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HomeMy WebLinkAbout38247 Sonnet Landing Avei 99 2260-3EEB-ELSTON199 4 il.�.*= ��',%S't� , ��%�i£ � f a � • war,, ���~ HOMES � 4�2�� 12602 TELECOM DRIVE,' TAMPA, FL 33637 Tel- (813) 740-9720 Fax: (813) 740-9715 -STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -FIRM BURMG C=M. RI�SNTIA4 ABV. AEOVE LAY. LAVATORY DATB DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 7TI1 I DMO (2M) -ALL LOCAL AND STAT& CODIM -OCCUPANCY - RESIDENTIAL, GROUP R3 -coNsrRucTloN TYPE - vB -YIN. INTERIOR 1''INISH - CLASS B -BASIC WD SPEED - VuR=160 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C �°T. BD CL CAB. CLG. CLR CONC. CPT. Cl. D. DBL. D.G. DIA. DIM DISP. DP. DR. n.s. DTL. D.W. AIR CONDITIONING AL ALTERNATE AG GE CENTERLINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER LUM. WR MIT. MFD Mn.S N.T.9. O.c. PL P.A. PA PLr. PLYWD PR. P.T. R RAD, I- A. REF. RM. R.O. SC. LUMINOUS AC,CABINET MEAL THRESHOLD MODNTID METAL NOT 70 SCALE ON CENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAS: PRESSURE TREATED RISER RADIUS RETURN AIRGRALL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXTDR 01A0/l1 2-STORY CM CONVER610N ARCHITECTURAL SHEET DESCRIPTION oVl7/IS BID SET ISSUED PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTION/DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATION H FRONT &REAR PG A4H—ELEVATION 'H' LEFT &RIGHT PG El —FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN PG PI —PLUMBING PLAN PG Ml—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS amnS 20I1 MC UPDATE D1/®IIIS STONE ELEVATIONS ADDED 02ADIIS C"TRar-TION DOCUrENTS ISSUED 04A6A8 FOOTING REVISION PER M, MES HOIST DETAILS 4 FRAMING PLANS PER M. DORIES 0TMI6 CONSTRUCTION DOCUMENTS RE -ISSUED 08lM BOLLARD DETAIL REVISED 0VU6/19 DETAIL- 'ADDING OAR TO BOND BEAM' ADDED TO SL2A STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ.FT. CALL• S TRUSS ID'S ADDED TO FRAMING SHEET PLAN MAINTENANCE IST RR LIVING PJOT Sa FT. REVISED LINTEL SIZE a ENTRY rM./M UPDATED LEDGER DOLT SIZE 4 SPACMG ROLAND A. ABOUCHACRA No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: 407 774-4078 ( ) 2ND FLR LIVING 1,353 Sa FT. TOTAL LIVING 2$60 80. FT. GARAGE 453 SaFT. ENTRY 64 50.FT. TOTAL 2,111 Sa FT. 940 PATIO W SQ. FT. EA ELEV. EQ. EM EXT. F.Q.FX. F.Q. FIN. FLR FLUOR. FR. R GA. GAR DISP a.F.I. GL. EACH ELEVATION EQUALSHT. EXHAUST EXTERIOR FX®GLASS FDELGAS FINISH FLOOR FLUORESCENT FONTIINHDOOR GAUGE GARBAGE DISPOSAL INTERRUPTER nr GLASS S.D. S.H. SHTHG. SHWR. sIM. SL. SL.GL. STD. SWS � THK. T.O.0 I0S. TYP. SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SMLAR SLIDING SLIDING GLASS STANDARD SHEAR WALL TEMPEREDGLASs THICK TOP OF CURB LATE TOOPPOFSLAB TYPICAL PG D3—DETAILS PG D4—PRODUCT APPROVALS PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG -WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS ADDED LED LIGHTS •KITCHEN 4 BATHROOMS PER MARL BWEBAR LEDGER DOLT9PACMGREVISED ADDED WV LAYOUT mV=0 REPLACE USP CONNECTORS UTH OPPSON CONNECTORS m3/09/t0 REVISED DETAIL ON SHEET D2 OPT. 8'•® CLG HGr. 05AV11M REVISED STAIRCASE AND STAIR SECTION DETAIL �,R® PANTRY POOR REVISED TO 2-6 OPT. E'-0 CLG. HGT. 01ADV2I 2020 IBC UPDATE STRUCTURAL SHEET # DESCRIPTION GYP HD H.B. H.C. JIM HOT. OR HT INSUL. NT GYPSUM BOARD HOSE BIB HOLwwCORE HFADER HEIGHT INSULATION INTERIOR i7.FI.°. V.P. W. Wi WD. VW/H UNLESS°'E° OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW O3/12RI ADDED SOFFIT DETAILS PG S1—FOUNDATION PLAN PG S1.lA—DETAILS PG SLAB —DETAILS PG S1.2—FIRST FLOOR DOWEL PLAN DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LTABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. W.I. WATER HEATER WROUGHT ION PG S1.2A-DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES 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 PG S21A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN PG S3.1A—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S3.113—DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S4—SECOND FLOOR DECK PLAN ]INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG S41A—DETAILS PG S4.2—SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S5.1A—SAFE LOAD TABLES PG S6—ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SNl—DETAILS CONSTRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SD1—SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdeslgngroup.com AA #: 0003325 G svlan:v ae roT: ABBOTT PARK LOT #17 BLK. #9 PROJECT 04181.006-17091 MODEU 3EEB "2260-ELSTON" CARACE sWINC: RIGHT PACE: COVER SHEET 60 MPH EXP. 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. SITE WORN 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. PR BY FLOODING OR JETTING IS STRICTLY COMPACTION PROHIBITED. 0 0 OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1"MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '%, -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 14WNCH GYPSUM BOARD OR EQUIVALENT. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO, CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF 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: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNt. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUYESN3 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,112" 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-C1063 -19a AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CMUNGS 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 / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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 BLVD LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 kmk 'STJBDIV" Ae IAT:- ABBOTT PARK LOT #17 BLK. #9 PROJECT* 04181.000-17091 MODEU 3EEB "2260- ELSTON' GARAGE STUNG: RIGHT PAGE: GENERAL NOTES 60 MPH E n : 0 20 A NO rp Dw 5/24/21 eCALM: 1/4"=1'-O" SHEET GN FIRST FLOOR PLAN SCALE, 1/4' • 1'-0' SQ.FT. CAM'S IST FLR LIVING w SQ FT. 2ND FLR LIVING 1"3 SQ. FT. TOTAL LIVING 2,260 S61 FT. GARAGE 453 SQ.FT. ENTRY 64 SQ. FT. TOTAL. 2,111 SQ. FT, SKID PATIO SO SQ. FT. IAIDBAiC eQ'Oa1EQF08BC�01D O�87e orem emm 1ME WININeC01M FEWaM AWTWE FOOTAGE MR WINDOW 10 5 31/-50 CRITERIA EXTERIOR SWING IS 5 36/-41 DR MIN. CRITERIA S.GZ). MAN. 41 5 34/-43 CRITERIA 16010 O)a.D. 112 5 3V-35 12'42' SOFFIT 1 5 313/-49.9 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ON171OL DATE 000 NOTE: -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/S' (35 NAM) THICK OR 20-MINUTE FIRE -RATED DOORS. -THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN Iy'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN V(B.Smm) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 INCH GYPSUM BOARDS. FBCR 2020 (1TH ED.) 302.1 1441 N. RONALD REAGAN M. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA Y: 0003325 o S 4 X '"'N stmz)lV. Z LOT: ABBOTT PARK LOT ##17 BLK. ##9 1ps0imcT# 04 81.000-17091 MODEIc 3EEB "2260—ELSTON" GARAGE 81nNG: RIGHT PAGE; FIRST FLOOR PLAN 60 H E la suar-s- 05/24/21 DATE: SCALE: 1/4"=1'- O" SINCE= Al V 42' Wr44 HALF WALL W/ CAP (2) 2x0 HEADER (2) LAYERS OF 3/4' PLYWOOD SEE FRAMING PLAN OR (2) LAYERS OF 3/4' SUB 1812x4 DLOCKMG, FLOOR MATERIAL MPG FOR SOLID NAILING SEE FRAMING PLAN SECURE TREADS TO STRINGER !/4' T40 SUB FLOOR WK3PS 3' 6CREWS • BA GLUED 4 SCREUED STRINGER UNTHREADED SWAMC PER FASTENER f I LXT@ND BEYOND THICKNESS SCHEDULE — of euB-FLOOR SIEATMMG — — _ V -4 3/4' 2ND F , blMPaAN / Mt8IM SEE PLAN S'-0• ERG. HG1 / PRE-ENG'D FLOORING SYSTEM / C / IEEE FLOOR FRM7MG SHEET) / I I' MAX. / (2) 2.8 HEADER GCE FRATING PLAN! N081NG Q ID• / NOTM STAIRS RISERS TO CONFORNT TO FBCR W .1 / TTM EDITION /2020) = �� H I* '� MN. MAD.W MAX RISER•T 3/4' WALL CAPr / / STAIR DATA, 3/I6' MAX VARIATION IN BADS ADJACENT TO EACH U1 laR • ,'62 • PAN. READ 31S• MAX VARIATION IN ANY HANDRAIL CIRCULAR / 14 TREADS • CROSS SECTION DIA TO BE 1 1/4' .-VP U / Im'• 1' NOSING OR PROVIDE EO111VALENT J 3/4' KICK GRASPABILITY WINDlRS- MIN. &' WIDE • Q PLATE 2 x 4 RE-IMOIICMG NARROW END MIN. U' WIDTH . 12' MWM R' / • EA 2 X 12 STRINGER NARROW END 34' MP/ HANDRAIL HOT. RL 00 SECURE WMI4 S'-V Oc. / S 'ENCLOSED ACCESSIBLE SPACE UNDER Ir ? m 3 / .2x@ St'P STRINGER WOO' SPP STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS UiCREINFOIRCED BEAD OF / SUS FLOOR PROTECTED CN THE M CL06ED SIDE �4000OOR b�ILA E . WITH IR' GYP&" BOARDS, FBCR 3MA TON' EA HORIZONTAL RUN 0'-0' FIN, FLR PLATE 0 2X4 ATTACHED UW IOd MASONRY NAILS • 2X4 P.T. BLEEPER INTO GLAD WITHIN d OF EACH END. 32' OC. MAX BAR DETAIL(GCALE� B STAIR mSECTION THE CLEAR SPACE BETWEEN 1 1/2° THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL • 36' AS PER FBCR R3111.82 AU 2X4 FM-INFORG� NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I#'t 2. OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.G. 2020 CHANDRAIL SECTION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 Its m 8 M o 4 ygS9� 1 SVHDIV. & MT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODEM 3EEB "2260— ELSTON" GARAGE SM/ING: RIGHT PAGE: STAIR SECTION/ DETAILS 60 XPH 0 A. YiillVT Ob 24 21 DATE: / / SCALE: 1/4"=1'-0" SI3MET A1A 14'-2' 2'-4' 13'-2' 2V-0' 36'xb®• `25-SH BfNLR PAN E6RE$6 ol!i!i!i!i!i!i!i!lo�� !p -jail FMI . r r•' p p � r r- r-' r-' r� • MIN r r r ; L � r� r� oc, r, r, 25-SH 25-SH EGRESS ECARESS 5'-4' 12'-S' 9'•0' b'-10' 5'-Im' SECOND FLOOR PLAN SCALE: 1/4 . I'-V �U 1441 N. RONALD REAGAN 8l LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngnwp.com AA 8: 0003326 sunDIV. & LOT: ABBOTT PARK LOT #17 BLK. #9 PROJECT* 04181.000-17091 MODEIs 3EEB "2260-ELSTON" GARAGE SWMG: RIGHT PAGE: SECOND FLOOR PLAN 60 MPH EXP. 23'-11' BLD HGT SHINGLE ROOF 6' RAISED BAND (TYP.) B 11'-4' 2ND FLR.. FYPON BKTIIXIl OR EQUIVALENT SHINGLE ROOF 4- RAISED BAND ITYPJ i FRONT ELEVATION SCALE: 1/4 - V-0' TEXTURED FINISH 'TUSCAN* S 12 OFF RIDGE IT'-4' TYP. I I ,-m. 4' RAISED BAND 4B S' RAISED BAND 6. RAISED BAND 9'-4 3/4' 2ND FIN. FLR S'-0' IST FLR BRG. HGT. OF'T. COACH LIGHT II II'' 2ND FLR B•4HGT. AREAOFATTIC = 1425 SO, FT. NET FREE VENTILATION AREA REQUIRED = 2/300 REQLAREDVENTILATION AREA 1425 /300 = 4.75 VENTILATION AREA SQ. INCHES PER FT.(144) = 684 SQ, IN. MIN. REQUIRED VENTILATION = .5X 684 IN UPPER PORTION OF ATTIC - 342 SO, IN. OFF RIDGE VENTILATION AREA US 50, IN. FERVENT 3R /115 TOTAL# OF VENTS REQUIRED 2.97391 TOTAL #OF VENTS PROVIDED 3 "AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG IEXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) IR' THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASON -TYPE Y� 4k4' GALV. 'L'•TYPE H.AS14 NG SET N FIDlROLA66 6HMCN.EB WANDERLAYMENT AS PER FBCR 7X6 BYP PT LEDGER lW P Pr LED WSJ1 ROOF 6HEATHN!_ICICNE" 12>-*& ROD 32' AS PER SHEET 6N6 6ERED PER OL. 4 WITHIN i' OF EACFI FASTENER SCHEDULE END MAX SET IN &IMPSON SMPSON L6U•2i NIGH STRENGTH EXPDXY FN. J i' MN EMBED. 2.6 GYP RAFTERS OR WOOF SLOPE PER --- ELEVATION MIL T46' 068 ONEA 14 2X6 SYP PT LEDGER W/ V2':UY THREADED ROD GUSSET TO BE 6EC324ED TO 32, O.C. 4 URTHN 6' LT 2Xi MEMBERS W/ 8d NAILS EACH END MAX SET N 3' O.C. a PERMEtER F-4' 601-60N NIGH STRENGTH 6I'I•BON LW-26 W/ (4) IOd'r 21-0. EXPDXY 6' MN EMBED. TO LEDGER AND 12) 10d'r A C 4AMNEL FOR SOPrIT OVERHANG DETAIL ENGSEERED U100D TRJ66E6 . 24. OL. I I SUBMIT SHOP DRAWINGS SEALED BY W-4 3/4' 2ND1 `' 9'-4 3/4' 2ND PROFESSIONAL 04MER FOR REVIEW r FIN. FLR4-- --- ----- ------------- - FIN. FLR. AND 00MMENT6 S'-0' IST FLR d S'-0' IST FLR RYWOOD 6HEATHING SEE BRG. HGT. --- - --- --------------- BIRG.W.T.GX�TNJCTURAL FGT. W/ DRI• arnAM AND ANGC M Ti:�'n7a� ED" P M m MARRa EDGE PER Mf�R uWCIAPtTEE SIR S � eRNR'ti (O N REGUIRIS ENTS WRAP FASCIA WITH BFETAL MAWNWr BD SSA# BON DC Wi S7Re711RA1 I I 14 2R6 WOOD FASCIA SEE `6 6TRJCTUP AL FOR FASTENERS VENTS 60141T PER ATTIC CALC'S 14, THICK 2 COAT G0"EAIT PLASTER 0'-0' FIN. FLR , AID -0FIN. FLR APRIED DIRECTLY TO MASONRY - - - - - - - - - - - T - - - - - -v RAISED TOM PER ELEVATIONS 2ND FLR WNDOU PER RAN REAR ELEVATION RAKE SOFFIT DETAIL R Bow IR I'•0' SCALE: 1/4 • J'-0' TEXTURED FINISH L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 Ri: 407-774-6078 FAX 407-774-4078 www.abd"gngroup.com ` AA #: 0003325 y rr� ly a�T s o o 4�y �7j��S•S � ,ppaa��EE _ OO N W 0 evHDsv. ae Lo ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181. 00-17091 MODEL.. 3EEB "2260—ELSTON" GARAGE BI FWQ: RIGHT PAGE: FRONT & REAR ELEVATION nHn 6 PH Il'-4' 2ND FLR, BERG HCsT----'- 46 I I V-4 3/4' 2ND FIN. FLR 8'-0' IST FLR 0'-0' FIN. FLR, LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH OFF RIDGE T \ 5 TYR Il'-4' 2ND FLR Bldg. H T. - - - 2NR D FL Bt�a. FKaT. FRAME DOUIN FOR FYPON BKTIIXII OR EOUfVALENT _ 9'-4 3/4' 2ND FIN. FLR IBT FLR BRG�.I-KaT. off-& FIN. FLR Il'-4' 2ND FLR BRCo. HGT, IVAV 46 I I 9'-4 3/4' 2ND `" I I 13"F 3/4' 2ND FI------ ------------- --------------------------- -per----- N. 8'-0' 15T FLR FIN. FLR ,�8'-0' IST FLR BRG. NGT. ------------------------------------------------ ----- B�RCa. HGT I 2.0 II II II 0'-0' FIN. FLR RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA $: 0003325 J s s o m � O Q ABBOTT PARK LOT #17 BLK. #9 PROJECT 04181.00 —17091 1[ODEL' 3EEB "2260—ELSTON" OARAGE BMWO: RIGHT PAGE: LEFT & RIGHT ELEVATION 11 H" 60 MPH ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —Fi �VJ DSV OUTLET 20 AMP MOLE POLE rev OUTLET IIOV OUTLET OP coaTCHaET UR ED uto O2 GPI UBVV OUTLET XQJU- INTERN O U6tlRD PNL 1NTERt•Tat eTAMPER TYPE) REtUSTINi TTFE) 22VV CUTLET (4)Ua14E COMMOTION �pt� OUEpa EXT. EUTERPROOP GROUND FAULT -rt_-d- GPI OUTLET RI7ERUI•rER �j GUE'rcH GENTCH S-UMY OPER 64 SWITCH 4-WAY OPER L_il MOUNTED MOED �J LIGHT CEILING, LOW © LED CLG LIGHT ©� Lop VAPOR PROOF LIGHT @ vp VAPOR PICA Law ® VENT. PAN I CrM PER ea Pr. �T'FAIT a6ttwNr I—PERGG- Y RUti{tE cwcro TED BY PL UORRGGENT 2-M{LD YItAP ® (RECIIOG�H{TT lGGCD) AUtOUD 2-Mute YAtY {{,, (GIJIT'a MNfJ AROUND 2' KAK)MINCENT 4' RUOPWGCWT p� C 4' TRACK LIGHT Q PANEL O SD. woo OETEOTOt esn. a4Oe-1r E¢.tlG�R rs1 UTALL MOUNTED mTT. AML-V . LJ ,'NICE OtTEOtq! W[y CAR,GNMCNOMM DEIEC— COW . MALL DE A DBTANC'E OF NOT LENT THEN 4' PROM WALL PEPDANr. LOW 6� NATURAL GAG CUTLET . TELEPHONE JACK WATER ItlA It DUCON ECT A1R OCNDjrNG M AW ON DBCONEC THIS &ENT F�N TeLeYBICN JAM CEILINQ Mao[ INIQUIPIND TO BE NAM-ORTED N O J-BON ACCOICAMOB U# MWc MARClD A6 GUCTI FOR COILING BOX TO UI SUPPORTED N COLNO FANLIOHT ACCORDANCE UV SON MARKED AS MUCH POR t.� 24• 44CAFDEECRIi LIGHT HRIP Onnnnn WINGANDINKENT LIGHT *IMP nnnnnnnn 4W NCANDlNICOT LIGHT G11IP 1'LOOD LIGIn KP OPT. SEOWTY KETTAO • PA H SH411UTTCN FOR CHI ID use row • LOCATION OF TV JACKS 4 P 40 M OUTLETS C FANG TO BE VEINED • HOMECUIER PIE-OONGTR)CTION FElrNG. • ALL B a 20 A-W BRANCH C RWITG TO Bc AMC PALT PROTECTED PER ELECTRICAL I"Im"IONS OP OUR 'NTH EDITIdI []e2e) 4 /iG 21OJ2 2el'7 EDITOR • 20 ANT DEDICATED LAUNDRY CRCWT. • caq • IGLAND (NOT ON KITCHEN CIRCUIT) • D1814VA HBt DIGCON SCT TO BE LOCKOUT N PANEL • BATHROOM EMNAIAT PAN TO HAVE MN. CAPACITY O• lie CFM MEN41111sw PER ELECTRICAL PROVISIONS OF SECTION MI91013 PDOt TTH EDITION [2e2e2 • LAL DRY ROOM REI;EPTA4-R.E SHALL BE BIRDLIME) PALT CIRCUIT-IrtERRTtER PROTECTION POR PCItGOMiL am FEEDN" • WIRM METHOD GNALL BE MON METALLIC CABLE PER ELECTRICAL PROV161" OF PDCA TTH HD [2e2e1 • ALL WOW TO COMPLY WITH ELECITICAL PItONSU2NG OF THE Pao! tTW ED [2e2e2 •AL TGf dr LIONTNG NfJtT BE REaGT B*IGIWT TYPE PER FAMIr. ENERGY EFFICIENCY) 20M. Tfh EDITION 164041 0 GREAT ROOM 1�1 �) PRE -WIRED' CLG FAN PATIO I I � I ----------— — — — — — — — — .6 SJCO GFI L — — — — — G L 1 1•-1 TCHI IN e lol- CABINET , 1 TLET HOOD WIRE OROw FOR L L GF FUTURE M. WAVE F — I CHIME kL L _ POYER / [ e� �'4 - II M CHIME I ' I , 1 -t --- I ' ENTRY II II 1 1 -1 III_ IRRIGATION OUTLET E i DOOR 48' AFF. PREWAS GFI 1\ -------------------- OPT. COACH LIGHT � �48• AFF. \RAGE D?OOR 1 `1 1 1 1 I GAGE *--._-4 GFI GARAGE FIRST FLOOR ELECTRICAL PLAN SCALE, 1/4' • 1'-0* METER FIELD VERIFY LOC. PANTi A PANEL @Ot dealer VCLDM 120/24DV-lPh i15DArrp MLQ FE 3XR3#20Q/hWJ&1-#5!L(G)in2'C CR3-#WALTFVIN&1-#80j(G7in7C was Pole Or DmWpdcn Wets OM Gull I aft OUSW m or Pala ww an 2 W ACNtl1 0eda10WA#806 nM 1 3 2 4 MID NC CU-1 4D 1 48 #e 2 m Rq aW 8 40D VMWlkd. 25 2 #G 010 2 3D Dw 9 10 15M wa#,e OFl 20 1 #O 11 12 150D U dVP..#.d®ATU 15 1 #M 02 1 21 s& atlw CNN Imo 13 14 121D cm-ta G3 20 1 #12 912 1 A GF1 5m 15 16 to a 20 1 eR $12 1 M Bndte/C#Cm MlatdsCW.NU 9m 17 18 W 9ftdHd/M— 20 1 #R #4 1 20 &AAP — im0 19 m ism 9re 21 1 #2 P14 1 15 G2esl U#ft&R 0.da PFO 9W 21 23 12p Ld RCq.WAW N 1 #12 M4 1 m _ Tde R.O dwAFO 1210 23 N 900 _ 8Nn #7 & Rec g wNU 1S 1 #14 #14 1 15 Gel Ron PF0 90D E 28 SM B*.tI21J9WdRqtdA1U 15 1 #14 014 1 15 Bft&U ed%cawdwffU 9m 9 29 WD WW.Ojk 15 1 014 014 1 15 Bd. N UGta ed Rc@edw P)U 900 21 30 9m &Rogwdw A-0 15 1 #H 1114 1 15 GmdU"&R 0,d.AF0 9m 32 9m lined U)Ow&Roe{ladaNU M 1 #14 #14 1 15 Gnee s8 AR] 9m m 34 'low 35 36 38 3B /0 aga M 4 ep. LWsUladt.'h'- ffieabta#ue/Ilea 31W0 2&0D Load lodP,Ededeakalmee/fne OEraldFaddyOMmidow ANNOMTION3: APO: AFCFALLTCFCUTWT84WTM NC NmootJ1CQJR0.O a1: GIMWFALtTNIHAPIB2 Td# 9eda tod wdaledhde Am0 FLe 10mDaeh d IM I= eded4016 7Bm0 Toe AClwd L04DC CULMIDNISSAMONO)CNONCONCOENr L010 Tdd C—d dLW NYIs 3J9m iltl Alepa(ve&a/210 Wa) 12&8 I OIGRa1L E dRatt rJtLotd Tde ACeoaa Fat 2260 .Qwd Us&ft3W/ 0. INlYIs '9Iat0 i R70PA IM5 GTad 8M5 --- QL+t T�UIIS GnMUS&Rm P"A 1 101 8021 8715 LED LIGHTING @ PEDESTAL SINK PWDR 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIALS AND NSTALLATIONS SHALL COI-I'LY YNTN ELECTRICAL PROVISIONS OF THE POOH COITION [2O2e1 LOCAL CODES. AND ALL LOCAL POIER CC'TANY FISMIREMENTS, B. ALL CONCUCTORS SHALL OQ TYPE TWH NnMLN UiE88 NIOTED OTIEIIMSE. Be M10 CU, THUM . R, CU IN 2' CONDUIT OR 3 4AN . RI O U IN 2- CONDUIT OR 2/0 AL. SEA TO TERMINATE ABOVE SOFPIT • OVERWANGJ COMBINATION SERVICE BO M'IP 01OC42NECT BUTCH AND 120A4e VG M ELECTRIC METER IN I PNAM! NOMA SR ENCLOSURE PANEL IOARP ENTRANCE TELEPFIOIE NERVIC! ❑ ❑ C:ADLC tPJ.ENSICN NRVICE ENTRANC E EOIIPFlNT ECWIPI1EIli x INTERSYSTEM BO'ONG TERMINAL AT LOW VOLTAGE CONNECTIONS, 1 4 CU SERVICE GROUND CONNECTED TO CONCRETE ENGAGED FOOTER STEEL PER ELECTRICAL PROV*la* OF THE PBCR NTH EDITION 12e2e1 S/S" DIA X S PT LCNG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 V p y�Pa 1 A kI N W O Z E1tMDI1V. dE LOT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 1UODELt 3EEB 2260-ELSTONI• GARAGE SWING: RIGHT PAGE: FIRST FLOOR ELEPCTRICAL 60 MPH SAW. 05/24/21 scALX: 1/4"=1'-0" SHEET E1 ELECTRICAL LEGEND SYM®OL DEFINITION NOTES DSV OUTLET 20 AMP WALE POLE UOv OALET SOv OUTLET N OF OUTLET W11tD TO SUTCM GPI IIOv OUTLET "UpoD WORD Pal NRRPhmR (TAMPER RR"TANT TYPE) 220V OUTLET (4) WARE CONNECTION exr. WLTEP PR W OUTLET aRaNO PALT wo" rmR SWTC 4 SUATCH 3-WAY OPER lt4E OUTC 4 44UAY OPER I..O WN.L MawrmD LOW CEILING LONT © LED CLG LONT LEP VAPOR ©vp PROOF LOMT OVP VAPOR PROOF LISMT Omcam CO CAN VENT. PAN I GTM PER /G A. VINT. PAN W4OMT 1 OR7 PER /1 A. (ormas Too my BUILDER) i7 WW ® AROIfO ARAM (RELCESSED) LRLm WRM • AROM laU1NFN�.E MNTJ R.UOII/Cm/T 4'RAlWl/CENT W TRACK LOW 0 PANEL PETER OSD. smom DETECTOR SD. WALL M.. RATT. eerx.0 _ /MOKE Omit . ®CAMM rcHaDdc 110E oE'E0= NTER-CON=TID SA.:C COMaO 8 4LL ME A 016TAM = Or NDT LESS 4' poom PIDANT LONT 1.1\ NATURAL GAa CUTLET TELmRIO IN JACK IIIN INTER NEATER I DRCON•ffiCT AIR CONw SSE AW CN DUNZONCaf I TREVWON JAQ[ Qa/n R JO i-sm TO ME SUPPORTED N ACCORDANCE W/ la MA CW AS SUCH PO LNG EON CEILNG PANA.011 TO BE SWPORTED N ACOO NUKE W 0= MAPW AD &CM PC IR1 RIGOR 24' NCANORGOINT LONT STRIP SS' WC_#.- SalR o LISNT sTTEP 4S ac>tNr LldWT SNT H6T RP KOOD q° Orr. smawT KEYMAID HE PSL MAN-M TTCN I PER CM l/ • LOCATION OF TV JACTGS N PH" OUTLETS 4 PANE TO me VERFED • NOMEOWER MW-O"TIIIJCTION MIELIZ • ALL 5 4 20 AMP mRANC13 OIRMATS TO mE ARC FAULT PROTECTED PER ELECTRCAL PROVIS"OP mm • 20 Alt DEDICATED LAUNDRY CIRCUIT. • ON • W-AND (NOT ON KITCFNN CIRCUIT) • DIaNUASFIER DISCONNECT TO EE LOCTCiq)T N PANEL • MATNROOT EXHAUST PAN TO NAVE MN CAPACITY OF 90 OPM NTERMITTRNt rER ELECTRICAL PRONSIONS OF SECTION MW13 POOR 1TM EDITION Od1D1 SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' . I•-0' ,.-----------\ I. I I L L I I I I I 1'-63'-0' I'-6' ---------------� LED LIGHTING C DBL. LAV. OATH PI � I I _ I I oL I I n I I I LED LIGHTING C� DBL. LAV. OATH -2 L441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003325 S V r OLu y i 0 SUDDIV. & LOT. ABBOTT PARK LOT #17 BLK. #9 PROJECT 04181.00 -17091 UODEL: 3EEB "2260—ELSTON" GARAGE 8WING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 60 MPH Mj OND r--------1 36'xb0' I - - - - - - - El 4-M PAN N L V. L V. _ VrR 13'-II' S' 10'-9' 4'-8' VT I i 1 LAV. �� 1 i 2• LAV. TUB/ sHu,le ?' SHWR ( 1 ' --- ------ ----------- LAV. 2. WC �. I IR' WASHER 51 • • I DW. I LAV. 2 3' TUB _ SINK -11 3 W G 3' I ON v - - - f — 1 a RANGE au I (� � 9 `�' KITCHEN SINK I W/ AAV 1 -- L O O lJ IIIII O I I I I I I ---� I 2• 1 23'-3' b'-5' � I I I I A -- 3, 3' F'ED SINK I I 3. 2' --- I I I we ^ - co I MAIN PLUMBING RISER DIAGRAM a . .-------------------- JUN FIRST FLOOR SECOND FLOOR PLUMBING PLAN PLUMBING PLAN SCALE: 1/4 • I'-m' SCALE, 1/4 • I'-V 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-774-4079 www.abdeslgngroup.com L AA B: 0003325 s b FO C d ow x avHaiv ae I.oT: ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODEL 3EEB "2260—ELSTON" GARAGE awING: RIGHT PAGE: PLUMBING PLANS 60 MPH E HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED AREAS SHAD BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL V CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY C441 NEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FSC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH FBC 1TH 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. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 1010 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY b REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301.2.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN, FLOOR OR WALL BRASS PLUG �—FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 86000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC q�FOQRSLAB CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 4 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL SECURE STRAP TO CONC. W/ (2)-3/16'X2' TAPCONS UNIITR SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 0BXI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (T FIRST FLOOR MECHANICAL PLAN SCALE: 1/4 - 1'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774$078 FAK 407-7744078 www.abdesigngroup.com AA #: 0003325 — J Ilse 04 C a Rypo� 0 ILL BUNDIV. de LOT: ABBOTT PARK LOT #17 BLK. #9 PROJECT 04181.006-17091 UODEL 3EEB "2260-ELSTON" GARAGE gIWING: RIGHT P'14RST FLOOR MECHANICAL 60 MPH EXP. 2X4 TOP PLATE PRE -FAD TOM 1/2' CI-G. DOAIND V2' DRYWALL �_ 1 1 SECURE ST. - PLATE TO SLAB W/ Wd MASONRY NAIL • 32' O:C. MAX FIN. FLR 2X4 WOOD STUDS 024' O.a. SLAB ITIONS SUPPORTING' HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.G. OR, NOT THAN 2x6, WHERE ED NOT MORE (��)TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'.1'-IV FIBER 13LASS SHINGLES WITH UNDERLAYMENT AS PER FBCR SM.I.I. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I -m, ELEVATIONS TYP. O.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 5/8, GYPSUM 5 OR 1/2' HrSW STRENGTH CLG. DOARD 3b/w OR5 1/2, DRYWALL 3/v TOP CHANNEL (25 GA) 1/2' DRYWALL 3 5/8' OR S 3/8' METAL STUDS 24. O.C. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWIR 3 5/8. OR 5 CABM?T6 AND TUB/8HOWER 25 3A5' BOTTOM GA PETAL TO BE INSTALLED C44,pN EL (25 IN ALL OTHER WALLS. STUDS GA) SECURED TO BE SPACED 16' O.G. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR W/ 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD 6awo —FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS (NON—BRG.) D1 SCALE, 3/4'.I'-V' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT A$ PER MANUFACTURES SPECIFICATIONS � r REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' CMU 1/2, GYP, WL. BD. - WOOD BABE LL— a. v W/ WINDOW OPENING r FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 9M11. ROOF SHEATHING THICKNESS AS PER 6HEET BNI. SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM SOLID GROUT W/ ll)- "5 (2) COURSE V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT DO NOT CUT THE BOND BEAM REBARS m- PIPE THROUGH BOND BEAM p1 SCALE:3/4'.I'-0' � 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 9TH EDITION, SECTION R301.13 AND 16dMB.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.I'-V UNDERLAYMENT IN ACCORDANCE WITH FBCR W5.1.1.1 OF THE FBCR 2020 'NTH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.11. ROOF SHEATHING THIGIQdE66 AS PER SHEET M. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SHEET SNL SECURE PER FASTENER 6CHEDULE ON 614EET SNI PRE-ENG. GABLE TRUSS WEEP 6CREED 2x P.T. SECURED PER STRUCTURAL DETAILS LQ' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 8' CMU F WLw IQ' THICK: GOAT - POISM1AND ClPBR PLAOTM A•PLED DSlCTLY TO MASONRY WOW JAM FM 6ALv eTaL- FRGDucT APPROVAL R[O. Y TRACK MY mur. FAWrUNCD TO TRACK ORACCCM w PRoo= APPROVAL FIM CORWER BEAD vcm"I eTwrGnwAL FOR WINFORCE1EIT a,r P.T. SD ATTACED TO RLL CELL AG PER A'PISOVAL REa SEALANT N BACGFR ROD YEATWM eTW MPA DNO ALL AROUO (MY COOK MAIN/J GAS LINE THRU BLACK ( 3 GARAGE DOOR JAMBS 01D1 SCALE: 11/2'•I'-C' i 2X4 SPF 24' O.C. MAX.—� SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS PRE-ENG WD. TRIM CONT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8, GYPSUM BOARD OR 1/2' HIGH STRENGTH C-C. BOARD R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. I/2, GYP. WL. 150- WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR W5.1.1. ROOF 814EATHMG THICKNESS AS 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 f� _ 0'-V' FIN. FLR ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160S.5.1. H W/ WINDOW OPENING BB TYR SECTION J` NO OPENING NOTE: METHOD TO BE USED FOR THE �1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'.r-O' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 PITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTIM 0226 TYPE 11 OR ASTM D4861B TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH:407-774,6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003326 b ao g a aI LL9 15U]BDIV. As LOT ABBOTT PARK LOT #17 BLK. #9 PROJECT* 04181.000-17091 MODEL 3EEB "2260—ELSTON" GARAGE glVnNO: RIGHT PAGE: DETAILS 60 IMPH IF FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR S05.1.1. AS PER FBCR SO 11.1. ROOF SHF-AT14NG ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER 1441 N. RONALD REAGAN BLVD SHEET SNL SECURED SHEET SNI. SECURED LONGWOOD, FL 32750 PER FASTENER PER FASTENER PH: 407-7746078 SCHEDULE SCHEDULE FAX: 407-7743078 PRE -EA WD. T wwwsbdesigngroup.00m PRE-ENG WD. TRU ER ER AA#:0003325 24'OrMAX. _LEA VATION 24' O.C. MAX. IfELEVATION METAL DRIP EDGE METAL DRIP EDGE GATT INSULATION BATT INSULATION 2x FASCIA PER REFER TO ENERGY REFER TO ENERGY ELEVATIONS CALCS FOR VALUES 2x FASCIA PER CALCS FOR VALUES VENTED pH. /S 5' GYPSUM BOARD ELEVATIONS loD' 5/8' GYPSUM BOARD SOFFIT TYR OR IR' HIGH STRENGTH TYp. OR IR' HKsH STRENGTH CLG. BOARD VENTED CLG. BOARD REFERENCE Ix2 FIRE -STOP SOFFIT Ix2 FIRE -STOP STRUCTURAL I -4.1 INSUL. REFERENCE STRUCTURAL -4J INSUL. N I w J W I I W WINDOW ATTACHMENT m AS PER tt MANUFACTUREB k' R 1 lei SPECIFICATIONS RENGE STRUCTURAL 3/4' T + G SUBFLOOR 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING I/2' THICK 2 GOAT K GLUED AND NAILED THICK 2 GOAT PER NAILING I/2' n Pin SCHEDULE in P D CEMENT T SC PORTLAND CEMENT 9G HEDULE IV W R APPLIED PLASTER W PLASTER APPLIED DIRECTLY TO w DIRECTLY TO W MASONRY m MASONRY R W „, R IX2 FIRE -STOP LEVAT0N IX2 FIRE -STOP _79LEVATION i SEE STRUCTURAL SEE STRUCTURAL gAg i LEVATION LEVATION SSS000��� 5/S' GYPSUM BOARD 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. OR IA' HIGH STRENGTH BOARD CLG. BOARD auumv. k LOT: _ 1 ER IfELIEVATION ABBOTT PARK DO FIRE -STOP IX2 FIRE -STOP LOT #17 R-4.1INSUL. R-4.1INSUL. BLK #.9 04181000-17091 W W ]ILODEL• I I 3EEB "2260-ELSTON" GARAGE 8V/ING: WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS RIGHT RENCE STRUCTURAL PAGE: DETAILS 1/2' THICK, 2 COAT I/2' THICK, 2 GOAT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING DIRECTLY TO fF STRIPS • 24' Or— DIRE STRIPS • 24' O.G. 60 MPH MASONRY cm 6' cm 8. CM I/2, GYP. WL. BD. 1/2' GYP. WL. BD. WOOD BASE IX2 FIRE -STOP WOOD BASE IX2 FIRE -STOP . 4 03 a a A. INOO rpRMT n W/ WINDOW OPENING WITHOUT WINDOW OPENING �u DATE: 05/24/21 8cALE:1/4"=1'-0^ 2—STORY FIRST FLOOR BLOCK sI;EET SECOND FLOOR BLOCK SCALE, 3/4'.I'-m' 1 1 Tm 2X6 P.T. • CENTER OP DOOR HEADER SECURED W/ (I) 1/1' X V J-BOLT W/ 4' MN. EMBEDMENT W/ 2' x 2' x VS' WASHER 4 NUT OR V (2) V)' X V ANCHOR BOLTS W/ 4' MIN. RMBEOPENT W/ 2' X 2' X VS' WASHER / NUT O m m SECURE 2x4 TO BLK W/ ® 1/4' TAPO" IN I N' VIEW. S' or_ 4' END DIET. 1 1/2' EDGE DIET. m 7 GAGARAGE DOOR BUCK SECURED W/ (5) 1/2' X V J-BOLT OR ANCHOR 9OLT6, W/ 4' MIN. EMBEDMENT, W/ 2' m X 2' X VS,' WASHER 4 MR. (1) WITHIN V OF TOr (1) UTHN V OF THE BTM, m (3) EVENLY SPACED. m m O HOTE6, ALL ANCHORS SHALT. BE N ACCORDANCE TO MANUPACTU¢ERS INSTALLATION NSTRUCTIONS RLERE aurmW NATi11CTICNA ARE � ATIENdAWT GARAGE DOOR t BUCK ATTACHMENT uu. w•.r-r 6' cm I/2' DRYWALL a I'X4' P.T. DOOR DOCK 6,4 P.T. OR b/4'X4' MIN. SECURE THRU FRAME 4 EMEND 1.1/4' INTO HAILER BLOCK UV 3/W' TAPCON6 CASING MN SHANK 612E .14b MN HEAD 612E 300 MN EMBEDMENT 1.1/4' WITHIN V OF EACH END JAMB OR WINDOW 4 IS' O.C. MAX SPACING ATTACH TO 2X PER MANtACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JME, (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +5/4" �DDOV TO BLOCK +3/4" OR +5/4" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCON6 (MN 6WANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1141) WITHIN 8' OF EACH END 1 ie' O1C. MAX 6PACMG. 2x6, SECURE TO BLOCK W/(2) 3AW TAPCON6 (MN SHANK 613E .145 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') 6. cm WITHIN V OP EACH END 1 IS' O.C. MAX SPACING. IR' DRYWALL 2x& ® El PX4' SECURE TO BLOCK P.T. NAILER WK2) 3/16' TAPCONS DOOR CAGING MN. BFNANIK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH END 4 W Or— MAX WAc� DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES, DETAIL& NOTE, SAM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +1 1/2" `��0W TO BLOCK +1 1/2" 2X4. _ SECURE TO BLOCK W/ 5ft' TAPCONS (MIN, SWANK 612E 14b MN. HEAD 612E 300 MN EMBEDMENT 1 V4') WITHIN V OF EACH E40 4 IS' OJ:. MAX SPACM 2X6, SECIURE TO BLOCK W 1(2) 3/16' TAPC4" (MIN SHANK SIZE J45 MN HEAD SIZE 300 MIN. EMBEDMENT 1 1/49 WITHIN S' OF EACH END e' CNMIJ 4 W OO, MAX SPACING. Vl' DRYWALL 2X6, 011110 SECURE TO BLOCK I'X4' WK2) 3/16' TAPCONS P.T. NAILER (MN. SHANK SIZE 14b TAR' DAB, X 4' MN MN HEAD SIZE 300 MN EMBEDMENT I V4') DOOR CASING WITHIN V CP EACH END 4 IS,' O.C. MAX 6PACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MAMFACTAR66 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 15/18" /�11/D'TDOR TO BLOCK +1 18/18" 2X4. = SECURE TO BLOCK W/ SAW TAFr." MN SWANK SIZE Job MN HEAD 61ZK 300 MN EMBEDMENT 1 1149 WITHIN V OF EACH END 4 IS'Or- MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OJTBIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRJCTURAL W10) W*' TAPO" 3/16' TAPCCN MN 1-1/4' (MN 614AW SIZE J46 EMBEDMENT INTO BLOCK MN I=AD 612E 300 MN EMBEDMENT 1 1/4') WITHIN S' OF EACH END 6' C'U 4 W Orl MAX SPACING. 1/2' DRYWALL 2X6, cm SECURE TO BLOCK YV(2) 3N' TAPCON6 P.T. NAILER (MIN. SWANK 612E J46 DOOR CABINS MN MEAD SIZE 3" MN EMBEDMENT I V4') WITHIN V OF EACH END 1 w' OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO MUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLACK +2 1/4" y 1IIND011 TO BLACK +2 1/4" 2X4. _ SECURE TO BLOCK "AW TAPCCHS (MIN. SWANK SIZE J4b MIN. HEAD SIZE 30m MIN. EMBEDMENT 1 1,14') WITHIN V OF EACH END 4 W O.0 MAX 6PACM 2X6, GE4)RE TO BLOCK Wlf(2) 3116' TAPC:ON6 (MIN, 814ANK SIZE 148 MIN. HEAD $In 300 MN. EMBEDMENT 1 1/4') WITHIN V OF EACH END e' cm 4 B' = MAX SPACING, W'DRYWALL 2X8, ® a SECURE TO BLOCK WKV 3/16' TAPCONS P.T. NAILER MN SWANK SIZE J45 DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH END 4 IS' OL, MAX SPACING. DOOR JAMB OR RUN40OW ATTACH TO 2X PER MANPACTURE6 DETAILS. NOTE. SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" rlw[wx 2o_BNnre +a" 2X4, _ SECURE TO BLOCK W/ 3/I6' TAPC:ON6 (MIN. 644AW SIZE Job MN HEAD SIZE 300 MN EMBEDME4T I V4') WITHIN V OF EACH END 4 W O.C. MAX SPACING, NOTE, STRUCTURAL 2X MUST BE 2)(6, ® ON OUTSIDE 4 SECURED SECURE TO BLOCK TNROIYM NON-6TRJC1URAL WK2) 3M' TAFr." 3/16' TAP C40N MN 1-1/4' (MN SHANK SIZE 145 DST INTO BLOCK. MN HEAD SIZE 3" MN EMBEDMENT 1 1/4') e' CMWITHIN V OF EACH END 1 W O.C. MAX 8PACING. V7 DRYWALL 1XS, ® 1'X4' SECURE TO BLOCK P.T. NAILER W/(2) 3116E TAPCON$ DOOR CASING MN SWANK SIZE J40 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 7ND 7X SECU RE TO BTRUCIURAL 6' O.C. MAX 2X4, _ SECIIQ TO BLOCK W/ 1/4' TAPC:ONB (MIN. SHANK SIZE Job MR HEAD SIZE 300 MN EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 ID'Or- MAX SPACMi. 2)%, SECURE TO BLOCK W/01 V4' TAPCCN6 (MIL SHANK SIZE US MR HEAD SIZE 300 MIN. EMBEDMENT 1 1/4') WITHIN V OF EACH END 1 W Or- MAX SPACING. 2XS, cm SECURE TO BLOCK WK2) 1/4' TAPFC04$ MN SHANK SIZE .146 MN HEAD 612E 300 MN EMBEDMENT 1 I/4') WITHIN V OF EACH END 4 b' OC. MAX SPACING e' CPU 1/2' DRYWALL ET I'X4' P.T. NAILER 1/16' OAM X 4' MN r- DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAUFACTIRES DETAILS. NOTE. $HIM AS, NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +3 7/16" 11IND01► TO BLOCK +3 7/18" 2X4. = SECURE TO BLOCK UV 1/4' TAPCON6 MN SWANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 11149 UT14M V OF EACH END 4 0' O.G. MAX SPACING. 2x6, m SECURE TO BLOCK WK2) I/4' TAPCON6 MN SHANK 61ZE Job MN HEAD SIZE 3" MN 0409OP HT I V49 WITHN V OF EACH END 4 IS,' O.C. MAX SPACING. 2X6. SECURE TO BLOCK WK2) 1/4' TAI—." (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN V OP EACH END 4 W OG. MAX $PACING. NOTE, STRUCTURAL 2X MWIT BE ON OUTSIDE 4 SECURED TH%ROLKW4 NON-STIO.ICTURAL 3/I6' TAPCON MN 1-1/4' EMBEDMENT INTO BLOCK l�l V cm 1/2' DRYWALL I x4' P.T. NAILER V P.T. X 4' MN 1'�I{ DOOR CASING DOOR JAMB OR WINDOW ATTACa TO 2X PER MAMFACTWRE6 DETAILS. NOTE, SHIM AS, NEEDED TO PLUMB JAMB (00 NOT EXCEED 1/49 DOOR JAMB TO BLACK +3 3/4" A wwi- 0 BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AAA: 0003325 pyF� h Lli aUDDIV. at LOT: ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000- 7091 MODELA 3EEB "2260-ELSTON" GARwGE SWING: RIGHT PAGE: DETAILS 60 MPF AXP,5 r4 DATE: 05 24 21 E: 8CAL.E: 1/4"=1'-0" SHEET D3 PRCPO IIED CONTROL JONT FLAMM OF CONTROL JOINTS TO ME UNF ED TIED TO LATH • V Or. MAX (VERT.). MOM, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F 6TUD EXISTS BEYOND EXCEPT 6TAP1.E6 IW ! C R CMAY QI RROBE I �JOSR TEMP . DURING INSTALLATION --\ FASTENERS TO BE SP • 1' O.C,MAX VERTICALLY / ` \ Fl. \ WRB LAYER 4, FORTIPIBER / MUILDINS PAPER APPROVED METAL LATH PA6709D ET (VERTJ Or. MAX AT SUPPORTS UAlD LAYER q STUCCO ~ MOOD 61EATMING rl X ��� "MITI 011111 /I WA mImM LATH SHALL BE CONTINU" TWFWUGN JOINTS BUT BE STOPPED TIED AT EACH SIDE. PRONDE 2X4 mLOCKMS PER A6TM CI063 PLACED FLAT MAX 6• TO V CO PwM NTROL JOINT U►EN \ CONTROL JOINT FALLS ON ASTENER6 FOR LATH TO BE NAILS OR` `_ i � STRUCTURAL STUD STAPLES IN COMPLIANCE UV A6TM CW63 2. WRE TIES TO BE (NO. IS) 00416' WIRE / 3. BLOCKING SNOUN MAY BE N ADDITION/ \ TO WALL STUDS RECIIRED PER PLAN © _ _ /I _ o1RAL*jZvfj;01 m OL Iq.D WYIO a Pr. A O l HOLD IaIM1ID • PT. A TOLD AY O L PT. A Fbiyap e O L TOLD aaww • R. A A T. aaAeE . PT. 6 >. usAeE • rr.6 aavx.PT. c >A CIBAN . PR. C A FOLD FR. C OVmE P. 6 ILL PR.O TatIG11E ® ®FOLD O • n &OTron n_ANEE WATea TIENr REAL. POW OQ hm ar. /—] TTICK 3 COAT CEMENT PLASTER (FRMMEA IO• I COAT APPROVED BWLONG WRAP SMALL BE LAPPLD A MINIMUM OF 6' R VERTICAL LAPS (ROLL EN061 1 6' • NOItlZONTAL LAPS. ALL SEAM& TEED TO IN TAPED WITH POWIBER SMEATHMG TAPE / r nN LAP • Kyu LAr. \ SC X X X I LATH VERTICAL LAP TO BE 1' JC JC�—JC IT METAL LATH I WM LAYER 9, STUCCO URAP WRD LAYER R, PORTPImER / I BUILOINS PAPER i I 2 SCALE, I V2'•I'-0' r MN uTu LAP, L' ALL LAP MOML SIDE LAPS OF METAL PLASTER BASES SHALL BQ SECURED TO FRAMING TIMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS wTM 00416-1111. (ISM-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MMA AS PER ASTM CW63. ® KIC KO UT � PEI-AIR OF TEAM INAwe LAYERS, TEARS DETAIL MAY BE PATCHED UVFIOUSE YPRAF' TAP: PER MANUP. SPEC. OR PEEL I STICK Z E in OUILONG PAPER aWAV O LT) URB LAYER -L STUCCO URAPnWM ONLY) LAP LAYmM OF 1119E.D►Me agar OCR M4LLIPO RAPE. War, ccep"a«� imam OR ON ROOF pr 66 WALL FLARNFIS a Wh=-our 1L4000 (LEE A, OVAL) ao"AI 22 [9 (E1 SIR R�VIIttl:S� OF IEDOF. :IA alNaAr PIPE) WIRE TO PRAMINS UII® LAYER R, [Fume BUILOMS PAPER METAL LATH 6'.&' MLP-ADFIRMS FILMDRA•! PLASHING OVER 4•x4' SELP-ADWERMS MOMORANE PLASHING OVER APPROVED 4k4' SELF-ADIERINS MEMBRANE FLASIRIS OVER AP'I'IROVED HOUSE UNRAP. PLASHING TO EXT@® aNio PIPE 1' THICK, 3 COAT CEMENT %' CONT. DEAD OF SEALANT PLASTER INSTALL APPROVED WOUSNURAP AIR METAL LATH INFILTRATION BARRIER OVER OW LAYER -2, PORTPImER BMEATMRN6 BUILDING PAPER ELA6TOMERIC COATING OVER STUCCO) UM LAYER R, C.V. FNISM (SEE TYP WALL SECTION) BTUOCO U2RAP WOOD GWEAT14NO SECTION 130Mrlor EZEerbr —ply of portlanC ok b. Plaamr hall comply with the C 928 18 rew,o-.mona or ASTM c aze-tec. In.Whtion of exterior Whmg and framing *.[I Comply with ASTM C 1083-19a, orASTM 1787. 4'.4• SELP-.ApFE1RR•Y.• T'ET'ImRNE FLASHING(COMPATIBLE W HOUSE 4 WRAP MATERIAL) OVER APPROVED HOUSE ~ PLASHING TO RXTEND ONTO PPE WOOD GTUD6f I' OR LESS PIP: PENETRATION SWATHING mUILDNG PAPERSTUCCOA. CUT AID OVERLAP ONE 61DE OF SELP-ADHERING MEMBRANE P'LASHM STEP -I HORIZONTAL LATH PIPE FENETRATIC & PAPER DETAIL WOOD SHEATHING OR CMU WIRE, LAYER "I, STUCCO WRAP (FRAME ONLY) 'W THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WREs 4 TAPE OVER ROOF/WA ,L SCREED 5'XS' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 6• LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER 5UILDING PAPER) METAL LATH STUCCO WOOD OR 1/16ll ZIP WALL 5HEATHING 6'.6' SELF-ADMERNG MEMERAME PLASHING (COMPATIBLE W) NOUN WRAP MATERIAL) OVER 4W SELF-ADHERMIG MEMORANE PLASMMG OVER APPROVED MOUSE UERAP. FLASMMG TO EXTEND ONTO PPE CUT AND OVEPQLAP ONE SIDE OF SELF -ADHERING MEMISRAE PLASHING X—X—X—X SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-&41-14a, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-174-6078 FAX 407-7744078 www.abdesigngroup.com AA 8: 0003325 6 Q � toll BLJHDIV. SIC LAT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODE% 3EEB "2260—ELSTON" OARAOE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 6 MPH INSTALL b' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIDE(W AND BOTTOM FINISH FLANGES OF NON-MOVABLEFRAME _ THE EXHAUS. 6' SELF ADHESIVE SEMENOF FLASHING TO BE, OVER TOP 4 SIDES WOOD CONSTRUCTION CCE I. BOTTOM, 2. SIDES, 3. TOP ,x' VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING I..;I • OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE FLASHING ' WRB LAYER •I, TOOLED 60 AS TO DEFLECT UNIT i WATER AWAY FROM JOINTS. STUCCO WRAP 1441 N. RONALD REAGAN BLVD VPRJ=-MANUF:. DRYER LONGWOOD,FL32750 E-Z BEAD ALL AROUND_ VENT -APPLY SEALANT ALL VENT CAP (SET IN WRB LAYER r'2, FORTIFIBER FAx:ao777 -607a 1 78 JOINTS AND INTERSECTIONS CONT. SEALANT) BUILDING PAPER www.X:407 7744 78 ..�;. APPLY SEALANT AT PERIMETER OF .a B: O003325 BACKER ROD NON -MOVABLE FRAME AND STUCCO AA y' • ON ALL SIDiDES, +CAULKING JOINT ALL SEALANT • TOP 1 SIDES THICK, 3 COAT CEMENT WOOD SHEATHING PER SECTION R703.7 PLASTER LAYER 9, Exterior hMna and plastering STUCCO WRAP BACKER ROD Exterior use of portland cement plaster shall comply with the application DRYER VENT (BLOCK) Ya' TO Y*' MID -WALL LAYER 02, FORTIFIBER BUILDING PAPER requirements of ASTM C 926-18b. X.. 6 B WEEP SCREED METAL LATH Installation of exterior lathing and framing WOO�STZ1GT1d� Y�1wPNITE14 D shall comply with ASTM C 1063-19a, or ASTM 1787. 6' SELF-ADHESIVE FASTEN TO WOOD STRUCTURAL 1 STU h :.x. FLASHING MEMBER • Or -Max e' cru f STUCCO WRRAP HOODED VENT BUILDING PAPER WOOD FRAMED K' TO ' 3 COAT CEMENT OVERQUICK FLASH' — — — ' ' WALL pTWI TER METAL LATH HORIZONTAL WEEP SCREED • ''G (FRAME TO FRAME Z WRB LAYER 9, FORTIFIBER BUILDING PAPER PIPE THROUGH / WALL ,; 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN WOOD SHEATHING I \�MASOPilY OEFORE APPLYING TTl XTTT TTT lTM ITT A l (T\ `L. TEXTURED WOOD SHEATHING FLASHING [ 'J ' pVERM BOXE ANp O R 6' WIDE STRIP SELF APPROVED WR8 ADHESIVE FLASHING, CLEAN LAYER n MASONRY DEFORE APPLYING STE 01 STE Z RLAeHe1G ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD APPROVED e7CHE VENEER OVER SCRATCH COAT VERIFY LOCATION HOUSEWRAP BELOW WRB LAYER 01, STUCCO WRAP HORIZONTAL WEEP SCREED 1 114. APPLY STUCCO SCRATCH COAT AND ONE (I) LAYER OF PAINT PRIOR TO INSTALLING ELEC. CUT SUCH THAT No MEMBRANE ENTERS BOX, 9 APPLY bm MIN GRADE 'D' FELT OVER SELF -ADHERING MEMBRANE FLASHING W/STONE VENEER METER APPLY TO FACE SELF -ADHERING (FRAME TO BLO C K� EDGE FLASHING OVER CAVITY TO BE FILLED WITH RIGID POLYMERIC '°'PROVED HOUSEWRAP LEGEND ISOCYANOTE-POLYBLEND FOAM WRB LAYER n, FORTIFIBER !'GREAT STUFF' OR SIMILAR) BUILDING PAPER APPLY A SILICON STEP *3 STEP #� DRAINAGE PLANE (WRB BASE SEALANT AT POINT LAYER 01 STUCCO WRAP)1�4THAT ELEC WIRE PENETRATES IstiMDiV. ae L,O'h ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODELA 3EEB "2260—ELSTON" GARAGE IB11WG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH UJRB LAYER 02 (FORTIFIBER - - - - - COATI OVER BUILDINGS PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT APPLY E-2 BEAD_o.o.e STUCCO/ CV. FINISH $EEEP)1GAL WALL METAL LATH x—x—x—x t 1 COAT OF PAINT W/BACK- OVER 60 MIN ROLL PRIOR TO GRADE 'D' FELT-PROVIDE IDE ; METAL LATH E' o uwm STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH SEALANT ;e oo �1 WOOD OR 1/16' ZIP WALL COAT LAR63ER THAN THE EC JOINTS AND INTERSECTIONS a °< o• o• o 0 0 ® METER CAN OR METER CAN SHEATHING COMBO OR METER CAN AND �� SELF-ADHESIVE FLASHING - - - - - DISCONNECT DATs 05/24/21 METAL LATH: LATH TO BE PER SECTION OQ ELECTRICAL CONDUIT STEP #5 STEP #�o SCALE:1/4"=1'-0" R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. U PENETRATION °SET PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) O ELECTRICAL 9 RECEPTACLE A� WOOD SH WOOD CONSTRUCTION 9'; HAT CHANNEL L TYPE 'W DRYWALL WAS LAYER'(, STUCCO WRAP i' THICK, 3 COAT < PLASTER WRB LAYER 9, STUCCO WRAP AMI.CO AM66-wwb^`8® CUSTOM CASING BEAD. NO GAP IN FIELD —/ (SHOWN FOR CLARIFICATICN OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. 1 nOA SCALE. 1 I/!'•I'-0' EXT. WOOD PRAMEC WALL •WRS LAYER 9, GM-H.COR DECKM STUCCO WRAP WRB LAYER 4, FORTIF15ER PRE.ENG'D TR186 BUILDING PAPER i' THICK 3 COAT CEMENT WEATFIER RE6ISTIVE BARRIER PLASTER WEATHER RE616TIVE. 6' SAP. • TOP OF WEEP SCREED EAPIMR 9 TO 6HEATHING BEHIND WEEP SCREED S COAT CEMENT PLATMETK 4' POSITIVE DRAIN METAL LATH -- WOOD N•EATHING-- 6' SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED y TO SHEATHING BELOW \� WIRE, LAYER'(, 1' STUCCO WRAP I ' WRS LAYER s2, FORTWIBER BUILDING PAPER 1 , 6' SELF-ADNEREMG FLASHING WRAPPED • CORER OF CANTILEVER y' NOTE: METAL LATH: LATH TO 5E PER SECTION R1031.1 / ASTM G-841-14a, MIN. 2.5 L55, PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER 1 3/ I RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 02 1-1 VINYL CASING LEAD i' THICK, 3 COAT CEMENT PLASTER S/S' TL METAL LATH W(TEXT 7CCOAT WOOD SHEATHINGFINISH i' THICNT (2) 2x12 HEADER PLAST (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 'Q VINYL CASING BEAD �' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH FINISH URED i PANTED WOOD SHEATHING FINISH THICK 3 COAT CEMENT HE'ADER/BEAM PLASTER VINYL COIGNER BEAD VINYL CORP. 4' P081TIVE DRAM WEEP SCREED yINYL C�I��� NO GAP IN FIELD P,IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @aRIP--EDG INSTALLATION EXTERIOR GRADE DRY WALL I' THICK 3 COAT C ONLY) 0 ANTILEVER DRIP EDGE FINISH LAYER (2 LAYER PEEL i STICK) 6' PEEL i STICK • DRIY 4 EDGE TO �l[� DECK I)jw % P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING Ist t LAYER (2 LAYER PEEL i &TICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER W PEEL i STICK • DRIP EDGE TO DECK—\ 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTJV MIN. SPACE FROM DRIP FACE TO TREX Y; GAP FOR BACKER ROD i SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF WATER PROOFING lot LAYER (2 LAYER PEEL i STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER j' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEAT14MG (6HOM FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION COLUMN SHEATHING WEATHER RESISTIVE BARRIER M WEAKER RESISTIVE BARRIER 02 6' SAF. \ PEEL i STI�K 116'A3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I hl X 3' 26 GA GALV. METAL DRIP EDGE Y; GAP FOR BACKER SET IN FULL BED OF ROD i SEALANT SEALANT,* MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CABIN, BEAD DARRIER IN, I. WEATHER RESISTIVE WATER PROOFING 1st .. DARRIER •2 LAYER (2 LAYER PEEL '%`'../ EXTERIOR COLUMN i STICK) .'r "'ar.n� COLLIMN SHEATHING s STICK 6' SAP. \PEEL i 16'x3' 'L' FLASHING FLOOR ROOLYF EMBEDDED IN CEMENT IN X 3' 26 GA GAL V. METAL DRIP EDGE BET IN FULL BED OF ]® I NXI N P.T. OR SMULATED WOOD (TREX) FILLER SEALANT, K' MIN. CONTINUOUS SPACE FROM DRIP FACE TO TREX Y; GAP FOR SEALANT VINYL CASING BEAD OPT. DOCKER ROD. WATER PROOFING lot MODIFIED LAYER (2 LAYER PEEL i 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO vINYL CASING 6EAD CANTILEVER i' THICK, 3 COAT CEMENT PLASTER &/S' TYPE 'X' DRYWALL i METAL LATH W/TEXTURED i PAINTED WOOD SHEATHING FINISH I' THICK 3 COAT CEMENT 4' POSITIVE DRAM armor PLASTER W99JE LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR "1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - VINYL CORNER BEAD J / (BLOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION O COLUMN (W/" L" FLASHING SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER JT AIM 3 COAT CEMENT 2 1/2' CORNER BEAD FASTENED TO SHEATHING • T' O.C. MAX. C WRB LAYER'(, STUCCO WRAP a WOOD SHEATHING METAL LATH WRB LAYER s2, FORTIFIBER BUILDING PAPER 14A ORNER BEAD ® FRAME k 2 1/2' k CORNER BEAD (FASTENER E SPACING a l' O.G.) CMU 1/2' THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (14B CORNER BEAD (E) BLOCK WRB LAYER M, STUCCO WRAP WRB LAYER 42, FORTIFISER BUILDING PAPER—,, METAL LATH _­\ d' THICK 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING 1 WRB LAYER 01, STUCCO WRAP 1 WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED i' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) WRS'LAYER M, STUGCQ WRAP WRB LAYER o2, FORTIFISER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD C& WINDOW ( FRAME, NO BAND) 1441 N. RONALD RFAGAN BLVD. LONGWOOD,FL32750 PN: 407.7748078 FAX: 407-7744078 wwwzbdosigngroup.com AA #: 0003326 SLiBDrv. ae LOT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 1QODIM 3EEB "2260-ELSTON" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 P11 EXPej J2 n TE 05/24/21 SCALE: 1/4"=1'-0" SKEET WA3 A, GAp TYp i' THICK, 3 COAT CEMENT WOOD SHEATHING CASW. BEAD PLASTER - IX TRIM MEMBER TO TRIM METAL LATH � WRB LAYER 01, w STUCCO TO STUCCO WRAP SIDING TRANSITION WRI3 LAYER 4, FORTIFIBER WOOD SHEATHINGSUILDINA PAPER SIDING WOOD SHEATHING WRB LAYER 4, FORTIFISER BUILDING PAPER i ; ` ` r• : c WRB LAYER 01, STUCCO WRAP METAL LATH i i' THICK, 3 COAT CEMENT i WRB LAYER 62, FORTIFIBER STUCCO Ap STU LAYER "I, Stucco WRAP PLASTER BUILDING PAPER b'SELF-ADHERING , METAL LATH CASING BEAD FLASHING 11 THICK, 3 COAT CEMENT 6' SELF-ADNEREING VINYL ANGLED EXPLODED S� FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR PLASTER SIDING TO STUCCO CLARITY) \� DRIP CAP 18 CASING BEAD (CROSS SECTION) WINDOW FLANGE WRB LAYER "I, STUCCO WRAP VINYL ANGLED ` WaY� TpaCTION BEAD CASING 4 wow 6MEATHM6 Wze LAYER �!, FORTIFIBER :KATHER Iq@NenvE BANNER BUILDING PAPER �e16nvE /�/� ♦\ LATH METAL !. WIW%e 81DM65� RM6 THICK 3 COAT CEMENT '. �is •' ��-'��' PLASTER !i s PLAeNIN6 s LLEATIER RE616TIVE \ I ]BARRIER 6'SELF-ADHERING 6TAR:ER eTRIP / `� \\ DER -j vE FLASHING '.:. ..�+, I I ��_ y P�: A6N NC DFERIN6 ,. C"LVD FETAL (sALV'D FETAL r � DRIP CAP _' FL�+� 1u"AT MEP'T ED WINDOW FLANGE CASING BEAD C9) WINDOW TRL R (FRAME, W/BAND) `�\` . 15C , C"GAP L�T SIDING TO STUCCO ® BLOCK TO FRAME 19A TRANSITION METAL LATH NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2S L55. PER 60, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER 'I, STUCCO WRAP WOOD SHEATHING WRB LAYER 02, FORTIFIBER WOOD, nwcTlc BUILDING PAPER i WRB LAYER 01, WOOD "ATM °6nve THICK, 3 COAT CEMENT PLASTER I STUCCO WRAP ; BARRIER rteren"E WRB LAYER 62, FORTIFIBER u `XREY.'LAP 81Dk VINYL ANGLED ; BUILDING PAPER-EAL CASING BEAD METAL LATH VINYL CASING BEAD i 6TARTERSTIMP-- J' THICK, 3 COAT CEMENT an (EXPLODED VIEW FOR PLASTER CLARITY) GA r'O METAL— .I 'r FLAGWM6 ui3DOSTRIM MEMW CASING BEAD ® RAISED 17A BAND (FRAME) `�'�' BARRIER SCALE: I I/2'=I'-0' uEAnRR ]BAIMM" LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (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 17 WINDOW FRAME WRB LAYER 02, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CASING (W/V FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER SEALANT WINDOW FRAME •'OW-ADHERM9 I ILASWMG WEATIVE DAIMER 1 TO AF O MK AAEOVE TOP OF'r R.A8WM WEATWERR RE616TIVE I ILARRIEIIEATFRR REDISTNE \ / ]BARRIER 7 I \�� I 'rFeWM I WINDOW FLANGE 1�--`! 01 TRIMI DES WATNER 1012616nVE ]BAIVMER 1 NOW ILEw]BLE PVC ]BAGGER ROD) SIDING TO STUCCO uEArHER RE61enVE ® FRAME TO FRAME BARRIER a �� TRANSITION 1 �7 WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y<' GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP &' WIDE PEEL d STICK OVER FLANGE \ E-Z BEAD VINYL CASING 2X FRAMING (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 LONGWOODI FL 327l50 PH: 407-7746079 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003325 -, 8 9 $ ISO a F ITT PARK T #17 K. #9 PROZZ PROJZCT# 04181.000-17091 MODEL: 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. 03 > mL'*'r 05/24/21 DATE: BCALE: 1/4"=1'-0" BFI==T WA4 AVARAIRA SEES WE sHGULD SE TAKEN IN HEEPINO THE VENTPROPERLV 4-, S' AND 10' WGNED. VENT PIPE IS SEALED IF URL2ED. NAIL IN PLACE SHORN IN 1 V—ED USING i-1l/' NNLS AT EACH CORNER. ROOFING CEMENT SHOULD BE —ED M ALL SNNGIE EDGES NEAR TIE OUTER EDGE AND AROUND THE ENRRE PERNETER AS C MTARGOOSENEM VENT OPENING IN THE ROOF RECONMENlED—EVER EWEATIERCOA3TAL SHEATHING. SIZE THE OPENING IN ACCORDANCE KITH TIE OONBTRUCTICNZONFS. CHART SHOWN. IN THE EVENT A MECHANICAL VENT FAN IS USED, SIZE THE VENT OPENING IN ACCORDANCE WITH VENTFAN MANUFACTURE'S PIPING CONNECTION INsraucTlorve. DON INTO TRUSSES Oil RAFTERSYAEN CUTTING TIE J OPENINGm IN IN THE ROOF. REMOVE INTERFERING SHINGLE NAILS AROUNDTHE i--` PERBAETER OF THE OPENNG SO THAT THE WALING FLANGE OF TIE VENT LAYS FLAT M THE ROOF SHEATHING. SUDS THE AND TOP SIDE FLANGES OF THE VENT UPAND WINGER SHNGUEGLES.ALLOWTIE BOT-fOIA VENT FLANGES TOUV ON I TE TOP OF TIE 8MNGLEB. IF F�o� ROOF HOOD VENT DETAIL ITT NOU6ESRMP AT,*'ANSLE w• mwrw -I. Off T* N woum TRAP LINE of IIMIIDQU oFteNNs \ \ AFPRDVED NOUSW~ OVBR SIEATINS OVER w arm WILL STEP 1 INSTALL S— OUP-ADHP.IEEIOI PLASHNS OVER NAILNS FLAIWS JAMBS I XTIMMLC GILL MIN I' AXIBL GILL \7/\ 1LEXISIL! PLAANMS DO NOT am BOTTOM � FN STEP 6 TWIFORARRY POLD-111E N am INOU6lYRAP (a 7000 FLAP LINE: AL HEAD FOLD HOLISM N AT JAME6 I OLD" 61LL R VINYL HEAD PLASHNS(WITH DAMS) NAILNBI PLANES SELF-ADIEPft RLASHNS I' MN BEYOND JAMB PLASIMM RtlTALL VNTL MAP ASRHILLT—TICCEMENT MDIOEDAROUNDSASE OF WIPE AND OVER A.ANGE ALM PILAGHNS UP INT. EDSE OF SILL R.O. fine: UCALLY PASTEN FANNED BDOeG.(CAP NAILS, STARES) INSTALL CPA-' MT FLM.X~ AS TH R.AGHINS AT THE FOLD IIOUSBMMP COW N TAPE DIA00 NAL CUT 4 ACROSS HEAD or WINDOW *T. PLUMBING VENT DETAILS INSTALL W UUDe ADHESIVE - SAQP= PLeXNkA R.ASHNS MATERIAL OVER DRIP CAP JONT(PROTECTO-WRAP BT-JO)CL aF 90") STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 36 WIDE VALLEY FIASNNG fi3FaA HEAVIER FELT UNOERUYMENT 1 ASPHALT ROOFING CEMENT NO FASTNERE NMN 6. OF CENTERLINE -EXTRAF HI ERS IN ENO OF SHINGLE --ETM ENOSNNGLE AT LEAST IY BEY010 VALLEY CENTERIINE —IPPED— _ _�DEOREES 2 ROOF VALLEY DETAIL SGAI-11, NTS APPLY 061 Ku (O EOLAL) SEALANT A UMFlOpIAT:MEJ JOINT, RWD AF'I-LED PL.ASNM (LAWO U NITS -SEAL Rc-N OR w—'.. SLOPS GILL TO Ex I. IT 16 THE CONTACTORS MOP-ON61DILTY TO VBWY TE CO"ATIOML" 01- ALL FlCDUOT6 NCWDNd NO1,111IMPA,T. SEALANTS A SELF-ADFEPWa FL.ASNNS MATERIALS USED DUISMS CONSTIN CTWK 2. INSTALL ALL MATERIALS FER MANPACiiSPERS SMITTEN SPSIMPICATIOFM whydwk SEALANTS MAY REACT ADAMBLY P NOT COMPATIBLE. NOTE, AND BEAL JAMB TO BILL JOINTS WITH DOW it" FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL ISE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTPSOION BELOW THE WINDOW OPENMG SEAL INTERIOR PERIMETER OF WINDOW WITH ALANT L ft TE C.CWAOTOISG REGPONSI NLTY TO VERIFY TIE OCMTATBILITY OF ALL PRODUCTG NCLUDNS SEALANT6 4 SELF-ADNWK R.ASNNS MATERIALS USED OIS11INS O"I'mICTION. 2. PLASMA AT EXTERIOR SANDOW6 AND DOOR OPENN66 GHALL SE INSTALLED N ACCORDANCE WITH MANRACTWE" INSTALLATION SETTSIOTION6 AND APPROVED METIOD IJ OF PEIC R108A W N ACCORDANCE UMTN PBE6TRATION MAMPACTUPMS INSTALLATION AND PLAGIRM 0 67 14 UOTION& YIARItlOt SEALANTS MAY REACTADVERSELY P NOT COI'TATE%JL. WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NT6 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.Dom AA #: 0003325 1� g9 9 mm elUBDIV. Ae LOT ABBOTT PARK LOT #17 BLK. #9 PItOJECTAF 04181. 00-17091 MODEU 3EEB L'2260-ELSTON" GARAGE eMTiO: RIGHT PACE: WALL ASSEMBLY DETAILS 60 MPH EXP. I 19 LFiJ DATE : 05 24 21 DATE aCALE: 1/4"=1'-0" WA5 Y /------ —--- ------------------ \ /- -... -- - -- 2x6 SUB-BANb W/I'x4' NOTCH * END, WRAPPED IN / N PEEL 4 STICK METAL FASCIA IIAQAP 1' DRIP EDGE P` I - i I 1-- -- - 1/8' TEXTURED I`� .... ' �� FINISH a WOOD � 2X6 SUe BAND 11/S" 1/2' TEXTURED FINISH 6 CMU \� �\\ METAL FASCIA I WRAP Ys' FROM n �. I`t 1� ©PL 3 ` STUCCO, I' FROM "' WOOD WALL �'-41 1 EXTERIOR WALL e (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ROOF KICK OUT REMOVED \\ �+ FOR CLARITY ROOFDECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ®PLAN A 1/0' TEXTURED FIN1844 • Uk=. IR' TEXTURED FINISH • cm ,,—;1/8' TEXTURED FINISH +� /WOOD, 1/2' TEXTURED FINISH A CMU ', 2x6 SUB -BAND W/I'x4' NOTCH 1F END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL 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 x x x x x x -. SUB BAND DETAIL 0) 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 END, WRAPPED IN PEEL t 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/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK #ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH:407-774-6078 FAX 407-7744078 www.abdeaigngroup.com AA 8: 0003326 m 8 „ � STiJHDIV. Ac LOT: ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 xoDE� 3EEB "2260—ELSTON" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH EXP. FOUNDATION NOTES EXTEND - SLAB 1 1/2" 29'-B" 17'-7" 101-V 2'-1" TE-1 F----7 3'-6" 26'-2" Q 0,-0„ 4" CONIC. w TOP OF SLAB O SLAB �I N Lu I^, Lu I � I P FM-16X18 — — — — — — — — —I EXTEND 6'-4" •' 13'-2" SLAB 1 1/2" 10'-2" I m �I 4" PVC CHASE-/ i Do"I TOP OF SLAB 8,_2„ R 1A 1 n u I II I 1p 4 I UP TO 2ND FLOOR uy ii (FIELD VERIFY ` I ii EXACT LOCATION) ii �1 9 4 1.1 v cvu�sxlz — — — — — — — -� 26� — — — — — —- CWNC•i6X12 7,-61 I� — 23,4"— — — — 6 `X°� — — — CWG16X12 — — EXTENI SLAB 1 1/2" LM-16X18 _ 51/2" `r I 4" CONC. SLAB w I ( a0 I I� �W L I O I -FMM=16X18 I� e I� I I 4 4 L — — — FM-16X18— J 5'4" '4" 2'-10" 8'.0" 21'-8" 29'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, DINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF, BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90- HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36'�, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY, CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021602.16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR WWM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 71h EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 WI.—I.4 OVER 3 UT' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-16x18 16" CONTINUOUS 19, - (2) #6s (+)0'-0" FMC-t6k18 i6' CONTINUOUS 19, - (2)#5's VARIES TE-1 8" SEE PLAN S. - (1) TE-2 12" SEE PLAN 101, 72424 24" 24" 12" — 71TO s F2-24x24 24' 24" 16" s CW-16X12 16" CONTINUOUS 17' - (2).'. CWC-16X12 16" CONTINUOUS 12" - (2) #5 1 #51N CURB VARIES F1-30X30 30' 30' 12" (3)15'9 (3)#V' (-)0'-0" F1-24X24 1 24" 24" 12" 1 (2*5's (2)#51 (-)0'-8" 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.ebdesigngroup.00m AA #: 0003325 $ S L4 4 o QL avBDIV. & LIT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODEL. 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED ? a }} STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND _ — ° �> v � CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i S SPACING REQUIREMENTS ° GARAGE DOOR RECESS x D z B' CMU WALL �, 8" CMU WALL CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 30" LEG EACH m i m >.ol y 0'-0' . TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... SO THAT THE STEEL REINF. IS CONTINUOUS v. TOP OF SLAB { MATCH AMOUNT OF CONTINUOUS BARS °I ° CURB FOR n EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4' CHAMFER (1-STORY) EXT. PORCH SLAB ,/_ I / -VARIES 1I TOP OF GARAGE SEE SLAB SCHEDULE ILL° _Ig v. LL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET T:0- AT ELEV: W/ 1!2" ISOLATION as - S' CHAMFER (2-STORV) 18" I' 4" CHAMFER (I -STORY) 0�-0 JOINT (WHERE • #4 24" W/ 12" ISOLATION 6" CHAMFER (2-STORY) . e APPLICABLE) $ SEE SCHEDULE #6 30' JOINT(WHERE APPLICABLE) • • ULE a SEE SCHEDFOR WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR VkD. BAR 312E N6 39, Z i WAD, BAR ZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST !y AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 42' EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:3/4"=1'-0' , G SCALE:34"=1'-0 GARAGE CORNER BARS DETAIL DOOR OPENING q SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48'-----� LAP TOP PLATE A MIN. OF 49'----..__„ AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING 2x4 OR Zx6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP WALL W/ SYP No 2 STUDS SEE 7' CAPPED I No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE NEW REINF. BAR SPACING. SINGLE BTM. PLATE 129c9' WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. WIFLANGE @ BASE °vi SECURED W/ 2- PART TO BE PT. PROVIDE DEL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO a EPDXY. MIN. EMBED 5 PLATE EPDXY S72" EMBED. MIN. � 16" OC SLAB W110d MASONRY - S', UNO FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 16" O/C STAGGERED. ADDITIONAL METAL H SPECIFICFOR BTM AND TOP PLAT10tlx 1!Z' E ANCHORS W!ATIONS CONNECTORS NOT SECURE FLANGE TO USE AND $ COMMON NAILS FILL1 ALL REQUIRED WHEN NO SLAB W/(4) 1/4" X 21/4" �^ PREPARATION OF 4- 4' HOLES, DO NOT USE tOtl UPLIFT IS PRESENT. w TAPCONS HOLE. x 3" SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE g Off-' +- '-0' ' +_ a-0, TOP OF SLAB=F. TOP OF SLAB 4"CHAMFER(1-STORY)-- —° 6" CHAMFER (2-STORY)"7 LE EQ. EQ. SEE SCHEDULE SIZE T TV FOR VAD, BAR SIZE AND BAR QUANTITY ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL 7 OR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION SCALE: 3/4"=1'-a' (W/ UPLIFT)(NO (8�CAUE: 3/4"=1'-0' UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W! PLAN CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE i PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE T. PLATE TO f PROVIDE DBL TOP PLATE SLAB W/tOd MASONRY NAIL 16, O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO 8" CMU WALL UPLIFT IS PRESENT., POURED LINTEL CONT. (TYP.) 'dp•. 8"CMU FILLED CELL (TVP.) TOP OF SLAB SEE SLAB SCHEDULE 2X WAIL FRAMING -I SEE SLAB SCHEDULE 12" DIA SIMPSON ST82 BOLTS 6" TOP OF SLAB o+ s, m "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND . So' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX y # POURED MONOLITHICALLY WITH FOUNDATION AND SLAB , SEE SCHEDULE E SEE SCHEDULE FOR W.D. BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY , iJJ *J R FOUNDATION WOOD WALL COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO ON�ALE: 3/4"=r-a' (NO UPLIFT) n .BLOCK WALL CONNECTION 1 V SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdealgngroup.com AA #: 0003325 FO rr 6 og SVSDIV. & IAT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODE1. 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: DETAILS 60 MPH EXP. STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND MIN. 1Q' TREAD W. ' NOSE - SPACING REQUIREMENTS o S"CMU WALL z PAVERS o'-a' 04 REBAR (TYP.) a-0' m y - a 6" CMU WALL TOP - .� TOP OF SLAB SLAB SCHEDULE lrZ' RADIUS OR ff a A SEE SLAB SCHEDULE -•_ ° CHAMFER a•. ��- °� [SEE ' 0'-a' SEE] w� � n TOP OF SLAB c• SEE SCHEDULE FOR WxO, BAR SIZE AND BAR QUANTITY <w �o a•.� H m • ,° SEE SCHEDULE EQ. E Q. FOR WAR. BAR SIZE SEE SCHEDULE FOR BAR SIZE AND BAR QUANTITY BAR AND BAR QUANTITY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL INTERIOR FOUNDATION CMU WALL 2 3 4 AT ALL PAVER AREAS SCALE: 1f2"=1'-0" SCALE: 1/2"=1'-d' SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE $ S,^ SPACING REQUIREMENTS BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/ PROVIDE DEL. TOP PLATE 1(Z'19" WEDGE ANCHOR Wl2•' WASHER SET IN HIGH STRENGTH $ AAIL EPDXY 5-1/1" EMBED. MIN. 0 16' $" SIMPSON SPH4 OR SPH6 OC MAX. BTM AND TOP PLATE 6' CMU WALL ANCHORS Wl 10d x 1 1/Z' COMMON NAILS FILL ALL r TOP OF SLAB - a TOP OF SLAB HOLES, DO NOT USE 10tl • x 3' SEE SLAB SCHEDULE +- 0'-0" EXT. PORCH S7�N SEE SLAB SCHEDULE 4"CHAMFER (1STORY) BAR SIZE 46 BAR DIA. m d - ' n TOP OF SLAB -a• W/ 1/2" ISOLAT 6" CHAMFER 2-STORY)18 ( JOINT (WHERE a #4 24" ° APPLICABLE) MATCH STEEL 3a' 'PVC CHASEPER REINFORCEMENT SCHEDULE A6 �HRU DOTING 47, 6' PVC CHASE THRU FOOTING SEE SCHEDULE FOR MD, BAR SIZE MATCH STEEL AND BAR QUANTITY SEE SCHEDULE REINFORCEMENT FOR WAD, BAR SIZE PER SCHEDULE AND SARQUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 scALE: 3/4'=r-0' (W/ UPLIFT) SCALE:3/4"=1'0" jN 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774AO78 www.abdesigngroup.com AA #: 0003325 io U rr� � O Ell p IA XMDM AC LATBBOTT PARK LOT #17 BLK. #9 PltOJECT#L 04181.000-17091 MODELC 3EEB "2260- ELSTON" GARAGE 8WING: RIGHT PACE: DEIIAILS k60^MPH JXP. D TE 05/24/21 SCALE: 1/4"=1'-0" SHEET S1.1B TIE VERTICAL REBAR R TO HORIZATIONAL RGOEBAR W/ 10" HOOK RUTED BOND BM TIE VERTICAL REBAR Jc- VARIES PER ELEV. / .. d 4 TO HORIZONTAL REBAR W/ 10" HOOK ° - GROUTED BOND BEAM N a VARIES PER ELEV. • #5 BARS 10' HOOK 8" -47 ••° `' ° • • a <_ CLEAN OUT REQUIRED �— • �.,- --� a FOR INSPECTION-° - •�A° ° :n 0'-0" FIN. FLR. ea TIE ERTICAL REBAR • °d TO HORIZONTAL •�� a $ REBAR W/ 10" HOOK —` BAR SIZE 48 BAR DIA. X F i #3 18•' #4 24" CMU UNIT DIMENSIONS OFFSET METHOD CONTINUOUS BARBIZE 48BARDIA. O 05 3 #6 36i 6" ARE NOMINAL SIZES #7 42' HORIZONTALNERTICAL HORIZONTALNERTICAL METHOD #3 16' #4 24•• #5 3a g/�/ 3\�MASONRY SYMBOLS * SSCALE:3/4'=T-a' REINFORCING REINFORCING #B 35' 2 #7 42" SCALE: 3!4"=1'-0" SCALE: 3/4"=1'-0" NEW REINF. BAR SECUREDW/2-PART EPDXY. MIN. EMBED 5 8•', UNO FOLLOW ALL MANF. SPECIFICATIONS FOR USE AND J PREPARATION OF HOLE. 1c. AL d d d. STEEL REINF. OF BOND. BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=T-0" 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.607E FAX: 407-774407E www.abdesigngroup.com L AA #: 000332E M g A L-' -LL 19 SUDDIV. ae LOT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODEL: 3EEB "2260— ELSTON" GARAGE SWING: RIGHT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" 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, 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 HILT( X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .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 U-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DESCRIPTION REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE RZEM 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 (psi) WxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 681 MASONRY 3000 Sx16 (1)#5 (1)#5 N/A GROUTED SOLID B82 MASONRY 3000 Sx8 (1)#5 N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F16-1T10M/0B BTM. @ 6'-8" 4 FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.00m AA #: 0003325 -• � b b bill aU13DM to L/OT: ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 UODELA 3EEB "2260-ELSTON" GARAGE SWING: RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH EXP. DATE 05/24/21 SCALE: 1/4"=f-0" m*1r.ET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYR B"xB' 1#5 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 1 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�e #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK PCE STEEL LAHEIGHT. REINFORCING (L2) 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 RFD-,. TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYR 6'x16" 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 11B REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. A e1�0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. o P� FE 8x16 DBL. BOND TOP OF BEAM W/(1)#S SAR BOND BEAM EACH COURSE • 8x8 BOND BEAM TOP OF 30" TYPICAL #5 BAR IN BOND BEAM •\ W/(1)#5 BAR .`; BOND BEAM pF� F = FILLED W/ GROUT 6\p'(�^ U =UNFILLED GROUT SOLID FROM OF OPENING NOMINAL LINTEL TO TOP OF BOND WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTEbt �/c B �16-1T/1LINTEL W/(1)#5 BAR RL2)E NOMINAL LENGTH OF BAR = WIDTH OF MASONRY HEIGHT # OF #5'S, TOP OOR PENING - 7CORNER ION BEAM COURSE 2 BEAM DE REINFORCING OF BOND BEAM SCALE: 3/4'�1'-0" THATXFXXNOE T/MOSINDICATESA DOUBLE BOND BEAM #OF#5'S,BOTTOM 8x8 PRE -CAST CONCRETE LEGNA14 AND XFXX-iT/OMOBINDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1)REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TO AND XUXX -1T/1 M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1TIOM100 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MINtCMUWALL SINGLE BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN H WINDOW SIZE.300 MIN EMBEDM SINGLE BOND BEAM 114") 8" FROM EACH EN AT LOWER ELEVATION 19' O.C. MAX. MIN 1-14 EMBEDMENT #5 BAR BENT AS SHOWN 2X6 (MIN 2 X 3) 2-3/16 T .319, PRE-CAST .AOR DRIVE PIN (MIN SHA WINDOW SIZE.145 MIN HEAD SIZ SILL MIN EMBEDMENT 1 114" SLOPE FROM EACH ENO AND m O.C. MAX. MIN 1-114" va ld EMBEDMENT 4 2XB (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN OPEN FACE SHELL SO SHANK SIZE.145 MIN H AS TO ALLOW BENT SIZE .300 MIN EMBEDMX4 SOLID BLOCKING BAR TO BE PLACED IN 1/4") 8" FROM EACH ENECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEAM EACH CELL HOOKED IN 16' O.C. MAX. MIN 1-114 EMBEDMENTMIN. 2-12d PER BLK. EA END TOP BOND BEAM W/ STANDARDACI HOOK TYPICAL MASONRY WINDOW 7/16" OSB SHEATHING CMUWALL CORNER BARS 3 AT CORNER STEP SCALE: 3/4"=i'-0' SILL CONSTRUCTION 4 -- �A,�:„,�•_,-0„ ARCHWAY FRAMING DETAIL 5 SCALE:34"=1'0 PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL a I - SINGLE #5 CORNER I \ O II ( I / 30x30 TURNED Up ORT URNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM II I it � I�8x8 II CMU PIER / 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 CHANGE IN OF BOND BEAM &ELEVATION SCALE: 3/4"=V-0" �� SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 O b gill, BtMDM & LOT ABBOTT PARK LOT #17 BLK. #9 PIROJECTL/ 04181.000-17091 MODELa 3EEB "2260-ELSTON" RIGHT PAGE: DETAILS 60 MPH EXP. 9:7L&1III let z[01W 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 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 WI 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4' . 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" ° x 2 7/8" LONG, WITH WASHER @ 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY! ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS, 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST W FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE & BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT 4x4 (3 V2k31/Z') HTT4 W! 5W DIA. x 5" EXP. SYP. PT, WOOD POST BOLT r-------- FIRE 1----------I FLOORB—_� 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS i 3/4" PLYWOODI DRAFT STOP �I PRE-ENG. FLR. JOISTS I II 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS SIMPSON LGUM46-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU & (4) 1/4" X 2 1/2" SOS SCREWS TO BEAM q Al II 1I I1 of of of a �u u n n n u n u u u u u It 01 Ii 111 11 If It If it 11 it 11 It It It It it 11 to � -�j II II II it II II II II II II II II II II II II II II II u u n u n n n u n n n u u u u u u n u u n �I�1 It 11 11 11 11 11 11 If it 11 11 II II II II II II II II � I�--ll ti II II II II II II II II II II ''uB1'��''nI'1�IInIIFJ2�I11 n 11 nFJ3u''}- I u n u n u1'I 'IuFJi i t If f- I f 11� It 11 It It n If I1 I�1 11 11 II II it 11 11 u u 1 u 11 11 11 If 11 11 II it II II II II II II II III.11 II II II II II II II n of u u n n n n n u l Ip u) It u n u u u a n u II it II II II II II II II It II II II it II II 1.II II IH1. II II II II II II II II IIII`1211it11111111111111it II II II II II II II it II II11 (t)If ofIII II II II IIIIII 11 II 11 I1 II SECURE 2X12 HDR 11 II 11 it II 1I 2X4 WOOD BEARING �I WALL W/ SYP NO.2 W/(14) 0.148"x 2 V2' IIDBLISTUIIS STUDS @ 16" O.C.. TOP OF WOOD n n u WO I NAILS,, n u I n II II WALL EL. 8'-8". II bmi 5 4 DBLSTUDS HJ7__ .1 1 4 —_— �i J8 1 HJ7 SECURE 2X12 HDR PROVIDE DRAFTSTOPPING TO LBW W/MTS-20 =__ ALONG THIS TRUSS AS TO - -BdL W/(14) 0.148'k 2 1/2" LIMIT AREA TO 1000 S.F. STUDS NAILS PER FBCR 502.12 -- - --------------- x -- SIMPSONHU26W/(4)1/4"X ---=23/4"TITEN2ANCF)ORSTO=-------- �p to n — StltlL EJ4 n SIMPSON HETA 16 W/ (2) 1/2" WOOD PANELS x 9B 10B 3 PRE FABRICATED IJOIST @24Z�O.C. MAX --- FLOOR FRAMING PLAN SCALE: 1/4"= PA" WOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH:407.774-6078 FAX: 407.7744078 www.abdealgngroup.com AA #: 0003325 J 9 � b Ls; m a O q d F i sullmv. & X.0fril ABBOTT PARK LOT #17 BLK. #9 PROJIDCT* 04181.000-17091 MODEIA 3EEB "2260—ELSTON" GARAGE OWWO: RIGHT PAGE: FLOOR FRAMING PLAN 60 MPH EXP. P>�rrT 05/24/21 DATE: sCALM 1/4"=1'-0" SHEET S3 44 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE ® 24" O/C, SUBMIT SHOP "ROOFIWALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" O 1100 UPLIFT SIMPSON A{1) SIMPSON HETA18 TRUSS ANCHOR WITH (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W/10 10d TO 8{2) SIMPSON HETAt6 TRUSS ANCHOR WITH "ROOFAVALLIFLOOR TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", TRUSS AND (4)1/4" X 2 1/4" SHEATHING TITEN 2 ANCHORS TO (12)16d x 1 i" NAILS TO TRUSS (9)10d x 1 �' NAILS TO 6% 6' x 4'-0' MAY BE ADDED DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE" GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3" CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O!C TO FACILITATE ONE C{1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON NOTE: A PT SYP #2 7' x 4", CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (16) 10d x 3 }'NAILS TO GIRDER AND 6", 6" x 4-U'MAY BE ADDED OPPOSITE FACES OF 1441 N. RONALD REAGAN BLVD (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' CONNECTOR UPLIFT TIEDOWN REQUIREMENTS. BLOCK WALL W/1010d TO LONGWOOD, FL 32750 WITH (12) i6d x 3 ' NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR TRUSS AND (4)1/4" x 2 1/4" ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM PH. 407 - 7 40 8 lxZ 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN CONT POURED LINTEL FAX. www.abdesigngroup.com SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) J' x 5" TITEN HD TO CMU AND (12) SDS igngroep.COm 2x SECURED W/ (3)16d }" x 2}" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B{1) SIMPSON FGTR GIRDER TIEDOWN WITH AA #: 0003325 lx2 SECURED W/ 10d TRUSSES ® 24' O/C, 1x2, 2x WOOD FASCIA (2) #' x 6' TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER 17, 0/C FOR REVIEW SEE ARCHITECTURAL C{2) SIMPSON FGTR GIRDER TIEOOWNS WITH AND APPROVAL 2x SECURED2 GALV. COMMOONN NAILS. AILS. () �" x 5'TITEN HD TO CMU AND (18) SDS }'x 3" lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 17. 0/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L;770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) 2" COVER 6 2" APART B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT8885 LBS 12 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 77 MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL ROOF SCALE: 314"=V-W 1a 1b 1c GIRDER CONNECTOR(S) 2a 2b 2c C377 GIRDER CONNECTOR(S) V-a' MAX (WNX4) OR,O'-0"MAX (W/2X4) 314" T 8 G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE 1x4 DIAGONAL BTM.CHORD O p y I I L9 BRACING, SEE �\ PLAN FOR LOCATION 1 MAY NOT BE REQUIRED SERIES BACCKERBL= .� �5/8" GYPSUM BOARD OR I/2"HIGH 1 _- --_-- _-- 1 STRENGTH CLG. BOARD 0'-0" TO 30'-0" (1) "X" BRACE 30' T WITH () "X" PT /7' BRACE CENTER SECURE 2x PLATE SECURE IJOIST TO TOP PLATE LVUIJOISTO BLK W/ 1DIA. w/ (2)12d TOENAILS BACKER BLOCK (2) "X" BRACE DIVIDED EQUALLY 74ANCHOR BOLT W! 7 1x4 BTM. CHORD BRACING 6'-0" 0/C END WALL OR OTHER FROM CENTER TO END. WASHER SET IN HIGH DOUBLE TOP PLATE MAX., OR 214 BTM. CHORD BRACING END TYPE CONDITION, IF 2x WOOD FASCIA STRENGTH EPDXY 6' 10'4" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN SEE ARCHITECTURAL MIN. EMBED. AT 32, OC COMMON NAILS AT EACH CHORD MAX. 2x4 OR 2x6 WOOD BEARING INTERSECTION TYP. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x0 WALL W/ SYP No 2 STUDS SEE P.T. PLATE W/ 12d's 8" PLANS FOR SPACING. SINGLE STIFFBACK (AS PER O.C. MAX BACKERBTM. PLATE To BE PT. ��� BTM. CHORD BRACING TRUSS ENG) CONT. 2x4SECURED PROVIDE DBL TOP PLATE THICKNESS IA UBDM ae LOT:BBOTT PARK LOT #17 BLK. #9 PROJECT 04181.00 —17091 HODE]w " 3EEB , 2260—ELSTON GARAGE DVnNG: RIGHT PAGE: DETAILS (I —JOIST) 60 MPH XP. <2/5"0 SGL. STUD BE USED PARALLEL TYPICAL LEDGER USED SO LONG AS THEY CONFORM TO THE _ OUTER 1/3 OF TO IJOIST FOLLOWING SPAN ONLY 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, WALL AROUND BOLT. 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS HOLE EDGE >5/8" 4!-C'.. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 4'". A -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)10d GALV. COMMON NAILS TO HEADER FL#17241 4, EXP, BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6" O/C. EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES ( �} EMBED SON 0d GALV, COMMON NA LS TO HEADER FL#17241 WEDGE-BOLT/J-BOLT, 5" MIN. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. AS THE ONE ROOF TRUSSESARESTO SPECIFIED, CONCURRENTLY, RLATERAL LOADS DUE TO WIND AND REQUIRE HTT4 W/ SW A.B. WITH V SCALE: 3/4"=1'-0" (2)10d s C EACH TRUSS PROVIDE BLOCKING MIN. T' EMBEDMENT TO BE INSTALLED TO SLAB & (18)16d x 10'-0" O.C. MAX. 1/2° GYP. wL BD. zan° NAIL' To POST., PERPENDICULAR TO I -JOIST SEE SHEET S1.1A FOR POST TO SIT DIRECTLY ON SLAB (2) 2X12 NAIL SIZE AND PATTERN TRUSS B% OR B' 24^ MAX. W/ 24" Mt(2) V MAX, END SYP. P.T. SEE SCHEDULE FOR 3°�T� JOIST WSPACING FRONT BOND BEAM REQ. SEE FRAMING PLAN LEDGER TYP. T n• y ° W END E b 60 e e LEDGER • • ° a • • ° • .• •°.o LL w e BOARD 1% b b (2) 2X12 SYP P.T. 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR I -JOIST CONNECTION @ L.B.W. LVUWOOD POST CONNECTIONS BE USED PERPENDICULAR W/2"WASHER85112 LEDGER &PBLOCK WALL W/ GABLE END SL:=WITH I -JOIST MIN. EMBED. (TYP) SCALE: 3/4"=1'-7 (NO UPLIFT) PARALLEL TO I -JOIST RE-ENG D TRUSS (2) 2X8 24'MNC W/ 24"MAX. W/ WMAX. END SYP. P.T. T JOIST JGIST SPACING FRONT i SEE FRAMING PLAN TYP. TYP LEDGER END OF io °w LEDGER /y. NOTCH DEPTH 1/4°D d s e BOARD °w 4 HOLE EDGE>56' THE USE OF ALTERNATE MATERIALS MAY BE 2X8 SYP P.T. 1/4"X6' TAPCON �SY m HOLE DIAMETER LEDGER BOARD TO W/ W MIN. EMBED REAR C-SIMPSON MIU3.56/16 G <2900 LBS, U < 210 LBS W/ (4) 314'" WEDGE-BOLT/J-BOLT, 6'MIN. EMBED (24)166 GALV. COMMON NAILS TO HEADER AND (2)10dxl-l/2" GALV. NAILS TO JOIST FLOOR JOIST LEDGER SCHEDULE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO � A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FL#17241 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE MARK SIZE BOLT SIZE mN. ETD MBTANCE CQ4IRALBPAcm BTM. HOLE DIAMETER D - SIMPSON HHUS7.25110 G <4140 LBS, U < 1610 LBS W/ (8) 3/4"° WEDGE -BOLT -BOLT, 6' SUBJECT TO Fl AND F2 FORCES. PLATE <3/5'O DBL. STUD MIN. EMBED (16)16d GALV. COMMON NAILS TO HEADER AND (10)16d GALV. NAILS TO JOIST Q, q DOUBLE SYP 20 1 1/4" 1 8" 24" O!C MAX. B DOUBLE SYP 2xl2 (2) 3/4" 8" 24"NO O/C MAX. E - SIMPSON MIU4.75/i6 G c 3455 LBS, U < 210 LBS W! (8) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. 23 FL#17241 A. FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 6" TAPCONS W/ MINIMUM 3" EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3W x 10" EXP. BOLT/J-BOLT/TtTEN BOLTS DA 05/24/21 W/ 5-1/7' MINIMUM EMBEDMENT STUD NOTCHING WOOD LEDGER C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS SCALE: 1/4"=V-0" AND BORING LIMITS �„� ATTACHMENT DETAIL �„�WOOD LEDGER DETAIL (I -JOIST �41ALTERNATE MATERIALS eHEET 8 SCALE: 1 1 T=1'-0' SCALE: 3/4"=l'-U' I V 1 I ` H SCALE: 3/4"=1'-(Y' SCALE: 3/4"=1'-0" ►.J JJJ...... ..CA11 SIMPSON H6 W/ (8)8d COMMON NAILS 2x STUDS SIMPSON H6 W/ (8) 8d EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE' OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. ]JOIST LVL PLATE STRAPS W/ 10d x 1 12"HDG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL 2 SCALE: 3/4'=T-0' #8 WOOD SCREWS STAGGERED AS SHOWN DBL. 2X8 SYP #2 LEDGER. SEE FLOOR JOIST LEDGER SCHEDULE, 101S3.1A 8" C E WALL T. ; REINF. PER PLAN }" X 6" 7APCONS ;p :,r PER ELEVATION (JOIST (SEE rc? FRAMING PLAN) PER ELEVATION 2x4 P.T. CEILING 2C MAX NAILER W/ MASONRY NAILS ®1r' O.C. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL , TO EXTERIOR WALL �SCALE:34"=1'-0 #8 WOOD SCREWS x 2' LONG @ W O.C.; STAGGERED OFF CENTERLINE W4" AS SHOWN 8" CMU WALL REINF. PER PLAN ;1. PER ELEVATION v WOIST (SEE N z FRAMING PLAN) PER ELEVATION (2) 2x4 P.T. W/ .''+ MASONRY NAILS DBL 2X12 SYP #2 LEDGER. SEE J . BOLT SCHEDULE, 10/53.1A. 17. O.C. y 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PERPENDICULAR 1 TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4"=l'-0" PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PL. PRE-ENG AT FIRST TWO BAYS 4'-0" O.C. (AT PRE-PREWOOD SHEATHING SEAMS) (BLOCKING SEE SCHED. BELOW ROOF TRUSS NOT SHOWN FOR CLARITY) TRUSS (TYP) C 24" O.C. MAX 0 2X4 DIAGONAL BTM. CHORD-VATION BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 216 PT. PLATE TO BLK WJ TRUSS PLAN TRUSS TO TOP PLATE 5/8" GYPSUM BOARD OR 1/7' HIGH W/ 12" 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 32' OC MAX. B - (2) SIMPSON MT812 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d's W O.C. MAX GALV. NAILS EA. STRAP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE CONNECTION FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE PROVIDE BLOCKING 0• SIMPSON SPH4 OR SPH6 BTM 12" GYP. WL BD. ANO TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE BT. PLATE TO SLAB W/ CONS. SECUREDtOds®EACH FILL ALL HOLES, DO NOT USE 12'Sc9" WEDGE ANCHOR W/ 2' 10dx3„ WASHER SET IN HIGH STRENGTH TRUSS/WOOD POST CONNECTIONS TOED TRUSS TO BE INSTALLED 10'-0" O.C. MAX. EPDXY 5.12" EMBED. MIN. C 16" 1 0a 10b 1 0c OC MAX. SCALE: 3/4' T-0" GABLE END BRACING W/ PRE-ENG � GABLE TRUSS @ CMU WALL •' TO POST 0 SCALE: 3/4"=7F °^. a•,. 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-PLY-SIMPSON VGTMDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4'k3'SDS, (1) 5/8"° A.T.R. TO HDU4 AND (10) 1/4" X 2 12" BIDS TO POST TRUSS CONNECTION @ L.B.W. 9a 9b POST TO SLAB CONNECTION SCALE: 3/4"=l'-0" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W/ 5/8 DIA x W EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 W/ SM DIA. x 6" EXP. BOLT C_SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/8" A.B. WITH MIN. 7" EMBEDMENT TO SLAB 8 (26)16d x 2-12" NAILS TO POST, 1441 N. RONALD REAGAN SL LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngmup.com AA #: 0003325 El a rim atMDlV & LOOT ABBOTT PARK LOT #17 BLK. #9 04181.000-17091 MODEli 3EEB "2260-ELSTON" GARAGE ar►MG: RIGHT PAGR: DETAILS (I -JOIST) ya MP 29'-B" JUN SECOND FLOOR DECK PLAN SCALE: t/4" = t'-0" o 21'-5" 4 0 S2. '4 do N v 0 TOPS'' OF DECK $ a q i - � OPEN ,-- i '4 w N v 2'$" 9'-0" 8'-t 0" 29'-5" 1441 N. RONALD REAGAN BWD, LONOWOOD,FL32760 PH: 407-7748076 FAX: 407-7744078 www.a4designgroup.com L AA 8: 0003326 � 0 0 rr O SVHDIV. Ae LOT: ABBOTT PARK LOT #17 BLK. #9 PROJECTp 04181.000-17091 MoaErt 3EEB "2260-ELSTON" GARAGE arvsrra: RIGHT PAGE: SECOND FLOOR mP PLAN E 2021 n 5/24/214"=1'-0"4 DBL. TOP PLATE CONT. 6Z LAPTOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON Zx HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. Q AND QUANTITY PROVIDE 1x IS BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/7' PLYWOOD INSTALLATION. PROVIDE 12" FILLER(S). NAIL ALL TOGETHER PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, q ALL TOGETHER W/ 16d b 2-ROWS, 6' O.C. COMMON NAILS, 2-ROWS, 6' O.0 SHORT 2x STUDS BETWEEN HEADER ABOVE AND ® FRAMING DIRECTLY ABOVE (1) 2x8 FLAT TOE NAILED TO 3W DIA. x 8" MIN. EXPANSION WINDOW JACK STUD I NAILED INTO BOLT W/3x3OVERSIZED INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16' O.C. 4" MIN. CONC. EMBEDMENT SECTION A FILLER BELOW W/ -A R40 ' COMMON NAILS, 6' O. O.C. I ® SHORT 2x STUDS BENEATH WINDOW SILLS 2.6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE 1/7' PLYWOOD FILLER($). NAIL 2x MID -HEIGHT BLOCKING b ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS COMMON NAILS, 2-ROWS, 6" W/ (2)16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END 4 u SIZE AND QUANITY PROVIDE Ix WOOD FILLER(S). NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6" SIMPSON H1OA W/ iOd x 1 12" O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB TOP &BOTTOM 4'-0-MIN, TOP PLATE SPLICE STUD PLATE TIES W/ IOd x 1 AND NAIL WI 16d COMMON 1/2" GALV. COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE T ' 3" LONG NAILS e ' BTM. MEMBER OF TOP — I —Hq JI PLATE SPLICE MUST LSTA18 WI l0dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 4" NAILS. APPLIED TO INSIDE FACE (1) 1 FLAT TOE NAILED TO TY, . ONLY FL#17244 _ JACK STUDS EE SCHED OR # STUDS UNDER HEADER SEE SCHED - FOR # FULL HEIGHT 2x STUDS 4" 1O TYP. I 4" 3X3 OVERSIZED WASHERS PLACED TYP. �f"�F 37' O/C 6' MIN CONOEMSED. TYP. 16'MAX. PROVIDE (3) STUDS CORNERS LAP TOP PLATE MEMBERS PLYWOOD SHEATHING, SEE "ROOF/WALIJFLOOR SHEATHING FASTENER SCHEDULE" C1 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d NAILS EACH END 16' MAX. (3)112 HEADER PROVIDE DBL. TOP PLATE 1/Z' PLYWOOD FILLER($). NAIL ALL TOGETHER Wl 16d CONT. COMMON NAILS, 2-ROWS, 6' — — O.0 2078 2x1W6 bft (5) 1 STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, S' O.C. LAP TOP PLATES AT CORNER, (4) 1 STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. NUMBER OF HEADER STUD SUPPORTING HEADER ON EACH SIDE NUMBER OF KING STUDS EACH END OF HEADER SPAN HEADER SIZE (2)2x6 (3)2x6 (2)2xNIX4121II4 (3) IS)2x10 (3)2x10 (2)2x12 (3)2x12 STIR 8PA0N0o18'0.0. gND> ACN002P0.0. 0-2ft a N O a 2 2x4 2 2x4 2 2x(3) 14 SPAN KINGS SPAN KINGS 2x6 (2)2x6 ()) (2)2x6 (2) 6 (3) 3-4ft 0 - 2ft 3-4h 1 2 0 - 2ft 3-41 1 2 Dc4 2.4 2 2x2 2x4 3) 2x4 () 4 16 2x2)IS (2)2x6 ()2x6 (2) 5- 8ft 2x4 2x4 2x2 2x4 2 2x4 2 2x4 2 2x4 5- 6 h 3 5- 6 ft 2 (7.8ft 3 7-8ft7-8ft 2x4 2x4 2x2 2x4 2 2x4 2 2x4 2 2x4 90ft5B-10h3 (2)2x6 9-10ft 2x4 2x4 2X2 2x4 2 2x4 (2)2.4 2 2x4 10 -12 ft 5 10 -12 ft 4 2x6 DB 2x6 2z 2x6 2x6 2x6 10 - 12 ft 14 2x4 14 1414 2 2x4 2 2x4 2 2x4 1 IS IS TYPICAL EXTERIOR WOOD FRAME 0 WALL CONSTRUCTION DETAIL SCALE: 3/4"=V-0" NAIL STUDS NAIL s I UUS TOGETHER W/ TOGETHER Wl 12d 0 12'O.C. 12d ® 1Z'O.C. PROVIDE (3) STUDS PLYWOOD SHEATHING, CORNERS LAP TOP SEE"ROOFANALL/FLOOR PLATE MEMBERS SHEATHING FASTENER SCHEDULE" PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" C2 J�9_ If EXTERIOR /WOOD PLACE 30# ROOF FELT BEHIND SCALE: 1 1/T=1'-0" VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 12" DIA. SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 8" FROM ENDS AND 16' O/C, VERTICALLY MAX NAIL STUDS TOGETHER W/ 12d ® 17' O.C. SHEATHING ON NTERIOR OR B IEXTERIOR OF WOOD WALL (2) 1 TO BLOCK ON 2x8 & 2x8 WALL 1Q" DIA. SIMPSON TITEN BOLTS 5" MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 16" O/C, VERTICALLY MAX 117 16' MAX. PROVIDE (3) STUDS C CORNERS LAP TOP PLATE MEMBERS 16" MAX. D PROVIDE (3) STUDS 0 J CORNERS LAP TOP PLATE MEMBERS NAIL STUDS J U N TOGETHER W/ 12d012- O.C. PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" C3 A (1) ITO BLOCK ON 14 WALL PLACE 30# ROOF FELT (2) 2x TO BLOCK ON IS & 18 WALL BEHIND VERT. STUDS SO AS TO SEPARATE WOOD AND MASONRY/ CONCRETE(TYP.) 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 91# C dR a r W z O 23'-4" , 7'4" 114" 7'-8" Lil rn N N Y tV M a 0 M m '29 N 4 Y m 5.411 9-4„ JJ SECOND FLOOR DOWEL PLAN SCALE: 1 /4" = 1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.00m L AA S: 0003325 964 A 1 I I L MGM & LOT ABBOTT PARK LOT #17 BLK. #9 PROJECT* 04181.000-17091 MODMU 3EEB "2260-ELSTON" GARAGE BWMC;: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 JJPH EIT, FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 112" HDG 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 1 112" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 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 HILT[ 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 6 DESCRIPTION REMARK O(2)2x6 (2) 2X12 BEAM SCHEDULE gZaMM 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 rc (P-I) VVxH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING B81 MASONRY 3000 8x16 (1)#5 (1)05 N/A GROUTED SOLID BB2 MASONRY 3000 6x8 (1)#5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES o I� g 8F8-lT/OM/OB 8F8.1T/OM/OB LINO PROVIDE BB2 WHERE ROOF TRUSSES BEAR. TOP OF WALL EL. IT-4" UNO _e r t a GT g a� GT r; 8FS-1T/OM10B 8F8-1T/0M/0B d 151111 EC SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003325 9 04 LLI sUBDIV. & LOT ABBOTT PARK LOT ##17 BLK. ##9 PROJECT# 04181.000-17091 MODEU 3EEB "2260—ELSTON" GARAGE swING: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 60 Imil H E racaara 05/24/21 DATE: ECAL C: 1/4"=1'-0" 8HERT 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) 1Dd x 1 112" HDG 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 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 0'4", 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 2.6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST B' FROM THE CENTER OF THE COLUMN. ROOF FRAMING PLAN SCALE: 1/4" = V-0" 0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aldeslgngroup.com AA #: 0003326 A aUHDIV e. M71 ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 HODELA 3EEB "2260- ELSTON" GARAGE STUNG: RIGHT PAGE: ROOF FRAMING PLAN 60 MPH MR. GABLE END -IF -� ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (7120) ZONE 3 = 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 (i DO.80) ZONE 2r = 82.90 PSF (92.90) "A'= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: 'C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40/20). FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING)SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS OR' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM 10d RINGSHANK, 212" 0.131 F1667 SCREW SHANK 170 000 RING (16-20 RINGS RSRS-03 Btl RINGSHANK, 23/8" 0.113 F1687 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 23/8" 0.113 F1667 SCREW -NAILS RSRS-01 nnr $ cn vlx I rcvaa ROOF SHEATHING EXTERIOR SHEATHING c7 Z 0 USE 1/ZCDX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" 9 r3 O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 p 5 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT &'O.C. AT w INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED I I I I PER MANUR SPECS.) SEE DETAIL. * BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ROOF SHEATHING ATTACHEMENT SPACING ZONE 1: 10d NAILS G 4" O.C. ON EDGE AND 6" O.C. IN FIELD HD. GABLES -DROP GABLE END & (1) ADD'L DROPPED ZONE 2e, 2n, 2c 10d NAILS (814" b.C. ON EDGE AND 4" O.C. IN FIELD TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING Q ZONE 3,3e, 3r: 10d NAILS G 4" O.C. ON EDGE AND 4" O.C. IN FIELD 16"0.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING C 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS 2/ NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 BE RIN T-I GI.NNAI1919 P"OC. TOP 8 BOTTOM EDGES y 49 Z z Y W ?d Z O to . TYP. EXT. SHEATHING ATTACHMEN �a 8L M So 9& 1. RING SHANK GUN NAILS SEE 'ROOF SHEATHING ATTACHMENT" TABLE FOR FIELD SPACING . �#8 Z' DECK SCREWS 0 6'-8' O.C. MAX G EDGES & 17O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING` TYP. 34' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED N CONCRETE SHAJL CONFORM TO ASTM C33C33M MAXIMUM AGGREGATE SIZE SHALL BE 3/4'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 8%AIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NON -BEARING WOOD WALLS TOP PLATES S STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOTSHONM ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2020, 761 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFEPED 3M'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/602-18 NISI SPECIFICATION FOR THE DESIGN OF PROVIDE 649L CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIABS04-GROUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 AND AISC SPECIFICATIONS DRAWINGS SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION,'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT 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 ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS, WELDED WIRE MESH, SHALL BE ASTM AI064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE *NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND 3LA8-0N-GRADE THICKNESS i0 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 SA815M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE N AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS; W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWN S 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 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pet TOP CHORD +lo -c-nt REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: 04 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 pet BTM CHORD -non #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1990. 15 pef TOP CHORD 20 PBf TOP CHORD (7 pef w/ASPHALT SHINGLES) (10 pef w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Pat BTM CHORD 5 paf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 OpBi MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 pV WIND: DEAD LOAD SPEED MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (NICE 020) EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tO BIT BLE(FBC ATTIC UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pef, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: BOOM PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OM: 4 VEHICLE GARAGES: SOpef, ROOMS OTHER THAN SLEEPING ROOM: 40pcf, SLEEPING ROOMS: 30ps[ STAIRS: AGE N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40ps1 MASONRY: PUN SHORING 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 SHALL 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 BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM 0-90, GRADE Pm= 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH IT WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3 /6' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 101. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/e" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREATALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS RAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M, Fy = 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE A500/A500M, GRADE B, Fy = 46 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M, GRADE B, TYPE E OR S, Fy= 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLLMP SHALL NOT EXCEED F WN PRIOR TO THE ADDITION OF PLASTICIZER $HALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C9VC94M OR MEASURING, NIXING TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS $HALL BE TBB:STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE LOX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY 70 NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE, REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATION$): 8. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-1/1' FOR #3 AND SMALLER 7 FOR A8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1R' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE NDOW AND DOOR BUCK FASTENERS FASTENER APPDCATDN 92E SPAgN3 APPLICATroN IRE TYPE ePAOIND REMMKS 1-TFURPoNOTO MP90NRTIq]NC. G-ff HIJ1pENE0 WIL ?LONG. 9'OC o-EDOIXt- OMASONRYAVNC. I-TAPNNMA9]NRY NO WASHER FpSTEtER BOG 11?EMBED. 2'END DST., II?EDGE OBI. SGD, AL. IXi. OOOR9 CAGE HARDENEDCgL B-. NINDOVADOOR/FASTENED OgRAOEDOORBUG( ��� 1?HER IXPgNSION BOLT 1S'd'C 13,P dN a"EMBED.,x" END013T.. tx PT, SEE NDTEB NNL 11?LONp. STPAGERED INTO MASONRY,CONC. iO MIBONRY/WNO B 2x'OIC It?dA) 9'EDOE pSi. W1NDdw- C0.SEHARDENED-1 B'olc WNDONMD]OWFgeTENED METu eTRM To CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NOTES NAIL 11IY LO IT-ERED INTO MASONRVICONC. Mg50NRYl CONO REQUIREMENTS IXT. SWING DOOR ( y1S°dA. RAPCON IS OF 1N2'..ED, S" E. NONEEARING WOOD 1?° EXPPNSION <'EMBED.I- 2<olC BUCN2xPT,SEENOTES WASHER FPSTNER DST., 11/2'EWE DST. WILL TO CONC. SLAB WI WASHER BOLT dSi., 3' EDDE DST. 2x PT W1:LO 'UG1t 0.13&°PPE x21/S' B"QC P'END OS .1- P OBTEEL COL.. BEE L.yL�ER STgOGEI>EO EDGE CIST. NOTED '"NOTES iSTAPLES 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 I OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT$ X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2z MEMBERS ARE SECURED W/ TAPCO14S OR PAF TO THE SUBSTRATE, j 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeBigngroup.Qom AA #: 0003325 Big It G O Ila 411,1181,15 119 SVHLIIV. & L.OT ABBOTT PARK LOT #17 BLK. #9 PROJECT# 04181.000-17091 MODEL' 3EEB "2260-ELSTON" GARAGE 9tMING: RIGHT PAGE: DETAILS 60 KH DATE: 05/24/21 SCALE: 1/4"=1'-0" >dFiEET S N1 4. © TRIM NAIL INSTALLED THROUGH - FASCIA @ 16" O.C. MAX 7D STAPLESINSTALLED- THRU SOFFIT AT NAIL HEM AND IN VALLEYS M L DETAIL A FASCIA 70 STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETEIMASONRY) BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING [BY RUSS/JOI FASCIA WOOD OTHER BOARD BY OTHERS (DSTAPLES INSTALLED EMB THRU SOFFIT AND 1X2 WOOD BATTEN J-CHANNEL AT NAIL A(In O HEM AND IN VALLEYS STAPLES INSTALLED lr-�OFFIT(D 12" O.C. MAX (INTO 7DMOD) IN J-CHANNEL J-CHANNEL DETAIL B SLOT }" MAX. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR WOOD BATTEN 10 10d NAIL AT EACH -STAPLES INSTALLED 70 TRUSS/JOIST/ RAFTER THRU SOFFIT AND LOCATION NOT TO J-CHANNEL AT NAIL HEM EXCEED 24" O.C. INTO AND IN VALLEYS FRAMING #8X3" WOOD SCREW OR -TAPPING SCREW, 7OSTAPLES INSTALLED BATTEN ATTACHMENT THRU SOFFIT AND FASTENER SPACED 24" J-CHANNEL AT NAIL MAX. O.C. HEM AND IN VALLEYS J" MAX - 4l - DETAIL D O STAPLES INSTALLED, J-CHANNEL THRU SOFFITAND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT --"I 30 J-CHANNEL J' h DETAIL E J-CHANNEL TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION —SPAN V--i. i� SPAN %L- . SEE DETAIL'A'— SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL, FASCIA (d FASCIA END SAVE WIDTH (ROOF OVERHANG) CONCRETE; CMU OR WOOD SEE DETAIL UD SEE DETAIL'E'— — EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END (D 11 1X2 WOOD BATT I 2X2 WOOD BATTEN 10 (D S NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.G. STAPLESINSTALLED 12" O.C. MAX (INTO O WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 3Q J-CHANNEL f, DETAIL C J-CHANNEL /RAFTER BY OTHER 2-1l4" INSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" Og MAX O.C. STAPLESINSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" 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. 13.519 EAVE WIDTH# �f#-?jr 375 .375 (ROOF if #� .4 3.625 3.625 3. OVERHANG) .5 \ 08 .0 12 `CONCRETE; ,A CMU OR WOOD �� (NOTE:1) DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407.7748078 FAX- 407-774-4078 www.abdeslgngroup.com AA #: 0003325 J ISO Q 8UODIV. Ac LOT: ABBOTT PARK LOT ##17 BLK. ##9 PROJECT* 04181.000-17091 MODEL: 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: SOFFIT DETAILS 60 MPH EXF. 3Z A AR DATE: 05/24/21 8CA1E: 1/4"=1'-0 SHEET SDZ ro ZL Ll ft L