Loading...
HomeMy WebLinkAbout7644 Broad Pointe DrJ mmw 99 20f'05-4EHB -HAYDEN 99 v � �Otl HOMES 'Dot- 12602 TELECOM C)RIVE, TAMPA, F1 33637 Te1: (813) 740-9720 Fax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -nM= BUIIDIIi(i Coro, RgnamA4 ABV. ABOVE LAV. LAVATORY DARE DESCRUMON DR HORTON HOMES 12602 TELECOM DRIVE -A, IWA M RATE WM -OCCUPANCY - RESIDENTIAL, GROUP R3 -CONSTRUCTION TYPE - VB -HDI. INTERIOR FINISH - cuss B A/C ADJ. BD CL CAB. CLG. AIRCONDMONING LUM. �TE Mc. �. BOARD CENrBRLINE Mm. CABINET MTL CLEAR N.T.S. LUMINOUS �� T METAL THRESHOLD MOUNTED METAL TO 06R6/Il 2-STORY CM CONVERSION ARCHITECTURAL SHEET DESCRIPTION 0YBA6 DID SET IS&1ED PG CI —COVER SHEET PG GN-GENERAL NOTES PG AI —FIRST FLOOR PLAN 02AW ADDED ELEv. 'J' 4 W WITH SIDWG PER MARL, DOILIES 024" DID SET RE -ISSUED 04/Il/16 FooTIG REVISIONS PER M. COUIES TAMPA FL 33637 ' TEL: (813) 740-9720 FAX: (813) 740-9715 -BASIC WIND SPEED - Vult=11i0 MPH Vasd=124 MPH -EXPOSURE - C -I-STORY RESIDENCE - .2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES cI.R CONIC. CPT. O.T. D. DBL. D.O. DIAL DIM. DISP. DP. DR DTL. D.W. FA. EL V EXH. EXT. F.G./FX. F.G. FIN, FLR FLUOR. FLUOR FIG. GA. GAR. DISP. G.F.I. GL. GYP. ED. H.B. HDR. CLEAR O.C. CONCRETE PL CARPET PB. CERAMIC TILE PH DRYER PLT. DOUBLE PLYWD. DUAL ID P ATER PTT DIAMETER DIMENSION R DISPOSAL RAD. DEEP RA.G. DOOR. REF. DETAIL R.O. DISHWASHER S.C. EACH 15 LE TION S.H.AL EXHAUST SHTHG. EXTERIOR SHWR FIXED GLASS SIM. FUEL GAS SL. FINISH SL. GL. FLOOR SID, FLUORESCENT SINS FRENCH DOOR FOOTING TEMP. GAUGE THK. GARBAGE DISPOSAL. T.O.C. GROUTED -FAULT CIRCUIT T.O.P. INTERRUPTER T.O.S. GLASS T rn. GYPSUM BOARD U.N.O. HOSE BIB �L a °Of� W. ON CENTER oxCENTER PROPERTYLINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR FA PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR034" ROUGHOPENING SOLID CORE EXTDR SMOKE DETECrOR s� HUNG SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE IOPGFSIAB rYPCAL UNLESS NOTED OTHERWISE VAPORAPROOF PG AIA-FLOOR PLAN SECTIONS/DETAILS PG A2-SECOND FLOOR PLAN PG A3K-FRONT & REAR ELEVATIONS "K" PG A4K-LEFT & RIGHT ELEVATIONS "K" El -FIRST FLOOR ELECTRICAL PLAN PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI -PLUMBING PLAN PG MI —FIRST FLOOR MECHANICAL PLAN PG 112-SECOND FLOOR MECHANICAL PLAN PG DI —DETAILS PG D2—DETAIL S PG DO —DETAILS PG D4-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WA1L ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA5-WALL ASSEMBLY DETAILS 06/Bro I -JOISTS INCOI'2PORATEO INTO MASTER PLAN 06416A8 CONSTRUCTION DOCUMENTS RE-I88UE0 06II11I6 ADDED VALLEY FRAMING DETAIL, UPDATED DOLLARD DETAIL OIM/19 DETAIL- 'ADDING BAR TO BOND REAM' ADDED TO 8I3A 0246/113 PLAN MAINTENANCE STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLCM 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALL. REVISED LINTEL SIZE AT FRONT ENTRY DOOR 0446AS UPDATED LEDGER COLT SIZE i SPACIN;s IST RA LWNG 104 SQ FT. 2ND FLR uvlG IS®I SQ FT. TOTAL LWW6 2605 $Q FT. GARAGE 431 $0. FT. PORCH III SQ FT TOTAL 3153 80. FT. 8XIV PATIO w SQ FT. 0W/pll9 REVISED I•JOIST LAYOUT 064M ADDED LED Lr*n TO KITCHEN 4 DATHRO" PER MAR, BODES 0143A ADDED STONE OPTION TO ELEVATIONS Ya','N','J' 4 K' y,/g LEDGER BOLTSPACIGREVISED ip/BAS ADDED OPT. V4V CEILING HErsHT6 011=0 REPLACE USP CO WTORS UITN 8W30N CONNECTORS 031VLW REVISED DETAIL ON SHOT D2 OPT. S'-O' CLG. Wit 044040 REVISED STAIR SECTION DETAIL FOR OPT. W-0' CL& NOT. OV0V2I 24M FBC UPDATE STRUCTURAL SHEET DESCRIPTION PG SI—FOUNDATION PLAN PG 31.1A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, UT.°"`iT INT. INSULATIONHEIGHT WD. INTERIOR WDW. W.I.. µWiOOOD WINDOW TER HEATER WROUGHT IRON PG 31.2-FIRST FLOOR DOWEL PLAN PG S1.2A-DETAILS PG 32-FERS'T LIFT BEAM PLAN AND NOTES PG 32.1A-DETAILS IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROTECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE PG S2.2A-SAFE LOAD TABLES PG 33-FIRST FLOOR FRAMING PLAN PG 33.1A-DETAILS PG 33.1B-DETAILS BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3.1C-DETAILS INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG 34-SECOND FLOOR DECK PLAN CLARIFICATION. PG S4.2-SECOND FLOOR DOWEL PLAN AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI.a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO PG 35-SECOND LIFT BEAM PLAN AND NOTES PG 35.1A-SAFE LOAD TABLES PG S8-ROOF FRAMING PLAN RESPONSIBILITY FOR INTERPRETATIONS OF PG SN1-DETAILS CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngroup.com L AA N: 0003325 rip Ig a Buumv. se Lot; ABBOTT PARK LOT #37 BLK #12 PRO'T 04181.00t-37121 MODMU 4EHB "2605-HAYDEN" GARAGE BWMG: RIGHT PAGE: COVER SHEET 60 MPH EXP. GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 950%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0" BEYOND NEW FOOTING LINE, CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTI:NGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 A INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R30Z5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PWMBMIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %. AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. B. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH FBCR TABLE R301.2(2) AS MODIFIED BY FBCR TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-18b, ASTM-C1063.19a & ASTM-C1787. 3. LATH & ACCESORIES PER ASTM-C-1063.19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -198 AND R703.7. ME RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEUM 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH i 1/4" TYPE "W DRYWALL SCREWS AT 1T O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT 08SERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE:12/10/20 (RM) H 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdesigngroup.eom L AA B: 0003325 A 3 Is SITJHDM As XLOT: ABBOTT PARK LOT #37 BLK #12 P"JlccTp 04181.000-37121 HODXEIA 4EHB "2605- HAYDEN" CARtAOM BWDM: RIGHT PAGE: GENERAL NOTES 60 JIPH ER. 42' W04 HALF WALL M)/ CAP (2) LAYERS OF 3/4' PLYWOOD ERS OR (2) LAYOF 1/4' SUS FLOOR MATMAL RIM FOR 9'-®• GMID NAILING AHU Ssaaa TREADS TO STRINSM 5/4' TS6 an FLOOR LAU N . W00NS 3' GONEWS • EA CALM® S SCIINSIlD STRINGER UNTHREADED SHAW PER PASTEN R TO EXTEND OEYO'G THICKNESS 604=PULN Q Sla-FLOOR 84BATHWJG 9'-4 3/4' 2T / C / I PRE-wnv FLOORMI6 / 42' k VJ WALL / SYSTEM (ate FLOOR FRAMING ET) Q C P / STAIR S RISERS TO C4N:001 TO RKM t 3/4' KICK TTH EDITION (2020) MM. TREAD.10' MAX. RISER-1 3/4' £ PLATE / I'MAX, NOSING / STAIR DATA, 3/y MAX VARIATION IN m 1. h MARL / 14RTRE,AC8 • V RI�RR&MVIRADB AAW MAX DJACENT TOATION � RIaERRREAD HANDRAIL CIR=AR V 3 / S T O R 10'. Nmm OROSSVIDESECTION Iv%TO DE I V4' .-V4• OR PROVIDE EG / . PV M- W WIDE . GRARM UDT MRL / . U' 11=1 NARROW � MM. W' WDTH . Q' FROM 04D ' / NAR IDU END 34' MHANDRAIL MST. 3-2xo err STRNGERMIN. / RBINFORCBD W4X4 SPF .�X 8 =-FT. M ADHeOF aIVE 4 4INC-LOBED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER AND ANY SURFACE FR KA 5 AL PLIN / STAIR SOTS_ ON THE ' • / 7 X ! RE-WtORCNG wCTED GYFSUM BOARDS. MWRD 302.1. TOP / 4 EA. 2 X 0 6TRINGER PLATE 0 SECURE wool 61-6. OC. -M 2X4 ATTACHED WV IOd MASONRY NAILS . 2X4 P.T. SLEEPER INTO SLAB WM41N S' OF BACH END, 32' Or- MAX. BAR DETAIL A SCALE= ia'•1'-0. STAIR SECTION B SCALE: 1/2'.1'-V' THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN I I/2' HANDRAIL 6 36' AS PER FBCR R311.18.2 V 2X4 RE-INFORCM NOTE: HANDRAIL ENDS SHALL BE RETURNED TO THE WALL OR TERMINATE INTO A NEWEL POST. NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ij's 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2, THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601$.1 / F.B.G. 2020 HANDRAIL SECTION 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdeslgngroup.com AA N: 0003325 A I I J BtmDIV. de ]Lo ABBOTT PARK LOT #37 BLK #12 PRO.T�CT 04161.006-37121 MoDBu 4EHB "2605-HAYDEN" GAKAGN 8wnM; RIGHT PAaIC: FLOOR PLAN SECTIONS / DETAILS 60 VH EXP. fill" M DAATn- 02/05/21 BCAt.B: 1/4"=1'-0" BHMET A1A ol,;•:mff.!:!.ffm..ial -::• :•:io oi::: •:�ae::�,ol: t::.:.t::.io ol:•: In — o a ' •: O Girm rY '•' �: �s•3e�. •�� :• •zr o .00000• FE SECOND FLOOR PLAN SCALE. 1/4 . I'-®' 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX-. 407-774-4078 www.abdoeigngroup.com AA N: 0003325 ev G a TAT ABBOTT PARK LOT #37 BLK #12 PROd1l;CT 04181.006-37121 MODEL, 4EHB "2605- HAYDEN„ OAisAOM SWMG: RIGHT PAGE: SECOND FLOOR PLAN UO MPH EXP. SHINGLE ROOF ------------------v 25'-4' BLDG. HGT. 12 SHAKE SIDMG S AS SPECIFIED FYPCN 16'X48 (TYP.) DECORATIVE 6' TRIM AREAOF ATTC ISM SO, Fr. SHUTTER OR BOARD NET FREE VENTILATION AREA REQUIRED 1/300 EQUIVALENT REQUIRED VENTILATION AREA = 15E51300 FYPO5.28 IT OR EQUIVALENT ORE (VALE B 4' 12E VENT'LATION AREA X SQ. INCHES PER Fr. (1N) = 760.8 SQ IN. TYF'. ND BAND ITYPJ ON. REQUIRED VENTILATION = .5X 760.8 IT'-4' 2ND FLR ,�1l'-4' 2ND FLR IN UPPERPORRONOFATTIC ERG. HGT. _ _ —� BRG . = 381.4 SO. IN. 4' RAISED BAND I I ® jjl,_m. OFF RIDGE VENTILATION AREA 115 SCL IN. PER VENT 380.4 /115 I I m ■ FYF'ON 16'X62' - TOTAL N OF VENTS REQUIRED 330784 i I,-m DECORATIVE TOTALN OF VENTS PROVIDED = 1 I d SHUTTER OR •AREA OF ATTIC CIS THE PERIMTER OF THE HOUSE, E55THE OVERHANG I I Y EQUIVA'LENT EXTERIOR OF WAEMEPoOR OF WA NOOVERHANGSINLLUDED I I ~ 6' RAISED 6' RAISED I I - EAND BAND ITYP.) I i W-4 I 9'-4 3/4' i$ 2ND FIN. FLR - - _— '—_—_— _—_---_---- -- 2ND FIN. FLR 8'-0' 5mcl HGT�, ,LB'-0' CLG. HGT. EN TYP. I ILIE: as OPT. COACH 4' RAISED I I I I ! tl1 L KNIT BAND fEPJ ( I p m 8' RAISED I a BAND (TYR) I 0'-0' FIN. FLR ,L0'-0' FIN. FLR FRONT ELEVATION IR' THICK 2 COAT CEMENT PLASTER APPLIED DRIECTLECTLY TO MASONRYHRY SCALE. 1/4 . 1'-0' TEXTURED FINISH PLAGHNG INT -TYPE q-AGET M ROOFING CEMENT PE ERGLAGG GWUNLE6 WMDERLAYMENT AG PER ME= xe GYP PT LEDGER W) %SbJl ROOF SWEAT14NO THIG2GE66 L,2W THREADED ROD 32' AS PER SWEET ENE I EalltD PER OL. N w1HN 6' OF EACHfA67ONCR ECFEDW.E END MAX OUT IN 6MII•6CH LUG•ie HIGH GTRB/GTH ExPoxY FN. ( 6' MN olow. 2.6 STT RAFTERS OR PRE-ENGT) TRA G rPER � RDOF ELOPE PER ELEVATION 2X6 0" PT LEDGER EV MN. T)16. Oft6FEATHNG 7E4 ROD D GUSSET TO BE GECUPW TO "' O UT14N ® 2 2X6 MEMBERS UV Sd NAILS EACH END MAX GET N OFF RIDGE VENT OFF RIDGE VENT 5 3' = • PERIMETER P-4' 601PSON HIGH STRENGTH LW-26 W) (4) IOd'N 2'_0• ExroxY 6' MN EMBED. TO LEDGER AND (2) l0d'N TO 2.b ,w16T CHOOSE. FOR SOFFIT _)1'-4' 2ND FLR., BRC.a.THG - —� I I I I I I I I S'-4' 3/4' 2ND FLR FIN. FLR/BRG. HGT. —y B'-0- CLG. HGT,r, _ I I TYP. I I I I I I 0'-0' FIN. REAR ELEVATION SCALE. 1/4 . I'-0' TEXTURED FINISH ,L l-1'-4' 2ND FLR -- 8� FIN. FLR/BRG. 4KaT. - _00'-0' OVERHANG DETAIL A SCALE: In . I'-®• ENGGEERE0 WOOD TRAMS N 24' OL. SUBMIT SHOP ORANNNIM SEALED BY PROFESSIONAL ETIGSCER FOR REVIEW AND C4211EMM PLYWOOD 814EATNNG 6EE STRUCTURAL MOT. l - ROOFNG AND FLASWNG EV DRP TFE6s NRMM A)O a+u101Rs EDGE PER MIVRE WARRANTEE sn OTRICTUNAL REOWRE'ENT6 UW FASCIA UTH BREAK PETAL MA6QNWr Dt �wO°�'N M2, 2.6 WOOD FASCIA SEE 6TRIC,URAL FOR FASTENERS VENTED SOFFIT PER ATTIC CQ CS F E B V2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RAID® TRCI PER ELEVATIONS AND FLR UINDOW PER PLAN RAKE SOFFIT DETAIL B SCALE. IR . I'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA LT: 0003328 NOR 04 w d � a —LL ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -{---1 Qt/V OUTLET 2e AMP MAMA PVL[ nEV OUTLET NOV OUTLET OF CUTLET UP= TO SWITCH GPI NOV OUTLET !( W40 UVMV PAUL NTERPIEe (TAMPER RESISTANT TYPE) 220V OUTLET 14)e OpeNECTM GFI fTnm 0UTL{ FAULT ewncm GOTC14 3-WAY OPER eUNTCH 4-ULN.Y O PER ^t4 ' WILL MOINRD ' V LIGHT CEILING LIGHT © LED CLG LIGHT ©vp LED VAPOR room LINT © VP VAPOR FROW LOW O1mcusew CAN eVOW. FAN I CRT FEE GO. R. aH.SLOW`LO PIN I OR'1 FEE as R. VA4ffY LIGHT NXTINY (aFEo'e TSD Br 2-0114.13 IEeAF ® L AROIO ( ) 2-EIL13Ille•41• �� r NJIDIaucaNr W FLUC1NCEiT W--a-�i C 4' TRACK LnW PANEL nib METER O• aMTo1(a DeTEcrole CiL� 3p0� WL21amIEEE T�SD. ls��w.r DSALL �lT CIVIR SAILAWIfidliff YLtlS 8/GO Oto1R DI"ECrale gs en- DJAce OF NOT L.EM THE( 4' I� f wAwAL aw jV TIRdPHOt! JACK "ng HEATER OMCO4M= TO NE N.EVATlq SEE Ail dN ' TwAviammm 30Lm IDO( O J•SW1 TO K 4"ap N W SWt MAN=A AS MLew®M auaN role PANLY2IR TO OE aUPF10RNED IN ACCOPIVA/CE W SOX MAINMD AS GUON MR Anna 24' INCANDESCENT LIGHT GTIW nnnnnn 36•L� � N' NCANDINKMW LIGHT a,RP R.00D LIO•R awae TY NEYFAD • FD. KM.BUTTON P01e ONES, M FOR • LOCATION OF TV JACKS a PNOS OUTLETS A PANS TO SE VEIeF1ED a HIDI4louNm PRE -CONSTRUCTION MEETING. • ALL E 4 2e AMP 01e1NNCH CIROBTe TO SE A IC FAULTPRVTECIEO PIKE SLECTRICAL PRDVNIOHS or BICd TTLN somaN [tmo) a MLG glen ten EDIMON. • 2e AMP DEDICATED LALIDRT CNa01ST. • OR a ISLAND (NOT CN IGTOiN CIRCUIT) • DI6M41M,ANM DISCONICT TO SE LOCKOUT N PANEL • SAT#DOMI 0044NST FAN TO HAVE MN CAPACITY OF Be OM NTRWMTBW PER ELECTRICAL PROVISIONS OP 6ECT10N M 51013 MIlCIa TT+N lDlTld (2e2e) • LAIDRY ROOM RL'CEPTAICL,E WALL SE GIap3D PALLT CAV=T-NTEIEEPTER PROTECTION POO FOMONNEL ON PEEDERS • WRING ME11140D WALL BE NON METALLIC CABLE Rest ELECTRICAL PROVISIONS OF AErAa ,TH ED [tEDel • ALL WOW TO COMPLY WITH ELECTOCAL PIOOVNSIONS OF THE PECIR TT14 NO (2ete) • U! OP LNHTeIG MM1 EE WRGY gwrr TYPE PER OUTLET' FOR VENT OR MICRO PATIO F---------- 0 DEdIIHiG ' �, Lww ROOM ROOM — — PRE -WIRED CLG FAN 7 6'-5' ( I I )„/� _ L SWITCH I \. I CABINET OUTLET DW /TO 2ND FL. ' I I FOR ( SWITCH 1L11Ld2L2(T ' I I 1 + PAN. In PRE -WIRED CLG FAN 10 BDRM #2 i \\ BATH #2 I O ` 1 GFI • 44' / '-P.B. FOR T 4 ) — Dr7GFI /C — AFF. I DOOR I \ BOLLARD AS REQBLDG. ` PER DLDG. ( CODE III I RXX ' KEYLESS PRE -WIRED I / FOYER FIXTURE GFI 11 J CLG FAN GARAGE 99 HIP DOOR a PREWIRE — — GARAGE UP I, AS. FOR t CHI I PORCH �—------- L IGFIT FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4' s I'-(L' I I I L I \---------/ LED LIGHTING @ SINGLE LAV. BATH A2 rFIIELD F VERB WP Panel MAW -A PANEL: 8/16 mop cd. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Arrp M.C.B FEEDER 8- 01 Cu THOM 8 1-58 Cu (G) in 1 I0 C. OR 8- NVO AL TMAN a 1- #6 Cu (G) in 1 1?' C. van Pa• aaa a a, wan areal arlat wan Dean w Pas van e12 1 20 Beeper R GFI W TUG 120D i 2 e13 1 2 1 20 ODD 3 4 5 5 00 AA2 C.U. 10 2 0 spo � e PANEL -A PANEL: 42 clt breaker VOLTAGE: 1201240 V -i Ph MAN: 150 Amp M.L.O. FEEDER 3- a1 Cu THAN 31-LB Cu (G) in 1 17 C. OR 3- #210 AL THAN 8 1. S8 Cu (G) in 1 117 C. wrn Pas Imo Nnsslptlan wan armor 0M ww. Dsael - ale pd. van 012 1 20 9nrl Appllnoe 1000 1 2 5000 Rana. 50 2 ea 012 1 20 MlorataAl Nona GFl 1800 3 4 e12 1 M small ADPleros low a a 1500 Was Heslr 25 2 N0 912 1 2D a IM 7 a S12 1 21 DN AFp 190D a 10 1200 q GR 21 1 012 e12 1 20 Bush anatlas 120D 11 12 1500 alt—w rGH 21 1 012 e14 1 15 Foyal Ha AFp ➢00 13 14 5000 Drys GFl 30 2 NO M4 1 15 W Ra lea, IQW 01 U. AFC a00 16 15 n ills +BW W( GFI 20 1 e12 e11 1 1 15 ISD&OOAFCI B00 1e 20 1000 Do Gfl 20 1 012 21 22 taro IEaets Lisa «AFa m 1 M2 N4 1 15 021 Brlrearll a2AFp WD 23 24 900 fln NAFd 15 1 N4 414 1 16 6.*—MAFO a00 25 29 am erbNAFp 15 1 N4 e14 1 16 Naosnell BWaaW W1-1 am Z7 � 1. Bra RoorlMNDarKUWl4rasM] 21 1 012 I)12 1 20 .3-Gr Doer GFl I. 3D IAA -*da aM 20 1 012 31 32 span 33 34 35 35 sbaa• m 3e spaes lee 2 35 AH.U. s6 WA a 56% 562a >0 40 41 42 Sp•os Intl ubjeO to game ataa ul.,Wfts I am 170M neon Lea •d to a.nna r wcawrlaw (Br Demand a u s: ABBREV WTIONS: Alp: ARC FAULTCHCUIT NIERRUPTER NC: NONLVNCIDENT LOAD apt! GROUND FAULT NIERRUPTER Tar ba wq.a n arlamam 49a00 flWI0DWwd%AI00H 1000D RanaN wwalDa 1420o tar Arc log +m6 LOAD CALCULATION E BASED ON A)C MON-COINCIDENT LOAD ar Cm,aaW Lug Wms 35aI! TOW (wrta/240wN)41aa I General Lighting is Receptacle Load Tar AIC s an Fee -- 2805 GenaY lira Rec9w) .fl. 7815 HH+rs 3 et85W/L' Hat 100% lea Ganwr 8010 CknA alk Totaiwala GneW Us a Rao Pala A I ill rZ8111 8010 "AD OL TNSN • Fe CU N 2' HI3a . Ira O) N r =NOWT OI IRRIGATION 150 AMP ELECTRICAL RISER OUTLET • 48' AFF. NOT to ecxc O C>IGCCN► BW BUTCH ANDt J4o ve dNNERAL NOTIM M KLICTRC METER IN I F O [E A SLICTISOAL MATINAL6 AND NGTALLATIQY 914- NIUt 34R ENCLOSAR COMPLY 11E714 ELECTRICAL PROVISIONS OF THE �'@1 PANEL @2pCfL � C�ODLE, MO ALL LOCALANY RCYtf! EeA(JP B. ALL CONDUCTORS WALL BE TYPE THHNHW UNLESS NOTED OTLB WAW 7REn1DNE MRVIOE O.aSLE TELEVWON E wmm NENIG7 IMTRANCE EOy AF"NW EOAFMawT NTERSTwrl" glaw" TERMINAL AT LAW VOLTAGE CONNECTIONS M#OVIDE SO A IP, 01004e VOLT,1 FLAME SECONDARY-- 1 r CO MRVICE ORCUND COI NI G TO EL.BCIINCAL Mnvkm FRDNDE 3 9 COFI'R (CUP N CONCPKM ECAAM FOOTER eTELL MR 142" VIA SOZDILE M PVC LOBAR OR PROVIDE 3 FyCGTI C,W PROVNCNS GT THE PECK TTH Oro ALUMINUM (AL) N 2" VIA &XMD" BE PVC 6DIIJ CONDUIT INLEM aewvlcc 16 FRONDED IIY THE KACTM COMPANY. COORDINATE BATH T E ELECMIC eA" INA X 6 Fr LONG 001-FEe CLAD 41eOND ROD OOMRYNY PRIM TO SD. 1441 N.RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 6 AA 8: 0003325 ad 111 NINE r � � � LT rD BQ� C V 6 E 0 8tMD1V. lee LOICI ABBO17 PARK LOT #37 BLK #12 PIt0"=T 04181.000-37121 MODELA 4EHB "2605-HAYDEN" GARAGE s111►21410: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 60 EXP. 15 SCALE: 1/4"=1'-0- 9*mwr E1 ELECTRICAL LEGEND SYMSOL DEFINITION NOTES -� 0*v OUTLET m AMR wcm POLX 11oV ouTLET Iw, CUILL, w or amR � To MICR CPI IWV OI)TLET WMPID MUM" PAL MMpU M,TAmM j MWWA1T TTM) 220Y OUTLET 14) UPS =W4=Tl0N � OFI Ma WATaIl1100P OUTLET dMM FAULT NTaRe�101 *w rc34 SwTC 4 3-WAY ORM W4 BUTC14 4-WAY OPER L� WMMaMm l �J LOW CEILM LIGHT © LED CLO LOW ©vp Lao VAPOR Mwm LI*UR O vP Liaw PPIM P LNNT OfAMCaUM CAN ~. PAN 1 Co" PM as R. YM. PAN uume I co" PM a0. M. V PNnw rePac's Teo by ® 2-eULD NUeAP AROUND ( ) Altl ►O (alw� nNrj 2' FLJIDIUSCNfT N RUoposew yl� fie-, 880 CC 4' TRACK LIONT PAiL g� METER • SD. anaa DeacTaR eAn. ®AaC.u• eE.�eGu2eE DETBOTOR Nw DA IeaN uNeoa2t Nme DON�Tto aMALL M A DOTAGE OP NOT LSN T!f 4' PaNDANr LANT Ulm NATURAL GAS ► TaLa %" JACK W4 WATM MATIR � aecaNecr c0tCOLaiOT D1710NNG an AY ON DODN I O MZV01aN JACK LN* ecu(Ital O TO Nr auProRlaD N ACCOIOAq w e0N i-sm PlAAPMo A* & CN PM Waft P" TO M e1rP•aelaD N gLSIG FAWLONT AOCOIUDAYV S PM PIAMOD M 1IDI Fa! 24• NCAOIkOfT �ppJp LIaNT *TRIP paannn ar' .r NDRSO u LONE *TOP nnnnnnnn w• LOOT b"w ROOD LIGHT KP OPT. aaeuRm KaYPAD • Pt. PMM.eurraN FM CNPes u» PORT • LOCATION OF TV JACK* 4 PH" amsr* 4 PANS TO M %lIs4ED • NOMlWSCR rM-0"TIe=wm MEETNG. ALL 0 4 20 AMP BRA W CMKU" TO M APM- PAUL PRoracT® Pere RLecnlDAL PIeDN*IONS Or mm 7TN aDITk2N (20M) 4 NEC 219M 2011 1101TICK • 20 AMP DEDICATED LAUNDRY COMM GP1 .ISLAND (NOT ON WJTe44ON WAGUm • DONWOMM DOCONNEOT TO M LOCKOUT N PANEL • OATNe001 E)*W*T PAN TO NAVE MN CAPACRY OF 90 C)M OM"TTE NT PER ELM=MCAL P140061 0 OP aECrM Me013 l LAUNDRY RDOM GROUND � FAULT CIRLINT-MONQUl-" PROTECTION FOR PERSONNEL ON MOM • WING MTHM M' M NON METALLIC CAME PER aLSCTRICAL PIRMS100 OP PICK TTN aD r2A2A1 • ALL WOW TO COMPLY MTN ELECTRICAL PTeONNON* OF TWE PSM TTN P.D nmel • ALL LA!'!a &FALL ae aeLaCTaD 6Y dIILDER AY] Tel CP LnWrM MAT 4R 4aR4e5Y WF=IW TYPE Ma I I L-------------------I SECOND FLOOR ELECTRICAL PLAN W,k.E, 1/4' • 1'-V ��• T 7 °, �°� Mom LED LIGHTING ® DOUBLE LAV. OATH •3 r 400" MCI LED LIGHTING @ DOUBLE LAV. OATH M FE 1441 N. RONALD REAGAN 8LYD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngfoup.com AA N: 0003326 b eusDiv S. LiOTL ABBOTT PARK LOT #37 BLK #12 PROJ)&CT 04181. 00- 7121 MODRZA 4EHB "2605-HAYDEN" OAP.AGZ aQINO: RIGHT "AMCOND FLOOR ELECTRICAL PLAN 60 MPH EXP. rt� FIRST FLOOR PLUMBING PLAN SCALE: 1/4 " V-0' i i - - - - - - - - - - - - - - - - - J rvm SECOND FLOOR '• PLUMBING PLAN SCALE: 1/4 • V-0' 2 LAY MAIN PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 J Irk of MO 8c7HDIN. & LOT ABBOTT PARK LOT #37 BLK #12 PROJECT 04181,006-37121 MODEL: 4EHB "2605— HAYDEN" GARAGE 9VrMG: RIGHT PACE: PLUMBING PLANS 60 H E . F 15221 ROLnw a MNOWM DwR7 02/05/21 sCALE: 1/4"=1'-O" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT &WALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 844ALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SLJAI L 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, 814ALL BE CONSTRICTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AB PER FBC 1T14 EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL ISE CONSTRUCTED IN ACCORDANCE TO MC 'ITH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOOR$ FOR MAKE-UP AIR TO ISE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS QyALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR$ TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 1TH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. SECURE STRAP TO GONG. W/ (2)-3/16'X2' TAPCCNS UNIIT R SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ (2) GBXI 1/4' 814T. MTL. SCREWS _ CONDENSER UNIT CONNECTION TO PAD NOTES MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE SGORIATED NICKEL FIN, FLOOR BRONZE FL. PL. OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED //-- WADE 5240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK P.V�C OPTI/BPEC ,FLOOR SLAB CLEAN -OUT (TYPN) ATTIC CEILING PLENUM—.` AIR SUPPLY AIR EVAM TRAY LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL ALL HHVAC TO HAVE PROPER PANS W/ DRAMS EXTERIOR WALL AIR RETURN SUCTION AND LIQUID y REFRIGERANT LINES y EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LIKE y PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL SLOG. CODE SECTION 301.2A HVAC DRAINS COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. r-a'xa' coNc. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED 2 EXT. GROUND CLEAN -OUT (TYPN 1----------7 ------- I I DTNTNf_ �b8� 14' FI.IIIING IROI'OM 1 ROOM �ABOVE BEDROOM #2 1 III I\------'{---------- — 12Xa ---s II II 12XI2 I4X------- I PASS ° I �I THRU BATH #2 D° I------------------------�Y X'il I I I O KITCHEN .% ' I i t gTOR• i i I I I PAN. p' i 12Xa aX�4 a' 8/A \\� FROM ABOVE � III 5D ♦11� 9X9// FLEX FOYER III ul /O — — —\ A GARAGE FIRST FLOOR MECHANICAL PLAN SCALES 1/4 - 1'-0' IuH FE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 J so BLTHDIV. Se LO ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37121 MODEIs 4EHB "2605— HAYDEN" GARAGE BVIIIING: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 60 MPH E . 5 mm DRINTA 02/05/21 014 BCAL.E: 1/4"=1'—O" 81HEET M1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdosigngroup.com L AA#: 0003325 A � r a C eunDiv. ac LOT ABBOTT PARK LOT #37 BLK #12 PROJMT# 04181.000- 37121 MODs>� 4EHB "2605- HAYDEN" GARA►RID >lNENG: RIGHT PACE: SECOND FLOOR MECHANICAL PLAN 60 MPH EXP. I L------------------------I SECOND FLOOR MECHANICAL PLAN SCALE, 1/4 • I'-V 2X4 TOP PLATE PRE -FAD TRUSS Id' G_G. BOARD In' DRYWALL 1 'I 1 SECURE DT. 8TUD8 .24' PLATE TO SLAB W/ h MASONRY OC' NAIL MAX GLAD FIN. FLR DIIUVO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. TYP. INT. WALL NON—BRG. p1 SCALE, 3/4'.I'-®' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FEICR WD-11 ROOF SHEATHING THICKNESS AS PER SHEET ON]. SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I.-O. TYP. OA. 5/8' GYPSUM BI OR I/Y 141" STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION — WNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRIPS • 24' O.C. S' cm 1/2, GYP. WL. BD. - WOOD BASE — ®'-0' FIN. FLR� 11 — e y 4: n W/ WINDOW OPENING n G' PIA GLEEvE. DO NOT CUT ME S91 0.ip NM CUT GR T THE BONO w/ n> a EIEAM (2) COIMSE - P ESARO A PIPE THROUGH BOND BEAM SCALE, 5/4--r-®' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FBCR WS.1.1. ROOF SHEATHING THICKNESS AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU88 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY W-C' FN. RR E TYP. WALL SECTION NO OPENING NOTE: PER SECTION FBGR W5.1.1 - FOR (1)1—STORY HIP BLOCK WALL 4R2,12, AA (2)LAYER UNDERLAYMENT SCALE. 3/4'"r-o' SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE Iv, OR ASTM D 6151 VY TWM 2 COAT - Popin.5 D CRT•NT rLAOM APRIHD DIIINCTLY TO MA•ONfr t DOMXWM r ♦� ALL ■ rcm WOW *AM APPROVAL MOM FIBERGLASS SHINGLES FIDERSLASG SHINGLES 2X4 SPF 24. O.G. MAX WITH UNDERLAYMENT WITH UNDERLAYMENT SECURE W/ (2)12d NAILS AS PER FBCR Wb.U. AS PER FBCR WS.U. • EA END ROOF SHEATHING ROOF SHEATHING 2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER TWIGOIESS AS PER PER STRUCTURAL. DETAILS SHEET SHEET SNL SECURED PER SECUREDD PER FASTENER SCHEDULE FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE 2x FASCIA PER MAX PRE-ENG WD. TRUSS AJc 2x FASCIA PER ELEVATIONS 0. ELEVATIONS VENTED 80lPIT PER ELEVATION VENTED SOFFIT WALL SHEATHING CONT. 2x RAT RUN SECURED PER THI0IZNES6 AS PER STRUCTURAL DETAILS WALL SHEATHING SHEET SNL SECURE PER SEE ENERGY CODE FORMS FOR THICKNESS AS PER FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER ON SHEET ON[ OLPER ELEVATION FASTENER SCHEDULE PRE-ENG. GABLE TRUSS 5/S' GYPSIYI BOARD OR 1/2' ON SHEET 8N1. HIGH STRENGTH CLG. BOARD PRE -ENS. GABLE TRUSS WEEP SCREED WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS, Ix2 P.T. FURRING STRIPS • 24' OZ. 1/2' THICK, 2 COAT 1/2'GYP. WL. BD. PORTLAND CEMENT WOOD RASE ' cm PLASTER APPLIED DIRECTLY TO MASONRY D'•®' FIN FLR O'-®' FIN. FLR a . a' cm a • a. a a. W/ WINDOW OPENING /-.N TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'-I'-V* F 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774A078 FAX: 407-774-4078 www.Abdeelgngroup.com AA 8: 0003325 1 §alff aT;IHDIV. de TAT: ABBOTT PARK LOT #37 BLK #12 PAOJ6CT 04181.000-37121 MODRIIz 4EHB "2605— HAYMN" GAItAas aT1rIITO: RIGHT PAGE: DETAILS 60 MPH EXP. F-PRDgTDAIM:, 02/05/21 acALE: 1/4"=1'-0" B*Ecw D1 FIBERGLASS SHINGLES FIBERGLASS SHINGLES WITH UNDERLAYMENT WITH UNDERLAYMENT AS PER POOR 90b.1.1. AS PER POOR 90b.U. ROOF SWEAT14NO ROOF SHEATHING THICKNESS AS PER THICKNESS AS PER SHEET SNi. SECURED SHEET SNI. SECURED PER FASTENER PER FASTENER SCHEDULE SCHEDULE PRE-ENG WD. oLtER PRE-ENG WD. TRU86--- 24. O.C. MAX IfELEVATION 24' O.C. MAX. METAL DRIP EDGE METAL DRIP EDGE BATT INSULATION 2x FASCIA PER ELEVATIONS REFER TO ENERGY CALCS FOR VALUES -m VENTED ORb/B' GYPSUM BOARD 2x FASCIA PER—/ ELEVATIONS SOFFIT T7P. OR I/2' HKaN STRENGTH CL& BOARD VENTED REFERENCE Ix2 FIRE -STOP SOFFIT / STRUCTURAL -4.1 INSUL. REFERENCE J STRUCTURAL w of yJ� WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL 3/4' T 4 G SUEFLOOR 1/2' THICK, 2 COAT K GLUED AND NAILED IR' THICK, 2 GOATS PORTLAND CEMENT a AS PER NAILING SCHEDULE PORTLAND CEMENT PLASTER APPLIED PLASTER APPLIED DIRECTLY TO w DIRECTLY TO MASONRY R MASONRY DO FIRE -STOP 17LIEVATION DO FIRE -STOP— SEE STRUCTURAL SEE STRUCTURAL— R V TION "'GYPSUM BOARD OR UY HIGH STRENGTH CLG. BOARD—jp EL — - - T Ail ld— LEv IX2 FIRE -STOP IX2 PIPE -STOP -� R-4.1 NSUL. I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL 1/2' THICK, 2 COAT 1/2' THICK. 2 COAT PORTLAND CEMENT Ix2 P.T. FURRING PORTLAND PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO STRIPS • 24' O.O. APPLIED MASONRY 8' CNAJ DIRECTLY TO MASONRY 1/2' GYP. W-. BD. WOOD BASE OQ FIRE -STOP DO FIRE-STOP-� O.H. a w L BATT INSULATION REFER TO ENERGY CALCS FOR VALUES b/S' GYPSUM BOARD OR 112' HIGH STRENGTH CLG.BOARD Ix2 FIRE -STOP •R-4J NSUL 3/4' T 4 G SUBFLOOR GLUED AND NAILED AS PER "LNG SCHEDULE R LEVATION R LEVATION b/S' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG.BOARD R-4J NSUL. Ix2 P.T. FURRING STRIPS • 24' O.C. 8' CMU 1/2' GYP. W-. BD. WOOD BASE d ti. ti u a a' 4 . n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK SCALE, 3/4'•1'-V' 1d 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-W78 FAX: 407-774.4078 wwwsbd"gngroup com AA Y: 0003328 g r iy lu C atmDiv ae LOT: ABBOTT PARK LOT #37 BLK #12 PROJECT/ 04181.000-37121 MODEs� 4EHB "2605-HAYDEN" GARAGE BVrnmNG: RIGHT PAGE: DETAILS 60 MPH EXP. 5 DwRINT 02/05/21 SCALE: 1/4"=1'-0" am]= D2 Dec 2X6 P.T. • CBdTER OP DOOR HEADER SECURED W (V Loll' X S' J-BOLT SV 4' MN PLMBEDMB4T W/ 2' X 2' X VV WAIVER 4 HUY OR W/ (2) 1,12' X V ANCHOR BOLTS X Uv WAMER 4 NUT 0 SECURE 2X4 ON FLAT TO BLK gooUV MA&2NRY NAIL& 7X6 43ARAOE D IGMINUCK 6ECUED W/ (6) In' X v J-DOLT OR ANCHOR R DOLTS, UV 4• MN EMBEDMENT, W/ 2' X 2' X V6' WAGMR 4 NUT. (1) WITHIN V OF TOP, (U WITWN v OF THE DM (3) EVWLY 6PACED. is 1£ (III N NOTES, ALL ANCHORS 6HALL DE N ACCORDANCE TO MANFACTUiERY INSTALLATION INSTRUCTIONS WERE SLW34 W6Tlak-MONM AIM MO! 6TRMAWT GARAGE DOOR 1 BUCK ATTACHMENT 3 Irr.6 w+r.r 2" Wm SECURE TO BLOCK UV 3116'TAPCONG MN. 6WANK SIZE J46 MN. HEAD SIZE 300 MIN EMBEDMENT 1 1/49 WITHIN S' OF EACH END A W O.C. MAX SPACIm. 2X4, BE SECURE TO BLOCK VMS' TAPCON6 MN SWAM SIZE J46 MN HEAD SIZE 300 MN E18EDMew 1 1/41) WITHIN 6' OF EACH END 4 S' OC. MAX SPACI& 2X4, M SECURE TO BLOCK W/ 1/4' TAFr.," (MN. SWANK SIZE J45 MIN. HEAD SIZE J!" MN EMBEDMENT 1 1/4•) WITHIN v OF EACH END 4 S' O.C. MAX 6PACN47. 2X6, GNR 2X6, m 2X6, m SECURE TO BLOCK SECURE To BLOCK SECURE TO BLOCK WK2) WIG* TAPOCNS WK2) 3K6' TAPCONS WK2) 1/4' TAPCONG (MN MIL SHANK SIZE J45 MN. SHANK IMM J45 SWANK. 61ZE 145 MIN. MN WAD SIZE 300 MN. MEAD GIZE 300 HEAD SIZE 300 MN v CMl MIL EMBEDMENT 1 V47 MN EMBEDMENT I V47 EMBEDMENT I V47 WITHIN V OF EACH END V cm WTHN V OF EACH END v cm WITHIN $' OF EACH END A' DRYWALL 4 S' O.C. MAX SPACING. 4 S' O.C. MAX SPACING. 4 IS' OC. MAX SPACING. W C"W Rat P.T. OR 8U FRAJ MN V2• DRYWALL V2' DRYWALL In. DRYWALL SECURE THRU PRAMS 4 ❑ P.T. 2XIII, m 2XINun m 2X6, ® uk EMEND i-V4' INTO P.T. NAILER BCCUIE TO BLOCK PX4' BECAE TO BLOCK I'X4' SECURE TO BLOCK 1'X4• BLOOM W/ 3/16• 1102) 3/16' TAPO" P.T. HAILER WIM 3/16' TAPO" P.T. NAILER WK2) V4• TAPCON6 P.T. NAILER (MPCOHB DOOR CASM MN SHANK SIZE 10 V16' CAB. X 4' MN (MN SWANK SIZE J45 DOOR CAb1y !MN SNARE SIZE .N6 (MN SHANK SIZE J4D MN HEAD SIZE 300 MN MEAD SIZE 300 MN HEAD Gin 900 1/16' OAB X 4' MN MN HEAD 81ZE 900 MN EMBEDMENT I V4') DOOR CASING MN EMBEDMENT I V4•) MN EMBEDMENT 11/4') MN EMBEDMENT i-V4' "TWIN v CF EACH END WTWN S• OF EACH E•® WITHIN SW OF EACH END DOOR CAGING WITHIN v OF EACH EHD DOOR JAMB OR WINDOW 4 I6. OC. MTAX 4 IS' OC. MAX . S' OC. nAX 1 W 04 MAX SPACING ATTACH TO 2X PER SPA o.r— DOOR JAMS S OR WINDOW 6PACNdr. DOOR JAMB OR WINDOW SPACING. MA .PACTURE6 DETAILS. ATTACH TO 2X PER ATTACH TO 2X PER DOOR JN"B OR WINDOW MANIFACTUE6 DETAILS. MANFACTURES DETAILS. ATTACH TO 2X PER MAMFACTU EG DETAILS. NOTE. 614IM AS NEEDED TO PLU95 JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +3/4. OR +5/4" i< TO BLACK +3/4" OR +5/4" 2X4, m "CURB TO BLOCK UV 3/16• TAFICON6 MN &HANK SIZE J45 MN HEAD SIZE 3" MN EMBEDMENT I VW) WITHIN V OF EACH END 4 W OC. MAX SPACING. 2X6, m SECURE TO BLOCK WK2) 3/16' TAPCONS MN 6W4NK SIZE J45 MN MEAD SIZE 300 MN EMBEDMENT 1 V4') V CM WITHIN 6' OF EACH END S 4 • O.C. MAX 61-ACIG. V2• DRYWALL 2X6, � PX4 SECURE TO BLOC% P.T. NAILER WK2) 3/16' TAPCONS DOOR CASING (MR 66IAW SIZE J4111, MN HEAD BI E "0 MN EMBEDMENT I V4') "TWIN S' OP EACH END 4 IS OG MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, 041M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 1/4') DOOR JAMB TO BLACK +1 1/2" �R TO BLACK +1 1/2" NOTE, 814 MI AS NEEDED TO PLUMIS JAMB (DO NOT EXCEED 1/49 DOOR JAMB TO BLACK +1 15/18" @NMTO BLACK +1 15/18" 2X4, M SECURE TO BLOCK W 3AV TAPCON6 MN SWANK. aZE J45 MN HEAD SIZE 3480 MN EMBEDMENT I V4') WITHIN v OP EACH END 4 W O.C. MAX WACNS. MOTE, STRUCTURAL 2X MUST 8E 2X6, ITJO ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-6TRUCTURAL WK2) 3/16' TAPCONG 3A6' TAPCON MN 1-V4' (MN SWANK SIZE JO EMBEDMENT INTO BLOM MN HEAD SIZE 300 MN EMBEDMENT 1 V49 WITHIN v OF EACH W 0 v CM 1 W OC. MAX SPACING. 112• DRYWALL 2X* m SECURE BLOCK 1'X4' WK2) 3M' TAPCON6 P.T. NAILER MN SWANK 610 J46 DOOR CASING MN WAD 61M 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACW END 4 S' OG. MAX SPACING. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURING, DETAIL& HUM ON" AS NEEDED TO PWMIS JAMB (DO NOT EXCEED V49 DOOR JAMB TO BLACK +2 1/4" r11LIND01t TO BLACK +2 1/4" Y NOTE, SWIM AS NEEDED TO PLU15 JAMS (DO NOT EXCEED V4') DOOR JAMB TO BLACK +3" /�1ntNn�nTr 'rn Rrnrr( 4.s" 2X4, ME SECURE TO BLOCK UV SAG' TAFr" MN SWANC SIZE J46 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITNN s• OF EACH END, 4 S' CO. MAX GPACIN6. 2X6, SECURE! TO BLOCK WK2) Aft' TAPCONS MN SHANK SIZE AD MN HEAD SIZE 3M MN EMBEDMENT 1 1,14') WITHIN V OF EACH END 4 W O.C. MAX SPACING. 2X6. I>n SECURE TO BLOCK WK2) 3A6' TAPCCNS MN SHANK 61ZE .W5 MN HEAD SIZE JIM MN EMBEDMENT I I/4') WITHIN S' OF EACH CND 4 S' O.C. MAX SPACING. NOTE, STRUCTURAL 2X MUST ZEE ON OUTSIDE 4 SECURED THROUGH NON-6TIRJCTURAL 3/16' TAPOON MN. 1-114' EMaEDhew INTO BLACK. qs• cm W' DRYWALL 1 X4 P.T. NAILER U�1 , DOOR CAGING NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NDT EXCEED 1149 M 2X SECURE TO STRUCTURAL MEMBER W Vcl WITHIN 6' OF EACH END 4 6' TO V OC. MAX DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUE6 DETAIL& DOOR JAMB TO BLACK +3" (elWWXIIr 'm LOCK sg" NOR, SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED VV) DOOR JAMB TO BLACK +3 7/18" G R mgw TO HIAC +3 7/18" 2X4, Ito SECURE TO BLOCK W/ V4• TAPCCW MN SHANK SIZE J46 MN HEAD Ala 300 MN EMBEDMENT I V49 WITHIN 6' ar EACH END 4 W OC,MAX SPACING. NOTE, STRUCTURAL 2X MUST BE 2X6, m ON OUTSIDE A eecwEo SECURE TO BLOCK THROUGH NON-6TRUCTURA. WK2) 1/4' TAPCM6 MN 3A6' TAPCON MN 1-114' SWANK 61ZE J48 MN EMBEDMENT INTO BLOCK WEAD SIZE 300 MN EMBEDMENT 1 V4.1 UL WITHIN 8' of EACH CND 6, 4 IS' = MAX SPACN& I/2M DRYWALL 2X6, OW PX4• SECURE TO BLOCK P.T. NAILER WK2) V4' TAPCON6 P P.T. X 4' MN (MN. SHANK GIM J45 MN HEAD 61ZE 300 MN EMBEDMENT 1 114') DOOR CAGING WITHIN S' OF EACW END 1 S' OC. MAX GPACNG. DOOR JAMS OR WNDM ATTAC 4 TO 2X PER MANFACTUE6 DETAILS. NOTE, GWIM AS NEEDED TO PLUMB JAMIS (DO NOT EXCEED V49 DOOR JAMB TO BLACK +3 3/4" r11LIND0W TO BLACK +3 3/4" FEB 1 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgngToup.com AA #: 0003325 aLrnDLv ae M. ABBOTT PARK LOT #37 BLK #12 Pftoj OT 04181.000-37121 MODBLLA 4EHB "2605—HAYDEN" GAisAZE BW MO: RIGHT PAGE: DETAILS 60 MPH EXP, 202 ltnrT DA 02/05/21 acA z:1/4"=1'-0" skimE D3 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FLM MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 F8CR 1Z/31/2021 21473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10455.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 17/31/2021 13872.4 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.7 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10447.1 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 21496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.3 SIMPSON STRUM COMP. WOOD CONNECTORS 2020 FBCR 2/28/2021 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 1Z/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 3/31/2021 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FBCR 12/31/2023 16W3.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FIXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 lS332-R6 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 1Z/31/2024 1S353-R5 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353-RS MX WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 15076-R6 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020FBCR 12/31/2021 S684.2-R9 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020FBCR 12/31/2038 15279.20-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2-R6 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 23955.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2021 23955.4 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2020 FBCR 12/31/2021 23956.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDEUTE 2020 FBCR 1Z/31/2021 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 3Z/31/2021 107WRS OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216-R8 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 1Z/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477-R8 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192-R6 JAMES HARDIE BOARD PLANK 2020 FBCR 3Z/31/2023 13223-R5 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2023 19901-R4 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 13265-RS JAMES HARDIE BOARD SOFFIT 2020 FBCR 1Z/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/Z024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR S/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7Th EDITION) BUILDING CODE INFORMATION SYSTEM 80 W W W.FLORIDABUILDING.ORG CONTROL DATE: OZ/03/W21 i N. RONALD REAGAN BL LONGWOOD, FL 327W PH: 407-774-6078 FAX: 407-774-4078 wwwAbdosigngroup•com AA 8: 0003325 r Y! auIDDIV. As LOT ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37121 MODEL 4EHB "2605-HAYDEN" GARA0E aw11140: RIGHT PAOE: PRODUCT APPROVAL LISTING 60 MPH EXP. _zrr aw� 02/05/21 aCALE: 1/4"=1'-0" aHEET D4 OLI'CLD NYAIO. A.A O l-- A. A IL WMAM F A. C OLF0.D NMIO•A.A s aews • A. e • Ot WEAN Fate NLLMD • A. A awA"[. OPr.0 A rcm A. C DYa! A. aT LA.CT ww" � r ' 0 PLAN= n.Anae wTBa Tawr MAL FOLD. pQ mmon tlQ7a.ywl" w: RIWW OAT 50"CM OF aCQI a" "nenac wo Q KICKOUT DETAIL WOOD SHEATHING OR CMU WRI5 LAYER 01, STUCCO WRAP (FRAME ONLY) — -- J' THICK, 3 COAT CEMENT PLASTER (FRAME), COAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB ROOF/WALL SCREED LAYER "1, STUCCO WRAP) -2 5'xs' 'L' TYPE CONTINUOUS WRB LAYER "2 (FORTIFIBER — — — — — — � z (NAIL TO METAL ROOF DAEM NOT 5U I LD ING PAPER) 'n WALL SHEATHING) �+ CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x INSTALL WITH ROOF CEMENT STUCCO ROOF PER ELEVATIONS O"L" FLASHING N.TA WOOD OR-1/l(o" ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTM C-84l-14a, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA is 0003325 >IVHDIV. as LOT: ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37121 HODZOL: 4EHB "2605- HAYDEN" GARAGE 8111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH E 15 DluNT A 02/05/21 8CAL8: 1/4"=1'-0" BiiZGZOT WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ WILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHIN63 UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANOR SPECS.) BUILDING PAPEI UNDER 'QUICK FLASI - VENT PENETRATION SCALE, N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 14'-ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM I-- " "" "" R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION GUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 9, STUCCO WRAP HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAD OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS STEP #3 UIOOD SHEATHING UM LAYER -1, STUCCO WRAP UM LAYER 02, FORTRBER BUILDING PAPER METAL LATH PATEN TO WOOD 6TVOJCTURAL MEMBER • V OZ. MAX ](�' TO MIQ-WALL acpasm 6' am *TRIP SELF ADHESIVE PLANING, CLEAN MASONRY CErORE APPLYING V PMI6H • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) *' WRB LAYER M, STUCCO WRAP WRB LAYER 7, STUCCO WRAP 9 APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEUPAP `WRB LAYER 02, FORTIFISER BUILDING PAPER STEP 1*4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP #e OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-0078 FAX: 407-774-4078 wwwabdesigngroup.com AA 6: 0003326 t� BLJSDIV. Z LOT ABBOTT PARK LOT #37 BLK #12 P1tOJECT 04181.006-37121 MODEL: 4EHB "2605—HAYDEN" GARAGE 8WD9G: RIGHT PAGE: WALL ASSEMBLY DETAILS 60 MPH ER. D � 02/05/21 SCALE 1/4"=1'-0" WA2 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR i/Uo' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — CORNER BEAD (FASTENER 4 SPACING m '1' O.G.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � p�CORNER BEAD � BLOCK F 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdosigngroup.com AA M: 0003325 atJsDm Aa IAT ABBOTT PARK LOT #37 BLK #12 P1tOJSCT# 04181.000-37121 HODsit 4EHB "2605- HAYDEN" OARAOs BVFMG: RIGHT PAQZ: WALL ASSEMBLY DETAILS 60 MPH EXP. 5 r 02/05/21 ALs: 1/4"=l'-0" asT WA �� wOOD GW-ATHMIG DAROM -1 JeL,ti °'°"° W MAJ-6 HEroHGNeRMr+ FLASHWSEM6 FIERMY L �. \ ` DARItlEM M"TIVE IQ eTARrER OMP / \\ \\ �AEI TMPt �eIeTIVE MER/ \\\ FLMHMI- FIERMG \ GALVV PETAL GALS • . FLA's"m Iyjbppb M on Two Tpw • � \ rri�pp / YI�ODeTAGAP MC'IDER OR APPROVED SEALA NT QAfiM SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION a NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR l/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 wwwAbdesigngmup.00m L AA 8: 0003325 J q BUBDIV. 1s LOT ABBOTT PARK LOT #37 BLK #12 PIOJMT# 04181.000-37121 MODRU 4EHB "2605- HAYDEN" GARAaffi Bt►WO: RIGHT PAOM: WALL ASSEMBLY DETAILS 60 MPH EXP —2xb SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK —DRIP EDGE d\ I\ —l/V TEXTURED I \ FINISH ® WOOD I \\ 1/2' TEXTURED \ FINISH * CMU / \\ —METAL FASCIA \\ WRAP V FROM \\ STUCCO, I' FROM \ WOOD WALL \ '`—EXTERIOR WALL \ (FRAME OR CMU) \\ J G J \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY METAL FASCIA WRAP 2X6 SUB DANDJ ©PLAN 5 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) 'I/8' TEXTURED FINISH +e / WOOD, 1/2' TEXTURED FINISH * CMU //2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®E L E V/4T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL Wl 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FNISH • cm METAL LATH WOOD SHEATHING OR GNU WRS LAYER 01, STUCCO ~(FRAME ONLY) WRB LAYER 4, FORTIFIBER BUILDM PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK CUT ' -- . TRUSS TO BE TO AVOID CONTACT VW - . FINISH __TRUSS �! O.C. 2x SUB -BAND W/Wx4' NOTCH ® END AL FASCIA WRAP ®FLAN A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) / 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 /xx xx d SUB BAND DETAIL 0 WALL SUB BAND DETAIL ® WALL W/KICK- OUT IME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.00m AA N: 0003326 a � a _ sunDm as LOT: ABBOTT PARK LOT #37 BLK #12 IPRoawT* 04181.000-37121 moDZU 4EHB "2605-HAYDEN" GARAGE 8TrWQ: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 60 MPH EXP. F 15 NO DATM. 02/05/21 SCAM 1/4"=l'-0" BBEET WA6 TE-1 28'-2" 3'4" 4 a-a 4 TOP OF SLAB io 4" CONC. I 0. 0. rc SLAB I 3 O p- L1 M 11 r-------- FM-108- -1-1A-'-----4-� 1.1 1.1 I i .1 I 10'-0" 1118" Ii Ii 4" PVC i y CHASE i mI &D 0'-0n m *TOP OF i 1 co , I m I 9 SLAB fel I w w� '3 O I I j 20'-5" T5" II 17,_i On LL I` ( I Ii .41 Lam�4-- -2x12 IIi I e O v It 2'I� oCW1- Fr2 CWC-12x12? ii 1.1 1.1 I a - - IL 4 ° @ m ---- a I'- I ILL O ii I m UP TO 2ND FLOOR H RF a. I (FIELD VERIFY Q u' I IT iiw 8 EXACT LOCATION) Y .-0 ii 1.1 5 iitl I I 1.1 3,_0n 0 1 1A I iv I #3 TRANSFER STEEL ,o 24" O.C. MAX W y SIM. iv I ( 07 1A 2 J�0'-0" FIN. ELEV. iv N FIN. CONC. SLAB 1.1 1.1 m mI Im I m 1i I �I L - FM-18x18- Tin ` 1'-0" LL c W 'a � x N- I LL L---- F1M-12x18-$-- Y r3i FOUNDATION PLAN SCALE: 1/4" - V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-V-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAMS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATES #5 BAR, GINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 9W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30'. #6.36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602-16, USING: Fm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER j OF SLAB SUPPORTED T-T O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xWIA OVER GENERAL 31/7' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAV. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12118 12" CONTINUOUS 18' (2) 85's FM-16x18 1S' CONTINUOUS 18" - FM-20x18 20" CONTINUOUS IS, - O s FMC 11SX18 16" CONTINUOUS 1S, - O 's VARIES CW-12x12 17' SEE PLAN 17, - ( s - +)0"-0" CWC-1202 12' SEE PLAN 12' - ( s - VARIES F-24x24 24" 24" 12' s ) �s Na,-a, TE-1 8" SEE PLAN 1. s FEB 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 �cc till 1.1 a eunviv. ac LIS ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37121 MODE)La 4EHB "2605-HAYDEN" GARAGE 8QDJG: RIGHT PAGE: FOUNDATION PLAN 60 MPH EXP. 2021 D M: 02/05/21 scALE: 1/4"=1'-0" smsET s1 IF 30" MIN. EACH WAY T Fr MONOLITHIC FOOTING Z4. I . _.. Z STEEL REINFORCING IN GROUTED i ^ STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS •�� v IL b SPACING REQUIREMENTS v_- lv GARAGE DOOR a W U W .rat i °• RECESS < —1�' 1. v. � . FM .� •I : 5 W g" Z 8"CMU WALL 00 8" CMU WALL I • . CORNER BARS, SAME SIZE AS LARGER BAR W O io }., 5. Z lei +- 0'-0•' IN FOUNDATION WITH 30" LEG EACH T 8 N ai +- ,-0„ TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I - SO THAT THE STEEL REINF. 16 CONTINUOUS �-_�^ 1 MATCH AMOUNT OF CONTINUOUS BARS °I CURB FOR +; • . SEE SLAB SCHEDULE 4 EXT PORCH SLAB 4" CHAMFER (I -STORY) - °.#.a EXT. FOR SLAB //. VARIES 1� TOP OF GARAGE SEE SLAB SCHEDULE *'CHAMFER (1-STORY) Il. I•I IZ LL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE �' b• MASONRY UNITS SET AT ELEV: AT W/ 112' ISOLATION JOINT (WHERE < # 6 CHAMFER (2-STORY) W/1/2"ISOLATION • 6'CHAMFER(2STORY) .. 01-91 APPLICABLE) i - SEE SCHEDULE N#7V42 JOINT (WHERE. APPLICABLE) • . ' • EE SCHEDULE Z 4, WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING `2 FOR WXD, BAR SIZE 06 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST r AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), ONO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SOS 314"=l'-0" 2 @ GARAGE SCALE:34"=1'-0 CORNER BARS DETAIL A DOOR OPENING SCALE: 3l4"=1'-0" 4 SCALE: 314"=,' 0" Z (1)#5 REBAR VERTICALLY W/CONC. g W POURED CELL '—tom 8"CMU LAP TOP PLATE A MIN. OF 45' ---.-�� AND NAIL W/ COMMON S, 4" Ole5 NAILS,i1 VERIFY HEIGHT #4 REBAR 024" O.C. 0 CENTER OF LAP TOO CUR OVER D OF WALL W/ PLAN g A SLAB _Z Z � W 2A OR 2K6 WOOD BEARING PROVIDE BLOCKING f O if g > 5• WALL W/ SYP No 2 STUDS SEE SPACING. SINGLE O �,p U I S NEW REINF. BAR BTM. PLATE TO BE PT. O R SECURED W/ 2- PART 5 I.Z' PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO CAPPED a I EPDXY, MIN. EMBED SLAB W/10d MASONRY 4..� GALVANIZED PIPE Q 8'•, UNO NAIL 16" O/C STAGGERED. W/FLANGE 0 BASE g O FOLLOW ALL MANF. ADDITIONAL METAL CONNECTORS NOT 4' CONC., REINF. W/ 45 IQr SPECIFICATIONS FOR ~ k6" #10 WWM ON { r m I USE AND REQUIRED WHEN NO 2 N MIL POLY ETHYLENE F PREPARATION OF O rn W UPLIFT IS PRESENT, VAPOR BARRIER ON WELL -COMPACTED Ix° I'I HOLE. Z M Q SEE SLAB SCHEDULE 2 - y CLEAN FILL TERMITE SECURE FLANGE TO X 1 TREATMENT SHALL BE SLABW/(4)1K'X21/4" $ •�O +_ �,1 Q 4 S BORA-CARE TAPCONS TOP OFP SLAB 'INA ' (2) CONNT.T #4 REBAR 4'• CHAMFER (1STORY) 9 NA- ° F 6" CHAMFER (2-STORY) .. ` (2) #5 REBAR ON CHAIRS e •`l 12, MIN. DEPTH INTO Z W 2,000 PSF VIRGIN SOIL OR 95% COMPACTED SOIL EQ. EQ. EE SCHEDULE FOR WXD, BAR SIZE VIRGIN OR ENGINEERED SOIL i AND BAR QUANTITY SLAB HEIGHT LESS THAN 3'S" MU PER PLAN ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL EXTERIOR MONO DEEP BOLLARD MONOLITHIC FOUNDATION SCALE: 3/4•'=l'-0" (NO UPLIFT) �'A'FOOTING W/ BLOCK WALL 5 SCALE:34'=1'0 SCALE: 3/T'=1•-0" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2A OR 2x6 WOOD BEARING PROVIDE BLOCKING Z WALL W/ SYP No 2 STUDS SEE STEEL REINFORCING IN GROUTED PLANS FOR SPACING. SINGLE CELL SEE PLAN FOR SIZE AND BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/10d MASONRY NAIL 0 CL SPACING REQUIREMENTS PROVIDE DBL TOP PLATE 16'• O/C STAGGERED. ADDITIONAL METAL C a�a Lu m V CONNECTORS NOT :1 IL REQUIRED WHEN NO K Z 8"CMU WALL UPLIFT IS PRESENT. POURED LINTEL CONT. (TYP.)-0' 6'CMU FILLED CELL (TYP.) r TOP OF SLAB 4 TOP OF SLAB SEE SLAB SCHEDULE 2X WALL FRAMING +- 0'-0'• TOP Of SLAB .4< i/Z' DIA SIMPSON STB2 BOLTS 6' MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND ° f SEE SLAB SCHEDULE EXT PORCH SLAB 4" CHAMFER (1-STORY) Z K BB�1 a 4 4 BAR SIZE 48 BAR DIA. `t > M O 4 W/ ISOLATION 6"CHAMFER (2STORY) M3 1&, U ° 16" O.C. VERTICALLY MAX JOINT (WHERE JOINT • 04 24" • APPLICABLE) Z MATCH STEEL 30' SEE SCHEDULE 8" PVC CHASE 2 REINFORCEMENT PER SCHEDULE #6 3C 8" PVC CHASE THRU FOOTING FOR WXD, BAR SIZE THRU FOOTING #7 47, AND BAR QUANTITY SEE SCHEDULE MATCH STEEL REINFORCEMENT F Eg INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRIG WALL TO FOR WXD, BAR SIZE AND BAR QUANTITY PVC CHASE PER SCHEDULE 9 SCALE: 3/4••=,•-a• (NO UPLIFT) BLOCK WALL CONNECTION 12 THRU FOOTING 11 SCALE: 3/4"=1'-0" SCALE: i N. RONALD REAGAN 61 LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngmup.com AA M: 0003326 go S 4-11 1 fill I SUDDIV. & LOT: ABBOTT PARK LOT #37 BLK #12 PROJECT 0418 .00 -37 21 MODEDe 4EHB "2605- HAYDEN" GARAGE BRING: RIGHT PAGE: DETAILS 60 MPH EXP. FEB FIRST FLOOR DOWEL PLAN SCALE: 1/4" - P-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744 IS FAX 407-7744078 wwwAbdosigngroup.com L AA k: 0003325 8tMDiv a L+oT ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37 21 MoDELc 4EHB "2605- HAYDEN" GARAGE IlMnM: RIGHT PAGE: FIRST FLOOR DOWEL PLAN 60 MPH E 2021 No 9�37 DATE: 02/05/21 8CMA: 1/4"=V-0" 9*1MET s1.2 TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10" HOOK GROUTED BOND BEAM TIE VERTICAL REBAR VARIES PER ELEV. _�. TO HORIZONTAL REBAR W/ 10" HOOK ° GROUTED BOND BEAMi Z ° VARIES PER ELEV. •- ' a 5 as #s BARS a a ■ S 8" 17' HOOK . — 47- — 5 ° -. 17� to ° �.—..� CLEAN OUT REQUIRED zzaEE O T'-0" #O Q FOR INSPECTION 6.4 . JZ 01-0" FIN. FUR. d. as TIE'VERTICAL REBAR n T TO HORIZONTAL � b REBAR W/ 1W HOOK BAR SIZEI 48 BAR DIA. ' Z 1u g > #3 18" #4 24„ ..yy.. So ARE NOMINAL SIZES o C. UNIT DIMENSIONS OFFSET METHOD BAR SIZE 48 BAR DIA. CONTINUOUS METHOD #4 z4" #� 4T MASONRY SYMBOLS HORIZONTALNERTICAL HORIZONTAL/VERTICAL #s 3 SCALE: 3/4"=1'-0" REINFORCING REINFORCING #7 47; SCALE: 3/4"=1'-0" SCALE: OW U a NEW REINF. BAR SECURED W/ 2- PART (q g I EPDXY. MIN. EMBED S', LINO FOLLOW ALL MANF. to I SPECIFICATIONS FOR _ USE AND PREPARATION OF Z 0� W ik HOLE. ° a STEEL REINF. OF BOND. BEAM ADDING BAR TO BEAM E)jB0qNNpD SCALE: 3/4"=T-0" FEB d N. RONALD REAGAN Bl LONGWOOD,FL32750 PH:407-774-6078 FAX: 407-7744078 www.ebdesIgn8roup.wm AA #: 0003325 M b gltmDIV Ae IAT ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.00 —37121 MODsLA 4EHB "2605— HAYDEN" GARAGE 9WDFG: RIGHT PAGE: DETAILS 60 MPH EXP. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd 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. 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 (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK Q (2)2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION to (psi)�H, REINFORCEMENT STIRRUPS. REMARKS BTM7 TOP MID SIZE SPACING BB1 MASONRY 3000 8x16 (1)fl5 (1)NS WA GROUTED SOLID BB2 MASONRY 3000 8x8 (1)M5 WA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES U------------- ------------ FIRST FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" FEB 1441 N. RONALD REAGAN SLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com AA 0: 0003325 S It] >sUBDM & LOT! IIIII ABBOTT PARK LOT #37 BLK #12 PROJffiCT 04181.006-37121 MODULa 4EHB "2605- HAYDEN" OARAOE -WINO: RIGHT PAGZ: FIRST FLOOR LIFT BEAM PLAN AND NOTES 60 MPH E . pruNT "I DATIM. 02/05/21 SCALE: 1/4"=1'-0" siIEET L�S2 NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1W HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM / #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4"=1'-D' PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. / G t\ Q Pv. 11 1. PLACE LINTEL ACROSS TOP OF OPENING. 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM 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 TOP OF THE LINTEL. 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 1 a(/ OF �' F =FILLED W/ GROUT •(\A U =UNFILLED 3A0 NO #OF #5'S, IN 2ND BONG WI OF COURSE 16-1 T/1 ICA/ B NOMINAL HEIGHT # OF #1S TOP 0 IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX -1T/1 MOOS INDICATES A DOUBLE BOND BEAM AND XFXX-ITAMAB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX - IT/1MAB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL AND XUXX • 1TAMNB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED U WINDOW PRE -CAST :<31/4" WINDOW SILL Z SLOPE # OF #51S, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION �1 SCALE: 1 1-=1'-(T' SINGLE #5 CORNER I BAR, 30X30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDE OF ELEVATION BOND. BEAM CHANGE CHANGEIN ELEVATION OF BOND BEAM BOND BEAM 1#5 TYR 6k06" ¢p BOND BEAM 1#5 8x16 DBL BOND TOP aF �, SEAM W/ (1) #5 BAR BOND NM EACH COURSE Sx8 BOND BEAM TOP OF W/ (1) #5 BAR .�, BOND BEAM GROUT SOLID FROM — TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL, SEE NOTE 5 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR =WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR n 8X8 PRE -CAST CONCRETE LINTEL, W/O STEEL (L1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 20 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 1910, C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1w) 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1W EMBEDMENT 27 8 (MIN 2X 3)2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL ARCHWAY FRAMING DETAILS 5 SCALE: 3/4" - V-O" N'0008EG" FA61B6i WA NO 4:2" MIN, 2 }" MAX a. = 2't' MIN, 7' MAX Y'MIN, 2}"MAX ea = t MIN, 2 J' MAX ,6 =2" MIN, 2 t MAX = 2 t MIN, 9" MAX 4=1}•MIN, 2]"MAX ea - J'MIN, 2} MAX d. =2" MIN, 2 }" MAX y-2 j'MIN, 9"MAX (2)2d e,:1�'MIN,2}"MAX sa = t MIN, 2 }" MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: = ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 �' OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE %= SPACING BETWEEN ADJACENT FASTENERS IN A ROW 4 = SPACING BETWEEN ROWS OF FASTENERS %= EDGE DISTANCE F E B DOUBLE STUD W/ 10d NAIL ATTACHMENT $ SCALE: N.T.S. alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX 407-7744078 wwwabdesigngroup.com AA is 0003328 � VMIN >a a BUDD:v ae LOT: ABBOTT PARK LOT #37 BLK #12 PROJM' 04181.006-37121 "ODa>.: 4EHB "2605—HAYDEN" OAisAaa 9TIMO: RIGHT PAOffi: DETAILS 60 YXII EX,2. ltDFT DA 02/05/21 SCALE: 1/4"=1'-0" BIFIEET S, A "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8"PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 MOM 6-IT 1T 1TIN 1T 1T/99 TYPE LENGTH 8/8 PLAIN 8/8 SOLID TYPE LENGTH mean m18.1T 8/20•IT 8/Y4-IT 8/25-1T 8132-1T 518.1s 1e-1Tn lT/1 1T/1 1TMB -1T/1 WQT 8115sT &20- r m24-Zr mz5.2T e1132-21' 3' 8" PRECAST 1436 952 3114 4217 5321 OM7531 3' 8" PRECAST 689 1024 3' 8' PRECAST 15M 3524 4394 5283 6132 7001 2486 ells 8985 7708 8031 10000 1589 3624 4394 5283 813E 7001 4'-0' PRECAST 1065 700 2W5 3125 3945 4755 5587 4'-0' PRECAST 514 763 V ' PRECAST 1363 3060 3815 4670 5325 8019 1961 6113 7102 8524 7627 8751 1363 3000 3815 4570 5325 8079 4'4" PRECAST 819 533 1770 2400 3033 3588 4300 4'-S' PRECAST 398 591 4'4' PRECAST 12D7 258E 3375 4043 4711 5379 1625 5743 7547 6752 W41 7585 12D7 2707 3375 4043 4711 5379 S 4• PRECAST 931 1247 1999 2580 3123 360 4249 PRECAST 411 411 5'�' E CAST 1016 1806 2374 2044 3513 4064 1319 4400 7196 7342 8790 am 1016 1016 2278 28M 3399 3961 4084 5-10' PRECAST 817 1024 1631 2000 2549 3009 3470038 5'-10' PRECAST 340 339 5'-10' PRECAST we 1400 1971 2443 2015 3387 1161 300 6677 5 amam920 2000 2593 3107 36W 4133 8$' PRECAST 1139 3227 3031 3707 4383 5081 8'$" PRECAST 410 M1 8'$" PRECAST 835 1201 15M 1955 2332 2709 Me 3227 4598 7054 10000 8825 835 1868 2329 2790 3251 3712 T 8' PRECAST 570 930 2498 2205 2e98 3191 3685 7-6- PRECAST 303 534 T$" PRECAST 716 900 1101 1462 1743 2025 93e 2498 3406 4854 7087 847E 727 1624 2025 2426 2827 3226 94' PRECAST 428 838 1593 2204 2481 2618 2621 9'4" PRECAST 192 384 914' PRECAST 454 586 757 948 1120 1310 839 1874 2298 3081 4088 4899 572 1318 1843 1989 2184 2519 10' 8' PRECAST 388 487 1247 1787 1904 2163 2028 10' 8' PRECAST 151 301 10 8' PRECAST 356 486 812 755 no 1042 650 1407 My 2781 3222 37� 504 1180 147E 1783 1710 1989 4" PRECAST 330 5" 1312 1742 2252 2968 3630 11'�" PRECAST 132 417 11'-4" PRECAST 430 400 530 663 777 an11' 644 131E 174E 226E 2589 965E 488 104E 137E 1643 1470 1710 12'-0" PRECAST 308 507 1210 15M 2D48 2566 3191 12'40' PRECAST 111 370 12'-01 PRECAST 363 308 470 597 098 788 507 1210 1696 2D48 2686 3171 440 940 13W 1580 1314 1470 13'4" PRECAST 270 433 1045 1385 1732 2167 2536 13'-4" PRECAST 82 298 13'4' PRECAST 308 303 393 464 675 845 414 1045 1365 1732 2318 2005 396 780 1057 1312 1071 12D3 14'-0" PRECAST 254 36B 978 1272 1600 1988 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 270 278 300 443 526 609 390 978 1272 1808 1960 2300 378 717 961 1192 975 1133 W-81 PRESTRESSED N.R. NR NR NR NR NR NR 14'-8' PRESTRESSED N.R. 283 14'-8' PRESTRESSED 239 422 506 828 746 866 458 1079 1429 1924 2277 2712 246 883 980 1237 1474 1715 164" PRESTRESSED N.R. NR NR NR NR NR NR 16-4' PRESTRESSED N.R. 252 -" 15' PRESTRESSED 224 397 464 574 684 793 412 1014 1340 1703 2118 2613 230 815 908 1134 1353 157E 1T 4' PRESTRESSED N.R.300 NR NR NR NR NR NR 1T4• PRESTRESSED N.R. 183 1T�• PRESTRESSED 187 328 305 451 587 880 ON 1121 1413 1739 2D47 192 508 720 501 1135 1312 194• PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 148 19'-4" PRESTRESSED 162 205 348 430 513 505 235 730 m 1200 1497 1716 lee 420 023 803 950 1096 21'-4' PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 125 21'-4' PRESTRESSED 142 219 308 381 454 627 190 W $33 1038 lies 1468 142 373 537 B90 ale 943 22-0" PRESTRESSED N.R. NR NR NR NR NR NR 2.7-0" PRESTRESSED N.R. 116 22'-0" PRESTRESSED 137 226 290 359 428 497 IN660 7" 992 12D3 1381 137 356 $13 BOB 779 goo 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0" PRESTRESSED 124 174 245 302 300 418 120 450 654 824 1014 1147 224 319 455 1 set 087 1 793 - 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 1 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-GO78 FAX: 407-7744078 www.abdeslgngrou p.com AA #: 0003325 IH 8 11otmDrv. a LOT ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37121 HODZU 4EHB "2605- HAYDEN" GARAGE EWING: RIGHT PAGE: SAFE LOAD TABLES 60 MPH E 15 DATE: 02/05/21 ocALE: 1/4"=1'-0" 8r;EET (SL2.. 2AL FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI(9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR` SIMPSON LTA2 WI (8) 10d x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8, LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE, TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD•1 4X6 (3X"x5)q') SYR HTT4 W/5/8" DIA x 5" 5/S3.1A PT., WOOD POST EXP. BOLT r--------1 FIRE O�. L— — — — — — — — J FLOORB�` 2X4 NAILER FOR DRAFT PRE-ENG. STOP FLR.TRUSS iu ELEV. VIEW PRE-ENG. FLR. JOISTS-\ 3/4" PLYWOOD- DRAFT STOP �I PRE-ENG. FLR.JOISTS-' I, T/ 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS BM7 TO CML SIMPSON LGUM48-SD8 Wl TITEN HD ANCH (4) Y' x 2)r SDS SCREN FIRST FLOOR FRAMING PLAN SCALE: 1/4" - V-0" IJOIST ,1 N. RONALD RFAGAN BL LONGWOOD, FL32750 PH: 407.7744078 FAX 407-774-4078 www.Abdosigngroup.00m AA 8: 0003325 so M (� 1,13 BtMDM AO LOT ABBOTT PARK LOT #37 BLK #12 PROJBLCT 04181.009-37121 moDEL: 4EHB "2605— HAYDEN" GARAGE! ewiMG: RIGHT PAGM: FIRST FLOOR FRAMING PLAN 60 MPH EXP. DATE. 02/05/21 8CALE: 1/4"=1'-0" e>� S3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNVALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A{1) SIMPSON HETA16 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE' # 1100 UPLIFT SIMPSON (9) 10d x 1 } NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 HTSM20 W110 10d TO 2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOF/WALL/FLOOR TRUSS ANCHOR WITH NOTE: A PT SYP #2 7' x 4", TRUSS AND (4) 1/4" x 2 114" (12)16d x 1 }" NAILS TO TRUSS SHEATHING (9) iOd x 1 }" NAILS TO W, 8" x 4'.0" MAY BE ADDED TITEN 2 ANCHORS TO DBL STRAP, 1 EACH SIDE WRAPS UP AND FASTENER SCHEDULE' GIRDER. PROVIDE S' W/ 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE 1111900 UPLIFT (2) SIMPSON 1) SIMPSON LGT2 GIRDER TIEOOWN WITH NOTE: A PT SYP #2 7' x 4", EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS 16 100 x 3 NAILS i0 GIRDER AND ) J 6% 6' x R-W MAY BE ADDED HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF (2) SIMPSON HETA16 TRUSS ANCHORS W/ tOd NAILS, 2 ROWS, 3" CONNECTOR BLOCK WALL W/1010d TO WITH (12)16d x 3 J" NAILS TO GIRDER O/C TO FACILITATE ONE TRUSS AND (4)1/4" x 21/4" [2x ADDITIONAL PLY MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM 2, 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN CONT POURED LINTEL ANCHOR REQUIREMENTS. .., WITH (4) �" x 5" TITEN HD TO CMU AND (12) SOB E ARCHITECTURAL SECURED W/ (3)16d - ' }" x 2 �' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD ' ` ' lx2 SECURED WJ 1. TRUSSES 24" O/C, tx2, 2z WOOD FASCIA (2) "x 5"TITEN HD TO CMU AND (18) SOS J" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 17' 0/C FOR REVIEW 2x SECURED W/ (3)18d C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) "x 5'TITEN HD TO CMU AND (18) SOS �' x 3" ,x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) MASONRY BOND BEAM GALV. COMMON NAILS SEAMSEE SCHEDULE ENSURE THAT CELLS ARE GROUTED 17, O/C SOLID, 6' EACH WAY OF BOLTS SEE SCHEDULE TITEN 2 ANCHORS MIN. A ALLOWABLE UPLIFT = U:1810 LBS, L:770 L13S (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) 7' COVER 8.7' APART B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) " B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR TYPICAL TRUSS/ 3 SCALE:3/4'_r-0' 1a 1b 1c GIRDER CONNECTOR(S) A Ea2b 2c TYPICAL ROOF GIRDER CONNECTOR(S) (2) 7X4 No.2 SYP DIAG. 2X4 BLOCKING BETWEEN 31,CSCRTEWED AS PER SCHEDULE AND TTRUSS OIAG.'BR ®E TO BRACE Wl (3) EA TRUSSES WHERE X-BRACING IS PRESENT AT \L8,TA12 20GAUGEPER V 10dx12 HDG COMMON NAILS. EACH END TOTAL OF 10 8m 8&MRM Tl OMM 4500 3/4" WOOD PANELS 8000 (2)12" WOOD PANELS 60 (2) 1!Y' WOOD PANELS 90 2x LUMBER COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4" TO 3(Y-0" (1) "X" BRACE SEAMS) 3V-l" TO 60'-0 (3) "X" BRACE SECURE WPT. PLATE 64' MAX (W/,X4) (1) "X" BRACE 0 CENTER TO BLK W/ 1/7' DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' 2R 10'-0" MAX (W/2X4)� FROM CENTER TO END. WASHER SET IN HIGH �jr 2x WOOD FASCIA, STRENGTH EPDXY 6' s 1x4 DIAGONAL SEE ARCHITECTURAL M' EMBED. AT 3T OC PER AT WITH BTM. CHORD PRE-ENG GABLE TRUSS SECURE GABLE TO 2X8 BACKER BACKER BLOCK SEE P.T. E W! 12tl'S 8" WSUM IJOIST -AyL�', PLAN FOR LOCATION STIFFBACK (ASPERTH O C.BRACING, MAX Z BOARD OR 1/7'HIGH b MAV NOT BE REQUIRED TRUSSENG) CONT. 2x4 SECURED W/C CLG. BOARD iv (2)10tl'I EACH TRUSS rPRE-ENGWOIST I.IOIST TO TOP PLATE TOENAILS BTM. CHORD OF10'-0"O.C. I MAX. WOOD ROOF TRUSSES TOP PLATE HTT4 W/ 5/6'A.B. WITH LO SEE SCHEDULE FOR di WOOD BEARING SYPNo 2 STUDS SEE SPACING. SINGLE MIN. T'EMBEDMENT TO SLAB 3 (18)16d xOR 2-12' NAILS TO POST., BOND BEAM REQ. gg�g 1FIpM8 BTM. PLATE TO BE PT. PROVIDE DBL TOP PLATE PROVIDE BLOCKING 1/7' GYP. WL. BD. POST TO SIT DIRECTLY ON SLAB -°+ 1x4 BTM. CHORD BRACING &-a' O/C END WALL OR OTHER 14 MAX., OR 2BTM. CHORD BRACING END TYPE CONDITION, IF 1U-9. O/C MAXSECURED W/ 12) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 4500 3M" WOOD PANELS 6000 (2) 1/2" WOOD PANELS 60 (2) tl2" WOOD PANELS 90 2zLUMBER °' :.. � : ' ': • ° PRE-ENGD TRUSS SCALE: • . °' LVL/WOOD POST CONNECTIONS S I -JOIST CONNECTION L.B.W. 4 scALE:34"=1'-0" UPLIFT)r END (NO � �� 24" MA%. w/ IJOIST SPACING END w/IJOIST TYP n.P SPACINGSEE MAX MA% MAX • •1,7 FRAMING PLAN • END OF LEDGER 80. �) ° THE USE OF ALTERNATE MATERIALS MAY BE y NOTCH DEPTHI/4•D I2� BOLT/.4BOLTNN7 �2OGERYBOARP P O W E� L2EDGER�BOAR0T0 BOLT1111 E/180LT W/7 USED SO LONG AS THEY CONFORM TO THE )V HOLE EDGE>516' HOLE DIAMETER WASHER 8 51Q• TO BE USED MIN. EMBED.(TYP) NITH"OIST 1. ENSURE THAT EXP. BE USED WITH HOIST BOLTS/J-BOLTS ARE PLACED INTO GROUTED CELLS 9'ALL WASHER 85 117 MIN. EMBED.(TYP) FOLLOWING tMDIV. as LOT. ABBOTT PARK LOT #37 BLK #12 P1R0i m0T 0418 .00 -37121 MOIDZU 4EHB "2605- HAYDEN" GARAGE OMNG: RIGHT PALM DETAILS (I -JOIST) 60 MPH EXP. < 2/5•D SGL. STUD AROUND BOLT. FRONT OUTER 1/3 OF 2. SPLICE OF FRONT AND REAR LEDGER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY LEDGER SHOULD LAP A MIN OF A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS A - SIMPSON IUS1.81/16 G < 1400 LBS, U <70 LBS W/ (2) 31#` WEDGE-BOLT/J-BOLT, 5" MIN. Z Ir . Z(Fl HOLE EDGE -5/9' EMBED (14) 10d GALV. COMMON NAILS TO HEADER FL#17241 3. ALL BOLTS TO HAVE WASHERS m EQUIVALENT OR GREATER UPLIFT AND LATERAL SHOULD AND F2) LOAD CAPACITIES 4. EXP, BOLTS/J-BOLTS SHOULD (2)p PT AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND B - SIMPSON IUS2.37/16 G < 1400 LBS, U < 70 LBS W/ (2) 310' WEDGE-SOLT/J-BOLT, 5" MIN, NOT BE ANY CLOSER THAN S• SYP PT ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE EMBED (14)10d GALV. COMMON NAILS TO HEADER FL#17241 Z 0/O i THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO C - SIMPSON MIU3.58/16 G < 2900 LBS, U <210 LBS W/ (4) 3l4"° WEDGE-BOLT/J-BOLT, 5" MIN. Eo 5. ONLY LEDGER IN DIRECT m g A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, AND F2 EMBED (24) 16d GALV. COMMON NAILS TO HEADER AND (2) 1Ddx,-1/2' GALV. NAILS TO JOIST CONTACT (REAR LEDGER) WITH -J S 2X8 CMU REQUIRED TO BE P.T. REAR FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE FL#17241 gyp pT LEDGER SUBJECT TO F1 AND F2 FORCES. ' HI IC] 74/�ll !_ d�d(11 AC I I.e 1R�111 QC W/INf '!Id"° \NGfIhC_Rlll T/.IAlll T F" BTM. HOLE DIAMETER PLATE < 3/5•D DBL. STUD FIIN.EMBED(16)16d GALV. COMMON NAILS TO HEADER AND(10) 16d GALV. NAILS TOJOIST E - SIMPSON MIU4.75/16 G <3455 LBS, U <210 LBS W/ (8) 3/4" WEDGE-BOLT/J-BOLT, 5" MIN. EMBED 18d GALV. COMMON NAILS TO HEADER AND (2) 10dx1-1/7' GALV. NAILS TO JOIST FL#17241 FLOOR JOIST LEDGER SCHEDULE A N MARK SIZE BOLT SIZE BD 8PAC910 C8i1RAL 8PApN0 A DOUBLE SYP 2x8 1/7' W MAX. 24" O/C MAX. B DOUBLE SYP 202 (2) 3/4" 8" MAX. 24" O/C MAX. WOOD LEDGER DATId: 02/05/21 STUD NOTCHING ATTACHMENT DETAIL 11 ALTERNATE MATERIALS 8CA A: 1/4"=1°-0" AND BORING LIMITS LIMITS 9 scALE 3/4'=1'a' I -JOIST WOOD LEDGER DETAIL 6°" 34~'-0 B*Er.= s SCALE:, 1/Y'=1'-0" 10 SCALE:3/4'"=1'-0" S 3.1 A SIMPSON HS Wl (8)8d COMMON NAILS 2x STUDS SIMPSON H6Wl (8) Bd EACH END COMMON NAILS, EACH END EVERY STUD OR ON EACH END OF "BUNDLE" OF STUDS PLYWOOD FLOOR SHEATHING SIMPSON SPH4/SPH6 BTM. PLATE STRAPS WI 10d x 1 wolsr LVL 1/THOG NAILS WALL / FLOOR FRAMING, I -JOIST PARALLEL TO WALL L SCALE: 3/4"=1'-0" 8" CMU WALL REINF PER PLAN PER ELEVATION ,i fi O U m P R ATION (2) 2x4 P.T. Wl MASONRY NAILS 12' O.C. 1X2 FIRE -STOP #8 WOOD SCREWS x 7' LONG ® 3' O.C.; 1 STAGGERED OFF CENTERLINE 3/4" AS SHOWN 1 3/4" 8CREW PATTERN FRAMI-JOtST (SEE FRAMING PLAN)Ox DBL 2X12 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S31A. SECTION DETAIL AT I -JOISTS PERPENDICULAR TO EXTERIOR WALL `� SCALE: 314"=1'-0" 08 WOOD SCREWS x 7 LONG 3' O.C.; STAGGERED AS SHOWN 1 DBL. 2X8 SYP #2 LEDGER. SEE BOLT SCHEDULE, 10/S3.tA. 1 & CMU WALL REINF PER PLAN 14^ PER ELEVATION ja � SCREW PATTERN 0 W L PER ELEVATION 2x4 P.T. CEILING 24" M RAIST (SEE SING PLAN) NAILER W/ MASONRY NAILS ® 17. O.C. 1X2FIRESTOP SECTION DETAIL AT I -JOISTS PARALLEL TO EXTERIOR WALL SCALE: 3/4"=1'-0" PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES STRAP TRUSS TO PRE-ENG AT FIRST TWO SAYS 40 O.C. (AT O PRE-ENG'D WOOD W SEE SCHED. BELOW &ITL ROOF TRUSS SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 0 2X4 DIAGONAL BTM. CHORD PRAT ION I BRACING. SEE PLAN FOR FOR STRAPPING I LOCATION VERIFY PRE-ENG ROOF TRUSS SECURE 2x8 PT. PLATE TO BLK W/TRUSS PLAN TRUSS TO TOP PLATE 5/6' GYPSUM BOARD OR 1F2' HIGH W/ 12" DIA. ANCHOR BOLT W/ 7' A- SIMPSON MTS12 STRENGTH CLG. BOARD 4x4/4x8 SYP NO. 2 WASHER SET IN HIGH U <990 LBS W/ (14) 10d SECURE TRUSS TO TOP PLATE W (2) WOOD POST TO STRENGTH EPDXY S' MIN. GALV. NAILS. 16d TOENAILS SLAB. SEE EMBED. AT 370C MAX. B-(2)SIMPSON MTS12 DOUBLE TOP PLATE SCHEDULE SECURE GABLE TO 2x8 P.T. U < 1420 LBS W1(14)10d BELOW FOR PLATE W112d6 6' O.C. MAX GALV. NAILS EA STRAP 20 OR 2x6 WOOD BEARING CONNECTION WALL W/ SYP No 2 STUDS SEE FL#17239 PLANS FOR SPACING. SINGLE CONC. POURED BTM. PLATE TO BE PT. LINTEL COURSE PROVIDE DBL TOP PLATE • PROVIDE BLOCKING O• • • SIMPSON SPH4 OR SPH6 STM 12" GYP. WL BD. O AND TOP PLATE ANCHORS W/ 10d x 1 12" COMMON NAILS SECURE ST. PLATE TO SLAB W/ CONS. SECURED0ds�EACH FILL ALL HOLES, DO NOT USE 10d 3' 12'k9" WEDGE ANCHOR W/ 7' WASHER SET IN HIGH STRENGTH TRUSSJWOOD POST CONNECTIONSFE TOINSTALLED TRUSS TO BE INSTAED 10'-0" O.C. MAX. 0 x EPDXY 5.12" EMBED. MIN. ® 16' 1 Oa 10b 1 OCi OC MAX. SCALE: 3/4"=1'-0" GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL $ '' TRUSS TO POST CONNECTION SCALE; 3/4"=T-0' a',. A- SIMPSON MTS-12 U <9W LBS W/ (14)10d GALV. NAILS. a. B - SIMPSON HTS-20 U < 1310 LBS W/ (20) 10d GALV. NAILS. C - 2-PLY-SIMPSON VGTIHDU4 U c 4585 LBS VGT TO TRUSS W/ (16) 1/4k3'SDS,(1) 518"A.T.R. TO HDU4 AND(10) 14' X 21/7 SDS TO POST TRUSS CONNECTION PM TO PTO SLAB CONNECTIOM 9a 9b SCALE: 3/4"=T-O" A&B - SIMPSON ABU44Z POST BASE <U:1,900 G:5,660 W1518 DIA x 6' EXP. BOLT SIMPSON ABU46Z POST BASE <U:2,300 GA0,335 W/ 5M DIA x &' EXP. BOLT C - SIMPSON HTT5 POST ON SLAB cUA 565 W/ 5l6' AB. WITH MIN. T' EMBEDMENT TO SLAB & (26)16d x 2-1/2' NAILS TO POST. 1 N. RONALD REAGAN 8L L ONGWOOD, FL 32780 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com AA#:0003325 a fi g l i,, 14 a stramoIV. Ag LOT ABBOTT PARK LOT #37 BLK #12 PROJMCTIP 04181.00 -37121 w OOZE 4EHB "2605-HAYDEN" GARAGE EWING: RIGHT PAGE: DETAILS (I -JOIST) 60 MPH EXP. 202 IO2/05/21 CALE: 1/4"=1'-0" WNT KEET s3.1B IItM VTCR SPACING (1) AT EACH END �IlylyS VTCR AND &-0" O.C. MAX yy I \ 1 o SIDE VIEW PRE-ENGINEERED VALLEY TRUSS CONNECTION 1 SCALE: N.T.S. FE d N. RONALD REAOAN SL LONGWOOD, FL32780 PH:407-774-6078 FAX, 4074744078 www.abdesigngrouPmm AA #: 0003325 ,I la euDDIV. a LOT ABBOTT PARK LOT #37 BLK #12 PIOJ=T 04181.006-37121 MODIM 4EHB "2605- HAYDEN" OAP.AGE gVfDM: RIGHT PAGZ: DETAILS 60 MNJE 115 DrlUNT mom" w02/06/21 SIC/1Ix: 1/4"-f-0" B*Ec T S3.1C FE SECOND FLOOR DOWEL PLAN SCALE: 1l4" - P-0" alp 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 wwwsbdeslgngrouP.aom AA k: 0003326 8UBDIV. M L/0T ABBOTT PARK LOT #37 BLK #12 1pitoj=Top 04181.000— 37121 MODEIA 4EHB "2605—HAYDEN" GARAGE SlrMG: RIGHT PAGE: SECOND FLOOR DOWEL PLAN 60 MPH EXP. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W4 (8) 1Dd x 1 12" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 12" 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 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, OATH 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 DESO� alb REMARK 1Q 1 (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C -ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. =THROUGHOUT MARK DESCRIPTION fc (psi) SIZE VrxFr REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30D0 8x16 (1)116 (1)N5 WA GROUTED SOLID BB2 MASONRY 30D0 8x8 (1)#6 N/A GROUTED SOLID SEE SHEET S5.1A FOR SAFE LOAD TABLES --------------------------- --T------------------ -----;'q 11�511 at ♦ 8FB-1T/OM/OB 8F8-1T/OM/08 8F8-1T/0M/0B 1 1 ♦♦ 2 I ♦ 1 ♦♦ 1 0 1 I 1 1 ♦ I - ♦♦ I ; 1 1 1 i b 1 � 1 � 1 � 1 rJ ---=FL--IL%M-------- - -- -- ��� ; I- 8FOAT/OM/013 IL - _ _ - - - _ - _ _ - _ _ _ _ - _ _ _ J U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL IT4" 1 ♦♦♦♦ i � ♦ 1 I ♦ 1 i 1 1 � 1 � 1 1 � 1 1 � 1 1 ♦ 1 1 ♦ 8F8-1T/0M/0B 1 8F8-1T/0M/0B =---------L--------- J SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - V-0" FE • 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774 3078 FAX 407-7744078 www.abdosigngroup.com AA M: 0003328 g S 0 000 SV»DrV. ac LOT. ABBOTT PARK LOT #37 BLK #12 PROJECT 04181.006-37121 MODEL: 4EHB "2605— HAYDEN" GARAGE 9WtKG: RIGHT PAGE: SECOND FLOOR LIFT BEAM PLAN 60 MPH E "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 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 818.0 e-+r it 1r lr/OB iTM TYPE LENGTH 8/8 PLAIN 8l8 SOLID TYPE LENGTH WIT 8116-IT 8Iffi1T WA-lT MMT 8f32-lT WIB 1a-+rn lr/1 ITN tT115 +T/l 8/8.2T 8110-V 8120.2T VA-2T 8/262T 813 V 3'$' PRECAST 1438 9n 3114 4217 5321 9428 7531 PRECAST 889 1024 3 $' PRECAST 1509 3524 4394 Sm 6132 7001 � 6113 OW77M 9031 10000 1509 3524 4394 5263 6132 7001 4'40" PRECAST 1065 700 2305 3125 3946 4785 5587 4'-0" PRECAST 514 763 4'-0" PRECAST 1363 3080 3815 4570 5325 8079 1961 ails 7102 em 7627 8751 1363 30M 3815 4570 5325 eon 4'$" PRECAST 819 533 1770 2400 3033 30M 4300 4'$' PRECAST 398 691 4'48" PRECAST 1207 25MV 3375 4043 4711 5379 1946 5743 7547 6m 041 75M 1207 2707 s375 4043 4711 5379 5'rP PRECAST 931 1247 1909 2500 3123 36M 4249 5'-4' PRECAST 411 411 5' 4• PRECAST 1016 180o 2374 2944 3513 4064 1319 4400 7190 7342 5m g 1018 2278 28M 3309 3961 4064 5-10" PRECAST 817 7024 1831 2090 250 30M 3470 5'-10' PRECAST 340 339 5-10" PRECAST 909 1499 1971 2443 2015 3387 ltal 5877 am 6548 5778 on � 2503 3107 3620 4133 8 $" PRECAST 1130 3227 3031 3707 4383 5061 V.S. PRECAST 410 721 8'B' PRECAST 835 1201 1578 1955 2332 2709 1139 3227 4606 7054 10000 8825 835 1898 2320 2m 3251 3712 T-0• PRECAST 670 938 24M 2205 2698 3191 3065 7-8' PRECAST 303 534 T-6" PRECAST 716 ow 1181 1462 1743 2026 qX � � � � 64.M rn 1824 2025 24M 2e27 3zz6 9'-4" PRECAST 833 1593 2204 2481 2818 2821 9•�" PRECAST 192 384 9 4" PRECAST 454 586 707 948 1120 1310 an 1674 2296 3081 4000 4899 572 1318 1e43 l9ea 2164 2519 194r PRECAST 388 487 1247 1787 19D4 2163 2028 101-W PRECAST 151 301 101-W PRECAST 358 466 612 755 899 1042 r�0 1407 t897 2781 9222 3784 504 1+80 u72 1783 t7to l9N 11'-4' PRECAST 330 644 1312 1742 2252 2868 3630 11'�" PRECAST 132 417 11'�" PRECAST 430 405 530 on m 972 544 1312 1742 2252 2888 3652 468 1042 1 1372 1843 1470 1710 12' 0" PRECAST 308 607 1210 1500 200 25M 3191 124" PRECAST 111 370 12'-0' PRECAST 383 388 470 587 on 783 507 1210 1696 2048 2686 3171 440 940 7300 15e0 1314 1478 13'-4' PRECAST 270 433 1046 1305 1732 2167 2536 13'�" PRECAST 82 298 13'�' PRECAST 308 303 393 484 575 845 414 1045 1305 1732 2316 2005 396 700 1057 1312 1071 12D3 14'-0" PRECAST 254 388 978 1272 190E t988 2279 14'-0' PRECAST 71 293 14'-0" PRECAST 279 278 300 443 $=a 390 978 1272 +606 1950 23M 378 717 961 1192 975 1 1133 14W PRESTRESSED N.R. NR NR NR NR 14,-8" PRESTRESSED N.R. 283 14'-8' PRESTRESSED 2� 74e 885 4 458 1429 1824 2V7 2712 246 on m 1237 1474 1715 15'-4' PRESTRESSED N.R. NR NR NR NR NR 15'4" PRESTRESSED N.R. 252 15 4' PRESTRESSED 224 387 484 574 084 m 412 ENR 1340 1703 2118 261s 230 8+8 908 1134 1353 1572 N.R. NWRPRESTRESSED NR 1T-4• PRESTRESSED N.R. 183 1T-4" PRESTRESSED +� 451 880 300 1121 1413 1739 2047 192 509 72D 501 1135 1s12 PRESTRESSED N.R. NR NR NR NR NR 19'-4" PRESTRESSED N.R. 148 194' PRESTRESSED 162 tea 348 430 513 595 235 736 950 1200 1467 1716 tab 420 an 803 950 1008 21'-4" PRESTRESSED N.R. NR NR NR NR NR NR 21'4• PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 219 308 381 454 527 780 598 833 1036 lies "m 142 373 537 890 816 943 22'-0" PRESTRESSED N.R. NR NR NR NR NR NR 2Z-V PRESTRESSED N.R. 116 22-V PRESTRESSED 137 228 290 359 ate 497 185 560 784 992 1203 1381 137 358 613 659 770 90o 24'-0" PRESTRESSED N.R. NR NR NR NR NR NR 24'-0" PRESTRESSED N.R. 91 24'-0' PRESTRESSED 124 174 246 302 380 418 418 129 460 854 824 1014 1147 124 319 466 581 867 - ALL VALUES TAKEN AS THE LESSER FROM "SAFE LOAD TABLES" BY QUALITY 2018 EDITION, LOTTS MAY 2016 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 FEB ,Q. alp 1L441 N. RONALD REAGJBLVID.LONGWOOD,FL32PH: 407-774 80FAX- 407-774-40wwwabdoeigngrouAA #: 000332 8 oM.3 9UTHDIV. Ac LOT: ABBOTT PARK LOT 337 BLK #12 PItOJECT 04181.006-37121 MODEU 4EHB "2605- HAYDEN" GAPAGM ISIMNO: RIGHT PAGM: SAFE LOAD TABLES 60 H EXP. Dwn" 02/05/21 OICALM 1/4"=1'-0" 9HzmT S5.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA18 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 112" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IDd 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. 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. S. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" ° x 2 7/8" LONG, WITH WASHER (o 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x5 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 6' FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK SIZE 6 BASE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-1 4XS (3 )¢'kS X") SYP. HTT4 W/W' DIA x 6" S/S3.1A PT., WOOD POST EXP.BOLT 1A i---------------------- ROOF FRAMING PLAN SCALE: 1 /4" - V-0" FE 144i N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX- 407-7744078 www.abdosigngroup.com AA B; 0003325 4 atMDLV. & L/OT ABBOTT PARK LOT #37 BLK #12 PROJECT# 04181.000-37121 MODELS 4EHB "2605-HAYDEN" GARAGE 9v/DM,. RIGHT PAGE: ROOF FRAMING PLAN AND NOTES 60 H EXP. - ...a .... .r .r r AJ � ♦ r r 1 W. .. sls+al a10 r ........... ..... - • • • s • • ROOF DIAPHRA3M FOR ASPHALT SHINGLE ROOF USE MIN 19W' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/37STRUCTURAL SHEATHING EXP 1140/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 1Od RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. 11 ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIP. TENSILE STIR, SHANK ASTM 10d RINGSHANK, 212" 0.131 FiS67 SCREW SHANK 170,000 RING (18-20 RINGS Bd RING SHANK 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 8d RING SHANK PNEUMATIC 2311, 0.113 F1667 SCREW -NAILS RSR841 K 1CKV 1KVJJ-�_ ROOF SHEATHING EXTERIOR SHEATHING USE 12" COX OR 7/16" O.S.B. PLY WITH Sd 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 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH 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 0 16'0.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING 0 16' O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE ROOF SHEATHING ATFACHEMENT SPACING ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6" O.C. IN FIELD ZONE 2e, 2n, 2r. tOd NAILS Q 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r tOd NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD Sd RING SHANK GUN NAILS 0 4" O.C. fTOP & BOTTOM EDGES li - ...mwl I I 11 C10d RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING C#8 7' DECK SCREWS (9 W-8" O.C. MAX EDGES & 17' 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: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C3303M MAXIMUM AGGREGATE SIZE 8RALL BE SIC STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETE EXPOSED TO EARTH ORWEATHBt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. GS. APPLICABLE BUILDING CODE STANDARDS: FBC2020 7th EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CHAMFERED 3IM. ALL WOOD FOR BEAMS,BEARING WALLS SOLE PLATES TOP PLATES BRACING, LEDGERS, BLOCKING, ACI 318-14 BUILDING CODE REQUIREMENTS CRIPPLERS,SIL T O BETTER. Fb - 1100 PSI AN A MODULUS OF SILLS, SHALL BE R E D FOR STRUCTURAL CONCRETE, TMS 40EMBER ANSI SPECIFICATION FOR THE DESIGN PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR SARRER MEMBRANE UNDER ALL SLABS-0NCMLOUND WHERE INDICATED ON ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WTH CONCRETE OR CONCRETE BLOCK SHALL BE INC CONTACT WITH COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-18 AND AISC SPECIFICATIONS IO DRAWNGS. SEAMS UPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POP OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORIIMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN %," OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, 7th EDITION, SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED 70 BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE4X MNS. WELDED WIRE MESH, SHALL BE ASTM Al DWA1064M, GRADE 85 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-0' OC, EACH WAY, TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. D A . T O NOT SCALE DRAWINGS HE CONTRACTOR AND SUBCONTRACTOR SWILL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A815M GRADE 401N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448IA446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "BCSI LATEST EDITION" ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 psf TOP CHORD alGnopncurrent RAND EVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' #6 BAR - 36" WOOD TRUSSES. 10 Pd BTM CHORD -current iD BAR • 30' #7 BAR - 47 TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 30' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OFF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI/ASCE 7 88: 1980. 18 pN TOP CHORD 20 pd TOP CHORD SHINGLES) pdw/ No GVPCRETE) 17 pd wTM ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL B ANCH ORED HORED IN THE FOOTING HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CHORD 5 p 10 Dd BTM CHORD 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 10pst MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED MPH GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE (FBC 020) EXPOSURE C, RISK CATEGORY Ip SUSECONDC,RI INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1NT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pst, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30pd, 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: 40pef, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: SOW,, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 4OW 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" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONCRETE MASONRY REGULAR SIZE BLOCK ALL BLOCK WALLS SHALL BE TWO-CELLNCE THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR SUBMITTAL 70 THE ARCHITECT. WIHOLLOW MANUFACTURED IN CONFORMANCE WITH ASTM GBO, GRADE f.RY 2000 PSI. BLOCK SHALL BE PLACED LASING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR S SUBMITTED WITHOUT RENEW WILL . S RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. REAR A OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. ALL INSTANCES, THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3 P TDAYS, M NG H 000 31 A 28 L DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN IUNLESS SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. E COURSE AGGREGATE, AND SHALL BE PLACED W! A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION AT TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pd; FOOTING TYPE "M" OR'3" 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 WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANDIOR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND BLAB -ON -GRADE 3,000 P91 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. CONTRACTOR SHALL SUBMYT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED S N- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SMALL BE TIME-BTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS AODUO TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHAD. NOT EXCEED 90 M#NUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 WHITES, THE CONCRETE SHALL NOT BE PLACED. IT SMALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIOMS): B FOR CONCRETE EXPOSED TO EARTH AHVOR WEATHER 1-1/2' FOR #5 AND SMALLER 2" FOR 0 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-lrT FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A38/A36M FY = 381m1 FOR ANGLES PLATES AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A500M GRADE B F = 48 W. STRUCTURAL PIPE SHALL BE ASTM A53/A53M GRAD B TYPE E R S F = Y E O y 35 bl. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER AFPDGMXI 93f TYPE SPOONS F S APPLIGTION SIZE TYPE &PAGING REMARN6 tr?PT FUFPoNO TO MASONRY/GONG. GBE HAROENEOCDL NNL11?MONO. S OG DARADE DOOR SIGN TO MASONRYA:ONC. I— NO WASHER iAPGON MA6.xdRV FASTENER 0" 11?EMBED., 1' END GIST., 11?EDGE qST, SW,P1. Exi GOOFS CABS HAROENEDNIL B°OG WINOONtlWOP/FPeTENEO OAAAOEDOORBLGN 1—PEMBED.1"ENOOIST.. FxPANgON �T N'OG 1z PT.SEFNOTEB NWL11?LONG. STAOOFRED TWO MABONRY�.GNC. TO MABOHRYKXXiC. WASHER TEDGEDST WINO IXXK cABEraacelEncoN 8'aG wWrowrpoauFAeTENEO METALSTRAPro CONTACT THIS ENGINEER FOR SPACING tx Pi, SEE NOTES NNL11?LONG. aTAGGERED TWO MPSONPYIGONC. MASONRY/GONG. REQUIREMENTS EXT.SWIPOOH RAPCOM it?EMBED. O•ENO NON-BEgPoNG WOOD 1?' E%PAN910N 1•EMBED. O'END StICN 2r Pi,, SEE NOlE6 W1t0'DA WABNEA HASTIER 18"Oti peT.,tt?EDGE OSi WALL TOOONO. SIAe W/WASHER BOLT �I� TEDOE 0.4I. 2v PTL51NWWB- 0.138°PAPx21,8 8.OIC REND PST., 11? -TOBTEEM NIL., SEE WA9MER NOTES WI STAGGERED EDGE DSTNOTIM 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WNDOW6 AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR FICA 1 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WTH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAP TO THE SUBSTRATE. 1R41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdesigngroup.com L AA N: 0003325 J o D atmDm Ae LOT ABBOTT PARK LOT #37 BLK #12 PROJECTIP 04181.000-37121 MODEL: 4EHB "2605- HAYDEN" GARAGE awn4G: RIGHT PAGE: DETAILS %60 MPH E paurr -1 DATM, 02/05/21 aCALE: 1/4"=1'-0" 8*mzT SN1 --7 e)yoaJ 21