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HomeMy WebLinkAbout7380 Sail Clover Ln99 2260-3EEB--E-LSTON �9 ALL WORK SHALL COMPLYWITHREVAIL NG CODES FLORIDA BUILD NATIONAL ELECTRIC CODE, AND THECvTy OF 7-EPHYRHILLS ORDINANCES H O M E S REVIEW ®ATE IFEg 0 3 2 GIT�( QF ZEP��RHIL PLAN EXAM 12602 TELECOM DRIVE, TAMPA, FL 33637 Tool: (813) 740-9720 Fax: (813) 74.0-9715 ` STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -Fg0>E= DUv� ABV. ABOVE LAV. DATE DESCRIPTION DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 /UMN 7m =O l2m) -� LUCIIL AND ��� CbDES -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC MIND SPEED - VB1t=160 MPH Yasd=124 MPH :EXPOSURE -EXPOSURE - C RESIDENCE - .2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES LAVATORY A/C AIR CONDITIONING CUM. LUMINOUS ADJ. ADJUSTABLE MG MEDINOU CABME ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD M.T. MEIALTHRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL. METAL CLG. CEILING N.T.S. NOT TOSCAIE CLR. CLEAR G.0 ON CENTER CONC. coNCRere PL PROPS.ERTYLME CPTT CARPET CERAMIC TIE PHPHONE�� D. DRYER PLT. PI.ATF. DBL. DOUBLE PLYWD. PLYWOOD D.G. DUALOLAZED PIL PAIR DIA, DIAMETER P.T. PRESSURE TREATED m1/mni -STORY CI-U CONVERSION ARCHITECTURAL SHEET DESCRIPTION OwAs CID GET ISSUED PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FIRST FLOOR PLAN PG AlA—STAIR SECTIONS & DETAILS PG A2—SECOND FLOOR PLAN PG A3H—ELEVATIONS 'H' FRONT & REAR PG A4H—ELEVATIONS 'H' LEFT & RIGHT PG E3—FIRST FLOOR ELECTRICAL PLAN PG E2—SECOND FLOOR ELECTRICAL PLAN mam 2011 FCC UPDATE 02/M STONE ELEVATIONS ADDED miens CONSTRUCTICNDOLVENTGIGSUED ��� FOOTING REVISION PER M. DOILES �� INCORPORATE I -JOIST DETAILS t FRAMING PLANS PER EOLES 01" CONSTRUCTION DOCUMENTS RE -ISSUED mSAmn6 COLLARD DETAIL REVISED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS DP. DEEP R.A.G. RETURN AIR GRILL DR DOOR REF. REFRIGERATOR D.S. DOWNSPOUT RM. ROOM DTL. DETAIL R.O. ROUGH OPENING D.W DISHWASHER s.c. SOUDCOREEXFDR PG P1—PLUMBING PLANS PG Mi—FIRST FLOOR MECHANICAL PLAN PG M2—SECOND FLOOR MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS Omen% DETAIL- 'ADDING CAR TO BOND BEAM' ADDED TO 512A ` STATE OF FLORIDA PROFESSIONAL ARCHITECT: SQ, FT. CAi.C. S TRUSS IDS ADDED TO FRAMING SHEET 02 02�g AIN PLAN MAINTENANCE IST FLR LIVING wl Sa FT. 0 OIA REVISED LINTEL SIZE • ENTRY ROLAND A. ABOUCHACRA AR No. 93723 2PD FLR LMNG 1�53 SCi FT. TOTAL LIVING 226m SC!. FT �/� GARAGE 03 Iba FT. ENTRY 64 SQ FT. FA. EACH S.D. SMOKE DETECTOR ELE° ELEVATION S.„ SINGLEHDm EQ. EQUAL Siff. SHEET EXH. EXHAUST SLITHO. SHEATHING EXT. EXTERIOR SHWR. SHOWER FG1FX FIXED GLASS Sim SIMILAR PG D3—DETAILS PG D4-PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS m4/25/l9 IPDATEDLEDGERBOLT8U2i46PACNG ObQV18 ADDED LED LIGHTS • KITCFEN / BATNROGMS PER MARK BOLES ftUAI LEDGER BOLT SPAWNS REVISED Ip g ADDED ISM LAYOUT A.B. DESIGN GROUP, LLC. L 441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 TOTAL 2,iii SO FT. Sklm' PATIO Sm SO. FT. F.G FDELGAS SL SLIDING FM. FINISH SL GL SL nMG GLASS FIR. FLOOR STD. STANDARD FLUOR. FLUORESCENT STD. SHEAR WALL FR. DR. FRENCHDOOR SECTION FTO FOOTING TEMP. TEMPEREDGLASS GA. GAUGE THK THICK GAR. DISP. GARBAGE DISPOSAL T.O.C. TOP OF CURB O.F I. GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE TOP IOFSIAB 7NTERR07•I'EA TYP. TYPCAL GL. GSS TYP. LA PG WA3—WALL ASSEMBLY DETAILS PG WA4—WAL1 ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS MWO REPLACE USP CONNECTORS WITH SI1FWN CONNECTORS 03AVWo REVISED DETAIL ON SHEET D2 OPT.V-m' CLG. HAT. OS/ml/!m REVISED STAIRCASE AND STAIR SECTION DETAIL me/2MO PANTRY DOOR REVISED TO 2.6 OPT. W-V CLG. HST. m I ,�®FEICUPDATE STRUCTURAL SHEET DESCRIPTION H.B BD HOSE GYPSUM U.N.O. OTHERWI ELESS � H.C. HOLLOW CORE V.P. VAPORPROOFOF HUR. HEADER W. WASHER HOT. Oft ITT HEIGHT W/ WITH INSUL INSULATION WD. WOOD m'J�RI ADDED SOFFIT DETAILS PG Sl —FOUNDATION PLAN PG S1.lA—DETAILS PG SLAB —DETAILS PG 51.2—FIRST FLOOR DOWEL PLAN DRAWING � CONTRACT DOCUMENT REVIEW BY BUILDER THE BUDDER ASSUMES, ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. MT INTERIOR wnw. WINDOW W/H WATER HEATER W.I. WROUGHT IRON PG S1.2A—DETAILS PG S2—FIRST FLOOR LIFT BEAM PLAN AND NOTES ANY ASPECT OF THE CONSTRUCTION UN D IS DESCRIBED IN THDRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETARJNG OR EXPLANATION IN PG S2.1A—DETAILS PG S2.2A—SAFE LOAD TABLES PG S3—FIRST FLOOR FRAMING PLAN ORDER TO BUILD THIS PROJECT BASED ON THIS PG S3.1A—DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. PG DETAILS S PG S4—SE—SECOND FLOOR DECK PLAN PG S4.lA—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 TADS 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 CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE PG SNl—DETAILS PG SDI. —SOFFIT DETAILS ONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeaigngroup.mm AA #: 0003325 q q as SUDDIV. & LAT ABBOTT PARK LOT #10 BLK #13 PHASE: 4B P1tOJMCTp 41 1.04B-1013 MODffiI. 3EEB "2260-ELSTON" GARAGE OWING: RIGHT PAGE: COVER SHEET 160 MPH EXP. C GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) . ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR H T C HALL 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, 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 R3025.1: 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 R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 KM SHEET STEEL 1" MIN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROMTHE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 /8 4NCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIM M F 30BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES" TMR 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1, NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: 1. 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. MNIMUM NAILING PER CHAPTER 6 WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING ORCUTTING OF FRAMNG MEMBERS SHALLCOMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL,SEE RO /WALUFLOOR SHEATHING FASTENER . OF SCHEDULE ON SHEET SNi 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MNIMUMAREA SHALL BE 8 FT . SQ. PLUIRlS1O 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 Y:' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 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 P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P29D3. 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 COVENIM08 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 FS WHI 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,12' 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-C 1063-19a & 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-C1063.19aAND R703.7. FIRE RESISTANT CONSTR xim 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 CEILPM 1. EXTERIOR CEILING TO BE 12" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 12' 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) . CONSIRUMON OBSMATXIN CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS 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. EXTEROR 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: 09/08/21 (CM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesWigroup.com L AA M: 0003325 , 0Az S1unDIV. at LOTI ABBOTT PARK LOT #10 EILK #13 PHASE: 4B PRO.TMCTAL 41 4 - 013 moDula 3EEB "2260-ELSTON" OAI-AOa 8WnMt RIGHT PAOiR: GENERAL NOTES 160 MPH EXP. C 2e D � 10/28/21 SICALXI 1/4.7-0" wHzzT GN FIRST FLOOR PLAN SCALE: 1/4' . P-0' EXTERIOR MASONRY WALL BRG. WEIGHTS 8'-0' BRG. IT-4' OR& INTERIOR LOAD BIGG. WALL SQ.FT. CALC.S 15T FLR LIVWx 80T SQ FT. 2ND PLR LIVING 1,353 Sa FT. TOTAL LN 6 27ia0 SQ. FT. GARAGE 453 60. FT, ENTRY 64 60. FT. TOTAL 2,111 SQ FT. 8kl®' PATIO 80 BQ. FT. 00MUMANDCLA MMDLOAD MW WD SPOOMFOR $WOOID Q= ollQ saw ME NINLfNNDva MAW NO TVFE FOOTAGE MIN. WINDOW 10 5 31/40 CRITERIA EXTERIOR SWING IS 5 36/-41 DR. MIN. CRITERIA SL+.D. MIN. 41 5 34/-43 CRITERIA 16010 O.H.D. 112 5 31/-35 12'xq' SOFFIT I 5 313/-4" BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT - t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 22'-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. COMOLDA19VA" NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR UY 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 LEGS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR WONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MMI) THICK, OR 20-MNITE FIRE -RATED DOORS. -THE GARAGE $WALL BE SEPARATED FROM THE RESIDENCE A ITS ATTIC AREA BY NOT LESS THAN W(I21nn) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS BY NOT LESS THAN 4b'(15.9mn) TYPE X GYPSUM BOARD OR EQUIVALENT. -UNDER STAIR PROTECTION: ENCLOSED ACCE0615LE SPACE UNDER STAIRS SHALL HAVE WALL$, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 NCH GYPSUM BOARDS. FOCR 2020 (TTW EDJ 302.1 1441. N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.eom L AA N: 0003325 A q L s r 0 avaDz<v ae LIT: ABBOTT PARK LOT #10 BLK. #13 PHASE: 4B PIROJ10cTA1 04 1.04B-1 131 moD1SL' 3EEB "2260—ELSTON" GAaAGM 8WXNG: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C of ROLMV A ABOUCJiAfRA L AR NO 9SM A DA IM 10/28/21 acw X. 1/4"=Al 1'-0" >s1ill:ST V _ 42' HIGH HALF WALL W/ CAP r2)2xR HEADER r2) LAYERS OF 5/4' PLYWOOD SEE FRAMMa PLAN OR e2) LAYERS OF 3/4'" FLOOR MATERLAL RIPS FOR 2x4 " BLO BLOCIGMGt SOLID NAILING SEE PLAN SECURE TREADS TO STRINGER S/4' T*G &AS FLOOR W93M 3' SCREWS • EA [e3l GLUED 4 SCREWED STRINGER UNTHREADED SNANC PER FASTENER TO EXTEND BEYOND TNKXNED6 SCHEDULE - OF GILD -FLOOR "ATHMa - - _ W-4 3/4" 2ND FIN. FOR / THE CLEAR SPACE BETWEEN / SEE THE HANDRAIL AND THE WALL "20 — — — — a'-m' BRG. HGT. MIN, SHALL BE NO LESS THAN 1 1/2' / HANDRAIL • 36' AS PER FBCR R311.1.82 PRE-CNa'D FLOOWNG SYSTEM V 2X4 RE'IPPORCING / C tone FLOOR FRAMING SFEET) / 1' MAX. r2)2"HEADER ON FRAMMa PLAN NOTE: N051NG / HANDRAIL ENDS SHALL BE m / STTAAI S MUM TO CONFORM TO FBCR RETURNED TO THE WALL OR a w w U Z z 42' H. In Jf NTH EDITION r2020) MIN. TREAD.IB' MAX RISER-1 W4' TERMINATE INTO A NEWEL WALL uV ' !/IS' MAX VARIATION IN RE6ERS/TREAD6 ADJACENT TO EACH POST. i Wl52' STAIR DATd,I PAN OTHER "'MAX VARIATION N ANY FLSERITREAD HANDRAILCIRGY.AR i0 U 14 TREADS • . CROSS SECTION DIA. TO DE 1 V4' ..V4' / 10'N P HOSING OR PROVIDE EQUIVALENT -) 3/4' KICK GRA6PADILITY UNDER$- MIN.' WIDE • NOTE: Q m 0. PLATE / 2 X 4 RE-SPOW-W. • EA. 2 x 12 STRINGER NARROW END MIN. ll' WDTH 0 W FROM NARROW END 34' MM. HANDRAIL HaT. I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A o p / sEeuRe wvd NOTE, DIAMETER OF li'3 2' OR A NONCIRCULAR CROSS SECTION WITH A C I'-4- 1 � � / 3.2.12 GYP STRINUR RESPORCED UM4 6FF -ENCLOSED A=89011 LE 6PACA kHXW STAIRS SHALL NAVE WALLS. UNDER PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/d' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES / OF SUS -PLOD MAD E" STAIR SURFACE AND ANY SOFFITS � SHALL HAVE A MINIMUM RADIUS OF 1/0'. DHL. PL-4O0 OR 61MILAItE • �C y11.6 .�R 1 Top EA HORIZONTAL RUN 0'-®' FIN. FLR. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF SO PLF PLATE j 2x4 ATTA04ED UV Wd FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY m MASONRY NA LS • 2X4 P.T. SLEEPER INTO BLAB UMTHM 0' DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE OFEACH END. 32' orMAX. SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.8.1 / F.B.C. 2020 BAR DETAIL A SCALE I/!'.I'-0' B STAIR mSECTION C HAN/DRAIL SECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH; 407.774.6078 FAX: 407-774-4078 www.abdealgn8roup.mm AA #: 0003325 K W A O Z CNJ aUDDIV. a LOT. ABBOTT PARK LOT #10 BILK #13 PHASE:4B PROJECT# 4181.04B-10 3 MODSIA 3EEB "2260-ELSTON" OAItAOS BVIING: RIGHT PADS: STAIR SECTIONS & DETAILS 160 MPH EXP. C Dann A 10/26/21 BCALS: 1/4"=1'-0" st38ST A1A ?W.A. n a UMMU-000 t so ia Ailk I# .o - IIIIII!!!!!!�0� o • r Ell rm a 0: maol. a a mr-em SECOND FLOOR PLAN I �M 1/4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.mm L AA #: 0003326 t "V EVISDIV. & LO .4 ABBOTT PARK LDT #10 BLK #13 PHASE: 4B P itojEcTip 04181.04B-10131 MODZI. 3EEB "2260—ELSTON" GARA*Z 8WING: RIGHT PACE: SECOND FLOOR PLAN 160 MPH EXP. U RINT 10/26/21 SCALE: 1/4"=V-0" 8HEM A • 23'-Il' BLD HGT SHINGLE 1200E 6' RAISED BAND (TYPJ 17'-4' 2ND FL FYPON 15KTIIXII OR EQUIVALENT SHINGLE ROOF IN W�Mmm min=, l'-4� BRG. HGT. - 4' RAISED BAND 4D IA -S' RAISED BAND - b' RAISED BAND PEAOFATPC • 1425 SO. FT. NET FREE VENRUTON AREA MMURED • 1/Re REQUREDVENTIATION AREA . LAS/3m = 4.75 VENTILATION ARFAXSQ. INCHES PER FT. IVA) = 634 S0.IN. NRI. REQHIR®VENOIATION SX M4 IN UPPERPOFMON OF ATTIC 342 SM IN. OFF RIDGE VE)mLATONAFWA = US SO. IN. FERVENT 342 /US OTALSOFVENTS REQURED 1.97M ALOOF VENTS PROVIDED 3 'AREAOFATTIC ISTFE PERIMTEROF THE HOUSE, tESSTHE OVERHANG EXIEIIIOROF WALLTO E7OERIOROF WALL, NO OVERWINCS INO LPDEDI I LKsHT 4' RAISED a r I BAND CTYPJ 61111' I �9 v 14' THICK 2 COAT CEPIENT TAPPLIED I IRECTLT TO MASOFKf DIRECTLY 4'x4' CIALv. 1'•TYPE 0'-O' FIN. FLR PLA6NNs SET N ROOPNIS CEPlNT FREERGLA.SS SMNGLES FRONT ELEVATION W4INDBIRLAYMINT°8 RM ItlClt SOSL. ROOF 2X. SYP PT LEDGER IW V2'A*' THREADED MM 32' T SNIT ECL PIED, R PER SHEET SNL 6EC1#ED PT'.R OZ. 4 WIT14N W OF EACH PA FASTENER SCNEDU.! END MAX. SET INSIMPSON Or -ALE, V4 I'-0. TEXTURED PINISH 'TUSCAN' SMPSON LSU- .4. STREMGTN EXPDXY l2e •' MN EMISED, 2.6 Sl'P PLAPTERS Olt PRE-ENG'D TRESS /PER SLEW ROOF SLOPE PER -- ELEVATION MN, W' 066 SMATMNG 2X& SYP PF LEDGER IW MW TNtlADED ROD GUSSET TO 90 SEC2JtrD TO S2. O.C. 4 WTHN w OF 2X6 Pl IMPtb IW Sd NAILS EACH END MAX. SET N S' OG • PEItlimpt 1'-4' St'IPSON MIGM STRENGTH 12 6IMPSON LU6d6 UV l4) ISd•. 2 _0• EXPDXY �' MN EMDCD. 5D� TO LEDGER AND l2) 10d's CFIMtgL FOR SOFFIT TO 2.6 JOIST OFF RIDGE VENT B TYP. OVERHANG DETAIL E'-4' 2ND FLR. �Il' --4' 2ND FLR BTFG. HGT. �BRG. HGT. A SCALE: I/2 . I'-m' u II a II A r II 9'-4 3/4' 2ND ^' FI— N FLR_ _—_ _—___—_______ _ 'YFIN. FLR 8'-0' I8T FLR S'-C' 1ST FLR BRG.HGT. _______________ Bfda.HGT. 6 ❑ ❑ I I IC A i0 i9 II II LJILI 0'-0' FIN. FLR 0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 . P-0' TEXTURED FINISH ENGNEERED WOOD TRUSSES • 24. 0O. 6110'I1T I@1 6MOP ORAG6 SEALED BY PROFISSIONAL MNEER FOR REVIEW AND COI' MOM PLYWOOD SHEATHIM SEE 6TRIl0T-WAL 2ND FLR ORG. MGT. ROOFING AND PLASMNG IW l--� `TRIM STrwe AND ANCHOR! NOW PER MM WARRANTEE ME aTRjam"I. ORLWIR@F1lNTS UAfAP FASCIA WITH BREAK E MASONRY �'b �� RSt 1.2, 2.6 IIIOOD FASCIA SEE STRIKTJRAL FOR FARMERS VENTED SOFFIT PER ATTIC CALC'6 Y2' THICK 2 COAT CO'!NT PLASTER APPLIED DWROTLY TO MA6OhW RAISED TI M FM ELEVATIONS 2ND PLR WINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE: I/1 • I'•m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774.4078 www.abdesigngmup.com AA k: 0003325 o�p b m rr 6 � al Su=ly. at LOT. ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJECT 04181.04t-10131 MODEL• 3EEB "2260-ELSTON" GA tAGZ SrrDM: RIGHT PAGE: FRONT & REAR ELEVATIONS , 160 MPH EXP. C DrT DATE: 10/26/21 SCALE: 1/4"=1'-0" SHEET A3H Il'-4' 2ND FLR BRG. HCaT. ----- 9'-4 3/4' 2ND FIN. FLR 6-0' IST FLR , 51W.. - - - - OFF RI VENT /I u 4 I II r ---II------------- -� I II II II 0'-0' FIN. FLR Il'-4' 2ND FLR.,, _-- BRCS. H' T. V-4 3/4' 2ND , FAN FL�� IST FLR BRG. NGT. ----- 0'-0' FIN. FLR. o TYP. --------------------------------- F-1 I I ----------------- ------ ---------- LEFT ELEVATION SCALE: V4 . I'-V' TEXTURED FINISH OFF RIDGE VENT 2ND FLR 01�'-4' BRG. FaGT. �1 0 FRAME DOUN FOR FYF47N IBKTIIXII OR EQUIVALENT '-4 3/4' 2ND FINFIN. F R I8T FLR _ 0, BRCa. FdGT 0'-O' FIN. FLR. TYP. _HGT. m 71 I 4C II ------------- N----------------------------I I ------- A0'-4 3/4' 2ND RIGHT ELEVATION SCALES 1/4 " F-O' TEXTURED FINISH i FIN. F� LR 0� 1'-0' IST FLR ----- B. HGT. 0'-0' FIN. FLR. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX; 407-774-4078 www.abdesigngro up.com AA M: 0003325, g o C O 8LT8DIV. Ae LO T4 ABBOTT PARK LOT #10 BLK #13 PHASE:4B PROJB�T 04181.04 -10131 MODRU 3EEB "2260-ELSTON" GARAGS OWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS "H 160 MPH EXP. C DRMT A 10/26/21 OQAM 1/4"=1'—O" WINE= A4H R ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 12bv OUTLET 20 AMP floams POLE IIOv OUTLET liev OUTLET ,Z EI® V7ro IRmOHOJRET --F�l apt 110V OUTLET "APSD "B'D FAIL NTERIPIER (TAMPER R66MTANT TYPE) 220v OUTLET (4) UM CQRiCT10N NIP E.T. SAT61lRDCF dot%ND FAULT 6F OUTLET NTOPINUM ! SURTC41 SUTCH 8-WAY CPER PATI I I� ------ I GREAT ROOM c. • z PRE -WIRED + CLG FAN . L� J I /. 6' 5• ) ----- ---- - GF ------ _ 1 L -_-= L I TCH IN . I I CABINET , _ — `jam I TLET I L - Hoop WIRE FOR DW FWDR W/OUTLET FOR l� L ) FUTURE M. WAVE 1 �- - CHIME ARE _ J Lof FOYER U I I a O 6� - v 0 I F ``DOOR P.B. FOR \ CHIMES I I ' ENTRY T GA JR�AGE GFI !- _ - - _ _ _ IRRIGATION • GARAGE OUTLET• DOOR 46' AFF. PREWIRE GFI ``� _� -GAGA-•--- OPT. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN SCALE. 1/4' . 1'-0' METER FIELD VERIFY LOC. I I L � LED LIGHTING @ PEDESTAL SINK PWDR. 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES, A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR MU EDITION e2M&) LOCAL C010E6. AND ALL LOCAL POUER COMPANY REQUIREMENTS,. Q ALL CONDUCTORS SHALL EE TYPE T~WM UNLESS NOTED OnepwoE. PROVIDE Rio M ll Q0G40 VOLT. 1 RNA" 6RCOOARY ELCCTItlCAJ- SERVICE. PROVIDE ! q OOPMR ICU) N 1.112" DIA SCHEDULE M PVC CONDUIT OR PROVIDE A 2/0 ALUMINUM (AL) N 2" DIA &C4EDULE W0 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE UM114 714E ELECTRIC COMPANY PRIOR TO BID. PROVIDE AVIV CU, T" . 1% CU N 2' CONDUIT OR 3 "M AL. THIN • 1% OU N 2' CONDUIT OR 2M AL SER (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANW COMBINATION SSMICE BO ATTP DSCONECT SWITCH AND Q0/240 VOLT M ELECTRIC METER N I AO6E NEMA SR ENCLOSURE PANEL ROMP ENTRANCE B!1lVIGC EgSPMNT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE DITRAWCE EQUIPMENT 1 14 O) SERVICE GROUND CONNECTED TO CONCRETE ENCASED POWER STEEL PER ELECTRICAL PROVISIONS OF T4E FECR,7H RDIt10N (70201 DID" DIA X & FT LONG COIYER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX:407.774-4078 www.abde igngroup.com AA #: 0003325 q Bill E W s�� � Q Cf p ga a R avaDly eE LOTs ABBOTT PARK LOT #10 BLK #13 PHASE:4B PItOJmCT# 04 81.04B-1013 MODmIA 3EEB T 2260—ELSTON" CAV-40B 8WngG2 RIGHT PACE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C oo �V , JA ASO OPM NO 93M DATWE: 10/26/21 SCALE: 1/4"=1'-0" 1 artmET E1 ELECTRICAL LEGEND SYMDOL DEFINITION NOTES -e D6V OUTLET 2R AMP &Nnts POLE Inv OUTLET aav OUTLET u2 DP "tLET WWRao TO NOWA GFI aar OUTLET Wa R•FD � UV M FaL SCUFFFE(TAMPER REIMITANT TYPE) 220V OUTLET rU WW! cowscrION -Ry- <VI OIRLlf GROUND PAIL? NRIERRRMEIW '� 6WTCN ,{s 6WTCN 8•YMY OPER &MTCH 4-WAY Omp- OEILWd LIGHT © LED CLG LDHT Lap VAPOR ©vp POMP L16HT O Vp VAPOR PROCP LIGHT OMIMM ID CAN eWNT. PAN I CM PER ea PT. PAN IIPLIVV OHf 1 QM PER So. W. pwtiw tlraos's TsD Er P 24ILD WRAP ® LINED) (RECLIGHT AR21SD P 2•ELLB WRAP 'AMACA PINT.) AMMM 2' ILIOIosew 4' RLCRlICWn .S—e—B—, 4 n 4• TRACK LIMMY c PA-41EL son METER Q B.D. MOIm MTR=OR RAR NMC[.I!• IrtieeoleeE ran Iw I WALL MOVED "M DETECTOR SAR_ eAC -It IIL.UG�YR ® 5�N eAR6aN r1GNOn MOQ pCICT'CR !,O'b EySA�R_ IM�ACK.0 YY MiR•eC%NECT® 6NKL ME A D16TANCM OP NOT LMM THEN 4' '"CM UALL PENDANT LIdNT Q�- -©m FU nLMv1IwN JACK L6n sox R.QI To a euPPORrMD NR O 1 J•BWU ACCOImINLE IMP•K7t pnna 24' .IGANDEMOEiT LOW STRIP ypppJ »•.CADMIC!,? LRNT STIW eennnnen - LgNT 6T1lIP PLOCO LAW Orr. aRxalstY KP KEYPAD Ve PR. PWH•EGRCR POR DRAM& on Pear • LOCATWN CP TV JACK6 R PHOP! OUTLET6 4 FAN6 TO an ~111C, a Nor-so"R PIS-C@IITRUCTION MoTta • ALL B R 20 AMP ERANP.N CIRCUIT6 TO EE ARC FAULT PROTECTED PER ELECTRICAL PROV1610PB OF B7CA TtY EDITION (Tm1' R) a NEC TIRJf 2AHT EDIt101. • 20 AMP DEDICATED LAUNDRY CIICUM AD • OR I RL[NOT ON KITCww CIRCUIT) • 016MMAHER DWAX#=T TO EE LOCKOUT IN PANEL • BATHROOM R) A UST PAN TO HAVE MIL CAPACITY OP 60 CA" NTERYITTENT PER ELECTRICAL PROVBION6 OF 6LCTM MGVU • LAUNDRY ROOM AND DISMUAAWM RECEPTACLE SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4' - F-V //------------ I "LO L i I I I I LED LIGHTING @ DBL. LAV. BATH 1 I M I I = I I L I i n I I I LED LIGHTING ® DBL. LAV. BATH 4 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesi8n8ro up.mm AA 0: 0003325 q � `pp R STJSDIV. AI I ABBOTT PARK LOT #10 BLK #13 PHASE: 4 PROJECTRp 4 8 .04B-1013 1 otozy- 3EEB "2260— ELSTON" GARAGE )!WING: RIGHT PACE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 2 1��� A ABOUCHAORA AR NO 93723 . DA E, 10/26/21 sCALM: 1/4"=1'-0" =BEET E2 FIRST FLOOR PLUMBING PLAN MALE: V4 . I'-0' 36'x60' / SHWR PAN Ell w Q e e L V. L V. _ IIG I I I �--- OD , T.. �,y TjiIt I I 0 Q� I Iz TUB J � I — I I I I I I i I I I I I I I A = N SECOND FLOOR PLUMBING PLAN be —ALE: 1/4 • 1'-0' TO MAIN VTR VTR I J WASHER PLUMBING RISER DIAGRAM I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ebdeslgngroup.mm AA #: 0003325 8 m t o avaaiv & MOTs ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PIMOJWT/ 04181.04B- 0 MODZ . 3EEB "2260—ELSTON" GA tA0Z 8WING: RIGHT PADS: PLUMBING PLANS 160 MPH EXP. C m No DA 10/26/21 SCALS: 1/4"=1'-0" alizw P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER t'M. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED M NON -CONDITIONED ALAS SHALL 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 ITH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC ITH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC -ITH EDITION (2020) MECHANICAL CODE 603.1 I. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED M ACCORDANCE WITH FBC ITH EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. % ALL FIRE RATED CEILINGS AND WALLS &HALL HAVE AN APPROVED FIRE OR FIRE/BMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPER& SHALL BE INSTALLED TO MFG. RECOMMENDATION& AND FBC ITH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH COP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST PAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT 19 PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER 16XII PANS W/ DRAMS ATTIC — — CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER R I — — AIR RETURN W/ (2)•3/IVX2' TAPCON$ 81MP80J WB ROLL STRAP PLENUM 1 OR EQUAL KITCHEN I T SUCTION AND LIQUID I &X4 AIR SUPPLY 1 LIDS 1 SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB '8XI V4' SHT, MTL. SCREWS r AIR HANDLER vREFRIGERANT EXTERIOR WALL QOCrM d CONDENSER UNIT -- o 0 -- -I 3/4' PVC CONDENSATE DRAM LINE EVAP. TRAY y PVC. SLEEVE TO LIKES BELOW SLAB CONNECTION TO PAD I I I I I ? REFRIGERANT LINES TO NOTE: HAM COND. DRAM 3/4' DIA. I I I VENT PLATFORM RETURN CONDENSING WIT OVER HEAD 12' FROM STRUCTURE FOYER I UUAI.L TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAM, AS PER FBGR'ITH EDITION (2020) MECHANICAL BLDG. CODE E-H SECTION W-12.4 HVAC DRAINS GARAGE BCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL C Co...,..,.— I I -------- — r-------- 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 FLOOR SLAB CLEAN —OUT (TYPN) FIN. GRADE OR PAVING SEE SPEC. I'-&'X&' CON_. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED (g)EXT. GROUND CLEAN —OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN SCALE. V4 . I'-C' 1441 N. RONALD REAGAN 8U/D. LONGWOOD,FL 32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdealgngroup.mm AA &: 0003325 g N o .S p r� 1 v C S iiLL BUDDlV. At L+OT: ABBOTT PARK LOT #10 BLK #13 PHASE:4B pRoJ=T# 04181. 4 -10131 MOD=* 3EEB "2260-ELSTON" GAP —ADM 8WVNI is RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 160 MPH EXP. C O mxBATH1 12X8 HDRM.# IVX6 I I I I 4' DRYER I V.T.R ID 14X 11 ill I_`_ _'_ii----- i g� 4 CFt 1 � v '�` 12XI2 BAT BATH # I LAUN• 4' g. I I Ib' BX4 16 I6XI6 O 12XI2 12. k 14' DIA 8/A TO IST FLOOR I kb �5 LOFT I I I I I His I I Cb 14X6 I M I2X6 I2xe SECOND FLOOR MECHANICAL PLAN SCALE, V4 . V-V 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.abdesipgroup.com AA A: 0003325 L s e �- 0 oulmly. & LAT. AB OTT PARK LAT #10 BLK. #13 PHASE:4B P1tOJECT# 04181.0413-10131 MODELa 3EEB "2260—ELSTON" GAPeeGE SMIC09 RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 160 MPH EXP. C PER PLR.2X4 TOP PLATE PRE-FAB TRIAS 1/2' CL& BOARD V2' DRYWALL —t • r SECURE BT. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' = MAX FIN. FLR. 2X4 WOOD STUDS *24' O.C. SLAB ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL ( NON—BRG. ) D1 SCALE, 3/4'.1'-0' AS PER FBCR L ROOF SSHEWEATTHINWIN G THICKNESS AS PER \ SHEET SNI .SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER I _m TMP' ELEVATIONS o)a. VENTED SOFFIT I I i I 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 3/9' GYP&M BI OR V2' WhSW STRENGTH CLG. BOARD 35ro'OR5 112' DRYWALL "' TOP CHANNEL (25 GA.) V2' DRYWALL 3 5/8' OR 5 3/8' METAL STUDS 24. OC. 20 GA METAL TO BE INSTALLED IN WALLS RECEIVING UPPER/ LOWER 9 5/9, OR 5 CABINETS AND TUB/6HOWER 25 3/8' BOTTOM GA METAL TO BE INSTALLED CHANNEL (25 IN ALL OTHER WALLS. STUDS GA.) SECURED TO BE SPACED 16' O.C. AT 2ND TO CONIC FLOOR WALL$ ADJACENT TO FLOOR UV 3/4' STAIR WELLS AND BATHROOM PAP 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ 114' WOOD SCREW `--FINISH FLOOR 1—STORY TYP. INT. WALL 1A METAL STUDS NON—BRG. pV SCALE. SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS a 24' OZ. v CMU V2' GYP. ILL. BD._ WOOD BASE — 0'-0' FIN. FLR_ _AZHK • . a v. A . 4. W/ WINDOW OPENING n FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FRICR WDJU. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT BOND BEAM - SOLID GROUT W/ (1)- +5 (2) COURSE 112' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT 'DO NOT CUT THE BOND BEAM REBARS 2a PIPE THROUGH BOND BEAM D1 SCALE: 3/4'.1'-C' 0'-0' FIN. FLR ROOF SHEATHING THICKNESS IS a ENGINEERED PER ASCE 1-I6 IN ACCORDANCE WITH FBCR 2020 1TH EDITION, SECTION R301.1.3 AND 160TI5.1. TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE (�4�)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE: 3/4'•I'-C' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM D22fo TYPE 11 OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 905.1.1. ROOF SHEATHING 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 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-00' F� 8' CMU — 9' 1�r r4 � �i r• .•0"s CHI 2B GAS LINE THRU BLOCK I (3� GARAGE DOOR JAMBS `�•r' p1 SCALE: -2X4 SPF 24' O.C. MAX. SECURE WY (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES —PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGHTS ZSTRUCTURAL DETAILS -ENG WD. TRU88 CONT. 2x RAT RUN SECURED PER - STRUCTURAL DETAILS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PER ELEVATION \ 5/8' GYP&.Pl BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 R48ULATION WINDOW ATTACHMENT AS PER MAMFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING- BTRIPS 6 24' O.C. V2' GYP. WI.. BD. WOOD BASE — FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR 908.1.1. ROOF 814EATWMG THICKNESS AS PER SHEET SNL SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER 8 4EET SNL SECURE PER FASTENER SCHEDULE CN SHEET OHL PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS Cm • r _ _� 0'-0' FIN. FLR. ° ti ° • • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-i6 IN ° ACCORDANCE WITH FBCR 2020 ° 4 1TH EDITION, SECTION R301.19 AND 160S5.1. W/ WINDOW OPENING B TYP. WALL SECTION ke NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF RooF D1 SCALE, 3/4.,1..V' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 1TH EDITION 15 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM 04869 TYPE III OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 vA W.abdealgngroup.com AA 0: 0003325 o a m C If $ o b SUDDIV. 1e LOT. ABBOTT PARK LOT #10 BLK #13 PHASE:4B PROJSCT#F 04181.04 -10 3 MODEL' 3EEB "2260-ELSTON" GARAGIC a`111alJo: RIGHT PADS: DETAILS 160 MPH EXP. C 2 A AI NO Dw10/26/21 8CALS: 1/4"=1'—O" BIER ST D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER FBCR 9m5.1.1. AS PER FBGR W5.1.1. ROOF SHEATHING ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNi. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. T IQ PRE-ENG WD. TRUSS-- 24' O.G. MAX. _ LEVATION 24' OZ. MAX. METAL DRIP EDGE— METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATION& REFER TO ENERGY CALCS FOR VALUES / m' VENTED o.H. 5/8' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT TYP. OR 1/2' HIGH STRENGTH CLG. BOARD VENTED—/ REFERENCE I STRUCTURAL I Ix2 FIRE -STOP SOFFIT / R-4.1 NSUL. REFERENCE) STRUCTURAL a w J ( ( a WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUBFLOOR 1/2' THICK, 2 COAT E F GLUED AND NAILED u2• THICK, 2 COAT— PORTLAND CEMENT ? SC LE PER NAILING BCNEDU PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY MASONRY R IX2 FIRE -STOP 7�VLEVATIaff IX2 FIRE -&TOP--"' SEE STRUCTURAL SEE STRUCTURAL-- R LEVATION 5/8' GYPSUM BOARD OR IQ' NIGH STRENGTH CLG. BOARD jLPER IfIELEVATION W FIRE -STOP IX2 FIRE -STOP R-4.1 NSUL. I I ( I w I a I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK, 2 COAT PORTLAND CEMENT PORTLAND CEMENT PLASTER APPLIED Ix2 P.T. FURRING PLASTER APPLIED DIRECTLY TO STRIPS + 24' O.G. DIRECTLY TO MASONRY 8' CMU MASONRY I/2, GYP. WL. BD. WOOD BASE IX2 FIRE -STOP IX2 FIRE -STOP--_ BATT INSULATION REFER TO ENERGY CALCS FOR VALUES O 5/S' GYPSUM BOARD YYp. OR 1/2' HIGH STRENGTH CLG. BOARD Ix2 FIRE -STOP R-4.1 INSUL. r 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER NAILING SCHEDULE R 7MLEVATICN R 7ftLEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSUL. Ix2 P.T. FURRING STRIPS • 24' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-40T8 www.abdesigngroup.mm AA 5: 0003325 a � rho s� a 0 0 0 14 F y SUDDIV & LOT. ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJ25CTp 4181.04B-10131 MODXU- 3EEB "2260- ELSTON" OARAGN SwINGt RIGHT PALM DETAILS 160 MPH EXP. C e . - m n' a jA M AR W/ WINDOW OPENING �_ _WITHOUT WINDOW OPENING PRIM' DATr10/28/21 SCALE: 1/4"=1'-0" 2-STORY FIRST FLOOR BLOCK aml= SECOND FLOOR BLOCK SCD ALE. 3/4-0-0' IGM 2X6 P.T.. 054" OF DOM HEADER SECURED W (1) 1/2' X S' J-SOLT W 4' MN EMBEDMENT WV2' X 2' X VS' WASHER 4 N,IT OR UV (2) V2' X S' ANCHOR SOLT6 tlV 41 MN B'10CDI•EHT W/ 2' X 2' xN' WASHER I MUTE 0��■'4�LJ�■w❑',1 V4'TAFCONS I V2' EMBED. S' OC, 4' END DIET, 1 V1• lD6E DIET. W ) V7 X! DOOR BUCK SISCURIANCHOR D W/ (6) VJ' x S• J•BOLT OR ANCWOR BOLTS, UV 4• MN E'BEDM 114M, UV 2- X 2' X VS' WASHER 4 NUT. (1) WITHIN S' OF TOP. (V WITHIN S' or THE DTM. ® (3) EVENLY SPACED. 10 NJ I®r NOTES. ALL ANCHORS MALL BE N ACCORDANCE TO MANFACTU MO INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MOIRE GTIMMU NT GARAGE DOOR r BUCK ATTACHMENT � 6 N•.Iv 2X4, SECURE TO BLOM W !AS,' TAPE-ONS (MN SHANK SIZE .MS, MN HEAD SIZE 300 MN EMBEDMENT f 1/49 WITHIN S' OF EACH END 4 B' OC, MAX SPACING 2". SECURE TO BLOCK WK2) 3/16' TAPCON6 (MN SHANK SIZE J46 MIN. HEAD 612E • O S' CMU MIN. EMBEDMENT 1 V4') VI' DRYWALL WITHIN 6' OP lACH1 END S• CMUI 4 is. OZ. MAX SPAWNS. 1.4 P.T. OR S/4'X4' MN IR' DRYWALL 62CLOM THOU PRAMS 4 MAW 2XS. ® I'X4• EMEND 1•V4' INTO P.T. NAILER SECURE TO BLOCK P.T. NAILER BLOCK I V 3A6' WK2) 3A6' TAPCON6 (M FYWN6 (MN SHANK 612E 145 DOOR CASING (MN SHANK SIZE 340 1/16. PAIN, X 4' MNMN HEAD 612E 300 MN HEAD SIZE JQS MN SMSEDMlNT 1 V49 DOOR CA61NG MN EMBEDMENT I•V4' v WITHIN W OF EACH END WITHIN 6. OF EAC1 END DOOR JAMB OR WINDOW 4 B' OC. MAX 4 IS, OC. MAX SPACING ATTACI4 TO 2X PER SPAWNS. DOOR JAMS OR WINDOW MAMPACTUR6 DETAILS, ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, 6141•I AS NEEDED TO PLUMES JAMS (DO NOT EXCEED 1/4') DOOR IAMB TO BLOCK +3/4" OR +5/4" W TO BLACK +3/4" OR +6/4" 2X4, ffill SECURE TO BLOCK W 3/16' TAPGON6 MN SWANK SIZE J45 MIN HEAD 612E 300 MIN. EMBEDMENT I V4') WTNIN 6' OP EACH END 4 W OC. MAX SPACING. 2)(6, SECURE TO BLOCK WN2) 3n6' TAPCONS MN SWANK SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT I IA4') �. CU WITHIN S' OF EACH END 4 B' OC. MAX SPACING. IRE DRYWALL 2XS, CM I'X4' SECURE TO BLOCK P.T. HALER WK2) 3AV TAPCONS (MN SWANK SIZE J45 DOOR CAOM MN HEAD SIZE J00 MN EMBEDMENT 11/.4') UNT14N S' OF EACH END ;W ' K' M,4MAX SI"�IP . DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLOCK +1 1/2" r1TgND01f TO BLACK +1 1/2" NOTE, SWIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +1 15/16" yNW11 TO BLACK +1 le/le' 2X4, SECURE TO BLOCK W/ 3/N.' TAPCON6 MN SHANK SIZE J40 MN HEAD NZE JIM MN EMBEDMENT I V4') WTMM S' OF EACH END 4 IS,' O.C. MAX .PAWING. NOTE: 67RWTURAL 2X MUST BE 2X6, ® ON Cur6IDE 4 EBCOREO SECURE TO BLOCK THROUGH NON-STRUCTURAL WN2) I%' TAPCOIN6 3/16' TAPCON MN 1•V4' MN SWANK SIZE J45 EM'BEDMEHT INTO BLOCK MN HEAD 612E 300 MN EMBEDMENT 1 1/4') WTWIN 8' OF EACH END 6' C'AU 4 10' OC. MAX SPACING. IRE DR7UU4LL ® SEC SECURE TO BLOCKLj PX4' P.T. NAILER MN SWANK SIZE SIZE .MS, DOOR CASING MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') UAT14N S' OP EACH END 4 10' O.G. MAX SPACING. DOOR JAMB OR WINDOW ATTACW TO 2X PER MANUFACTURES, DETAILS. NOTE, 6141M AS, NEEDED TO PLUMB JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" /:,11RNDOR TO HIACK +2 1/4" 2X4, ® 2X4, MIl SECURE TO BLOCK SECURE TO BLOCK W WISAW TAPCONS MN 114' TAPCONS MN SNAIL SIZE .MS, MN SNAIL SIZE MO MN HEAD SIZE 300 HEAD SIZE 300 MN EMBEDMENT I V49 MN EMBEDMENT I V41) WTNM 6' OF EACH WITHIN S' Of EACH END 4 IS' OC. MAX END 4 IS,• 0C, MAX SPACING. 6PACN6. 2X6, ® 2X6. SECURE TO BLOCK SECURE TO BLOCK WK2) 3AS' TAE'CONS UW2) VA' TAIRCO NS MN MN SWANK SIZE J45 SHANK SIZE J46 MN MN HEAD SIZE 3" HEAD SIZE J00 MN MN EMBEDMENT 1 1/4') EMBEDMENT 1 V4') WT14N S' OF EACH END 6' cm WTNIN S' OF EACH END 4 B' = MAX SPACING. 4 1S• O.C. MAX SPACING. a, CMU 7X8, ® V2' DRYWALL 2X6, CIED a V2' DRYWALL 6ECUIQ TO BLOCK PX4' 6ECURE TO BLOCK PX4' W/(2) 3A8' TAPCONS P.T. NAILER UUKI) V4' TAPCOHS P.T. NAILER MN SHANK SIZE .14E DOOR CA8M MN SHANK SIZE .MS, MN MEAD SIZE 300 MN. HEAD SIZE 300 VW' OSD. X 4• MN MN EMBEDMENT 1 V4') MN VMBEDMENT I V4') WITHIN S' OF EACH END WTNM 6' OF EACH END DOOR CASING 4 N' OZ. MAX 4 W OC. MAX SPACNCs DOOR JAMB OR WNDOW SPACING. DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MA✓ UFACTURMS DETAILS. MANUFACTURES DETAILS, NOTE: SWIM AS, NEEDED TO PLUMS NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') JAMB (DO NOT EXCEED 114') DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 7/16" �VpxnnMr rn arnrtr +a" /1RQ QW TO BLOCK +3 7/L6" 2X4: ® 2X4, m SECURE TO BLOCK W/ SECURE TO BLOCK UV 5A6' TAPCON6 MN 1/4' TAPCONS (MN SHANK SIZE J46 MN. SHANK SIZE 14D MN HEAD SIZE -SM HEAD SIZE 300 MN EMBEDMENT 1 1/4') MN EMBEDMENT 1 1/4') WITHIN S' OF EACH WITHIN S' OF EAC4 END 4 Is, O.C. MAX END 4 IS' OC. MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 6PACMG. NOTE, STRUCTURAL 2X MST BE 2X6, ® ON OUTSIDE 4 SECURED 2xr, ® ON OUTSIDE 4 'SKIRLS SEC ME TO BLOCK THROUCi4 NON-STRUCTURAL SECURE TO BLOCK THIROIYW NON-STRUCTUURAL WKI) 9 SAW TAF•CON MN 1414E WK2) V4' MN 3/I6' TAPCON MN 1.1/4' MN 6HIANK SIZE J46EMBEDMENT K SIZE J SWA&116NK INTO BLOCK J45 I SWANK 812E JA5 MN SIZE Q'BEDMENr INTO BLOCK MN HEAD SIZE 300 HEAD 611E 300 MN MN lMD O ENT 1 V4.1 S. CMII EMOEDMlHR 1 V4') S' OP EACH END WITHIN S' Cr EAGW !ND 6, cm 4 B' O.C. MAX SPACNCi IR' DRYWALL 4 IS' = MAX SPACING. V2' DRYWALL 2XS, ® I'X4' 2XS. ® F] PX4' SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK P.T. NAILER WK2) 3/Y.' TAPCOHI6 DOOR CABINS WW 2) V4' TAPCONS MN SHANK SIZE J46 CMN. SHANK SIZE .MS 1' P.T. X 4' MN MN HEAD SIZE 300 MN HEAD SIZE MW MN EMBEDMENT 1 1/4') 2ND 2X SECURE TO STRUCTURAL MN. EMBEDMENT I V49 DOOR CASINO WIT14N S• OP EACH END MEMBER W((2A2d WITHIN 6' WITHIN S' OF EACH END 4 18' O.C. MAX CIF EACH END 4 6' TO S' O.C. MAX 4 B' = MAX SPACINx SPACING,. DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW ATTACH TO 2X PER ArTAOM TO 2X PER MANUFACTURES DETAILS, MANUFACTURES, DETAILS, NOTE, SWIM AS, NEEDED TO numis NOTE. 041M AS NEEDED TO PLUME JAMS (DO NOT EXCEED 114') JAMB (DO NOT EXCEED VA') DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" r.-Imb x To BLOCK +1" /:,1RIND011 TO BLACK +3 3/4" u 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774-4078 W w W.a bdeslgngmup.com L AA #: 0003325 Lrr m C {; Li Ip BUDDIV. AR LOT.ABBOTT PARK LAT #10 BLK #13 PHASE:4B LRo"WITILI 04181.04B-10131 xoaa1.: 3EEB "2260-ELSTON" GAItAGX LtVIENG: RIGHT PAGE: DETAILS 160 MPH EXP. C 2 DPANT A 10/26/21 >sCAL1E: 1/4"=1'-0" sLHLm= D3 PREFORMED CONTROL JOINT—\ PLANISE OP CONTROL JOINT6 TO BE WRED TIED TO LATH • S' 04, MAX (VERT.L NOM DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXWrb BEYOND EXCEPT STAPLES W/ 11L' LEG MAY I E USED TO TEMP. SECURE CONTROL JOIN DIKING INSTALLATION ------- FTENERS TO BE BPiCED—� 'M OL. MAX VERTICALLY J ,' T14M S COAT CEMENT PLASTER WPM LAYER tl. PORTFIBER BUILDING PAPER APPROVED METAL LATH FASTENED PT' (VERT) OL. MAX AT SUPPORTS URB LAYER q STUCCO WRAP WOOD 6MATHNG T YTO e' 1'1. e' OL \ L D HA LATH 6LL NO OE COINTN)OUS TWIWL44 JOWLS BUT BB STOPPED TIED AT BACH SIDE. PRONDE 2X4 BLOCKRL' PER ASTM Cl"9 \ PLACED FLAT MAX 6' TO 6' NOTE,FROM CONTROL JOINT WEN CONTROL JOINT PALLS ON LL PASTIES FOR LATH TO BE NAILS ORS � � / STRIOTURAL STUD STALES IN COMPLIANCE WV ASTM CI065 2. WRE TINT TO BE (NO. IS) 00415' WRE / I BLOCKING 61401114 MAY BE IN ADDITION TO WALL STUDS REGIU1100 PER PLAN O"M" TYPE CONTROL JOINT OL FOLD N11Y0. PI. A an I O I--- IT. A L OIULAR. Ft.E (3`1 LPOl NRa1C. M.A L CRAN. Pr.6 FOLD w • ® L FOLD aR111O . PI. A L asw•Pr.s 4 POLO IT C OVER Fr. 6 TILL FT, c TOUC." OOrrQ1 Pl b r 0 .oTTaM ~ WLTIM TNw All A". We. Co. T) a R,LNAT Ill p RXIF a UL W,RweTIONP NOM APPROVED BUILOMO WRAP SHALL BE LAPPED A MINMJIM DP 6' • VERTICAL LAPS (ROLL ENDS) a 6' • HORIZONTAL LAPS. ALL 6lART6 NEED TO BE TAPED WTH FORTIDER SHEAT.. TAPE / r—LAP.--LATJ \ hC X X LATH VERTICAL LAP TO BE P • METAL LATH I WRD LAYER -L STUCCO URAP ' MIN P R LAP ONLY / I WINE LAYER -2, \ BUILDN•'S PAPER FORTIFU6CR/ 2 SCALE. 1112'0-0' PLASTERS COAT CEMENT MBTAL LATH URB LAYER 9. FORT04MM BUILDING PAPER SHEAT SIDE LAPS OF METAL PLASTER BA SHALL BUILORIb BE 6ECUIRED TO v nN FRAMM MEMBERS PAPER THEY &HALL M TIED BETWEEN 6V'PORM WTH 00415-N (1.21-M-0 STIJOW MLAP . LATH WIRE AT INTERVALS NOT a• LAP. PAMM MOPE THAN 6'(226-MN). AS PER ASTM CIl ® KIC KO UT FAIR OF TEAM DETAIL M 15 LAYERS. TEARS MAY BE PATCHED W(WOM ~TAM PER M~. SPEC. OR PEEL 4 STM CA WOOD SHEATHING OR CMU WRB LAYER 91, STUCCO WRAP (FRAME ONLY) A' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER a[�r .WALL Ear 1vKFn 5'X5' '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. 4- APPROVED HOUSE WRAP. PLASHe,Im TD EXTESO OIRO PIPE I' OR LESS PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLABNMG STEP 01 6�� STEP 02 Wx6' SELF -ADHERING MEMBRANE PLASHN3 MO'IPATIBLE WIT HOUSE WRAP MATERIAL) OVER 41.4' WLI'-ADHERING MCMBRAM PLASINING OVER APPROVED H0116E WRAP. CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE R.AGWNG ISM LAYER a, RMPEIER BUILDING PAPER I•=TAL LATH Ill SELF-ADFlRNG MEI'EIRA 11 STR4P6, STAPLES) AS =' _-- TO EXTEND ONTO PIPE REd)II@D TO SECISe 4'a4• SELF -ADHERING MEMDRMIE PIP!!/ WRE TO HRNYRNG PLA911I1149 OVER APPROVED HOUSE WRAP. lr"��R-Aftllll TO EXTEND jONTQ PIPE W COIN. BEAD OP SEALANT INSTALL APPROVED HOUSETIRAP AIR MILTRATION BARKER OVER SMATNNS ELASTOMERC COATING OVER STUCCO/ C.V. F N16W (SEE TYP WALL SECTION) SECTION PER SECTION PUMA. e EMenor Nee of pordarid eem.,A pww .hall comply with th..ppf a.n regWmmenh of ASTM C 92618b. Installation of aAenor latmn2 and fremay .hall comply with ASTM C 1063-19e• or ASTM 1787. TRATION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER-----•— — — BUILDINC-i PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHIN(S SELF-ADHESIVE FLASHING — — — — — NOTE - METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 y k MIR Q 4 cl sump ae LO'r ABBOTT PARK LOT #10 BIAK. #13 PHASE:4B P10JSCT# 041 .04B— 0 3 WODSL• 3EEB "2260—ELSTON" GARAGM 811111 : RIGHT PADS: WALL ASSEMBLY DETAILS 160 MPH EXP. C 0 ROtW a AWUCHAM AR NO 93723 F'PRINTDA 10/28/21 .CALF: 1/4"=1'-O" aiISST WA1 INSTALL 6' BELF-ADHERING MEMBRANE FLASHING OVER STUCCO TOP, SIOE(S) AND BOTTOM FINISH FLANGES CP NON -MOVABLE FRAME OF THE EXHAUST. b' SELF ADHESIVE WOOD CONSTRUCTION SEOIIENCE OF FLASHING TO BE, OVER TOP 4 SIDES L BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING UIDOD SHEATHING ..I:: OF SEALANT AT TOP AND FLASHING LAYER -1, BIDER ONLY. SEALANT IS TO BE WRB LAYER fl, 6TU' WRAP TOOLED 60 AS TO DEFLECT UNIT STUCCO WRAP LAYER 7, FOWIFIBER WATER AWAY FROM JOINTS. 'X•' PREMANUF. DRYER BUILDING PAPER E-Z BEAD ALL AROUND �•: VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH WRB LAYER "2, FORTIFIBER WOOD DRtlCTION OD 1 ae JOINTS AND INTERSECTIONS CONT. SEALANT) AT PERIMETER OF BUILDING PAPER WOOOD y/-FFNIS14 * W BACKER ROD g/. —,,NON-MOVABLE APPLY SEALANT AND STUCCO 1 i-FA6TEN TO WOOD 6TRIICTURAL ON ALL SIDE& A CAULKING • JOINT ALL AROUND II e ® I —SEALANT • 1181�\J�____ TOP i SIDES THICK, 3 COAT CEMENT 6' CHU SIR PER SECTION PLASTER Etdedor b0no and pladerina BACKER ROD Exterior use of Portland cement plaster shallconplywith the application •X requirements of ASTM C 92618b. 0DRYER VENT (BLOCK)Ys • To 7fe• MID -WALL WEEP SCREED =� nd �• Installation of exterior lathing aframing k 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN ' shall comply with ASTM C 108319a, ,? MASONRY BEFORE APYING RE PL XX orASTM 1787. b' SELF-ADI-IESIVE �- u.RS LAYER M, .I,. FLASHING TEXTURED FINISHMASONRY STUCCO WRAP HOODED VENT BUILDING PAPER WOOD FRAMED OVER'QUICK — — —1 FLASH' WALL HORIZONTAL WEEP SCREED J' THIH 3 COAT CEMENT j-17 (FRAME TO BLOCK) METAL LATH HORIZONTAL WEEP SCREED ( FRAME TO FRAME) WRB LAYER MI. FORTIFIBER BUILDING PAPER PIPE THROUGH / WALL WOOD SHEATHING 6' WIDE STRIP SSF ADHESIVE FLASHMYs• CLEAN MASONRY BEFORE APPLYING APPROVED Z FLASHING i7 WOUSELURAIM BELOW B h WRLAYER , VAPPLY STUCCO WRAP ELEC. METER FIELD I STONE VENEER VERIFY LOCATION ELEG. METER FIELD VERIFY LOCATION CUT SUCH THAT 9 APPLY 60 MIN 6ELF-ADHERING OVER SCRATCH COAT NO MEMBRANE GRADE 'D' FELT MEMBRANE FLASHING ENTERS BOX, _ OVER STUCCO SCRATCH GOAT APPLY TO FACE EDGE 6ELF-ADHERING FLASHING OVER HORIZONTAL WEEP SCREED T TO 7 WZSTONE VENEER PRIOR INSTALLING ELEC. ......': N I OUSEWRAP METER wRB LAYER '2, FORTIFIBER (FRAME TO BLOCK) CAVITY TO BE FILLED STEP 1*3 cJ. BUILDING PAPER 1*4 WITH RIGID POLYMERIC TEF LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELA6TOMERIC DRAINAGE PLANE (WRB BASE SEALANT At POINT COATING OVER STUCCO/ G.V. FINISH LAYER #1 STUCCO WRAP) THAT ELEC WIRE PENETRATES (6EE TYPICAL WIALL C y C � x Q 4 Svaaiv ac RAT ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PRGJWT# 041 4B-10131 MODZ T 3EEB "2260—ELSTON" GARAG8 SNWGt RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C APPLY E-Z BEAD— SECTION) MIN WRB LAYER 02 (FORTIFIBER — - — - — - — — GIRAD0E 'D' " a;' " METAL LATH OAFCKTECT BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH X—x—x—x < 1 GOAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH( `� 0 WOOD OR �/16" ZIP WALL COAT LARGER THAN THE ELEC. METER CAN OR METER CAN SHEATHING ® COMBO OR METER CAN AND Fill At AR NO �� SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP #5 CJTEF No NOTE: DA 10/26/21 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE SCAIJM1/4'=1•-O" R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. O PENETRATION ISIZERT PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) J% VV TAT A2 WOOD SHEATHING W1RIB LAYER M, STUCCO WRAP WOOD UM LAYER 7, FORTIFIBER CONSTRUCTION BUILDING PAPER i'i HAT CHANNEL �' THICK 3 COAT CEMENT W%' TYPE 'X' DRYWALL PLASTER 6' SAE, IS TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED WOOD SHEATHING \\, 4' POSITIVE DRAIN WEEP SCREED WRB LAYER OL STUCCO WRAP i' THICK 3 COAT CEMENT • - r W SELF-ADHEREING PLASTERAM664UPWC-180 CUSTOM ' FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW I-'+ \\ WRB LAYER M, STUCCO WRAP AN UAIEB LAYER 7, FORTIFIE PAPER vt t i .+.' SELF-ADHEBUILDING RING WAQB LAYER M \ f FLASHING WRAPPED STUCCO WRAP �a AMICO AM66-WiUC-T8R CUSTOINGM CASBEAD ; 72,-WEEP • CORNER OF CANTILEVER EE AGRD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD E DTL.0 CANT. SCALE, 1 V2'•1'-®• NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-8471-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL D/S' TYPE 'X' DRYWALL WVTEXTURD 4 PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER 11D DRIP EDGE INSTALLATION S/S' TYPE 'X' DRYWALL LL N 41X !RED N PAINTED FINISH i' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASNG BEAD WOOD CONSTRUCTION ,LEATHER RESISTIVE BARRIER-1 WEATHER RESISTIVE BARRIER 7 THICK 3 COAT CEMENT ASTER TAL LATH OD SHEATHING 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON .WEATHER RESISTIVE BARRIER M -WEATHER RESISTIVE BARRIER 7 i' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAM WEEP SCREED dQ GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11 DRIP EDGE INSTALLATION EXT. WOOD FRAMEWALD SUB -FLOOR DECKNG-,,� PR-ENG'D TRUSS WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 7 f ]' THICK 3 COAT CEMENT! PLASTER METAL LATH WOOD SHEATHING (SHOWN F SEPARATE Y) EXTERIOR GRADE DRY WALL i' THICK 3 COAT C PLASTER 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING - - - - - FINISH LAYER (2 LAYER PEEL N BTICK)� 6' PEEL N STICK - DRIP EDGE TO DECK I VXI %' P.T. OR SIMULATED WOOD Mill FILLER CONTINUOUS WATER PROOFING bt \ LAYER (2 LAYER PEEL STICK) WRAPPED FROM / BALCONY DECK TTOM— CANTILEVER 6' PEEL N STICK • DRIP EDGE TO DECK---, I )rXI 3i P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BACKER,-' ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL I W/TEXTURD 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,})' MIN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER ROD N SEALANT VINYL CASING BEAD Y WEATHER RESISTIVE ,4. BARRIER M WEATHER RESISTIVE �wuae DARRIER 7 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF eD BEALANT,)i' MIN, SPACE FROM DRIP FACE TO TREX VINYL CARING BEAD WATER PROOFING I•t LAYER (2 LAYER PEEL N STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER M (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 BALCONY DRIP 11 EDGE INSTALLATION 2x FRAMING MEMBER �' THICK, 3 COAT CEMENT PLASTER 2 1/2' CORNER BEAD FASTENED TO SHEATHING * '1' O.C. MAX. ,., . CNN 1 WRB LAYER M, STUCCO WRAP z WOOD SHEATHING METAL LATH WRB LAYER 42, FORTIF15ER BUILDING PAPER (14A CORNER BEAD ® FRAME 2 1/2' �r CORNER BEAD (FASTENER 4 SPACING ® 1' D.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK Yi GAP ROD 4 WATER PROOFING lot--." LAYER (2 LAYER PEEL XUMN SHEATHING EATHER RESISTIVE AR�RIER M E-AAHER RESISTIVE ARRIER 7 SAE. \ °EEL 4 STr_K 1)6'x3' 'L' FLASHW'G FILLY EMBEDDED N ROOF CEMENT 111' X 3' 26 GA. GAIN. METAL DRIP EDGE SET N FULL BED OF SEALANT,)f' MN. SPACE FROM DRIP FACE TO TREX N STICK) PEEL N BTICK SUB FLOOR \ I MAIN P.T. OR SM ILATED WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT. BACKER ROD. MODIFIED 9O 5/4 RESILIENT HAT CHANNEL VINYL CASING BEAD S/S' TYPE 'X' DRYWALL W/TEXTURED N PANTED FINISH i' T14M 3 COAT CEMENT PLASTER I WOOD SHEATHING —� WRB LAYER M, sTucco WRAP WRB LAYER 02, FORTIFIBER EU)ILDINI PAPER------,, METAL LATH \' THIGG, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING WINDOW FLANGE ' RESISTIVE tM ' RESISTIVE i7 It COLUMN SHEATHING 6' SAP. I Nj'x3' 'L' FLABHNG FULLY EMBEDDED N ROOF CEMENT 1)y X 3' 26 GA GALV. METAL DRIP EDGE SET N FULL BED OF SEALANTA' MIN. SPACE PROM DRIP WATER PROOPIN9 yt LAYER (2 LAYER PEEL N STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATWM 4' POSITIVE_ BRAN USED BGRE6D VINYL CORNER BEAD J / (SWOW N FOR CLARIFICATION OF VINYL CASING BEAD � SEPARATE ACCESSORIES ONLT BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN /W/"T" T:T AQUTATi'_\ WRB LAYER 02, FORT EUILDING PAPER" METAL LATH J' THICK, 3 COAT CE( PLASTER —� &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE — 15 B CASING BEAD ® WINDOW ( FRAME, NO BAND SHEATHING WRB LAYER 01, STUCCO WRAP 1 WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH (EXPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774,6078 FAX: 407-774.4078 mmandmigngrouP.mm AA #: 0003325 0 4 C CL A $ E UNDXN. tk LOTs ABBOTT PARK LOT #10 BLK #13 PHASE:4B PROJECT# 4 81.04B-1013 MODMLe 3EEB "2260-ELSTON" GARAGE SITIE G: RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D � 10/26/21 1/4"=1'-0. axEET WA3 WOW SHEATHING Y.' GAP TYP a' THICK 3 COAT CEMENT GASING BEAD PLASTER TO TRIM METAL LATH uRe urER P IX TRIM MEMBER ° COutRAP WOOD SHEATWW-s • STUCCO TO H#>s LAYER 4, FORTIFIBER SIDING TRANSITION WAS LAYER Q, FORTIFIDER BUILONG PAPER BUILDING PAPER WRB LAYER'(, SIDING WOOD 814EATHING I IEreL LATH I STUCCO WRAP s CDAT c! ENi WRB LAYER'S, FORTIFISER BUILDING PAPER 6'BELF-'4DFERIHK+ - METAL LATH PLASHIM. WReS LAYER h, THICK 3 COAT CEMENT STUCCO WRAP STUCCO LAYER'(, vNYL aNGLED .VIEW FOR P STUCCO WRAP renn,r. Been VIEW FOR PLASTER - — — CLARITY) CASING BEAD DRIP CAP �'� 6' SELF-ADHEREING ADM FLAN(3E UPS LAYER -L ,; ;� FLASHING OR PEEL t STICK STUCCO HER/11' :( VWL ANGLED SIDING TO STUCCO CABNG BEdD :i:: UM LAYER a, FORTFIBER CASING BEAD ourT PAPER U rErALuTH i. (CROSS SECTION) i' THH:K, S COAT CEMENT PLASTER °'SELF -ADHERING r0 eEWPOQbC.ON6TRCTIQJ PLAMM :y %�''H WOOD 6HEATHNG i HEATHER RE6ISTTVE DRIP CAP BARRER -1UPRATHER i WlJDOW FLANGE I BARlIEIR IRC6ISTIVE /'� \\ I�(. LqP // / CASING BEAD ® WINDOW x?l'wl EAL 81D°6 \ RdeUi1 HERNG ��, (FRAME, W/BAND) PPL•A°fiM1,40 D'E'R"`' IL s �\ 1 MAATHERIWANW671YE 1 V V STARTER STRIP / \� \\ SAPPER MAUER RESISTIVE I I \� y 6' SELF-ADHERNG 1 / FLAGHINS wooD SHEATHING \ _ _ GAPLA METAL 6ALV'D METAL � � '2' PLABHNG METAL LATH Z' KASHNG I Y•' X 6T WPM LAYER'(, WOOD .:. ` STUCCO WRAP WOOD SHEATHING WRB LAYER 7, FORTIFIBER / uidoc°iR°Mre°>s�DER BUILDNG PAPER I I ;; ! WRB LAYER 01, SEAL SAP u�axlcNG ✓i' THICK 3 COAT CEMENT i STUCCO WRAP OR APPROVED 6G4LANT PLASTER i ` CASM WRB LAYER'2, FORTIFIBER VINYL ANGLED BUILDING PAPER SIDING TO STUCCO BLOCK TO FRAME VINYL CASING BEAD METAL LATH (EXPLODED �THICK, 3 COAT CEMENT 9 TRANSITION view POR PLASTER CLARITY) I NOTE: METAL LATH: LATH TO BE PER SECTION CASING HEAD ® RAISED R"103.'1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL 17A BAND (FRAME) LATH DOES NOT MEET SPECIFICATIONS) SCALE: 11/2' • I'-®• V 1110MBEYOND CON6TRIICTIQ4 Ulo TRUCTION BErgm 6LA66 �ADHERN6 WOOD 6HEATHNG WOOD MIEATHNG � A�gR RESISTIVE / HEATHER PM06TNV 6EATHER RESISTIVE BARRIER 9 HEATHER MMTIVE /\ 6�MKERABOVE TOP HEATHER RESISTIVE ' / BAIStlER a / / \ OF 7' FLASHING BARRIER 7 , i% ` \ \ �X. SLAP SIDING IL\ X?,", /' / \ 6' SELF-AMCRNG UYb 1 IL HEATHER RESISTIVE 1 ILA8HNM W SERING LF-ADHEBARRIER , BOAI®I BATTEN H_ PLAS14M LLE t \ ATHER RESISTIVE -ADHERING, f .� ` 1 URA74M P E61OTPA - \ / BARRIERBARRIER 'I FLAMM 9 / \ \iirel! IQSI6rlvE STARTER STRIP / \\ \� / STARTER STRIP \ .. BARS q 1 I / 'LF MINE I I \� b 6' SELF-ADIERNG OR I FLASHING \ \ GALVO METAL GALvb FETAL '� / HEATHER RESISTIVE GALVfl METAL Z' FLASHM 7' FLAM M BARRIER -1 TO LAP '2' RA6NN6 6' MK ABOVE TOP UIOOD°TotIH I ET�lit _ OF 'Z' RAISINS HARDIE TRIM PER ELEVATION E.z BEAe VNrL eA6m4% k X °' 6mrwl (uvw FLEXIBLE Pvc / 1 HIO�OD TRIM MRMBER / \ 6ACKER ROD) \ / I '°ELF -ADHERING •'°ELF -ADHERING I I I PLASHHIG ELEVATION TRIM PER �� ��, 3 �pqT \ \1 � AL GAP u,VGAIS.KING \ I GAF' IWCAULKRKMINT PLASTER \\ Lit' OR APPROVED SEALANT `� •? / OR APPROVED SEALANT HE6N THER RESISTIVE us TN I.1 IVE FEATHER RESISTIVE E-i BEAD vNn. Cd6NG �8Q BARRIER 9 OWIi' FR x�l pE PVC SIDING TO STUCCO SIDING TO STUCCO ® BLOCK TO FRAME BARRIER ® FRAME TO FRAME MeTl�e TRANSITION 24 9 TRANSITION J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME .l WRB LAYER'2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) -WIC LAYER 01, STUCCO WRAP, - ------------ -Y11AWRAPPED AROUND FRAMING MEMBER b' SELF ADHESIVE FLASHING 2X FRAMING WOOD SHEATHING MEMBER DETAIL BELOW EXPLODED 1xi FOR CLARITY -------------------------------------------i ------------------------------------------------ Y4' GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER SEALANT TO WINDOW METAL LATH U1R5 LAYER 02 FORTIFIBER WINDOW FRAME BUILDING PAPR —� �— WOOD SHE THING !m �� WRB LAYER'1, STUCCO WRAP V WIDE PEEL A STICK OVER FLANGE WINDOW 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 LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-774.4078 www.abdosipgroup.com AA #: 0003325 rn a i a R sumiv, ea IAT: ABBOTT PARK LOT #10 BLK #13 PHASE:413 PROJWT# 04 81.04B-1013 MOD21. 3EEB "2260-ELSTON" OA1tAOS sMINOt RIGHT PAOffi: WALL ASSEMBLY DETAILS 160 MPH EXP. C J D � 10/28/21 9CAI.M 1/4"=1'-0" B*Em= WA4 CPR MEET—HINKEEPINGTHEVENTPRCPERLY 4", 8" AND IS ALIGNED. VENT PIPE IS SEALED IFUTAEED. NALN PLACE - SHOWN IN 4"C'ALVANCED USING 1-- NAILS AT EACH CORNER. ROOFNGCEMENT SHOULD M APPUED TO ALLSHNGLE EDGES NEAR THE FR Mmm7m CUT OUT THE GOOSENECK VEMOENINGINTHERCOF OUTER EDGE AND AROUND THE ENTRE PERIMETER AS RECOMMENDEDINSEVEREWEATHERWASTAL SHEATHING.SIMTHEOPENINGINACCORDANCEWTHTHE CONSTRUCTION ZONES. CHARTSHONN. IN THE EVENT A MECHANICAL VENTFAN IS USED, SCE THE VENTOPENING IN ACCORDANCE WITH VENT FAN MANUFACTURE'S PIPING CONNECT-1 INSTRUCTIONS. " DONOTCUTINTOTRUSSESORRAFTERSWHENGUTTINGTHE OPENING IN THE ROCIF RE�MO✓VEE NTERFERNG SHINGLE NALE AROINOTHE PERIMETEROFTHEOPENINGSOTHATTHENALNGFl.ANC£ OF THE VENT LAYS FLAT TOTHEROOFSHEATHNG. SAE THE TOP AND SIDE FLANGES OF THE VENT UP AND UNDER SHINGLES. ALUDW TOM VENTFLANGES TOtAY ON THE BOTTOM THETOP SHINGLES FFF ROOF HOOD VENT DETAIL CUT NOIIOEURAP AT I8' ANGLE I � MODIFIED 9' CUi M LIOUSEURAP I I IIR'1DOW LINE OF OPENING OPENINGI \ I \ .OPI�IOOVED HOWlEWIItAP OVER 6141EATM4 OVER - LLD STUD WALL STEP 1 NAILNS FLANGE AT JAMM I- BEFLASHING MN F BELOW BILL \7/` FLEXIBLE FLASHING DO NOT ORAL BOTTOM FIN STEP 6 #S' TEMPORARILY FOLD -UP ( SEC NpMERAP. (O TUCK FLAP IDL At MEAD FOLD HOUSEW M AT JAMES, N aloft ML R INSTALL S' SELF-ADERNG K.6A WING OVER VINYL HEAD R-AOH111G fWITI ENO DAMS) NAILING K ANSE MaTALL VNYL CAP AS PHALTPLASTCCEMEM M—CARO.INDSASEOF PPE.0OVER FLANGE ALUM FLA6141W KV W. 90" OF BILL MO. MECHANWALLY FASTEN FANNED NALIkSEmdTAPLES) INSTALL DUPONT FLUDG RAP AS T PLAS1 M AT THE FOLD HOUOE~ Doles t TAPE DIAGONAL CUT 4 ACROSS MEAD OF whom PLUMBING VENT DETAILS NT8 INSTALL IV WDE AOHSN IVE - BACXED FLEXIBLE PLA M11-4 MATERIAL OWN OWP CAP Now (FROTSCTO-WRAP BT•2 XL-NOWV) STEP 7 STEP 8 WINDOW FLASHING INSTALLATION DETAILS 12 ( FULL WRAP) SCALE: NTS 38" WIDE VALLEYFLASHNO 50%OR HEAVERFELT UN—YMENT ASPHALT ROOFING CEMENT 8"OF CENTERUNE II MRA FASTNERGI NO OF SHNGLE MENDENDSHNGLE AT LEAST 11'SEVOND VALLEY DENTER-E / "CLIPPEDOPF CORNER AT 45 DEG-REES "x, _ FROM VALLEY CENTERLNE L7T IB THE CONTACTORS 111E8PON6b0.TT TO VERIFY ROOF VALLEY DETAIL MOUGIR PR. IBALANTF 4 SELIR7DR�Ta NGL JDNG TIME CO PA S ILITY OF I L PRODUCTS SCALIN H. N 8 FLASNNG MATERIALS USED DURING CONSTRICTION 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS ULAMNGt SEALANTS MAY REACT ADVERSELY F NOT COMPATIBLL dCLEAN cm AND SEAL JAMB TO BILL JOINT& WITH DOW 1188 FOLLOWNS COMPLETION OF EXTERIOR RETROFIT WORK mIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW TLE WINDOW OPENING REAL INTERIOR PERIMETER OF UANIDOUI WITH SEALANT APPLY 081 HaN (O ■OUAU SEALANT 4 WImOW A" JOINT. FLUID APPLIED FLAWWIG (LINGO UNITE -SEAL I10-8( OR EOUA. A SLOPE SILL TO EX L 17 16 THE OCNTACTOR6 14E6PONSRILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING SEALANTS ( SELF-ADHERNS. FLAMING MATERIALS, USED OuRm CONSTRUCTION. 2. FLAIBHNG AT EMEROR WNDOW6 AND DOOR OPENIINGS SHALL BE INSTALLED M ACCORDANCE WITH MMLFAOTURERS, INSTALLATION INSTRUCTIONS AND APPROVED METHOD U OF PBC RIMA U IN ACCORDANCE W TH FENESTRATION MANUFACTURER'S INSTALLATION AND PLANING INSTRUCTION& UIBRIUlGL. SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngro up.com AA #: 0003325 y m MEN Ly��1 3 rr q d A atmDiv. & L(OT ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJECT# 04181.04B-10131 MODRU 3EEB "2260-ELSTON" GARAGE awINGW RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C N D � 10/28/21 SCAIM 1/4"=1'-0" a WA5 I 1 I I I 1 1 1 \ \ l \\ —---- ------- ......._—_....._—.�..-.____ \ 77 . 2x6 SUB-BANb ............ W/1'x4' NOTCH - . ----- ---- — --- - ' END, WRAPPED IN V PEEL 4 STICK y _ - !Gi--DRIP EDGE P I/8 ✓ �/8' TEXTURED FINISH • WOOD 1/8 1/2' TEXTURED j� FINISH ® CMU METAL FASCIA WRAP I\ I\ I\ I \ axs aue , METAL FASCIA \\ <� WRAP FROM \ � r STUCCO, I' FROM \ \ - - -------------- 4. WOOD WALL \\\ EXTERIOR WALL 1\ �\i (FRAME OR CMU) \ \\ NOT : NOTCH FOR 2X6 1\ \\\ SUB BAND ONLY \ ®ELEVATION ®PLAN A 1/6' TEXTURED FINISH • WOOD, V2' TEXTURED PINI6H • cm METAL LATH WOOD SHEATHING oR cru WRB LAYER 91, L lu STUCCO WRAP (FRAME ONLY) UIRB LAYER 4, FORTIFIBER BUILDMG PAPER - (FRAME ONLY) Ep N� - _- 4 ©FLAN 5 —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) TEXTURED FINISH /WOOD, 1/2' TEXTURED / FINISH a CMU -2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL DRIP EDGE METAL KICK OUT PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND W/11�'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL . x x x x x x x x x x x 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 lx x x x x 2��•o is x x/ SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU 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 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 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 WN4'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 W w W.abdesign8roup.com AA #: 0003325 h G ~ b _ a Q A go 0 A ash aumm, ee IAT ABBOTT PARK LOT #10 BLK #13 PHASE:4B PROJECT* 04181.04B-10131 MOOR : 3EEB "2260-ELSTON" GARAGE ElTnWO: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C 0 'oRDM 10/28/21 acALE: i/4-=1'-0- aIt== WA6 FOUNDATION NOTES EXTEND - SLAB 1 1/2" 70'-R" 17'-7" TE-1 F-10 — — 3,$„ 28,_2„ " 4" CONC. w TOP OF SLAB O w SLAB �I y a I� O I ` \� FM-16X18 — — — — — — — — �\ EXTEND 6'-4" \` 13'-2" SLAB 1 1/2' 10' 2" I I I I°> 4" PVC CHASE J �z;� x m a� g Pip OF W SLAB R 10 I, II UP TO 2ND FLOOR i (FIELD VERIFY EXACT LOCATION) 11 L------� F-24I—r I CWC-,6x,2 7 8" 23 +1" — ——cWc-laxlz X 3 m —EXTEND SLAB 1 1/2" LFM-IPX18 — 5112" v I 14'-8" 6'-4" 6 T-5" L 3'-7" 4" CONC. °J SLAB I I � � W aW to U I W fI W L 0 � —FM_18X18 N � I� I I� I I 4 4 ,., 1.1 L — — — FM•16X18 _ J '-4" 5'4" -4" 2'-10" 16'-0" V-10" 8'-0" 21'-0" 29'-8" FOUNDATION PLAN SCALE: 1/4" - 1'-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 +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 10 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 WINDOWgDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT, 1,. MNOICATES #5 BAR, 31DICATES #6 BAR, INDICATES #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 2,000PSF. 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 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 4021802-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. I B. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR VWMM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 816 W1.4zW1.4 OVER 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-i6z18 161 CONTINUOUS 18" - 12) #5's FMC-18z18 16, CONTINUOUS 19, - (2) #5's VARIES TEA 8" SEE PLAN 8" - (1)#5's -)0'6' TE-2 IT SEE PLAN 10" - (2) #5's F-24z24 24" 24' 12, (2) #5's (2) #Ss F2-24z24 24" 24" 16, (2) # 's (2) #5's CW-18X12 16" CONTINUOUS 1T - (2)#5's (+)0l-0'. CWC-18X12 1@' CONTINUOUS 17' - (2)#5's #51N CURB VARIES F1-30X30 1 30' 30' F1-24X24 1 24' 24" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abd#elgngroup.mm L AA #: 0003325 � qh 4 ppa(( p o O gS O mmv ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJECT# 04181.04B-10131 MODEL" 3EEB "2260-ELSTON" GARAGE 8wDdG1 RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP" C 29 ROLMD A ABOUCHAM L AR NO 9V= j pptlNT DATM 10/26/21 aCAIX. 1/4"=1'-0" aitEET S1 30'• MIN. EACH WAY L MONOLITHIC FOOTING A f _ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING IN GROUTED d� _ CELL SEE PLAN FOR SIZE AND •�> • �': s' v� -- GARAGE DOOR a -> SPACING REQUIREMENTS g 2 SPACING REQUIREMENTS .r,� RECESS -1—FM. •, a a m a CORNER BARS, SAME SIZE AS LARGER BAR m D 6" CMU WALL . IN FOUNDATION WITH 30" LEG EACH ! (. m y 8" CMU WALL ' ' i WAYAT ALL CHANGES IN DIRECTIONS > vI ,-6„ B * a -a' I ..• SO THAT THE STEEL REINF. IS CONTINUOUS ••I *- ' • TOP OF SLAB . •. '. MATCH AMOUNT OF CONTINUOUS BARS CURB FOR /'I� MASONRY TOP OF BLAB Y .. ... SEE SLAB SCHEDULE • ... _. bl VARIES w . •�y ---�- SEE SLAB SCHEDULE TOP OF GARAGE .Islr I °w. CONTINUOUS STEEL MONOLITHIC .. FOOTING REINFORCEMENT SEE SCHEDULE UNITS SET >; AT ELEV: p. c BAR SIZE 48 BAR DIA EXT. PORCH SLAB 4" CHAMFER (I -STORY) < W/ 1/2" ISOLATION . • 6" CHAMFER (2-STORY) #3 18" JOINT (WHERE ♦ '. • #4 2q° EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/2'• ISOLATION ILA-__6" CHAMFER (2-STORY) a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING APPLICABLE) SEE SCHEDULE #5 3a' JOINT (WHERE. .Ti SEE SCHEDULE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST 1 FOR WXD, BAR SIZE 4 APPLICABLE) FIXt W.D, BAR SIZE NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), LINO N AND BAR QUANTITY #6 361 AND BAR QUANTITY #7 4Z' MONOLITHIC FOUNDATION RECESS AROUND GARAGE EXTERIOR MONO -FOOTING SCALE:3/4"=1'a• EXTERIOR MONO -FOOTING SCALE:3/4"=1'-a' 3CORNER BARS DETAIL SCALE 34„=1'-a' 1 DOOR OPENING 4 SCALE:3/4"=1'-a' 1 (7p GARAGE (1) 05 REBAR VERTICALLY W/GONG. POURED CELL 5 S 8" CMU Qy 4'g #LAB BAR �24" O.C. CENTER OF MIN. OF AND NAIL W/ 16d COMMCN46 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 WALL W/ SYP NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO BLAB W/ SECUREAB ° e• ¢ 2" CAPPED SECURED W/2-PART I EPDXY. IN. EMBED SPACING, SINGLE BTM, PLATE WEDGE ANCHOR TO BE PT. PROVIDE DEL TOP WASHER SET IN HIGH STRENGTH tr I° 4" CONC., REINF. W/ GALVANIZED PIPE d 8", UNO i o FOLLOW ALL MANE. PLATE EPDXY 5-1/2" EMBED. MIN. i6' OC ° 7 EMT}i«LENE W/FLANGE BASE SPECIFICATIONS FOR i M AX . 8-MIL POLY USE AND I BTM AND TOP PL0.4RTE w VAPOR BARRIER ON I� Td' b 9 PREPARATION OF ANCHORS W/ 70d x i 12" • WELL -COMPACTED ri w o 4• a' HOLE, COMMON NAILS FILL ALL CLEAN FILL TERMITE HOLES, DO NOT USE 10d TREATMENT SHALL BE SECURE FLANGE TO x SEE SLAB SCHEDULE .4 S' BORA-CARE SLAB W/(4) 1/4" X 2 1N' �. Q .•�. •.;� - TAPCONS (2)CONT. if4 REBAR QQ TOP OF SLAB -! e (2) #5 REBAR ON! CHAIRS AMFER (1STORY) AMFER(2-STORY) r�� 2,000 PSF VIRGIN SOIL OR 95% '.� EPTH COMPACTED SOIL �.• V RGIN. RENINTOzp VIRGIN O EERED SOIL � $ M SLAB HEIGHT LESS THAN 3'4§' O p6q plgry Ea. Ea. SEE SCHEDULE FOR MD, BAR SIZE EXTERIOR MONO DEEP ADDING BAR TO AND BAR QUANTITY FOOTING W/1BLOCK WALL BOLLARD IC4FOUNDATION INTER sOR CURB FOUNDATION WOOD WALL 1A 5 7 (W/UPLIFT) sDALE:34"=r-a'MONOLITH LAPTOP PLATE A MIN. OF 46" AND NAIL W/ 160 COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT OF WALL W/ PLAN LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO WALL W/ SVP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO z s SLAB W/10d MASONRY BTM. PLATE TO BE PT. SLAB W/10d MASONRY NAAL m NAIL 12" 0/C STAGGERED. PROVIDE DBL. TOP PLATE 12" O/C STAGGERED. w j ADDITIONAL METAL ADDITIONAL METAL C m CONNECTORS NOT CONNECTORS NOT REQUIRED WHEN NO REQUIRED WHEN NO 8" CMU WALL '• POURED LINTEL CONT. (TVA.) UPLIFT IS PRESENT. � UPLIFT IS PRESENT. _ *- -a' �,'e •, e" CMU FILLED CELL (TVA.) 6• TOP OF SLAB 5: SEE SLAB SCHEDULE 2X WALL FRAMING SEE SLAB SCHEDULE ,'I.-.—.��•^ SEMBEDMENIMPSON NTT 5" TOP OF SLAB SEE SLAB SCHEDULE MINIMUM INTO TOP OF SLAB z g • "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND •�—' • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX '.a•' •- _� POURED MONOLITHICALLY WITH . .� - FOUNDATION AND SLAB .>♦ • SEE SCHEDULE SEE SCHEDULE FOR MD, BAR SIZE r J EQ. EQ. SCHEDULE SEE -FORMD . BARSTD AND BAR QUA ./ AND BAR QUANTITY /AL FOR W%D, BAR SIZE AND BAR QUANTINI' COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO CURB FOUNDATION WOOD WALL 8 INTERIOR FOUNDATION WOOD WALL 9 SCALE:3a"=ra' (NO UPLIFT) FOOTING AND COL. PAD 10 SCALE:34"=1'-a' BLOCK WALL CONNECTION 11 sCALE:34"=1'-a (::INTERIOR scALE:34'=r-m (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407.7748078 FAX: 407-774-4078 www.abdasW*mup.wm L AA #: 0003325 � i, R BXMDIV. & LOTt ABBOTT PARK LOT #10 BLK #13 PHASE.4B PROJECTS 041 1.04B-1 131 HODSI.1 3EEB "2260— ELSTON" GARAGE 8W Df0i RIGHT PACE: DETAILS 160 MPH EXP. C L AR NO 93M j DA�TIL 10/28/21 SCALE': 1/4"=1'-0" sDIEET S1.1A STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND " SPACING REQUIREMENTS MIN. 10' TREAD WN 'NOSE s o 8" CMU WALL PAVER 6 #4 REBAR(TYP.) • TOP OF SLABS • TOPS SEE SLAB SCHEDULE 1/2"ADIUSOR CHAMFER E ° vi> rlr�ai. �•e SEE SCHEDULE w w E .• ,.� FOR WxD, BAR SIZE AND BAR QUANTITY > i � . - ��r.e timcf En. En. SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTTY TRENCH FOOTING EXTERIOR STAIR DETAIL INTERIOR CURB FOUNDATION CMU WALL 1 � � AT ALL PAVER AREAS SCALE: 1/2'=1'-d' SCALE: LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND WALL W/ 3YP No 2 STUDS SEE PLANS FOR SPACING. SINGLE SPACING REQUIREMENTS BTM. PLATE TO SE T. SECURE ST. PLATE TO SLAB Wl 1/2"x9" WEDGE ANCHOR W/ 2" PROVIDE DBL, TOP PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2" EMBED. MIN. @ IV, p t° SIMPSON SPH4 OR SPH6 OC MAX 8" CMU WALL BTM AND TOP PLATE _ ANCHORS W/ 10d x 1 12' `- d , COMMON NAILS FILL ALL TOP OF SLAB4' TOP OF SLAB HOLES, DO NOT USE 10d� • x 3' SEE SLAB SCHEDULE -0, EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER(1STORY) BAR SIZE 48 BAR DIA' � .° 41 . ° TOP OF SLAB .°. W/ 1/2" ISgATION 8"CHAMFER 25TDRY ( ) #3 18" U . JOINT (WHERE i #4 24" •a • APPLICABLE) ATCH STEEL #5 30" V. PVC CHASE REINFORCEMENT F. 38' THRU FOOTING PER SCHEDULE #7 42. 6" PVC CHASE THRU FOOTING SEE. E BAR FOR W. BAR SIZE MATCH STEEL AND BAR nUANRf1' SEE SCHEDULE REINFORCEMENT FOR w.D, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE INTERIOR FOUNDATION WOOD WALL THRU FOOTING 5 6 SCALE: 3/a"=r-d' (W/ UPLIFT} SCALE: 314"=1'-d' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS 8" CMU WALL B� F, SEE SLAB SCHEDULE =SLpg n^ SEE SCHEDULE FOR D. BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION CMU WALL 4 SCALE: 3/4"=1'-d' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesWMVoup.com AA 0: 0003326 s d O O A Uzi O aUDDIV. Ae IAT: ABBOTT PARK LOT #10 BLK #13 PHASE:4B PROJECT/ 4181. 4B-10 3 MODEL• 3EEB "2260—ELSTON" GARAGE 8WD9G: RIGHT PAGE: DETAILS 160 MPH EXP. C 2 RlwT DATIM 10/26/21 SCALE: 1/4"=1'-0" 821EET S1.1B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM I L VARIES PER ELEV. CLEAN OUT REQUIRED FOR INSPECTION 11 TI ETVERTICAL REBAR d� b • TO HORIZONTAL d.:' REBAR W/id'HOOK �— .. BAR SIZE 148 &4R DIA. #3 181, f h #4 24" #5 #S 3d' 38 HORIZONTAUVERTICAL #7 47' REINFORCING SCALE: 3/4"=1'-0" NEW REINF. BAR SECURED W/2-PART EPDXY, MIN. EMBED 8", UNO i i FOLLOW ALL MANF, SPECIFICATIONS FOR I USE AND PREPARATION OF j HOLE. ,d 4. d ^�� STEEL REINF. OF BOND.BEAM ADDING BAR TO BOND BEAM 4 SCALE: 3/4"=1'-d' A s N OFFSET METHOD CONTINUOUS BAR SIZE 488AR DIA METHOD 4 24 HORIZONTAUVERTICAL #5 30-' REINFORCING 4Z G #e #7 ' SCALE: 3/4"=1'-d' #5 BARS a• 0 ■ CMU UNIT DIMENSIONS b ARE NOMINAL SIZES MASONRY SYMBOLS 0 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 q aLTSDIV. Cg LOTs ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJECT# 04 1.04B-1013 MoDzu 3EEB "2260—ELSTON" GARAGE 8WRMt RIGHT PADS: DETAILS 160 MPH EXP. C -M NO 93M J DA 10/28/21 SCALE: 1/4"=1'-0" SHx= S1. 2,A 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) 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. 8. 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 REVIEWAND 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 ACCTUA7ED FASTENER, ZF 72 108S38, .177" ° x 2 7/8" LONG, WITH WASHER C 18" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE 3 DESCRUMCIN REMARK 0— (2)2xe (2) 2X12 BEAM SCHEDULE ROMM 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, TO. = THROUGHOUT MARK DESCRIPTION (psi) SIZE E, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x18 (1)#5 (1)p5 N/A GROUTED SOLID BB2 MASONRY 3000 8x8 (1)p5 N/A GROUTED SOUD SEE SHEET S2.2A FOR SAFE LOAD TABLES 8F18-1 T/0Ml0B BTM. 0 8'-8" q FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = l'-0" •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407.7744078 www.abdmJgngmup.eom AA #: 0003325 J M C c O 'BUDDzv & LCI ABBOTT PARK LOT #10 BLK" #13 PHASE:4B 3EEB "2260- ELSTO RIGHT PAGE: FIRST FLOOR LIFT BEAM PLAN AND NOTES "160 MPH EXP. C, ROLA D A. A AR NO Dw 10/28/21 SCALE: 1/4"=1'-0" spin= #5 CORNER BAR W/ 30"LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR WI10'HOOK TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. S''r 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. BOND BEAM 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. dr REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH(1)#5 BAR CONTINUOUS AROUND Gt� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 8'X16' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITHALINTELTHE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1' TOP OF THE LINTEL 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. S' / PEE 8x18 DBL BOND TOP OF / 2 I; BEAM W/(1)#58AR BOND BEAM EACH COURSE • • BxB BOND BEAM TOP OF W/(i)#S BAR ..•: BOND BEAM ��OF F =FILLED W/GROUT U =UNFILLED GROUT SOLID FROM P NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL BEAM COURSE � SEE NOTE 5 Pam? 16-1T/1 M/ B 8x8 PRE -CAST CONCRETE NOMINAL �� LINTEL W/ (1) #5 BAR (L2) P� LENGTH OF BAR = NADTH OF MASONRY a HEIGHT #OF #5'S, TOP OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THATXFX%-1T/1MgBINDICATES ADOUBLE BOND BEAM #OF YS'S, BOTTOM BxB PRE -CAST CONCRETE SCALE:34"=1'-0 ANDXFXX-ITgWOB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XU%X -1Tfl M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL Of OPENING AND XUXX-1TAM/OB INDICATES A SINGLE BOND BEAM ABOVE UNRLLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1-3/18 SINGLE BOND BEAM TAPCON OR DRIVE PIN (MIN AT HIGHER ELEVATION SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT SINGLE BOND BEAM 1/4") 8" FROM EACH END AND AT LOWER ELEVATION 18" O.C. MAX. MIN 1-1/4" EMBEDMENT #5 BAR BENT AS SHONM ,�3 ,M,. PRE -CAST .a 2.6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK WINDOW � SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 14 ") 8" SLOPE FROM EACH ENDNDIB" O.C. MAX. MIN 1-1/4" EMBEDMENT 6 2x8 (MIN 2 X 3)2-3/16 TAPCON OR PIN OPEN FACE SHELL 50 SHANK SIZE. 145 MEN HEAD AS TO ALLOW BENT SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BAR TO BE PLACED IN 1/4" 8" FROM EACH END AND SECURE TO SHEATHING W/ UPPER AND LOWER #5 MIN. REQUIRED IN 18'. O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA. END BOND BEAM EACH CELL HOOKED IN EMBEDMENT TOP BOND BEAM W/ 7/16" OSS SHEATHING STANDARD ACI HOOK TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION CORNER BARS 4 ARCHWAY FRAMING DETAIL AT CORNER STEP SCALE „/2'=,'-D' S SCALE: 3/4"=1'-0" 3 SCALE: 314"=1'-0" PROVIDE 3" DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I s I - SINGLE #5 CORNER BAR,3000 TURNED UP STEEL REINF. OF OR URNED DOWN INTO FILLED CELL BOND. BEAM II I II � I�8x6 II CMU PIER PROVIDE #5 BAR W/ SINGLE OR DOUBLE REINF. BAR(S), AT EACH SIDE SEE PLAN. () / STEEL REINF, OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=1'-0" SINGLE LINTEL, MULTIPLE OPENINGS v SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.mm L AA #: 0003325 , h S € IN �I � }};; p s gp v aUNDiv ae Lo7! ABBOTT PARK LAT #10 BLK #13 PHASE: 4B PnoJwTN 04181.04B- 0131 MODEL- 3EEB "2260—ELSTON" GA%AGE EWDM: RIGHT PAGE: DETAILS 160 MPH EXP. C "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH BUS 816-0 16.1 1 7T/06 1T/OB 1TIM TYPE LENGTH 8/8 PLAIN 8l8 SOLID TYPE LENGTH ere 1T 8n61T 8720.1T VA44T 8/1e-IT 8032-1T ele-1B 1e•1Tn trn 1Tn 1rnB 1THB ero,27 8/1s•2T erla0 er24-2r e0.2T 8752-27 3'4i PRECAST 1498 862 3114 42V 6321 BOB 7531 3i' PRECAST '4 889 1024 4i 3'PRECAST 1500 3524 4304 6203 6132 7001 2486 8113 8986 7708 9031 10000 1689 9524 4804 6288 8132 7001 4'-0' PRECAST 1085 700 �' 3125 3946 4T66 6667 4'4Y PRECAST 514 763 4'4Y PRECAST I= 3o80 3815 467o ismeo79 1981 6113 7192 6624 7827 6761 1303 3080 3815 4670 530 e079 4'-0- PRECAST 819 633 1770 2400 3033 SOBS 4300 4'4r PRECAST 398 591 4'-8" PRECAST 1207 2502 3375 4043 4711 6370 IBM 5743 7547 9752 6641 7505 1207 2707 3375 4043 4711 6379 5' 4' PRECAST 931 1247 1999 25M 3123 36M 4249 5-4" PRECAST 411 411 5' 4" PRECAST 1018 Iwo 2374 2944 3513 4084 1319 44W 7196 7342 57e0 8269 1016 2270 283E 330 3061 4084 5-10- PRECAST 817 1024 1631 209D 2M 3009 3470 PRECAST 340 339 5'-10' PRECAST ON 1499 1971 2443 2015 3387 1181 3093 5877 am we 8 577e 920 2000 2503 3107 Sean 4133 W-61 PRECAST 692 1139 3227 3031 3707 4383 5001 W-W PRECAST 410 721 8'43• PRECAST 835 1201 1578 1956 2332 2700 1130 SW 46Be 7054 10DOD e825 835 1e88 2328 2780 3251 3712 T43' PRECAST 570 98B 2498 22DS 2886 3191 3886 T-8' PRECAST 303 534 T$• PRECAST 718 ow 1181 1482 1743 2D25 938 2490 34M 4864 70P 6472 727 1034 2025 2420 2827 3228 w 4" PRECAST 428 633 1693 2204 2481 2816 2821 9,4. PRECAST 192 384 W-C PRECAST 454 see 787 948 1129 1310 8n 1674 2299 3051 4080 4800 572 1318 1643 100 2164 2519 10'4P PRECAST 388 487 1247 1767 1904 21U 2028 1043" PRECAST 151 301 10'4P PRECAST 358 468 $12 765 e99 1042 550 1407 1897 2781 3222 3784 504 tteo 1472 1783 1710 1000 11'�• PRECAST 544 1312 1742 2252 2888 3030 1 T 4• PRECAST 132 417 11'�' PRECAST 430 406 530 863 777 $72 644 1312 1742 2252 2806 3662 466 1042 1372 1843 1470 1710 12'-0• PRECAST 308 607 1210 ISM 2048 250 3101 12'4" PRECAST 111 370 17-V PRECAST 383 306 478 567 an 7e3 507 1210 1596 2048 2688 3171 440 940 1300 1660 1914 1476 13'-4" PRECAST 270 433 1045 1305 1732 2157 25M 13'-4" PRECAST 82 298 13'-4" PRECAST 308 303 393 484 575 es 414 1045 1385 IT32 2316 2W5 306 780 1057 1312 1071 1 1203 14'-0" PRECAST 254 368 978 1272 1808 1988 227E 14'4Y PRECAST 71 203 14'4Y PRECAST 279 278 350 443 an ON 300 978 1272 low1950 2389 378 717 961 1 1102 975 1133 14'-8" PRESTRESSED N.R. NR NR NR NR NR NR 14W PRESTRESSED N.R. 283 14'-8• PRESTRESSED = 422 BOB on 746 866 46B 1079 1420 1824 2277 2712 246 863 980 1237 1474 1715 15'4" PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 252 151w PRESTRESSED 224 387 464 574 664 793 412 1014 1340 1703 2118 2513 230 616 on 1134 1353 1572 1T-4- PRESTRESSED N.R. NR NR NR NR NR NR lr 4• PRESTRESSED N.R. 183 1T-4• PRESTRESSED 187 328 9e6 461 697 Goo No eye 1121 1413 V39 2047 102 5" 720 6p1 1135 1312 19-4- PRESTRESSED N.R.235 NR NR NR NR NR NR 19 4" PRESTRESSED N.R. 148 19' 4' PRESTRESSED 182 266 348 480 513 595 736 959 1200 1467 1718 186 420 623 803 950 1006 21' 4' PRESTRESSED N.R.180 NR NR NR NR NR NR 21' 4- PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 464 627 696 833 1036 1108 1488 142 373 537 Soo 816 90 22'-0- PRESTRESSED N.R. NR NR NR NR NR NR 2Z-W PRESTRESSED N.R. 118 2r-W PRESTRESSED 137 ?� 290 369 428 497 166 650 784 992 1203 1361 137 868 513 860 779 000 24'-0" PRESTRESSED N.R NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 Z45 3D2 380 418 129 460 854 824 10+a 1147 124 Ste 1 ass 1 Set 1 eel 703 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" SY QUALITY 2018 EDITION, LOTT'S MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4. OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.774-4078 www.abdeslgngro up.mm AA#: 0003325 i R at nSDIV ea Lro1! ABBOTT PARK LAT #10 BLK #13 PHASE:4B Pitoj CT# 04181.04B-10131 MODRIa 3EEB "2260—ELSTON" GARAGE aWINO: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 2� ROLAND A A1901JIMACRA AR NO 933M DA MT 10/28/21 aCA=: 1/4"=1'-0" axis= 11k1S2.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 12" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1 Od 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 (4y. 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 U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4, AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE 812E A BASE PLATE OR MARK DESCRIPTION REINFORCEMENT REMARK 414 (3 12" x3 12") HTT4 W/ 518" CIA x 5" EXP. D1 SYP. PT, WOOD POST BOLT 414 (3 1/2"x31/2") ABU44 W/ 518" CIA. x 5' ® SYP. PT, WOOD POST EXP. BOLT r--------- FIRE L- — — — — — _ — - 3M"sub FLOOR - 2X4 NAILER PRE-ENG. FOR DRAFT U STOP FLR. TRUSS ELEV. VIEW PRE-ENG. FLR. JOISTS �I 3/4" PLYWOODI DRAFT STOP �I PRE-ENG. FLR. JOISTS 1�1 2X4 NAILER FOR DRAFT STOP 314" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS SIMPSON LGUM46-SDS W/ (4) 3/8" X 4" TITEN HD ANCHORS TO CMU 8. (4) 1/4" X 212" SDS SCREWS TO BEAM ::1 � 1'I AIIII 11 11 � / II "II 11 11 11 11 11 11 11 It it It It u Ilh�IIII II II II II II II II II II II II it II II II II II It 11II u u n n It it .1 .1n � �y� II II II II I I I II II II II II II II II II II II II II II II 11 II II II II 1 II II II II II II II II II II II 11 1II I 111 11 11 11 11 11 11 11(_ I 1 11 11 11 11 II 11 11 11 11 11 N IT l u 11 uFJ21 D 49 u u u n I J3u a u u u n n uFAII u r u 1 11 11 II III II II II II II II II II II II II 1 11 II 1 II II II II T��I ��l 11 It II II 11 11 11 11 11 11 11 11 It 11 III II II II II II II 11 11 11 11 II 11 I1 1 11 II II III II II II II II II It 11 II II II 11 11 11 II II II II II ('''ll II II 11 11 11 11 II II 11 II II 11 11 11 ° II II II II II II ' IIN III II II 1 11 II 11 III II II II II I I II II II D�IIE 111211 R w4l4) e. 48"' ° I IDBLIBTUDIS 112X°, °p AR' G WALL W/SYP N0.2 II II S p II I II I 1 it R n WD1 .. .. .. NAILS _I n 1 n u P OF W16" It 11 WALL EL. V-8". II p OBLSTUDSU HJ104STIUDS HJ7 =SECURE2X12 HDR PROVIDE DRAFTSTOPPING TO LBW W/MTS-20ALONG THIS TRUSS AS TO W/(14) 0.148"x 212" LIMIT AREA TO 1000 S.F. NAILS PER FBCR 502.12 --- - z ------------- _ - Ziff SIMPSON HU26 W/(4)1/4" X _= -=23/4"TITEN2ANCHORSTO CMU 8 (2) 10d X 1 12" GALV. 11 1L.NAILS TO TRUSS C 11 11 1-T'=�=�=�=�=�=�=�=r JL_-IL _-_-_-_-_-_-_-- - - II 11 't'� U 9B 10B 3 PRE FABRICATED I -JOIST 1 1 24" O.C. MAX SIMPSONHETAISVV(2) °----_=—=_=_=—_ 12" WOOD PANELS -------------------- FLOOR FRAMING PLAN SCALE: 1/4" = V-0" IJOIST 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigrWoup.com AA k: 0003325 h kimp s a 4 s R 4 h C avaDly ec LOT•. ABBOTT PARK LOT #10 BLK #13 PHASE:4B P1t0j=T111 04181.04B-10 31 MOD81. 3EEB "2260—ELSTON" GA tAoa EWING: RIGHT PACE: FLOOR FRAMING PLAN 160 MPH EXP. C ROLAW A ABOUCHACRA AR NO 997M Dw� 10/26/21 scALE: 1/4"=1"-0" aHZXT s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 j' NAILS TO TRUSS 842) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 ?' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWM WITH (16) l ld x 3 }" NAILS TO GIRDER AND (2)SIMPSON HETA16 TRUSS ANCHORS WITH (12) lad x 3 } NAILS TO GIRDER ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) lad GALV. COMMON NAILS, ix2 SECURED W/10d GALV. COMMON NAILS 17, O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES C 24" C/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) SlaTYPICAL TRUSS/ 1b 1c GIRDER CONNECTOR(S) SCALE:34"=,'-a' ss SECURE I -JOIST TO TOP PLATE wt (2) 12d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE BBiIEB BACI®tBtAD( TFACIOSB)B 4500 3/4" WOOD PANELS 6000 (2) 12"WOOD PANELS 60 (2) 12" WOOD PANELS 90 2x LUMBER 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG (JOIST Stall GYPSUM BOARD OR 12" HIGH STRENGTH CLG. BOARD PROVIDE BLOCKING 2" GYP. WL. BD. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. ADDITIONAL METAL CONNECTORS NOT REQUIRED WHEN NO UPLIFT IS PRESENT. 4 I -JOIST CONNECTION L.B.W. scALE:34'=r-a' (NO UPLIFT) OTCH DEPTH 1/4`D q GE >516ll METER L. STUD OUTER 113OF SPAN ONLY HOLE EDGE>5/8" BTM.HOLE DIAMETER PLATE< 3/5'11 D.L. STUD STUD NOTCHING AND BORING LIMITS 6 SCALE: 1 1/2'=1'-a' ENGINEERED WOOD TW 0 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI8 - TRUSS ANCHOR WITH (9) tOd x 1 �• NAILSTO GIRDER. PROVIDE 5" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22"x4", 6", 8" x 4'-0" MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \.—A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDONM WITH(4)1 x 5" TITEN HD TO CMU AND (12) SDS �' x 2 �' TO GIRDER S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) �' x 5" TITEN HD TO CMU AND (18) SDS j' x ix2, 2x WOOD FASCIA 3" TO GIRDER SEE ARCHITECTURAL C-(2) SIMPSON FGTR GIRDER TIEDOJVNS WITH 2x SECURED W/(3)18d (2) �' x 5"TITEN HD TO CMU AND (18) SDS a' x 3" GALV. COMMON NAILS. lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 1Z' O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LSS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 88M LSS (2 PLY MIN.) S S 2c TYPICAL ROOF GIRDER CONNECTOR(S) BERG BACN9lm= THN30M 4500 3/4" WOOD PANELS fi000 (2) 12" WOOD PANELS 80 (2) 12" WOOD PANELS 90 2x LUMBER L8TA12 20 GAUGE W/ 10d,1,2 HDG COMMON NAILS. EACH END TOTAL OF 10 LVL/1-JOIST WITH BACKER BLOCK HTT4 At 518' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (18) lad x 2-1/2" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB 4. 9. LVLMOOD POST CONNECTIONS 5 SCALE 3/4"=1'-0" A - SIMPSON IUS1.81/16 G < 1400 LBS, U < 70 LBS W/ (2) 3(4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 3/4"° WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 C - SIMPSON MIU3.56/16 G < 2900 LBS, U < 210 LBS W/(4) 31411 WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (24) 1ad GALV. COMMON NAILS TO HEADER AND (2) 10*1-112' GALV. NAILS TO JOIST FL#17241 D - 81MPSON HHUS7.25/10 G < 4140 LBS, U < 1810 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED (16) lad GALV. COMMON NAILS TO HEADER AND (10) lad GALV. NAILS TO JOIST FL#25749 E - SIMPSON MIU4.75/16 G < 3455 LBS, U < 210 LBS WI (8) 3/4"' WEDGE-BOLT/J-BOLT, 5" MIN. EMBED lad GALV. COMMON NAILS TO HEADER AND (2) 10fc1-1/2' GALV. NAILS TO JOIST FL#17241 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: 3/4"=1'-a' 6-T MAX (WIIX4) OR 1a-T MAX MV2X4) MAX.,"OR 2x4 BTM. CHORD BRACING 10'-0" O/C MAXSECURED W7 (2) iDd COMMON NAILS AT EACH CHORD INTERSECTION TYP. # 1100 UPLIFT SIMPSON HTSM20 W11010d TO TRUSS AND (4) 1/4" x 21/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4)1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2" COVER & 2" APART REPAIR OF MULTIPLE S MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-a' ix4 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES END WALL OR OTHER END TYPE CONDITION, IF DEPICTED SEE PLAN 6 BTM. CHORD BRACING SCALE: 3l4"=1'-a' PERPENDICULAR TO I -JOIST (2) 2X12 24' MAX W/ 2C MAX. W/ 8" MA%. END SYP. P. T. OF SHEATHING (JOIST (JOIST SPACING FRONT �'y SEE FRAMING PLAN TYP. TYP. LEDGER END OF • • LEDGER xL. e .C' . m • BOARD a ''FF-- 3, y' t° � (2) 2X12 SYP P.T. (2) 3/4" EXP. BOLT LEDGER BOARD TO J-BOLT OR TITEN BOLTS REAR BE USED PERPENDICULAR W/ 2" WASHER &512' LEDGER WITH WOIST MIN. EMBED. (TYP) PARALLEL TO I -JOIST (2) 2X8 OR BTM k- 2C MAX W/ 24- MAX W/ S" MAX. ENO SPACING SYP. P.T. ry OF SHEATHING SEE FRAMING PLAN '22 T 'JOIST TYP. TYP. FRONT LEDGER w END OF LEDGER • • BOARD `& d w L' 2X8 SYP P.T. 1/4"X8" 7APCON b LEDGER BOARD TO At3"MIN. EMBED REAR BE USED PARALLEL TYPICAL LEDGER TO I -JOIST 1. ENSURE THAT EXP. BOLTS/J-BOLTS/TITENS ARE PLACED INTO GROUTED CELLS, 6'ALL AROUND BOLT. 2. SPLICE OF FRONT AND REAR LEDGER SHOULD LAP A MIN OF 3. ALL BOLTS TO HAVE WASHERS. 4. EXP. BOLTS/J-BOLTS/TITEN BOLT SHOULD NOT BE ANY CLOSER THAN 6' O/C. 5. ONLY LEDGER IN DIRECT CONTACT (REAR LEDGER) WITH CMU REQUIRED TO BE P.T. FLOOR JOIST LEDGER SCHEDULE MARK SIZE I BOLT SIZE WN. ENDDIBTANCE CENTNIL SPACING A DOUBLE SYP 2x8 1 1/4" 1 8" 24" O/C MAX B DOUBLE SYP 2112 1 (2) 3/4" 1 ell 24" O/C MAX A FASTENERS FOR PARALLEL LEDGER SHALL BE 1/4" x 8" TAPCONS W/ MINIMUM 3' EMBEDMENT. B. FASTENERS FOR PERPENDICULAR LEDGERS SHALL BE 3/4" x 11T EXP. BOLT/J-BOLT/TITEN BOLTS W/ 5-12" MINIMUM EMBEDMENT C. FASTENERS DO NOT NEED TO ALIGN HORIZONTALLY EXCEPT AT ENDS S WOOD LEDGER DETAIL (I -JOIST) SCALE: 3 4-I'-a' (2) 2X4 No.2 SYP DIAG. - BRACE At (3) 12d 0 EA TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-ell (1) "X' BRACE 30'-ill TO 60'-0 (3) "X' BRACE (1) "X" BRACE Q CENTER (2) "X" BRACE DIVIDED EQUALLY FROM CENTER TO END. 2x WOOD FASCIA, SEE ARCHITECTURAL PRE-ENG GABLE TRUSS STIFFBACK (ASPER TRUSS ENG) SEE SCHEDULE FOR BOND BEAM REQ. 2x4 BLOCKING BETWEEN TRUSSES WHERE X-BRACING IS PRESENT AT 4'-0" O.C. (AT SHEATHING SEAMS) SECURE 2x PT. PLATE TO BLK W/ 12" DIA ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32' OC MAX SECURE GABLE T02x8 P.T. PLATE W/ 12d's 6' O.C. MAX CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 104" O.C. MAX. 7 BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE! 3/4"=I'-a' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-a' I 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6079 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J O A RiLi [Bvaaiv & LOT: ABBOTT PARK LOT #10 BLK #13 PHASE: 4B Plt0jwT# 04181.04B-1013 MODS a 3EEB "2260-ELSTON" GAAAOS 81IMMc RIGHT PADS: DETAILS (I -JOIST) 160 MPH EXP. C pa DA 10/28/21 BCA=: 1/4"=1'-0" piEw BS3. 1 A SIMPSON H6 W/ (8) 8d COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON HOW (8)8d COMMON NAILS EACH END WOIST LVLJ PLATE STRAPS W/tOdx1 1 /2" HDG NAILS WALL / FLOOR FRAMING, 2 I -JOIST PARALLEL TO WALL SCALE: 3/4'=V-0" W CMU WALL REINF. PER PLAN PER ELEVATION PER ELE TI 2.4 P.T. CEILING NAILER Wq MASONRY NAILS al O.C. 1X2 FIRESTOP #8 WOOD SCREWS x 2" LONG @ 3" O C.; STAGGERED AS SHOWN DBL, 2X8 SYP#2 LEDGER, I SEE FLOOR JOIST LEDGER SCHEDULE, 10/631A —}" X 6" TAPCONS 8" CMU WALL REINF. PER PLAN E EVATION WOIST (SEE FRAMING PLAN) PER ELEVATION (2)2x4 PT. W/ MASONRY NAILS a12'OC. 1X2 FIRE -STOP SECTION DETAIL AT I -JOIST PARALLEL TO EXTERIOR WALL 3 SCALE: 3/4"=1'-0' #8 WOOD SCREWS x 2" LONG C 3" O.C.; STAGGERED OFF CENTERLINE 314'. AS SHOWN T (SEE ' FRAM FRAMING PLAN) DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.IA SECTION DETAIL AT I -JOIST PERPENDICULAR TO BEARING ON EXTERIOR WALL 4 SCALE: 3/4'=T-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-ENG'D WOOD SEE SCHED. BELOW ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24" O.C. NOT SHOWN FOR CLARITY) MAX D 2X4 DIAGONAL BTM. CHORD PER ELEVA 4PRE-ENG BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY ROOF TRUSS SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN TRUSS TO TOP PLATE 5/6" GYPSUM BOARD OR 12" HIGH W/ 112" DIA. ANCHOR BOLT W/ T A - SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x6 SYP NO. 2 WASHER SET IN HIGH U < 990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE (2) WOOD POST TO STRENGTH EPDXY 6" MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 32" OC MAX B - (2) SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W/ (14) 10d BELOW FOR PLATE W/ 12d% 6' O.C. MAX GALV. NAILS EA STRAP 2x4 OR 2.6 WOW BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL. TOP PLATE PROVIDE BLOCKING O• SIMPSON SPH4 OR SPH6 STM 12" GYP. W4. BD . • O AND TOP PLATE ANCHORS WM x 1 1/2" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONT1IL 2x4 SECURED tOds EACH FILL ALL HOLES, DO NOT USE 10tl 1/2'k9" WEDGE ANCHOR W/2' WASHER SET STRENGTH ,n't ! TRUSS/WOOD POST CONNECTION (;, ": LWt ED TRUSS TO BE INSTALLED � 10-0" O C. MAX. TRUSS x3• EPDXY 5-1/2" EMBED. MIN. 0 18" EMBED. 10a 10b 10c OC MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL °" 8 TRUESTOPOST CO,,,,EMM SCALE: 34"=1'-0' • a� A - SIMPSON MTS-12 U < 990 LES W/ (14) 10d GALV. NAILS. • E B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGT/HDU4 U < 4565 LBS VGT TO TRUSS W/ (16) 1/4"x3"SDS,(1)5/8—A.T.R. TO HDU4 AND (10)1/4" X 212" SIDS TO POST TRUSS CONNECTION @ L.B.W. POST TOBLA CONNECTION A&B - 81MPSON ABU44Z POST BASE <U: 1, 900 G:5,660 W/ 5/8 DIA x S' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 G:10,335 Wq 518 DIA x U' EXP. BOLT C - SIMPSON HTTS POST ON SLAB <U:4,565 W/ 5/e" AS. WITH MIN. T' EMBEDMENT TO SLAB & (26) 18d x 2-1/2' NAILS TO POST, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.ebd esWngroup.00m AA #: 0003325 h ib 1O r0 < E o ads 11WRDIV. Am Lr 2% ABBOTT PARK LOT #10 BLK #13 PHASE: 4B [PROJECT# 04181.04B-10131 MODEIa 3EEB "2260—ELSTON" OA1tA0E BWtNOs RIGHT PAGE: DETAILS (I —JOIST) 160 MPH EXP. C PAWT DATM 10/28/21 SCALE: 1/4"=1'-0" INKMET S3.1B I'll., 21'-8" 8'-0. 4 S2. TOPR OF �ECIC I \��� OPEN ,-�'�� ,- 2'-8" SECOND FLOOR DECK PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdealgngro up.eom AA #: 0003325 q s o a o avaa:v & LOr ABBOTT PARK LOT #10 BLK #13 PHASE:4B PltC"=T/ 04181.04B-101 1 MOaEu 3EEB "2260—ELSTON" GAnAGE BWnM: RIGHT PAGE: SECOND FLOOR DECK PLAN 160 MPH EXP. C AR NO 9370 ' DATM 10/26/21 *CAM 1/4"=1'-0" sitz= S4 DSL. TOP PLATE CONT. LAP TOP PLATE A MIN. OF 46' AND NAIL W/ 16d COMMON 2. HEADER SEE PLAN FOR SIZE NAILS, 2-ROWS, 4" O.C. BTM. AND QUANTITY PROVIDE Ix 2x6 BLOCKING FOR SHUTTER LAP TO OCCUR OVER STUD WOOD OR 1/2" PLYWtJOD ;; INSTALLATION. PROVIDE 112' FILLER(S). NAIL ALL TOGETHER 9� PLYWOOD FILLER(S). NAIL W/ 16d COMMON NAILS, ALL TOGETHER W/ 16d 2-ROWS, 6'O.C. COMMON NAILS, 2-ROWS, 6' C SHORT 1, STUDS BETWEEN HEADER ABOVE AND e FRAMING DIRECTLY ABOVE (1) 2x6 FLAT TOE NAILED TO 3/4" DIA. x 8" MIN. EXPANSION WINDOW JACK STUD 2x NAILED INTO BOLT W/ 30 OVERSIZED INSIDE AND OUTSIDE PLY OF WASHERS PLACED 16" O.C. 4" EMBEDMENT A -A FILLER BELOW W/ MIN. CONC. e�SECTION I COMMMM ON NAILS, 6''0. O.C. ® � SHORT 2x STUDS BENEATH WINDOW SILLS 2x6 BLOCKING FOR SHUTTER INSTALLATION. PROVIDE I2' PLYWOOD FILLER(S). NAIL 2x MID -HEIGHT BLOCKING 6 ALL TOGETHER W/ 16d AND ANY PLYWOOD SEAMS 3 COMMON NAILS, 2-ROWS, 6' W/ (2) 16d TOE -NAILS, EACH 2x HEADER SEE PLAN FOR O.C. END SIZE AND QUANITY y PROVIDE 1x WOOD FILLER(S). ❑a NAILS ALL TOGETHER W/ 16d SINGLE BTM. PT PLATE COMMON NAILS, 2-ROWS, 6' SIMPSON H10A W/ 10d x 1 V7 O.C. GALV. COMMON NAILS, FILL SIMPSON SPH4 OR SPH6 ALL HOLES OR SPHB 70P &BOTTOM 4•-0• MIN. TOP PLATE SPLICE STUD PLATE TIES W/ 10d x 1 AND NAIL W/ 111 112" GALV, COMMON NAILS NAILS, 2-ROWS, 4" O.C. (AT EACH STUD) FILL EVERY HOLE. DO NOT USE 3" LONG NAILS T I B BTM. MEMBER OF TOP — 3 li—�R JI PLATE SPLICE MUST LSTA18 WI 10dx3" GALV. COMMON OCCUR OVER STUD. NAILS, (7) EACH END TOTAL OF 14 2x MID -HEIGHT BLOCKING ^4" NAILS. APPLIED TO INSIDE FACE (1) 2x FLAT TOE NAILED TO AND ANY PLYWOOD SEAMS i TYR ONLY FL#17244 SEE SCHED OR # STUDS JACK STUDS W/ (2) 16d NAILS EACH END NDER EADER SEE SCHED El FOR #FULL HEIGHT 2x STUDS DIA X 8" MIN W/ 4" .BOLT 3X3 OVERSIZED WASHERS PLACED 4" TYP. 32" O/C 6" MIN CONC.EMBED. TYP. r coen..,r (3) 2x12 HEADER PROVIDE DBL. TOP PLATE 1/2" PLYWOOD FILLER(S). NAIL ALL TOGETHER W/ 16d CONT. COMMON NAILS, 2-ROWS, 6' — O.0 N — N 2KiW$ aft LAP TOP PLATES AT CORNER, (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d NAILS, 3" O.C. 2x STUDS SPACING SPECIFIED ON PLANS (4) 2. STUDS IN CORNER. NAIL THE (31 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) 24 (2) 2xS (3) 2x8 (2) 2x10 (3) 2x10 (2) 2x12 (3) 2x12 SUSPA0P601/'OR. FMORAL1p02:'O.C. 0-2ft N uj a w U 2 2x4 2 2x4 (3)2x4 (3)2x4 SPAN KINGS SPAN KINGS 2x6 (2) 2x6 (2) 2x6 (2) 2x8 (2)2z6 (2) 2x8t(2)2 3 - 4 ft 0-2ft - 4 ft 1 2 D-2R 3-4ft 1 2 2x4 2 2x4 2 2x4 2 2x4 (3) 2x4 (3) 2z4 2x6 124 2x6 (2) 2x8 (2 2x6 (2) 2x8 2) 2x83 5-6ft 2x4 2z4 2 2z4 2 2x4 2 2x4 2 2x4 5-8fl 3 5-6ft 2 2.6 2x6 2x8 2x5 (2) 2z6 (2) 2x87-Sfl 3 7-8ft 3 2x4 2x4 2x4 2 2x4 2 2x4 2 2x47•8fl 2x8 2x8 2x6 2x8 2x8 9-10ft 5 9-10ft 3 10 - 12 ft 5 10 -12 ft 4 9-10ft 2x4 2x4 2x42x4 2 2x4 2 2x4 2 2x4 162x8 2x8 2x8 1 2.5 2x6 2x8 2x6 10 - 12 ft 2x4 2x4 2x4 2x4 2.4 2 2x4 2 2x4 2 2x4 2x8 2,6 2x8 2x6 2.6 2x8 2x8 2x8 TYPICAL EXTERIOR WOOD FRAME WALL CONSTRUCTION DETAIL SCALE: 3/4"=1'-0' 16" MAX 16" MAX n 16" MAX. PROVIDE (3) STUDS��—NAIISTUI)r NAILS7UDS PROVIDE(3)STUDS@ CORNERS LAP TOP TOGETHER W/ TOGETHER W/ CORNERS LAP TOP PLATE MEMBERS 12d @ 12' O.C. 12d @ 1Z' O.C. PLATE MEMBERS PLYWOOD SHEATHING, SEE PROVIDE (3)STUDS a PLYWOOD SHEATHING, "ROOF/WAL SHEATHING CORNERS LAPTOP SEE "ROOF/ FASTENER SCHEDULE" FASTENER PLATE MEMBERS SHEATHING FASTENER FASTENER 16" MAX � SCHEDULE' PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" C2 D —/ PRCCORNERSVIDE (3)SLAP Cl EXTERIOR MASONRY/WOOD TOP CONNECTIONS PLATE MEMBERS PLACE 30# ROOF FELT BEHIND 2 SCALE: 1 1/2'=V-0" VERT. STUDS SO AS TO NAIL STUDS SEPARATE WOOD AND TOGETHER WI MASONRY/ CONCRETE (TYP.) 12d 0 12' O.C. 1/2" DIA. SIMPSON TITEN BOLTS 5" MINIMUM 112" DIA. SIMPSON TITEN BOLTS 5" MINIMUM PLYWOOD SHEATHING, SEE —� EMBEDMENT INTO GROUTED EMBEDMENT INTO GROUTED "ROOFNJALUFLOOR SHEATHING CELL, 6" FROM ENDS AND CELL, 4" FROM ENDS AND FASTENER SCHEDULE' 16" O/C, VERTICALLY MAX la" O/C, VERTICALLY MAX C3 NAIL STUDS TOGETHER W/ 12d a 12' O.C. • SHEATHING ON INTERIOR OR A B EXTERIOR OF f WOOD WALL (1) 2x TO BLOCK ON 2x4 WALL J L PLACE 30# ROOF FELT (2) 2x TO BLOCK ON 2x6 & 2x8 WALL BEHIND VERT. STUDS BOAS (1) 2. TO BLOCK ON 2x4 WALL (2) 2x TO BLOCK ON 24 & 2x8 WALL TO SEPARATE WOOD AND MASONRY/ CONCRETE (TYP.) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 w .abdeslgngroup.00m AA #: 0003325 h � a�a w O O aumly a LOT! ABBOTT PARK LOT #10 BLK #13 PHASE:4B Plt0a=TM 0418 .04B-10131 MOD= 3EEB "2260—ELSTON" GARAGE SMiNG: RIGHT PAGE: DETAILS 160 MPH EXP. C PRINT A 10/26/21 SCALE: 1/4"=1'-0" 8211= S4.1A 23' 4" 11'8" T-8• N 'v N Y (V a N N m 4 tV `v 12'-4" r� SECOND FLOOR DOWEL PLAN SCALE: 1/4" = 1'-0" Il N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 x q Q a aUNDIV. & LOT ABBOTT PARK LOT #10 BLK. #13 PHASE:4B PitoizCTN 4181.04 - 013 MODLL" 3EEB "2260-ELSTON" OA tAGZ aVnxo: RIGHT PADS: SECOND FLOOR DOWEL PLAN 160 MPH EXP. C DA 10/26/21 8CALS: 1/4"=V-0" Ql3SST ICJ Z+. 2- FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA 18 VW (9)10d x 1 1/1" HOG NAILS. CONCRETE TO WOOD FLOOR: S IMPSON LTA2 WI (8) 1 Od x 1 ill" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2"HDG NAILS, FILLALLHOLES. 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. S. 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 (W). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND 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 P8838, .177" ° x 2 7/8" LONG, WITH WASHER C 18" 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 OF13CR PTION REMARK 1O (2)24 (2)2X12 BEAM SCHEDULE INDICATES OPENING BELOW I T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL IT 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 f. (psi) SIZE WxH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx18 (i)M5 (1)p5 N!A GROUTED SOLID BB2 MASONRY 3000 Bx8 (1)s5 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES ----- ------------------- — --------- — ---- *- 8F8-1T/OMNB I 1 I 1 UNO PROVIDE B82 1 WHERE ROOFTRUSSES BEAR. TOP OF WALL ; EL. IT-4" LINO i , 1 1 i �% 1 1 1 1 0 8F8-iT/OMMB 8F8-1T/OMrOB `� 1 1 1 SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com AA M: 0003325 L S b 604 aulmly a LoT 44 ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJECT# 04 4 -1013 MODEL" 3EEB "2260—ELSTON" GARAGE BWDfG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN AND NOTES 160 MPH EXP. C U. 10/26/21 aCALE: 1/4"=1'-0' 9mzzT s5 "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 M-0e 16'+ 1T tt/08 7T108 1T418 TYPE LENGTH PLAIN 8/8 SOLID TYPE LENGTH 841-1T en6.1T &20-IT VA44T Br26.1T 6192-1T &S-1s 6-1Tn 1Tn 1Tn 1Tn m18 613.2T 6+16.2T Br1O2T &24-2T 612S-2T era2-2T 3'-r PRECAST 1436 652 3114 4217 5321 6426 7531 PRECAST 689 1024 3' 8" PRECAST 150 3B24 4304 5263 6132 7001 2466 8113 8986 7708 9031 10000 1669 3624 4994 6283 6132 7001 4'-0" PRECAST 1085 700 2306 3125 3946 4755 U87 4'-0' PRECAST 514 763 4'-0" PRECAST 1383 3080 3816 4670 B3ffi 8079 1881 8113 7102 &524 7827 8761 1963 3080 9816 4670 6326 8079 4'-0' PRECAST 819 639 1770 2400 3033 90e8 4300 4'-0" PRECAST 398 591 4'48• PRECAST 1207 2682 3375 4043 4711 6379 I= $743 7547 6162 6541 75M 1207 2707 3375 4043 4711 8379 V-4' PRECAST 931 1247 1899 25W 3123 38M 4240 514" PRECAST 411 411 5'4" PRECAST 1018 loos 2374 2944 3513 4064 1319 "GO 7196 7342 5760 8269 101a 2278 2898 339g 3081 4084 5-10• PRECAST 81T 1024 1831 2090 2649 3009 3470 5'-10' PRECAST 340 339 5'-10" PRECAST ON 140 1971 2443 2915 3387 11e1 3093 5677 am ma 5776 m 2090 259 3107 30M 4133 8' 6' PRECAST 1130 3227 3031 3707 4383 6D61 PRECAST 410 721 8'-0' PRECAST 836 1201 1578 1986 2332 27M 1139 3227 4699 7054 10000 am�'� as tees 2320 2780 3251 3712 T-0' PRECAST 570 938 2498 22D6 20M 3101 38e5 T-W PRECAST 303 534 %8' PRECAST 71e 90o 1181 14M 1743 2D25 pM 2498 34M 4664 7067 6472 7v 1624 2026 2426 2827 3228 9'-4' PRECAST 428 an 1593 22D4 2481 2610 2841 9,4" PRECAST 192 384 9'4" PRECAST 454 Bee 787 so 1129 1310 039 1674 2206 3081 4099 4899 572 1318 1643 1989 2164 2519 10'8' PRECAST 388 487 1247 1757 1904 2103 20� 10-0" PRECAST 151 301 10-0' PRECAST 368 466 612 755 BOO 1042 GoD 1407 1897 2781 3222 3784 504 1180 1472 1783 1710 lose 11'4' PRECAST 330 5" 1312 1742 2252 2906 3630 11'-' PRECAST 132 417 11'-4' PRECAST 490 406 880 853 7rr $72 544 1312 1742 2252 2BB8 35M 406 1042 1372 1043 1470 1710 12'-0' PRECAST 308 607 1210 15M 2D48 25M 3191 12-0' PRECAST 111 370 12'-0" PRECAST 383 See 476 687 698 7B3 607 1210 1596 2048 25M 3171 440 940 1300 1660 1314 1476 13'�' PRECAST 270 433 1045 1305 1732 2157 2536 13' 4• PRECAST 82 298 13'�' PRECAST 308 303 303 484 675 646 414 1045 1365 1732 2316 308 780 1067 1312 1071 1203 14'-0" PRECAST �4 388 978 1272 INS 1986 2279 14'-0' PRECAST T1 293 14'-0' PRECAST 279 27B 380 443 US 609 �D 978 1272 loos 1980 230 378 717 eel 1192 us 1133 14'$" PRESTRESSED N.R. NR NR NR NR NR NR 14'$' PRESTRESSED N.R. 289 14'-8' PRESTRESSED 239 422 BOB e26 746 865 ,� 1079 1420 1824 2277 V12 246 an 900 1237 1474 1715 15'-4" PRESTRESSED N.R. NR NR NR NR NR NR 1& 4' PRESTRESSED N.R. 252 1514' PRESTRESSED 224 307 484 574 884 793 412 1014 1340 1703 2118 2513 230 616 908 1134 1353 1572 1T�• PRESTRESSED N.R.80o NR NR NR NR NR NR iT-4' PRESTRESSED N.R 183 1T-4' PRESTRESSED 187 328 385 451 587 680 858 1121 1413 1730 2D47 102 we 720 601 1136 1312 19'-4' PRESTRESSED N.R. NR NR NR NR NR NR 19 4' PRESTRESSED N.R. 148 19' 4' PRESTRESSED 162 206 348 430 513 505 2M 730 959 1200 1407 1718 186 420 on 803 95D loge 21'�1• PRESTRESSED N.R NR NR NR NR NR NR NR 21' 4• PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 527 we 03 1038 ties 1468 142 373 537 NO B18 943 22'-0' PRESTRESSED N.R. NR NR NR NR NR NR 22'-0' PRESTRESSED N.R. 118 2Z'-0' p�ST p 137 228 290 350 428 497 1B6 660 784 902 1209 tool 137 368 613 869 719 NO 24'-0' PRESTRESSED N.R.in460 NR NR NR NR NR NR 24'-0' PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 245 302 300 418 654 824 IOU 1147 124 319 456 681 eel 793 - ALL VALUES TAKEN AS THE LESSER FROM •SAFE LOAD TABLES' BY QUALITY 2018 EDITION, LOTTS MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE AND CASTCRETE MAY 2015 EDITION. - ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE MINIMUM 4.OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 19-0130.13 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.wm L AA #: 0003325 " �i=LLL a aUDDlV. & LOT: ABBOTT PARK LOT #10 BLK #13 PHASE:4B PROn=T111 041 1.04B-1013 MODEL• 3EEB "2260—ELSTON" GAlt"Z aWUM: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C r 7 I DATE: 10/26/21 aCA=: 1/4"=1'-0" ammm S5.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9)10d x 1 12" 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, FILLALL 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 CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. 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 (41. 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 P8S38, .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'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2500 LBS SHALL BE FABRICATED W/ A 2xe 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. AVD PLACING A TRUSS PERPENDICULAR TO STEEL COLUMN. MAINTAOIIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. U U V sS °J' II II II II II EJ7 I I II II �I II It CA CJ3 = 11 II 11 11 II p II 11 II II II = CJ3 N II II III I II II II T^ CJ5 = II II n 11 II 11 II II II = C.IS 1A A 1A t =•tr =�= s4===s O 8 a 1 � _ OgO ZoN to 1A 2.0 ga O Q0� Z0 = -- - - - - A3 - -•�_�= I =_ _ I = Aa ATTIC 1B 1B i 3.1 Q J 3.1 m 0 CJ5 Z0N i� CJ3 c n W II s s= s= _ O Q) LLI cJ, �II 1 1A 1 s 1A FIELD FRAME 84G 1A �\Q tiA 1 CJ5 . 11 It It II II . CJ5 N II II II 1 4 CM It 11 II II II II II C. i+ CJ1 II II II 11 CJ7 1 ROOF FRAMING PLAN SCALE: 1/4" = V-O" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeso%roup.eom AA N: 0003325 J 4' iD O O a sUDDIV. & Wli ABBOTT PARK LOT #10 BLK. #13 PHASE: 4B PIIOJSCTO 04181.04B-1013 MODZU 3EEB "2260-ELSTON" GAILAG3 aWDM: RIGHT PAGE: ROOF FRAMING PLAN V.160 MPH EXP. C A DATM 10/26/21 GICALM 1/4"=1'-0" iHmmT s6 GABLE - END ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 61.20 PSF (71.20) ZONE 3 = 70.70 PSF (80.70) PONE 2e = 70.70 PSF (80.70) ZONE 3e = 82.90 PSF (92.90) ZONE 2n = 82.90 PSF (92.90) ZONE 3r = 90.80 PSF (100.80) ZONE 2r = 82.90 PSF (92.90) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 19/32' STRUCTURAL SHEATHING EXP1 40120 FOR CEMENTITIOUS TILE AND METAL ROOFING, M ( ), USE IN. 19132" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS@4"O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/1N 4'OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILESTR. SHANK ASTM 101 RING SHANK 2 12" 0.131 F1667 CR W SHANK 170,000 RING (16-20 RINGS RSRS-03 Bd RING 6HANK, 2 3/8" 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK, PNEUMATIC 2 3/9' 0.113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1/2" CDX OR 7/16" O.S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZONE 1: 1 Od NAILS (M 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2c 10d NAILS (M 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3, 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 3a RING SHANK GUN NAlS ® 4'­ TOP 4 BOTTCM EGC£S NO . . . . . . . . . . . �G z B z Y Z = 2 0 — Ci Z O ' 00 �m TYP. EXT. SHEATHING ATTACHMENT NA IIN " Muss U BUILDING LENGTH 1, r �f ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADD'L DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.C. FIRST 4 BAYS W/ (2)12d NNLS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 1Cd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING L#8 2" DECK SCREWS @ 6'-W O.C. MAX EDGES & 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECI FICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRA W NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS, APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 781 EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 ANSI SPECIFICATION FOR THE DESIGN OF COLDFORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMUM AGGREGATE SIZE SHALL BE Mr. WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL E POSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACNG, LEDGERS, BLOCKING, PROVIDE B-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SIABSONGROLMDWHEAE INDICATED ON CRIPPLER$, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANOA MODULUS OF DRAWINGS. SEAMS LAPPED 61NCHES ANDSEALW WITH ADHESIVETAPE ELASTICITY'- 1,406,000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES FORMWORK SHALL BERATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: OISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BERATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BAYING TREATED LUMBER THAT EDITION,"RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2z STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALI_ MAY RF RFOUIRFO RUT ARE BY OTHERS. SYR #2. SEQUENCES TO EL INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: DURING ERECTION, THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A1064/Al064M, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0° OG EACH WAY. THECONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION N SITE PREPARATION ' N URUC NA D REQUIREMENTS AND SLAB ONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DMENSIONS PRIOR REINFORCING STEEL.' TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815A615M GRADE 40 00NCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL. SCALE, AND RUST AND PLACED INACCORDANCE DESIGN LOADS: W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW. CHORD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED I N ACCORDANCE WITH THE DESIGN SPECIFICATIONS FOR D D G S E STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NFPA. TRUSSDESIGNS SHALL BE SIGNED AND S S HA L SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA, SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A4461A446M, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PIATECONPECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACNG METAL4PLATECONNECTED 20 psf TOP O +Ion-concunent TYP. MIN LAPS SHALL SEAS FOLLOWS: #4 BAR - 25" #e BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD non<oncunent p 1t5 BAR - 30" #7 BAR - 42" PROVIDE 36°x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WTH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSUASCE 7 88: 1990, 18 psf TOP CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 psf W/ No GYPCRETE) IN THE FOOTING, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED OTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psi TM CHORD B 5 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WND UPLIFT: I Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR$HALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 00 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WIND. DEAD LOAD SPEED-160 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 (ASCE 7-16 (FBC R2020) EXPOSURE C, RISK CATEGORY 11) 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 WTHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20ps1, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, 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: 40psi, GUARDS AND HANDRAILS' 200psf, GUARD INIFILL COMPONENTS: SOpsf, PASSENIOER WITHOUT THE APPROVAL OF THE ENGINEER STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHCLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psi, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40psf MASONRY: PLAN SHOW NG 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" (fMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED SY 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 WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH ELEVATIONS,DIMENSIONS, Q 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 SUBMITTA TOARCHITECT L THE . MANUFACTURED IN CONFORMANCE WTH ASTM C-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 ND LOAD PRESSURES. DELEGATED TRUSS ENGI ENGINEER SHALL B RESPONSIBLE FO A W ES3 REe THEN ER DRAW NGS SUBMITTED WITHOUT REVIEW DULL RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM Of TIE BEA BEFORE Tf 1 MS ALL TRUSS TO TRUSS CONNECTIONS OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS) ARE PROHIBITED A PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALLCOMPLY WTH 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 DRAW NGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPEOFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 19' USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FORAN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psi, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM 01557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILLCELLS SOLID WTH GROUP AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OVMNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFFORCINORCING. GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE ETE CONCR' S PECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A36/A36M F = 36 ksi FOR ANGLES PLATES AND WSHAP S. STRUCTURAL TUBING SHALL B AST Y E E M A500/A500M GRADE B F = 46 ksi. STRUCTURAL PIPE HALL BE ASTM A53%53M GRADE B TYPE E O - S OR - �Y % 2,000 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SWAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRORTO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125/F3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'N- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURNOFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94K94M OR MEASURING, MANIG, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT S DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY E GIDSED TO EARTH (FOUBMTCNS). B. FOR CONCRETE EXPOSED TO EARTH ANE" WEATHER 1-1/2' FOR 05 AND SMALLER 2'FOR#6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 142"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTON 312E TYPE S.— REMARKS APPLICATION S. TYPE I SFAgNG REMARKS x1PTNRRINGTO MleONRY I CONC. CASE HARDENED COIL -11 IIPLONG. S- GARAGE DOOR BUCK TO MASONRY/OJNC 114-qA NO WASHER TAPCON MASONRY FASTEN9t 0� II(1'EMBED.. 4^END qBT., t1I1'EDOE DIET. SGD. A. — DOORS ix IT. SEENAIEe EHARDEN.COL N4L 11?LW1G. O.0 SGGFA. WINDOWIDJORI FASTENED INTO MA9DNRY/GONG. GARAG—OR SUB( TO MASJNRY/WNC. 'DNA OR 1/Y'gA wI WAa EP E%PPN810NBOLT te'O.0 13IB"OW ]4"O.G (II DIN EMBED., 4'EW [13r.., $'EDGE GOT. WINDOW BUq( CASE HARDENEDCOIL WIN.. GoORIFABrfiJ� METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING iz PT, —NOTES NAL 1 Ill —AG ncomm INro MgsuNRrroDNc. MAsoNRYlcoTo REQUIREMENTS SUCK hP T��ENpTEe (Z—GA, Fg3TNHt IMF 018T., tEI'18'®GEd Tx PT WINDOW BUCK 0.130°PAFx211B" B"O,C 4" END, DIST.,112" P TO STEELWL., SEE wI WASHER STAGGER. EDGEST1 NOTES NOTES 11STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, RAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWNG DOOR WTH A WOOD DOOR FRAME. tx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR RAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407-774-4078 ww W.abdeslgngroup.com AA k: 0003325 K O b AA r i 4 0 ap II iS Mpg R aunDly dC IAA! ABBOTT PARK LOT #10 EILK #13 PHASE:4B PROJECT* 41 1. 4 -10 3 MODEL: 3EEB "2260-ELSTON" GARAGE 8WDM: RIGHT PACE: DETAILS 160 MPH EXP. C ® TRIM NAIL INSTALLED THROUGH FASCIA @ 16" O.C. MAX 7� STAPLES INSTALLED THRU SOFFIT AT NAIL HEM AND IN VALLEYS ® FASCIA/J-CHA Ae" MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS 7O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS 1 STAPLES INSTALLED @ 12" O.C. MAX (INTO O(7DWOOD) IN J-CHANNEL SLOT 2X2 WOOD BATTEN 10 TAPLESINSTALLED Q THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. �' MAX.--t:4 6-- DETAIL D O STAPLES INSTALLED J-CHANNEL THRU SOFFIT AND J-CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT—` O J-CHANNEL--" DETAIL E J-CHANNEL BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO / BY OTHER 2-1/4" EMB. X2 WOOD BATTEN OFFIT 1O J-CHANNEL 3Q DETAIL B k" MAx. J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOR 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO O STAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN �2X2 WOOD BATTEN 10 O SOI rO NSTALLATION SCREW, BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 7O WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 17' O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION -SPAN 'I2 AVE WIDTH SPAN 'L EAVE WIDTH OOF(ROOF ��(cl VERHANG) OVERHANG) SEE DETAIL'A'--' SEE DETAIL'E'' - EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END CONCRETE; CMU OR WOOD �__-6FFIT-" CMU OR SEE DETAIL'D'- SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL AND FASCIA END 3Q J-CHANNEL- i' DETAIL C J-CHANNEL TRUSS/JOIST/RAFTER BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" gO MAX O.C. STAPLES INSTALLED @ 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) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. r ..... arrrrrts:¢ ::•..•• 13.519 :•:?;g i?ii��iFS••• L 3.625 .375 3.625 .375 5 08 0381 ,A 12� DETAIL A 12" TRIPLE 4 FULL-0-VENT SOFFIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesl8n8roup.mm AA #: 0003325 h 01 s ISO Woma aunDiv. at TAT: ABBOTT PARK LOT #10 BLK #13 PHASE: 4B PROJECT# 04181.04B- 013 MODEL• 3EEB "2260—ELSTON" GARAGE BVnNoi RIGHT PACE: SOFFIT DETAILS 160 MPH EXP. C c L A AR NO 93M Dw� 10/26/21 aCALE: 1/4"=1'-0 aaEET SDI 21 7�) y) k�