Loading...
HomeMy WebLinkAbout7372 Sail Clover Ln99 o 99 -1828 HOMES 12602 TELECOM C)RIVE, TAMPA, FL 33637 7401= (813) 740-9720 Fax: (813) 740-9715 ` STATE OF FLORIDA _ CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES ►' 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: 813 740-9715 ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS -n/Oi= gjMMM CWX L, 1� 1�1� A� 71H mm (am) 1� -� LACAL AND STATE 'OCCUPANCY - RESIDENTIAL. GROUP R3 'CONSTRUCTION TYPE - VB 'MIN. INTERIOR FINISH - CLASS B 'BASIC WIND SPEED - Vult=160 MPH Veld=124 MPH -EXPosURB - c -I-STORY RESIDENCE - -2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ARV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD HOARD MT MEIALTHRESHOLD CL CENTERLINE MTD. MOUNTED CAB. CABINET MTL METAL CLO. CEILING N.T.S. NOT TO SCALE CLR. CLEAR O.C. ON CENTER CON CONCRETE PL PROPERTY LINE CPT. CARPET FB PUSHBUTTON G.T. CERAMICTTIE PEL PHONE D. DRYER PLT. PLATE DBL DOUBLE PLYWD. PLYWOOD D.G. DUAL GLAZED PR, PAIR CIA. DIAMETER P. PRESSURE TREATED DIM. DIMENSION R. RISER DISP. DISPOSAL RAD RADIUS DP. DEEP R.AG. RETURN AIR GRILL DR. DOOR RFF1 U.S. DOWNSPOUT RM ROOM REFRIGERATOR DTL. DETAIL R.O. ROUGH OPENING D.W. DISHWASHER S.C. SOLIDCOREEXTDR EA. EACH S.D. SMOKE DETECTOR ELEV. ELEVATION S.H. SINGLE HUNG EQ. EQUAL SILT. SHEET EXH. EXHAUST SHTHG. SHEATHING EXT. EXTERIOR SHWR. SHOWER F.G./FX. FIXED GLASS SIM. SIMILAR F.G. FUEL GAS St. SLIDING �FIN..�/'� FINISH St. oL SLIDING CLASS FLUORESCENT sws SHEAR WAL F(�QJD�J' FLU IJL RE CENT HDOOR STD. SECTION FTG. FOOTING TEMP. TEMPEREDGIASS GA' GAUGE THK THICK GAR XSP GARBAGE TO.0 TOP OF CURB O.F.I GROUND -FAULT CIRCUIT T.O.P. TOP OF PLATE GLASS PTF3 T.O.S TOP OFSLAB GL. GLASS U.N.TYPTYPICAL GYP HD. GYPSUMS BOARD U.N.O. UNLESS NOTED H.H. HOSES® OTHERWISE H.C. HOLLOW CORE V.P. VAPOR PROOF HHDIL GT.ORIIT HEADERWAS GHT W.THE INSUL INSULATION WD. WOOD INT, INTERIOR WGw. WINDOW W/TT WATER HEATER W.1. WROUGHT IRON DATE DESCRIPTION OU2l'r/IB CD% ISSUED ARCHITECTURAL SHEET DESCRIPTION OUTSM 20n FBC UPDATE PG Cl—COVER SHEET PG GN— GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATION "D" PG Ei—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl —WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS OV" COS RE- 02r" SDINGELEVATIONBADDED osabns CDSRE•EBIBD OMB48 FOOTING REVISION PERM. BOMBS OwlT/18 CD*RE_wm 02/" ADDED CUR LM FOOTEFT At GARAGE DETAIL (FORt MYE RW mm/B PL/N MANTSUNCE OMM19 REVUiED LINTEL SIZE AT FRONT ENTRY Done ` STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: 407 774-4078 ( sq.". CALL. S PM445 ADDED ADDIT04AL RECEPTACLE N GARAGE PER UBLL BATSON (MLBJ 004/IS RLMSED IWVAC VOLU•E8 ON 80-7 CALL SCHEDULE (MJELB LIVING 1820 BQ. FT. GARAGE 430 SQ. FT ENTRY w sa. FT. LANAI as Ga FT. TOTAL 23620Q FT ALL WORK SHALL COMPLY WITH PREVA CODES FLORIDA BUILDING CODE NATIONAL E ELECTRIC CODE AND THE CITY OFZ ZEPHYRHLLS ORDINANCES 'JUL 2 �022 REVIEW DATE CITY f EPHYRHp PLAN xA����ER OS/p/m ADDED 'EXTERIOR MONO DEEP FOOTER' DETAIL I2/8UA (ORL) ftflM ADDED LED LW*n 41 aTCNEN : BATH PER MARK BOLLEB 01/19M ADDED STONE OPTION ELEVATION G 1 D (iAMPA) o94u5 ELEVATION Y,' 81DRYa•ADDED COINER • GADLE ROOF Norms ADDED OPT. W-O' CEILING FIEIGNTS ccI2IECTORS MAri anotao REVISE ENCAvtBlTRADONT PLOW D14 o4eDBao �T.6'•O CLG. NOT.• ADDED LED LIGHT N FOYER 04/0W0 OPTS'-O cA.NOT. ELEVATIONS- REVISEDFEW4TOFARC"Y „e ADDED ELEVATU7N8 L' Tr (oRu STRUCTURAL SHEET DESCRIPTION 01/940 ADDED ELEVATIONS TYs'•T9N -tW (Oft) PG Sl—FOUNDATION PLAN PG SL.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.LA—DETAILS PG S2.2A—SAFE PG S3 FRAMING LOAD PG SSAA—DETAILS PG S3.1B—DETAILS PG SNL—DETAILS PG SDI —SOFFIT DETAILS PG SD2—SOFFIT DETAILS DRAWING /CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABIIIT'Y FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND O NEED OF FURTHER DETAIIJNG OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AIi 1DESIGN GROUP WELL RESPOND TO ALL WRITTEN IM a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'# HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. OLIDVJI 20m FBC UPDATE 03/OMI ADDED SOFFIT DETAILS sawn ADDED ELEvatlar� N » (ORL) MI/21 ADDED STONE OPTION ELEVATION Ya' (MELBWRNE) 05/0WI ADDED ELEVATIONS 1w 1 V(Oft) OWWI ADDED DEN OPT. ITAIVA 4 FT MYERS) OSM)2I ADDED 2V FOOTER OPTION LTA VA) 8M2a1 ADD RRENC1l DOOR OPTION 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdes1gngroup.tom AA #: 0003325 as F BUDDIV. & LOT: ABBOT? PARK LOT #11 BLK #13 PHASE 4B 04181.04B-11131 Moans 4EBB "1828—CALL" GARAGE EWING: LEFT PAGE COVER SHEET 160 MPH EXP. C T 08/22=1'-0" 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) LINO. 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 WINOBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPEMNG PROTECTKNIS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN W/8INCHES THICK, OR 2D•MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 25 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 W -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALLALSO BE PROTECTED BY NOT LESS THAN 6 -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATERTHAN 6 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH A D1 7- 1 1. T CCO DANCE STM 55 ZO 2 E HE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WMFREAPPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR ISTO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES NTH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: L STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, O2 AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6-WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ONPLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER& WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PL.UMBWG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BYTHE 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 D " PVC (SCHEDULE 40), INSULATED WITH 6 "AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 2.5 GPM EACH IN ACCORDANCE WITH THE FBCR TABLES 2903.1 & 2903.2. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. 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 EKMRIOR FINIBFES 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-Cl787. 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHNG - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-19a AND R7031. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERIOR CEMMN 1. EXTERIOR CEILING TO BE 112 'GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECUREDTOTHE FRAMING MEMBERS WITH 1 1/4' TYPE'W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRLMM OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBIUTY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 09/08/21 (CM) • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W ww.e bde• igngm up.com AA M: 0003325 La t Zz o iLi BUDDIV & I,OT: ABBOTT PARK LOT #11 BLK #13 PHASE 4B P1tOJSCTp 04181.04B-11131 UODL'I,a 4EBB "1828-CALI" GA1RAGa BWr N6: LEFT PAGB: GENERAL NOTES 160 MPH EXP. C of EB "pm," A 02/08/22 scAI.B: 1/4"=1'-0" s*xc= GN •/-IB'-4' BLDG. HGT. FYF'ON LVI2X24----------------- OR EQUIVALENT SNAKE SIDING AS SPECIFIED (TYP.) 4' FRIEZE BAND (TYP.) 1-F 12 6' TRIM 6 BOARD (TYP.) 6• RAISED BAND (TYPJ I I I I I I I I 11 I OPT. COACH LIGHT FRONT ELEVATION SCALE 1/4 • 1'-0' TEXTURED FINISH NOTE WALL FENESTRATION FLASHING AS PER FESCR R103A LAP SIDING AS SPECIFIED (tYPJ SHINGLE ROOF FYPON MKTIDCII OR EQUIVALENT AREA OF Anc = 23E4 SQ Fr. NET FREE VENrRATON AREA REOURM = 3/3M REQUIREDVENTIIATION AREA = 2383/30D = 7.88 ENTI IATION AREA X SQ, INCHES PER FT. (144) = UM.72 SO, IN. MN. REQUIREDVENnLATION SX 1134.72 IN UPPER PORTION OFATnC - 56730 IN. OFF RIDGE VENTILATION AREA = Lt55QIN.PERYENT 567-w/us TALOOFVENRREQUIRED = 4.93357 ALOOF VENTSPD = 5 'AREA ffATnCATTIC 6THE PEWNEiER OF THE HOUSE, IESSTHE OVERHANG OFF RIDGE VENT DMIOROFWALLTOE)CTEIOROFWA NOOVMMNGSINCLIIDED BRG. HCsT. W-0• BRG. HGT. 8'-0' BRG. HGT. -0' K'X62- FYPON DECORATIVE SHUTTERS OR EQUIVALENT I r ®' I I i i TYP. t' 4' RAISED BAND (TYP.) I I .0,_0 FIN. FLR. 0''0' FIN. FLR I I - ------------------------- - - ,�0 m� FIN. FLR. REAR ELEVATION SCALE, V4 . V-V TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-0' BRG. HGt. 0'-0' FN. FLRI -------------------------- --------------------'---- 0'-0• FIN. FLR. LEFT ELEVATION SCALE: V4 . F-V TEXTURED FINI II OFF RIDGE VENT OFF RIDGE VENT jEl 0'-O'FIN. FLR4, ----------------------'- ------------------ RIGHT ELEVATION SCALE V4 . l'-V' TEXTURED FINISH 2. (- 1 I I I I I I DECO. DTL. A SCALE. V2 • 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7744078 FAX: 407-7744078 www.abdeslgngroup.com AA 11: 0003325 t a L1 S SVHDIN. de IAT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PllOJECT/T 04181.04B-11131 htODEIs 4EBB "1828-CALI" GARAGE BVnNG: LEFT PAGE: ELEVATION "Y' 160 MPH EXP. C ELECTRICAL LEGEND SYMBOL DEFINITION NOTE$ —e O&V OUTLET w ANr SNSLE POLE WV OafLET WV OUTLET Va o OUT+ur U!R® TRErG GFI RDV CUTLET SO15"D UUMD PALL NTONA& I fTA Fm MOOTAW TYPE) E@ 220V OUTLET WHIR GONNIZTION GPI NXr WA��F QW10 PALL OUTLET MTESRrRERr SUUTGN SWTCN 148AY OPER BUSTCN 4-UJAY OREM ,_/�R/4 -V I LiaartMow,ca COILING Lk2W © LED CLG LIISNT LW VAPOR ©vp MROCF LOW OVP VAPOR PROOF LOW OIRGlOSao CAH eVEVT. PAN I OM PER SG N. VpIL FW utLIRRIT I OM PS! Rd M. L i�7 PDfIU11! flPlCe fOD D1' PL1I�SCJ:NT 2-SILO RTRM ® fIRR��py�J{r CRESRP) AIOINO ® L4IyI.IT l.EULG tlISAP 2- PLIJORE&CINT W MJDIRSC W 1---a--�-,-I c0 n 4' TRYX LISIM PMlL s FETOM 0 S.D. e'aQ MTI=OR :!Bi fsl rim., I SALL I'E7 mfoo a'10Ke Mmcwn wAlLilicY.11 WL� ® CAAOII N3/ �OSTCTOR HST - e60AL OP NOT LUG UNN 4' FROM UALL MOAN? UGW L^ NATIMAL SAS CanAT . TE.IP/Y7t! JACK —ONC wATER pSCONECT AIR CONOI OAZ SEE A41 ON ' DISCONKT Two I-❑iV rELENaION JACK CEIL IRaU JO TO US Mr cmp N ACGOIOYICE W OOJt J.00X MARKED AS ■JCN FOR 311LIms am NOW CRLN3 FANILI " TO !E NS'FORRED N ACCQOAMZ W OOX AS EUCN FOR 24• NCA/DINCM LISMT NRP >r• NKADERCM LISNf STRr nnnn nnnn 4W NCANORILQNT LISNT S1Rr ROOD LONT � aPT. NICWh' KlrTAD ��II��II R_J PJa PIRN•OUTTCN 1'OIR CNMS uw PaRr • LOCATION OF TV JACKS ) PHONE OUTLETS ° PANS 10 BE ~00, • NOMEOUNER PRELCONSTRJCTION MEETNQ• • ALL 5 ! 20 AMP BRANCH CRCUITB TO BE AQC FAJU.T TEC PROTED PER PJ.CCTRICAL PRD✓INCNS OF MM 'ITFI ®TENON f2020) NEC 2012]ANT N SDITIO • 20 AMP DEDD RCATELAMDRY CIRdIIT. • GPI • *LAD tMOT ON KlXX*N CIRCUIT/ • DRFOWSwR DISCONNECT TO BE LOCKOW N PANEL • SATWNOCM ZX WIJST PAN TO NAVE MN CAPACITY OF W CPM INTER ITrENf PER ELECTRICAL PWAGIONS OF SECTICN MOOT! PECK TIN EDITION (20M). • LAYIORYY ROOM ItO DIS/SMNRER RECEPTACLE SMALL BE ORRO ND FAULT CROW - PROTECTION FOR PERSONNEL ON FEEDIRS • UN N40 NETNOD SMALL BE NON METALLIC CABLE PER ELECTRICAL PIROVOR" OP FOGt 20: 12IMIM ALL WORK TO COMPLY WM ELECTRICAL Fft"IDw OFTta T>!Ot iTN ®f24124f) �L L :-� SI♦aL B[ 6LL� BY RLILORR AND im p Lk2wT TYPILMER Per L+INI�PRVATION fQ1a1RN91TLu EER6Y QPIGslGI') SOSA) Tlh EDITION R404) METER FIELD VERIFY LOC. OPT. _—_--.----- _`�i�� COACH Lr*R ELECTRICAL PLAN SCALE, V4' . I'-m' CEILING MTD. LIGHT TO BE INSTALLED, PROVIDE J•BOk FOR OPT. PAW I I s I I I I 9 I I � I I i LED LIGHTING @ DOUBLE LAV. BATH •1 150 AMP ELECTRICAL RISER NOT TO SCALE QDCR.AL NOTES. A ELEGY OCAL MATERALS AND NSTALLAr6" SWILL COMPLY MOTH LLECTRICAL PROVISIONS OF rw PBg41TN eDn1eN f2 d01 LOCAL CODES. AND ALL LOCAL FCUER Gp'PANY 10GUREIENTS. B. ALL CONDUCTORS SHALL BE TYPE TNNJRHW UILM NOTED OT/ERUSE. / I I LED LIGHTING @ SINGLE LAV. BATH *2 3 CU. TNUN • FS CU IN2' CONOUIT OR 3 . AS CIl IN 2' CONDUIT OR 2/0 AL SSJ! CoMAINATION xRVlea 5IF ATP DISCONNECT SWTCN AND OO/!40 VC M ELECTRIC METER M IPNASt NOMA 3R ONGLO'SM M'0 PANEL 110.0mRae SERVICE "OPIANCE SWA" W NTERMTEM BONC06 TERMINAL AT LOW VOLTAGE CONNECTIONS GBAMPACE "A "L"eRON EOUPMONT Ta4mm 14 CU SERVICE ORCUD CONNECTED TO CONCRETE ENCAND ROOTER STEEL PER 9=710CAL. PROVISIONS OF TIE Pam TIM SAY DIA X 0 PT LONG COPPER CLAD GROINO ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWWoup.com AA #: 0003325 e aIrk S O a is WII rvt HDIV. AI:BOTT PARK LOT #11 BLK #13 PHASE 4B OJSCT# 04181.04B-11131 MODSI.9 4EBB "1828-CALI" GAVAGS BWMG: LEFT PADS: ELECTRICAL PLAN 160 MPH EXP. C 2' VTR IC �,O 1/2' \ Ur- LAXAV e ,{ /2t L17 3 g' I \ I I 2 sWJJR 112, 2 WASNER /1 J KITCHEN SINK w/ 2' VT AUTO VENT 1112- T LAV �! .UB PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, V4 • V-V' I I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdeslgngroup.mm AA M: 0003325 A Y i7 m O �yIDQ{� a }qQ�j� d d stTHDIV. Ac IAT: ABBOTT PARK LOT #11 BLK #13 PHASE 4B PIloJECT# 04181.04B-11131 agoa2al. 4EBB "1828-CALI" GARAGE sMRNG: LEFT 1 PAGE - PLUMBING PLAN 160 MPH EXP. C I A 02/08/22 CALE 1/4"=1'-0" 1fIEET P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS ALL 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 FPSC 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS 1 AIR DUCT AS PER NPPA 90A 2.3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL OR OTHER MATERIALS AS PER PBC 1TH EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 1TH EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 1TH EDITION (2020) MECHANICAL OODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 11 ALL FIRE RATED CEILINGS AND WALLS $yAL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC TTH EDITION (2020) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 8. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF IRO DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL 14VAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL AIR RETURN SUCTION AND LIQUID AIR SUPPLYREFRIGERANT LINES AIR HANDLEREXTERIOR WALL it 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAYPVC SLEEVE TO LINES BELOW SLABREFRIGERANT LINES TO PLATFORMCONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 1TH EDITION (2020) MECHANICAL BLDG. CODE SECTION 301Z.4 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG FIN. FLOOR OR WALL —� -FITTING OR EXTENSION To SOIL OR WASTE AS REQUIRED INSIDE /� SERIES NICKEL BR4S6 TTOPM CAULK / P.VG OPT14MO FLOOR SLAB CLEAN -OUT (TYPN) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR o THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAF'CONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) 4SXI 1/4' 614T. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'X0' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TY�P.)) MECHANICAL PLAN SC LE: 1/4 - 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N.RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 Ww bdeaigngroup.wm AA B: 0003325 W i< 4 F SVZBDiv. a ZAT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJZCTO 04181.04B-11131 MODMIA 4EBB "1828-CALI" GARAGZE EVnNG: LEFT PAGZi: MECHANICAL PLAN 160 MPH EXP. C ROAD k i1i6tJb Acm L AR NO 90723 j Is w =02/08/22 cAic: 1/4"=1'-0" ?IiST M1 2X4 TOP PLATE PP R F PRE -FAD TMM V2' CLG. BOARD 172' DRYWALL T`rf' BECK ST. — PLATE TO SLAB W/ 10d MABOWRY NAIL • 32' O.C. MAX SLAB FIN. FLR ITIONS SUPPORTING HUNG PLUMBING RES AND WALL 4ETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE (2:)TYP. INT. WALL (NON-BRG.) D1 SCALE, 3/4'.I'-V' FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER FOCR W511, ROOF 814EATHING TWIC 04ESS AS PER SWEET SNI. SECURED PER FASTENER SCHEDULE �7 PRE-ENG TRUSS 1 ttL. DRIP EDGE 2x FASCIA PER " -m ELEVATIONS T'fP. OH. VENTED SOFFIT I f I I 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ,%/S- GYPSUM BI OR VI' HIGH STRENGTH CLG. BOARD 3 5/8, OR 5 V2• DRYW4I.L 3/S' TOP CHANNEL (29 GA) 00104eR OVAD V/' 1WIC( 7 rOAT Y Q'IY D!! SLAM PWT�R =INID BTRUDTam r01! RiKORC�T L,2' DRYWALL o"Immy To h1MONlr 3 DIV OR 9 3/0' METAL STUDS n/ To TO RLL 24' O.C. 20 GA METAL TO BE aPRLL AS7FIM INSTALLED N WALLS APPItivAI R6 RECEIVS UPPER/ LOWER N CARNETS AND TUD/SWOUER 25 9 5/S• OR 5 uvax,vo am sEAI-µT Roo GA METAL TO BE NSTALLED bw BOTTOM CHANNEL (75 yAT1�.A" N ALL OTHER WALLS. GA.) SECURED w rIallLowa ly TSTUDS2ND TO SPACED O.C. AT 2ND TO CONC i ¢ ne �I.SN row sM LN D�MANIFJ A FLOOR WALLS ADJACENT TO FLOOR STAIR WELLS AND BATHROOM FLOOR UV 9/4• FPAPLO au oAlv..taL ro To WALLS W/ TILE PNIBH 4 WOOD FLOOR n•aTr. u�. go. YoOp MN FM�IMD WOM JAMS RM W/ 1/4' WOOD SCREW PRODUCT N- VCAL T Aa'N' RSSO. S TRAM I' Sr D WOOD BABEBOARD FAWBOD TO ROCS TRAM BRAC¢T6 W PICDICT NTICVAL IYG FINISH FLOOR 1-STORY TYP. INT. WALL 2-B GAS LINE THRU BLACK 3 GARAGE DOOR JAMBS D1 SCALE:II/2'•1'-0' 1A METAL STUDS(NON-BRIG.).�""'�` D1 SCAM 3/4•.r'-o• WE ENERGY CODE PC" INSULATION R•VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — $TRIPB • 24' OjC. 8' CMU 1/U' GYP. ILL. ISD.- WOOD BASE — 0'-0' FIN. FLR.L n. n W/ WINDOW OPENING N FIBERGLASS SHINGLES WITH UNDERLAYMENT AS PER PBCR 905.LL ROOF SWEATHING THICIOdESB AS PER SHEET SNL. SECURED PER FASTENER 80WEDULE REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK. 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR • • ROOF SHEATHING THICKNESS IS ENGINEERED PER ASCE 1-16 IN ACCORDANCE WITH FBCR 2020 NTH EDITION, SECTION R301.13 AND 160SB.1. B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF D1 SCALE, 3/4'0-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR S05.1.1.1 OF THE FBCR 2020 'ITH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. FIBEIR'PLASS BHINGL£S WITH UNDERLAYMENT AS PER FBCR 905J.1. ROOF SHEATHING THICI"86 AS PER SHEET SNI. SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT WALL SHEATHING THICKNESS AS PER SWEET SNI. SECURE PER FASTENER SCHEDULE ON SHEET SNI PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'•0' FIN. PLR,L S' CMU — FIBERGLASS SHINGLES 2X4 SPF 24' O,C. MAX. WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR SODA. s EA. END ROOF SHEATHING 2x LSLOCKING BETWEEN TFAASES THICKNESS AS PER PER STRUCTURAL DETAILS SHEET SNI. SECURED PER FASTENER SCHEDULE 8TFFBACK AT ALL UPRIGHTS PER STRUCTURAL DETAILS M%. DRIP EDGE AX PRE-ENG WD. TRUSS 9x. 2x FASCIA PER ELEVATIONS PER ELEVATION //// VENTED SOFFIT CONT. 2x RAT SECURED PER STRUCTURAL DETAILS WALL SHEATHING SEE ENERGY CODE FORMS FOR THICKNESS AS PER INSULATION R-VALUES SWEET SNI. SECURE PER PER ELEVATION FASTENER SCHEDULE S/S' GYPSUM BOARD OR 1/2' ON SHEET SNI. HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS - WEEP SCREED 2x P.T. SECURED PER R-AJ INSULATION STRUCTURAL DETAILS WMAA�Ac ATTACHMENT B�PECIFIFICATIOONS Ix2 P.T. FURRIN6— $TRIPS • 24' OC. 1/2' GYP. WL. DO — WOOD BASE— CMU . — 0'•0' FIN. FLR a . .. ROOF SHEATHING THICKNE58 18 ENGINEERED PER SCE I-I6 IN ° ACCORDANCE WITH FBCR 2020 • ° ^ 1TH EDITION, SECTION R301.1.3 AND 16099.1. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOTE: METHOD TO BE USED FOR THE 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF D1 SCALE' 3/4'.T-0' UNDERLAYMENT N ACCORDANCE WITH FBCR 1305.1.1.1 OF THE FBCR 2020 'ITH EDITION 18 04 WHICH USES (2) TWO LAYERS OF ASTM D226 TYPE II OR ASTM D486S TYPE III OR TYPE IV UNDERLAYMENT. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.ebdesWgroup.mm AA #: 0003325 o no SUDDIV e. LOT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PIROJECT111111 04181.04B-11131 UDDZIA 4EBB "1828-CALI" GARAGE 8WMG: LEFT PAGE: DETAILS 160 MPH E . C DAPS-. 02/08/22 SCALE: 1/4"=1'-0" N*IM= D1 2XX66 P.T. " CENTER OF DOOR HEADER SECURED Ulf (U 112' X V J-BOLT UV 4' MN EMBEDMENT UV 21 X 2' X V6' IUAGWM 4 NUT OR IW (2) 112' X V ANCHOR BOLTS UV 41 MN Q"BiDIiRAT UV 2• X 2' X IW WASHER 4 NUT— ® V4 TAPCONS I IA' SHOW. D' OC- 4' ETD DIET. 1 IR1 EDGE DIST. E7 2X6 GARAGE DOOR BUCK SECURED WV (b) lol' X V J-BOLT OR ANCHOR BOLTS, W/ 4' MN OMBEDM I NT, UV 2- X 2' X V6' WASHER 4 NWT. 11) WITHIN V OF TOP, (1) WITHIN V OF THE BM ® (A) EVENLY SPACED. U NOTE& ALL ANCHORS 69ALL Be N ACCORDANCE TO MANIVACTURER'S INSTALLATION INSTRUCTIONS "RE SUCH NOTR)CTIONS AVE MORE STRNWNT GARAGE DOOR BUCK ATTACHMENT erxr, n•.rw D' CHU V2' DRITSALL IX4 P.T. OR D/4'X4' MN SECURE rHRU FRAME 4 1'X4' EXTEND 1.1/4' INTO P.T. NAILER BLOCK W/ 3/16' TAPCOND DOOR CASING (MIN. DRANK SIZE J4b MN HEAD SIZE 300 MN EMBEDMENT 1-1/4' WITHINV OF EACH END DOOR JAMB OR WINDOW 4 M' OC. MAX SPACING ATTACH TO 2X PER MANIACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUM JA'1S l00 NOT EXCEED 1/4') DOOR JAMB TO BLOCK +3/4" OR +5/4" �011 TO BLACK +3/4" OR +5/4" 2X4, = SECURE TO BLOCK W/ 3/16' TAPCONS MN SHANK SIZE J45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WITHIN V OF EACH MID 4 M' OC. MAX SPACING. 2X6, = SECURE TO BLOCK UWV 3M' TAPCONS (MIN. SHANK SIZE J45 MN HEAD SIZE .300 MN FlO DMMIT 1 1/4') 6' cm WITHIN S' OF EACH END 4 WOL. MAX 6PACN& In• DRYWALL .cm ® 6[CLM TO MOM P.T. NAILER WK2) SAW TAPCONS (MN. SHANK bin J45 DOOR CAbMG MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 1/4.1 WrHN V OF EACH END 4 0' OC. MAX SPACING. DOOR JAMB OR WNDCU ATTACH TO 2X PER MANIACTRE6 DETAIL& NOTM 8141M AS NEEDED TO PLUMB JAMS (DO NOT EXCEED 1/4') DOOR JAMB TO BLOCK +1 1/2" D OIL TO BLOCK +1 1/2" 3 4" BUCK CONNECTION TO BLK DETAIL 2 2X4, _ 6ECLIE TO OLD= W/ 3/16' TAPCONS (MIN SHANK SIZE .MD MIN. HEAD SIZE J00 MIL EMBEDMENT 11149 WTHN V OF EACH END 4 18' 0= MAX SPACING. 2X6. SECURE TO BLOCK W/(2) SAW TAPCOW (MIN. 844AW SIZE .145 MN. HEAD SIZE 3®0 MN EMBEDMENT 1 V41) WITHIN V OF EACH END D' CM 4 IS' = MAX SPACING IR' DR1'LLIALL 2X0 U� ❑ SECURE TO BLOCK I'X4' WK2) 3/16' TAPCOW P.T. NAILER MIN. SHANK SIZE 146 1R6' OSU& X 4' MN MN. HEAD SIZEBE300 MN EMDMENT I V4') DOOR CASING WITHIN OF EACH END 4 B' O.C. MAX SPACING. DOOR JAMD OR WINDOW ATTACH TO 2X PER t'~ACTURE6 DETAILS. NOTE, SHIM A6 HEEDED TO PLUMB JAMB 100 NOT EXCEED VW) DOOR JAMB TO BLOCK +1 15/18" /y11IIND0IE TO BLOCK +1 15/18" ZX4, _ 650UE TO BLOCK UV W/16' TA= (MN SHANK SIZE J45, MIN. HEAD SIZE 300 MN. EMBEDMENT 1 1/49 WITHIN V OF EACH END 4 w O.C. MAX SPACNG. NOTE, STRUCTLR.4L 2X MUST BE 2X6: ® ON OUTSIDE 4 SECURED SBCSE TO BLOCK THROUGH NON-STRUCTURAL W/(Z) 3/16' TAPC-0W 3/16' TAPCON MN I-V4' (MN SHANK $011 J46 EMDEDMEWf INTO CLOCK MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') WTHN V OF EACH END D' CM 4 W OC. MAX SPACN& I/C DRYWALL 2Xh ® a BLOCK 1'X4' Ukf213E ' W/(2) SAS' TAPCON6 P.i. NAILER (MN SHANK SIZE 14D DOOR CAbING MN HEAD SIZE -400 MN EMBEDMENT I V4.) WITHIN V OP EACH END 4 W O.C. MAX SPACING. DOOR JAMB OR WNDCW ATTACH TO 2X PER f'~ACTIRE6 DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +2 1/4" y 1IIND0II TO BLACK +2 1/4" ZX*cEo SECURE TO BLOCK UV 3/16' TAPCONS MN SHANK SIZE US MN. HEAD 612E JIM MN EMBEDMENT 1 V41) WITHIN W OF EACH END 4 D' OC. MAX SPACING. 2X(n CM SECURE TO BLOCK UV(2) 3/16, TAPCONS MIKSI4ANIK SIZE J45 MN. HEAD S13 JOD MIN. EMBEDI aKT 1 1/4') WITHIN V OF SA04 END 4 B' OC. MAX SPACING 2X4N C2= SECURE TO BLodc SVl2)!(W' TAACONG MN SHANK SIZE J45 MN3 . HEAD SIZE 00 NDTE: SWIM AS NEEDED TO PIJ11B JAMS (DO NOT EXCEED V4') D' CMW 1/2' DRYWALL LL TO BE POURS ❑ SOLID UV ZA00 PSI CC4CREIL REIPOIR UY "1 S 1=11"ALL' 1'X4• I.T. NAILER T/K' DAIS, X W MN CA61W JAMB OR WINDOW ATTACH TO 2X PER MAN I FACTURES DETAILS. DOOR JAMB 3 TO BLK DETAIL 2X4, Eb DECUE TO BLOCK U113116'TAPCONS MN SHANK SIZE J4b MR HEAD SIZE 300 MN EMBEDMENT 1 V4') WITHIN V CF EACH ENO 4 r' OC. MAX SPACING. ZX4, _ bECUR! TO BLOCK UV 114'TAPC W (MN. SHAW SIZE 145 MIN, HEAD SIZE JIM MN. EMBEDMENT 1 1/49 WITHIN 6' OF EACH END A ID' OC. MAX SPACING. 2X6, ® 2X6, BID OCCURS TO BLOCK SECURE TO BLOCK WW2) AAA TAPW CO W/(2) V4• TAPCOW (MIL fMN SHANK SIZE Job SHANK SIZE J49 MN. MIL HEAD 61RJ 300 HEAD SIZE J00 MN. MIN. EMBEDMENT I V49 EMBEDMENT I LAW) WITHIN V CF EACH END V CMII WITHN V OF EACH END IS' = MAX SPACNG 4 IS' OC. MAX SPACN1 D, Cm 1XS, ® V2' DRYWALL 11 IR' DRYWALL SECURE TO BLOCK I'X4' SEC RE bEGUIE 10"V4.) WK2) 9n6' TAPCON6 P.T. HAULER W/(2)V4' iP.T. NAILER MN. GN�AK SIZE .WS DOOR CASING (MIL SHANMN HEAD SIZE JOD MN HEAD 1/16'OAS. X 4'MN MN EMBEDMENT 1 V4') MN EMBEWITHIN V OP EACH MD WTHN WODOOR CASING W W O.C. MAX 4 IS' OC. M SPACING DOOR JAMB OR u1NOOW ORACNWi. DOOR JAMS OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANFACTURES DETAILS, MANUTACTURES DETAIL& NOTE, SWIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3" riT[r wx 1m Rrnnrr +n" NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED 1149 DOOR JAMB TO BLACK +3 7/18" IN OR TO BLACK +3 7/16" ZX4, = 2XA, EE SECURE TO BLOCK IW Seem TO BLOCK UV 3A6' TAPCOHS MN 1/4' TAPCONS MN SLAW SIZE 145 MN SHANK SIZE ME, MN HEAD SIZE 3M HEAD SIZE 300 MN EMBEDMENT 11,141) MN EN'UbEDMENT 1 V49 WITHIN V OF EACH WITHIN V OF EACH END 4 10' OC. MAX END 4 16' O.C. MAX SPACING NOTE, STRUCTURAL 2X MUST BE SPACNG NOTE; STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED IZEI 2X6,SECURE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUEI4 NON-STRUCTURAL TO B.OM THROUGH NON-STRUCTURAL WXV NIS' TAPCONS W16' TAPCCN MN 1-1/4' WK2) 1/4' TAPCONS (MN 3A6' TAPCCN MN 1-1/4' (MN. SHANK SIZE 145 EMBEDMENT INTO SWANK SIZE .Mb MN O"ISIgMENT INTO BLOCK MN HEAD SIZE 300 HEAD SIZE .300 MN MN EMBEDMENT 1 1/4') S• CM EMBEDMENT 1 114') WITHIN OF EACH ONE)WTHN 6' OF EACH END D, CW 4 B' = MAX SPACING. VJ' DRYWALL 4 W OD. MAX SPACING. IrJ• DRYWALL 2X6 ® FT I'X4• 2XS, ® El I•X4• SECURE TO BLOCK P.T. NAILER SECURE TO BLOCK M.T. NAILER UVl2) SAS' TAPCONS MN SWANK SIZE .Mb DOOR CASING WH2) V4' TAPCON6 (MN SWANK SIZE 148 I' P.T. X 4' MN MN HEAD SIZE 3" MN HEAD SIZE 300 MN EMBEDMENT 1 V4') 2ND A( SECURE TO STRUCTURAL MN EMBEDMENT 1 1/4') DOOR GASNG WITHIN V OP EACH END MEMBER W =d WTHN S' WTHN S' OF EACH END 4 It, OC. MAX OF EACH END 4 6' TO S' O.C. MAX 4 IS- O.C. MAX SPACING. SPACING OR DOJAMB OR WHOM DOOR JAM OR WINDOW ATTACH TO 2X PER ATTAC 4 TO 2X IMI R MANUFACTURES DETAIL& MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS NOTE: BRIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED IW) JAMS (00 NOT EXCEED 1/4') DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" ®EEC rnTr Pn mnrn( an" n W TO BLACK +3 3/4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 40T-774-6078 FAX: 407-774-4078 www.ebdwigngroup.com AA #: 0003325 La A aUDDIV. do LOT. ABBOTT PARK LOT #11 BLK #13 PHASE 4B PEtojmcT/T 04181.04B-11131 TtEODELe 4EBB "1828-CALI" GARAGZ 1111t11ING: LEFT PAGE: DETAILS 160 MPH EXP. C DA M 02/08/22 sCAI.N: 1/4"=1'-0" sSIM= D2 QED eWLDRNA IURAP SMALL' *V R LAPPED A MMR1M Q LAS M (CI DF#RING M W MOLL E 6' 6' • VERTICAL LAPS (ROLL FLASHIN7 WRAP P MA ERI UV NOUN ENDS) N P • FI D TO LAPD. WRAI` MATWOM OVER :. ALL 8EN'IS NOD TO BE TAPED LATH VERTICAL LAP TO R I' ,N,PPRpyEp I.IpUpE UIRAP, WNW FORTIBER SWEATMMS TAPE •• •- To "XIlFm ONTO PIP! a / P OR LESS PIPE 6'vi' DELF-ADl•CRING MEMBRANE PRiFOR'IGD CONTROL JOINT .�- j' TNIGC D COAT CB'1[NT PE)l1RATIONFLASHING (COMPATIBLE UY MOUSE / \ FLADIER.:;;..'.f,::a;: 7{ FLANDE OF CONTROL JOINTS, URAP MATERIAL) OVER 4114' BE WRED TIED TO LAIN F V a,FIB LAYER 4, FORTIRDER / \ ::: ' :;i%�:.:: � PLASFING OVER APPROVED OL. MAX [vERTJ. tl12IEL DO BUILDING PAPER / r roL LN . ne'raL Lan, \ NOT FASTEN CONTROL JOINT TO � IF A6N p•cxro,o O.RO pFE 1441 N. RONALD REAGAN BLVD. "L EVEN F STUD EXISTS LONGWOOD, FL 32750 BEYOND EXCEPT STAPLES YV APPROVED METAL LAT4 LBO MAY R USED TO T". FASTENED "l' (VERTJ O,C, MAX �( X X 4"X PH: 407-774.6078 SECURESECURECONTROL JOINT AT SUPPORTSCUT AND OVERLAP ONE SIDE OF FAX: 407-774.4078 NG OURINSTALLATION UNB LAYER -'L INSTALLATION �— — — 6ELP-ADHERING MEt'lRANN www.abdesigngroup.mm FASTENERS To BE SPACED STUCCO URAP METAL LATH R"4"I'R� OTT AND ID OVERLAP ONE SE OF AA #: 0003325 P 1' O.C. MAX VERTICALLY WOOD SIIATMING T SI STEP "2 SELF-ADNERNG MEMIBRAtt MIN IURB LAYER 9, J' THICK D COAT CB" EMT FLASNIKi Is �^'i' "", . •' •.1f .-1.. ,?`.. 7N. ••; . `n' c. nw r P AF oa r STUCCO UNAP i METAL LATH °ER WRS LAYER '4 gQ . S:T,_...rv. a PLASTER STUCCO W W UNB LATER 4. FORTFIBER LLR! LAYER PORTFU UAR6 LAYER F!, FORTFIDER / WALD� p� I ^ /�j dUILDWD PAPER IF ST{1CC0 WtAP UM LAYER -k 6'R6' aELP.AOlERM MEMBRANE R-ASNNG OVER 4'Sa4' SEAY-ADNL� MEMBRANE ro ll T I FLADMNED OVER APPROV aeM nIN LATH SHALL NOT EG MOM SATNNG INSTALL FMTEFiR► [LIPS, 4 NOUN YAEP. SIR CONTINUOUS r„O O' v ro a' I STRAPS, STAPLED) AS R-A6MN3 TO EXIFND ONTO PFE THRROUGH CONTROL /MN.{ 41t4' SELF-ADERING MEMBRANE SNARL BE 6TOPPED ANDJOTS PIPE[ UFO TO FRAMING FLA6HN0 OVER APFTROVED TElD AT EACH SIDC �� \� PROVIDE TX4 BLOCKING r nw LAt lLA6NINfi TO EXTSLND aaTo PIPE PER ASTM CW621 PLACED FLAT MAX 6' TO V LY r Ov"R uL L4P FROM \ JOINT WHEN CONTROL JTMt FALLS ON \ / STRUCTURAL STUD 2 LAP VA SCALE. I VJ'a I' -ND' %' CONT. BEAD OF SEALANT L FASTENERS FOR LATH TO R NAILS OR 91� INSTALL APPROV® FIgJSEWRAF. AIR STAPLED IN COPI-LINNOE UV ASTM C "3 � INFLIRKIN ATEAINWER OVER 3. RIPE TUFA TO Be (NO. M) &OATS' UUM �' 8I4EAINN6 ACCITI S. ISLOCKM SMOILIN MAY Be IN TO REOWRM PER PLAN �� \ —BLASC.V. FINISH (WETING IYALL�OECTIGTO Mil III �I I �� 91 VERTICAL LATH Fitl a m i.S �g F & PAPER DETAIL WDOD 6nDe SECTION N Bd*IR IISYY,"q INaYIRD 6HEAT4iIF5 EhaOro .", w'th plied appkatlpn� SIDE LAPS OF PETAL PLASTER BASES SMALL ropuremerta oIASTM C 92618b. BE SECURED TO SUILDN6 Inc M" TYPE CONTROL JOINT PPIAMM PAPIES ehSallcomply [witlASTMC�iW319e, �A H O"THEY SMALL M TIED or ASTM 1787. W BETLEEN SUPPORTS WITH O041S-RN. (2I-M1) STUCCOt ATH WIRE AT INTERVAL* NOT;0 ;qv PER k IE MORE THAN D' [77YMMA O MPERMTY1CI06D 3A PIP PENETRATION TAIL CFRAM l FOLD aaNIO • rT. A G )'OLD IIaVO . ri. A ®� T•fA�AI.a^° KICKOUT N0� FOR REPAIR TEARS ® IN WINE LAYERS, TEARS HORIZONTAL LATH DETAIL MAY MEPATCWO & PAPER DETAIL WANODUSE WRAP TAPE PER MANTIC SPEC. OR PEEL N DTIL7C WOOD SHEATHING OL POW INIAAo • O L----A OR Cmu PT. A J. 04MAW a Pr. a I. cl�Ar . n. * It WRES LAYER "I, anAM F".4 STUCCO WRAP(FRAME ONLY) ♦FOLD . C w+ R* TRL R, C aO11O1N� PLAIMIS THICK 3 COAT CEMENT PLASTER (FRAME), M) GOATLEGEND CEMENT PLASTER (CM0).A METAL LATH (FRAME ONLY) O� OLAP WRS 4 TAPE OVER DRAINAGE PLANE (WRB aT � ROOF/WALL SCREED R•»e" �� T>Q Y LATER #1, STUCCO WRAP) j'MCK3COAT CIII Z 5'X5''L'TYPE CONTINUOUS WRB LATER "2 CFORTIF15ER — — — —'—'— PLA*TERfIRaFi).VlfDOAr F GALV.METAL FLASHING WRISC4WLATER `CFYN z BUILDING PAPER) WRB LAYER 4,FDRTRDER ;� � (NAIL TO ROOF DECK, NOT SULC*G PAPER nRAM wLn WALL SHEATHING) USES LAYER'L r CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x ;,. ;LL DTLiccoWRAPnwaRaLr, INSTALL WITH ROOF CEMENT mlvaDlV ILOT: ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECTLM 04181.04B-11131 MODELA 4EBB "1828—CALI" GARAGE OWING: LEFT PAOE: WALL ASSEMBLY DETAILS %�FA Imo. 160 MPH EXP. C AISM STUCCO �I ROOFCEMENr WOOD OR —1/16a ZIP WALL ., ' ..WLLFJ666 I ROOF PER ELEVATIONS SHEATHING $ MAW `� SELF-ADHESIVE FLASHING � NOTE" ,� y WT✓Oa 1tlLR SEA. [6Y0 dt METAL LATH: LATH TO BE PER SECTION AR NO ALL y i y�L R7m3.�-1 / ASTM C-841-14a, MIN- 2.5 LBS. PRIPTT Swope" � �616 e��w�aFPmP. DATE: 02/08/22 q"P V PER SQ. YARD (UTILITY OR NOMINAL aaALM1/4^=V-0" e1'"'11ft'•' "Y PAS "L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) sBEET FAOM 4' = MAX 5 NT.S. WA1 INSTALL 6' SELF -ADHERING MEMBRANE FLASHMG OVER TOP, 50E(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLABHIN6 TO BE- L BOTTOM. 2. BIDES_ 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO DE ` TOOLED 60 AS TO DEFLECT i. 4:. WATER AWAY FROM JOINTS, "X7 E-Z BEAD ALL AROUND - VENT -APPLY SEALANT ALL i JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO ON ALL SIDE&V CAULKING It JOINT ALL AROUND I I I PER SECTION E)Mft kvhna and oW left BACKER ROD I Exterior use of portland cement plaster shell comply with the application requirements of ASTM C 92618b. X. I 1 * Installation of exterior lathing and framing shall comply with ASTM C 1053-19a, or ASTM 1787. UAW LAYER M, i�;�''.. STUCCO WRAP I .:,.. HOODED VENT . .. i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOM SHEATHING © DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/I6' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84l-14a, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT to TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER — OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER- WDER YiUICK FLASHY 0VENT PENETRATION L 1 SCALE. N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD Y\ 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 )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LAFrsER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER $1, STUCCO WRAP WOOD SHEATHING HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 6 GRAE FELT-PRI SEALANT A JONTI INTERSEC STEP #1 STEP #3 WOW SHEATHING WRB LAYER 9. STUCCO WRAP METAL LATH GON6TRJGTION . FFINNI8N Y FASTEN TO WOOD STRUCTURAL MINMWR • V O.G MAX S' CMU ' TO N 6' WDE $TRIP SELF ADHESIVE R.ASN16, CLEAN MASONRY BEFOM APPLYING HORIZONTAL WEEP SCREED (FRAME TO ,BLOCK a. WRB LAYER 01, STUCCO WRAP WRB LAYER w, STUCCO WRAP e APPLY 4aa MIN40MM SEMBRANE FLAGRADE'D'FELTMEMBRANE FLASHINGOVER SELF-ADHERNG FLASHING OVER APROVED HOUSEU4EAI•AYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELABTOMERIC COATING OVER STUCCO/ C V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407.77"078 FAX: 407-774-4078 www,ebdesigngroup.com AA C 0003326 It 510 14 c. sUDDIV. Sg LOT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 a4Onaz< 4EBB "1828-CALI" GARAGE SWING: LEFT 1PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Q I PAUIJM A. ABOUCF ACM Li. AR NO !E7?3 DATM 02/08/22 SCALM 1/4"—V-0" IIIIIIIECEIT WA2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 111(o' ZIP WALL SHEATHING SELF—ADHESIVE FLASHING — — — — — 1, 2 1/2" CORNER BEAD (FASTENER a SPACING o l' O.C.) CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.7746078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 SVHDIV. Ae LATs ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 HODEL4 4EBB "1828—CALI" GARAGE DWING: LEFT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. DA 02/08/22 scAim 1/4"=1'-0" 81=7 WA3 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 01 (FORTIRBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR -1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — WOOD sl F"TMWG— UTATMER RESISTIVE DARIIER'1 UIEATMER RESISTIVE. BARRIER Q FLA�S4111J0 RING STARTER STRIP S' SELF-ADFGRM6 �sronvE UEAneft M"rNE OAIRIIR 4 �% RASFIN GALV'D METAL ��yy,�OR Z'FLASMNG UtlOD TRRS'7w / UIbOD�Rt'11'FJ'oER \ \ / OR APPROVEdAP D T SIDING TO STUCCO BLOCK TO FRAME � � TRANSITION 1 i7 UBEEYOrlOICrRON �— ND WOOD SMEATWW. TARESISTIVE ISA1�{E.�ERRy.RESISTIVE FLASMM-ADMERINS BOARD . BATTEN QQL FL� RRd6 L \ , O WRATMIR ROSISTIVI BARRIER '1 STARTER STRIP / \� ,\ WEBER mSISTIVE \ffijk�K OR\ \ O' SEL ADFERINS — GALV'D METAL AALVD METAL 7'PLASMNG S' PLABiRNs Dn NOT cauuc OR NARDIE TRIM PER ELEVATION MARDIE TRIM PER ELEVATION \ / ¢OR APP'ROVED SEALANT CASM SIDING TO STUCCO ® BLOCK TO FRAME ,�� TRANSITION h.Y 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 Ww Abdwigngroop.com AA 8: 0003325 rL c 4 SVBDIV, de IAT: ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 MODXZA 4EBB "1828-CALI" GARAGE BVnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ROLAW A.AB000WACRA AR NO 9WM , DPANT A 02/08/22 scALE: 1/4"=1'-0" iBEET WA4 AVNAMESOr !MUD BETAKEN NKEEPINGTHEVENT P', B'AND NO' SHOWN IN A"G4VNJQED LINI E ALIGNED. VENT PIPE IS ESEALEDNUTRPED GCE ENT USING 1-NIE NAILS AT EACH CONGER. ROOFNIGCEMENT SHOULDBEAPPLIED TOAC N CU OUTTRN CUT OUNGSIMOSE-ENINGMOPENNGNCEWITF THEENEE MINEARTHE OUTEREDGE I PRWND THETHERtE PERIMETER AS RECOMMENCED IN SEVERE WEATHER GOA6tAL IE THE OPENING INACHANI—CETFANIS CCNSTRUCTON ZONES. CHEATSHOW CHART SHOWN. N THE EVENT A MECHANICAL VENT FM! 6 USED, THEVENTOPENINGINACCORDANCEWrtH VENT FAN MANUFACTURES PIPING CGNNECTKN INSTRUCTIONS. DO NOT CUT NTOTRUS6E60R RPFTERS WHEN CUTTING THE OPENING IN THEROCF. I'-= RE� NTEWERNG $HINGE NAGS MOJND THE PERIMETER OF THE OPENING SOTHATTHE NAILNGF-ANGE THE VENT LAVE FLAT TO THERDOFSHEATHNG SLOE THE TCP AND SIDE FLANC£S—EVENT UP AND UNDER SPLLOWHINGLE6. THE BOTTOM VENTFLANC£S TO TUY CN HETOPO AUD SHNCIES. M I I P IF�^If-- o --11 ROOF HOOD ECAL VENT DETAIL 7EMPOmAR1LY F"Ar 4 SECulig Houem~tom ew NOUIEIE w NO[ FLAP WOEIU - AT,W ANNA AL WAD MOONED r Cur N NOusEURAP I � QMNm wouslArM TRAP N AT N AT JAYMS & NLL \ I - APPROVED NOUSlIEM,P oweeATH6n oe«vER UD env •u,.. eLom SILL RO. TO EMlm com - STEP 1 STEP 2 N.TALL 6-- WILF-ADliRNO FLAMSW ONR JAMBS EXRTO 6 MN }/ / r 41ILL NLOE MLL \7/\ FLEXIBL! R.ASIRtE DO NOT SEAL BOrtOM —� FIN STEP 6 ALIGN iLAMM16 W Ni. EDGi OF ELL Ro. FAIIM �Y BOOM (CAP NALS, 61ARLI M INSTALL DIrCNT RENSR.M A6 1w FLA614N0 AT rM PLUMBING VENT DETAILS NT6 AMM AND WRAP WILY TO BACK N EDOIY NN-NO LAMS N LNE uV "Im-PYWOHm IGLU Om SLOTH AM ADIRSWE - :NENJL FLAM M VEIe DRIP CAP ECTo-eMAr RI WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 4 3S" WIDE VP HENG SM IX2 HEAAVERVER FELT Imo/ UNDEI--ENT ASR T —E NT CEMENT NOFASTNERS WITHIN S a CENTERUNE XTRA FA6TNE" END OF BHNCIE xTENOEND SHINGLE AT LEAST NT'fiEYWO VALIEV CENTERUNE "CLIPPEDCPF CCRNERAT45DEGREE6 ROOF VALLEY DETAIL SCALE: INTO APPLY OSI HIU (O EOIJAJ-) W-41,6W . FEUD ATPLEW PLASI4M d.ANOO WSTE-SEAL RC-N OR EOLLL.A SLOP! SILL TO Er mm IT 16 nU C40WACr0R6 REBPONBIBLTY TO VERIFY THE COMPATIBILITY OF ALL PRODICM, ►CLIDING H/WpAVA . EEALANTB A WLP-ADHERING FLASHING MATERIALS USED DURNS CCNBTRCTION. . INSTALL ALL MAIMAL6 PER MANPACTLMRb WeITTEN WMCPCATIONS SlALANTfS MAY REACT ADVERMQY P NOr PArDLIL AN AND SEAL JAMB TO BILL JOINTS UNTH W IIn FOLLOWING COMI-L.V ON OF OR RETROFIT WORK REPAIR SCHEME SH 4N SHALL BE RVIL&INTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW rNE WINDOW OPENING AL NTERTOR PERIMETER OF WINDOW WITH ALANT WQM L IT 16 THE CONTACTORS IESPCNUK Y TO VERFY THE 0"ATMUTY OF ALL PRODUCT! NC=WM SEALANM ( $W-ADNERNO IRACNNO MATEMAL6 umv DURN9 CQDTRUOTCNI I. PLA814M AT 6%IMIOR LWNDOWS AND DOOR OPENN06 SHALL BE INSTALLED N ACOORDNJCN WrtFI MA M•ACTURER! NetALLATCN PtlTRUCTh" AND APPROVED MTN= U OF FBO RtOSA U N ACCORDANCE IWrN FENESTRATION K4NEE•A=T =" INSTALLATION AND FLA6 4M EJ6TRUGT10Nl. W9@ll16L lEALlNt6 MAY REACT ADVERMLY P NOT WALL FLASHING INSTALLATION DETAIL (MASONRY) SCALE. NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774 www.6bdesigngmm AA A: 00033215j 1 o 9 mmomt ubDIv. & LoT: ABBOTT PARK LOT #11 BLK #13 PHASE 4B IsB ROJ=Tp 04181.04B-11131 stOaEL 4EBB "1828—CALI" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C Al! ROUW A. MOUCHAM M NO 007W 102/08/22 CAlm 1/4"=V-0" DEC= WA5 i iiI \ ---------------- �- i - - - -- - -- I . 2x(o 5U5-5ANb - W/1'x4' NOTCH e /----------- -- - -- ;/ END, WRAPPED IN PEEL 4 STICK DRIP EDGE ........................ .. 1 I 1/8' TEXTURED I 1 I FINISH a WOOD 1 1/8 ! ,+ 1/2' TEXTURED 11 al/ FINISH e CMU \� METAL FASCIA WRAP YB FROM \ t a �f% STUCCO, I' FROM \�--------------....- - A WOOD WALL �\ EXTERIOR WALL (FRAME OR CMU) �\- NOTE: NOTCH FOR 2X(p 1, SUB BAND ONLY PETAL FASCIA WRAP 2X& eue eaNt>- �n ©FLAN 8 —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) 1, \ ,-4DRIP EDGE, 1' OFF WALL V NOT INTO STUCCO) 11/8' TEXTURED FINISH e /wooD, 1/2' TEXTURED SUB BAND DETAIL 0 WALL :" FINISH a CMU --------- -- �/ 2xC6 SUB -BAND W/I'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' lv OFF WOOD WALL 3• x X....:: .. x x x x x x 3rSt+. II I x xxxxxx x x x x x PRE-ENG'D TRUSS TO BE CUT a x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x :..... .y. ,..,:. 4�x 2'x 4'-O' x x x x x x x x x x 00 SCABBED TO TRUSS x x x x x x x x W/126 NAILS 6'-8' x x x x x D.C. MAX. x 2x SUB -BAND W/%'x4' NOTCH a END .I METAL FASCIA WRAP I FL Al `� A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL WWKICK-OUT-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN A' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11¢'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11 'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 4OT-7744078 www.abdesWngroup.com AA 8: 0003325 a aI MR >BVHDIV. & IAT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJRCT# 04181.04B-11131 uoaalj 4EBB "1828-CALI" OARAGZ 8 WINO: LEFT PAGN: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH Ya. C will ROLAW A ABOUCHACRA AR NO 0070 D � 02/08/22 ■CALM 1/4"==V-0" altzaT dd AU M-1 qo-A" 28'-8" 11'-0" 3,-4" 15'-10' 3'-6" 38'-2" `.Q TOP OF SLAB "' eo 1A 1 — — —FM-12X12 — — — — — FM-12X18 H 4"CONC. SLAB� 3 117 �`; FM-12X18 EXTEND 1A 1 CHASE4" PVC \;, SLAB 1 1/2" 1 I I 1 1A \ I ,\, D � TOP OF I \ SLAB I Ix \ I ,% \` m \ L—__— TE1 I 4" T-0" 5 I 1.1 I I m EXTEND 1 1P' 2 1A Sim. SLAB 11/2" -- 1,1 A FM-12X18 :2 IW LL 4"CONC.I i_ law SLAB ry 3,-55. 1/2" I ly a �--3 1/2" II ,A 4:717 1A 2 5 — —J 1. IM' 1 1A 1 FMC-12)(18 FM-12X18 FM FMC-12X18 F1"IC 4 F LFMC 1�FM-12X18-12X18 4 .1 2'-8" 161-0" 2'-8" 3'-10" 10'-2" 4'1" 14'-0" 21'-4" 39'$" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-V. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +.0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11ANDICATES #5 BAR, UNDICATES #6 BAR, INDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #8 =361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE SOIL BEARING CAPACITY OF 2,00(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 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 402802.16, 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 } OF SLAB SUPPORTED T-9' O!C MAX. SEE PLAN FOR WWII SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS Bxe W7.4xW1.40VER GENERAL 3 12' 6 MIL VAPOR COMPACTEDFILL BARRIER FOOTING LEG EACH WAY, PROVIDE CORNER BAR S SAME SIZE QUANTITY AS B ScD7HEDUN30E MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG TE-1 8" SEE PLAN 10" - ( )#Fs FM-12112 12, CONTINUOUS 12' - (2) #5's FM-12x18 12, CONTINUOUS 18" - (2)#S. 7M71918 12' CONTINUOUS 18' - (2)#5's VARIES F-24x24 24" 24" 12, (2)#6% (2)#5's FOUNDATION PLAN SCALE: 1/4" = V-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.ebdeslgngro up.00m AA #: 0003325 W d ro IL ISVHDIV. & LO ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 MODEIs 4EBB "1828-CALI" GARAGE OWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C I O2/08/22wTE:cALM.- 1/4"=1'-0" MEET S1 MIN EACH WAY MONOLITHIC FOOTING t STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND — �.�•� u v •gyp_ • z CELL SEE PLAN FOR SIZE AND S SPACING REQUIREMENTS d a SPACING REQUIREMENTS I •t' > ]J�` In�. .. 1 • *�— . "r;�_ . 11 �j , GARAGE DOOR RECESS • .• F � FM 8" CMU WALL b �, 8" CMU WALL I I CORNER BARS, SAME SIZE AS LARGER BAR IN FOUNDATION WITH 3d' LEG EACH b b z +0'-0" 1 _ ._ 0• - TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... • SO THAT THE STEEL REINF. IS CONTINUOUS TOP OF;LAB • MATCH AMOUNT OF CONTINUOUS BARS I • �I•I URB FOR ^'. SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA • 1 A Eg ,, SEE SLAB SCHEDULE TOP OF GARAGE �' I I"` CONTINUOUS STEEL MONOLITHIC MASONRY N UNITS SET EXT. PORCH SLAB 4" CHAMFER (1STORY) W/ 1/2' ISOLATION ° _ 6" CHAMFER (2-STORY) EXT. PORCH SLAB W/ 1/2" ISOLATION Il., 4" CHAMFER 1-STORY ( ) FOOTING REINFORCEMENT SEE SCHEDULE > >ro• AT ELEV: JOINT (WHERE ♦ • #4 24• APPLICABLE) SEE SCHEIXAE 2 #5 3d' JOINT (WHERE,' �ji APPLICABLE) 4' 6" CHAMFER (2-STORY) SEE 6C WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR BAR SIZE 36' Z BAR SIZE FIX2Wm, BAR 6IZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST BAR ti AM BAR QUANTIIY h AM BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 2 GARAGE SCALE:3W=V-01 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3W=1'-d' (1) #5 REBAR VERTICALLY W/CONC. POURED CELL 8" CMU 8y�y m 7 #4 REBAR 024" O.C. 0 CENTER OF LAP TOP PLATE A MIN. OF 48" SLAB AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN O W .O� I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING I WALL W/ SYP — �{ NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ ° 4^ 2" CAPPED H y SECURED W/ 2-PART EPDXY. MIN. EMBED I SPACING. SINGLE BTM. PLATE 1/7'x9" WEDGE ANCHOR W/2' O BE PT. PROVIDE DBL. TOP TWASHER SET IN HIGH STRENGTH CONC., REINF. W/ GALVANIZED PIPE 5 8", UNO PLATE EPDXY XY 5-1/2" EMBED. MIN. (t8 18" OC "x6" #10 WAN ON I • W/FLANGE BASE ¢ p FOLLOW ALL IMF. FOR SIMPSON SPH4 OR SPH6 AX . -MIL POLY ETHYLENE ,� USECANDCATIONS ( BTM AND TOP PLATE VAPOR BARRIER ON 1'a WELL • II 4 PREPARATION OF 9 ANCHORS W/ 10d x 1 1/7 _ -COMPACTED i CLEAN FILL TERMITE Y r HOLE. COMMON NAILS FILL ALL HOLES, DO NOT USE 10d TREATMENT SHALL BE SORA-CARE SECURE FLANGE TO 3.. � SEE SLAB SCHEDULE ESLABVW(4)1/4"X21/4' TAPCONS °� QQQO • 0'-0" If (2)t ONT. #4 REBAR Y' a TOP OF SLAB i 4" CHAMFER (1STORY) ", (2) #5 REBAR ON CHAIRS •• < 6" CHAMFER (2-STORY) a ��•. a 12" MIN. DEPTH INTO COOP PST VIRGIN 6011 OR 95%• t . �.• VIRGIN OR ENGINEERED SOIL ! COMPACTED SOIL SLAB HEIGHT LESS THAN 3'8" 25 PER PLAN EQ. EQ' SEE SCHE_ EXTERIOR MONO DEEP ADDING BAR TO RSIZE AMBAR BAI'lTm AM�°"A"`m FOOTING W/ BLOCK WALL BOLLARD MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL 1A � � SCALE: 3/4"=1'-d' SCALE: 3l4"=1'-d' SCALE: 3/4"=1'-d' SCALE: 3/4"=1'-0" (W/ UPLIFT} LAP TOP PLATE A MIN, OF 48" AND NAIL W/ i6d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAPTOP PLATE A MIN. OF 48' STEEL REINFORCING IN GROUTED LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE z 2 PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO SLAB W/1 Od MASONRY PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO SLAB W/1 Od MASONRY NAIL 4 NAIL 12" O/C STAGGERED. PROVIDE DBL. TOP PLATE 12" O/C STAGGERED. 9 ADDITIONAL METAL ADDITIONAL METAL g CONNECTORS CONNECTORS NOT 8" CMU WALL REQUIRED WHEN NO REQUIRED WHEN NO POURED LINTEL CONT. (TYP.) UPLIFT IS PRESENT. UPLIFT IS PRESENT. �-0'-0" 8" CMU FILLED CELL (TYP.) �r•-' �• b I•'/��+--.�--.—. TOP OF SLAB SLAB SCHEDULE WALL FRAMING [SEE SEE SLAB SCHEDULE / - i SEE SLAB SCHEDULE 1/2" DIA. SIMPSON ST02 BOLTS 5" /2 TOP OF SLAB,.; e .-0'-0" z - MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND 7... a . TOP OF SLAB .'a• z "ISOLATED" COLUMN PAD a Y,_ ,_� a . b .-• CENTERED UNDER WALLAND 18" O.C. VERTICALLY MAX • • . a J • •-a POURED MONOLITHICALLYWITH a .� --- FOUNDATION AND SLAB a•� •ram SEE &CHEQUE I SEE 6CHE"Y• C FOR 1Mm, BAR SIZE FOR W BAR SIZE ./ AM BAR QUANTITY EQ. Ea. SEE&CHEQUE AMBARQUANTIW ,•(L FIX2 Wd), BAR SRE AM MR QUANTITY �T COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO I�INTERIOR CURB FOUNDATION WOOD WALL INTERIOR FOUNDATION 9 SCALE:3/4"=r-d' WOOD WALL (NO UPLIFT 4A FOOTING AND COL. PAD I V SCALE:3/4"=1'-d' 1 BLOCK WALL CONNECTION 1 SCALE:34"=1'-d' scALE:34"=r-a' (NO UPLIFT 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.BbdaiBn®'o up.com AA #: 0003325 W F 7' LIL 9 F-summ ac troT: ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROMCTai 04181.04B-11131 aaoasZA 4EBB "1828-CALI" GARAGX BvsNa: LEFT PAGN: DETAILS 160 MPH EXP. C RCMD A MWUMWM L AR NO 9a723 A PRINT awTM 02/08/22 NCA=: 1/4"=1'-0" sHasr S1.1A DOWEL PLAN SCALE: 1/4• = 1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosWngroup.com L AA N: 0003325 A O � a aMill SVSDIV, do LOT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT' 04181.04B-11131 MODEL: 4EBB "1828-CALI" GAICAGE SM/ING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DAM 02/08/22 SCA=: 1/4"=V-0" situ= ► 1. 2 TIE VERTICAL RESAR TO HORIZONTAL �-R--TE ESAR W/ 10' HOCK DBOND BEAM VARIES PER ELEV. a q:. N g CLEAN OUT REQUIRED a FOR INSPECTION S ff 0'-C' FIN. FLR. .p '•' - TIE VERTICAL RESAR ..q .. ,.. '. •q _! , TO HORIZONTAL REBAR W/ 1IT HOOK �L BAR SIZE 148 BAR DIA #3 18" #4 24" #5 30' #6 38 HORIZONTAUVERTICAL 0_ REINFORCING SCALE: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS >a a w m e" CMU WALL TOP 01 SLA8 q' TOP OF SLAB EXT. PORCH SLAB SEE SLAB SCHEDULE 4" CHAMFER (1STORY) BAR SIZE 48 BAR DIA h W/ 1/2" ISOLATION 6" CHAMFER (2STORY) #3 18" 4 JOINT (WHERE ♦ #4 24" APPLICABLE) z MATCH STEEL #5 30' 6" PVC CHASE B N REINFORCEMENT 30. _ THRU FOOTING SCHEDULE PER SCHEDULE #T q2 6" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEOLLE REINFORCEMENT FaR w,m, SAR SIZE PER SCHEDULE ANDS WANTITV PVC CHASE THRU FOOTING 4 SCALE:-'=,'-0' #5 BARS FUR, CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-7743078 www.ebdes4Mmup.wm AA #: 0003325 •j i O a 3 i C BVHDIV. & LOT. ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 >lsoaSL: 4EBB "1828-CALI" IQARAGZ 8WrNO* LEFT PADS: DETAILS 160 MPH EXP. FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 VW (9)10d x 1 12" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW] T.O.S.=TOPO BEAM/ ONTEL/TO.A=TOP OF ARCH/T.O.S=TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.ES. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION fc (psi) SIZE WxH REINFORCEMEM STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8.8 (1)#5 NIA GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES ;SF16 MIN. -I TAM/18 IT-4 BTM. OF LINTEL @ T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.ebdesigngroup.00m AA M: 0003325 1 aveaiv eo t�oT ABBOTT PARK LOT ##11 BLK ##13 PHASE 4B PROJECT# 04181.04B-11131 acoaaIA 4EBB f11828-CALI" GARAGE AMINO: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH E . C 3 1 PRINT awTM 02/08/22 SCP.=: 1/4"=1'-0" sataaT s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 16' HOOK — 3P 1YPIGL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-6' NOTES TO THE INSPECTOR/CONTRACTOR i. 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 PLACE STEEL HEIGHT. REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. °eP /S. 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. 8. LING COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16DEEP. • • �gA Od' F=FILLED W/GROUT U = UNFILLED NOMINAL # OF #5'S, IN 2ND BOND WIDTH BEAM COURSE s' N NOMINAL e HEIGHT # OF #5'S, TOP � IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THATXFXX- 1T11MAB INDICATES A DOUBLE BOND BEAM #OF #S'S, BOTTOM AND XFXX-1T,OMNB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX -1T/1 MMB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW —1 F PRE -CAST •31f9" WINDOW 4. SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0" BOND BEAM 1#5 TYP. 8"xi6' b BOND BEAM W__i#5 �F---A` 8x16 DSL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE Bx8 BOND BEAM OF W/(1)#5 BAR ..�; BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL SEE NOTE 5 BxB PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-2' BEAM DESIGNATION OR Bx8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Li) REFER TO PLAN FOR LOCATIONS ..,o . PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND IS..O.C. MAX. MIN 1-1/4" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1rl2d4PER NG 1/4") 8" FROM EACH ENO ANDSHE W/ 18'. O.C. MAX. MIN 1-114'D EMBEDMENT 6" OSB SHEATHING U WALL ARCHWAY FRAMING DETAILS 5 I — SINGLE #5 CORNER BAR, 3000 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND.BEAM CHANGE CHANGE IN aaELEVATION OF BOND BEAM SCALE: 314"=1' 0' 1 4, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigagroup.mm AA #: 0003325 O F IP UDDIV. & LOT:ABBOTT PARK LOT #11 BLK #13 PHASE 4B ROJECT# 04181.04B-11131 "ODEL: 4EBB "1828—CALI" GARAGE SWING: LEFT 1 PAGE: DETAILS 160 MPH EXP. C L \ Mi NO 93723 j DA 02/08/22 SCALE: 1/4"=1'-0" s!'IEET s2.1.A. "LOTT'S CONCRETE" / "CAST-CRETE" / "QUALITY" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL LOADS FOR SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD -POUNDS PER LINEAR FOOT SAFE LOADPLF SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 88-M A tr ITM IT Ir TYPE LENGTH M PLAIN 818 SOLID TYPE LENGTH 1IT 1 1T MD -IT L24-IT 6r�1T &MAT am-1s o-lTn ITn 1Tns tins •1Tn &S-2T 6n8,2r 8204T 624.2T s128-ZT 8132-2T 3' 6' PRECAST 1438 9R 3114 4217 6321 6426 7651 3'4PRECAST 889 1024 3'�' PRECAST 15N 3624 4394 am 6132 70D1 2406 6113 ems 77M 9031 I0000 1560 3624 4394 5263 6132 7001 4'-0' PRECAST 1066 700 2305 3125 3646 4785 sse7 4'-W PRECAST 514 763 4'-W PRECAST 1363 3080 3815 4RO 5329 0079 1981 6113 7192 em 7827 $751 1363 3OW 3615 4570 S82S 6079 4'-W PRECAST 819 683 1770 240D 3033 300 4900 4'-6" PRECAST 398 591 4'•6' PRECAST 1207 2W2 3375 4043 4711 5379 100 6743 7547 6762 W41 7585 1207 2707 33T5 493 4711 M79 514, PRECAST 931 1247 1999 250D 3123 3866 4249 PRECAST 411 411 5'-4' PRECAST 1016 low2374 2044 3513 4064 1319 4400 7198 7342 5780 am 1016 1016 2270 28M 33M 3061 4084 5'-10' PRECAST 817 1024 1631 2090 2549 3009 3470 SAW PRECAST 340 339 5'-10' PRECAST 909 1409 1071 2443 2015 3387 It87 3O9s 6877 e038 e548 5776 IN 2m 2593 3107 320 4133 8'$' PRECAST 892 7130 322T 3031 3707 4698 383 5001 8$° PRECAST 410 721 8-8' PRECAST am 12DI 1678 1955 2332 2706 1139 3227 4 7064 10D00 BUS 896 1898 2329 27M 3261 3712 7'$' PRECAST 570 an 2498 22D5 20M 3191 3685 T-8" PRECAST 303 534 T-6' PRECAST 716 OW1181 1462 1743 2025 938 2498 3400 4854 TOOT 6472 727 1824 2025 2428 2827 3228 V-4' PRECAST 428 833 1S03 22D4 2481 2018 2621 9'4' PRECAST 192 384 9'-4' PRECAST 464 6" 787 948 1129 1310 ON 1874 229s 3061 4099 4699 572 Isis 1643 I9a 2164 2510 10'-w PRECAST 388 487 1247 1797 1904 2183 2D28 10' 8' PRECAST 151 301 10'$' PRECAST 368 468 612 755 an 1042 No 1407 1897 2781 3222 3784 604 1180 1472 1783 1710 190 11'-4' PRECAST 330 644 1312 1742 n52 29M 3880 1 T4' PRECAST 132 417 11'-4" PRECAST 43D 406 590 663 7n $72 544 1312 1742 2252 2868 3662 406 1042 1372 160 1470 1710 12-0' PRECAST 308 607 1210 1508 2D46 2586 3191 12'-0' PRECAST 111 370 12-0' PRECAST SOS 366 476 w B98 783 607 1210 1696 2048 2586 3771 440 940 7300 t660 7814 1478 IY-4' PRECAST 270 433 IOU 1305 1732 2167 25M 13'-4' PRECAST 82 298 13'-4" PRECAST 308 303 303 484 676 645 414 1046 13e6 1732 28t8 spy E8 780 1057 1312 1071 1203 14'-0' PRECAST 254 908 978 1272 1606 ION 2279 14' 0' PRECAST 71 293 14' 0' PRECAST 279 278 30D 443 626 ON_ m 978 1272 Iwo 1950 23e9 378 717 981 1192 075 1133 14'-W PRESTRESSED N.R. NR NR NR NR NR NR PRESTRESSED N.R. 283 14'-W PRESTRESSED 230 422 am s26 748 685 4SO 1079 1420 1824 22" 2712 246 B83 960 1237 1474 1716 lv-v PRESTRESSED N.R. NR NR NR NR NR NR 15 4' PRESTRESSED N.R. 252 15'4" PRESTRESSED 224 387 464 574 684 T93 412 1014 1340 1703 2118 2513 230 818 908 1134 1353 1672 1T�' PRESTRESSED N.R NR NR NR NR NR NR 1T�' PRESTRESSED N.R. 183 1T-4' PRESTRESSED I87 328 385 451 587 600 300 856 1121 1413 1798 2047 192 506 7m sot 1135 1312 19'�' PRESTRESSED N.R. NR NR NR NR NR NR 19�1' PRESTRESSED N.R.148 19'�" PRESTRESSED 102 2O6 34B 430 613 595 2E MS 950 1200 1407 1718 IN 420 an am ON 1098 21'd' PRESTRESSED N.R. NR NR NR NR NR NR 21'4' PRESTRESSED N.R. 125 21'-4" PRESTRESSED 142 210 306 381 454 w NO 598 an 103s 7186 14M 142 373 537 690 Ws 943 2Z-V PRESTRESSED N.R. NR NR NR NR NR NR 2Z4r PRESTRESSED N.R. 116 2Z4r PRESTRESSED 137 220 290 350 428 497 IN 550 764 902 1203 1381 U7 355 613 e59 719 No 24!-W PRES112ES 0 N.R. NR NR NR NR NR NR 24'4)' PRESTRESSED N.R.- 91 24'-W PRESTRESSED 124 174 24S 302 380 418 129 450 1 054 $24 1014 t147 124 319 4S5 6e1 687 793 - 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 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www."bdenigngrouP.mm AA N: 0003325 d aysaly ag Loll: ABBOTT PARK LOT #11 BLK #13 PHASE 4B PIlOJECTa1 04181.04B-11131 awasrt 4EBB "1828-CALI" GwltwGs avrl>,Tc: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C i "I A ABOOCHACRA NO W723 DATjM 02/08/22 acALE: 1/4"=1'-0" allEET S2.2A 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 W/ (8) 10d x 1 1 /2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/7 HOG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE, CONNECTERS ARE TO BE GALVANIZED. 8. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE 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 PlIS38, .177" ° x 2 7/8" LONG, WITH WASHER (M 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. TRUSS MANUFACTURER! ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 20 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAYICOFFERED 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 FORALLTRUSSTO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJt b CJ3 CJ5 1A to 3.1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d N COMMON NAILS & SECURE TO BM. W! G SIMPSON LTA2 USED TO BRACE TOP OF WALL. 11�1 110 1_ 1 — .,�!FIT m 1 1 _ vti as 1 ' 1 1 1 . •• 1 1 1 _ �1 1 � 1 1 1 „ 1 - 00 F+nm c�► FRAMING PLAN SCALE: 1/4" = 1'-0" CJ1 CJ3 CJ5 0 k 0 m 1A 0 0 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX:407-774-4078 wwW.ebdesWngmup.com AA M: 0003325 tl � $ fl Zi pfi y�p( 8 C �5 aysa><v & LOT ABBOTT PARK LOT #11 BLK #13 PHASE 4B 04181.04B-11131 UODZI,A 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FRAMING PLAN %160 MPH EXP. DATM 02/08/22 aAa� sc#.Ix: 1/4"=V-0" wizen= s3 A-(i) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 ?NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) Cy{1) SIMPSON LGT2 GIRDER TIEDCAAN WITH (16) 1 Od x 3 �' NAILS TO GIRDER AND (2)SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 �' NAILS TO GIRDER ix2-2x WOOD FASCIA -� SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS ix2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFfWALL/FLOOR SHEATHING FASTENER SCHEDULE NOTE: APT SYP #27'x 4", 6", 8" x 4'-O" MAY BE ADDED W/ 1 Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) TYPICAL TRUSS/ 1a 1b 1c GIRDER CONNECTOR(S) SCALE: 3/4" T & G SUBFLOOR GLUEDAND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 518" GYPSUM BOARD OR 117' HIGH STRENGTH Cl-G. BOARD SECURE TRUSS TO TOP PLATE 1/(2) 16d TOENAILS DOUBLE TOP PLATE ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAI6 TRUSS ANCHOR WITH \ (9) 1 Od x 1?NAILS TO \ GIRDER. PROVIDES" MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR - Ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ix2 SECURED W/ 10d GALV. COMMON NAILS 12, O/C BEAM rvnr rnnvu SEE SCHEDULE PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" NOTE: APT SYP #22'x 4", 6", 8" x 4'-0" MAY BE ADDED W/ I Od NAILS, 2 ROWS, 3" O/C TO FACILITATE ONE ADDITIONAL PLY MAX TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. A -(I) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) a' x 5" TITEN HD TO CMU AND (12) SDS L' x 2 i TO GIRDER B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH (2)} x5"TITENHDTOCMUAND(18)SDS }'x 3" TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH (2)?'x 57ITEN HD TO CMU AND(18) SDS �'x3' SCREWS TO GIRDER (EACH TIEDOWN) ENSURE THAT CELLS ARE GROUTED SOLID, 8" EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF "' "' "' GIRDER CONNECTOR(S) SDALE:�4,.="° LSTA12 20 GAUGE W/ I Odx112 HOG NAILS @ EACH END. TOTAL OF 10 FLOOR GIRDER ITT4 W/SWA.B. WITH AIN. 7" EMBEDMENT TO SLAB & (18) 16d x 2X4 OR 2X6 WOOD BEARING 2-1/2" NAILS TO POST. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. SECURE BT. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 12" O/C STAGGERED. PROVIDE BLOCKING .4. ADDITIONALMETAL 12"GYP. WL. BD. CONNECTORSNOT�a' a < < REQUIRED WHEN NO '• ! e r v l . e� UPLIFT IS PRESENT. 4 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=1'-0" FLOOR TRUSS CONNECTION @ L.B.W. `* scALE:-1.11-11 ' (NO UPLIFT) OUTER 1/3OF SPAN ONLY BTM.- PLATE DEPTH 174•D —HOLE EDGE>W —HOLE DIAMETER < 2/5'D SGL. STUD STUD NOTCHING AND BORING LIMITS SCALE: 1 1/2'=141' EDGE>5/8" HOLE DIAMETER < 3/5'D DBL. STUD 6.-V MN( (W11x4) OR We hAM (,A=4) # 1100 UPLIFT SIMPSON - HTSM20 W11010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL # 1900 UPLIFT (2) SIMP80N HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �- TITEN 2 ANCHORS MIN. 2" COVER & 7'APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' 1x4 DIAGONAL BTM.CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES Ix4 BTM, CHORD BRACING 6-M O/C END WALL OR OTHER MAX., OR 2.4 BTM. CHORD BRACING END TYPE CONDITION, IF 10'-0'. O/C MAXSECURED W (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING V SCALE: 3l4"=1'•0' (2) 2X4 No.2 SYP DIAG 2.4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x PT. PLATE ( I ) "X" BRACE @ CENTER TO BLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 37. DC MAX PRE-ENG GA13LETRUSS SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8" STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECUREDW/ (2) 1 Od's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END 7E-ENG'D TRU PRSS scALE:34""`°' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TOTHE FOLLOWING i. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONGAS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fi, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS A A SCALE: 3l4"=1'-0' .i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.ebdeslgngroup.dom AA #: 0003325 A S �Cf F BUDDIV & LOT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PIROJECT# 04181.04B-11131 MODEla 4EBB "1828—CALI" GARAGE SIMNIM: LEFT PAGE: DETAILS 160 MPH EXP, C Air NO 90723 of IS3. TM 02/08/22 CALE: 1/4"=1'-0" HE= 1A NAIL SHEATHING TO LADDER EDGE PER SCHEDULE 2X4 CONT LADDER EDGE 2X4 LADDER AT 16"O/C W/(2) 18d NAILS 8" O/C TO TOP CHORD OF TRUSS (2) 2X4 No.2 SYP DIAG. BRACE W/ (3)12d @ EA TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0" TO 30'-0" (1)'W BRACE 2X SUB -BAND 30'-i" TO 60'-0 (3) W' BRACE PRE-ENG GABLE TRUSS - (1)"X"BRACE @CENTER STIFFBACK AT ALL (2) "X" BRACE DIVIDED EQUALLY UPRIGHTS OVER 4'-10' HIGH FROM CENTER TO END. (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE --� "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. ix2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED W/(3)16d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES @ 24"O/C, Ix2 SECURED W/10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12, O/C AND APPROVAL SECURED W/ (2) 12d's @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=1'-U' VTCR SPACING (1)AT EA( AND W-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D NA30D SHEATHING SEAMS) (BLOCKING ���TRUSS (TYP) O 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD -� BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/2" WASHER SET IN HIGH j, STRENGTH EPDXY 6" MIN, EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC, POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=17 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W .ebdesWngroup.eom AA #: 0003325 F I)7. C a a SVHDIV. & L0151 ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 moDZZA 4EBB "1828-CALI" GARAGX AWING: LEFT PAGM DETAILS 160 MPH EXP. C .J .AS.-S. f-" ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52,70 PSF (62.70) ZONES = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (70.50) ZONE 3e = 69. 80 PSF (79.80) ZONE 2n = 69.80 PSF (79.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79SO) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT: -A 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 19/32' STRUCTURAL SHEATHING EXP 1 (40120), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32" STRUCTURAL SHEATHING EXP 1 (4020).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS @ 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR .gHF:ATI-IINC.' FASTENER SCHEDULE SIZE HEAD LENGTH DIA TENSILE STIR. SHANK ASTM 10d RINGSHANK 21IZ' OA31 F1667 SC EW SHANK 170,000 RING T6-20 RINGS IT RSRS-03 ed RING 2 3/8' 0.113 F7887 F16V W SHANK SCREW SHANK PER INCH) 8d RING SHANK PNEUMATIC 2 3/8" 0,113 F1667 SCREW -NAILS RSRS-01 EXTERIOR SHEATHING USE 1 /2" COX OR 7/16" O. S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' C C. TOP 8 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. ROOF 8FEA7HN0 ATTACHEMWr BPACCiC4 ZONE t: 1Od NAILS C 4" O.C. ON EDGE AND IS' O.C. IN FIELD ZONE 2e, 2n, 2r 10d NAILS @ 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3f: 10d NAILS 0 4" O.C. ON EDGE AND 4" O.C. IN FIELD NOTE: ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 Sd nINO SHANK GLN NNIB 04.0,C. TOP 8 BOTTOM EIX.C.4 6 a o B 2 zLL. w z O z O IN YP. EXT SHEATHI KAHItK( IKUbJ ROOF SHEATHING m w0I I U BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING NOTE: GABLES -DROP GABLE END & (1) ADDL DROPPED TRUSS 2.4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING 16"O.C, IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING tR 16" O.C. FIRST 4 BAYS W/ (2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE 10d RING SHANK GUN NAILS SEE "ROOF SHEATHINGATTACHMENr TADLE FOR FIELD SPACING �#B 2" DECK SCREWS 0 6"-6" O.C. MAX EDGES 8 12" O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYR 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2020, 7th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, TMS 402/602-16 AM] SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2016, ASCE 7-16 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WMERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE SHALL CONTRACTOR SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION C L Q REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED 64 CONCRETE SHALL CONFORM TO ASTM C331C33M. MAXIMJM AGGREGATE SIZE SH A L BE 3/4', WOOD: PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NONBEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI ANDA MODULUS OF EMB PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL S.PBS-0NGROLMA Vd6EIH11CATE0 ON YLESEALEDVAPOR ELASTICITY = 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED S INCHES IARRIER PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE W TH AG 347 LATEST W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITIOWRECOMMENDED PRACTICE FOR CONCRETE FORM4WORK. CONTAINS MORE THAN IN OF HEARTWOOD EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2020, AT EDITION. SEE RAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND HOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES, WELDED WRE MESH, SHALL BE ASTM AT 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE WOOD TRUSSES: ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SRALL TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR BE SUPPORTED WITH 2" CHAIRS SPACED T-0- OC EACH WAY, 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 DRAW NGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR OF TH CONTRACT ONLY VERIFY REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615A615M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: All 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 METALRLATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' AND 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 ROOF' LIVE LOAD FLOOR: LIVE LOAD 40 psf REVIEW/' WOOD TRUSSES. 20 pst TOP CHORD nanconcumnt NP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - " #8 BAR - 10 psf BTM CHORD+l on-cunent P 3042 #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36'x 36° CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI/ASCE 7 88: 1990, 15 pN TOP CHORD 20 psf TOP CHORD (7 psf Vd ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 psf BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGHED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL, STAIRS LIVE LOAD 40 psf 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 WIND: DEAD LOAD SPEED R2020 MPH SU SECOND GUST (ASCE 7-18 (FBC R2020) EXPOSURE C, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WMEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNI NHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 2Dps1HABITABLE ATTICS AND ATTICS SERVED WITH 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' 40psf, GUARDS AND HANDRAILS: 200psf, GUARD INFILL COMPONENTS: 50psf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: MASONRY: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA 40psf 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 T E T E RESPONSIBILITY OF THE CONTRACTOR TO E DOCUMENTS STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE ]BUSS AND GIRDER REACTIONS . 1 SHALL B H E COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE WO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE fm = 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WHO LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAW NGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAVi1P MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CONTRACT DOCUMENTS)ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-478, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPEOFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM SIT' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED WI A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW SITE PREPARATION' TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PM, FOOTING UNDER AREMG270. JOINTS PROPORTIONED AND MIXEDSS NOTRUSI EXCAVATIONS AND SLAB SUB -GRADE SHALL, COMPACTED A DRY DENSITY OF AT LEAST THE OTHERWISE MORTARTHAT EXTEND SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS TWAT EXTEND INTO PROTRUSIONS A 7. THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL D CELLS TO BE FILLED, SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCHOR 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 RECOMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36/A36M FY =36 kW FOR ANGLES PLATES AND WSHAPES. STRUCTURAL. TUBING SHALL BE ASTM A600/ASOOM GRADE B F = 48 STRUCTURAL PIPE SHALL GRADE B TYPE E OR S. F = Y Y 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE D IN SHOP. 3S ksi TUBE AND PIPE COLUMNS SHALL DE CONCRETE FILLED IN THE SHOP. S 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRKMTO OTHER BOLTS SHALL BE ASTM F3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5P.1-PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-THNJUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94/C94M OR MEASURING, MIXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC, CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT WALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REWSHWLLBEASFO.LOW5: A 3PFOR CONCRETE CAST AGAINST AND PERMANEWLYEXPOSEDTO EARTH(FOUNDATION% B FOR CONCRETE EXPOSED TO EARTH ANDIORWFATHER l42PFOR #5 AND SWLLER 2PFOR 06 MID LARGER C. FOR CONCRETE NOT E1)PO15EDTOWEATHER 314. FOR SLABS, WALLS AND JOISTS 1.12PFOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER EDGS u.ExT. aoaws °'c cye°w EMEEo.,rEwasr., v pCONTACT ExvnNSKx�ear rO.t(ur oNl a'EooE asT. THIS ENGINEER FOR SPACING REQUIREMENTS Cosa Pt 4 EEa3E a9T. NOIEf 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 wwwabdesigngroup.com AA N: 0003325 A ail- IM C ;Qjzl 6 mmmV svHDIV & LO ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-111 1 •[CDEii 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH E C I II 02/O8/22 ATEM. =AL1/4"=1'-0" SEC= sNI IF �]� (`, rK(�A•YC(�AN LTD�T 7�T� • 11� L SOi' � I4 � " SOLID AND - rE1� ,MI) AT NAIL TEN STRIP ANCHOR �jj� /'� �F �1 TR SSIJOI EACH WITH SINGLE SPANS LOCATIO N NO RAFTER LOCATION NOT TO Ew EXCEED 24' O.C. INTO INSTALLATION ANCHORAGE DETAILS FRAMING RUSSIJOIST,RAFTER BV OTHER T rruFAoplc*Nv "wrmfo+roowwNoroccNn..wramf cw]ae uawinraeiw,A AT- -.. -AT ocen I-*NeuAlaoocn Wsae 1ea*m �. ]OA;WIFRRa, eTauc,"w iLR eE81yr44A4EQgNe{,y{fy,• ]vFJ,L xmFDYv,.eAfROWFD n Tr@ RVAOega00[. 1• OFIFMMf1PAR>MI FAreN8M10rx f,N:r ARiMroON.F Ar F a1PMb xenne T,cemaoucrPfrAie aorrrwuo:crAlAAcewcaurar,Tnnru R@FWMAPAr NxapAacN,EGNMC �'WOVSris B+"5.,�•IOIWN ..1 pAµ WKK.PAIJN, A ApCWFiC+C;@Lf4i,MP4MVLiVIM4Q9aC?fTF.IM:.Nm'Nq �Pr wrN calf f we rice A,t+arorcNr "p6mA» ron mf mrpF•.w�uw°: i�gi�noP°,<r�sro or x+asrumwnro nPY@rAVFrVef Ap N,NB RY p WN AAGN1•FTOA LNOlSE0.P N}iP� ryAr,lL T. bfidlKr.PN�NOe�GMiloa"WECie�irV�l wrWUaWE AN four m1,T4.RNMer FbArlwPfPFUFr",6wv,ofre^n DFSIGN PREHM ( ) RATING At 10- SPAN (NO 2) vrYH mFFW {rwaVOWALIATIONVITkOD IR M9T621 HNN9TL11 Ie4PW6RALAd 01I,11H Y 1MI[ • eqn rAid / f-OwR -I/-aff WA WA / wawNe •ei>l-tl ap .V ai Olff {RO {erWr-NYxl6 tY 114r,{ • r1AH-o-w,1 F' / r•awert .x,>/.x> AT. A1e M0. 0rII tL@li 90N11 �..-Clw4gf t A-NMNNt •Mt/-@k> r,q - r,M r' / Jdx,IR rM.)/-W A» A. »• llxl[ • Nel-O-WIT KO Aa 00{! KNTCD fOFrN �_gFx19 / A-o,a4e1 wa>J-4P AIe AN ame a @x1o, rArapAM AATRm ourr(r�x) ym,�u asx �ey61r@",@10� �p� rra�m ax w.e HV�4Ortr Ai�a M 000[ eYl OYMOr A M Odat MILmrICrW we wo vms ,Ns rorcr gq��rNrilf@ !t W rP iMf „xC x is MT f ry Tarr rNRHW AT ,0'. ,Y. ,•• Ar x•. RQ a¢rt a NN • rae rac >ir encavuNN ra@ riU6/1Wm rWrO WaifrU xD N@MWIO rK aba;BlxICN FR ffEr @ rOM Ma611d OPr1A FASCIA WOOD BOARD BY OTHERS ® TRIM NAIL INSTALLED THROUGH FASCIA 016° O.C. MAX STAPLES INSTALLEDTHHANNELITANDBATTEN 11J-CHANNELATNAILO 1441 N. RONALD REAGAN BLVD. STAPLESINSTALLED OFFIT O HEM AND IN VALLEYS *.CHANNEL LONGWOOD, FL 32750 THRU SOFFIT AT NAiIHEM 407-774-40 8 AND IN VALLEYS FAX: 407.7744078 AX STAPLES INSTALLED®OFFIT iO Www.36desIgngroup.mm z�1.r O.C. MAX ONTODETAIL B FASCIA J-CHANNEL © AE�1°OOD) IN J-CHANNELs AA M: 0003325 oT J CHANNEL MAX FASCIA ® BATTEN STRIP ANCHOR s,wa rm„In„-NrFe1A1✓x - - - - - - DETAILA 2X2WOODBATTEN ® 1Od NAILATEACH a ea*At]AilwrRpmANPK,FGP�NSeu4,A{wmKArom. TAPLESINSTALLED O TRUSSMOIST/RAFTER *>«rz @r . w,@rA eNNOAPwaxminx FASCIA THRU SOFFIT AND LOCATION NOT TO RUBS/JOIST/RAFTER aoAzuNe mmulNle ,rmnarrN:rlrxW LNc4lf carN BY OTHER fy6pM0e e� gpNryTlµ,yplMC@pptMC pPN.q,1mAtE{e J CHANNEL AT NAIL HEM EXCEED 24' O.C. INTO FRAMING 1. 44ACC "T XE 1Era 19CiNIRpIYNfOMWNq AND IN VALLEYS trsreNNo eruutnrereucawe@e,"xcF.at At8X3"WOOD SCREW OR AePNTfAmAAaw»cr APPING SCREW, ouAearfwrw o' THRUSSTAPLESINSTAND NSTALLATBATTENATTCHME T a niEnnnwsuoxoca e.K KF "ramAT FASTENER SPACED 24° THHANNELRANO EMS, FASTENER SPACED 2C s_ mWFFIr Iur rAx AUAfRAecomA,cewrarNF YZJ"tFr m1,Yxa O 1S2' C. MAX ONTO D ® M . O.C. HEM AND M VALLEYS EMS, MAX O C. +rN F�f lw f wpp wn yN NwaN x rac •rrNovzo ra nr WOOD) IN J-CHANNEL TAPLES INSTALLED _.._. SLOT OR T-NAIL9012 - n,vo wnnn nerrnu 120C. MA%IINTO w. wreArN4: IWI. MYCwNOVLONW FAOOWm rMRbD,F,TNomIN RraaAcruxoraalAwwiAArm.rc%wucxwuw Akf±EAf*Na xACI.uA»aNba rNNAn tWd. M%GNIIVLpN'AOOVCTBAWM!aN?WMIi NNFX'A<NRPJM194 ygri4NrAuar-A-1A11WePTCY1rEf1Pe,GMorn All, P8rKN0M o1ANMe ggT 1 f ; TABLE CONTENT Om>IlOi AO{Ma Erl6. F6PP01a,Nwf Ae1R"; 'apm fCMFpAc ANrAArx Nano NN n M1N0a u w>tio a mvN x{rA,aleN rwa awleaAm mN4fAx@a@ , ­5OFFIT 1 V.._..____... _.. O.C. MAX (INTO (7i WOOD) IN J-CHANNEL CONCRETEMASONRY) ® WOOD BATTEN ® VJi`J SLOT OR T-NAIL 012' J-CHANNEL OSOFFIT CONCRE.(INTO NRV) Mom' NSTALLATION SCREW, ®J-CHANNEL AJarAlzuaa @enaa. orerf rdrNlr,cuon DETAIL STAPLESINBTALLED BATTENATTCHMENT ® kM_ O FASTENER SPACED 24" 0 w18VAWr fegAi + WR1dwx @ THRU SOFFITAND J-CHANNEL WAX o C W. _ - -- C"IFFR_ Y..no FANaEs .r J-CHANNEL AT NAIL. FASCIA HEM AND IN VALLEYS STAPLES INSTALLED® DETAIL C r c v.D) IN J- tin I v `CONCRETE(CMU OR SLOT OD) IN J-CHANNEL J-CHANNEL DP RATINGS AT VARIOUS SPANS 0 BLOT MAX.T-NAL�12 WOOD(NOTE 1) SOFFIT O.C. A(INTO IrTAturpN,RgEg;---"^^^- '-'-'-"----^^-""--'---'---'-'- ®J-CHANNEL CONCRETEIMASONRY) DESIGN PRESSURE IPSF) AT VARIOUS SINGLE SPAN LENGTNS 1, EAVLWRTN51gPNN1 "MAX COOD(NO E1) OR 1 1.1, XEr8rKU91grCA0@B SECigNe BNpVN6NEYifiTS]AHD•aMer erNLf �4f040/ EE-/1rAF1fW.0-YNlTr0/M0.0erVEM1®SOi WOOD (NOTE i) sFraFCREAtiCONB11WCrpNf)f rfaurA000fMMW01NfRNEA imtl. SeA+ N� flnpefLNr'�TO° MINIMUM SPRUCE -PINE -FIR CANTLEYER0A 0JEN1N1000NrprWICNi. 140ftNEK TN} OOE8110T UWIT 9RMIaAT11lYf Frlo•. 11ATpM P{TARIATNWI, {rilx N.�6.. DETAIL FRAMING OR CONCRETE/MASONRY. BOILING CODE REQUIREMENTS FOR Fr xsruuruN Tc rNESE coxuuAAnoNsax.r AswaoAa trLAr N'A)d-f- t _ Le,ATal-L_ >L SUBSTRATE MATERIAL MUST BE MET. iA}Tllgncat>yrl@IEFn Alm irnNLwniAft fwr�rA@u. �'-m" sac«oiE r6.J _w.f M @ic«oaE FiJ _sno J-CHANNEL 11. BECTAAC 9N TIq AMfiT rq, BPM; OF 10-. V'. 12 P'. U•ANC IF. AaC .1 1 ea0 AaC 6a> f0.P v aaC«DLF -S6 +StJ M {LC«PA, 35.6 .310 1 IN6TN:ARON FASTE8EP5 aC %6 . -.50.0 - - All Y,.6 -�TOe- eiC C S,t <9.6 LLC«0af Moll >] W 2AL FABTEIlfR6}NAiL fC,NL1YPL 612E LMFE. MEAT MW ED7E DIFtNIGL .9�7Nee }a3 E},r} @.AyF@{fQ,{E¢SRGTNE@Vb}rINiE. }EL FA}TENER.6CNEDVIL,A6:E 0NTN} LC._ SL3 a7t _C.0 .11. eaC P6E 4Ja 4aE @aC C _ 4J6 -•E9 fi :2 NFMW EA6E9VLNTFATLWE WN4FpeSlg41FC4y0IM0W NOT 1-4D TO u iC 4>.6 _q.9 " Aat Aib 4i_9 O *`v;Cf3.f0W.ORICYr6MECR 1N0 aN8NP#{OF.E PMTANGFA rNH pE eV4'N T4 N eaC «OaE 41.J -N.6 C to eaC 0ac ,Li 3]6 REH4NTNE GR•LItW0OF 8UB@iMTE184TEPoK. ALC At> -P.5 a@C 1.1 3>@ �" .. 4,....,.....^..-. -. ... FASTENiA IEtWheeNOWN xTXE.,VS>KdTIONiETAAe DDNOL lA4 xTO iyi@ A(GpyAT WALLfINNKA WALL FIN16N fI,IGVlaiiiNYl R:AWEP 1p THE O WEpJPEfJ FA4Tp{W lEN0ia5.eEEfA}1fNFReCNi7ei[iANi ON INS r,EE f. 3Y TYxf4FYlLpVr1T /N0.aR}VFNTm56NlT� � R cOrAA»rFNB$MKI•AVF EOPnPpMM WFb»rrT(alAlrMCe;1Ar MI.OF.OF fM/1f0eA ��]� 3 MRO@10r fff818r TwrEli4@COYPATIYF AIfNTE m TAATE WATEIWIB. x -t. L6TiAT] F ..,r.. N.- TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION {iC«0ac .7 Xl Aac rat -bbr PAWL' SPAN'L AVE WIDTH EAVE WIDTH FASTENER SCHEDULE aaer avao . - /1-T+w M NNfIMr ' V.. mrY OrnG • Nfep 1-N•• W' IEBWN N r r m NofP 7cfaW a M . r m 1wrxA saa. r@fo 1-,fY a/@' 9. x rA 2-1/4- ,/]- ,: ffIWT q E,aNa r1 fe r]dIID Y Alr{� arFfaMN IYe{eNiL xlo vn@AWN 4Wr@xE N fNlmOa Np .aa OVe, Ma A c 8Se -a tia es;«oaE 6i} .«s (ROOF (ROOF _ /dc.�_ 521 3i.i x _ea<«oaF Ore �@s OVERHANG) OVERHANG) ALf AJ.6 F +1>.f N eac«oaF 4t> _ -fi4 Apt ai> t. +t_r_ CONCRETE; CMU OR WOOD (NOTE:') CONCRETE; SOFFIT OFFIT CMU OR WOOD SEE DETAIL'A' SEE DETAll F. SEE DETAIL'D'J SEE DETAIL'E' (NOTE:') EAVE CROSS-SECTION EAVE CROSS-SECTION SINGLE SPAN W/J-CHANNEL SINGLE SPAN W/J-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END J-CHANNEL 0 WALL AND FASCIA END R0.09 .79 .165 0 1g B. 6 l.49" pP4_ L-1.54---J 2 - 1/2" J-CHANNEL/TRIM 1 VINYL (No. 1100) 25T-1 r0022 LIB F C R IQVHDIV. de witil ABBOTT PARK LOT #11 BLK #13 PHASE 4B PItOJECTLY 04181.04B-11131 IAODELt 4EBB "1828-CALI" GARAGE EWING: LEFT PAGE: SOFFIT DETAILS 160 MPH E C - 1-- - T, JW 4" FASCIA tfO SMOOTH ALUMINUM VINYL SOFFIT AND TRIM SCHEDULE VINYL SOFFO J•CHANNEL FASCIA BERES 12• TRIPLE 4 SOUD NO. 0623 SOUD SOFFIT 12- TRIPLE 4 FIAL-O-VEER r/2- J-CHANNEL 4- FASCA N0. 0622 VENTED SOFFrr VINYL N0. 1100 Ku w NO. 9700 12- TRIPLE 4 FVLL-O-VENT ECO NO. 0639 VENTED SO" SILL OF MATERIALS r"•x 1 fofn, __ @a @nmutERaN sm ; .w'awwus ox mns e fsQ ,nrc low"oN 9aR ,) f ,Rm -aasmr M.YT TE ,mf oN @a-FrN+ffinu,ora9l rQKN rt mNfla,F Wu „,Pm e Y Y 1-.1/4- uNF N14 s,m >/N' RJM G08M YIML ,- IK I09M 91LLe @ r IxY slm w -w-au lr ao@P 1, • Y Y MOIPYL NJfO NTI61 - m . ab ,r W0a » V. WAt S m K RIAR A 12" TRIPLE 4 SOLID SOFFIT - VINYL - NO. 623 RTAL A 12" TRIPLE 4 FULL-0-VENT SOFFIT - VINYL - NO. 622 A AS �* AR NO 96720 sCAL.E: 1/4"=1'-0" "� sxssT R1Ai A ���.._�� � L 1 12" TRIPLE 4 FULL-O-VENT SOFFIT ECO - VINYL - NO. 639 GENERAL REQUIREMENTS: • HARDIESOFFITS PANELS MAY BE INSTALLED AS A SOFFIT OR CEILING OVER EITHER WOOD OR STEEL 20 GAUGE (33 MILS) MINIMUM TO 16 GAUGE (54 MILS) FRAMING COMPLYING WITH THE LOCAL BUILDING CODE. SEE GENERAL FASTENING REQUIREMENTS. INSTALL SOFFITS TO NOMINAL 2X4 FRAMING MEMBERS SPACED A MAXIMUM OF 24 INCHES ON CENTER (FIG.1), WITH THE LONG DIMENSION PERPENDICULAR TO THE RAFTER OR JOIST FRAMING. • ALL EDGES MUST BE SUPPORTED BY FRAMING. (FIGS. 3 & 4) • INSTALL WATER BARRIERS AND AIR BARRIERS AS REQUIRED BY LOCAL BUILDING CODES. JAMES HARDIE WILL ASSUME NO RESPONSIBILITY FOR MOISTURE INFILTRATION. • ENSURE GUTTERS HAVE END CAPS. MAINTAIN A MINIMUM 1" GAP BETWEEN END CAPS AND SIDING & TRIM. INSTALL KICKOUT FLASHING AT ROOF -WALL JUNCTIONS. • JAMES HARDIE BUILDING PRODUCTS PROVIDES INSTALLATION /WIND LOAD INFORMATION FOR BUILDINGS WITH A MAXIMUM MEAN ROOF HEIGHT OF 85 FEET. FOR INFORMATION ON INSTALLATIONS ABOVE 60 FEET, PLEASE CONTACT JH TECHNICAL SUPPORT. FIGURE 1 INSTALLATION: • HARDIESOFFIT PANELS MUST BE FASTENED TO A SOLID, NAILABLE SUBSTRATE SUCH AS A WOOD 2X SUBFASCIA. • ADDITIONAL FRAMING MAY BE NEEDED TO ENSURE PROPER FASTENING. • SOFFITS CAN BE INSTALLED AS SHOWN IN FIGURE 1. POSITION THE VENT HOLES TOWARD THE OUTSIDE OF THE EAVE FOR OPTIMAL AIRFLOW. • 12" TO 24" WIDE VENTED HARDIESOFFIT PANELS, PROVIDE 5.0 SQUARE INCHES OF NET FREE VENTILATION PER LINEAL FOOT. • ALTERNATIVELY VENTS CAN BE INSTALLED INTO NON -VENTED SOFFIT. • IF NECESSARY, AN INSECT SCREEN CAN BE INSTALLED USING CONSTRUCTION ADHESIVE. NOTE: NET FREE VENTILATION WILL BE REDUCED. FASTENER POSITIONING: POSITION FASTENERS 3/8" FROM PANEL EDGES AND NO CLOSER THAN 2" AWAY FROM CORNERS WHEN USING SOFFIT GREATER THAN 12" WIDE (FIG. 4) AND NO CLOSER THAN 1" AWAY FROM CORNERS WHEN USING SOFFIT THAT IS LESS THAN OR EQUAL TO 12" WIDE (FIG. 3). JOINTING METHODS: INSTALL PANELS IN MODERATE CONTACT AT ENDS, PROVIDE PVC OR METAL JOINTERS, BATTENS OR LEAVE APPROPRIATE GAP AND CAULK (FIG 2). FASTENER REQUIREMENTS: • FOR WOOD FRAME CONSTRUCTION A MINIMUM 4D COMMON NAILS SPACED 8" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. • FOR CONVENTIONAL 20GA - 16GA STEEL FRAME CONSTRUCTION A MINIMUM NO. 8-18 X 0.323" HD X 1" LONG RIBBED BUGLE SCREWS SPACED 6" O.C. AT PANEL EDGES AND INTERMEDIATE FRAMING MEMBERS SPACED UP TO 24" ON CENTER ARE SUITABLE IN MOST LOCATIONS*. *MINIMUM BASIC WIND SPEED DIFFERS BY LOCALITY. WHERE SPECIFIED LEVELS OF WIND RESISTANCE ARE REQUIRED, REFER TO APPLICABLE BUILDING CODE COMPLIANCE REPORTS. MANUFACTURERS OF ACQ AND CA PRESERVATIVE -TREATED WOOD RECOMMEND SPACER MATERIALS OR OTHER PHYSICAL BARRIERS TO PREVENT DIRECT CONTACT OF ACQ OR CA PRESERVATIVE -TREATED WOOD AND ALUMINUM PRODUCTS. FASTENERS USED TO ATTACH HARDIETRIM TABS TO PRESERVATIVE -TREATED WOOD SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL AND IN ACCORDANCE TO 2009 IRC R317.3 OR 2009 IBC 2304.9.5." a M MODERATE CONTACT LEAVE APPROFr IM I t GAP AND CAULK FIGURE 2 FRAMING MEMBER NG ER H-J ( CAIItN NG ER ING IER FIGURE 3 LESS THAN OR EQUAL TO 12" WIDE SOFFIT •I I• I 1" FROM END OF SOFFIT 3/8" FROM END • I I OF SOFFIT I I FIGURE 4 GREATER THAN 12" WIDE SOFFIT KEEP FASTENERS 2" AWAY FROM CORNERS 3/8" IN FROM EDGE OF SOFFIT .1 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003325 A o DUMP. a LAT ABBOTT PARK LOT #11 BLK #13 PHASE 4B PROJECT# 04181.04B-11131 l OD= 4EBB 1828- CALI" GARAGE OWING: LEFT 1PAGE: SOFFIT DETAILS 160 MPH Ey. C DRATTO INT 02/08/22 Ecwts: 1/4"=1'-0" E*zz= sD2 V