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HomeMy WebLinkAbout38327 Sonnet Landing AveSTATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 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 DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE F BEEN GENERATED FOR UNCLEAR ASPECTS OF THE " 2260 - 3EEB -ELSTON-" 12602 TELECOM E )RIVE, TAMPA, FL 33637 -FIMML, CODE, R93MENTIA 7THN (2020) -AIL LOCAL AND STATE CODES -OCCUPANCY - RESIDENTW, GROUP R3 -CONSTRUCTION TYPE - VB -YIN. INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=160 MPH Vesd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER IACAL AND STATE CODES SQ.FT. CPfLli.•8 IST FLR LIVING W1 ea. FT. 2ND FLR LIVING 1,"3 fia FT. TOTAL LIVING 2260 BE FT. GARAGE 453 Sa FT. ENTRY 64 80. FT. TOTAL 2,111 SO:. FT. SWO PATIO W SCL FT. Tel: (813) 740-9720 Pax: (813) 740-9715 ABBREVIATIONS REVISIONS ABv. ABOVE LAV. LAVATORY DESCRIPTION A/C ADJ. AIR CONDITIONING ADJUSTABLE LUM. MC. LUMINOUS MEDICINE CABINETALT. 2-STORY Cl°AU CONVERSION BID SET ISSUED AMP. ALTERNATE AMPERAGE MFR. MIN. MANUFACTURER I MMUMBD. KDA 2011 FBC UPDATE BOARD M.T. METAL THRESHOLD CAB. CAOBINEETLINE MTD. Mn, METTAL TED STONE ELEVATIONS ADDED CLG. CEILING CLEAR N.T.S. O.C. NOT TO SCALECLR ONCENTER CONSTRUCTION DOCUMENTS ISSUED CPT CONCRETE CARPET PI. P.H. PROPERT TON PUSHBUTTONC.T. FOOTWA REVISION PER M. 0=5CPT. 0A4116 W-ORPORATE I -JOIST DETAILS 4 FRAMING PLANS PER M. D. CERAMIC TBR DRYER PH. PLT. PHoxE PLATE OMIM CONSTRUCTION DOCUMENTS RE -ISSUED DBL. DOUBLE PLYWD. PLYWOOD D.G. Du. DUAL GLAZED DIAMETER PA P.T. PAIR PRESSURE TREATED W40AD BOLLARD DETAIL REVISED DIM. DISP. DMIENSION DISPOSAL R. RAD. RISER RADIUS OIR6/1% DETAIL- 'ADDING BAR TO BOND BEAM' ADDED TO 612A DP. DR. DEEP DOOR R.A.G. REF. RETURN AIR GRILL REFRIGERATOR 02/5AS TRUSS IVO ADDED TO FRAMING SHEET gprzSgB PLAN MAINTENANCE D.S. DTL. DOWNSPOUT DETAIL RM.ROOM RO. ROUGH OPENING 04/M REVISED LINTEL SIZE • ENTRY D.W. DISHWASHER SC. SOLIDCOREEXTDR EA. ELEV. EACH ELEVATION SD. S.H. SMOKE DETECTOR SINGLE HUNG 0446A11 UPDATED LEDGER BOLT SIZE 4 SPACING EQ. EXH. EQUAL EXHAUST SHT. SHTHG. SHEET SHEATIM40 m6/2M ADDED LED LIGHTS • KITCHEN 4 BATHROOMS PER MARK BOLLS EXT. F.G./FX. EXTERIORS FIXED GLGLASS SIN.im. SHOWER SIMILAR �jntj LEDGER BOLT SPACING REVISED i"fiS ADDED BD'D LAYOUT F.G. FIN. FUELOAS FINISH SL. SL. GL. SLIDING SLIDING GLASS OVOWO REPLACE UBP CONNECTORS WITH SIMP50N CONNECTORS FLR, FLOOR STD STANDARD FLUOR. FR. DR FLUORESCENT FRENCH DOOR SWS SHEAR WALL SECTION 03/OS/20 REVISED DETAIL ON SHEET D2 OPT. W-0' CLG. HGT. FIG. OA. FOOTING GAUGE TEMP. THK, TEMPERED GLASS THICK ODIOI120 REVISED STAIRCASE AND STAIR SECTION MAIL GAR. DISP. O.F.I. GARBAGE DISPOSAL GROUND -FAULT CIRCUIT T.O,C. TOP. TOP OF CURB TOP OF PLATE 06/21RO PANTRY DOOR REviSED TO 2-6 OPT. 8'-0' CLG. HGT. OUOVlI 2020 PBC UPDATE GL. INTERRUPTER GLASS I.O,S. TYR TOP OF SLAB TYPICAL M021 ADDED SOFFIT DETAILS GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBIB OTHERWISE H.C. HOLLOW CORE V.P VAPOR PROOF HOP HEADER W. WASHER HGT. OR HT HEIGHT W/ WITH INSUL. INSULATION WD. WOOD INT. INTERIOR WDW. WINDOW W/II WATER HEATER W.I. WROUGHT IRON AL VyUK��/5p�g10 � IEx..O��p�O �'��0E CODES; i1.417'4113I ®iJ , Npi'IOt�AL �:.�,f�C zj=P YP� Hm-s ANC -THF- Cliy O _ . Op,D1Np,NCE,u n ���lF�,N •{R,t-!!L Cl-V ov E� PLANt E INDEX OF DRAWINGS ARCHITECTURAL SHEET # DESCRIPTION PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3G—ELEVATION 'G' FRONT & REAR PG A4G—ELEVATION 'G' LEFT & RIGHT PG ES —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG D1—DETAILS PG D2—DETAILS PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS DESCRIPTION PG Si —FOUNDATION PLAN PG SLIA—DETAILS PG SLAB —DETAILS 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 S3.1B—DETAILS PG 94—SECOND FLOOR DECK PLAN PG 94AA—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN PG SNl —DETAILS PG SDI —SOFFIT DETAILS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www.abdasigngroup.com AA N: 0003325 a mm ABBOTT PARK LOT #27 BLK. #9 PROJMCT* 04181.000-270 1 MODELA 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C SCALE: 1/4"=1'—O" i*mw C1 GENERAL NOTES 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 R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES, THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER 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. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 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. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30242. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF T- O' 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE 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 . SQ. FLUMBINIS 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. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH 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 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 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 - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-CIO63 -19a AND R703.7. RRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. R302.7. EXTERIOR CEUM 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) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS I CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 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) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA 0: 0003326 9$ 0 14 F .Q4�gj BunDiv. to LOT: ABBOTT PARK LOT ##27 BLK. ##9 PROJECTp 04181.000-270 1 MODEL• 3EEB "2260-ELSTON" GARAGE 8WiNG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C DAATTE: 05/25/21 SCALE: 1/4"=l'-0" SHEET GN C DBL. TOP PLATE 9 M BAR DETAIL A SCALE: V2'•I'-RID' (2) LAYERS OF 3/4' PLYU1000— OIt 12) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPE FOR SOLID NAILING SECURE TREADS TO 6TRINWR UAH9>"1 S' SCREWS EA 6TRSGER IMHREADED SNANC TO Extern BEYONO THIC+oE6S of SUB -FLOOR eMEATHNG sm / KM-29 — — — — FRAMING / C / / I I' MAX. / NOSING / 10' / 42' FL N WALL IW GAP r / / STAIR DATA. 15R • 1b2' / 14 TREADS • 10'. P NOSING J m 3/4'KICK Q M PLATE 7 E 4 2 x 0 S R R40 • EA. 2 x R2 eTRNGEIc R' / SECURE YVIZd 6•-6' OG. T�Q / _ M / 3-2aI2 SYP STRINGER / REINFORCED IW2X4 W UVCONT. BEAD OF / SUM -FLOOR ADFIESWE PL-400 OR 6NMILARE • EA HORIZONTAL RN 2X4 ATTACHED UV 10d MASONRY NAILS • 2X4 P.T. SLEEPER INTO GLAD UXTHN 6' OF EACH END, 82' O.C. MAX 42' HIGH HALF WALL w/ CAP [1212KII HEADER SEE FRAMNS PLAN r3) 2" DLOCKNG. SEE FRAMING PLAN S/4• TKa SUD FLOOR OWED � SCRSUED PER FASTENER SCHEDULE FLOORING SYSTEM 1 FRAMING SHEET) 6rAjwA RISERS TO CONFORM TO FBCR TTH EDITION (2020) MN. TREAD•Ig' MAX RISSR•T 3/4' SAS' MAX. VARIATION N RSERS/MEAD6 ADJACENT TO EACH PAN. OTHER "'MAX VARIATION INANY RISERRREAD WANDRAL CIRCULAR GROSS SECTION DIA TO BE 1 114' .-V4' OR PROVIDE EGUIVALENT dPAWASILITY UNNDER6- MIN 6' WIDE • NAIlICIU END Mk U' WIDTH • C' FROM NARR7W ENO M' MN. HANDRAIL HGT. -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL6, UNDER STAIR SUIO'ACE AND ANY SO*IM PROTecTED ON THE ENCLOSED 6IDO WITH I/!' GYP&U M BOARDS. FISCR 302.1. B STAIR SECTION m HANDRAIL 6 36' W12X4 RE-W-Cfq THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2' AS PER FBCR R311.182 NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1#'s 2' OR A NONGIRCULAR 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 16018.1 / F.B.G. 2020 �ANDRAIL SECTION C SCALE.3/4'.IC -� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-1744078 www.abdesigngroup.com AA A: 0003325 h eUBDIV as LOT ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-27091 MOaEL: 3EEB "2260—ELSTON" GARAGE SIRING: RIGHT PAGE: STAIR SECTION/ DETAILS 160 MPH EXP. C a NO Sol DAATF-IUE 05/25/21 SCALE: 1/4"=1'-0 dI3EET AMA 14'-2' 2'.4' 13'-2' 21'-8' 8'-®• GRE0 / SHM PAN EGREi88 1 \ /• • 0 MINIMUM l o I I •�LOFT 1; o °I!:!:!:!in °i!:!:!:!:!:!ku 25-SH " 25-SH EGRESS EGRESS 10'-8' SECOND FLOOR PLAN SCALE, 1/4 . I'-0' 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com L AA M: 0003325 0 w aUDDIV. ec LOT ABBOTT PARK LOT #27 BLK. #9 PROJECT 04181.000270 1 MODEIs 3EEB r 2260-ELSTON GARAGE SKIING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH W C AREAOFATTIC = 1425 SQ FT. NET FREE VENTILATION AREA REQUIRED = I/3m REQUIRED VENTILATION AREA 1425/300 = 4.75 VENTILATION AREA X SO. INDIES PER FT.(144) • 684 SO, IN. PAN. REQUIREDVENTILATION .5X 684 IN UPPER PORTION OF ATTIC 342 SO. IN. OFF RIDGE VENn LATION AREA = 125 SQ IN. PERVENT 342 /115 TOTAL 4 OF VENTS REQUIRED = 2,97391 TOTAL R OF VENTS PROVIDED 3 'AREA OF ATTIC IS THE PERI NITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 23'-II' BLD HGT 12 9HIRO� S IS'XS0' FYPON 18'Xb3' FYPON DECORATIVE I I I DECORATIVE SEQU�IVALENT NTT r I I EQUOR IVALLENER 6' RAISED BAND - I 9'-4 3/4" 2ND FW. FLR _ yl _ _ `'' _ _ _ _ _ _ _ _ _ _ V-4 3/4' 2ND FIN. FLR. 8'-0' 1ST FLR _ _ _ _ S'-0' IST FLR BRG. HGT. - _ _ _ _ _ — - - g - BRG. W.T. IIE OPT. COACH LIGHT MEMO I 6 4' RAISED 5'Q•ID (T°.) .q 4' RAISED EiAND IQ' THIQG, 2 GOAT GB'ENT PLASTER APPLIED 9 DIRECTLY TO MASONRT 0'-0' FIN. FLR - - - — - - - 0'-0' FIN. FLR. M-448HR�4G GET INTMre ' — — ROOFMG CEI'DNT 1489105LAS6 SHR4GLE6 ELEVATION SM.U. ROM SIM A6 PER MCIR kNQ Si6.U. ROOF 641EATNMG TNICIQ4ESS WAINDEMAYFRONT 2X6 SYP RE LEDGER . IR'xe' THREADED ROD 87• .AS PER SHEET 041, SEGJRED PER O.C. 4 WITHIN W OF EACH FASTENER SCHEDULE END MAX SET IN 61MP8ON SCALE, 1/4 . I'-0' TEXTURED FINISH 'SPANISH' 6IMPSON LSUa6 140H WPM TH EM'OXY 2NDP ( R VJ 6' MM ErRSED. 2,N S1T RAFTEM OR PRE-ENG'D TRUSS fPE1iELffvj ROOF SLOPE PER —� ELEVATION MM. TK' 06D SHEATHMG 2X6 8YP PT LEDGER W V2'x8• THREADED ROD iu6eEr TO DE SEG111RED TO 32' OC. 4 WTHIN 6. OF 2X6 MENDERS RV ed NAIL6 EACH END MAX SET M D' O.G. • PERR'£TER 1'-4' 6RIPSON HIG14 STPOMT14 Ij— SRMP60N LUS-26 RV (4)18d'4 2 _0• EXMINPDXY 61 MENDED. S .R (2) 10dr To LEDGER AND CHAIiIEL FOR SOFPIr TO tx6 OFF RIDGE VENT B TYP. OVERHANG DETAIL IT'-4'2ND FLR _ �I,' BRG. HGT. F-1 BRCS. HGT. UA F-1 II II A ENGMEERED ROOD TRAM • 24. OG I I SUDMIT 1ZOP, DRAWML2S SEALED BY 9'-4 3/4' 2ND, �' 9'-4 3/4' 2ND PROFESSIONAL ENGSIER FOR REYERD FIN FLR - --- ----' ------------- - FIN.F� LR. ANDCOrP1Brre FLR W-0' IST FLR PLYWOOD SHBATHMG SEE BRG. HGT. - — - - - — - - — - — - — - — - — - — - — - BRG. W.T. OTRUOTURAL 6' I I 45 2ND R W R E RDOPMG AND PLASHM UPDRIP M" STWft AND AMNOW F-11F]aWREneNr6 EDGE "ItMNPR u14RR.6NTEE see eTwLCTLw.AL I EEI WRAP FASCIA WITH DREAK METAL ,n e�,A L I I Ix2, 2xb WOOD FASCIA SEE �9 .9 STIRWIURAL ►OR PA6TENERS VENTED SORTIT PER ATTIC CALCB V2' T14M 2 COAT CEr@tt PLASTER 0'-0' FIN. FLR 0__�0_ FIN. FLR APPLIED DIRECTLY TO MASONRY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RAISED TRIM PER ELEVATIONS iFEt RR WRDOIV PCR PLAN REAR ELEVATION RAKE SOFFIT DETAIL (�)W— ALE: 1/2 I'-0' SCALE: I/4 . I'-C' TEXTURED FINISH • 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 04 aUNDiv aR LOOT ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04 81.000-27091 MODEL' 3EEB "2260-ELSTON" GARAGE ✓ WING: RIGHT PAGE: FRONT & REAR ELEVATION „G„ 160 APH ER. C r OFF RIDGE TTP. IT'-4' 2ND FLR. _ IT'-4' 2NDHGT. FLR BRG. FKsT. — _ — _ — BRs. 4B 12 0'-4 3/4' 2ND, I I `'' �5 ,�9'-4 3/4' 2ND FAN FLR�r---------�--------------------------------- ------- FIN. FLR 8'-0' 1ST FLR, �5 IST FLR BRCa�. NGT ------------------------------- - - ----- - �Blda. NGT. 0 IF - ❑ IIE — — 0'-0' FIN. FLR ep --- '�® 0 - — - — - — - - — - — - — - — - — - — - — - — - LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE T \--} 5 _ ll'-4' 2ND E'R3. HLT.FLR ¢�--- ogl l;i44 2ND FLR ------� G . u - � V-4 3/4' 2ND , r �' I I ,t13" 4 3/4' 2ND FIN FLR----- ------------- --------------------------- -per-----� FIN. FLR_ 8'-0' IST FLR 4, - — - — - - — - — - — - — - — - — - — - — - — - — — - — - — — — IST FLR �— T. - - - - — - — - — - — - — - — -I THGTHG -0' ' V 0'-O' FIN. FLR ---- r---------------------------- ------------ .►0'-0'FIN. FLR RIGHT ELEVATION SCALE, 1/4 • P-0' TEXTURED FINISH 1441 N. RONALD REAGAN 6LVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 W ww.abdeslgngroup.COM AA #: 0003325 y b � 777SSS � R r C DA : rmNT 05/25/21 aCA=.. 1/4"=1'-0" IMINIZ ET A4G r ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -� I20V OUTLET 20 AMP Oran" POLE IWV OUTLET IIOV OUTLET IO70 OF OUTLET YARD SWITCH GFI IWV OUTLET Hi11PlDNM UUMO PAUL M IEWTAN T TYSi 22WV CUTLET (4) WIFE CONNECTION y�P ENT WATBE"ROO, CMUND FAULT GFI OUTLET MERRIPTER SWTC 4 SYATCNI 3-WAY OPER $•I OWTCJI 4-WAY OPER Fo WALL MO{NT00 LIGHT CEILING LIGHT © LED CLG LIG."T ©Vf- PROOF LIGHT O yp YAPOR PROCP LIGNR 0 RECESSED CAN vMT. FAN I aM PER 30. R. MIGHT PAN I Co" FOR Sa V R— L fSPECY TOO BY 7.11ILp WRAP ®MUMB, ARAAO (RECESSED) RUO� 2•BILB IIAdP roUIa�A I N l 2- R•UORlOCINT 4 FLUORESCENT pr� •- --21 w IS 4' 7RACK LIGIR 0 PANEL W& METER (D S.D. AnolfE DETECTOR BSLLBS IN EeE L E I w 1 "LL MOUNTED &1cm DtiKigYCAN" ssn. s4CIC.uP WLtlS�YIEE ®S/CO MONOXICS aimWTEOTat OQp IWILL ONIBE CTM VWANW CP NOT LESS THEN 4' FlwmwALL PENDANT LIfWT LIB NA,IIRN. QM . mEPHONE JACK � WA,.R HGTER DSCONNlCT AIR COOMCNNG SEt AW ON DISCONNECT FO TELEVISM JACK a NG sox O J-pox w M AIIPF•ORIeD N accoloaaE W eox MAIpaD AS SUCH MR ILNO . CELNG PANLSHT To BE SUPPORT O N ACCORDANCE W SOX M44MO AS SUCN POR 24- NC NDINICItT Haan LYWT s7RP nnnnnn 36• wrANDSSCad LOW STRIP nnnnnnnn N' YVCANO LgHT STRIP SUDDEN LIGHT IO• OPT. SEOSYIY M7Y/AD • PA PUM-WMCN POR Q~ USB PORT • LOCATION OF TV JACKS J M40 E OUTLETS A FANS TO BE VERIFIED • HOMEOUER PRE -CONSTRUCTION MINI M& • ALL S A 20 AMP DMMC44 CUR ITS TO BE ARC PALt PROTECTED PER ELECIRCAL. PROVISIONS OF MOOR TTH EDITION (2ma) J NAEG 2Ia12 2aM AIDRICNL • 20 AMP DEDICATED LALINDWr CI IMAIT. • GN • ISLAND fNOr ON KITC i4EN CIFOAT) • DIENW SNER DISCP04WT TO BE LOCKOUT N PANEL • BATNEOOM EXNAUET PAN TO SAVE MIN CAPACITY OF SO CM INTERMITTENT PER ELECTRICAL PRONEI" OF SECTION -w3 L`7�,ED1TJi44ngffffi • LAUNDRY ROOM RECEPTACLE SHALL BE GROMMO FAULT CW=T-NTERRUPTER PROTECTION FOR SEEDERS PERSONNEL ONWIRING • MTHOD SMALL Ed NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF PSCIR ttH En (2mai • ALL WDRC TO COMPLY WTH ELECTRICAL PROVISIONS OF 7N4E TtH ED (2me) 3-Dr LItJITMG MST SE lNEIR9Y amlIEHT TYP[ PER F13G ENERiY f�NSERVATION (RESIDERIAL ENERMT EFPRCIEIGY) 21020. TNh E0171ON 144043 ON GREAT ROOM (�. F RE-WIREAND CW F ---------- - --- ----- GFI I L =---- L ITCH IN Y CABINET KnumI TLET HOOD WIRE FOR DW W/OUTLET FOR L L FUTURE M. WAVE--, FOYER eR I VIP Ps.FOR I I I GRIME I 1 ' ENTRY PATI r-- --, I I � I 1 I I I I •4 —� I ,� IRRIGATION OUTLET a I DOOR 48' AFF. F'REWIRE � GFI I\ — — — — — — — — — — — — — — — — — — — — Lil ��\-__--�--- OPT. COACH - - LIGHT 48' AFF. GAR DOORS `7 1 I I GARAGE ------ 8 GFI GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' " P-0' METER FIELD VERIFY LOC. LED LIGHTING C PEDESTAL SINK F'WDR 150 AMP ELECTRICAL RISER NOT TO SCALE COMBINATION SERVICE EIO ASS• DISCONNECT SWTCH AND OO/J40 VC GOERAL NOTES. M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL Nou 3R ENCL.0SLIFE PM�L COMPLY UNTH ELECTRICAL PROVISIONS OF THE FEIM NTH EQRIOII [2ma). LOCAL. CODES, AND ALL LOCAL PALER C:Q'PANY RECYARmlamm � a ALL CONDUCTORS SMALL BE TYPE THFN/TNEN UNLESS I • • "^' NOTED OTHERURSE. POWER COMPANY TRAWR7R'ER PROVIDE SO AMP, 120440 VOLT, I PHASE SECONDARF ELECTRICAL SERVICE. PROVIDE S M COPPER (CU) N 1-VJ" VIA SCHEDULE 60 PVC CONDUIT OR PROVIOE 3 9J0 ALLP NIM (AL) N 2" DIA SCHEDULE SO PVC CONDUIT UNLESS SMACK IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UNTH THE ELECTRIC COMPANY PRIOR TO DID. TELEPHONE SERVICE __.. CABLE 1B.ENSICN ENTRANCE ENTR4NC8 S. PI' M. EGUIRSNT ' INTERSYSTEM BONDING TRWNAL AT LOW VOLTAGE CONNECTIONS 1 4 CU SERVICE OR41NO CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR TM EDITIa/ (2E702 SAD" CIA x S PT LONG CAPPER CLAD GWLI D ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdosigngroup.com AA M: 0003325 J Y c` � �gg7J Eiii� BU13DIV. & TAT'. ABBOTT PARK LOT #27 BLK. #9 PItOJECTdN 04181.000-270 1 MODEL' 3EEB "2260-ELSTONNN GARAGE OM MO: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH M C Dw 06/25/21 SCALE: 1/4"=1•-0" $BEET E1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES - e 12Dv OUTLET w AI•T SNSLE roll IIOV OUTLET EV V CUTLET L02 O QInK UPUP TO SWATCW � IIOv OUTLET EOUIWRD VIi01lO FrL NTHWI�TER RAMP A RE6ISTAM 17Fi) a220V OUTLET [U WIII@ CONNIICPIOH W^ EXL mamwRDOI• fiRam FA& Gfl O[ILET NTlRWP7ER SWTCN BMW a•IIN7 OPEN LI SWTCW 4-W4Y OPEN CEILNG LIGHT © LED CLG LIWIT ©vp LED VAPOR PROQ LISwT @ va VAPOR FROM LIOM Op RECASMD caw VBiT. FAw 1 CAM FER SO. FT. VENT. F.SV 1 cR'I PER xA. PT, OPEC*T ToD DY I 4 ENT 2-EULB WRAP ® L aROYD ! ) 2-BLB WRAP b �� /NAa� ce rNv 2- PLUMSCWT 4' RUOMecaM W--a--fie-� 6 4' TRAGIC LOW Q PNffiL METER OSD. SMOKE OEtECtOR W—W-MANCIuN1. SD. W41LL MOMED SMIO[E DETECTOIe SATT. BACK-W- MV NARDYR M!-CO*7CTEO SHALL ME A DISTANCE {�} PENDANT LIGHT — XAnlM% am ----- ► TELB+[OW JACK �{! WATER WMAATER DNCONICT Te R ELdvaTan AIR TICK ace ANY ON DRCOMECT NNE FQ TELSVNKN JACK LMIS B07[ IRE O M GE SU N ACCORDMmem OX B J•BOX M MMCCD 4CN FOR BOX CEILNS FArotlaPa TO ME ro SYFPORED N ACCORDANCE 2F BOX HANGED AS &IOW NOR >3IIIIA 24• NCAPOESCEN[ WSW STRIP nnm M• PralmEacB[T LGNT MEP nnnnnoee ® N' SCEM LKWIGwT eTST NP ILOOD Law KP OP[. SEOaUTT KarPAO Pa now-BurraN FOR CWMES WB POI[I • LOCATION OF TV JACKO A PFILNE OUTLETS A PAW TO BE VERSED I wOMEOWER PRE-OONETRUCTION MEETNG. • ALL 0 A 20 NIP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER ELECTRICAL MWY161ONS OF MM ITN Immic IV [2020) A N!G 21Al.D 70M ®[TIOW • 20 AMIP DEDICATED LAUNDRY OROUT. • GFI ULAPO (NOT ON KITCAIN CIRCUIT) U • DINA&M DNCWS= TO BE LOOKOUT N PANEL • BATwROOM EXWAUST PAN TO WAVE MSL CAPACITY OF W CFM NTERMITTEM PER ELECTRICAL. PRONSIOW OF SECTION M WA FBCR ITw • LAUNDRY ROOM RECEI'TACL! SWAL BC OROU'ID FAULT CIRCWT.[TENUIP'IER FROTECTION FOR P'ERSOWEL ON FEEDERS • WRING METWOO SNALL BE NON METALLIC CABLE PER ELECTRICAL F44"blOW OF rom ITN SO [202ax • ALL dk3W TO OOP'MLY UTW ELECTRICAL PRDNSIOU SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' . 1'-0' ------------- I. I i L L i I I I -- LED LIGHTING @ DBL. LAV. BATH h I _ I I L I I I I I LED LIGHTING @ DBL. LAV. BATH ►7 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com ` AA #: 0003325 J 1 ib PRO A a Q1� > UDDIV. de Lo ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-27091 MODEU 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH E C ra`a^-A, 05 25 21 DATE: / / >sCAL.E: 1/4"=1'-0" aliIEET E2 FIRST FLOOR PLUMBING PLAN WALE. 1/4 • 1'-0' SECOND FLOOR PLUMBING PLAN SCALE: 1/4 • I'-0' VTR VTR 1 WASHER PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 A S p�C b S aunDm se LOT ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-27091 MODEIA 3EEB "2260-ELSTON" GARAGE BVnNO: RIGHT PAGE: PLUMBING PLANS Q60,VPH E . C D � 05/26/21 BCALE: 1/4"=1'--0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB i MASTIC. AND INSTALLED AS PER FBC lTH EDITION (2020) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3U 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBC lTH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 'ITH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED, I. ALL FIRE RATED CEILINGS AND WALLS &HALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MF& RECOMMENDATIONS AND FBC ITHI EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® BIDE -WALL OR I WAY DIFFUSER — SOLID LIE. SUPPLY TRUNK BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TI-M AIR GRILL NOTE: ALL HVAC TO HAVE PROPER 16Xi1 ' PANS W/ DRAINS ----------iij ---------- ATTIC I -- CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. UUNUNIT e — — AIR RETURN W( (2)-3A6'X2' TAPCONS SIMPSON WE, ROLL STRAP PLENUM ? y OR EQUAL KITCHE SX4 SUCTION AND LIQUID AIR SUPPLY d REFRIGERANT LINES 12X8 _ y 4' CONCRETE SLAB SECU RE STRAPT UNIT 8 (2) PWD AIR HANDLER ----EXTERIOR WALL OOP y CONDENSER UNIT -- o-O -- 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD I I I I I T REFRIGERANT LIES TO NOTE: MAIN COND. DRAIN 3/4' DIA. VENT WAIL PLATFORM RETURN CONDENSING UNIT OVER HEAD 12' FROM STRUCTURE TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLOC. CODE SECTION 301.2A HVAC DRAINS - - - GARAGE SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL COUNTERSUNK C.O. PLUG I I — BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REOUIRED //-- WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYPN FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (T FIRST FLOOR MECHANICAL PLAN SCALE+ 1/4 " F-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 000332E J ga rit s o 0 a f8LTBDIV. & LOT. ABBOTT PARK LOT #27 BLK, #9 PROJECT* 04 81.000-270 1 MODEL: 3EEB "2260-ELSTON" GARAGE SKIING: RIGHT "14RST FLOOR MECHANICAL PLAN 160 MPH C LO o D TZ 05/25/21 SCALE: 1/4"=1'-0" SHEET M1 SECOND FLOOR MECHANICAL PLAN SCALE: 1/4 . P-0' 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 wwwzbdesigngroup.eotn AA M: 0003325 8 � o will, 21 sUHDLV. de LOT: ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEU 3EEB "2260-ELSTON" GARAGE S IMG: RIGHT PCOND FLOOR MECHANICAL PLAN 16 PH W. C aw� 05/25/21 sCAL.E: 1/4"=1'-0" SHEET M2 2X4 TOP PLATE PERKPL PRE -PAS TRUSS 1/2' CLC. 150ARD 1/2' DRYWALL 7-PI- SECURE BT. PLATE TO SLAD W/ Wd MASONRY NAIL A 32' O.C. MAX FIN. PLR 2X4 WOOD 6TUOS 024' o_ SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL BETS SHALL BE NOT, THAN 2x4, WHERE ED NOT MORE I6' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE )TYP. INT. WALL (NON—BRG.) D1 SCALE, 3/4'.I'-0' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 90b.1.1. RDCF SHEATHING THICKNESS, AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER I -0 ELEVATIONS TYP' D.H. VENTED SOFFIT I f I � 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR �— GYPSUM B( OR 1/2' HIGH STRENGTH CLCs. BOARD 3 5/0, OR b 1/2' DRYWALL 3/S' TOP CWWdEL (29 GAJ I/2' DRYWALL 3 5/8' OR b 3/6' METAL STUDS 24' O.G. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 3 b/D' OR 5 CADR.ETS AND TUB/SFN7UER 2D ". ATOM GA METAL TO BE INSTALLED CHANNEL (29 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED IS' OZ. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND 15ATWROOM PAR 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD SCREW FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D 1 SCALE. 3/4'-I'-0' SEE ENERGY CODE FORMS INSULATION R-YALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTA W MENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRNG- STRIPS • 24' O.C. B' CMU 1/2' GYP. WL. BD: WOOD BASE — ti W/ WINDOW OPENING FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9ID9.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (I)- 05 (2) COURSE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE:3/4'.I'-0' 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER AWE 1-16 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.13 AND 1609.5.1. B TYP. WALL SECTION NO OPENING METHOD TO BE USED FOR THE �1—STORY HIP BLOCK WALL INSTALLATION OF ROOF SCALE+ 3/4'-1'-& UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM DQ%S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR S051.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 9' 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET ON]. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE -ENS. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COATS-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 8' CMU aoSK& FOIE d" LM VP THICK 2 COAT - PORILaD CRIDIT "TOR APPLIlD pe1CCTLY To MAGONRY FOOD JAM PM OALV. e7 POV well. --. APPRROV APAL RtfA vwtyrAL D7 TRACK PAOT&4= TO TRAGIC DRACKM uv PROO= APPROVAL R210, CCRiR DCAD Y cm NC 6TRU:TifAL FOR I,* P.T. YD ATTAC&W TO RLL � As Pne APPROARODOV AL Nla eAALAHT( sAaceR ROD 2DAT41IR !TRIP MALOM ALL AROUND (MY DOOR Mail.) GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS SCALE: 1 1/2*-1'-0' i 2X4 OFF 24' O.G MAX — SECURE W/ (1) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS— STIFFBACK AT ALL UPRIGI4 PER STRUCTURAL DETAILS PRE -ENGs WD. TRUSS — CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS SEE ENERGY CODE POM16 FOR INSULATION R-VALUES PER ELEVATION \ 5/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING- STRPS • 24' O.C. 1/2' GYP. WL.15P - WOOD SASE- FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR W511. ROOF SHEATHING THICKNESS A$ PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI, PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 4 1411 < < _ 0'-0' FIN FLR a " ROOF SHEATHINds THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 a a 1TH EDITION, SECTION R301.13 AND 1609.5.1. H W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.T-m• UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE 11 OR ASTM D49169 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN 9LVD, LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 OR 04 8 o y SVHDIV. Ac Lol, ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEL: 3EEB "2260-ELSTON" GARAGE 8MIING: RIGHT PAGE: DETAILS 160 MPH C D TE 05/25/21 SCALE 1/4"=1'-0" BiiEET D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER POOR WS.U. AS PER FBCR W5.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNI. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD.TRU ER PRE-ENG WD.TRUSS-- 24. O.C. MAX � LEVATION 24O.C. MAX. METAL DRIP EDGE-- METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES 1 ENTED O.H.Os 5/8' GYPSUM BOARD 2x FASCIA PER ELEVATIONS SOFFIT 7YP. OR IR' HIGH STRENGTH CLG. BOARD VENTED Ix2 FIRE -STOP SOFFIT REFERENCE STRUCTURAL -4.I INSUL. REFERENCE I I STRUCTURAL I I w I I � WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS —REFERENCE STRUCTURAL m 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT pr GLUED AND NAILED 1/2' THICK, 2 COAT—'- PORTLAND CEMENT AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED W PLASTER APPLIED DIRECTLY TO DIRECTLY TO MASONRY mJ-PE R MASONRY IX2 FIRE -STOP LEVATION W FIRE -STOP -- SEE STRUCTURAL 1-7ffav—ATION SEE STRUCTURAL--- R 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD ER — - - � LEVATION IX2 FIFE -STOP Ix2 FIRE-STOP—� R-4.1INSUL. WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORfLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED DIRECTLY TO STRIPS 0 24' O:G DIRECTLY TO MASONRY S'CMU MASONRY 1/2' GYP. WL. BD. ..:: WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP —�� BATT INSULATION REFER TO ENERGY CALCS FOR VALUES . O.H. IYP. 5/8' GYPSUM BOARD OR IR' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. W W v 3/4' T 4 C. SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE a w'v w "' R LEVAT ON R EV TION \-t5/8' GYPOLIM BOARD OR 1/2, HIGH STRENGTH GLG.BOARD R-4.1 INSUL. Ix2 P.T. WRRMG STRIPS • 24' O.C. v cm 1/2' GYP. WL. BD. WOOD BASE n �11'1E B L L a a n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING SECONDYFLOOR FLOOR LO K BLOCK SCALE 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 3275D PH: 407-77"078 FAX: 407-7744078 www.abdesigngmup.com AA 8: 0003325 a SVBDIV. & I.oT ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-270 1 MODEU 3EEB "2260-ELSTON" GARAGE 91RNG: RIGHT PAGE: DETAILS 160 MPH ER. C scALE: 1/4"=1'-0" i*m= D2 mm 2X6 P.T. • CENTER OF DOOR HEADER SECURED WV (U V2' X B J-DOLT WV 4' MIN. EMBEDMENT W/ 2' X 2• X IW WASHER 4 NUT OR W/ (2)1/2' X 8 ANCHOR BOLTS W/ 21 X 2' X VS' WAGNER 4 NUT m IN VOICURE2.4 TO MILK WV IN TOTAPCON6 1 U2' E'BF.D. S' or, 4' END DIST, 1 1/J' EDGE DIST. ® � SI GARAGE ODOR BUCK CARED W/ f6W*) ' X 6' J-DOLT OR ANC IU/ BOLT6. W 4' MIL EMBEDMI@IT, W/ 2' X 2' X VS' WAG ER 4 NUT. (1) WITHIN S' OF Tcr (1) WITHIN S' OF THE STM, Is (3) EVENLY 6PAC®. ® 9 m NOTES, ALL ANCHORS SHALL BE IN ACCORDANCE TO m~AOTUREWS INSTALLATION INSTRUCTIONS W6ERE MJMW INBTA CTO19 AM MORE ATON61ANT GARAGE DOOR BUCK ATTACHMENT 4C4Ll, N'.P•1' 6' cm I/?' DRYWALL 6t4 P.T. OR 5/4'X4' MIl SECURE THRU FRAME 4 ❑ —P.T. EXTEND 1.1/4' INTO P.T. NAILER BLOCK W/ 3AW TAPCON6 DOOR CASING MIK SL4NIK 612E .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-114' WITHIN S' OF EACH END DOOR JAMS OR WINDOW 4 IS' OIC. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" w 11INDOlf TO BLOCK +3/4" 0 +5/4" 2X4, ED SECURE TO BLOCK WV 3/16' TAPCONS (MIN. SHANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 W O.G. MAX SPACING. 2X6: SECURE TO BLOCK WK2) 3/16' TAPCONS (MIN, SWANK SIZE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') S. cm WITHIN S' OP BACK END 4 b' OIC. MAX SPACING 14' DRYWALL 2X8, I El I'X4' SECURE TO BLOCK P.T. NAILER W KV 9A6' TAJ'CONS (MIN SWANK SIZE J45 DOOR CASING MK MEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 4 WOTC. MAX DOOR JAMS OR WINDOW S"�"' ATTACH TO 2X PER MANUFACTURES DETALS. NOTE, BHM A6 NEEDED TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 1/2" NOW TO BLOCK +1 1/2" 2X4, SECURE TO BLOCK WV 3/I6' TAPC40W (MIL SHANK SIZE J45 MIN HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN W OF EACW END 4 I6,O.C. MAX BRACH& 2X6, SECURE TO BLOCK W/(2) 3/16' TAPCON6 (MIL SHANK SIZE J48 MIN. HEAD 612E J00 MIX CMBEDMENT I V49 UT14H W OF EACH END S' cm 4 W O.C. MAX 6PACHG. V2' DRYWALL 2XS+ m ❑ SECURE TO BLOCK I'X4' WK2) 3/W TAPCONS P.T. NAILER (MIl SHANK SIZE J40 T/W' O.S.D. X 4• MIN. MIL HEAD 612E 900 MIN. EMBEDMENT I V49 DOOR CASING WITHIN S• OF EACH END t Is' = MAx SPACING, DOOR JAMB OR UIRNDOU ATTACH TO 2X PER MAUIPACTURE6 DETAILS. NOTE+ SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +1 15/18" C N 011 TO BLOC +1 15 2X4, 01111 SECURE TO BLOCK W/ 3/16' TAPCONS (MIN. SHAK SIZE 14D MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1149 WITHIN 8' OF EACH END 4 IS' OC. MAX 8PACING. NOTE, STRUCTURAL 2X MIST BE 2X6, ® ON OUTSIDE 4 6ECURED SEGUE TO BLOCK THIIOUGI4 NON-STRUCTURAL W92) 3A6' TAPCONB 3/16' TAPCON MIL 1-1/4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIL EMBEDMENT 1 1/49 WITHIN 6. OF EACH END 6' cm 4 W O.G. MAX SPACING. 1/2' DRYWALL 2X6+ ® FT SECURE TO BLOCK I'X4' WV(2) 3/N✓ TAPCON6 PT. NAILER (MIN. SWANK SIZE J46 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT i V4') WITHIN S' OF EACH END 4 rOP. MAX SPACINdu DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB MO NOT EXCEED VW) DOOR JAMB TO BLACK +2 1/4" 1/IND p 0 HLOC +2 1/4" 2X4, 00 SECURE TO BLOCK W W*' TAI1 O" (MIN. SHANK 61ZE .45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 W OG MAX SPACING. 2X6, BECURE TO BLOCK WK2) US' TAPOONS MIN SHANK SIZE J48 MIL HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN S' OF EACH END 6' cm 4 IS'Or— MAX 6PACING. V2• DRYIWU-L 2X6, D M BlCURE TO BLOCK I'X4' WK2) 3A6' fAPCON6 P.T. NAILER (MIN. SHANK BITE 3,15 DOOR CAGING MIL HEAD SIZE 300 MIN. EMBEDMENT I V4') WITHIN W OF EACH END 4 IS' OL. MAX SPACNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURER DETAILS. NOTE+ SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3" g�f�O1�T�HIACK_+� 2X4, Ill SECURE TO BLOCK W/ 3A6* TAPCON6 (MIN. SWANK SIZE Ja MIN. HEAD 612E 300 MIL EMBEDMENT 1 1/41) WITHIN S' CIF EACH END 4 16' OTC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, ® ON OUTSIDE 4 SECURED SEGUE TO BLOCK TWPI OUCH NON-STIOJGTURAL WK2) 3/16' TAPCONS 3/16' TAPCON MIN. 1-1/4' (MIN. SWANK SIZE J46 EMBEOMENT INTO BLOCK MIL HEAD SIZE 300 MIL EMBEDMENT 1 V4.) S. OM'IJ WITHIN S' OF EACH END 4 E' O.C. MAX SPACING. V2. DRYWALL 2XS, ®SECUREI'X4' SECURE TO BLOCK P.T. NAILER WK2)A6 3'TAPCONS DOOR CASING MIN. SHANK 612E .N6 M. HEAD SIZE 300 MINL EMBEDMENT 1 1/4') WITHIN 0' OF EACH END 4 W' OG MAX SPACH. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4'1 2ND 7X SECURE TO STRUCTURAL MEMBER WK2)Id WITHIN e' OF EACH END 4 6' TO W OZ. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUIOES DETAILS. DOOR JAMB TO BLACK +3" 2X4, ME SECURE TO BLOCK W/ I/4' TAI'CON6 (MIL SHANK SIZE J45 MIN. HEAD SIZE 300 MI, EMBEDMENT 11/4') WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING. 2X6, 12110 SECURE TO BLOCK WK2) V4' TAPCONS MIL SHANK SIZE J46 MIN. HEAD SIZE -300 MIN. EMBEDMENT 1 1149 WITHIN S' OF BAC 4 END 4 E' Or— MAX 6PACIK4. 2X6, m SECURE TO BLOCK WK2)1/4. TAPCON6 (MIN. SANK 612E .145 MIN. HEAD 612E 300 MR EMBEDMENT 1 1/49 WITHIN W OF EACH END 4 W O.C. MAX BPACINS 6' CMU Vt' DRYWALL I'X4' P.T. NAILER TA6' 0.8D. X 4' MIN. DOOR CAGING DOOR JAMB OR WI DOIU ATTACH TO 2X PER M~ACTURE6 DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLOCK +3 7/16" ND A TO BLOCK +3 7/18" 2X4, m SEGUE TO BLOCK W/ I1W TAPCON6 (MIN. GNAW SIZE J45 MIN. HEAD SIZE 300 MIL EMBEDMENT I V49 WITHIN 6' OF EACH END 4 10' O,C. MAX SPACING. 2X6+ m SECURE TO BLOCK WK2) 1/4' TAPCON6 (MIN. SHRANK SIZE J46 MIN. HEAD SIZE J00 MIN. EMBEDMENT 11/49 WITHIN S' OF EACH END 4 W O.G. MAX SPACING. 2XS+ cm SECURE TO BLOCK WK2) 1/4' TAFr," (MIN. SHANK 61ZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN S' OF EACH END 4 WY OTC, MAX 6PACN& NOTE, STRJCTURAL 2X MUST DE ON OUTSIDE 4 SECURED Tw ROU.HI NON-eTRUGTURAL 3/16' TAPCCN MIN. 1-1/4• EMBEDMENT INTO BLOCK Ly 6' CMU VV DRYWALL f , T. P.T. HALER I' P.T. X 4• MIN. IL�JI� r P.T. CASH. DOOR JAMS OR WINDOW ATTACH TO 2X PER M~ACTUIES DETAILS. NOTE, SHIM AS NEEDED TO FLUME JAMS (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" `nJ�011 TO BLOCK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA N: 0003326 A 19 f aysDiv. de :.oa': ABBOTT PARK LOT #27 BLK. #9 PROJECT 04181.00- 270 1 MODEL& 3EEB "2260-ELSTON" GARAGE aTrING: RIGHT PACE: DETAILS 160 MPH E C m 05/25/21 aCAUC: 1/4"=1'-0" er>< MT D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL# MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 20456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 9/31/2021 13872.24 SIMPSON STRUCr. COMP. WOOD CONNECTORS 2020 FBCR 1Z/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. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 104S6.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 104S6.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS Z020 FBCR 12/31/2021 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 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 STRUCi. 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 11495A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 20532.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32S02.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 1Z/31/Z023 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 19644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FRO 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 9/29/2022 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 iS353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 S678-RS CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 3S279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.2 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 1Z/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'4' EXTERIOR DOOR 2020 FBCR 12/31/2021 13956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDELTTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EKT. DOOR W/SIDEUTE 2020 FBCR 12/31/2021 239S6.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 1Z/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 22/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 1S272.1 ALSIDE 'YT' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 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 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeWgngroup.com L AA #: 0003325 g 1lUHDiV. de WTI: ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-270 1 MODEXA 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 IdPH E . C AA NO rpDATE: 05/25/21 mcAm 1/4"=i'-O" BHEET D4 INSTALL FASTENERS (CLIPS; Nam, STRAPS, STAPLES) AS APPROVED 15UWNG UAUAP RE4IWRED TO SECURE PIPE/ UNRE TO FRAMMS SHALL De LAPPED A MINMUM OF �' S' • vERnCAL LAPS (ROLL Oft �jIRgP - .ENDS) I WOO HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH vERTICAI. LAP TO �E 1• STUCCO At • WITH FORTIOER GMEAT14N S TAPE 00 LAYER 9. POWPMMt \ BUILDMS PAPER PREFORMED CONTROL JOINT -'— �- \ THICK8 COAT CEMENT / \ METAL LATH iSti' SELF-AD4- R MEM101UM6 / FLANSE OF CONTROL JOINTS T RE WRED TIED TO LATH . S' \ URB LAYER OJ, FORTPIBER / \ FLASHMS OVER 4•R4' SELF-ADIERNG MEMBRANE OG. MAX (VERTJ. yQjjL DO NOT pqS� JOINT TO ISURDM6 PAPER r r1N LAP. rsrAL urH \ FLASHMS OVEt APPROVED FIOUiE WpA,IF, 1441 N. RONALD REAGAN BLVD WALL EVEN P STIO EXISTS FLASH m Z EXTEND ONTO PIPE LONGWOOD, FL 32750 BEYOND EXCEPT STAPLES UV TEMP APPROVED METAL LATH IVERTJ OL. MAX p( X X X ' 4W 6W-ADWM%MS MEMBRANE PH: 407-774$078 S%ECXM C4C24TPIOL JOINT AT SUPPORTS X X X FLASHINGHOUK R APPROVED DURMS INSTALLATION UND LAYER at WWW abdeasigng�7com FASTENERS TO BE SPACED STUCCOURM' METAL LATH FLASHING TO EXiEIVD ONTO PIPE AA $: 000332E • T O.C. MAX VERTICALLY (WOOD OFEAhIMG I WAD LAYER -L i' THICK 9 COAT CEMENTMLELASTOMEIRIC W CONT. BEAD OF SEALANT I •.+ix J7(P- n ^,,, STUCCO URAP I PLASTER METAL LATH INSTALL APPROVED HOWElRAP AIR MPILTRATION BARRIER OVER sy , ,'? :.�: .. �# 'r1N x LM o I / WRB LAYER 7, FORTIRCNlR i Use LAYER 4, FORTIFIEUER BIIILDRG PAPER SHEATHING COATING OVER STUCCO) - - - - 11 dJILDMB PAPER / GV. FMISN (SEE T1T WALL SECTION) I \ TU CO�UIIM I VJ' LATHa• WOOD 6HEATi111416 ro v v ro v SECTION E14a11"rCYSSR rr�nilMYlkn THROUGH CONTROL \ a_ wr,rwlr MeeppiaBo pasror JOINTS BUT SHALL eE eraPPEO AND PT#Bi 11 61 TIED AT EACH SIDE 1X1 CILPCKMS I'Agaggiall-1.9--aa-aw-a"AW-7 PER ATIE C44 PROVIDE PLACED FLAT MAX i' TO 0' r r1w LATH LM, N• dIlR Inabllatlon of aa0arlor lathingg end haminU FROM CONTROL JOINT WEN NOTE, \ .� / / CONTROL JOINT FALLS ON 6TRJCTJRAL STUD ALL 'L w / rJ RAPER I..AP a1Rll —ply with ASTM C 108319a, orASTM 1787. L FASTENERS FOR LATH TO BE NAILS OR — T`F// SCgLEi 1 IR'.I-O' STAPLES IN O MPI-IANCE WM Aim CW65 r 2. USE TIES TO Be (NO. IS) CAW*' UPS / ` D. BLOGKM6 SHOUN MAY BE IN ADDITION/ S. TO WALL STUDS REQUIRED PER PLAN �W ill, l IIIpNI� , PINp VERTICAL LATH LASH L (GOMP RMS MEMBRANE FLAeHENa(laTVEDMESEUgA. APSE PROVED N�OUSA`E)UR�AI^R � IY s � � 1 R 1 � O g r & PAPER DETAIL RAe41NiG ro ExrEND ONTO PIPE I WOOD STUDS I' OR LESS PIPE i'Ri' SELF-ADHERMS MB'ElRANE PENETRATION i{{{ FLASINMO (COMPATIBLE W NAP HOUSE SHEATHING? { SELFADHERNG )MEMBRANE R-AS14M OVER SIDE .LAPS OF METAL HOUSE WRAP. APPROVED PLASTER BE SECURED O" BUILDING `. 1 BASHING To EXTEND OMO PIPE A O"M•" TYPE CONTROL JOINT � ALL m TIED PAPER � !\1 W BETYEEN ela'POlcro UTH 00415-K (121-MM) STUCCO K• Lv . LAT, CUT AND OVERLAP ONE SIDE OF WRE AT INTERVALS NOT D• LM -PAPER SELF -ADHERING MEMBRANE MORE THAN S' (m_MMl R-4614M OUT AND OVERLAP OME SIDE OF _ O PE AS R ASM CMi9. STEM 01 STEP 2 FLASH O LIOLD NWMID.FT.♦ O (FOLD WYRD.PT.A ®«� LCOWAN APl. 0 ® KICKOUT I FOR REPAIR OF TEARS HORIZONTAL LATH PIPE PENETRATION DETAIL (FRAME) DETAIL M ""B LAYERS, TEAR MAY BE PATCHED & PAPER DETAIL 3A W4It' WRAP TAPE N.T.S. PER MA -AP. SPEC OR FGLD PEEL I STICK IN WOOD SHEATHING OL IOI.D PWaRD . ® L PMP 9411AM • P7. A L'' OR CMU lat. A LCNAM.FT. 8 WR5 LAYER "I, L CPWAN a Pr. i a CPEyU . Pr. c STUCCO WRAP (FRAME ONLY) >w OIOAM • PT. c YY.. 4 FCI.D F.T. c OVER PT. ,4 • TILL FT. c TOIIDd ® 1110110MPLAHM ® �' THICK, 3 COAT CEMENT PLASTER (FRAME( VYCOAT LEGEND -� CEMENT PLASTER (CM)) 4R METAL LATH (FRAME ONLY) - --LAP WR5 4 TAPE OVER DRAINAGE PLANE (WRB ® OF. ROOFIHel I A/_REED "T"Tow - - -- -- --- LAYER""], STUCCO WRAP) MIL. FOLD, Ma 1,aCuff. r THICK D COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER 02 (FORT IF 1 BER ...... — — PLASTER G 40'2COAT F z GALV. METAL FLASHIN (OW (NAIL TO ROOF DECK, NOT BUILDING PAPER) WON LAYER nFORTFB[R WALL SHEATHING) u"m LAY WPM LATER �. SHINGLE (MRMs Gin it CAP SHILE - DO NOT NAIL, METAL LATH X—X—X—X i'izc uRAPnwIPsoNY, INSTALL WITH ROOF CEMENT SVBDIN. tc ITT ABBOTT PARK LOT #27 BLK. #9 PROJICCT* 04 81.000-270 1 MODE19 " 3EEB ' 2260—ELSTON GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LAP LA171a6 Q WLOMl GIMP �� � .. STucco i.a�Lti.i�#� I ROOF CEMENT ROOF PER ELEVATIONS WOOD OR -1/1ro" ZIP WALL gMUCK-Ciff FLASLI S(80 i SHEATHING I MAL) eT\ � — — SELF-ADHESIVE FLASHING NOTE METAL LATH: LATH TO BE PER SECTION Ala �y '�' ,� �°m�°�`°" R103.1.1 / ASTM C-84"1-14a, MIN. 2.5 LBS. P 05/25/21 r CNNow., PER SQ. YARD (UTILITY OR NOMINAL Ow oaroON AP r, 9CAI.E: 1/4"=1•-0•• a,.ow'NL ilAT11Y, PCX.NC,ILLY K LATH DOES NOT MEET SFECIFICATIONS) SEET RL.T�.•D�MHR "�"� "L" FLASHING ��r /� 5 N.T.S. Y Y ri INSTALL ib' SELF -ADHERING ASHM OVER _ ° TOP IAND 50TTOM FI IN sC /I FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. Co' SELF ADHESIVE WOOD CONSTRUCTION SECLIENCE OF FLASWMG TO BE, 6 BOTTOM, 2. SIDES, 3. TOP OVER TOP t SIDES VENT CAP IS TO BE SET IN BED SELF ' WOOD SHEATHING ,:.,,.k.. O= SEALANT AT TOP AND I ' ` SIDES ONLY. SEALANT 18 TO BE IA' WRB LAYER 01, TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FROM JOINTS. 1441 N. RONALD RIL327 BLVD E-Z DEAD ALL AROUND PREMANUF. DRYER LONOwOOD, FL32780 VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER 02, FORTIFIBER 407-7744SO78 i� JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF CONT. SEALANT) BUILDING PAPER FAX 407 774 www.abdosigngroup.com BACKER RODB NON -MOVABLE FRAME AND STUCCO Y' CAULKING � JOINT AA N: 0003328 AEI L ALR SOlN08 a SEALANT • I TOP 4 SIDES �' THICK, 3 COAT CEMENT WOOD SHEATHING I PER SECTION R703.7 PLASTER SWRIS �YEERR P I Exb for IaNno end lil0 BACKER ROD Exterior use of portland cement plaster /-UM LAYER shall comply with the application 6 B DRYER VENT (BLOCK) Ye' TO Ye' MID -WALL BUILDING PAPER TIFIBER requirements of ASTM C 926-18b. WEEP ED t'ETAL LAT14 X !k' Installation of exterior lathing and framing WOOD . y��SH aXT ADD k shall comply with ASTM C 1063-19a, CCwTRICTION or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD STRCCTURAL WIRE, LAYER $1, n , MEM ISER • I'Or- MAX STUCCO wl pi `x; FLASHING a crMu ;' -: HOODED VENT BUILDING PAPER H,n_ �,�, , OVER'ClUICK WOOD FRAMED _::.X,.-�- i' THICK 3 COAT CEMENT FLASH' F — — — WALL - I,' PLASTER _ FETAL LATH - HORIZONTAL WEEP SCREED WRD LAYER °2, FORTIMBER PIPE TWROMrLL+ i ( FRAME TO FRAME) ' BUILDING PAPER A' WIDE STRIP SELF WOOD SWEATHdVG I LA6WM CLEAN MAaONRY ADHESIVE FDEFOIE APPLYM6 \ .\ T'1T1 TT Tl T TT-1 l•TT / T T A X T" % TEXTURED WOOD SHEATHING MEMBRANE FLASHING - C sI I OVER BOX AND OVER 6' UFDE STRIP SELF APPROVED WIRE, ADHESIVE FLASHMG, CLEAN IN,O.SONRY BEFOREAI9i.YIIVG I S T E P *1 LAYER el STEP * 2 Z FLABHhIG I ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED STONE VENEER OVER SCRATCW COAT VERIFY LOCATION HOUSEWRAP BELOW CURB LAYER 7, STUCCO WRAP HORIZONTAL WEEP SCREED APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT CUT SUCH THAT NO MEMBRANE 6 APPLT 60 MIN GRADE 'D' FELT SELF -ADHERING MEMBRANE FLASHING WfSTONE VENEER PRIOR TO INSTALLING ELEC. ENTERS BOX, OVER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLOCK) EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC APROVED HOUSEWRAP ISOCYANOTE-POLYBLEND FOAM WRB LAYER 12, FORTINBER LEGEND ('GREAT STUFF' OR SIMILAR) BUILDING PAPER A APPLY A SILICON STEP 03 STEP *4 DRAINAGE PLANE (WRB 4 BASE SEALANT AT POINT LAYER 01 STUCCO WRAP) 1= THAT ELEC. WIRE PENETRATES rI1 D SLDIV. & I.OT JH ABBOTT PARK LOT #27 BLK. #9 PIROJECT41 04181.000-27091 MODEU 3EEB "2260—ELSTON" CARACE IBMINO: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH FA. C WRB LAYER 02 (FORTIFIBER — - — — — — COATTiN�ORVER r BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH GOAT LOVER STUCCO/CV.FINISH (SEE TYPICAL WALL METAL LATH X—X—X—X t 1 COAT OF PAINT W/BACK- SO MIN O'O'e SECTION) ROLL PRIOR TO GRADE VIDE �° METAL LATH c STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT AT ALL WOOD OR 1/16' ZIP WALL ® GOAT LARGER THAN THE ELEC. METER CAN OR METER CAN JOINTS AND INTERSECTIONS ° e • e. e SHEATHING COMBO OR METER CAN AND A. SELF-ADHESIVE FLASHING — — — — — DISCONNECT NO DATE 05/25/21 EII1/4"=1'-0° METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #�o 8I3EET R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. V PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) OELECTRICAL RECEPTACLE A2 EXT. RRAMED WOOD SHEATHING WOODWALL LLRB LAYER M, 604MLIOOR DECKING COLUMN SHEATHING STUCCO WRAP WEATHER RESISTIVE WOOD U TZ LAYER 4, FORTIFIBER PRE-ENG'D TRUSS BARRIER 01 CONSTRUCTION BUILDING PAPER \ WEATHERF TIVE WEATHER RESISTIVE 9i HAT CHANNEL ]' THICK, 3 COAT CEMENT ER •1 I : BARRIER 4 TYPE 'X' DRYWALL PLASTER WEATHERtWE _ 6' SAF. \ i' SAT. •TOP OF WEEP SCREED ER �1 TO SHEATHING BEHIND WEEP SCREED J- THICK S CEMEN'F� IES �,p PEEL 4 STICCK WOOD SHEATHING �`. 4' P1081TIVE DRAM i FULLY E PLASHING nrsP ar�EanMIET'N'L LATH IN STD 1441 N. RONALD REAGAN BLVD — -- WOOD 51NEATNMG 1 K' X 9' 26 GA. GALV. LONGWOOD, FL 32750 WRB LAYER 01, '{ _ _ `�METAL DRIP EDGE PH:407.774.8078 STUCCO WRAP ]' MENT 'r �` SET IN FULL BED OF THICK, 3 COAT CE71ngroup.com EX7g PLASTER r Yi GAP FOR BACKER www.abdes TEROR GRADE ROD 4 SEALANT SEALANT, MIN. AMI66-WRUC-TS@ CUSTOM CAB ``� 6' SELF-ADHEREING DIRT WALL SPACE FROM DRIP AA Nk: 000332B FLASHING WRAPPED FACE TO TREX WEATHER RESISTIVE i i `: •� TOP OF WEEP SCREED TO SFEiATHMG BELOW a' POSITIVE DRAM THICK 3 COAT CEMENT ..e Y LASTER wsn VINYL ralstR aEeD ZOGAP VINYL CASING 6EAD �. BARRIER M WEATHER RESISTIVE I \ WATER PROOFING BARRIER Q r� ' W QZ LAYER h, BTUGGD WRAP IN FIELD VINYL CmMG MEAD (SHOIW FOR CLARIFICATION LAYER l2 LAYER PEEL ' s STICK) rwr«.a."m EXTERIOR COLUMN COLUMN SHEATHING tl LEGEND a ' SEPARATE ACGH55oIEE5 CNLY) • .,,. ^ I WRIS LAYER 4, FORTIFIBER 6' SAP. BUILDING PAPER PEEL s STICK Ya'x3"L'FLASHING DRAINAGE PLANE (WR5 FLOOR FULLY EMBEDDED IN a,,,,..<..,,....y....... ` 6' SELR-ADHERENG ® ROOF CEMENT LAYER*I, STUCCO WRAP) WRB LAYER'I, /r _ 0 I X' X 3' 26 GA. CsALV. STUCCO WRAP ;� ` CORNER OING r CANTILEVER METAL DRIP EDGE WR5 LAYER "2 (FORTIFI5ER — — — — — AMICOAM66-WPIUC-iw 1'/z"; DRAIN � ANTILEVER DRIP IVXIVP.T.ORSIMUL.ATED SET IN BED OF CUSTOM CASING HEAD ,� O WOOD(TREX) FILLER BUILDING PAPER) EDGE CONTINUOUS SPACE PROM DRIP ________ X"GAP FOR SEALANT VINYLCASTO TINNGREAD METAL LATH x—x—x—x NO GAP INFIELD OPT. BAKER ROD. WATER PROOFING IsL (SHOWN FOR CLARIFICATION OF SEPARATE ACCE68MES ONLY) FINISH LAYER (2 LAYER 3' X 3. 2i GA GALv. METAL DRIP EDGE MODIFIED W 3/4 RESILIENT LAYER (2 LAYER FEEL STICK) WRAPPED FROM G71 STUCCO CASING BEAD PEEL STICK) BET IN FULL BED OF HAT CHANNEL BALCONY DECK TO SCANT V MIN. vtNYL cA51NG Leo CANTILEVER WOOD OR 7/IF "ZIP WALL DTL (A) CANT STICK SPACE FROM DRIP STICK s DRIP ]' THICK 3 COAT CEMENT c FACE TO TREX SCALE:IIR•.r-r�• PDECK CE ro PLASTER SHEATHING S/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED 4 PAINTED WOOD SHIEATHING SELF-ADHESIVE FLASHING — — — — — Y1 GAP FOR BACKER FINISH ` ROD 4 SEALANT 4' POSITIVE DRAM NOTE: WOO �'i P.T. OR SWMJLATED P THICK, 3 GOAT CEMENT veep Sr_�En METAL LATH: LATH TO 5E PER SECTION WOOD (TREX)FILLER M��,;,G SAD PLASTER CDNTMUOUE - Rim3.-f.l / ASTM C-84'i -14a, MIN. 2.5 LBS. WATER PROOFNG "` WEATHER RESISTIVE VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF W LAYER (7 LAYER PEEL 4 i DARRIER h VINYL CASING HEAD SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOMINAL STICKBALL WRAPPEDFROM BALCONY WEATHER RESISTIVE NONY DECK TO rtie BARRIER 4 CAIVrILEVER '�••• BALCONY DRIP A LATH DOES NOT MEET SPECIFICATIONS) 6'PEEL 4 STICK DECKMEMBRANE, 11C EDGE INSTALLATION ® COLUMN = DRIP EDGE TO DECK7ENp OVER DRIP Sue FLOOR EDGE (W/" L" FLASHING) WOOD CONSTRUCTION ®® 3' X 3' 26 GA GALV. SCALE: NTS META- DRIP EDGE WOOD SHEATHING SET M RILL BED OF WEATHER RESISTIVE I NXI'1i P.T. OR SR'111LATE SEALANT. & MN. >• BARRIER "1 WOOD (TREX) FILLER SPACE FROM DRIP WR5 LAYER 01, r 3/4 RESILIENT WEATHER RESISTIVE CONTINUOUS FACE TO TW HEAD 2x FRAMING MEMBER STUCCO WRAP HAT CHANNEL BARRIER 4 ).'CAP FOR eACICE ROD A SEALANT WATER PROOFING 4t THICK3 COAT CEMENT WOOD SHEATHING VINYL CASING,HEAD FINISH LAYER l2 LAYER LAYER (2 LAYER PEEL N PLASTER , ' THICK, 3 COAT CEMENT FEEL ( STICK) STICK) WRAPPED PROM WR5 LAYER FT, FOR'TIFIBER . ]' 3/4 RESILIENT BALCONY DECK To 2 in' BEAD BUILDING PAPER ; PLASTER HAT CHANNEL CANTILEVER FASTENED TO SHEATHING ! WRB LAYER 01, W/e• TYPE 'x' DRYWALL METAL LATH PLASTEER CHAT CEMENT •roc MAX ± STUCCO WRAP W/TEXTURED t PAINTED METAL LATH I r METAL LATH FINISH WOOD SHEATHING — 5/5' TYPE 'X' DRYWALL WOOD SHEATHING ! ]' THICK, 3 COAT CEMENT (2) 2xI2 HEADER WREXTURED N PANTED WEATHER �SISTIVE i� �LAYE�R', a' THICK, 3 COAT CEMENT� � WRB LAYER "2, FORTIF15ER PLASTER FINISH BE�nERRRREeIbTlvc PLASTER ; BUILDING PAPER ]' THICK 3 COAT CEMENT BARRIER 9 �? WOOD GI-EATHMG ` "+ I METAL LATH a• POSITIVE DRAIN PLASTER --- a POSITIVE DRAM VINYL COR.IER HEAD VSELF-ADHERING WEFe wr�cm METAL LATH WEEP SCREED VINYL CORNER DEAD FLASHING -- EEAD NO SAP M FIELD WRB LAYER -2, FORTIFIBER "I (EXPLODED J' THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD (SHIOWM FOR CLARIFICATION OF BUILDING PAPER IEW FOR PLASTER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY)'( CLARITY) SEPARATE ACCESSORIES ONLY) BALCONY DRIPDRIP CAP 11 EDGE INSTALLATION SPRN���� DRIP EDGE • I \\ INSTALLATION WINDOW FLANGE WR5 L R h, WOOD CONSTRUCITON BTUGCQ WRAP WEATHER RESISTIVE 2 I/z• BARRIER h CORNER BEAD WRI5 LAYER 12, FORTIFIBER BUDDIV a LOT'. ABBOTT PARK LOT #27 BLK. #9 PROJECT/ 04181.000-27091 MODEIA 3EEB "2260—ELSTON" GARAGE BwsxO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP, C WEATHER RESISTIVE _ (FASTENER 4 SPACING V l' O.C.) SUILDIN3 PAPER :? BARRIER -2 N METAL LATH VINYL CASING BEAD ]• THICK, 3 COAT CEMENT N i PLASTER ]' THICK, 3 COAT CEMENT S/S' TYPE 'X' DRY AALL METAL LATH PLASTER a " a W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH 6'SELF-ADHERING ' ]' THICK, 3 COAT CEMENT HEADER/BEAM CMU FLASHING PLASTER 1/2' THICK, 2 COAT CEMENT VINYL CORP. 4' DRIP CAP NO EO%23 VINYL CORNER BEAD PLASTER APPLIED f POSITIVE DRAIN NO GAPIIN RIELDDIRECTLY TO MASONRY VINYL CASING BEAD E' / / WINDOW FLANGE PRII DATIC: 0525 21 SEPARATE CLARIFICATION OF 14B CORNER BEAD ® BLOCK 15B CASING BEAD ® WINDOW Bcwl�:l/4.=r-o° SEPARATETE ACCESSORIES ONLY) SHEET @DEIP EDGE INSTALLATION (FRAME, NO BAND) dV A 3 WOOD SHEATHING -� WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER � METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 'SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP - WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 METAL LATH .,(EXPLODED d' THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAY STUCCO L V GAP TYP CASNG BEAD TO TRIM IX TRIM MEMBER 0 STUCCO TO SIDING TRANSITION SIDING STUCCO J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRS LAYER 01, STUCCO WRAP `— CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) ANGLED ` BE v— VINYL «CONSTRICTION CASING BEAD UMP SHEATHN6 WEATWEIR U\1RB LAYER 02, FORTIFIBER MAIIMR �aanvE BUILDING PAPER _UJEAffllllt TH�Isnvc METAL LATH W40 LP "J., PLA614M \ i' THICK, 3 COAT CEMENT a ': KAGW nno�a&tvlo�r, < 1 6AAMRIER WaeT1VE PLASTER - ' STARTER STRIP RESISTIVE 6'SELF-ADHERING BARRIER FLASHING ;,;* ,J I ��_ RAaio ''ERINa GA�LvAD METAL D METAL_ •rrtAaaab DRIP CAPRa WINDOW . A_ CASING BEAD ® WINDOW (15CF (FRAME, W/BAND) WOOD 514EATI METAL LATH '!is'I�R — / R \\T OR AP GAP vEP � T GASM SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5, LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER h, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER TpwcTm p ycNIP BUILDING PAPER i 11 WRB LAYER 01, WEATHER RESISTIVE AT R W61 T ' THICK, 3 COAT CEMENT I STUCCO WRAP BARIaER� �� PLASTER D R A-IFSlsrlvE WRB LAYER 02, FORTIFIBER X T XL� Sroms BUILDING PAPER Ram VINYL ANGLED FLAaWING CASING BEAD LATH VINYL CASING BEAD I STARreR enaP 1METAL 8' THICK, 3 COAT CEMENT (EXPLODED vIEW FOR PLASTER CLARITY) GAL V ��'UMATM 1 I ,Xi•SR R QMZ E-Z BEAD VINYL CA,6M6 (umv R.EXIOLE Pvc / DAco" ROD) CASING BEAD 0 RAISED V eELr-AlA4VV-YA R.Aala6 I , .1 BAND (FRAME) TH T sT �\ 1�A TNREaST,vE BANNER ol SCALE: WEATHER REasnvE OARItlIR 4 WEATHER RESISTIVE DARRIER 9 TO LAP \ i' MIN. ADOVE TOP 1 � •:• R.ASHaIa --WEATHER RESSTIVE DARRIER .1 L WEATHER REaSTIVH 0AMBR 4 rALVD METAL r FLASHa10 A MENDER WEATHER RESISTIVE DARCIER (umw FLEXIOLE PVC OACKER ROD) SIDING TO STUCCO \-wATHERRESISTIVE ® FRAME TO FRAME 19 TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • . . — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — ----------------------------------------------------------------------------------------------------------- J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH ' a WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING (WIV FLEXIBLE PVC BACKER ROD) WR8 LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING 2X FRAMING SWOOD SHEATHING MEMBER DETAIL BELOW EXPLODED FOR CLARITY ------------------------------------------------- f ------------------------------------------------ ,V4' GAP TYP a}' THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT —­­\ TO WINDOW r-- METAL LATH WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP V WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 2X FRAMING E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP EZ BEAD WINDOW CASING 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407d746078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 44 a a a I 0 1pptojzcT# UBDIV ae LOTBBOTT PARK LOT #27 BLK. #9 04181. 00-270 1 MODELS 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS %160 MPH EXP. C Sllb-ULD BE TARN IN KEERNG THE VENT PROPERLY ,. A' AND 1S' SHOVM IN P GALVANIZED ALIGNED. VENT PIPE IS SEALED IF UTIUZEO. NNL IN PLACE USING 1-1N• — AT EACH COTSER, ROOFMKN CEMENT SHOULD SE APPLIED TO ALL SHINGLE EDGES NEXT TIE O OOOSENEM VENT OPENING IN THE ROOF OUTER EDGE AND AROUND THE ENTIRE PERIMETER M RECOMMENDED IN SEVERE VAATHER COASTAL SXEATHMIO.SIMTIEOPENNGINM.CORDPNCENITI THE CONSTRUCTOII2ONE3. CHMTSNONN.INTHEEVENTAMECHANIC VEWFANIS USED, 9� THE VENT OPENING INACCORDANCE VATI VENT FAN MANUFACNIIES RNM CONNECTION MAITRUC1 m. DO NOT CUT INTO TRU85ES OR RAFTERS NHEN CUITNG THE Nlw IN THE ROOF. /OATP[� E INTERFERING sHINGIE "US AROMiD THE of PERIMETER OF TINE OPENING IE T1NT SNE kTNIw. FLANGE THE VENT LAY9 FLIT TOTE ROOF 9XEAniINO. SLIDE TN TIE TOP AND SIDE FLANGES OF THE VENT WAND UNDER SHINOLE3.ALLOWTE BOTTdA VENT FLANpE6 TO LAY OH TIE TOP OF THE SHINIXES. FE-1�—A �11 ROOF HOOD VENT DETAIL HGLE Nn't t N11 OSEAD UCK RAP NOLR) AT q' IS �• �'"� I POLO NOUSENIAP N AT JAMS A SSA. APPISDVLD NOtSSIRAP \ OVER SNSATHNS OVOI WD SnD WALL SLOPE SILL RO. To S)QLRIOR STEP I STEP 2 WTALL S•— SELF-ADLlRNS NAILNS R.VM JAMBS INSTALL S OW-AOHERN6 R.ASHM oveft VINYL WRAD R.iSHIG (WITH DO INSTALL VINYL CAP Rk"IIS FLASNNIN MN I' •�J��// "LOW SILL PLSX IBLL RABNNS DO Nor SEAL SOTTOM NN 10*8 81I��' STEP 7 MOLDED ARDUNDSASE W RPE AND CVER FLANGE • ALIEN FLA&WO IW NT. SDOE OF SILL MO. PICFYlUCALLT FASTV4 FANNED EDOLS.(CAP NAILS, STA" LLS) NSTA LL OU ONIr ILN)O~ AS TF PLASNRIb AT THE FOLD HOUOW~ 00314 A TAFS DIA60NAL CUT . ACROSS NSAD a Irroau PLUMBING VENT DETAILS IPPLY 4• F SNAL N APES AMC 1PPLU N T TO LANNa w- 11lPW KILLS OR INSTALL S• ISM ADNMY11 - SAMCED RJDdl LE R-46W S MATSNAL OVM DRIP CAP JOINT (PROTECT04S16AP 9T.20NL - SCREW STEP S IqQo WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 PL F A81411NE IN wLR JOINT r 2T NFDE VALLEY 501 OR HEAVIERVIER MT UNDERLA— ASPNALT ROOFMIO CEMENT VALLEY CENTERLINE FMTNERS "THIN S• OF CENTERUNE I� TRAFMTNERS IN END OF S.— NDENDSI—E AT LEAST 12• BEYOND VALLEYCENfERUNE �' 1'CLIPPEDOFF CORNER AT NSOEGREE ` �S.NGLES TRIMMED 2• BACK — FROM VALLEY CENTERLINE bKM L IT IO TWE CONTACTORS RESFILNSISaTY TO VEIQT ROOF VALLEY DETAIL TME `�A, W-ALA a "" ".DD"`111110 "° HOUSELLRAP, SSA" OF A L PINDDHERNb SCALE. PLA04N6 MATERIALS HELD DURING CONSTRIICTIOR 2. INSTALL ALL MATERIALS PER MAMWTIMRISIG WI ITTEN SPWVICATIONS WAIIWG,. SEALANTS MAY REACT ADVLRMLT IF NOT COMPATEILE. CLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW It" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK IR SOMI19 BHOLLN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTMSION SELCW THE WINDOW OPENMG SEAL INTERIOR PERIMETER OF WNDOW WITH ALANT APPLY OSI WU (O EOUN.)SLALANTI RJND APMED R.ASNN6(LAWO UNITE -SEAL TLC -SA OR EQUAL. SLOPE SILL TO EN Nam, L IT IS TIl WWAGTORIS RESFONSISILTY TO VERIFY TM COMPATIBILITY OP ALL PRODUCTS INCLIOM SEALANTS A S4►-APHIERNS FLMNNo MATERIALS USED PL RN6 CONSTRUCTION 2. FLASHNG AT EXTERIOR YSNDOUS AND DOOR OPENINGS WALL SE INSTALLED N ACCORDANCE W17H MAHIPAGTLRER'S INSTALLATION INSTRUCTIONS AND APPROVED METIOD U OF FDIC WWSA U IN ACCORDANCE OTN PONESTRATICN MAN/ACTI RER'S INSTALLATION AND FLASHING NETRUCTICHS. NSEL1h�L' SEAOLAIISEALANTS MAY REACT ADVIONKLY F NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTG i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdaalgngroup.coln AA NT: 000332E M SEEN psi pp Iy�-N � a f➢ FS C V � ® aUDDIV. as LOT: ABBOTT PARK LOT #27 BLK. #9 PROJECT# 4181.000-270 1 MODEL- 3EEB IF2260-ELSTONNI GARAGE 8WINO: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH fV. C 03 D `: 05/25/21 MICALE: 1/4"=1'-0" SHEET WA5 1 1 I I I 1 1 \ —2x6 SUB-BANb W/1'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP —DRIP EDGE �\ I\ —1/8' TEXTURED FINISH + I \ 1 \\ WOOD 2X6 St0 BAND_/ 1/2' TEXTURED 11 \ FINISH m CMU / \ j METAL FASCIA \ J WRAP Ye' FROM \ I f STUCCO, 1' FROM \\ ---------------,a V WOOD WALL \ `—EXTERIOR WALL \\ r� (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 10 ®ELEVATION ®i='L ,4N )4 �lt ©PLAN 5. 1/9, TEXTURED FINIBFI • WOOD, V2' TEXTURED FNISM • CMU METAL LATH I \-WOOD SWEATFING OR CMU WRIS LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER 4, FORTIFIESER DUILDNG PAPER Al� (FRAME ONLY) ROOFING CEMENT DRIP ED&E METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY —ROOF DECK (BEYOND) —>40RIP EDGE, 1' OFF WALL XNOT INTO STUCCO) — "1/8' TEXTURED FINISH / WOOD, 1/2' TEXTURED FINISH s CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL : STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -0' SCABBED TO TRUSS W/126 NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA�'x4' NOTCH m 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 l x x x x x x x x x x x x x x x x x x x x x x x x x x x x �X x X X x SUB BAND DETAIL ® WALL W/KICK-OUT \ME OR CMU 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 6 END, WRAPPED 1N PEEL 4 STICK •ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Vx4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 1 9 b o � BUDDIV, ac LOT ABBOTT PARK LOT #27 BLK. #9 PitojECT* 04181.000-270 1 ;�oaElt 3EEB "2260-ELSTON" GARAGE svnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E . C 3(r MIN. EACH WAY -- MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — - ? CELL SEE PLAN FOR SIZE AND 2 CELL SEE PLAN FOR SIZE AND • rr ¢ - 3 i SPACING REQUIREMENTS 8 SPACING REQUIREMENTS ¢_ }—� GARAGE DOOR U ¢ I n RECESS v FMB gN m Y 8"CMU WALL �i 8" CMU WALL I > f I CORNER BARS, SAME S12E AS LARGER BAR I B' g G Y +- D-(P . I. IN FOUNDATION WITH 30" LEG EACH °O°III y +- V-a' ° TOP OF SLAB . -8 WAY AT ALL CHANGES IN DIRECTIONS I ... •- SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF SLAB ° MATCH AMOUNT OF CONTINUOUS BARS .I CURB FOR SEE SLAB SCHEDULE n BAR SIZE 46 BAR DIA. EXT. PORCH SLAB 4" CHAMFER (1-STORY) W!1/71SOLATION °-,• #3 18" ;-: -VARIES SEE SLAB SCHEDULE TOP OF GARAGE EXT. FOR CH SLAB 4'CHAMFER (I -STORY) ,ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET - /' , AT ELEV: 6" CHAMFER (2-STORY) _; WI 1/2" ISOLATION 6" 0'-0" JOINT (WHERE #4 24" APPLICABLE) Y SEE SCHEDULE #5 1.. CHAMFER (2-STORY) JOINT (WHERE INTI.E4. SEE SCHEDULE APPLICABLE) .: WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR W.D, BAR SIZE #6 36" ? FOR W(D, BAR SIZE i DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST (V AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 4Z' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=l'-0" 2 SCALE:3/4"=1'-(Y' GARAGE CORNER BARS DETAIL DOOR OPENING 4 SCALE: 314"=1'-0" SCALE: 3/4"=1'-0" (1) #5 REBAR VERTICALLY W/ CONC. z U POURED CELL LAP TOP PLATE A MIN, OF 48" O 8" CMU a AND NAIL W/ 16d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. 5 #4 REBAR 024" O.C. ® CENTER OF LAP TO OCCUR OVER STUD OF WALL W/ PLAN 1SLAB 3 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING g zz s WALL Wl SYP 6 Q 2' CAPPED I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ I GALVANIZED PIPE w NEW REINF. BAR SPACING. SINGLE BTM. PLATE 10.91' WEDGE ANCHOR W/ 2' WIFLANGE BASE ® SECURED W/ 2-PART TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH 5 I EPDXY. MIN. EMBED PLATE EPDXY 5-1/2' EMBED. MIN. 0 16" OC _ 4 8, UNO J a SIMPSON SPH4 OR SPH6 MAX. . n• 4 FOLLOW ALL MANF. BTM AND TOP PLATE iv 4" CONC., REINF. W/ .. SECURE FLANGE SPECIFICATIONS FOR USE AND I ANCHORS W/ 10tl x 1 1/2"iq .8 S'x6"#10 WWM ON 21 SLAB W/4 1/4"X /4" �� PREPARATION OF COMMON NAILS FILL ALL 6-MIL POLY ETHYLENE TAPCONS) i g 4.. 4.. HOLE. HOLES, DO NOT USE 10d ta w VAPOR BARRIER ON II 1a' WELL -COMPACTED x 3" ; SEE SLAB SCHEDULE . CLEAN FILL TERMITE 2 TREATMENT SHALL BE p �pi= °' °t' +_ D_0' TOP OF SLAB °�-�� 4 S BORA-CARE F ... —� . • I(2) CONT. #4 REBAR 4" CHAMFER (1 -STORY) n f 6" CHAMFER (2-STORY) _ a REBAR ON CHAIRS Ila • e: G'. 12" MIN. DEPTH INTO z 2,OD0 PSF VIRGIN SOIL OR 95% VIRGIN OR ENGINEERED SOIL p COMPACTED SOIL SLAB HEIGHT LESS THAN 38' � � PER PLAN BOLLARDBAR 5 EQ SEEE SW SCHEDULE ED FOR D, BAR SIZE QUANTITY NWOOD SCALE: 3/4"=1'-a' ADDING BAR TO INTERIOR CURB FOUNDATION WALL 7 EXTERIOR MONO DEEP MONOLITHIC FOUNDATION scALE:34"=r-a' (W/ UPLIFT) 6 FOOTING W/ BLOCK WALL scALE:a4'"=1'-a' 1 A SCALE LAP TOP PLATE A MIN. OF 411' 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 D14 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2.4 OR 2x6 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 ST. PLATE TO PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO SLAB MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL �. NAIL 16" O/C STAGGERED. 6" O/ ADDITIONAL METAL 16" O/C STAGGERED. CONNECTORS NOT ADDITIONAL METAL J REQUIRED WHEN NO CONNECTORS NOT UPLIFT IS PRESENT. w REQUIRED WHEN NO UPLIFT IS PRESENT. 8" CMU WALL POURED LINTEL CONT. (TYP.) SEE SLAB SCHEDULE i +- o'-a' fro,, 8 CMU FILLED CELL (TYP.) 6�•�.-. TOP OF SLAB SEE SLAB SCHEDULE 0, la 2X WALL FRAMING TOP OF SLAB*,, .,Q +- 'SLAB • SCHEDULE •. 1(2" DIA. SIMPSON STB2 BOLTS 5" • TOP OF SLAB -F, a• ? a "•" MINIMUM EMBEDMENT INTO ISOLATED COLUMN PAD GROUTED CELL, 4" FROM ENDS AND • H CENTERED UNDER WALL AND 16, O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH 4 -- -'!- FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR OUArfnTY FOR WID, BAR SIZE FOR WID, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY 7i TERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION WOOD WALL `� SCALE: 3/a"=V-0" (NO UPLIFT) COMBINED EXTERIOR MONO- �� FOOTING AND COL. PAD INTERIOR FRAME BRG WALL TO �� BLOCK WALL CONNECTION (�PCAUE:3/4"=l'-U' (NO UPLIFT) iv BCALE 3/4•=1'-0'• L L SCALE: 3/4"=1'-D' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com L AA#: 0003325 F 8 s O Nk BUBDM & LOT: ABBOTT PARK LOT #27 BLK. #9 PROJECT► 04181.000-270 1 MODEL; 3EEB "2260-ELSTON" GARAGE SMMO: RIGHT PAGE: DETAILS %,1601WH EN. C PAVERS TOP OF S 00 !x SEE SCHEDULE FOR VOID, a4R SIZE AND BAR QUANTITY TRENCH FOOTING AT ALL PAVER AREAS SCALE: 1/7'=1'-Y' LAP TOP PLATE A MIN. OF 48' - AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. LAP TO OCCUR OVER STUD 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 SIMPSON SPH4 OR SPH6 BTM AND TOP PLATE ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL HOLES, DO NOT USE 10d x 3" VERIFY HEIGHT OF WALL W/ PLAN PROVIDE BLOCKING SECURE ST. PLATE TO SLAB W/ lrZKa' WEDGE ANCHOR W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 5-1f2" EMBED. MIN. a,6" OC MAX. SLAB SCHEDULE SEE SCHEDULE FOR WAD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL 5 scALE:3/4•'=,'-0" (N// UPLIFT) MIN. 10"TREADWH "NOSE #4 REBAR (TYP.) a -a•,, — _ # TOP OF SLAB I 1/2" RADIUS OR CHAMFER . a� 2EXTERIOR STAIR DETAIL SCALE: 1lZ'=1'-0" -- STEEL STEEL REINFORCING IN GROUTED i CELL SEE PLAN FOR SIZE AND 3 ,^ SPACING REQUIREMENTS V 0. O° to� 8" CMU WALL +- 7 TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4"CHAMFER (1STORY) i BAR SIZE 48 BAR OIA. E+ W/ 1/2' ISOLATION --'_ CHAMFER (2 #3 1 JOINT(WHERE #4 24" APPLICABLE) MATCH STEELr �. 6" PVC CHASE H REINFORCEMENT„ P ER SCHEDULE THRU FOOTING #7 qp SEE SCHEDULE FOR BAROARSIZE AND BAR QUANTITY PVC CHASE THRU FOOTING 6 SCALE: 3/4"=1'-0" REINFORCEMENT PER SCHEDULE VG STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS `a 8" CMU WALL �N SLAB SCHEDULE J_SEE SEE SCHEDULE FOR W D, BAR SIZE AND BAR QUANn7V 4 INTERIOR FOUNDATION CMU WALL SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN OLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX- 407-774-4078 www.abdosigngroup.com AA #: 0003325 rr� o; a R� R DVHDIV. AC IAT ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEU 3EEB "2260—ELSTON" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH W. C 0 AR DATEM 05/25/21 8CALM 1/4"=V-0" aHEET 71TAB FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" li N. RONALD REAGAN 131 LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 0: 0003325 si 21 ac78aiv. as L,or. ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODELA 3EEB "2260—ELSTON" GARAGE BVnNG: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 160 MPH A C DATE 05/25/21 8CAL.E: 1/4"-1'-0" s1.2 #5 TIE VERTICAL RE TO HORIZATIONA REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. 9 TO HORIZONTAL REBAR W/ 10" HOOK f GROUTED BOND BEAM % VARIES PER ELEV. ° d 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 e PH: 407-7746078 FAX: 407-7744078 , www.abdeslgngroup.00m I• a AA #: 0003325 ° d BARS 0 HOOK tE wk— CLEAN OUT REQUIRED d---,a-o •—..^•, d-q !, B FOR INSPECTION a � 0 a 1 ,. yg, . o 0'-0" FIN. FLR. -� TIE ERTICAL REBAR . O n e�� ■ O RTO EBAR 111Y'HL REBAR W/ 10" HOOK 1'd g A BAR SIZEI 48 BAR DIAL�c #3 18" E #4 24" CMU UNIT DIMENSIONS �u #5 3° OFFSET METHOD CONTINUOUS BAR SIZE 48BAR DIA. b ARE NOMINAL SIZES #6 36 #4#4 1, MASONRY SYMBOLS #T 42" METHOD 1 HORIZONTALNERTICAL HORIZONTALAIERTICAL #5 30" 3 SCALE 3/4"=1'-0' N REINFORCING REINFORCING _ 06 31' tu (D�� #7 ar' f SCALE: 3/4"=1'-0" 1'-0" O NEW REINF. BAR SECUREDW/2-PART a EPDXY. MIN. EMBED a 5 S', UNO Ill FOLLOW ALL MANF. '^ $ SPECIFICATIONS FOR USE AND PREPARATION OF HOLE. 4, d STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=T-i 81l to LOT. ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-270 1 MODE74 3EEB "2260—ELSTON" GARAGE 8AING: RIGHT PAGE: DETAILS 160 WH EXP. C 03 No D � 05/25/21 mill 1/4"=1'-0" Ill S1.2A 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) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 P8S36, .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 BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCSRRIIPTION REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE MaNZW INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION (c SIZE WIXHI REINFORCEMENT STIRRUPS REMARKS BTM. TOP I MID SIZE SPACING BB1 MASONRY 3000 8.16 (1)#5 (i)#5 N/A GROUTED SOLID B62 MASONRY 3000 8x8 (1)#8 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8RF14-1T/OM/OE BTM. C 6-8" FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.corn AA #: 0003325 M 4 C O y X 14 IPR BBOTT PARKLOT#27 BLK. #9 OJECTED 04181.000-270 1 MODELA 3EEB "2260-ELSTON" GARAGE awtNM RIGHT PACE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 160 APH W. C DAM 05/25/21 l3CAL.E: 1/4"=1'-O" SHEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR 81k6' m ,#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �t 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARINGPLACE #5 CORNER BAR W/ LAP FOR EACH M COURSE OF BOND BEAM VERTICAL REBAR N IC" HOOK STEEL HEIGHT. REINFORCING (1.2) 4.THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. TYR Bki6" b 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BONO BEAM IS TO BE CONTINUOUS THROUGH THE 1 ' / TOP OF THE LINTEL. / �g MO 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8X16 DBL. BOND TOP OF BEAM W/(1)#S BAR BOND BEAM EACH COURSE • 8X8 BOND BEAM 30'TVPICAL • W/(1)#5 BAR 1 FO F=FILLED N GROUT 'O''U =UNFILLED GROUT SOLID FROMT P NOMINAL LINTEL TO TOP OF BONDOF OPENING #5 BAR IN BOND BEAM8XS WIDTH ((��# OF #5'S, IN 2ND BOND BEAM,FILLED LINTEL. BEAM COURSE SEE NOTE 5 PRE -CAST CONCRETE IC V NOMINAL�LINTEL W/(1)ASBAR(L2)MASONRY LENGTH OF BAR = WIDTH OCORNER HEIGHT # OF #5'S, TOP QPE"'NG-2'BEAM DESIGNATION ITISTHISENGINEER'S INTEM BOND BEAM COURSE ORREINFORCING OF BOND BEAM 3/4'"=1'-d' THAT XFO-,T/1M/OB INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM BX8 PRE -CAST CONCRETESCALE:34"=1'-tl' ANDXFXX-iTAMNB IND CATES A SINGLE BONG BEAM PLACED IN LINTEL LINTEL, NO STEEL (Ll) REIT IS THIS ENGINEER'S INTENTSCALE: TO PLAN FOR LOCATIONS AND XUXX-1TnM/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1TIOM/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) SINGLE BOND BEAM AT HIGHER ELEVATION 2X4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE .300 MIN EMBEDMENT 1 SINGLE BOND BEAM 1/41) 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-114' _ EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3116 TAPCON PRE -CAST ,a� OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .3DO SILL MIN EMBEDMENT 1 1/4") 8" - SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 218 (MIN 2 X 3)2-3116 OR 0 PIN IN OPEN FACE SHELL SO 51 MIN HEADVE SHANKK S ZE.1CON AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #,5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA END EMBEDMENT TOP BOND BEAM WI STANDARD ACI HOOK TYPICAL MASONRY WINDOW C/MUWALSHEATHING CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=1'-tl' SILL CONSTRUCTION SCALE: , 1YY'= 4 1'-0" ARCHWAY FRAMING DETAIL rJ J scALE:34"=1'-a' PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL I > I SINGLE #5 CORNER n O 3OX30 TURNED Up ORT TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER I I / W/ SINGLE OR DOUBLE REINF. BAR(S), SEE PLAN. ENSURE THAT PIER GROUTS BENEATH PROVIDE #5 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE LINTEL. Aol CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4"=1'-tl' SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 oilrlpaa a0 4 ounDiv. ea I.OT ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEU 3EEB "2260—ELSTON" GARAGE SWING: RIGHT PAGE: DETAILS 160 MPH 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 SAFEE`LOAD SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 MOS 6.1T 1T 1TM 1T/W MIT108 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH 8/8-1T 11IT 82a-1T 8124AT MGM 61324T e/e-is 7&1TM 1m rn1 lrne -trn BVB-2T 8/18-2T 8120-2i en4-2r 8/28-2T 8132-2T 3'6" PRECAST 1436 952 3114 4217 5321 6425 7531 3' 6" PRECAST 689 1024 3'8" PRECAST 1569 3524 4394 am 0132 7a01 2465 ells 8385 noa 9031 t0000 1M 3524 4394 5283 8132 7001 4'-0" PRECAST 1065 Tao 2305 3125 3945 4705 "�7 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3060 MIS 4670 am 8079 1961 6113 7192 am 7627 8751 1363 3080 3815 4670 5m 6079 4'-8" PRECAST 819 1..533 1. 17ro 2400 30M3 1 3066 4300 4'-6" PRECAST 398 591 4'.8" PRECAST 1207 2582 3375 4043 4711 1 5379 1625 7 6743 7547 8752 6541 7505 1207 2707 3375 4043 4711 5379 5 4" PRECAST 931 1247 1999 25W 3123 3686 4249 4' PRECAST 411 411 5' 4" E +sT 1016 law 2374 2944 3513 4084 1319 4460 7196 7342 6780 am5' 1016 2278 2638 3399 3961 4084 5'-10" PRECAST 817 1024 1631 2090 2540 3009 34ro 5'-10" PRECAST 340 339 5'-10" PRECAST 909 1499 1971 2443 2915 3387 1181 3693 6877 am 8548 �g 920 2080 2693 3107 36M 4133 B 8 PRECAST 692 1139 3227 3031 3707 4383 5081� 8$" PRECAST 410 721 8'$" PRECAST am 12D1 1678 1955 2332 2709 1139 3227 4 7054 10000 6825 935 1888 2329 2790 3251 3712 7' 6" PRECAST 570 9n 2498 2205 2698 3191 305 7' 8" PRECAST 303 534 T 8" PRECAST 716 900 1181 1462 1743 2025 9w 2498 3408 4864 7067 6472 727 1024 2025 2420 2827 3228 9 4" PRECAST 428 633 1593 22D4 2481 2818 2621 9' d" PRECAST 192 384 9 �' PRECAST 454 596 757 948 1120 1310 839 1874 2296 3061 4099 4899 572 1318 1893 1989 2184 2519 10' 6" PRECAST 388 487 1247 1767 1904 2153 2028 10 6" PRECAST 151 301 10' 8" PRECAST 350 408 812 766 an 1042 550 1407 1897 2781 3222 3784 604 1180 1472 1763 1710 1989 1 V-4" PRECAST 330 644 1312 1742 2262 2868 3630 1111-r PRECAST 132 417 11'-4" PRECAST 430 406 630 853 777 an a" 1312 1742 2262 28M 3552 488 1042 1372 1643 1470 1710 12'-0" PRECAST 308 607 1210 1598 2048 25M 3191 12"-0" PRECAST 111 370 12'-0" PRECAST 383 300 476 567 ON 783 507 1210 1598 2048 2588 3171 440 940 1300 1500 1314 1476 13'-4" PRECAST 270 433 1045 1366 1732 2167 2535 IVA' PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 645 414 1045 1355 1732 2316 2605 396 780 1057 1312 1071 1203 14'-0" PRECAST 254 398 1 978 1272 1 1808 1988 2Z79 14'-0" PRECAST 71 293 W-0" PRECAST 279 278 360 443 526 ON 390 978 1272 16a8 100 2389 378 717 961 1192 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-W PRESTRESSED 239 422 am an 740 865 458 1079 1429 1824 2277 2712 246 am 980 1237 1474 1716 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 1V-4* PRESTRESSED 224 387 464 574 6" 793 412 1014 1340 1703 2118 2519 230 816 908 1134 1353 1672 17"-4" PRESTRESSED N.R. NR NR NR NR NR NR 1T-4" PRESTRESSED N.R. 183 1T�" PRESTRESSED 187 325 365 451 687 Goo 300 am 1121 1413 1739 2047 192 505 720 501 1135 1312 19'-4" PRESTRESSED N.R. NR NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 1W-4" PRESTRESSED 162 286 348 430 513 595 235 736 959 1200 1467 1716 166 429 623 8a3 950 1096 21'4" PRESTRESSED N.R. NR NR NR NR NR NR 21 W PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 361 464 527 160 598 833 1038 1168 1488 142 373 537 890 ale 943 22-W PRESTRESSED N.R. NR NR NR NR NR NR 2,-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 426 497 165 560 784 992 1203 1381 137 368 513 859 779 900 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 380 418 129 450 664 82A 1014 1147 124 319 455 1 581 1 687 1 713 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS 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 11 N. RONALD REAGAN 81 LONGWOOD, FL 32750 P14: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA#: 0003325 as 5 SVHDIV. & W . ABBOTT PARK LOT #27 BLK. #9 PROJMCT141 04181.000-270 1 MODEL 3EEB "2260—ELSTON" GARAGE SMING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EYP. C PRINT DATE: 05/25/21 SCALE: 1/4"=V-0" SHEET LS2.2A 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 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 9B 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE •1 CONCRETE LINTELS. 3 M1 II n 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND .1 CLEAR SPAN OPENINGS. — — - 8- LINTELS LINTELS SHALL HAVE 4" NOMINAL BEARING (4"), 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE II �r11 � SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE R AI II n u n" -n it it it it it it u B u n u u u II FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS h I I II II II II II II II II II II II II II II II II LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND II APPROVAL, II u It n It II u n It It 11 to I1 u n n u n u n 10. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES .;I{II- II II II II II II II II II II II II II II II II II II II SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED IIJ FASTENER, ZF 72 P8S36, .17T" x 2 7/8" LONG, WITH WASHER C 16" O.C. 11 II Ii II II II II I1 II II II II II II II II II II II II 11 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END II II II II II II II II II I II II II II II II II II II II II UNLESS OTHERWISE SHOWN DIFFERENT, u u n u n II u n n _IIIII 1 n ❑ n u II u n n u u u II 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. II II II II II II II II/`I II II II II II II II II II II II 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. 4 II 1I 1I FJ2II II I 11 II 11 II 'IFJ31I II II II 11 II II 11 II 11 �11 11 3.1 u n u n n u n n u u 1 u u 1 n u u B n u a I! II II II II of 11 to It 11 II II II II III II II II II II II II TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE II II II II II u u u n n j�q u u a II II a II n n II II II II II I� II II II II (I II II I u 4 - 11 3.1 FABRICATED W/ A 2x6 STM. CHORD (MIN.) ANY TRAY/COFFERED ACCESSNGS, AND ATTIC 2. OTHE II 11 II 11 II II II II II 11 II � II 11 II II 11 II II II II III IARCHISARCHITECTURAL PLANS TRAYNATE WITH S AIND COFFERS ARE NOT II II II II II II II II II II I II II II SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. i) II II II II II II II TRUSS COMPANY I ENEER IS RESPONSIBLEit TRUSS O u 11 11 11 H it It It 11 II ( u 4. AVO D PLAC NGA RUES PERPENDICULARTTO A S STEEL II II II II II II II II II /) II II II II II II II II II II M3. AINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. iT 2X4 WOOD BEARING II II II 11 II SECURE 2X12 HDR It II 1I 11 II II WALL W! SYP NO.. STUDS @ 16" OZ.. TO 2X8 HDR MTS-20 II II 11 II II II W/(14) 0.148'k 2 12" DBL. STUDS TOP OF WOOD II SIMPSON LGUM46-SOS W/ (4) a I1 II I1 WD I NAILS 11 It 11 n ii II II WALL EL. 8'-8". 3/8" X 4" TITEN HD ANCHORS TO CMU 8 (4) 1/4" X 2 1/2" SDS SCREWS TO BEAM 5 4 HJ7 - -RJis- DBL STUDS — IN 1 1 4 11 JB HJ7 SECURE 2X12 HDR PROVIDE DRAFTSTOPPING TOLBWW/MTS-20===ALONGTHISTRUSSASTO = W/(14) 0.148'k 2 1/2" LIMIT AREA TO 1000 S.F. i .1 1 STUDS NAILS PER FBCR 502.12 r--------1 FIRE ) =—_ p - ------------- _ - 3/4"SUB ---���- MPSON -=21314"TIITEN2A C/H40RSTO FLOOR 2X4 NAILER 1A CMU 8 (2) 10d X 1 1/2" GALV. x 9B 108 3 FOR DRAFT PRE-ENG. STOP '1 cJSA to x NAILS TO TRUSS FIR. TRUSS a EJo CJ1A ELEV. VIEW________ a I 9B 10B 3 PRE FABRICATED IJOIST PRE-ENG. FLR. JOISTS '1 1 1 .1 Q 24" O.C. MAX SIMPSON HETA 16 W/ (2) _----=_________ 1/2" WOOD PANELS � _------- 3/4"PLYWOOD --"'r--'II --_—_---- ----- =TJ4 DRAFT STOP 'lull ----------------- --- PRE-ENG. FLR. JOISTS II I 4 3.1 2X4 NAILER fOR DRAFT STOP xJ�J 3/DRAFTPLYSTOP DRAFT STOP FLOOR FRAMING PLAN PLAN VIEW SCALE: 1/4"-V-0" IJOIST DRAFT STOP DETAILS COLUMN SCHEDULE MARK SIZE $ BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (312'k31/7') HTT4 W/ S/8" DIA. x 5" EXP. SYP. PT, WOOD POST BOLT 1441 N. RONALD REAQAN Bl LONQVVOOD, FL 327G0 PH: 407-7748078 FAX: 407-7744078 www.addeaigngroup.com L AA 8: 0003328 114 o R m SVBDIV. Aa LOT: ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-270 1 BtODEL• 3EEB "2260-ELSTON" awRwaE awlxa: RIGHT PAGE: FLOOR FRAMING PLAN 160 MPH XP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" OIC, SUBMIT SHOP "ROOFNVALUFLOOR DRAWINGS FOR REVIEW SHEATHING A41) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" # 1100 UPLIFT SIMPSON (9) 10d x 1 }" NAIL9 TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 Who 10d TO B{2) SIMPSON HETA16 TRUSS ANCHOR WITH 'ROOFNVALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 Z' x 4", TRUSS AND (4)1/4" x 2 1/4" (12) 16d x 1 }'NAILS TO TRUSS SHEATHING (9) tOd x 1 }' NAILS TO 5', 6" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10tl NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE # 1900 UPLIFT (2) SIMPSON C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: APT SYP #2 7' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) tOd x 3 }" NAILS TO GIRDER AND 8", 8' x 4'-0" MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE (ACES OF 1441 N. RONALD REAGAN BLVD (2) SIMPSON HETA16 RUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR BLOCK WALL W/10 10d TO LONGWOOD, FL 32750 WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 21/4" PH: 407-774-6078 ADDITIONAL PLY MAX. TO A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM FAX: 407-774-4078 lx2, 2x WOOD FASCIA SEE ARCHITECTURAL ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. WITH (4) }" x 5" TITEN HD TO CMU AND (12) SDS }" x 2}' TO GIRDER CONT POURED LINTEL www.abdoeigngroup.com AA #' 0003328 2x ECURED W/ (3)16tl B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH GALV. COMMON NAILS, ENGINEERED WOOD lx2 SECURED W/ 10d TRUSSES 0 24" O/C, lx2, 2x WOOD FASCIA (2) k' x 5" TITEN HD TO CMU AND (18) SDS }'x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17.0 FOR REVIEW 2x SECURED Wl (3) 16d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x 3" 1X2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12, O/C SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8 2" APART B ALLOWABLE UPLIFT = U.2365 LBS, LA430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c GIRDER CONNECTOR(S) A = 2a 2b 2c TYPICAL ROOF 3 SCALE:3/4"=T-Y' GIRDER CONNECTOR(S) e•a' MAX pn#1x4) OR 1 014T MAX MM4) 314" T 8 G SUSFLOOR GLUED AND SCREWED AS PER SCHEDULE 1.4 DIAGONAL BTM.CHORD M 4 rrg Y BRACING, SEE r ���� N� tN�l, PLAN FOR LOCATION PER ELEVATIONMAY NOT BE RFn111RFn R VATIO PRE-ENG (JOIST TA12 20 GAUGE 1-112 HDG COMMON NAILS.THICKNESS EACH END TOTAL OF 10 \WW ABiES 4500 BOOB 80 90 3/4" WOOD PANELS (2) 1l2" WOOD PANELS (2) 12" WOOD PANELS 2x LUMBER BTM. CHORD OF WOOD ROOF TRUSSES (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA TRUSSES WHERE TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 4•-0" O C. (AT SHEATHING AT �` \ f/1 v W �. GYPSUM BOARD OR I/2"HIGH ---_-- _ —_--------_- - 0-0"TO 30'-(W(1)"X"BRACE ----, -� STRENGTH LG. BOARD 30'-1" TO 6U-0 (3)­A" BRACE SECURE 2x PT. PLATE Q SECURE (JOIST TO TOP PLATE LVUWOIST WITH (1) "X" BRACE 0 CENTER TO BLK W/ 10 DIA. _ w/ (2)12d TOENAILS SACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/T FROM CENTER TO END. WASHER SET IN HIGH MAX.,lx4BTM. CHORD BRACING O/C END WALE 0R OTHER STRENGTH EPDXY 8' DOUBLE TOP PLATE AXOR 214 BTM. CHORD BRARA CING END TYPE CONDITION, IF 2x WOOD FASCIA, MIN. EMBED. AT 37' OC N« 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL COMMON NAILS AT EACH CHORD MAX. 2x4 OR 2x6 WOOD BEARING INTERSECTION TYR PRE-ENG GABLE TRUSS SECURE GABLE TO WALL W/ SYP No 2 STUDS SEEP.T. PLATE W/ 12d's' 9 STIFFBACK (AS PER O.C. MAX PLANS FOR SPACING. SINGLE BTM. CHORD BRACING TRUSS ENG) CONT. 2x4 SECURED W/ BTM. PLATE TO BE PT. 6 THCRM PROVIDE DBL TOP PLATE HTT4 W/ 5/6" A.B. WITH V SCALE: 3 4"=1'-0" (2) 10d's 0 EACH TRUSS PROVIDE BLOCKING MIN. 7" EMBEDMENT TO BE INSTALLED 4500 3/4" WOOD PANELS [I TO SLAB 8 (18) 16d x 10'-0' O.C. MAX. 6000 (2)1/7' WOOD PANELS 1/7GYP. WL. BD. 2-112' NAILS TO POST., s0 (2)117WOODPANELS POST TO SIT DIRECTLY PERPENDICULAR TO I -JOIST 90 2x LUMBER SEE SHEET S1.IA FOR ON SLAB —\ I�• (z) 2X12 NAIL SIZE AND PATTERN \ _ . "."„ 1— SVP. P.T. 1 '� R 24-MAX. W/ 21-.W "'^^ SEE SCHEDULE FOR FRONT LlolsT LIOIS7 �_< BOND BEAM RED. 4< SEE FRAMING PLAN TYP TYP FRONT 4< . END E i a , o e LEDGER y" � • e ! 4'e " •! �e 4. a BOARD .. 4 L� f:> � g (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR r�I-JOIST CONNECTION @ L.B.W. LVL/WOOD POST CONNECTIONS BE USED PERPENDICULAR W/7'WASER85112' LEDGER (��P_RE-ENG'D LOCK WALL W/ GABLE END ,,AI, CWITH IJOIST MIN. EMBED. (TYP) sCALE:-'=T-a' (NO UPLIFT) 5SCALE: 3/4=1-0TRUSS SCALE: 3/4"=l'-0• PARALLEL TO I -JOIST (z) zxe 24" MAX. W/ 24" MAX. W/ 8" MAX. END SYP. P.T. SH G WOIST (JOIST SPACING FRONT SEE FRAMING PLAN �,P 4 LEDGER . . END OF w b LEDGER NOTCH DEPTH 1/4•0 d ° ° BOARD d .,. HOLE EDGE>5/8" RB SYP P.T. Wl3" IN. EMBED ,?::y �= THE USE OF ALTERNATE MATERIALS MAY BE LEDGER BOARD TO W/ 3" MIN. EMBED REAR fPlFt HDIV. do LOOTBOTT PARK LOT #27 BLK. #9 OJECT* 04181.000-27091 MODEL• 3EEB "2260-ELSTON" CARAGE 811MG: RIGHT PAGE: DETAILS (I -JOIST) HOLE DIAMETER USED SO LONG AS THEY CONFORM TO THE 160 MPH E C <2/5'D SGL STUD BE USED PARALLEL TYPICAL LEDGER OUTER 1130E TOI-JOIST FOLLOWING SPAN ONLY 1, ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 8' ALL AROUND BOLT. EDGE >5/8" 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF N-a'. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS frHOLEA - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4° WEDGE-BOLT/J-BOLT, 5"MIN. 3. ALL BOLTS TO HAVE WASHERS.A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EMBED (14)1Od GALV. COMMON NAILS TO HEADER FL#17241 4. EXP. BOLTS/J-BOLTSRITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (Fl AND F2) LOAD CAPACITIES EMBEDP(141 Odd GALV COMMON NAILS TO HEADERL/FL#17241 DGE-BOLT/J-BOLT, 5" MIN, 5. ONLY LEDGER INDIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. A THE ONE ROOF TRUSSES ARE SUBJECT TORENTLY. IT LATERAL LOADS DUETOO WIND AND REQNOTED FLOOR UIRE C-SIMPS24)%d ALL. 6 MMONO AILS TO HEADS AND(2)10&1DGESOLT/JSOL TO EMBED (24)16d GALV. COMMON NAILS TO HEADER AND (2)10dx1-12" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS UPLIIFT,Fl,EQUIVALENT DF V E SUBJECSTONOT A SIMPSON H10A OR LG 2AROOF TRUSSES ARTWIST FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE NN. ElD DISTANCE CBRRAL SPACING BTM. HOLE DIAMETER D - SIMPSON HHUS7.25/10 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE-BOLT/J-80LT, 5" SUBJECT TO Fl AND F2 FORCES. PLATE <3/5`D DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST FL#25749 A. A DOUBLE SYP 2x8 1/4" 1 8" 24" O/C MAX. B DOUBLE SYP 202 (2) 3/4" 1 8" 24" O/C MAX. E • SIMPSON MIU4.75l16 G < 3g55 LBS, U <210 LBS W! (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. STUD NOTCHING AND BORING LIMITS A7 SCALE: 1112'=1'-0' FL#17241 WOOD LEDGER ATTACHMENT DETAIL 9 SCALE: 3/4"=l'-0" A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6•' TAPCONS W/ MINIMUM 3' EMBEDMENT. 8. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 10' EXP. BOLT/J-BOLTRITEN BOLTS W/ 5-1/2" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS ��WOOD LEDGER DETAIL (I -JOIST) I1J SCALE: 3l4"=1'-0' ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0" a��; 05/25/21 ISCAL.E:1/4"=V-0" °1 Q 1 S C�� V e IA SIMPSON H6 W/ (8) Stl COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON H6 W/ (8)8d COMM EACH END IJOIST J LVL—/ PLATE STRAPS W/ 10d x 1 1/7' HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 8" CMU WALL REINF. PER PLAN PER ELEVATION PER ELEVATION rL 2x4 P.T. CEILING NAILER W/ MASONRY NAILS IM 12, O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7LONG ® 3" O.C.; STAGGERED AS SHOWN #8 WOOD SCREWS DBL, 2X8 SYP #2 LEDGER. x 7' LONG @ 3" O.G.; SEE FLOOR JOIST LEDGER Ir STAGGERED OFF SCHEDULE, 101S3.1A CENTERLINE 3/4" AS SHOWN }" X 6' TAPCONS W CMU WALL REINF, PER PLAN /'Y PER ELEVATION IJOIST (SEE" I - JOIST (SEE FRAMING PLAN) H �? z FRAMING PLAN) PE ELEVATION 2C MAX. (2) 2X4 P.T. W/ DBL 2X12 SYP #2 LEDGER. SEE MASONRY NAILS a 12" O.C. , BOLT SCHEDULE, 10/S3.tA. y SECTION DETAIL AT I -JOIST PARALLEL 3 TO EXTERIOR WALL SCALE: 3/4"=1'-0' 1 X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR 4 TO BEARING ON EXTERIOR WALL PRE-ENG GABLE TRUSS 2X4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'4" O.C. (AT O PRE-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PER LEVATION BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY PRE-ENG ROOF TRUSS SECURE 2x6 PT. PLATE TO BILK W/ TRUSS PLAN TRM TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 1/2" DIA. ANCHOR BOLT W/ 7' A-SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH ^'!j. U <990 LBS W/ (14)10d SECURE TRUSS TO TOP PLATE w/(2) WOOD POST TO STRENGTH EPDXY 6' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 37' OC MAX. B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LEIS WI (14)10tl BELOW FOR PLATE W/ 12d's 8" O.C. MAX GALV. NAILS EA. STRAP 2X4 OR 216 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 CONPLANS FOR SPACING. SINGLE LINTEL COURSE POURED BTM. PLATE TO BE PT. LINTEPROVIDE DBL. TOP PLATE • O: PROVIDE BLOCKING SIMPSON SPH4 OR SPH12" GYPWL BD 6 BTM • O . . AND TOP PLATE ANCHORS W/ 10tl x 1 1/7 COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONT, 2x4 SECURED Wl (2) 10d's Q EACH FILL ALL HOLES, DO NOT USE 112"x9" WEDGE ANCHOR W/ 7' 10dx 3' WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TRUSS TO BE INSTALLED 0 104" O.C. MAX. EPDXY 5.1(2" EMBED. MIN. @ 16' 00a 10b 1 OCi SCALE: 3/4"=1'-0" OC MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL TRUSS8 SCALE: 34"=1'-0 A-SIM TON MT CONNECTION °' A - SIMPSON MTS-12 U <990 LBS W/ (14)10d GALV. NAILS. • # < B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLYSIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/410!'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 1/7' BOB TO POST 9a gb TRUSS CONNECTION L.B.W. Pm TO 8LO CONNECTION SCALE: 3/4"=1'-0" A&B-SIMPSON ABU44Z POST BASE <U:1,9W G:5,660 W/ 5/8 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ 5/8 DIA. x 6' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/7' NAILS TO POST. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003326 9 1bk 6 L $ rN StmDIV. Z Lo . ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-270 1 MODELA 3EEB "2260—ELSTON" GARAGE 811/nvO: RIGHT PAGE: DETAILS (I —JOIST) 160 H E . C NO937W- J D TE 05/25/21 SCALE: 1/4"=1'-0" diIEET S3.1B DBL TOP PLATE CONT. 4Z LAPTOP PLATE A MIN. OF 46' AND NAIL Wl 16d COMMON 2x HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. 0 AND QUANTITY PROVIDE 1x 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/2' PLYWOOD INSTALLATION. PROVIDE 1/7' FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d b 2-ROWS, 6" O.C. COMMON NAILS, 2-ROWS, 6' O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND lk ® FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO DIA. x 6' MIN. EXPANSION WINDOW JACK STUD 2x NAILED INTO SOLT W/ BOOVERSIZED INSIDE AND OUTSIDE PLY OF WASHERSS PLACED 16' O.C. 4" P MIN. CONC. EMBEDMENT SECTION A FILLER BELOW W/ 16d -A COMMON NAILS, 6' O.C. ® SILL�AH �R FRAMING SHORT 2x STUDS BENEATH WINDOW SILLS 2c6 BLOCKING FOR SHUTTER 2x MID -HEIGHT BLOCKING b AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR END y Z SIZE AND OUANITY PROVIDE Ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6" SIMPSON H10A W/ 10d x 1 12" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPH8 TOP & BOTTOM 4'-0" MIN. TOP PLATE SPLICE STUD PLATE TIES Wl 10dX 1 AND NAIL W! 16d COMMON 1/7' GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE 3" LONG NAILS (3) 2x12 HEADER PROVIDE DBL. TOP PLATE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — —Inmecr O.0 2KI94 bft INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d COMMON NAILS, 2-ROWS, 6' O.C. SINGLE BTM. PT PLATE LAP TOP PLATES AT CORNER, B BTM. MEMBER OF TOP —A IL�H JI PLATE SPLICE MUST LSTA18 Wl 10dx3" GALV, COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2( MID -HEIGHT BLOCKING 4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS *TYP. ONLY FL#17244 JACK STUDS W1(2)16d NAILS EACH END SEE SCHED OR # STUDS UNDER b HEADER SEE SCHED FOR # FULL EIGHT 2z STUDS 4" /O Z 4" 3X3 OVERSIZED WASHERS PLACED 4" 37' MAX. TYP. TYP. 37' O/C 6" MIN CONC.EMBED. TYP. rr coerwr_ 16" MAX. I 16' MAX. (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER 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 13)2x6 (2)2x8 (3)2x8 (2)2x10 (3)2x10 (2)202 (3)2xl2 VWWACWot'0.0 STIA8PACW@2CO.0 0 - 2 ft w ^J a C7 a Z2xS y O ¢ 2 2x4 2 2x4 2 2x4 (3) (3) 2x4 SPAN KINGS SPAN KINGS 2x6 () ( )2x (2) 2x6 (2) 2xS (2)2x6 (2)2x6 (3) 2x6 3.411 0- 2 R 3-4R 1 2 0- 2 ft 3-4ft 1 2 214 2x4 (2) 2x4 (2) 2x4 2 2x4 (3) 2x4 (3 2X4 2x6 2x6 (2)2x6 (2)2x6 (2)2x6 (2)2x6 (2) 5 - 6ft '2x4 1 2c4 2 2x4 2 2x4 2 2x4 2 2X4 2 2x4 5 - 6ft 3 5 - 6ft 2 2x6 (2) (2)2x6 O2x6 7-8ft 3 7-8R 3 2x4 2X4 2X4 2x4 2 2X4 2 2x4 2 2x4 2 2X4 7-SR 9-loft 5 9-10R 3 216 2x6() 9-tOft 214 2x4 2x4 2.4 2x 2 4 2x 2 4 2 2x4 2 2x4 10 - 12 R 5 10 2x6 2x6 2X6 2x8 2m 2x6 2x6 10 - 12 ft 20 2x4 2X4 2.4 214 2 2x4 2 2x4 2 2x4 2x6 TYPICAL EXTERIOR WOOD FRAME r WALL CONSTRUCTION DETAIL SCALE: 3/4"=1'-0" 16' MAX. PROVIDE (3) STUDS Q ""—NAIL STUDS NAIL STUDS — \--PROVIDE (3) STUDS 0 CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAPTOP PLATE MEMBERS 12d 0 17 O.C. 12d @ 12, O.G. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3) STUDS 0; PLYWOOD SHEATHBJG, "ROOF/WALL/FLOOR SHEATHING CORNERS LAP TOP SEE "ROOF/WALUFLOOR FASTENER SCHEDULE" PLATE MEMBERS SHEATHING FASTENER 16'MAX, PLYWOOD SHEATHING, SEE SCHEDULE" "ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D ClTUDS EXTERIOR MASONRY / WOOD PR ROVIDE CONNECTIONS CORNER3 LAP PLATEMEMBERS PLACE 30# ROOF FELT BEHIND SCALE: 1 12"=1'-0" VERT, STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER W/ MASONRY/ CONCRETE (TYP.) 12d @ 17' O.C. 1/7' DIA. SIMPSON TITEN BOLTS 6' MINIMUM 1/7' DIA SIMPSON SO TITEN LTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOF/WALL/FLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE" 16' O/C'VERTICALLY MAX 16" O/C, VERTICALLY MAX CQ J NAIL STUDS TOGETHER W/ l2d G 17'O.C. SHEATHING ON �)(I I INTERIOR OR �/ v �J V)n I A B EXTERIOR OF WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL PLACE 30# ROOF FELT 12) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT, STUDS SO AS (2) 2x TO BLOCK ON 2x6 & 2X8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774,6078 FAX: 407-7744078 www,abdealgngroup.eom AA #: 0003325 g � b ga tlt BUDDIV. & LOT, ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-27091 MODEU 3EEB "2260-ELSTON" GARAGE EMIMG: RIGHT PAGE: DETAILS 160 MPH W. C 03 A NO 937wl PM/25/21 DATE: SCALE: 1/4"=1'—O" 8*== S4.IA FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 Wl (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON 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 P8S36, .177" ° x 2 716'LONG, WITH WASHER 0 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 SIZE & DESCRIPTION REMARK 7O (2)2x6 (2) 2X12 BEAM SCHEDULE RRRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH IT O.S = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (P-0 WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)#5 (1)M5 N/A GROUTED SOLID BB2 MASONRY 3000 ex8 EE (1)NS N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES s 8F8-1TI0M/0B s] UNO PROVIDE BB2 _ - WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. 1T-4" UNO GT z a, 4 �,x 8F8-1TIOM/OB SECOND FLOOR LIFT BEAM PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.00111 L AA S: 0003325 a O I;m SVHDIV. & LOT: ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEIA 3EEB "2260-ELSTON" CARACE SWINC: RIGHT PACE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH W. C L A+NO WWI J F-PRDATE: 05/25/21 SCALE: 1/4"=1'-0" SHEET S5 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) 1Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE, 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO 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 PBS36, .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. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. _ 4 � ROOF FRAMING PLAN SCALE: 1/4" = V-0" � M _ E �j i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 vi vi � s N o �q d 0 lei $UHDIV. & LOT: ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEIA 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: ROOF FRAMING PLAN 16 MPH AP. tj 3 - <YI' DAB 05/25/21 SCALE: 1/4"=1'—O" SHEET s6 • • * ROOF VIAND DESIGN PRESSURES* NET (GROSS) ASCE 7-16 ZONE 1 = 6120 PSF (7120) ZONES = 70.70 PSF (80.70) ZONE 2e = 70,70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 82.90 PSF (92.90) "A"- 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT: 1- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/3Z' STRUCTURAL SHEATHING EXP 1 4020 FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 19l32" STRUCTURAL SHEATHING EXP 1 (402O).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 101 RING SHANK GUN NAILS Q 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE Meu Pr:nl NocucuTo SIZE HEAD LENGTH DIA TENSILE STR. SHANK ASTM 10d RINGSHANK, 21fY' 0131 F168 SCREW HANK 170,000 RING RINGS 1ER RSRS-03 Bd RING S A H NK 2 3!S' 0.113 F1667 SCREW SHANK I PER INCH) RSRS-Ot 8d RINGSHANK, PNEUMATIC 2 3/9' 0.113 F1667 RSRS-01 SCR REW-NAILS cnnc Q.—Tu n 1— EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS G 4" O,C. ON EDGE AND &' O.C. IN FIELD ZONE 2e, 2n, 2r: 1 Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r: 1Od NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD i S NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 M RING SHANK GL¢J NAILS 0 4-C. TOP & BOTTOM EOOES J z z On z W . S � cl z O Ft io - ■=�Mb_qwMOO ■►�'II ii --_—i '1 NNOM GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2X4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 19'0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING _ #8 2' DECK SCREWS 0 6"-W O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 1 YP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33IC3314 MAXIMUM AGGREGATE SIZE SMALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO FIRTH ORWEATHER NON43EARING 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 3W. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-18 AISI SPECIFICATION FOR THE DESIGN OF BARRIER MEMBRANE UNDER ALL SLABSON-GROUND WHERE INDICATED ON PROVIDE 6#IIL CONTINUOUS POLYETHYLENE VAPOR B VAPOR CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF 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 DRAWINGSSEAMS TAPPED S INCHES ANDSE . LED ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -MARK 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 %' OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY, ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED W000 SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH- AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WELDED WIRE MESH, SHALL BE ASTM A1064JA1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES' THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED 3'-0" OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NA710NAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, 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. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A61 SA615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A448IA448M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pe1 AND VERTICAL BARS SHALL LAP 6 z BAR UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL•PLATE-CONNECTED 20 psf TOP CHORD non -concurrent REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 p on-conof BTM CHORD -ncumnt #5 BAR - 30' #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOVER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 ptTOP CHORD 20 paf TOP CHORD ALT (7 pf s.1 ASPHALT SHINGLES) (10 psfw/ No GVPCRETE) (7 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWANGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 psf WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WAND: DEAD LOAD SPEED= PH S- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 0) E EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT BLE ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOWANG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED By A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER, SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-18 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR WILL DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM . S RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS, OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACNG 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 G-076, 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 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM CQ70. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 318" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE S:.PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED T d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94C94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNIJTES. 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. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPUANCE MATH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SRALL RE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDX)R WEATHER 14,7' FOR MI AND SMALLER Y FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1/C FOR BEAM AND COLUMN PPMURY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL C L S E BE ASTM A38/A36M, Fy = 361s1 FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 48 ksl. STRUCTURAL PIPE SHALL - y S BE ASTM AS&A53M, GRADE B, TYPE E OR S, Fy - 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS MATH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW ANO DOOR BUCK FASTENERS FASTENER APPIICATKXI 9¢ TYPE SPAgNG REMARKS APRKATION SIZE nPE SPADING REMPRI(e tYt PT FIdtPoNOTO MASONRY/HNC. CASE HARpENEDCOK 11?LONG. 8"OIC GARAGE DOOR Bt1CTt MASONRT21'xD. M"LTA NO WASTER TAPCON MAECNRY FASTS 8OF /!'EMBED, .V ENDDIST., II?EDGE DST. 900AL. EXT. DOORS CASE HPRDENEDGOIL 9°O'C wNDOW1000R/FABTEVED GARAGE COOR SICK &e D 0. OR IB"dC (0I0'DNI 4•EMBE0., 4"ENDOIsi., Ix PT, SEE NOTES I1?LONG. STAGGERED INTO-- TO MABONRY,DONC. IXPANSICN BOLT 31"CAC (1?'DIN TEDGE DSi. .I —auto CASE HARDENED WR a'x WINOOW/OOOItF TENED METN.STRAPTO CONTACT THIS ENGINEER FOR SPACING Ix PT, SEE wTee LI ux'LONG. siAG I. INTO MasoNRTDone. MAsoNRv/cDNc REQUIREMENTS ExT.SWING DOOR �I 31181]IA "iAPNI! IB°dC 1?EMBED. e'END. NqN eEAleNGWWD 1?' EXPANSION 4'EMBED.PE- SUCK2IPT.—NOTES NMBHER F0.4TNEA pei.,tt?FDGEOST. OANC. etAe W/WASHER BOLT }4 PC B"EDGEDST. L Pf WNT BIKX O.t38°PPFx21A' 9°C/O 4°—.ST.,I t? P o s� L ca., s� wnsHEa sTACGERED EDGE war. TEe NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE RAND FRAMED 4, PAF SHALL BE HILTf 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 SE AS AMIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR W TH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED 1W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngfoup.com AA #: 0003325 r 1<F O 4 SLTSDIV. S. LOT ABBOTT PARK LOT #27 BLK. #9 PROJECT# 04181.000-270 1 MODEL: 3EEB "2260—ELSTON" GARAGE av►iNG: RIGHT PAGE: DETAILS N16Q MPH 03 DAB 05/25/21 SCALE: 1/4"=1'-0" YP FXT RHPATH[Mr. ATTAC.HMF SN1 41 FASCIA WOOD BOARD BY OTHERS © TRIM NAIL - INSTALLED THROUGH (2)STAPLESINSTALLED- FASCIA @ 16" O.C. MAX THRU SOFFIT AND J-CHANNEL AT NAIL 7O STAPLES INSTALLED HEM AND IN VALLEYS THRU SOFFIT AT NAIL I HEM AND IN VALLEYS /SOFFIT MAX. DETAIL A FASCIA Q STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" D.C. MAX. (INTO CONCRETEIMASONRY) i' m nl=TAII n J-CHANNEL FASCIA f STAPLES INSTALLED @—� 12" O.C. MAX (INTO (2)WOOD) IN J-CHANNEL SLOT WOOD BATTEN @ -STAPLES INSTALLED Q 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. 1--SOFFIT 1D 11._"��J_CHANNELQD3 O STAPLESINSTALLE THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O SOFFIT 30 J-CHANNEL j" MAX. DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN'L' SPAN'U- + SEE DETAIL'NSEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END r EAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) SEE DETAIL'D'--' SEE DETAIL'E" — EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSSMOI / BY OTHER 2-1/4" EMB. WOOD BATTEN Q v DETAIL B J-UHANNEL 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 10 O SOFFIT INSTALLATION SCREW, Q J-CHANNEL BATTEN ATTCHMENT Q }„ FASTENER SPACED 24" Og MAX o.c. BY OTHER 2-1/4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL _ O SLOT OR T-NAIL @ 12" 5 O.C. MAX. (INTO CONCRETE(MASONRY) STAPLES INSTALLED @ �12" DETAIL C O.C. MAX (INTO 7D WOOD) IN J-CHANNEL J-CHANNEL CONCRETE/CMU OR O SLOT OR T-NAIL @ 12" WOOD (NOTE 1) O.C. MAX. (INTO CONCRETE/MASONRY) �CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. tW. = >tiit�7 ••••—�13.519 EAVE WIDTH £} 4 3.625 375 3.625 .375 (ROOF OVERHANG) 5 \ 08 0 12 CONCRETE; D�&foA I CMU OR WOOD �a ��V (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngrou p.com AA #: 0003326 B Q 'a StMDIV. & LAT ABBOTT PARK LOT #27 BLK. #9 PROJECT* 04181.000-270 1 MODEIr 3EEB "2260—ELSTON" GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 160 MPH . C di PRINTE: 05 21 awT SCA=.1/ -0" aFMET sD1