllno and 01n1IfMm STUCCO WRAP I I Exterior use of portland cement plaster 4 LAYER , FORTIPMER BACKER ROD shall comply with the application 6 B DRYER VENT (BLOCK) Ys' TO K' MID -WALL i6ILDI.IG PAPER requirements of ASTM C 926.18b. 1iWEEP SCREED METAL LATH ' Installation of exterior lathing and framing Uk= i shall comply with ASTM C 1063-19a, 0"TPIIGTIDIJ or ASTM 1787. bo' SELF-ADHESIVE FASTEN TO °boo STRicfuw- WRIMCMDER • T' OG. MAX STd LATER ILFLASHIW_% a' CMSTUCCO WRAP HOODED VENT BUILDING PAPER OVER 'QUICK WOOD FRAMED Sects I' THICK, 3 COAT CEMENT FLAG►+ r — — — —I WALL PLASTER _ :' = �$ L METAL LATH _ , HORIZONTAL WEEP SCREED UPS LAYER n, FOR IRIDER PIPE T" WALL ( FRAME TO FRAME .' won STRIP AeLF BUILDING PAPER ADNESNE FLASNRJG, CLEAN WOOD "ATHNG i\ MASONRY NW40M APPLYING TTl tr"Tl T7'T LT rr1 / T:1 Yl A l LT1% YK TEXTUED lb am Li WOOD SHEATHING MEMBRANE FLASHING? OVER BOX AND OVER 6' AIDE STRIP SELF APPROVED WRI5 ADHESIVE K ASFING, CLEAN h1A80N4 PJ0OIEAPPLYING I STEF 01 LAYER h STEP #2 : FLAaF1ING � ELEC. METER FIEL 1 STC vWw" E VERIFY LOCATION ELEC. METER FIELD A.PPR ovt_rR SCRATCH CHAT VERIFY LOCATION PD BELOW - WRS LAYER 01 STUCCO WRAP HORIZONTAL WEEP SCREED 7 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT �T +THAT NO MEMRANE 0 = APPLY 60 MIN- GRADE D FELT MEMBRANE FLASHNG S R 10 TO I NST I G. PRIOR ALL NG ELEC. ENTERS Bo x, OVER METER APPLY TO FACE ?s SELF -ADHERING FRAME TO BLOCKI EDGE FLASHING OVER CAVITY TO BE FILLED APROVEP WOUSEUIRAP WITH RIGID POLYMERIC LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER n, FORTIFIBER ('GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON J' TEP 03 5T DRAINAGE PLANE (WRB 5ASE SEAANT AT POINT LATER 01 STUCCO WRAP) THAT ELEC. WIRE PENETRATES MGM ae :.OT ABBOTT PARK LOT #21 BLK #9 PX0j=T# 04181.000-2 091 MODELe ,� 3EFB 2447—ROBIE GARAGE BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C TOMERI WRB LAYER 02 (FORTIFIBER — - — - — - — — COATIIWs OVER BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAL STUC001 C.V. FINISH (SEE TYPICAL WALL METAL LATH x—x—x—x 4 1 COAT OF PAINT WRACK- APPLY E-Z BEAD OVER 60 MIN secTloN� ROLL PRIOR TO GRADE '0' METAL LATH STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH FELT -PROVIDE SEALANT AT ALL WOOD OR i/16' ZIP WALL COAT LARGER THAN THE ELEC. INTERSECTIONS IR ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND A. AR SELF—ADHESIVE FLASHING — — — — — DISCONNECT DRurr w 05/24/21 NOTE: METAL LATH: LATH TO BE PER SECTION O ELECTRICAL CONDUIT 8 ST }=' ✓ STEP #(o-14a, sc�1/4• = t-01 R'1031.1 / ASTM C-841 .5 L MIN. 2BS. PENETRATION s T PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELECTRICAL 9 O RECEPTACLE A� !M. WOOD FRAMED WOOD GMAT14MG WALL WINS LAYER'4 IN8 FLoae DEGKIND COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD WARS LAYER 4, FORTIFIBER FIE-BN6Y'D tRYBA BARRIER h CONSTRUCTION BUILDING PAPER LLEAT'IER RESISTIVE �4 HAT :1LAI•A'EL �' THIICK, 3 COAT CEMENT WEATHER PBMTIV4 DARRER q E44RItlER 4 • TYPE X. ORYU►4LL PLASTER WEAr1M 11BSISTIVE 4 _ i' \ 6' Se1Ja. •TOP OF WEEP SCREED COAT EEL vl FEEL 1 STINK TO SHEATHING BEHIND WEEP SCREEDi'TWICK�r `. IES FLASHING FULLY WOOD SHEATHING a• RoaemvE DRAIN I•Ere,L utH E FULLY EMBEDDED 1441LO WOOD G EAT14NS IN ROOF CEMENT GWOOD, FL32750LVD. WARS LAYER h, % \ INX •26 V PH: 407-774.8078 STUCCO WRAP �` �CiA. EDP FAX: 407-774-4078 / i' THICK, 3 COAT CEMEHIT SET N FULL BED OF V GAP FOR BACKER SEALANT, L MM www.abdesigngroup.com , PLASTER i' SELF-ADHEREING r HLASHMG WRAPPED 9XTEM� GRADE cw WALL ROD 1 SEALANT i SPACE PROM DRIP FACE TO TREX WEATHER RESISTIVE AA k: 0003325 ' • TOP OF WEEP SCREED a. , ,g D,RAR, i' THICK 3 COAT OVOI NT VINYL CASING BEAD BARRIER M To SHEATHING BELOW WMW AQI * \ • WEATHER RESISTIVE WATER P ROOPMG lot BARRIER 4 t WRB LAYER 01, ND CLAP IN RKLD ` L �� SAD LAYER (2 LAYER PEEL EXTERIOR C19'C_N STUCCO WRAP (SHOWN FOR CLARIFICATION OF 1 STICK) . ' COLUM SHEATHING SEPAL E G E N D j • ; .-c-t�i,�N i t RATE ACCESSOIRIES ONLY) r V; WARS 4 LAYER , FORTIFIBER BUILOMG PAPER PEEL 1 STI )'Pfi'x3,I., FLAGWI1G DRAINAGE PLANE (WRB FULLY EMBEDDED IN ;+ *.. ',• :�` ; ' i• SELF-ADHEREING ®FLOOR R\Op ClEMm4T LATER 01, STUCCO WRAP) WRB LAYER 9, t f COI�R OF IJ�' X 3' 26 GA GALV. STLICCOWRAP ` ;� MBTALDRIPED WRB LATER *2 IFORTIFIBER - - - - - AM11C0 AI„Ibi-na,r-ram ``' u 4' POSITIVE DRAM 1 "'x,"P.T. OR 8R1t1LATEp �T M Fill1 BED OF 1 Y ; p CANTILEVER DRIP Iii=(�)FILLER SEALANTA'MIN. BUILDING PAPER) CUSTOM CASING DEAD CONTINUOUS SPACE FROM DRIP EDGE FACE To TIREX "'- r4 GAP FIR SEALANT VINYL CASING DEAD METAL LATH x—x—x—x NO GAP IN FIELD OPT. BACKER ROD. WATER PROOPMG Mt (SHOW Pm CLARIFICATION OF 3' X 3' 2i GA GALV. MODIFIED SO LAYER (2 LAYER PEEL 1 FINISH LAYER r2 LAYER STICK) WARAPPED FROM STUCCO SEPARATE ACCESSORIES ONLY) PEEL / ST SET ET'N DRIP EDGE 3A4 RESILIENT BALCCNY DECK TO `. CASING BEAD i, PEEL , �M VINYL 00 OF C , Qen CANTILEVER 1U00D OR-(/l�o' ZIP WALL rlac . I — - -- i' THICK 3 COAT Ci8•ENT PlT%TTlll'i' ii 14 5. UT 10 A DTL. ® CANT. QDGE T DRP PACE TO TRICK PLASTER SCALE, 11R'LP-®• DECK SHEATHING TYPE 'x' DRT'UTALL METAL LATH r: GAP FOR BACKER IW FMI AUXTURIED, /PANTED I WOODSHIEATHNG SELF-ADHESIVE FLASHING - - - - - NOTE: IAW V P.T. OR SRIILATED ROD 1 SEALANT 4' POSITIVE DRAM METAL LATH: LATH TO BE PER SECTION WOOD FILLS` �' THICK 3 GOAT eEMENr WEEi, aeREED yWJYL re•w READ PLASTER WATER PROOFING Yt t WEATHER RESISTIVE yJdYL CORNER DEAD (SHOWN FOR CLARIFICATION OF to R-103.1.1 / A5TM C - 84-1-14a , MIN. 2.5 L BS. LAYER (2 LAYER PEEL BARRIER 01 VINYL �AiI,� DEAD SEPARATE ACCESSORIES ONLY) W STICK) WRAPPED PROM PER SQ. YARD (UTILITY OR NOMINAL BALCONY PECK CANTILEVER�..� �M�BlsrlvE BALCONY DRIP O LATH DOES NOT MEET SPECIFICATIONS) •'FLIarm DECKM� 11C EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DEaK Game FLOOR our OVER DRIP (W /" L" FLASHING) uxXV CONSTRUCTION ®® 3' x V 2i GA CI ALV. SCALE, We WOOD SHEATHING METAL. DRIP EDGE SET IN PL.L BED OF WEATHER RESISTIVE I XI'1s' P.T. OR 8A•IWLA SEAL WT,1S' MM SPACE FROM DRIP WRB LAYER RI, BARRIER M WDOD (TREx) PlllaR PACB TO TREX STUCCO WRAP 3/ I RESILENNi WEATHER RESISTIVE ' INuoue 2x F RAMWA MISIBBR HAT C444N EL BARRIER 4 )w GM FOR ROD 1 SEALANT WATER PRROOPM rt. i' THICK, 9 COAT CLR1lS.TT WOOD SHEATHING VINYL CASING DEAD FINISH LAYER (2 LAYER PEEL 1 STIM LAYER (2 LAYER P1 EEL STICK) WRAPPED FROM PLASTER IIARB LAYER 4, FORTIFIBER PTwicK COAT CEMENT 3/4 RESLENT DALCQNY DECK TO z Imo. C BUILDING PAPER i LA8IERS UWOODSMA114WA HAT CHANNEL CANTILEVER i' THICK 3 COAT CEMENT FASTENED TO SHEATHIG ! WRB LAYER 01, _ SW/TEXTURE50 DRYWALL METAL LATH PLASTER .g, e' • T' OJC. MAX. METAL LATH 1 STUCCO WRAP. D / PANTED C _ I FINISHN k THICK, 3 COAT C SNT (2) 2xt2 HEADER SW TYPE DRYWALL WREXTURRD 1 PAMiED Wom SR AT14 VE WRB LAYER e, STUCCO WRAP J' THICK, 3 COAT CEMENT i WRB LAYER •2, FORTIFIBER PLASTER FINISH BARRIER a PLASTER 1 BUILDING PAPER THICK 3 coAr cenEHn WEATHER RESBTIVE 4ARRER 4 IN WOOD SHEATHING THING &'SELF -ADHERING METAL LATH VINYL COIaNER DEAD a' POSITIVE DRAM n�ep d. �_�r, PLASTERR ... =-- DIe. META LATH FLASHING J' THICK, 3 COAT CEMENT VINYL CASING BEAD NO GAP M FIELD VINYL CAS#r, READ. M WELD (SHOWN FOR CLARIFICATION OF WARD LAYER 4 PORTIPIBER BUILDING PAPER (EXieLODED NEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE AC4866ORM ONLY) ( CLARITY) 11D DRIP EDGE O SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION 14A ORNER BEAD ® FRAME DRIP CAP INSTALLATION WINDOW FLANGE WRB L R M, WOOD CONSTRIUCITON STUCCO, WRAP 2--- : W WEATHER RESISTIVE BARRIER � I RTI COER BEAD WRB 4 B LAYER , FOR'iIFIBER ' axn3Drv. & LOT: ABBOTT PARK LOT #21 BLK #9 Pitojm t� 04181.000-21091 mol)ZZA 3EFB "2447-ROBIE" GARAGIC N'WJMxG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C WEATHER RESISTIVE k (FASTENER 4 SPACING m l' O.C.) IWILDINCs PAPER i BARRIER 4 METAL LATH VINYL CASING BEAD �' THICK 3 COAT CEMENT W PLASTER �' THICK, 3 COAT CEMENT SW TYPE 'X' ORYW4ALL METAL LATH PLASTER FINISH / PANTED WUOOD SHEATHING &'SELF -ADHERING i J t' i' THICK, 3 COAT CEMENT HI ADEROEAM CMU FLASHING a: PLASTER VINYL CORP. d' 1/2' THICK, 2 COAT CEMENT DRIP CAP NO si3723 vMYL c.°R NER DEAD POSITIVE DRAIN PLASTER APPLIED WaP er:Rem v DIRECTLY TO MASONRY VINYL CASING DEAD NO GAP M FIELD WINDOW FLANGE DAR � 05/24/21 iswom FICATION or SEPARATE ORI A,' SSESONLY) 14 B CORNER BEAD C�3 BLOCK 15B CASING BEAD ® WINDOW mcwLM:l/a• = r-o• aHEET @D,RIP EDGE INSTALLATION (FRAME, NO BAND) W A 3 Yi GAP r7P }' THICK, 3 COAT CEMENT WOOD SHEATHING CASING S' PI -ASTER IX TRIM MEMBER TO ,L LATH LEGEND LAYER �, STUCCO TO STUCCO S CC0 WRAP SIDING TRANSITION WRB LAYER V, FORTIFIBDR AINAGE RAINAGE PLANE (WRB 9TUT WOOD SHEATHING BUILDMG PAPER LAYER "1, STUCCO WRAP) SIDING WOOD SHEATHING UIRB LAYER $2, FORTRBER WRB LAYER 02 (FORTIFIBER — .... • — BUILDING PAPER WRB LAYER 01, BUILDING PAPER) METAL LAtH STUCCO WRAP METAL LATH x—x—x—x }' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIF15ER s�c0TER STU LATER N, STUCCO PLASTERWILDING PAPER sTuccOwRAP WOOD OR -1/16' ZIP WALL b'SELF-ADHERING , METAL LATH CASING BEAD SHEATHING FLASHING 1` THICK, 3 COAT CEMENT FLASWI OR PEEELG4 STICK SELF-ADHESIVE FLASHING — — — — VINYL ,MILLED E�-ODED 8 CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASINGBEAD , ;------------- -------------------------------------------------------------- - --- 1, THICK, DRIP CAP (CROSS SECTION) �% SEALANT PLASTER3 COAT CEMENT ` \ WINDOW FLANGE STUCCO L�P y ,% METAL LATH ` VINYL ANGLED t WO �°•�� j Al31NG SEAR _ _ I pr WRB LAYER 02, FORTIFIBER r:r: peaaaER 4 a BUILDT PAPER ;'.: i ulAnlR I�es�eme 4' ♦ WINDOW FRAME \ : °°MtM � �'/ I WRB LAYER 02, FORTIFIBER METAL LATH a x 1. LM siDsrm / \ \ ..�= u . Reveu .' r FL i BUILDING PAPER }' THICK, 3 COAT CEMENT {'r PLASTER ` N° 1 ISMATMERAPMMER-1 aFF/ E-2 BEAD VINYL CASING b'SELF-ADHERING , 6TARTERSTIN Y �\ \\ MAAItltl�Eel4� SOTKH (W/%' FLEXIBLE PVC BACKER ROD) FLASHING r_ I \�� rtASNr+aAD I GALV'D FATAL IFLADHIM 4ALVID METAL — DRIP CAP + i f WRB LAYER h, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE TRIM A I CASING BEAD ® WINDOW ol '°` ; 1 ` x. b' SELF ADHESIVE FLASHING 15C (FRAME, W/BAND) ,� WOOD SHEATHING { , / OR AGAP pw K�M ; 2X FRAMING MEMBER CASINM DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME `•''--------------------------- —------------ ------- ------------------------- -----------------------= — 9 TRANSITION ' Y4' GAF' TYP }' THICK, 3 COAT CEMENT ` WOOD SHEATHMG NOTE: ' CASING HEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.`i.1 / ASTM C-841-14a, MIN. 2S LBS. METAL LATH PER SQ. YARD (UTILITY OR NOMINAL WRB LAYER �"!, FORTIFIBER LATH DOES NOT MEET SPECIFICATIONS) BUILDING PAPER S61 LAYER WOOD SHEATHING WINDOW FRAME WOOD SHEATHING WRB LAYER 01, FORTIFIBER ltm alffycND � w-ApEINNs uaoo eNnATHa+o I BUILDING PAPER WRB LAYER *I, WAneR 10IMSTNE WATHlR RFA�TIVE •,• . }' THICK, 3 COAT CEMENT i STUCCO WRAP �/L SAIMM -1 TO LAP I PLASTER i aLL°'sa MERERy�L�syI.srrv= i' /or rFLASHING AWaA r� I I WRB LAYER "2, FORTIFIBER 3bx'"�D1D"1O �'� jVINYLANGLED ! BUILDING PAPER • eeLr enF®eao \ ;6SA�atlE�R1�r� i WRB LAYER 7, CASING BEAD `' METAL LATH / � I STUCCO WRAP VINYL CASMG BEAD 6TAFOM 6 �\ �� ' THICK, 3 COAT CEMENT I 1 �� zi'LVPASN 6' WIDE PEEL 4 STICK (EXPLODED 8 I OVER FLANGE VIEW FOR PLASTER \ I WINDOW FLANGE CLARITY) T SAL ��WAT11,10M ��� I uoos�eOP E-Z BEAD VINYL CASING 1 °r 1 I 2X FRAMING (W/%' FLEXIBLE PVC BACKER ROD) t.z esm Vstr� casan x s MEMBER coax' R exroLe ryei , u�EoD Tiems�° 1 eAace>e Row / , APPLY FULL BED OF SEALANT BETWEEN CASING BEAD ® RAISED �� 1 BUILDING FLANGE 4 BUILDING WRAP ND (FRAME) `A dW� SZ:;�BA 'DR ATIaD4ED !lALANTWRAPueAnsR Rsrn sALE: I I/2' • 1'-m' n eAtFllptsT,s a-z etAo von c�eud e.41VtleR a " rve SIDING TO STUCCO �asArNeRRes�sTirs ® FRAME TO FRAME�� 1 (� n EL+ BEAD WINDOW CASING 9 TRANSITION 1 U n 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407.774-6078 FAX 407.7744078 www.abdoslgngroup.com AA x: 0003325 Q lei Iev>aD><v ae LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 1[ODEIA 3EFB "2447— ROBIE" GARAGE DTFMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C +1 v DA M`. 05/24/21 8CAlM i/4' = i'-0' SHEET WA4 m� MESOLD BE TAnN IN KEEPING THE VENT PROPERLY 4', S' MID- ALIGNED. VENT PIPE 18 SEALED IF UTIUMD. NAIL IN PLACE SHOWN IN 4' GALVANQED USING I-1M' NAILS AT EACH COWiER. ROOFING DEMENT SHOULD BE ARNJED TO ALL 9WNGLE EDGES NAR TIE OUTER EOGE AND THE ENnRE PERAIEIERAS OIli T4E GOOSENECK VENT OPENNGIN TIE ROOF RECOMV—rGNINSEVEPE MEATIER COtBTAL SEVE 9HEATIpNG. SIZE THE OPENNG INACCORDANCE N11H 1}E CHART INTHEEVENTANEDWINCAL VENTFANIS CONBTRl1DTON ZONES. IZDYAI. THE VENTORENACCORDANOE VN NGINTH VENT MANUFACTURE'S PIPING CONNECTION VENT FAN INsmucnaHa. DO NOT CUT INTO TRUSSES OR RAFTERS MMEN CUTTING TI1E OPENNG IN 111E ROOF. REMCIVEINTEWER1 BANGLE NAILS ARpRD TIE PERIMETER OF THE OPEWNO 80 TINT THE NAILING PLAICE OF 111E VENT LAYS FLAT TO THE ROOF BHEATHINO. SUDS THE TOP AND 810E FLMIGES OF THE VENT w AND UNDER BANGLES. ALLQN OM VE TNT FUNGE9lGU1YOHI L THE TOP OF THE BWNGLE&NGLES. IF E tl —o--YI ROOF HOOD VENT DETAIL RPO XV4 OHM® ACK F L NRA ROLD N AT DRlD RANNINO M F — OBl NLL ILEWOLC!-AMINO DO NOT am lbol l— RN STEP 6 STEP 7 ASPHALT PLASTIC DEMENT MOLDEDAROIMDBASEOF PIPE AND OVER FLANGE ALMN RAaNNO W) ANT R XNA OP a" RO. I'aSCIMNI *r M6M FANNW Rod" (CA. NA" STAPLN) w'" DIt01(T R.ANOffir AA TI! ALT SATURATED FELT PLUMBING VENT DETAILS ADS APHOW — 1XI&A PLAaHNO VAaa POP GAP ICrO4~ ROIN) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 m WOERU C NO FASTNERB "THIN S' OF CENTERLINE MIN FA AGUE M END OSWNGIEF ��XTEND END SMNGLE I� NT LEAST t3'BEVOND VALLEY CENIERUN: C1IPPEDINF OOItNER AT 45 DEGREE& FROM VALLEY CENTERLNE ROOF VALLEY DETAIL APTLY ON IDH (O EOW.)SE&AW I FLUD AITLED R4114M (LANCO WNTE-MAL RGN OR FOAL) ♦LOPE NLL V 0 L R tl TIE CONTACTOIM I Mrr To VWWr tHR COFPATMNLRY OP ALL PVA=W a NOLLDNO HOIMNAaA' NIALANIa A NEE-ADWO" FL4$ Im MATMALS IMED mxtm COIMTRICTI@L 2. INSTALL ALL MATIVA" PER MAMPAC IAMEN mrrmd M[CFlCATIOW WMNk SAL MAY REACT APVMUMY P NOT AND SEAL JAM TO SILL JOINTS WITH DOW lift POLLOWMG COMPLETION OF EXTERIOR RE7ROPIT WORK REPAINT SCHEME SHOWN SHALL CH PlIn EMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION MOW THE WINDOW OPENING SEAL INTERIOR PERR'ETER OP WIN�MMTH BEALAKI' Lit NI TM CLII(ACTOM R[aPDDM�aI.TY To vowly 11E C"ATIMITY OF ALL FROM=" NCWDNO SMALANTa A NEr-ADIERN9 M.A&" MATMALD IMED maWHO CONaTRLAcroN, 1 FLA MNO AT D(TlRlga WINO" AND DOOR OMWM MALL OR NIATALM N ACWPPo* Q AM MNIF iCRl11115EM 146TALLATION WATRICTIOH(O AND APPROVED I'ETHiM U OF MC W111114 U N ACCORDANCE WITH PRNEWMAT10N MAN/IAGRAARR'a NWALLATION AID RAAHNO ""ImicricIa. MOON% GRALA M MAY REACT A P ZPWELY IF NOT CO PATNNJE. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTA 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407'774A07S www.a bdesign9roup.corn AA #,. 0003325 a AN 4 � ECne� 9 sXMDXV. ea LOT: ABBOTT PARK LOT #21 BLK #9 PROJWT 418 .00 — 1091 3WDZU 3EFB "2447— ROBIE" GARAGR OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 I 1 I 1 \ —2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK TAL FASCIA u1RAP —DRIP EDGE I`\ I\ —1/S' TEXTURED I FINISH s WOOD �� 2X6 &0 06AWD--/ 1/2' TEXTURED \ FINISH A CMU / METAL FASCIA \ WRAP As' FROM STUCCO, 1' FROM ' WOOD WALL \ EXTERIOR WALL (FRAME OR CMU) `\ \\\ NOTE; NOTCH FOR 2X6 �\ SUB BAND ONLY ®ELEVATION m� ©FLAN B PROOF KICK OUT REMOVED \ FOR CLARITY \ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) .1/8. TEx� FINISH o Uk=, 1/9' TEXTURED PINISH • CM METAL LATH WOOD SHEATHING OR Cm UAM LAYER 01, STUGCA WRAP(FRAME ONLY) UPS LAYER 62, FORTRBER BUILDING PAPER (MR" ONLY) IQOOFM CEMENT DRIP EDGE METAL KCA OUT I'I/S' TEXTURED FINISH +� / WOOD, 1/2' TEXTURED / FINISH ® CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL II I ®FLAN A PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AvOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O* SCABBED TO TRUSS W/12d NAILS 6'-S' D.G. MAX. 2x SUB -BAND W/J i'x4' NOTCH w END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL X X X X X x X X X X X 1. 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 k x x x x x �� x x/ SUB BAND DETAIL 0 WALL Wf KICK —OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WN4'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY kME OR CMU .L KICK -OUT FLASHING: T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK RROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 3. PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 6 a F. F TT PARK T #21 K #9 CT00 —21091 eEFB —ROBIE" E XWMG. RIGHT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EA C A ABC --ONO 9Vff DwPtn" 06/24/21 SCAi.E:1/4' = 1'-0' 8*EM= WA6 29'-8" '-7' 10'-0" 181-V TE•, — — — — � 25'-2" 3'-6" '-0 b 4" CONC. I w ~ SLAB �a TO F SLAB F I M M • 3 FM-16xl8 �) j— FM-16xl8 I EXTEND SLAB 1 1l2" 1' 1 q 14'-10" II 1 V-8" I II I I I' m I F4 a •I III II �2I• I I ^ _CW-12xl2 N -1 15'-8" •24x24 4" PVCN°DCHASE Im►0 0 4 TOP OF SLAB ELEC. CONDUIT_ FOR KITCHEN --- { I I wU ISLAND p O r_q„ I I 4'.2" a^ W o UP TO 2NO FLOOR (FIELD VERIFY { I EXACT LOCATION) 1 I 8 F-24x2 EXTEND • I F-24x24 r — _ �— SLAB 1 1YY' _ I L 'III 451/2" B I I to 1 1 5 3,_ . o 19 � I f N � 1 I I 10'-4" 8'•0" 13'.4" ro 1/2 31 o m 1 EXTEND ^ I 11 I O I Lu �I SLAB 1 12" I O o f I SIM. 1. 0 2 to 1 A 4 4:7 1/2" q 1 Y y lV 3 5 3 3' FM-18x18 FM•12xl8 l'-4" T-0' ,'-4" 2'-(r 16'-0" T-al 9'-8" 20'-0" 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+-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 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. S. 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. B. 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. 1 tGINDICATES #5 BAR, ®INDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =38'1. AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 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 TMS 402/802-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602.16, USING: F'm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.41-A OVER GENERAL 31/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM4208 17, CONTINUOUS 18" - (2) l5's (+)0.1. FM-16xl8 16" CONTINUOUS 19, - O s _ +0"-0" FMC-16x18 16" CONTINUOUS 18" VARIES CW-12xl2 12" SEE PLAN 1T - (2)111 6 +0"•0' CWCA202 17' SEE PLAN 12" - ()#5's VARIES TE-2 12" SEE PLAN 8" - (2) #Ss F-24x24 24" 24" 17' ) # 's 2) 's TE-1 8" SEE PLAN 8" - JUN, d N. RONALD REAGAN SL LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA #. 0003326 g C C 4 evsnN azoa� ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.000-21091 MODELa 3EFB "2447—ROBIE" GARAGE NIVMG: RIGHT PAOE: FOUNDATION PLAN 160 MPH . C Dw05/24/21 sCALE:1/4" = 1•-0" BIE•r sl MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED i STEEL REINFORCING IN GROUTED • 3 CELL SEE PLAN FOR SIZE AND _ CELL SEE PLAN FOR SIZE AND v •' • l SPACING REQUIREMENTS << a SPACING REQUIREMENTS ..,�v. v� +I :.•...s,_.., GARAGE DOOR 11 lv RECESS `• 8" CMU WALL ,� 8"CMU WALL i 1 CORNER BARS, SAME SIZE AS LARGER BAR I IN FOUNDATION WITH 30" LEG B' m b +- 0,-0•," EACH • ' +-01-0" TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS • CURB FOR SEE SLAB SCHEDULE—~ �• : c BAR SIZE 48 BAR DIALSEE EXT. PORCH SLAB IV CHAMFER (I -STORY) #3 ,B" - V I•I SLAB SCHEDULE TOP Of GARAGE EXT. PORCH SLAB 4" CHAMFER (1STORY) . I�� ILL •'"P. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE M ASONRY UNITS SET �:p. AT ELEV. 1/T ISOLATION 6" CHAMFER (2STORY) JOINT (WHERE ^�#4 24" W/ 117' ISOLATION 8" CHAMFER (2-STORY) 0•_p• APPLICABLE SEE SCHEDULE #5 30" JOINT(WHERE, APPLICABLE) SEE SCHEDULE APPLICABLE) WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING s FOR MD, BAR SIZE #6 35' W.D, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTrrY AND BAR WANTIIY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 47' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0 cLD GARAGE SCALE:3/4"=1'-0" CORNER BARS DETAIL DDOOR OPENING SCALE: 3/4'�,'- SCALE: (1)#5 REBAR VERTICALLY W/ CONC. w POURED CELL LAP TOP PLATE A MIN. OF 46' 8'• CMU AND NAIL W/ 16d COMMON c NAILS, 2-ROWS, 4" O/C BUM. VERIFY HEIGHT g #4 REBAR @24" O.C. @ CENTER OF $ SLAB LAP TO OCCUR OVER STUD OF WALL W/PLAN 2x44 ORS FOOD BEARING PROVIDE BLOCKING zrc a 7CAPPED ( M No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ O I GALVANIZED PIPE Si NEW REINF. BAR SPACING. SINGLE BTM. PLATE WIFLANGE BASE u G SECURED W/ 2- PART a EPDXY. MIN. EMBED 1/Tk9•' WEDGE ANCHOR W/7' TO BE PT. PROVIDE DBL. TOP PLATE WASHER BET IN HIGH STRENGTH ' 5 EPDXY 5-1E" EMBED. MIN. N 16' OC M 5 B" UNO SIMPSON SPH4 SPH6 MAX. .• a• • O FOLLOW ALL MANF. w SPECI CA IONS FOR LA BTM AND TOP PLATE ti _ 4" CONC., REINF. W/ .. SECURE FLANGE TO USE AND ( ANCHORS W/ 10d x 110 NIT* #10 WWM ON SLAB W/(4)1/4" X 21/4" S $ PREPARATION OF COMMON NAILS FILL ALL MIL POLY ETHYLENE TAPCONS � � <' <" HOLE. HOLES, DO NOT USE tOd w w_ VAPOR BARRIER ON • • �� T'P WELL -COMPACTED x 3" a SEE SLAB SCHEDULE a . �CLEAN FILL TERMITE e TREATMENT SHALL BE m, Q' TOP OF SLAB d1 ...... BORA-CARE _ • ; (2) CONT. #4 REBAR 4" CHAMFER (1STORY) : SSS • . r 6" CHAMFER (2-STORY) .. ' QQ (2) #5 REBAR ON CHAIRS 12" MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% SEE SCHEDULE EQ EQ FOR MD, BAR SIZE VIRGIN OR ENGINEERED SOIL h COMPACTED SOIL AND SARQUANTITV SLAB HEIGHT LESS THAN 3'S' PER PLAN 09_0� ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP MONOLITHIC FOUNDATION 7 6 SCALE: 3/4"=1'-0" �/ UPLIFT) FOOTING W! BLOCK WALL SCALE 3/4" 1'-0 \v 1 A SCALE: 3/4"=1' 0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 46' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED WALLL W// SYP 2 STUDS SEE WOOD BEARING PROVIDE BLOCKING WA PLANS FOR SPACING. SINGLE LAP TO OCCUR OVER STUD OF WALL W/ PLAN 20 OR 216 WOOD BEARING PROVIDE BLOCKING CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO i SLAB W/10tl MASONRY BTM. PLATE TO BE PT. SLOB W/10d MASONRY NAIL d a NAIL 16•' O/C STAGGERED. PROVIDE DBL. TOP PLATE 16" O/C STAGGERED. ADDITIONAL METAL CONNECTOR$ NOT ADDITIONAL METAL $ REQUIRED WHEN NO CONNECTORS NOT w UPLIFT IS PRESENT, REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL •• POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE � 3 +-0 � ;^ •' •• '• 8"CMU FILLED CELL (TYP.) b TOP OF SLAB SEE SLAB SCHEDULE : ;• „ I�' 2X WALL FRAMING TOP OF SLAB -� SEE SLAB SCHEDULE S 1/Y' DIA SIMPSON ST82 BOLTS TOP OF SLAB ' ♦ ' • MINIMUM EMBEDMENT INTO •' ° V..— j�� .T�- • g i "ISOLATED" COLUMN PAD GROUTED CELL, 4•' FROM ENDS AND • • e • CENTERED UNDER WALL AND .T� 16' O.C. VERTICALLY MAX .. .��:# f POURED MONOLITHICALLY WITH �r .s,•' „ FOUNDATION AND SLAB SEE SCHEDULE A SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR MAD, BAR SIZE AND BAR QUANTITY FOR Mop, BAR SIZE FOR V61) BAR SIZE ./ AND BAR QUANTITY 0A AND BAR QUANTITY ,AL L ��INTERIOR CURB FOUNDATION WOOD WALL FOUNDATION WOOD WALL (DILNTERIOR scALE:3/4" , a (NO UPLIFT) COMBINED EXTERIOR MONO- Clo�FOOTING AND COL. PAD INTERIOR FRAME BRIG WALL TO BLOCK WALL CONNECTION scALE:3/4"=1'1Y' (NO UPLIFT) SCALE: 11 SCALE: 3/4"=1•-Q' 1441 N. RONALD REAGAN BLVD.� LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.com � AA 8: 0003326 � P lilt « O oC$j 0. sulm ►. & LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.00 —21091 UO3DE71 3EFB "2447—ROBIE" GARAGE SwDIG: RIGHT PAGE: DETAILS 160 MPH EXP. C PAVERS TOP OFOL:ZB 00000000��/ Gri rrri ri ri %ri,FOR MID BAR SIZE TRENCH FOOTING AT ALL PAVER AREAS SCALE: LAP TOP PLATE A MIN. OF 46" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4"O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD)T".EE OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARINGPROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE STMPLATE TO BE PT.SECURE . BT. PLATE TO SLAB W/ PROVIDE DBL. TOP PLATE1/7W" WEDGE ANCHOR W/ 2' WASHER SET IN HIGH STRENGTH EPDXY Si/2" EMBED. MIN. 016' SIMPSON SPH4 OR SPH6OC MAX. BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2, COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" SLAB SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTTY INTERIOR FOUNDATION WOOD WALL 5 SCALE.-"OT4' (W/ UPLIFT) MIN, #4 REBAR (TYP.) TOP OF SLAB _ 1171 RADIUS OR . CHAMFER 4 �. a �.• Ho� 2 EXTERIOR STAIR DETAIL SCALE: 1/2"=1'-0" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8'CMU WALL SEE SLAB SCHEDULE a e' •. —� 7 d EQ. EQ. SEE SCHEDULE FOR MD, BAR SIZE AND BAR QUANTITY INTERIOR CURB FOUNDATION CMU WALL 3 SCALE: 3l4"=T-O' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND t SPACING REQUIREMENTS $'j s 81,CMU WALL TOP OF SLAB EXT. PORCH SLAB ' SEE SLAB SCHEDULE } 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA. W/ 1/7' ISOLATION 6' CHAMFER (2STORY) 18" to D JOINT (WHERE APPLICABLE) MATCH STEELREINFORCEMENT6" PVC CHASE H PER SCHEDULE [Eil THRU FOOTING SEE SCHEDULE FOR BAR QUANTITY AND BAR ANTnY PVC CHASE THRU FOOTING SCALE: 3/4"=1'-0" - 0' 4' TOP OF SLAB e' d. 'a *.. • a d+ S" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i 8" CMU WALL rSEE SLAB SCHEDULE SEESCHEDUIE FOR MID BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngfoup.com AA 0: 0003325 lim rffi� O i Q C a F ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 MODE71 3EFB "2447—ROBIE" GARAGE swtNG' RIGHT PAGE: DETAILS 160 MPH EWX C 28'-10" 14'•2" 8'-4"4 4 50 50 io F Y M N b b N y § N Y .f b � b � o� b e 0 Y w � b N "v V2'-8" �? . E FIRST FLOOR DOWEL PLAN SCALE: 1/4 = 1'-0" '4 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 www,abdosigngroup.com AA N: 0003325 b S IC 9VH3DXV. & LAT: ABBOTT PARK LOT #21 BLK #9 PROJEOT 04181.000— 21091 MODEL: 3EFB "2447—ROBIE" GAPLAGE BVrWG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH EXP. C F05/24/21:i/4" = 1'-0'T 1.2 TIE VERTICAL REBAR �c TO HORIZONTAL REBAR W/ 10" HOOK ; a GROUTED BOND BEAM � VARIES PER ELEV. 77 CLEAN OUT REQUIRED �. FOR INSPECTION 'r4 ":.. I TIETVERTICAL REBAR ' 3 • , - TO HORIZONTAL REBAR W/ 1d' HOOK —` BAR SIZE 48 BAR DIA #3 18" #4 24" #5 30" #6 36" A7 41 HORIZONTAUVERTICAL � REINFORCING SCALE: 3!4"=1'-0" NEW REINF. BAR SECUREDW/2-PART EPDXY. MIN. EMBED 5^, UNO =g 5 FOLLOW ALL MANF. w c SPECIFICATIONS FOR USE AND I J PREPARATION OF HOLE. .. , •.4 4 4 ,.Ty • 4 STEEL REINF. OF BOND.BEAM ADDING BAR TO 4 BOND BEAM SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS BARMTSIZE 48 BA8R DIA: METHOD 74 24" HORIZONTAUVERTICAL #5 30" REINFORCING #B 32' 2 #7 ar SCALE: 3/4"=1'1Y' #5 BARS a� a. o� ra El 4 ®CMU UNIT DIMENSIONS � ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774407E www.abdesigngroup.com AA N: 0003325 O QC$ 6 ex7=ry ae r4oT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.006-21091 moDzu 3EFB "2447—ROBIE" GARAGE 9VWG: RIGHT PAGE: DETAILS 160 MPH EXP. C [�,S w� 05/24/21 CALIC:1/4' = 1'-0' I3EET 1.2A. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 Wl 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. 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. 10. 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 (m 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK REMARK iD (2)2X8 29) (2) 2X12 BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.. = 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 (fI) SIZEREMARKS REINFORCEMENT STIRRUPS BTM. I TOP MID SIZE SPACING 881 MASONRY 3000 8x18 (1)/RS (1)N6 N/A GROUTED SOLID B82 MASONRY 3000 Bx8 (1j#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngmup.com AA #: 0003326 q O a F ausarv. as Loan ABBOTT PARK LOT #21 BILK #9 PROJRC 4181.00 -21091 Moamu 3EFB "2447—ROBIE" owRwoE awnro: RIGHT PAOR FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK �' TYPCAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. gkg• m,#5 1, PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING �c�e PLACE STEEL HEIGHT. J' REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH 11) #5 BAR CONTINUOUS AROUND y��Ck AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'516' 10 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BONG BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 10 REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 5 TOP OF THE LINTEL. n 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. 6 P8'�E 8x16 DBL BOND TOP OF BEAM W/(1)#5 BAR BOND BEAM EACH COURSE • • Bx8 BOND BEAM Tpp OF $ N"- W/ (1) #5 BAR BOND BEAMS' OF F = FILLED W/ GROUT 1�' t� U WILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE SEE NOTE 5 � pF9 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL—�� LINTEL W/(1)#S BAR (LZ) e HEIGHT LENGTH OF BAR = WIDTH OF MASONRY # OF #5'S, TOP OPENING • 7' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T/1 M/GB INDICATES A DOUBLE BOND BEAM #OF#VS, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=l'-0" AND XFXX- IT/OM/OB INDICATES A SINGLE BONDBEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - 1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 1 T/GM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL SINGLE BOND BEAM AT HIGHER ELEVATION WINDOW SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT ASSHOWN PRECAST :•31MM ' WINDOW SILL Z -y SLOPE 4 OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK TYPICAL MASONRY WINDOW CORNER BARS SILL CONSTRUCTION 4 AT CORNER STEP SCALE 112'=1'-0 3 SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I SINGLE #5 CORNERIt I BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM JE_ 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), BAR PROVIDE SIDE AT EACH SIDE SEE PLAN. II / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL Ar CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-0 %� SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3l4"=1'-0" IN i N. RONALD REAGAN EllLONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdeafgngrGup.00m AA #: 0003325 i 8 O C$Q evsa:v ee '"; ABBOTT PARK LOT #21 BLK #9 I]PROJW 04181.00 -21091 HODE7t 3EFB "2447—ROBIE" GARAGE ewnns: RIGHT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE". "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFPL OAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH am Glees a 1 1T 1T IT tT TYPE LENGTH PLAIN SOLID TYPE LENGTH 1a1T ana 1T elY41T M41T NmdT /A2 7T 8A-1a 0-17n ITn ITn ITn ITA war eneaT vAw ow armzr e�zr 8'-0' PRECAST 1438 33114 4217 am a4m 7831 �� PRECAST eN 1024 3' S' PRECAST 15f0 8624 4304 Sm3 0132 70M 2w6 M18 081a T109 0087 10000 1000 8524 4804 am3 flat low 4'4r PRECAST toss 700 2305 9I25 8048 47l0 5567 4'-0• PRECAST 514 763 4'-0• PRECAST 1888 80/0 8a1a 4a70 aim ao7f 1061 0113 7102 S524 70V 67a1 1908 3010 3015 4570 aim S070 4'$" PRECAST 819 aas 1770 MM SM NO 4a00 4' r PRECAST 398 Sol 4%V PRECAST 12V met UM 4043 4711 an I= a74a 7a47 67a2 f541 7000 1207 2707 337a 40 3 4711 am 5' 4' PRECAST 931 7247 1000 20s0 3123 M 4aW 5'4• PRECAST 411 411 8-4• PRECAST 1016 im 2V4 20" 3513 4054 Ia1f 44f0 7706 7942 67eo saes Iola 2278 2ese 33ff 3eBl 40e4 V-10• PRECAST 817 1024 Iasi 2000 2540 30M 3470 F-10' PRECAST 340 339 5'-10• PRECAST 909 1400 1971 2643 201a 33P 1Ie1 380 yen a68e sm arre em 2M 2eaa 3107 300 4133 8'-0' PRECAST 113a a227 coat ala7 4303 Gael �� ��T 410 721 8';S' PRECAST m Im tare 1/a5 2832 27M 1139 3227 400e ?M10000 eem 835 IM 2326 2730 3251 9712 T 8' PRECAST 570 mewe 2205 2M3101 ae16 T-8' PRECAST 803 534 Tom' PRECAST Mgoo 11el 1402 IM2025 93e ewe awe 40H 7087 6472 Tr 1624 tam 240 2W 32m W-C PRECAST 426 See I= 2204 2481 2818 2021 9'4' PRECAST 192 364 9'-4• PRECAST 454 508 767 948 1120 1310 = 1a74 22M =1 40M 48ff an 1318 If43 I088 2164 2519 10'-8' PRECAST 388 487 1247 1767 1904 2108 2026 1a$' PRECAST 151 301 1a$' PRECAST 8f0 40 612 750 em 1042 so 1467 IM 2Ma222 3784 am 1180 1472 17e3 1710 Im 11'4' PRECAST 390 544 1312 1742 2m2 2M 300 11'4' PRECAST 132 417 11' 4' PRECAST 430 40e Mm m an 544 1312 1742 2262 met 86G2 4ee 1372 1613 7470 7710 r PRECAST 308 ao7 1210 I00e tow 2M 3191 1r-0' PRECAST III 370 1r-0• PRECASTSDP 303 4M eel sae leetr 1210 I= 2048 M 3171 4401300 16f0 1314 1476 Irw PRECAST 270 438 1045 1385 1732 2157 2595 IT-4w PRECAST 82 298 IT " PRECAST 308 RM 303 484 We m 414 1045 13M flat 2816 28M 3101007 1812 1071 12a3 14'-0' PRECAST 2bt 127z leoe Ieee 2270 14'-0' PRECAST 71 293 14'-0" PRECAST 270 aeo 448 e2e eoa800 Wa 12n 1f06 1000 23/0 87e eel 11102 STa 1133 14'-8' PRESIRESSED N.R. NR NR Ni NR NR N" 14'-' PRESTRESSED N.R. 283 14W PRESTRESSED m422 m M 746 !m 4M 1079 1429 100 2217 2712 246 an 980 1237 1474 1715 1G4' PRESIRESSED N.R. rat NR NR NR NR 1R 1S4" PRESTRESS® N.R. 262 IV ' PRESTRESSED 4 284 a37 464 574 04 708 412 1014 1340 1703 2118 m13 210 $tf ON 1134 1353 11572 1T4' PRESTRESSED N.R. NR NR rat Nit rat NR 1T4• PRESTRESSED N.R. 183 IrW PRESTRESSED I" 32B m al5f7 no Sao an 1121 1413 1730 2D47 102 509 72D 501 1135 1312 19'4' PRESTRESSED N.R. NR NR NR rat NR NR— 19W PRESTRESSED N.R 148 19'4' PRESTRESSED 102 M348 430 513 505 236 m See I= 1487 1716 ISO 420 an an m I= 211-4' PRESIRESSED N.R. NR NR NR NR lit lit 21W PRESTRESSED N.R. 125 21W PRESTRESSED PRESTRESSED142 '142 219 Me 381 464 527 180 am M103B life 373 637 m ale 943 2r-W PRESIRESSED N.R. NR NR NR NR NR lit 27-7 PRESTRESSED N.R. 11e MIR PRESTRESSED IV 22e 200 300 42B 4W 145 560 784 fee I=PRESTRESSEDIV 3/1 518 1 w 770 00o 24'-0• PRESTRESSED N.R. NR NR NR NR NR rR 2v-T PRESTRESSED N.R. 91 -0• 24'PRES'IMMw 124 774 245 302 300 418 120 400 054 Bat 1014 1MT 124 8101 455 61111 Off 783 - ALL VALUES TAKEN AS THE LESSER FROM'SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOT rS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN 81 LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 q 1gtmDIV. a LOT: P04181.6-21091 BBOTT PARK LOT #21 BLK #9 ROJW0 MODEic 3EFB "2447—ROBIE" GA- AGE BVI G: RIGHT GAGE: SAFE LOAD TABLES 160 MPH N. C \ 0rN0 93M A DRXNT w05/24/21 BCAIM:1/4• = 1'-0' SKEET LS 2. 2 A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Dd x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H1CIA OR LGT2 W/ IOd 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 BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. 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 P8836, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE SEEN DESIGNED BASED ON RATIONAL ANALYSIS, 13, ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TNM A//1NUF/11MPM / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 UBS SHALL BE FABRICATED W/ A 2X6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK DIIPTIO 4 FaMF BABE ORCEIMENT REMARK WD-1 4X6 (3)5"x5)4") SYP. HTT4 W/ 5/8" DIA. (5/53.1A) PT., WOOD POST x 5"EXP. BOLT WD-2 4X6 (3)5"AS)�') SYP. HTT4 W/ 5/8" DIA. (5/S3.1A) PT., WOOD POST x 5" EXP. BOLT r- — — — — — — — — FIRE _DRAFT STOP 3/4" SUB FLOOR -4 NAILER FOR DRAFT PRE -ENG. STOP FUR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOODI DRAFT STOP PRE-ENG. FLR. JOISTS 11�YI II rl 2X4 NAILER FOR DRAFT STOP 3l4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS xssc a=aaas=a x axe a a a=aaa a xa x 4 2x4 WOOD WALL W/ s sac SYP. NO.2 STUDS. PLACE DBL STUDS LL UNDER EACH JOIST az�s ss:=asQc=xs s x�aa csxm aaaeaaas a: a aax a aaae a s ssss: s ssss: s saa=xaassa:s xzs�cas :s aaaa:szaa sszs�xxss=s LL exxacaaaSx aamasa ss�x�a aaaavca- ass�smx a_a n axa= a aaaa: a a: 2x4 WOOD WALL W/ SYP. NO.2 STUDSO 1 12" O.C. a aa= s aa� a xs� 2x4 WOOD 11 II APPLY DRAFTSTOPPING WALL W/ II re-111'�"" ALONG THIS TRUSS AS TO SYP. NO.2 I II VI LIMIT AREA TO 1000 S.F. STUDS 0 II III::: FBCR 302.12 12" O.C. I 11 II ii� SECURE 2X12 HDR TO = `�� CMU W/HU410 W/(18) TITEN 2 SCREWS TO _ _ _ 2X4 WOOD WALL L _ IIL = _ CMU & (10) 0A48X3 -�—' W/ SYP. NO, 2 -- 4 NAILS TO HDR STUDS. PLACE DBLSTUDS SECURE 2X12 HDR _ --�—� UNDER EACH —_—__ TO 2X8 HDR MSTA-18 JOISTI I _ W/(14) 0.148"x 2 1/7' _ ___— NAILS p U -� ZO 0 0: IF�=F= _—_=___— Og N (LL ___ _— 2x4 WOOD WALL W/ SYP. = 33Dn FJ7 _N0.2 STUDS�12_O.0 _-__ -_ asp -ems FJ5 x ==c===c=c= gA ss�a> FJ5ea 106 s a xss�JS xass a _ _ — tOd x 11/!' HBD. WaTp M� _�1/Px23WTIIBi2ANC W CH1H FIRST FLOOR FRAMING PLAN SCALE: 1/4" = V0" I -JOIST 1441 N. RONALD REAGAN BI LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 i to .- BUDDIV. a LOT. ABBOTT PARK LOT #21 BLK #9 IPROJWT# 4 .00 —21091 MODRIA 3EFB "2447—ROBIE" GARAGE awsl� G: RIGHT PAGE: FIRST FLOOR FRAMING PLAN 160 MPH . C IIS � 05/24/21 CALE:1/4" = 1'-0" xEICr s3 A41) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12)16d x 1 J' NAILS TO TRUSS DEL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 *'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16dx 3 j' NAILS TO GIRDER bQ, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 1Od GALV. COMMON NAILS 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #27•x 4', IT', 8" x 4'-U' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 0430 LES 12 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) 1a 1b 1c TYPICAL TRUSS/ CALF:34'=1'-0 GIRDER CONNECTOR(S) �� MCI�ti00I 11/pOCM 4500 3/4" WOOD PANELS 6000 12) 12" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER 34' T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST 5/&' GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD SECURE ]-JOIST TO TOP PLATE w/ (2)12d TOENAILS DOUBLE TOP PLATE 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. SEE SHEET S1.1A FOR NAIL SIZE AND PATTERN I -JOIST CONNECTION Q L.B.W. 4 SDALE (NO UPLIFT) DEPTH 1/4•D —HOLE EDGE >5/9' -HOLE DIAMETER 2/5'D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 6 scALE:1 1rz=r.m EDGE -5/8" HOLE DIAMETER c 315*0 DEL STUD ENGINEERED WOOD TRU 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETA16 —� TRUSS ANCHOR WITH (9)10d x 1 }' NAILS TO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR tx2, 2z WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) t6d GALV. COMMON NAILS. bQ SECURED W/ 10d MASONRY BOND GALV. COMMON NAILS BEAM 12' O/C SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APTSYP#22'x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A41) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) t' x 5" TITEN HD TO CMU AND (12) SDS *'x 2 �' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) }'x 5" TITEN HD TO CMU AND (18) SDS J' x T TO GIRDER C42) SIMPSON FGTR GIRDER TIEDOWNS WITH (2) J' x 571TEN HD TO CMU AND (18) SDS �' x 3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LES (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LES (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2a 2b 2c TYPICAL ROOF BQA E:34"=1'.�• GIRDER CONNECTORS) LSTA12 20 GAUGE W/ 1Ddx12 HDG COMMON NAILS. 0 EACH END TOTAL OF 10 1� MC�I`Otl( fFICOl18 4500 3/4" WOOD PANELS 6000 (2)12" WOOD PANELS 60 (2)12" WOOD PANELS 90 2x LUMBER LVL/IJOIST WITH BACKER BLOCK HTT4 W/ 5W A.B. WITH MIN. 7' EMBEDMENT TO SLAB 8 (18)16d x 2-12" NAILS TO POST., POST TO SIT DIRECTLY ON SLAB LVLMOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-0' A - SIMPSON IUS1.81/16 G < 14DO LBS, U < 70 LBS W/ (2) 3/4'- WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 B- SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 314"0 WEDGE-BOLT/J-BOLT, S' MIN. EMBED (14) l0d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 USE, U < 210 LBS W/ (4) 3M'" WEDGE-BOLT/J-BOLT, IT' MIN. EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-1/2" GALV. NAILS TO JOIST FL#17241 D - SIMPSON HHUS7.25/10 G < 4140 LBS, U < 1610 LBS W/ (8) 314" WEDGE-BOLTM-80LT, 5' MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G <3455 LBS, U <210 LBS W/ (8) 3/4'" WEDGE-BOLT/J-BOLT, S' MIN. EMBED 16d GALV, COMMON NAILS TO HEADER AND (2) 10dxl-l/7' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER ATTACHMENT DETAIL SCALE 3/4"=T-Y G9> Y 8'-a' MAX (Wnx4) OR 1a-9' MAX(W/2X4) 11 MAX.", OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W/(2)10tl COMMON NAILS AT EACH CHORD INTERSECTION TYP, # 11W UPLIFT SIMPSON _ HTSM20 W/10 10d TO TRUSS AND 14) 114" x 2 V4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSffE FACES OF BLOCK WALLW/1010d TO TRUSS AND (4) 1/4•' x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN, 2" COVER 8 7' APART REPAIR OF MULTIPLE 3MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3l4"=1'-0 tx4 DIAGONAL BTM.CHORO BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORDOF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0 PERPENDICULAR TO I -JOIST (2) 2X12 TRUSa 24" MAX. WI 24" MAX. W S" MAx. ENO SYP. P.T. O SH LATHING WOIsT WOIST SPACING FRONT SEE FRAMING PLAN �,P11 TYP LEDGER e END OFe LEDGERBOARD *REAR.. (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS BE USED PERPENDICULAR W/ 2" WASHER 8 51/7' LEDGER WITH JJOIST MIN. EMBED. (TVP) PARALLEL TO I -JOIST (2) 2X8 24' MAX. OW 24' MAX. W/ 8 MAX. ENO SYP. P.T. WOMT WOIST SPACING FRONT SEE FRAMING PLAN TYP TYP LEDGER S G LEDGER ° s d • • BOARD o 2X8 SYP P.T. 1M'7(6' TAPCOEND OF N LEDGER BOARD TO W/ 3" MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO (JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8" ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'4', 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" OIC. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK I SIZE BOLT SIZE jnWDWMMICMMiLVA= A DOUBLE SYP 2(8 1 1/4" 6' 24" O/C MAX. B DOUBLE SYP 2X12 1 (2) 3/4•' 1 8" 24" O/C MAX. A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 314" x 10" EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS 10 WOOD LEDGER DETAIL(I-JOIST) SCALE: 3/4'=1'-0" (2) ZX4 No.2 SYP DIAG. — BRACE W/ (3)12d @ EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) U-0' TO 30'4- (1) X' BRACE 30•-1" TO 60•-0 (3)'X" BRACE (1) "X" BRACE @ CENTER (2) "X' BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS —� STIFFBACK (ASPER—� TRUSSENG) SEE SCHEDULE FOR BOND BEAM REQ. 2.4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'4" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 10 DIA ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's W O.C. MAX CONT, 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED 10'-0" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE: 3/4"=T-0 THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. 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, 11 ALTERNATE MATERIALS SCALE: 3/4"=1'4" "IN' RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407.77"078 FAX: 407-774.4078 www.abdeslgngroup.com AA #: 0003325 I� , BLTHDIV. ds LOT: ABBOTT PARK LOT #21 BLK #9 P3ROJffi T 04181.000-21091 MODInu 3EFB "2447—ROBIE" GARAGE 91irm s: RIGHT PAGE: DETAILS (I— JOIST) 160 MPH EXP. C DR E,A05/24/21 sHMET S3.1A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OFSTUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)ad COMMON NAH S EACH END IJOIST LVL� PLATE STRAPS W/ 10d x 1 1/2" HDG NAILS WALL / FLOOR FRAMING, (: PARALLEL TO WALL DL_j_O'ST SCALE: 8" CMU WALL REINF. PER PLAN PER ELIENATION PER ELEVA 10 2x4 P.T. CEILING NAILER W/ MASONRY NAILS ® 17' O.0 1X2 FIRE -STOP #8 WOOD SCREWS x 7' LONG ®3' O.C.; AS SHOWN #8 WOOD SCREWS DBL. 2X8 SYP 42 LEDGER. x 2" LONG C 3' O.C.; [STAGGERED SEE FLOOR JOIST LEDGER STAGGERED OFF SCHEDULE, 10/S3.1A CENTERLINE AS SHOWN }" X 6" TAPCONS 8"CMU WALL REINF. PER PLAN P R E VATION a�LJOIST L (SEE o —'�c WOIST (SEE FRAMING PLAN) FRAMING PLAN) PER ELEVATION M AWc (2) 2x4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS a17'OC. BOLT SCHEDULE, 10/S3.tA SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0 1X2 SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL, RE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TVP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER LEVATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BLK _ p;:,. Wl TRUSS PLAN '(RM TO TIM KATE 518" GYPSUM BOARD OR 1Y2" HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH A U < 990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w1(2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS, 16d TOENAILS SLAB. SEE EMBED. AT 3Z' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14)10d BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING • o• •o• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. AND TOP PLATE ANCHORS W/ 10d x 1 1/2" COMMON NAILS SECURE PLATE TO SLAB —CONT. 2x4 SECURED W/ (2)10d's O EACH FILL ALL HOLES, DO NOT USE 10dx3" 1/2'k9" WEDGE GE ANCHOR W/ 2"" WASHER SET IN HIGH STRENGTH TRUSS/VVOOD POST CONNECTIONS TRUSS TO BE INSTALLED 010-0" O.C. MAX. EPDXY 5-1/2" EMBED. MIN. O 16' 00a 10b 1 Oc OC MAX. SCALE: GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 7RussTOPosrcecnoN SCALE: 3 4"=1'-0 • a A - SIMPSON MTS-12 U < 990 LBS W/ (14) IDd GALV. NAILS. f B - SIMPSON HTS-20 U < 1310 LBS W/ (20)10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS WI (16) 1/4'k3"SOS, (1) 5/6" A.T.R. TO HDU4 AND (10) 1/4" X 21/7' SDS TO POST TRUSS CONNECTION @ L.B.W. PaerroeLAecx»f�craN .7Q .7U SCALE: 3/4'=T-0' A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 518 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 518 DIA x 6' EXP. BOLT C_SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/6" A.B. WITH MIN. i' EMBEDMENT TO SLAB 8 (26)16d x 2-1/Z' NAILS TO POST. I 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774-4078 W W W.abdesigngroup.com AA #: 0003325 b axmDly & LOOT: ABBOTT PARK LOT #21 BLK #9 PRO.T�CT 04181.00 —21091 MODULI: 3EFB "2447—ROBIE" GARAGE B1►IIQO: RIGHT PAGE: DETAILS (I— JOIST) 160 MPH EXP. C d N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA $: 0003325 b 9 Q}p llp Mom aLOT.BBOTT PARK LOT #21 BLK #9 ROJm ' 04181.006-21091 MODmL 3EFB "2447—ROBIE" GARAGm BWD4G: RIGHT PAGm: SECOND FLOOR DECK PLAN 160 MPH W. C SECOND FLOOR DECK PLAN SCALE: 114" - 1'-0" v LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C, BTM, 0 AND QUANTITY PROVIDE 1x LAP TO OCCUR OVER STUD WOOD OR lr2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, m 2-ROWS, 6" O.C. •- a SHORT 2x STUDS BETWEEN HEADER ABOVE AND FRAMING DIRECTLY ABOVE 3/4" DIA. x W MIN. EXPANSION BOLT W/3x3 OVERSIZED WINDOW WASHERS PLACED 16' O.C. #' —V'— MIN. CONC. EMBEDMENT SECTION A -A SHORT 2x STUDS BENEATH WINDOW SILLS 2x MID -HEIGHT BLOCKING b �j AND ANY PLYWOOD SEAMS i W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END - ' Z SIZE AND QUANRY PROVIDE 1x WOOD FILLER(S). O NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' 8 MPSON H10A W/ 10d x 1 112' O.C. GALV. COMMON NAILS, FILL SIMP60N SPH4 OR SPH6 ALL HOLES OR SPHB TOP & BOTTOM W T MIN. TOP PLATE SPUCE STUD PLATE TIES W/ 10d x 1 AND NAIL W/ 16d COMMON I/2' GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE- 3" LONG NAILS ' e' STM. MEMBER OF TOP 1�--H4 PLATE SPLICE MUST LSTA18 W/ 10dx3" GALV. COMMON JI OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 /� 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO *ri` TYP. SEE SCHED OR # STUDS ONLY FL#17244 JACK STUDS NDER S EADER SEE SCHED OR # FULL EIGHT 2x STUDS FFFF RL 3X3 OVERSIZED WASHERS PLACED 4" TYP. TYP. 3T O/C 6" MIN CONO.EMBED, TYP. . 16" MAX. _ DBL. TOP PLATE CONT. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.0 (1) 2x6 FLAT TOE NAILED TO JACK STUD 2x NAILED INTO INSIDE AND OUTSIDE PLY OF FILLER BELOW W116d COMMON NAILS, 6' O.C. 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" O.C. SINGLE BTM. PT PLATE 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W1(2) 16d NAILS EACH END 16" MAX. (3) 202 HEADER PROVIDE DBL. TOP PLATE 10 PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6" — — O.0 N � N N N c LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER, NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3' O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2) 2x6 (3) 2x6 (2) 2x8 (3) 2x8 (2) 2x10 (3) 2x10 (2) 2x12 (3) 2x12 !IW>lpA=QW0A i1W WAON0O7P0.C. 0 - 2 ft j O (9 o Y 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4 SPAN KINGS SPAN KINGS 2.6 (2) (2) 2x6 (2) 2) 2x6 2) 2x6 (2) (1 3 - 4 ft 0 - 2 R 3 - 4 ft 1 2 O.2 ft 3 -oft 1 2 2x4 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2x4lum 2x6 (12x6 2) (2) ( ) 2x6 ( 5 - 6ft 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 2 2x4 5.6 ft 3 5- 6 ft 2 2x6 2x6 2x6 x6 2 2x6 2) 2x6 7-8ft 3 7-8R 3 2x4 2x4 2 2x4 2 2 2x4 2 2x4 7 - 8ft 9-tOft 5 9-tOR 3 2x66 (2)Dc8 9 - tO ft 2x4 2x4 2x4 2x4 2 2x4 2 2x4 2 2x4 2 2x4 10 - 12 ft 5 10 -12 ft 4 2x6 Z620 2x6 2x6 2X6 2x 10 -12 ft 2x4 2x4 214 2x4 2x4 2 2x4 2 214 2 2x4 2x6 22 216 2x6 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL I SCALE: 3/4"=1'-0' 16" MAX. PROVIDE (3) STUDS 0 -"—NAIL STUDS —NAIL STUDS — —PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d @ 12" O.C. 12d 0 17' O.C. PLATE MEMBERS PROVIDE (3) STUDS PLYWOOD SHEATHING, BEE CORNERS LAP TOP PLYWOOD SHEATHING, "ROOFNVAL FASTENER SHEATHING PLATE MEMBERS SHE THING YASTENER 16' MAX FASTENER SCHEDULE" SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 D Cl EXTERIOR MASONRY / WOOD PROVIDE(3)o CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND ,L SCALE: 1 1YZ"=1'-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER Wl MASONRY/ CONCRETE (TYP. ) 12d @ 12" O.C. 1,7' DIA, SIMPSON TITEN BOLTS 5" MINIMUM 12" DIA SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFNVALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C, VERTICALLY MAX 16' O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12d 0 17. O.C. SHEATHING ON INTERIOR OR B EXTERIOR OF WOOD WALL (1) 2x TO BBLOCK ON 4 (2) 2x TO BLOCK ON 2x6 & 2x8 WALL vv v A (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesfgngroup.com AA #: 0003325 ['jig C Ll eVBDiV. & LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.00 -21091 MODEr1 3EFB "2447-ROBIE" GARAGE 9TnKQ: RIGHT PAGE: DETAILS 160 MPH . C NCALE: j1,r = 1'-0' a�ET S4.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Dd x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 V2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" ` x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK D1081 REMARK 1D (2)2X8 © (2) 2X12 BEAM SCHEDULE MMZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / TA.A. -TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C =ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION rc (psi) W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)N5 (1)#5 NIA GROUTED SOLID B62 MASONRY 3000 8x8 (1)XS N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES -------------------------------- i 8F8- Mysssm SFS-lT/0M/0B i $*�1T/OM/OB 2 %tt i i b i ♦ tt i r i %% tt i i % Ar i i �> tr GT i i e r i i g rt U.N.O. PROVIDE BB2 WHERE i ROOF TRUSSES BEAR, i �pt TOP OF WALL EL 17'-4" { i i i { i = i i + { { f i { i a b i i { i i i GT i i t i t 7 Or ttt �4� i aN, � t GT i { ® 8F8-1T/OM/OB O 0t`°4 { i i trt i b + i i { t` BF8-1T/OMIOB 8F8-1T/OM/OB SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" & N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 6 R yi oulmxv. h LOT: ABBOTT PARK LOT #21 BLK #9 PROJ=T 04181, 006-21091 MODMIA 3EFB "2447—ROBIE" GARAGE BNING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 16 H E C Dw05/24/21 8CALE 1/4' BRzwr S5 "LOTrS CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 eroues e-IT IT= IT IT= IT TYPE LENGTH SIS PLAIN SM SOLID TYPE LENGTH & -IT en6.1T WAD -IT S24.1T 0128.1T WMIT eA11e s•1T11 ITn ITn ITn 1Tn MAT emw W1W er41,27 8r1&27 e�2r Tor PRECAST 1436 eel $114 4217 SM1 else 7631 S'r PRECAST 8N 1024 $'$ PRECAST I= 3424 43 M Mes 6132 70M 2b6 6113 esea 77es e031 10000 1� 3624 43W a283 M32 7001 C0 PRECAST 1086 700 280a s125 aa4a 47es ese7 W0 PRECAST 514 783 4'-0' PRECAST lase 3060 es1a 4570 6are6 eoro 1es1 0113 7102 81124 74127 Will 1383 30es 31115 49M =25 WN 4W PRECAST 819 us 1770 2400 808a saw 4300 W r PRECAST 398 591 4'4' PRECAST IW AM Isla 4043 4711 on I= U43 7547 e7M 0041 7006 1207 Am AM 400 4711 an 5'-4' PRECAST 991 1247 lees AM 3123 AM 420 Ste' PRECAST 411 411 S-4' PRECAST 1016 lees AM 2044 3513 40e4 13% 4400 71e0 7342 67e0 e2w 1019 2s78 2838 38w 3es1 4084 5'-10' PRECAST 817 1024 Iasi tow AM ADDS 3470 5-10' PRECAST 840 339 6•10• PRECAST aw 14e0 tm1 2443 2e15 3387 llel Am es77 am 6548 577e 929 2000 203 3107 382D 4133 8'-0' PRECAST Me e MIT 8031 a7m 4303 es61 PRECAST 410 721 8'�' PRECAST US 1201 IWO 18es 23M 2700 3227 45e8 7054 10000 OW8'$' es6 lees 23210 AM 8251 VIA T8' PRECAST 570 ew AM 2=5 28w 3191 sees T-0' PRECAST 308 b9M1 T-0' PRECAST 716 800 11a1 1482 1743 20s5 ew SW 34es 404 7067 6472 727 1624 202E 212E 2827 3228 9' 4' PRECAST $33 I= 2204 2101 2016 2091 9' 4• PRECAST 192 384 9' 4• PRECAST 454 SIN767 So 1120 1310 00 104 22w WSI 4008 4a88 572 1310 '1643 18w 2164 2519 10'-0' PRECAST 988 407 1247 17e7 1804 2103 2Q28 10'�' PRECAST 151 301 10'�' PRECAST 3M 4es 612 755 aw 10M SIR tom I887 AM 3222 a7e4 am 1100 1472 I7w 1710 I418e 11'r4• PRECAST 990 544 Ia12 1742 22M 290 aw0 11-4' PRECAST ' 192 417 11'�' PRECAST 430 406 530 an 777 W2 544 1312 1742 22a2 AMaaM 4es 1042 /372 1443 1470 1710 12'-0' PRECAST 6m 1210 Iese 2040 25M 3191 12'-0' PRECAST 111 870 12'-0' PRECAST SOS Sea 479 OR I88 7es MY 1210 1aes 2048 25es 3171 440 840 1300 1580 13% 1478 18'�' PRECAST 270 433 1045 13W 77M 21V 2636 13'�' PRECAST 82 298 13'-4' PRECAST 3es 303 3es 494 575 645 414 104a I= 1732 28" 2606 3es 7w 10m 1312 1071 12DS 14'-0' PRECAST 254 es0 4178 1272 M 141w 227e 14'4' PRECAST 71 298 14'-0' PRECAST 279 278 3es 443 a28 6w 890 m0 1272 Me I9W taw 978 717 gel 1192 m 1193 14'4' PRE8TRESBED N.R. NR NR NR NR NR NR PRESTRESSED N.R.263 14'-8' PRESTRESSED 290 422 yes on 740 ees 4es 1079 142e 1024 2277 2712 240 W3 es0 12V 104 1715 13�• PRESTRESSED N.R. NR NR NR NR 1b.�. PREBTRE8�D N.R.252 1S4' PRESTRESSED w7 464 a74 4i 412 1014 /340 70 17es 211e 2513 A 280 e1e 410a 1134 36 law R 1572 ir-r PRIESYRIESSED N.R.rNR NR NR NR NR NR 1T-' PRESTRESSED N.R.183 1T-' PRESTRESSED IV 328 3es 451 Syr ew 8es 1121 141E 17w 2D47 102 on 72D es1 17ss 1312 194' PRESTRESSED N.R. NR NR NR NR we 18'-4' PRESTRESSm N.R. 148 19'-4 PRE8RESEED18s 2es 849 430 61a 686 730 ese 1200 U07 1716 I66 4w an e03 8es 10e6 21W P SSED N.R NR NR NR NR NR 21W PRESTRESSED N.R. 126 21'• PRESTRESSED14s 218 aes es1 4a4 627 aw 683 1036 ties 14es 142 373 537 e80 ale 943 2r-V PRESTRESSED N.R. NR NR NR NR NR 2 -7 PRESTRESSED N.R.118 22'-0' PRESTRESSED IV S20 2w 30 42B 4m 1es eso 794 OnI= 1381 137 esa a13 ew 779 900 24'-0' PRESTRESSED N. NR NR NR NR NR NR Mr McCaw N.R. 81 24'-0r PRESTRESSED 124 174 24e 302 3es 416 120 4a0 654 024 1014 1147 124 319 4es esI 1 07 7w - ALL VALUES TAKEN AS THE LESSER FROM •SAFE LAND TABLES' BY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEWICATIONS - PROVIDE MINIMUM 4' OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 d N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmp.com AA #: 000332E b F es Lo7il T PARK #21 #9 04181.00 -21091 woaEs� 3EFB "2447—ROBIE" GARAGE 8WING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH A C DwRMT 05/24/21 ISCALE: i/4" 19HEET S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. 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. 10. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 9-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER! ENGINEER NOTE$: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2K6 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 B' FROM THE CENTER OF THE COLUMN. ADD SYP NO.2 4'-0" LONG S( TO BOTTOM CHORC IOd NAIL, 2 ROWS, 3" ( ROOF FRAMING PLAN SCALE: 1/4" = V-0" SYP NO.2 2X6 'LONG SCAB 'BOTTOM CHORD W/ JAIL, 2 ROWS, W O.C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA N: 0003326 m � b R SVHDIV de LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181.00 -21091 MODEL: 3EFB "2447-ROBIE" GARAGE 101FMG: RIGHT PAGE: ROOF FRAMING 160 MPHAXP. C DATE 05/24/21� SCALE:1/4" = 1'-0" OABIE-pD �� rF� MP ROOF L >` ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 746 ZONE 1 = 57.40 PSF (67.40) ZONE 3 = 65.80 PSF (76.80) ZONE 2e - 65.80 PSF (75.80) ZONE 3e = 75.80 PSF (85.80) ZONE 2n = 7180 PSF (85.80) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 75.80 PSF (85.80) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: LI APPLICABLE INTERNAL PRESSURE COEFFICIENT: -1- 0.18 ROOT OMwwlO124 FOR ASPHALT SHINGLE ROOF, USE MIN 19137STRUCTURAL SHEATHING EXP 1 (40/20), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. 1 ROOF/ WALLA FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RING SHANK, 212" 0131 F1S67 SCR W SHANK 170,000 RING RINGS RSRS-03 8d RING SHANK, 23/8" 0.113 R SCREW SHANK PER I PER NCH) R SRSAt 7; RING SHANK, PNEUMATIC 23/6' 0.113 F1667 SCREW -NAILS RSRS-01 RAF ILK OK TRUSS ROOF SHEATHING EXTERIOR SHEATHING Z TF. USE 1/'2" CDX OR 7/16' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" 9 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & 5 3 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT ,n INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED 'A PER MANUF. SPECS.) SEE DETAIL. * BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING �iOF 81r1171flO ATTACHIME liSPAC�ifi MM GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 1: tOd NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/BLOCKING ZONE 2e, 2n, 2F 10tl NAILS 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16'O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP ZONE 3,3e, 31- tOd NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD BLOCKING @ 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ RI nr.KINC-' PFR NAZI ING Rr.HFn111 F NOT. ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GUN NAES Q4.00. TOP a BonoM EDGES aD Nd IM 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING (-#8 2" DECK SCREWS 0 6'-8" O.C. MAX 0 EQGES & 17' O.C. M#X IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENOM NOM ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33C33M. MAXIMUM AGGREGATE SIZE SHALL BE 3M. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ••�"' ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 71h EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 316.14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-16 AISI SPECIFICATION FOR THE DESIGN OF pROMDE 848E CONTINUOUS POLYETHYLENE VMIXY BARRIER MEMBRANE UNDER ALL SLA&4-0ONWHERE INDICATED ON POLYETHYLENEBA RIERADHME VAPORALED CO TINUOULAPPED ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS. 84A BRAN S INCHES 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 FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; 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 ExaUSKM FROM THM PLAW• MINIMUM NAILING PER FBCR 2020, 71h 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 2. STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pst TOP CHORD-noalsunent 10 psf BTM CHORD-n-concunent DEADLOAD DEAD LOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT-0IPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSUASCE 7 88: 1990. pMf TOP CHORD p TOP CHORD (7 P(1 ASPHALT SHINGLES) pastty/ GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 (7 S B THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOADD O CHORD 5 5 paf BTM CHORD TO RESIST WIND UPLIFT: 10pa7 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 W WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PN 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 FORBEARING WELDED WIRE MESH: WELDED WRE MESH, SHALL BE ASTM Al 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-O' OC EACH WAY. RENFOMING STEEL: REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE Wl THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36" #5 BAR - 30' 07 BAR - 42' PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WIND: DEAD LOAD SPEED 020) MPH 3- SECOND GUST (ASCE (FBC R2020) EXPOSURE C, RISK CATEGORY 11) O VERIFY L INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITH STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pNTS: BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40GE GUARDS AND HANDRAILS: : 40p GUARD COMPONENTS: 5OO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL VEHICLE GARAGES: SOpcf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: N BILE, PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef 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. SWW DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY LENGTH ELEVATIONS DIMENSIONS ETC. ' ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WTHOUT 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 OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS 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 3W WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNOATM SITE PREPARATION" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,DOO PSI, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SWILL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM DA 557. 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 THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. 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. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STEEL BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SCONMEM'PECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 26 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A38M, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M, GRADE B, Fy = 46 Imi. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy = 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0GRADE;-GRADE 35 Isi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SMALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE M%PRIOR TO OTHER BOLTS SHALL BE ASTM BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE RACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'* PRIORTO THE ADDITION OF RASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM 094IC94M OR MEASURING, MXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ETC, CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUMTIME ALLOWED FROM MEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION $HALL NOT EXCEED 90 MINUTES, IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS), B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER: 1-1/2" FOR Nb AND SMALLER T FOR M8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR SLABS WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDED BY THE TRUSS ENGINEER, THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPUGTKK! 612E 6PADN0 PPLIGnON 2E TTPE 9PAON3 REMPitxe tvt PT NPRINO N CASE HARCENED COIL B. OIC AfUOE OWR BUDL /P DA TAPCON MABONI2Y S• q,C f IR' EMBED., 4" EI.O qST, MPBONRV ICONG NNLI IR'LON3. OMABONAYIWNC. WASHER FASTENER ffrz`EDGE DBi. SOO AL. E%i. OOOR9 CASE HARDBiED COIL 8'OIC WINDOW'DDOW FA9iENE0 GARAGE ODOR BEG( are" DA OA R•pIA E%PAN&ON BOLT 1S'O,C 13/e"DAL 9"EMBEE�P'EW-T., x .SEE WTEB N4LI III LONG. STAGGERED INTO MASJNir/WNC. TO MASONRY/GONG. ]4.OK(III DMJ 3" EOIST. wlNwwaxx cA9E IaRoeaEDcaL 6'oc wlNoovxDDORI FA9TBJED METAL 6TRAPTO CONTACT THIS ENGINEER FOR SPACING a Pr, SEE NDn:s N.A Irr Lore. sucGERED INro MAsxmKONc. MASDNRYICONC REQUIREMENTS °t E%T.9W1N0 ODOR (213 UA 'TPPCOr! IC 0� 11R"EMBEO, e"END. NONSEAPoNO WVOD 1?° ExPAV9.DJ 2L O� ° BUDt 2x PT, SEE NOTE 8 NO WAeHER FAStNEA d6T., 1 WPC EDGE DST. ALL TO CONC. 9,PB WI WASHER BOLT DST., 3' EDGE q3T 1x PT WINGOW BUCK 01%°PAf x211B" 9"OIC 4"END DIBT..11R' TT..;CEMBEO PENOEL COL, BEE WI WASHER STAGGERED EOGEDBT. TES NDIIIIIIIIIII 11STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITHA WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA P. 0003325 6 i y4 v 9 F eusDrv. de LOT: ABBOTT PARK LOT #21 BLK #9 PROJECT 04181,000-21091 MODEL: 3EFB "2447-ROBIE" GARAGE ewngG: RIGHT PAGE: DETAILS 160 MPH A. C ®1® 1 BCWLN-1/4' = f-0' 1 SN1 r FASCIA WOOD BOARD BY OTHERS © TRIM NAIL INSTALLED THROUGH O STAPLES INSTALLED FASCIA @ 16" O.C. MAX THRU SOFFIT AND z J-CHANNEL AT NAIL O STAPLES INSTALLED SOFFIT 10 HEM AND IN VALLEYS THRU SOFFIT AT NAIL HEM AND IN VALLEYS II STAPLES INSTALLED @ 12" O.C. MAX (INTO ® FASCIA J-CHANNEL 30 OS OOD) IN J-CHANNEL �" MAX. nPTAII A I-AZALAA 7O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) 2X2 WOOD BATTEN 10 TAPLESINSTALLED 70 THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. }" MAX.-cI I - DETAIL D O STAPLES INSTALLED, AND J-CHANNEL CHANNELHRUIAT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT----' OQ J-CHANNEL-/ J" N DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN 11- yam SEE DETAIUXA SEE DETAIL'E'— — EAVE CROS"ECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL'D'� SEE DETAIL'E'_ ,- EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 0 BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING �TRUSSMOIST/RAFTER / BY OTHER 2-1/4" EMB. WOOD BATTEN CHANNEL® DETAIL B 7im7l'-j- J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLESINSTALLED- THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS 11 1X2 WOOD BATTEN WOOD BATTEN @ O SOFFIT NSTALLATION SCREW, (D J-CHANNEL- BATTEN ATTCHMENT ®, FASTENER SPACED 24" @MAX O.C. BY OTHER 2-1/4" NSTALLATION SCREW, EMB BATTEN ATTCHMENT FASTENER SPACED 24" @MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) STAPLES INSTALLED @ DETAIL C 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" 5 WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) rCONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. • 12 f?ii••.. •F 3.519 1•f zs�W'f;j;;:s•j�/�' EAVE WIDTH 375 .375 ..;;=Ft:==?• (ROOF 4 3.625 3.625 3.66 OVERHANG) 5 \ .08 .03 12 �6J N-CONCRETE; /A CMU OR WOOD (NOTE:1) DETAIL 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 F & LOT PARK #21 #9 04181.00 -21091 MODEL: 3EFB rr2447-ROBIE" GARAGE 8WING: RIGHT PAGE SOFFIT DETAILS 160 MPH EXP. C 1� SDO A