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HomeMy WebLinkAbout7918 Sail Clover Ln99 1828-4EBB-CAL199 A� OrrlrF „, ? C4iY OP 7_FPHYRHIItLUa HOMES ` jT`� Or P � I'd p�EXAM►NE PLAIN 12602 TELECOM MRIVE, TAMPA, F1 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIIONS INDEX OF DRAWINGS -pu0m Hum= =& gam , ABV. ABOVE LAY. LAVATORY DATE DESCRIPTION 71g DnimMA ` , •� �1 ✓111/ 1 �/ �+�� C AD ADJ. ALT. AIRCONDITIONINGMUM, ADJUSTABLE ALTERNATE M.C. MFR. LUMINOUS MEDICINE CABINET MANUFACTURER OVAN CDyMM ARCHITECTURAL SHEET DESCRIPTION Ogh 2W FBC MODATE DR HORTON HOMES 12602 TELECOM DRIVE -OCCUPANCY - RESDVMM, GROUP RS _CONSTRUCTION TYPE - VB -MDi. Ill1ERIOR��FIpN�LSH - CL�AyS3pB�'mp AMP. BD. CL CAB. CLG. AMPERAGE BOARD CENTERLINE CABINET CEILING MIN. M.T. MID. MTL. N.T.S MINIMUM METAL THRESHOLD MOUNTED METAL NOT TOSCALE PG Cl-COVER SHEET PG GN- GENERAL NOTES M*fG COS RE-M ED 0MVIS BIDKs ELEVATiM ADDED SAS CD'SRE-I6AIED TAMPA FL 33637 -BASIC = SPEED - Vdt=160 MPH CLR. CLEAR D.C. ON CENTER PG Al -FLOOR PLAN �y� FOOTNOREV610NFEiM.80tlES 1 TEL: 813) 740-9720 FAX: (813) 740-9715 VwA=IPA MPH - E -1 -STORT -STORY - C RESIDENCE - -2-STORY RESIDENCE - MA%. ffiGHT AS PER IWAL CONC. CPT. C.T. D. DBL CONCRETE CARPET CERAMIC TILE DRYER DOUBLE PL P.B. PH. PL7. PLYWD. PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN Ob/11/IS Cos RE -maw pyryg ADDED CIAOLESSFOOIERATGAR40DETAIL MORTMYERW 0ir" PLAN M4NtR444 E AND STATE CODES DO. DIA, DUAL GLAZED DIAMETER PR. P.T. PAIR PRESSURE TREATED PG MS -MECHANICAL PLAN 094M REVISED LNTEL ME ATFROMr ENTRY DOOR DIM. DISP. DP. DR. D.S. DTL. DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL R. RAD. R.A.G. REF. RM A.O. RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING TM PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL STATE OF FLORIDA 1 S .FT. CAWS ADDED ADDITKNAL RECEPTACLE N GARAGE PER SALL DATSaN (TEI DJ 004AS D WAG VCN U•ES OH BLFT CALL SCFEDILE o•ELDJ PROFESSIONAL ARCHITECT: LWNG 1828 Ga FT. D.W. EA. DISHWASHER EACH S.C. S.D. SOLIDCOREEXTDR SMOICE DETECTOR Ob)IIAS ADDED IDORaR MOW DEEP FOOMW DETAL 12M A (ORL) PG WAl -WALL ASSEMBLY DETAILS EH. 4M ADDED LED LKi(f8 • KRCHIN 4 BAIN PER MARK 0101M ROUND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 &ARAiaE 430 Ea FT. �� Ip 8Q FT LANAI ea. PT. TOTAL 2362 8Ct FT. ELF . EQ. EXH. Exr. FU G. FX F. FIN. FLR. FLUOR. FR. DR. FTG GA. DISP. O.F.T. GL. ELEVATION EQUAL EXHAUST EXTERIOR FIXEDSS F FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL INTERRUPTEURLT01R0UI GLASS S SHT. SHTHG. SxwR. S SL. GL. STD. Sws TEMP. THK. T.O.C. T.O.S. TYP. SINGLE HUNG SHEET SHEATHING SHOWER SllOING SLIDING GLASS STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICKGAR. TOP OF CURB TOP OF SLAB TYPICAL 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 4MA " ADDED BTOIE aria+ E.EVATKN C 4 D (TAMPA) pylVg ELEVATION Ys' SID1N(►-ADDED LOUVER • GALLE ROOF m ADDED OFT. a•o cEILNG HEr*rrB OV M REPLACE USP CO*WORS WRH SS WN CO HECTOR& OUOIAO REVISE ENKAVW RADA: PLAN DMWONS OU09170 OPT W-0• C A HGT: ADDED LED LIGHT N FOYER "iMW OPT. W-O• CLGL WIT. ELEVATION V- REVISED HEIGHT OF ARC"T 05�np ADDED ELEVATIONS V 4 M' (apL) STRUCTURAL SHEET DESCRIPTION GYP. BD. H.B. H.C. MR. T. R"` INT. GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEI NSUITT INTERIOR U.N.O. V.P. W. WW/ D. WM . W.1, UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WAER WROUGHT IRON CV040 ADDED ELENATIGNS T'Ki'•T1H'_m' (ORL) PG Sl-FOUNDATION PLAN PG S1.IA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER DER THE BOULDER ASSUMES ALL LIABUM FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. 1IF OMMI 2010FWWDAIE PG S2-LIFT BEAM PLAN AND NOTES ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) AU UNCLEAR AND IN NEED OF FURTHER DETAMG OR EXPLANATION IN PG S2.1A-DETAILS PG S2.2A-SAFE LOAD TABLES ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN RF.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS CLARIFICATION. PG SNi-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PG SDI -SOFFIT DETAILS RFI's IN WRTITEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSISHJTY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE %GNSTRUCTION BASED ON -THE -DRAWING SET. 1441 N. RONALD REAGAN BLVD.I LONGWOOD, FL 32750', PH: 407-774-6078 FAX: 407-7744078 www.abdosigngnwp.corn AA M: 0003326 a a sui0xv. Z X'0T ABBOTT PARK LOT #2 BLK #9 04 181000--02091 �Onffi� 4EBB "1828- CALI" CIArswaa awsxcs: RIGHT IPAOT. COVER SHEET 160 MPH EXP. C GEMAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 7th EDITION, (2020). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 7TH EDITION (2020) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH FBCR 2020 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COLLETED 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. T DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AM 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 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MW NCH GYPSUM BOARD OR EQUIVALENT. s 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557-2012 El. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 7� 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR 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. PLumm I. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FBCR SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO FBCR SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF FBCR SECTION P2603.2. lXi "MMALLCCIM AW 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 EXiOWFiBlNlS 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 NTH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.18b, ASTM-C1063.19a & ASTM-C1787, 3. LATH & ACCESORIES PER ASTM-C-1063-19a & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 19a AND R703T M PEtIirARTCONIMCIICN 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. E7010110RCBlIOS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE 'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . C010 RUC110N CBfB[VATI011 CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOTA PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. ez� ISOM$ 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) Ah EDITION, (2020) R 704.2 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. CONTROL DATE: 12/10/20 (RM) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 b b W e StMDrv. a I.OT: ABBOTT PARK LOT #2 BLK. #9 IFIROJMT 04181.006 02091 HODEU 4EBB "1828-CALI" GARAGE BWn4G: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C AA' -A- I - V oc nEEEEIo �;�� � nEEEtfEE�iElol7E8EIIEEEEEn�� oEEitltl� O 0 � c18EULO----- OIO :1' 14, � C 1, o i M m O = ��a .. G■ o O o AS Rga FIER BLDG. ME i GARAGE o p F40YER Hui o ' jwo oo . . - � 13 I of�8��tf10 01����10 MEMO—--------------------01-!!10 I _ I FLOOR PLAN ALE= 1/4' . P-0' -*f SQ.FT. CAM'S LIVPt6 1926 Sa FT. GARAGE 430 8a FT. ENTRY 16 Sa FT. LANAI 88 80. FT. TOTAL 2362 M. FT. SSW dAli MaTim wj0 yq FOOMM MIN. WINDOW 5 34/-45 CRITERIA EXTERIOR &WING IB 8 33/-43 DR. MIN. CRITERIA SAD. MIN. 41 S 31/-39 CRITERIA 8010 O)ND. S6 8 231/-313 12'zl2' SOFFIT 1 S 313/-49.9 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT.=II, EXP.=C, MEAN ROOF HT. = 11'-3' PRESSURES HAVE BEEN MODIFIED PER FBCR 7TH ED. (2020) SECTION R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 00010L DAID OftlI VOL TOP PLATE 0 in A BAR DETAIL HDR. DTL. B SCAL& V! • NOT£. HEADER FINISH TO ESE PER COMMUNITY STANDARDS NOTE, -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS BETILEEN THE GARAGE AND RESIDENCE SHALT. BE EQUIPPED WITH SOLID WOO= DOORS NOT LESS THAN 13/8' (38 MM) IN THICIUE88, SOLID ORH"YC"-GORE STEEL DOORS NOT LESS THAN 1 3/8' (38 MM) THICK, OR 20-MIN11TE FIRE -RATED DOORS. d N. RONALD REAGAN BI LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 �ZSp� �ZSp� W Si b O AREAOFATDC 2364 SO FT. NET FREE VENTILATON AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATION AREA X SO, INCHES PER FT. 1144) = 1134.72 SQ. IN. MIN. REQUIREDVENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC HGT. = 567.36 SO. IN. - - - - - - - - - - - - - - - - -$LOG. OFF RIDGE VENTILATION AREA - 215 SO. IN. PER VENT FYON LV12X24 P 56736 /lss OR EQUIVALENT ToruaoF VENTS REQUIRED 4,93R57 SHMGLE ROOF TOTAL OFVENIS PROVIDED 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG LAP SIDING AS OFF R�EXTERIOR OF WALL TO EXTERIOR OF WAL NO OVERHANGS INCLUDED�b DA J BOARITYPJ _ OPT.COACH lb'Xb®' FYF'ON ' I m --_ LKsHT DECORATIVE SHUTTERS OR EQUIVALENT ILLJ E 0 1 v 4' RAISED b r B BAND (TYPJ p n 0'-0' FIN. PLR - 0'-O' FIN. FLR s— --------- - - --- _— - -- - 0'-O' FIN. FRONT ELEVATION W.ALE. F I NOTE- WALL FENESTRATION FLASWW-v AS PER FBCR R103A OFF RIDGE VENT OFF RIDGE VENT MV REAR ELEVATION BMALZ 1/4 " I'-0 FINI R------------------- — ----------------------- LEFT ELEVATION WAX. 1/4 " I -0' nmlmmo OFF RIDGE VENT 0'-O' FIN. FLR. a. OFF RIDGE VENT RIGHT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH '-0' -_-_I 00 0g F'N.FLR I- I A DECO. -01 DTL. -0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.a bdesigngroup.00m AA 0003326 SvsD:v. as LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00 —02091 MODEIs 4EBB "1828—CALI" GARAGE SAI21G: RIGHT PAGE: ELEVATION "C" 160 JQH E . C DAM 5/06/21 SCALE: 1/4"=1'-0" olcmm A2C ELECTRICAL LEGEND 87M80L DEFINITION NOTES —e Ebv OUTM 20 AMr WMA POLE IIW OUTLIT a ry OUn.Et Q ITIIJlT OWNSD TD aoun ON a0V (unw biA•p MEMO ►A1a. MBWAW TTFE) So 220V OUTLET (4) NIf CONNECTION al' dPl EXT, IMIEPP OM OUn.ET dit" D FAULT MEI�t�IER SMTCH 6SSTC14 .-WAY OPmt 64 SWITCM 4-IUAY OPM ��__��\\ l-0 LIOITTMO CEILNG LMV O LED CLO LIGHT ®VP LBO VAPOR LIONT O VP VAPOR PMO'OP LIONT OPOCSON D CAN eAw AM I OM Feat as FT. S`'°a.YLtlNT PAN I Op" PM an IT. VANITY FDM aspeas TwoM Of 14OLO Ow ® �1G�� lIaECESS®) I4adW F-97 AMOND ( r.nJ 2' PLUOPOBC T 4' PI.u01fSCaNt p G LOW � PMlL 1'Ie TER O8D. eM tcam On MCTaIlffiw •� rM WALL MIOAM tl'IOI�DETtLTOR OS4JS�G W.lIS�1� ®Aasoal� 8/Co C~ MWy �„yCL OF NOT LHS JIMI 4' PENOeWT LISM OUnLMT OAS ► TE.LP71ONS JArK F4DISCONNECT IMAM va S! a92„AT4D TipBATE! — INIICONEL'T M AMU ON I O TELMM JAM ACon SUIM-Op"M IN JO J•Ea0 AOCOMDOMME YV EON MlAIN= A.OU04 Pat TO EE «IFPORIMP N 01111.0112 PAM&MMT ACCOPMWM a8Ok 1114. A. MCN TIOIa 24• W46 btescs4T LOW STW 56' N -##XxmcE4r Lkw SINP nnn® µ• MCArPINIOW LINT STMI• FLOM LIOW KP, OPT. aEaa1STT IQ3PAD • Pa ;M Panws IMPORT • LOCATION OF TV JACKS 4 PHONE OUTLETS 4 PAN. TO VMe m ME 6 NOOOM MIE•CONSTMUCTION MENT • ALL 0 4 20 AMP ERANCN CNICI 6 TO M AMC FAULT PMDTCGTED Pint m.ECT1aICAL MWVIS1OMM OF MM TTN ®KILN (2C2C) 4 Na C 2IO2 22n MOITIONI. • 30 AMP OSDIMI.T® UN LADW CIMOM. .04. 04. ISLAND (NOT ON KTTCI!! CETCUR) OIMEA M DNCO NOCT TO M LOCrOIT N PANEL • DATNMOOT 1D04A&W PAN TO NAVE MR CAPA CITT OF SECTION "NeuL OP • LANDM' MOOT I�TACLE.NALL Y OMOUD FAULT CSCUR-INT=U-M PMOT11=10N FOR PKIIISONNEL ON L •MM MMOD MALL ME NOW MITALLIC CAME PM TB.RCgaiCAL PMDNNOM OF F2aE TTY ®(20001 • ALL WONC 10 OOMPLT IIATFI 6EC71tlCdL PIaOVMIDIM OFPsaa TrY ®[2d/o2 tIE-In pan AND CEILING MTD. LK,IFIT TO BE NSTALLED, PROVIDE J-BOX FOR OPT. PAN \\� — — — — — — — — — — — ---0 COACH LIGHT ELECTRICAL PLAN 1/ • 1-7 leloom LOCY W P Panel MAIN - A PANEL: 8116 ep cR bleaker VOLTAGE: 120124OV-1 Ph MAIN: 150 Amp M.C.B FEEDER: 341 Cu TM4M & 146 Cu (G) in 1 17C. OR 34210 AL TF MJ & 1-06 Cu (G) in 1 17" C. N1n Pd• Or D•esi m 4 OTT d,a#t Wags Il "" On T.a Foe rWs N2 1 . Evtebr RSOaPIada OFlbYNG 12D 1 2 Slros N2 2 20 mpetim Pomp IM 3 s Spew e 5304 A/C C.U.-1 35 2 M 7 e PANEL - A PANEL: 42 at breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu TF&4M & 1-#6 Cu (G) in 1 1T C. OR 3-#2/0 AL TNMtlIN & 1-#'6 Cu (G) In 1 17' C. 1•Aro Paa W watw aroma Or,Uh weso Ds.rl UOn No Pots s.ro #12 1 20 Smar Ape 150D 1 2 9000 Rage w 2 as ail 1 20 IApox..ltboa GFI law 3 4 a12 1 20 Smr Appl— 15M 5 a 46DD Wda Metw M 2 MO a 12 1 20 1500 7 a 012 1 20 DNA AFO ism 9 10 1200 O OFI 20 1 012 012 1 20 Sam GFI ache 120D 11 12 1500 preeshe OFl M 1 012 #14 1 15 F /Hr/ 8as. 02&#L Seth 42 AFO 900 13 14 5000 Dryer GFl 30 2 #10 014 1 15 LMn Room. LaWU sAFO ODD 15 le 014 1 15 Kft h., Pam , & Om AFO 900 17 1B ISM We.WGFI 2D 1 M2 #14 1 15 aD & OO AFC 9D0 10 20 1000 D- GFl 2D 1 #12 rig 1 20 De,AM 12M 21 1 22 12M /EM.Id Lw& ..AFO 21 1 art M 5a.oan 1 AFa 15 1 M4 ow Seth 1 AFa 15 1 #14 So-27 28 SP Spo 30 1000 "a—east 20 1 #iz so— 32 x3e39 NF-1, 46 2 35 =_1 5525401H.M.5KVAet%99 42 so- luasfaNsd tO dinar hda o#ouWiaro/Ins 1®00 2VM •_- lnsau0 as to Garn.r swtaramaaana#/IM Demand actor Calculaffainw. ABBREVIATIONS: AFC: ARC FAULT ORCUIT NTERRUPTER NO: NONCONODENT LOAD ON: GROUND FAULT KMRRUP'TER Td. Im s.ei•d la e.nnefma 42700 M. 10000xa0• r 100% 10000 Rena wain r 40i9 13080 Tdr A/C IOad 101129 LOAD CALCULATION IS BASED ON A2C NON-COINCIOENT LOAD rd# cmnada4 toad Wane 3:l00o Tar Am•(wrw /24D.rtq Nt3 General Lighting & RecepItacle Load T.. MC Sera• Fad 1828 C•#ar Us & 1- 3 W / SR. Ft. 54&4 rwlra 1 at65WLi at100% 65 TOM Gear Light, & Rs0 M'/rts) 5549 C tbdc TOAIvs#s l I I � I I � I I I I e I I I � L I LED LIGHTING ® DOUBLE LAV. BA 150 AMP ELECTRICAL RISER m.[CTtlCC& MATERIALS IALS AND wTALLATION5.NKL CQTLT UWTN II.ECMIPJLL PlaOVI I" OP TIME T•!!Ga m LOCAL CODA, AND ALL LOT.AL F"M ICONIPANT MlQISMHDM IL ALL CONDUCTOIaS 6NALL ME TYPE TW"MW LN-ES. NOTED OT4mRu E. TO M. _ I I L I I I \ LED LIGHTING ® SINGLE LAV. 6A DE MM M THIN 4 NS CU N 2• CONDUIT OR a L, T" 4115 CN N 2• Ca4DWT OR 20 AL MA UR TO TlMMNAT2 AMOVE 6OFM . OYMAM OMCCNA.=T WITCH E tom AMP DMCONiCt"INANDSLOCTIEO/J40 VOLt JMMAJI C IMMO a I M NET1A OR E4CLOMlME PN�- MRAN ce aEavICE SRa#ION R/ OM= EaWE'1!rt CA" �TERO/4 AT DONOM VOLTAGE CON RCTIONM 1 •4 OU 40MCE GROU O CON OCTED TO CONCRETE MNCAGM POOTM STEEL FM OF no ATM DW CIA X S PT LOINS COPPma CLAD d1aa.D Iwo 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bde&fgngroup.nom L AA *: D003326 J lit" F J I :+ 1? A A W N 9LTHDIV- de LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00 —02091 a�oDML: 4EBB r'1828—CALIrr GARAGE SIWMG: RIGHT PAGE: ELECTRICAL PLAN 160 H EXP, C aam 2' VTR s2, KITCFNSINK uu AUTO VWT I IR R y12' �. I � � �� / 1 11/2 1 IRyp 1 V2�2,� �• 2' r r I AV TU15 I LAV I g�1/2q L V I 2 WC 5 8 I I y g 1 1/1 �i �I� 2' P WABF�R vi -------2 CO 4 4 TO MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN V • I -V v f�l m r I I I I I I � I 1 I LAY. I� I I m I I I �ii I I 3i'xb®' BFNUR PAN I 11 I 3'-2' I I III III III I I II' 3'-I' 3'-2' O I II II I I I I I 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32760 PH: 407-7748078 FAX: 407.774-4078 wwwabdasigngroup.com AA:f: 0003326 X y 4 b � rbr 6 O aLJHDIV. A6 LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00� 02091 1[OD>cIe 4EBB °1828—CALI" cswRwaa awuFcs: RIGHT PAGE: PLUMBING PLAN 160 XP. 13 P1 HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED UpTN PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FEC ITW EDITION (2020) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SAALLNOT 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, WALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC -ITW EDITION (2020) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC ITN EDITION (2020) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE UmTH FBC ITN EDITION (2020) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE PAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET PAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFCx RECOMA-ENDATIONS AND FBC 1114 EDITION (2020) MECHANICAL CODE SECTION 601. W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MA)-L SIX ELBOWS. LEGEND ® SUPPLY AIR O"WER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CUNIT R ATTIC W/ (2)-3/K7Q' TAPCON6 SIhIPSON WO ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T N AIR RETURN 4' CONCRETE SLAG SECURE STRAP TO UNIT W/ (2) MOX1 1/4' SHT. M. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER---y CONNECTION TO PAD EXTERIOR '..A. - 1 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAN CONO. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY N PVC SLEEVE TO LINES BELOW bL4D T REFRIGERANT LINES TO PLATFORM RETURN CONDENOW3 UNIT TRAP ORAN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR NTH EDITION (2020) MECHANICAL BLDG. CODE SECTION Ur2A HVAC DRAINS SCORIATED NICKEL BRONZE FL PL. � FN. FLOOR OR WALL COUNTERdNK CD. PLUG � SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM S6000 INSIDE SERIES NICKEL BRA" TOP CAULK P.V.0 OPTIAWSC nFLOOR SLAB CLEAN-OUT(TYP. FIN. GRADE OR PAVING 1'-8'x8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN V . 1-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPS. ELEVATION ml /I I 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www. a bdosigngroup.com AA #: 0003328 14 • F i I 9LT3aIV. 8a LOT. ABBOTT PARK LOT #2 BLK..r #9 04181000-02091 �oatai: 4EBB "1828-CALI" GARAGM OWDfG: RIGHT PAGIC: MECHANICAL PLAN 160 H E . C 2X4 TOP PLATE PRE -FAD TRUSS i/1' GLG. BO 14' DRYWALL — TV)r SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 52' O.C. MAX FN. PLR 2X4 WOOD STUDS 024' O.C. TIONS SUPPORTING HUNG PLUMSING 2ES AND WALL NETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR, NOT THAN 2x6, WHERE ED NOT MORE 24' O.G. TYP. INT. WALL (NON—BRG.) p� SCALE, 3/4'.I'-O' 3 5/O' OR 5 VY DRT'UA4LL "I TOP CHAMEL 1211 GA) 1W DRYWALL 3 WO' OR 5 3/O' METAL STUDS 24' Or- 20 CAA METAL TO BE INSTALLED IN WALLS RECEIVING Ili LOWER 3 0/0, OR 5 CABIETS MID TUB/SROWER 25 34' BOTTOM GA METAL TO BE INSTALLED CFHAMEL (25 IN ALL OTHER WALL6. STUDS ") SECURED TO BE SPACED lb' O.C. AT 2ND TO CONC FLOOR WALLS ADJACENT TO FLOOR UV 3/4' STAIR WELLS AND BATHROOM PM 4 TO WALLS W/ TILE FINISH WOOD FLOOR W/ 1/4' WOOD SCREW `FINISH FLOOR 1—STORY TYP. INT. WALL 1A_METAL STUDS (NON—BRG.) D 1 SCA LA, W4'.I'-C' MR OM LN 28 GAS LINE THRU BLOCK r W MCK 2 COAT - rO1lTLMO Clfir 14..A&M AIRMOD ONI"m7 To MA4RRY s GARAGE DOOR JAMBS D1 SCALE:11/2'•1'-0' D WALL FM w tta IioD FIBERGLASS SHINGLES FIBERGLASS SHINGLES 2X4 SPF 24' 0r— MAX. WITH UNDERLAYMENT ERL WITH UNDAYMENt SECURE W/ (2)12d NAILS AS PER FBCR WSU. FIBERGLASS SHINGLES, AS PER FDGR WS11. ROOEATHING • EA END ROOF SHEATHING TSWEET NICIQeSS AS PER FIBERGLASS °.,Id11JCa1_ES WITH UNIDERLAYMENT AS PER FBGR 905).L THICKNESS SH ADS PER 2x BLOCKING BETWEEN TRUS ES PER STRUCTURAL DETAI L WITH UNDERLAYMENT ROOF SHEATFASTENERULE SHEET SNL SECURED PER FASTENER SCHED SECURED PER FASTENER SCHEDULE FASTENER AS PER FBCR 905.LI. USA.TWING THICKrE" AS PER ROOF SHE THICKNESS AS PER SWEET SNL ALL SHEET SNI. SECURED /a GYPSUM ISO FASTENER SCHEDULE MTL DRIP EDGE TU PER BTRucTURAL DETAILS PER STRUCTURAL DETAILS MTL. DRIP EDGE PER FASTENER OR t/!' HIGH SCI'IEDULE STRENGTH CLG. 2x FASCIA PER MAx PRE-ENG LLD. TRLRSS 2x FASCIA PER BOARD EFEC ELEVATIONS O ELEVATIONS VENTED SOFFIT PER ELEVATION VENTED SOFFIT SEE ENERGY CODE FORMS F WALL SHEATHING COAT. 2x RAT RUN SECURED PER PRE-ENG TRUSS INSULATION R-VALIES PRE-ENG TRUSS THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING REFERENCE STRUCTURAL SHEET SNI. SECURE PER FORMS FOR THICKNESS AS PER MTL. DRIP EDGE PER ELEVATION MIL. DRIP EDGE FASTENER SCHEDULE INSULAENIERGRCODE PER ELEVATION SHEET SNI. SECURE PER 2x FASCIA PER 1.-W 2x FASCIA PER ON SHEET 8N1 FASTENER SCHEDULE ELEVATIONS pypj•� ELEVATIONS PRE -ENO GABLE TRUSS 5/O' GYPSUM BOARD OR 1/2' ON SHEET SNL VENTED SOFFIT I R-4.1 INSULATION VENTED SOFFIT DEEP SCREED HIGH STRENGTH CLG. BOARD PRE -ENO. LADLE TRUSS WINDOW ATTAC 4 ENT WEEP SCREED AS MANUFACTURES 2x P.T. SECURED PER SU DETAILS 2x P.T. SECURED PER R-4.1 INSULATION STRUCTURAL DETAILS R6 EIRENCE WINDOW ATTAC t'MNT AS PER STRUCTURAL MANIPACTUREB SPECIFICATIONS ix2 P.T. FURRING EFERENCE BTRJCTWRAL STRIPS 24' O C. In' THICK, 2 COAT PORTLAND ' Ix2 P.T. FURRING S' CMU CEMENT PLASTER APPLIED BtRlP6 a 24' OC 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2' A. C CEMENT PLASTER APPLIED 1/2' GYP. WL BD. CEMENT O 6 EBB. DIRECTLY TO MASONRY WOOD DARE LASTEERroA D DIRECTLY TO MASONRY 0'-0' FIN. FI.R.L • 0'-0' FIN. FLR 0'-0' FIN. FL1R. L i 01-0' FIN. FLR 6 CMU a. . ,, ' : ' • ROOF SHEATHING THICKNESS IS ,, . .. ROOF SHEATHING THICKNESS IS . • e ENGINEERED PER ASCE 1-16 IN •, a' ENGINEERED PER ASCE 1-16 IN �, '. ACCORDANCE WITH FSCR 2020 a . ,. ," ACCORDANCE WITH FBCR 2020 • a 1TH EDITION, SECTION RWI.13 ' < 1TH EDITION, SECTION R901.13 AND 160".1. AND 1609SJ. W/ WINDOW OPENING TYP. WALL SECTION W/ WINDOW OPENING n TYP. WALL SECTION B 1 NO OPENING NOTE L ENOOPENII�Ks NOTE METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE 1—STORY �)HIP BLOCK 4 WALL INSTALLATION OF ROOFS 8'�1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF SCALE, W4'.I'-V' UNDERLAYMENT IN ACCORDANCE GOALS, 3/4'.r-0' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FSCR WITH FBCR 909.1.1.1 OF THE FBCR 2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES (2) TWO LAYERS OF ASTM 0226 (2) TWO LAYERS OF ASTM 0226 TYPE II OR ASTM 04"S TYPE III TYPE 11 OR ASTM 04S69 TYPE III OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdeslgngroup.com L AA #: 0003328 J Mill C b BUDDIV. Aa LOT ABBOTT PARK LOT #2 BLK. #9 PROJmC�'�r 04181.000-02091 MOD19L: 4El "1828—CAU" OARAOE AMINO: RIGHT PAGE: DETAILS (SHINGLE) 160 WX E . C 13 aRUM w5/OB/21 8CAI.S: 1/4"=1'-0" 8* D1 ram. 2X6 P.T. • CENTER OP DOOR HEADER SECR® W n) LW X S' J-BOL.T W 4• MN E1E10M@n' UV 2' X 2' X VS' UMBER 4 !Wr OR IW (2) V2' X S' ANCHOR DOLTS UV 4' MIN. EMBEDMENT W 2' X 2• X V8' WASHER 4 NAUT� Ow■�4,=Y��■wL7 11 I w• NOW, 6. Or- 4- END 0167, 11/J• 1DG1 DIET. 2X6 MRAB! 0000 MUCK IN w (&) V2• X 6' J-DOLT OR A DOLTS, UV 4' MN E MMX1 N X 2' X 1/8' WASHER 4 MR. (V 0' or TOP (V WITHN S• OF TH ® (5)1VE4LY 6PACED. ALL ANCMOIM SHALL DE N ACCORDANCE TO MANUFACTRSR'S INSTALLATION INSTRICTONS WHERE SUCH INSTRUCTIONS ARE MORN: STRNMW GARAGE DOOR 1)HUCK ATTACHMENT ) 6' CM V2' DRYUH4IL P.T.PT. NAJ DOOR Done h4 P.T. OR b/4'X4' MN SECURE THRU FROM 4 EMEND I-V4' NTO" BLOCK UV 6/16' TAPCONS CASRK (MR SHANK SL2E J46 MR HEAD 612E 300 MN 0"OEDMew 1-V41 WITHIN S' OP EACH END JAMB OR U0DOW 4 w OC. MAX 6PACNG ATTACH TO 2X PER MANFACnV" MAL& NOT& SWIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED V4') DOOR JAMB TO BLOCK +3/4" OR +6/4" r nyi TO BLOCK +3/4" OR +5/4" 2X4. ■ SECURE TO BLOCK UV 6/I6' TAPOON6 MN. SWANK SIZE J46 MN HEAD 611E 3" MN EMBEDMENT 1 V4') WITHIN 8. OF EACH END 4 w 0C. MAX SPACN9 2X6. /00 SECUPS TO BLOCK WK2) SA&' TAPCONb MN SWANK 611E As MN HEAD 612E 300 MN EMBROM W I V4') W C U Wrn4N W OF EACH END 4 w OC. MAX SPACING. V2• DRYWALL 2XIN ® PX4• SEC#H TO BLOCK P.T. NA)LER W42) W*' TAPCONb MN &HANK 612E JO DOOR CASING MN MAD a2E 300 MN W-WIDMENT 1 V4') W rWN S' OF EACH END 4 B' Of MAX SPA'C�' DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFA=nNM ONTAIL6. NOTE. SHIM A6 NEEDED TO PLUMS JAMB MO HOT EXCMD V4') DOOR JAMB TO BLOCK +1 1/2" ru-LlaXpW To BLOCK +1 1/2" 2X4. M 61CUR1 To BLOCK UV SAW TAPCON6 (MN. SWANK 612E Job MR WRAP SIZE J100 MN wimmo QIt 1 V41) WITHIN W OF EACH END 4 w OC. MAX SPACRCL ]X6. 100 SECURE TO BLOCK WT2) SAS' TAPCONS MN SWAM 612E J46 MN. HEAD SIZE 300 MN EMI EDFlM I V49 WTWN 8. OF EACH END w cm 4 w OC. MAX &PACING, DDRYWALL7X0. cm A MAW WK2) SAS' TAP'CON6 WIM 3/ ' OLCON P.T. NAILER (MN OR" SIZE Job TAG' OAA. X 4' MN MN. HEAD 612E 300 MN &1EIEOMENT 1 V4') DOOR CASHING WITHIN S• OF EACH E4D 4 w or_ MAX SPACN3 DOOR JAMB OR UNNDOW ATTACH TO 2X PER MANFACTURM OVA & NOTE. SWIM A6 NEEDED TO PLUMB JAMS (DO NOT EXOMW V4') DOOR JAMB TO BLOCK +1 16/16" n ow To BLACK +1 la/ie" 2X4. IN SECURE TO BLOCK UV SA6'TAPCON6 MN SHANK SIZE Job MN HEAD 612E 300 MN EMBEDMENT 1 VW) WTHN 8. OF EACH END 4 W OC. MAX SPACW. NOTE. 6TRUC7RAL 2X MUST B1 2X6. ® ON OUTSIDE 4 SECURED BdaJ� BLOCK THROUGH NON-BTRUGTIIRAL 3A6' TAPCON MN 1-V4' MN SHAH 612E 10oloopmew INTO MOCK MN HEAD SIZE 300 MN E'DEDNIW 1 V49 WITHIN W OF EACH END 8' C-U 4 w = MAX 6PACN6. L12, DRYWALL 2X9. CM ❑ 1'X4' S1C1#E TO BLOCK W(2) DA' TAPCONM P.T. NAIIlR MN 614AK am J48 DOOR CA6NG MN HEAD 6M .SM MN E'b1DMENTI V47 WITHIN W OF EACH END 4 WCrMAX SPACNG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACT RIM OVALS. NOTE. SHIM A6 NWDED TO PLUMB JAMB (00 NOT 1XCKNO V4•) DOOR JAMB TO BLOCK +2 1/4" y wn'mo To B cK +z 1/4' 2X4. SO 61CR1 TO BLOCK W/!/16' TAPCON6 (HM. SHANK 6IZ1 .14b MN HEAD 61ZE 300 MN EMGEDI1INT 1 LAW) WITHIN W OF BAC 4 END A E' Cr- MAX 6PACNG. 2X6. m SECURE TO BLACK W(2) 3A6' TAPCCMb MN GWA K GAZE As MN HEAD SIZE 3" MR BIBEDI' M I VW) WITHIN 8. OF EACH END 8' Ctiu 4 N' OC. MAX SPACI" M, ORYWALL 2X6. am ❑ SECURE TO BLOCK 1'X4' W/M3AW TAPCONS P.T. NAILER MN SHANK SIZE J0 DOOR CAGING MIN. HEAD SIZE 300 MN E9DIDMENT I V47 IWTHN 8. OP EACH END 4 w or. MAX 6PACRIG. DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURSO DETAILS. MOTE. SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V4•) DOOR JAMB TO BLOCK +3' OnN2nnr Tn nTnrr tea• 2X4. IN SECURE TO BLOCK nv 3AW TAPCON6 MN SWANK am 30 MR HEAD SIZE " MN I MMICt ENT i V4•) WITHN 6' OP EACH END 4 W OC. MAX SPACING. MOTE. STRUCTURAL 2X MUST BE 2X6. ISO ON OUTSDE 4 SECURED aECUR1 TO BLOCK THROUGH NON-67RUCTMAL UV(]) SAS' TAPOONS W*' TAPCON MN 1-V4' MN SHANK 611E .14& wimmommt INTO BLOCK MN HEAD S63' 300 MN EMBIDMEWT 1 V49 6. C i WITHUN 6' OF EACH P40 4 1S' = MAX 6PACNG. r- V2' DRYWALL 2X6. m PX4' SECURE TO BLOCK P.T. HAILER WK2) 3AW TAPOONS MN &FLANK 612E J46 DOOR CASING MN HEAD SIZE 3" MN VIBROME4T I V4') 2Nh ]X SECURE TO ar EACH @D 4 6 To 8' STRUCTURAL 6' OC. MAX DOOR JAMB TO BLOCK +3" Dow Tn RTnCR �A" 2X4. 20 SECURE TO BLOCKev V4' TAPO" MN SWANK SM Job MN HEAD 61Z1 300 MR SMONDMINT 1 VW) WITHIN 8. OF EACH END 4 W Or- MAX 6PACNG. 2X6, SNCIJRE TO BLOCK WK2) V4' TAPCONS MN SHANK 812E J4& MN HEAD 612E 300 MN E'EEOMENTI VW) WRHN 8' OF EACH END 4 w Or. MAX GPACM ]X&. cm SECURE TO BLOCK WK2) V4' TAPOON6 MN am" SIZE wb MN HEAD SIZE 30D MN EbEDME4T 1 149 WITHIN W OF EACH 100 4 w Or- MAX SPACING 8' CMU V)' DRYWALL MAW P.T. NA420 TA6' OAIL X 4' MN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAN FAGTHNIS DETAILS. NOTE. SHIM AS M1ED1D TO PLUMB JAMS (DO NOT EXCEED V49 DOOR JAMB TO BLOCK +3 7/16" r1w1NDOw TO BLOCK +3 7/16" 2)(4. US SECURE TO BLOCK W/ V4' TAPCCN6 MN SWANK 612E U46 MN HEAD 611E 300 MN E I EDMENT 1 V4') WITHIN W OF EACH END 4 B' OC, MAX SPACN& 2X6, 100 SECURE TO BLOCK WK2) V4 MN SWANK 812E Ja MN HEAD 61Z1 300 MN EMBEOMENT I V49 WITHIN S' OF EACH END 4 w O.C. MAX SPACING. 2X8. SECURE TO BLOCK WK2)IW TAPCON6 MN 614.UJK SIZE J4S MN HEAD 6121 300 MN orloop" w 1 1/4.) WITHIN N OF EACH END 4 Is, OC. MAX 6PACNG. NOTE. STRUCTURAL 2X MUST BE ON OUTS01 4 B1C6lLD TMROUMN NON-611MIGTWRAL TAPCON MN I-V4• 1MID1DME4T INTO OLOCC L�1 v cm El]W DRYWALL 1w P.T. NALER I' P.T. X 4' MN II�{' DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURE6 OETAILB, NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT 1XCEED ItW) DOOR JAMB TO BLOCK +3 3/4" a wIND01► TO BLOCK +3 3/4" d N. RONALD RFAGAN BL LONG WOOD, FL 32750 PM: 407.7744078 FAX: 407.7744078 www.abdesigngroup.com AA LH: 0003326 F b b m C aysa:v ac Loa': ABBOTT PARK LOT #2 BLK. #9 PRoim 04181.00 -02091 moaELa 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: DETAILS 160 MPH A C 13 1 8CALM. 1/4-=1'-0- 1 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) FL JI MANUFACTURER CATEGORY DESCRIPTION CODE VERSION EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2D21 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10447.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 11495.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 8/31/2021 11496.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 1149S.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10442.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 10/22/2023 13904.6 SIMPSON STRUCT, COMP. WOOD CONNECTORS 2020 FBCR 12/31/2021 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 10531.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2020 FBCR 12/23/2023 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2020 FBCR 12/31/2023 32502.1 PLY GEM PANEL WALLS SOFFIT 2020 FSCR 12/31/2023 16S03.1 KAYCAN LTD. PANEL WAILS EXT. SOFFITS 2020 FBCR 12/31/2023 12019.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2020 FBCR 3/2/2030 18644.2 MI WINDOWS & DOORS FOXED GLASS - 2020 FBCR 11/18/2022 17676.10 MI WINDOWS & DOORS SINGLE HUNG - 2020 FBCR 8/28/2022 15332.9 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2020 FBCR 12/31/2024 15353.3 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2020 FBCR 12/31/2024 15353.4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2020 FBCR 12/31/2024 17869.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2020 FBCR 12/31/2021 5678-RS CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 12/31/2038 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 15279.2 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2020 FBCR 5/21/2028 2395S.1 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2020 FBCR 12/31/2022 23955.4 THERMA-TRU EXT. DOORS 8'-W EXTERIOR DOOR 2020 FBCR 12/31/2021 239S6.2 THERMA-TRU EXT. DOORS 6'-8" SWINGING EXT. DOOR w/SIDEUTE 2020 FBCR 12/31/2021 23956.5 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR W/SIDELITE 2020 FBCR 22/31/2022 23956.4 THERMA-TRU EXT. DOORS 8'-0" SWINGING EXT. DOOR 2020 FBCR 12/31/2021 10759.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2020 FBCR 12/31/2024 15216.1 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2020 FBCR 12/31/2023 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2020 FBCR 8/17/2021 10477.1 JAMES HARDIE BOARD ARTISAN 2020 FBCR 12/31/2023 13192.2 JAMES HARDIE BOARD PLANK 2020 FBCR 12/31/2023 13223.2 JAMES HARDIE BOARD PANEL 2020 FBCR 12/31/2DZ3 19901.1 JAMES HARDIE BOARD REVEAL 2020 FBCR 12/31/2023 1326S.1 JAMES HARDIE BOARD SOFFIT 2020 FBCR 12/31/2023 30310.1 IKO SHINGLES 30 YEAR 2020 FBCR 12/31/2024 158.1 CASTCRETE STRUCTURAL LINTELS 2020 FBCR 5/21/2022 FL 15272.1 ALSIDE'2T' VINYL SOFFIT SOFFIT 2020 FBCR 12/31/2023 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2020 (7th EDITION) BUILDING CODE INFORMATION SYSTEM 0 W W W.FLORIDABUILDING.ORG CONTROL DATE: 05/05/2021 I 1"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407.774.4078 www.a bdeslgngrou p.00m AA0:0003325 C b b LlVHDIV. As I.OT: ABBOTT PARK LOT #2 BLK #9 PROJ=T6r 04181.000-02091 U0DMXc 4EBB "1828-CALI" GARAGE 8111IING: RIGHT PAGE: PRODUCT APPROVAL LISTING 160 MPH E . C INWALL KQMW lM (CLIPS; IN STRAPS, 6TAFLM) AS RE=MW TO 6ECWE SMALL = LAPPM A MNFY9 OF Pww WINE TO PRA'flti " 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • MgtlTONTAL LAPS. ALL LAYER • ALL 6111" NEED TO M TAPED LATM VERTICAL LAP TO Ee P MITM POPMOM SE'ATHM TAPE �, ""M LAYER all. POPOV40M / EWLONS PAPER PRIgORhED CONTRDL JONT / r' ' \ a, Twm S COAT CEMENT / \ METAL LATH RM10E Q CONTROL JOINTS T 6Tr6' SELF-ADIIERNt7 tlM'dM&" M MIRED TIED TO LATH - V \ UM LAYER -4 rownFlpe! / � SELMAOMMI S 4MNF-01t NE O.C. MAX (VERT.L bk2mL DO M .DN11 PM'ER FLAGHM NOT FASTEN CONTROL JOINT TO / r tm IX . r A 1. unt \ WALL Eved P STUD EXISTS UR/� APM TO D ONTO rye 1441 N. GWOOD RFL 327 BLVD. ■EYO O ExCEPT STAPLES SV APPROVED METAL LATH LONG WOOD. 4- 0 780 "Los"LosMAT M USED TO T131P. FASTENED 91, (VWJ Olw MAX �j( 4k4' �-Ay�� PH: 407-7746078 CONTROL JOINT AT SUPPORTS r i M6NNS &VIR APPROVED FAX: 407-7744078 OURN6 RMTALLA CH LLRB LAYS! L FIOUSE uRAP. www.abdeslgngnwp.com FLASHN7 TO EklEM dn0 /aIPE FASTENERS TO GE SPACED STUCCO WRAP METAL LATH AA #: 0003328 • 1' O&. MAX vERrICALLY WOOD 6MEATIINIf uwe LATER 4, I i' 7}1IG(s COAT cer+erT %' can. BRAD ar 6EALAWT I 67IICCO Wleaa I PLASTER INSTALL APPROVED MOUSBIIRAP AIR METAL LATH NaILTRATION DAIMRM OVER MIN I 6FEATMNo MIN IIM6 LATH! 4 FOIlrraneER / /— ur�rr `.�� et e.T..r..ev� .v..,.....,� .ram... alLLDNIS PAPlIIT 11 WM C.V. MIGH (SEE TT'P a— 6ECTION) 7 UOCO U�141P� QrJPfOIT1V. SMALL NOT a• To a' CONT7\' ILAT14 ATMINS PE S CTION THROIIOM CONTROLJOINTS ER d�LExterior use of porll-d ce 4 pester ISE 6TOPP[D Afb atoll eomDly with the epplcMlon iED AT EACH RODE. Z� PROVIDE 2X4 OIACKw10 r I2N un+ requaemams rn..a i m um.w. PER AU611•I CI06D PLAOID FLAT MAX V TO S' w, a• o.>9e Installation or eiaarlo r Mdav and nan,m" FROM CONTROL JOINT MIEN Lpshall comply wdh ASTM C tae3tsa, \NOTE, CONTROL JOINT PALLS ON n ar ASTM t7S(. 4 M POR LAIN TO ME NAILS OR- i / 6��� 6� 2 6cAL.E, I vJ•.r_O• STAPLES N COMPLIANCE w ASTM Cull" r 1 MIRE TIES TO DE M. W 0841S' WIRE / ` — i ISLOCKNS 6MOM MAY of N ADDmON TO WALL EMI .& REMIRED FER PLAN 4Y4' SELF-ADNdlN61'EheRA/•E 6 PLA614NM (COMPATEMA LW HOUSE 4. VERTICAL LATH A AFrMO% 0 OOL e)IUR�AP WOOD SHEATHING O111tlLD IIWVOr ® lFq,p "Ip11p rFT.A OR CMU FT. A d. cR1An r rr.6 >.arAa . FT.6 WRB LAYER M, : • �. C ;, STUCCO WRAP (FRAME ONLY) ♦P"Irt. C OqR F(. r.0 Tv'°" ® ® is THICK, 3 COAT CEMENT PLASTER , 1/1'COAT LEGEND CEMENT PLASTERLASTER (CMU) METAL LATH (FRAME ONLY) o r4 0 LAP UPS 4 TAPE OVER DRAINAGE PLANE (WRB ROOFNJALL SCREED morrom "MRIda,,, LAYER 1*1, STUCCO WRAP) "SAL P". oQ E OLIT. THIac�4WNG 3COAATc�n z S'XS' 'L' TYPE CONTINUOUS k6FU6R(aIURB LAYER 02 IFORTIFIBER IiTCOAT Z GALV.METALFLASHI (NAIL TO ROOF DECK NOT BUILDING PAPER) Wo urea a. ! FOWrW40 WALL SHEATHING) OIIILDINS FAPe flIHME aMLATER 'L CAP SHINGLE - DO NOT NAIL, METAL LATH x—x—x—x Wallis AMs OP OULOw aAF INSTALL WITH ROOF CEMENT Ilk 3 1J 1AsJ C 6 . Mai HVHDIV to LOT ABBOTT PARK LOT #2 BLK #9 PROJECT## 0 181,000 02091 ]MODEL: 4EBB "1828—CALI" GARAGE ElTI►WG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C '+L 1oI�vaNAH�wowt/ANaa.trraP ' STUCCO '�. MP PtlMS7TIP1•S » I w •� man cm yv ROOF CEMENT WOOD OR 1/16" ZIP WALL g w.Is" KAIa" y I ROOF PER ELEVATIONS SHEATHING O ICpC-0ai RA.IM (r 2. I SELF—ADHESIVE FLASHING — — — — — 3 NOTE METAL LATH: LATH TO BE PER SECTION "Ta TIONT "SAL (oleo on yf- R103.1.1 / ASTM C-041-14a, MIN. 2.5 L56. P AK PER SQ. YARD (UTILITY OR NOMINAL CAXab1/4 =e/o" ollr oar. or.a.P Y. 4mw "L" FLASHING LATH DOES NOT MEET SPECIFICATIONS) a�ET FAYINOGIWC WA1 INSTALL W SELF-ADHERIG MEMBRANE FLASHING OVER TOP, BOWS) AND DOITGMI FLANGES OF NON -MOVABLE FRAME OF THE 0>6-k ST. SEGiL�*r'Q OF FLASHMG TO BE, .X'. L BOTTOM. 2. SIDES. S. TOP VENT CAP IS TO 17E SET IN EED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 18 TO BE TOOLED 80 AS TO DEFLECT ' WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND r VENT -APPLY SEALANT ALL i.� JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO OltLAALRONDL SIDES, Al CAULKRJCs • JOINT AL I i I I PER SECTION _ FSAnlor�ald� BACKER ROD I I Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-1 Bb. 1 Installation of exterior lathing and framing shall comply with ASTM C 1063-19a, WRB LAYER 9. or ASTM 1787. STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 4,"1IFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) SHEATHINS LAYER 4, FORTFIBER ir 51,11L OMG PAPER WOOD CONDTUCTL� METAL LATH S• CM vMYL CASSIG BEAD .. W RAISED BAND 6' 11110E STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 150CM APPLYING Z FLASHMG STOPS 1llMtlR OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (U)RB LAYER 01, STUCCO WRAP) UJRB LAYER 02 (FORTIFIBER — - — - — M — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD OR 1/16' ZIP WALL SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-14a, MIN. 25 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) FINISH 6' SELF ADHESIVE WOOD CONSTRUCTION OVER TOP 4 SIDES SELF WOOD SHEATHING FLASHING low WRB LAYER •I, UNIT STUCCO WRAP tPREMANW. DRYER VENT CAP (SET IN CONT. SEALANT) WRB LAYER 02, FORTIFIBER BUILDING PAPER SEALANT + TOP 4 SIDES THICK, 3 GOAT CEMENT WOOD SHEATHING P PLASTER STUCCO w~ D DRYER 6 B VENT (BLOCK) 7j' TO ' MID -WALL I'S LAYER •!FORTFIBER BUILD � WEEP SCREED METALLATH CONSTRICTIONI•� �+oW 6' SELF-ADHESIVE W1SIM TO WOOD STRUCTURAL MEMISER • r oC MAX FLASHING a' CMU BUILDING PAPER 'GNIICIG WOOD FRAMED ovER WALL HORIZONTAL WEEP SCREED ' PIPE THROUGH / gI,gLL� ( FRAME TO FRAMES f' IUDe STRIP WLF A04- N S FLASHING, CLEAN I \ r MASONRY BNFORE APPLYING S' SELF ADHESIVE FLASHING (INSTALL HORIZONTAL WEEP SCREED PER MANUF. SPECS.) ® (FRAME TO BLOCK) BUILDING PAPER UNDER 'WICK FLASH' 8' A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL MOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM — "' " " �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN STUCCO IURAP APPROVED HOUSEWRAP INSTALLATION FOR BOX CUT 'A' INTO UIRB LAYER M ADHE SELF- RING STUCCO WRAP MEMBRAHE FLASHING APPLY SELF -ADHERING WOOD SHEATHING I'E1` R FLASHING OVER BOX AND OVER .............. APPROVED WRB LAYER ^ STEP 01 STEP 02 APPROVED HOUSEWRAP AY lRB ULAYER $1 BELOW STUCCO WRAP CUT SUCH THAT 9 APPLY 6O MIN SELF-ADHERNG NO MEMBRANE _ GRADE 'D' FELT L MEMBRANE FLASHING ENTERS BOX, OVER APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER APROVED HOU8EWRAP UPS LAYER 02, FORTIF15ER BUILDING PAPER STEP #3 STEP 1*4 APPLY E-Z DEAD OVER 60 MIN GRADE D. FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEW #S STEP 00 l 9 ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD.'. LONGWOOD,FL32750 PH: 407.774.6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 J ounDIV. Ae LOT, ABBOTT PARK LOT #2 BLK. #9 P1ROdECT# 04181.000-02091 MODELA 4EBB n n 1828-CALI GARAGE L IMMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 3RH EXAC WOOD -� CONSTRUCTION V HAT CHANBL W9L' TYPE 'A' DRYWALL WOOD SHEATHIING WRB LAYER M, STUCCO WNEAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER STUCCO m UPS LAYER 01, STUCCO WRAP WRB LAYER 02, PORI9FIBER BUILDING PAPER BIC 3 COAT CEMENT TER 6' SAP. • TOP CF WEEP SCREED TO SHEATHING. ME14NO WEEP SCREED 12 6' SELF-ADHERENG K ASHNG WRAPPED `. •� • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 41, �� STUCCO WRAP i WRB LAYER 4, FORTIFIBER BUILDING PAPER r• SELF-ADHEREING / FLASHING WRAPPED P CORNER OF CANTILEVER GAP N FIELD — 1 (SHOWW FOR CLARIFICATION OF SEPARATE ACCE860RU ONLY) CASING BEAD 10A DTL. ® CANT. SCALE. 1 1/2'•1*-4D' NOTE - METAL LATH- LATH TO BE PER SECTION R'103,1.1 / ASTM C-641-14a, MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER h 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL- BARRIER 42 VINYL CASING BEAD THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/TEXT)RED 4 PANTED WOOD &eATHNG FINISH PL IMICK 3 COAT CEMENT (2) 2x12 HEADER VINYL CASING BEAD -/ G NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INS TALLATIO N WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER 7 VINYL CASING BEAD J' THICK 3 COAT CEMENT PLASTER S/S' TYPE 'X' DRYWALL METAL LATH W/rEXTLRED 4 PANTED WOOD SHEATHING FINISH THICK. 3 COAT CEMENT HEADERAWAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN MOM WEEP N BREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACC 66MIES ONLY) @MLP EDGE INSTALLATION EXr. Blom PRAM WALL SUS49L00R DECKM PRE-10"D Tmm WSAT14E1R SAPARM01 M47MR IRMr BARRIER h 3 COAT 01511 i METAL LATH WOOD SHEATHNS— (SHOM FOR SEPARATE AC COLUMN SHEATHING THEN RESISTIVE BARRIER N BIER �818TIVE - 6' SAF. \ TRIES PEEL 4 STICK et I Ya x3' 'L' FLASHING FULLY EMBEDDED s N ROOF CEMENT I V X W 26 GA, GAL METAL DRIP EDGE X' GAP FOR BACKER SET N FULL END OI EXTBtlOR GRADE ROD 4 SEALANT SEALANT, , MIN. Ow WALL s SPACE PROM DRIP FACE TO TREK I' THICK 3 COAT c:E'IE4r VINYL CASING BEAD PLASTER 40 WATER PROOFNG VINYL CIAAbm Mr'AQ LAYER (2 LAYER PEEL ON OF 4 STICK) 'a ONLY) PEEL 4 STICK �. 6U6 PLOOR / 0 ANTILEVER DRIP EDGE PNISH LAYER (2 LAYER 3' X 3126 GA GALV. PEEL 4 STI METAL DRIP EDGE SET N FULL DIED OF 6. PEEL 4 SEALANr,K• MN, SICK a DRIP SPACE PROM DRIP EDGE TO now TO TRFJc DECK TROD 44 SEALANTAP WOODI R OD ( P.T. Oqw-LILAT=mp WOOD (TRW WATER PRDO!'WEATHER RL'BUSTIVE LAYER (2 LAYABARRIER «STICK) WRAPP�T OR RRESISTIVE r DEC CANT'ILE%lm PEEL 4 STICK P DECK hEhbRANE, 7P �TKKOODOR F� OVER DRIP ®® 3' X 3. 26 GA GALV. METAL DRIP EDGE SET N KILL EED OF CONTINUOUS nwe i� ;� UTFOR VINYL :A&NG BRAD 4 SEALANT WATER PROOFING Ise FNIBH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT DA< DECK TO HAT CHANNEL i' TRACK 3 COAT CEMENT PLASTER METAL LATH W/TEAURED 4 PANTED / DAtddEl! .,j FINISH WEATHER RB PLTWICK 1E 3 COAT C@9E�R FANNER 4 ai4J�1T1 1� 1E c VINYL COR.lR BEAD VINYL CASING, BEAD NO GAP N PIELD (BHOILN FOR CLARFCATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11 EDGE INSTALLATION Y4 GAP FOR SEALANT OPT. BACKER ROD. MODIFIED w SA RESILIENT HAT C 44NWL IWKE)(TINRED 4 PANTED FINISH 1WC3 COAT CEMENT WEATHER I�RESISTIVE BAKER WEATHER RESISTIVE BARRIER 42 EXTERIOR SWEATHCOLUM" COLUMN SFEATHI4G LE G E N D 6' SAP. IYaW''L'M45HM DRAINAGE PLANE (WRB FULLY EMBEDDED IN mom CEMENT LAYER 01, STUCCO WRAP) IV X 3' 26 GA GALV. METAL DRIP EDGE WRB LAYER 02 (FORTIFIBER ...... — — SET N PULL BED OF SEALANT, & MIN. WILDING PAPER) SPACE FROM DRIP rFACETTOAe eEAD METAL LATH x—x—x—x WATER PROOFING us LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM STUCCO BALCONY DECK. TO J* WOOD OR ll16' ZIP WALL lUICEr+=R 3 GOAT CEMENT SHEATHING METAL LATH WOODSEATHING I SELF-ADHESIVE FLASHING. VINYL CORiWaR BEAD J / (SHOWN FOR CLARIFICATION OF vEEyE yty4JY7gWOQ J SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11C EDGE INSTALLATION* COLUMN (W/"L" FLASHING) SCALE, NTS WOOD SHEATHING WPM LAYER M, — STUCCO WRAP 2x PRAMNS MEMBER i' THICK, 3 COAT CEMENT PLASTER 21/2, CONNEB READ FASTENED TO SHEATHING .a,...-» • 1' Or- MAX. 5 UARB LAYER 61, STUCCO WRAP WOOD BHEATHNG METAL LATH WPM LAYER R, FORTIFIBER BUILDNG PAPER SPRHER BEAD tee FRAME 2 1/2' CORNER BEAD (FASTENER 4 SPACING A CMU 1/2' THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 p�CORNER BEAD � BLOCK WRB LAYER 42, FORTIFIBER BUILDING PAPER—\ METAL LATH i' THICK, 3 COAT CEMENT\ PLASTER FLASHING WINDOW FLANGE BTUC7 WRB LAYE BUILDING METAL LA a' THICK 2 PLASTER WSELF-< FLASHING DRIP Ce WINDOW , ..... 15B CASING BEAD ® WINDOW (FRAME, NO BAND SHEATHING WRS LAYER 01, I STUCCO WRAP UPS LAYER *2, FORTIFISER BUILDING PAPER lo METAL LATH J' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) 1441 N. RONALD REAGAN BLVD.'. LONG WOOD, FL 32750 PH: 407-774.6078 FAX, 407-774.4078 www.abdesigngmp.com AA 0: 0003325 J P� � 3101� M )'i GAP TYP i' THICK 3 COAT CEMENT LEGEND wooD SHEATHING oastrN �eEETLATH MAD IM METAL TER IX TRIM MEMBER WRS LAYER 01, a STUCCO TO STUCCO WRAP SIDING TRANSITION WOOD SF�ATHMG UM LAYER 42, FORTIFIBER DRAINAGE PLANE (WRB WOOD SHEATHING BUILDMG PAPER LAYER 01, STUCCO WRAP) WPM LAYER 02,SIDING, FJRTIFISER WRB LAYER 02 (FORTIFIBER — • — • — - — BUILDING PAPER t WRB LAYER el, BUILDING PAPER) METAL LATH STUCCO WRAP METAL LATH x—x—x—x i' THICK, 3 COAT CEMENT WRB LAYER 02, FORTIFIBER 6 �YER wRB LAYER STUCCO PLASTER BUILDING PAPER STUCCO wRaP WOOD OR 1/16, ZIP WALL 6'SELF-ADHERING METAL LATH CASING BEAD SHEATHING FLASHING VINYL ANGLED EXPLODED �` THICK, 3 COAT CEMENT FLU GSELF-ADHESIVE FLASHING OR PEEL4 STICK — CASING BEAD VIEW FOR PLASTER CLARITY) SIDING TO STUCCO CASING BEAD , ;,,---------------------- —--------------------------------------------------------- -- - - DRIP CAP (CROSS SECTION) �� SEALANT PLASTTEER3 GOAT CEMENT----------- WINDOW FLANGE UAW LL.AAYER M, /� METAL LATHSTU; VINYL ANGLED WOOD 1 , CASING BEAD 3 ' Womb i 3 , ul000 SNeATNw , `•� t.,.�...4� . � UNATNER RESISTIVE WRS LAYER 4, FORTPISER r,.': I mNORRR� i I BUILDJJCS PAPER . = u�Aneitrorne ♦�� i WINDOW FRAME i \ WRS LAYER 42, FORTIRISER i METAL LATH T LAP slow 1 \ .: OJ �1SFR>�.AL BUILDING PAPER ' PLASTERS COAT CEMENT f!*:,•'.. ,4pNE�1N° f �\ ! �� er E-Z BEAD VINYL CASING STARTER STNP / \ ' WlATFOR �bT^E I (W/ 'FLEXIBLE PVC BACKER ROD) i a. 6'SELF-ADHERING, '. \ \ °A1tl"� ° i RIOL FLASHING -•.: •:t \ �' GALV'D METAL i DRIP CAP T VV METAL Tiw ' WRB LAYER h, STUCCO WRAP, �s� ; WRAPPED AROUND FRAMING MEMBER WINDOW FLANGE I CASMI CASING BEAD ® WINDOW `� ; `, j e' SELF ADHESIVE FLASHING (FRAME, W/BAND) .; `: "k WOOD SHEATHING —AL i ��y ; 2X FRAMING 15C '�, {: °"' '�EM�R DETAIL BELOW EXPLODED SIDING TO STUCCO FOR CLARITY ® BLOCK TO FRAME ------------------------------------------ 9 TRANSITION ---------------------------------------------- ------------------------------------------------ Ya' GAF TYP ii' THICK, 3 COAT CEMENT - WOOD SHEATHINCs NOTE: CASING BEAD PLASTER METAL LATH: LATH TO BE PER SECTION SEALANT TO WINDOW METAL LATH R103.1.1 / ASTM C-S41-14a, MIN. 2S LBS. { ; METAL LATH PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I WRB LAYER 02, FORTIFIBER I WRI5 LAYER 01, I WINDOW FRAME BUILDING PAPER WOOD SHEATHING STSTUCCO WRAP WOOD SHEATHING I I 00 LAYER ►2, FORTINISER ®E,oNo T "0N s' xLF-A044 n ; I BUILDING PAPER WRB LAYER 01 11 EAT N YAW uEaTNER RESlsrne i' THICK, 3 COAT CEMENT E STUCCO WRAP //LUEAT141OR"ITM D�Aia M 91TO LAP i � '• PLASTER i I"FAM VE is rni A70rETorWRB LAYER 02, FORTIF15ER x" °1D— "'VINYL ANGLED i BUILDING PAPER e•!!L7• ADVINlw a DAAiaa�ER'�61°T'� WRB LAYER 01, r. gSING BEAD R ae►In+G I STUCCO WRAP ' METAL LATH \ / ISAM 02 VINYL CASING SEAD i STAR" STRIP QALV'P METAL I (EXPLODED a � THICK, 3 COAT CEMENTiloll� I I rPLAeNw 6' WIDE PEEL I STICK , VIEW FOR PLASTER \ ; WINDOW FLANGE OVER FLANGE CLARITY) GALVT) METAL �� WFATNM RMIeTNE 1 'Z rLneNw ISAINM 01 , E-Z BEAD VINYL CASING I e' AN" E TG x e` a z• n.ASNM I 2X FRAMING (wl%l FLEXIBLE PVC BACKER ROD) I E:z °Sao eAN.n I s (IMLE rve TA j� • S i MEMBER APPLY FULL BED OF SEALANT BETWEEN i BACKER RRM) \ % ' 600-APHEF0 G ,\ i WRAP CASING BEAD C9) RAISED "a Iew FLANGE 1 BUILD ��� I "�4°"� Awxw BUILDING GOP ; 1 r7 A BAND (FRAME) �LA.COe \ OR ArrROvED SEALANT ---- WRAP - — - --r-- - --- �IeTIYE , .. UISATNIPt IPON"TIVE MAINUMSCALE: I I)2' • I'-0' uEarNER RZNerPA e.z ee.o vu.t eeesn EAIltltlBe n I RODS) Pvc ® (DING TO STUCCO FRAME TO FRAME WAIN "� /� E Z BEAD WINDOW CASING TRANSITION H X avBDty ee LOT ABBOTT PARK LOT #2 BLK. #9 PROJWT* 04181.000-02091 3[ODEIc 4EBB "1828-CALI" GAPAGE 8WMG: RIGHT PAGW. WALL ASSEMBLY DETAILS 160 MPH EXP. C SE TARN IN KEERNG T E VENT RIOPERLY I',E*N - SHOVN IN r GALVANZED AUMED. VENT PIPE IS SEALED IF UTU=. NAIL IN RAGE USING I_ EACH CORDOFlNG NAILS AT RNER. CENENT SHOIAD SE APPLIED M ALL SHINME EDDES NEMTE B CUTOUT THE —NE. VENT OPEHNG IN TIE ROOF WTER EOpE AND MOUND TK ENDRE PERMETER AS RECOMMENDED INSEVERE WEATHER COASTAL SHEATHING. SIZE THE MEHNG IN ACCORDAME WRH THE CONBTRUCTIONZCNES. CHMT SHOWN, IN THE EVENTA MECHAMCAL VENT FM IS USED, SIZE THE VENT OPENING IN ACCORDANCE WI VENT FAN MANUFACTURE'S RRM CON =M INSIRUCTION3. OO NOT CUT INTO MUSSfi9 OR RAFTERS NMEN CUf11N0 T£ OPEMND IN THEROOF. f"" RE� INTERFERING SHINGLE NAILS ARCUND ITE PERIMETERVENT LATI THE OPEHING SO TIWT TK NAILING RANGE OF TIE YB FIAT TO THE ROOF SKATHNG. SLIDE THE TOP AND SIDE FLANGES aF 11iE VENT W AND UFAER VENT FLANGE6 TO LAY ON 8HNTM THE SHIIESOTTOM THE TOP OF THE SHINGLES. ROOF HOOD VENT DETAIL MJDM M-*&M MN. RDOoI.e RAS/Nlb DO NOT SEAL oarrCM FN STEP 6 "Ar I Somm clummo AP (a! XK RAP UNDNU t WRAP PCLD N AT SLoPe a" RO. TO COMM STEP 2 STEP 7 ALM RAM" GF Mr. Rom Q SILL ".. INSTALL DI✓r01ET RAA 7M PLUMBING VENT DETAILS !*TALL r' woe APHN" - sACK® R.RXN" RASNW MATONAL 0IOW DRIP CAP JOINT(PROTlCTO-~ AT-?ood, w NOW) `"kQ0 STEP 8 WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) SCALE: NTS STEP 9 SB'MADE VALL "Ep HNG 10 FASTNEMWITSN Sq ORfEAWER FELT COF CENIEQIK %TRA FASINER6IN UNDERLAYMENT 1 ` EMD WNGLE II NDENDSHNM ASPHALT AT LEAST 1r SEYOM VALLEYCENTERUK ROOPWG CEMENT % 'p.IPPEDOFF CORNER AT' pEOREI -SHINGLES TREMAED r SACN — F VALLEY CENTERLINE ROOF VALLEY DETAIL APPLY oN WN (0 150 AL) SeALAW - —AAwm((L� R u eQ Rc w GLOM NLL To ex rr N TIE =WACTOIM IEMOIMIOILTY TO VQRPY UO Ca'IPA MU nY OF ALL PR==U OMM M WOWS~ GRALANrs tSSLF-ADIEIslM N.A6WM tlATERIJLL.i I DISOM COFMTRJCTNIN. . **TALL ALL MA70MALS PAR MANIPACn AIM wmrmN SPpCR9CATI0:00 WgRftff� MAY FWACT ADVIRNLY P NC? EM AND REAL JAMTO SILL JOINTS WITH DOIW 1M FOLL0I1IN6 COMPLETION OF IlDCrIERIOR RETROMT WORK REPAIR BCF#'P'E SHOWN SHALL OE 11PLE111ENM AT ALL WINI U WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENMG INTERIOR PERIMETER OIS WINDOW WITH SEALMrt t It IS"CONTACTORS fAMV- S LTY TO VERPY IiE COM'ATMIT' OF ALL PRODUCTS NCUARb SOALANTS . MJ'ADIERkM RASHRM MATMALS LOW Pumm COFMIRlCTIOIL 2. R.MNDM AT OCTINUa WC OM AND DOOR OPHMMS SHALL of NNAL= N ACCORDANCE WrM MIWlACIIIAM S INSTALLATION SMnk=rl * AND APPROVCD METFIOD U OF MC WMA U N ACCCWAN= WrfW N WIRAT10N MANIMCTUMM ►MTA J.AlWN AND M ASHM INSTwlanctZ W MIk SEALANTS MAY REACT ADtTIMMY P NM CQlA"K& WALL FLASHING INSTALLATION DETAIL (MASONRY) SCAJ E. tm i44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.8078 FAX:407-774-4078 www.abdosigngroup.eom AA 8: 000332E gou=ly a. LOT ABBOTT PARK LOT #2 BLK. #9 PROJMCT# 04181.000-02091 MODELA 4EBB "1828-CALL" GARAGR 01WING: RIGHT PAGR: WALL ASSEMBLY DETAILS 160 in EXP. C 13 D � 5/08/21 sCALm 1/4"=1'-0" WA5 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 $TICK METAL FASCIA WRAP DRIP EDGE �1\\ I\ 1/5' TEXTURED I \ FINISH 5 WOOD I \\ 2X6 SM 1/2' TEXTURED \ FINISH a CMU / \ METAL FASCIA \\ WRAP Ys' FROM \ STUCCO, 1' FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION ®i�LAN A �tl ©FLAN S —ROOF KICK OUT REMOVED \\ FOR CLARITY T ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) • VS' TEMURED FINISH • WOOD, in, TEXTURED FINISH • CM METAL LATH WOOD SHEATHING OR Cm WRS LATER 01, STUCCO WRAP(FRAME ONLY) •WRD LAYER 02, FOR WISER BUILDING PAPER (FRAME ONLY) RoOFm CEMENT DRIP EDGE METAL KICK OUT 1-1/8' TEXTURED FINISH ++a / WOOD, 1/2' TEXTURED FINISH * CMU 2x6 SUB -BAND W/I'x4' NOTCH s s END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND Wl%'x4' NOTCH o END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL x x x x V. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL® WALL W/KICK- OUT IkME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL < STICK •ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIVx4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774.6078 FAX: 407-7744078 www. a bd osigngrou p.com AA #: 0003326 14 p q o i a 044 eveasag L_ v om ABBOTT PARK LOT #2 BLK. #9 PROJECT# 04181.000-02091 icoaE=s 4EBB "1828-CALI" GARAGE >lWUM- RIGHT PAGE: WALL ASSEMBLY DETAILS 160 H E , C 1 glCALE: 1/4"=l'-0" 1 11'•0" 28'-8" '•4" 9'-8" 9'•8" 16-10" 3'-4" 36'-2" 3'-6" S TT O d SLAB • _ —FM-12X12 fM-12X18— — — — i 4"GONG. f, r•; � a SLAB I� aw O +3112" 1--0" LF-24X24 'rr l 10 101-0"ri r f, rf ,f r 1 FM-12X18 TEND SLAB 1 1/7' 4„ PVC f f 1A CHASE�ff lilt f�f to 1 f� , 1 r I r I f'r Tom_ SLAB ff r' • I r ,r , f'f I f�'r • rf I ;fr ,f I 1 to b +• - ---------- TE-1 IN 112'-8" 1T 8" I 'I I m 1; 1-EXTEND SIM. SLAB 1 1/2" 1A 2 �4" CONC. LL� ro FM-12X18 tI I SLAB awl tA al SLAM.01 �*311/z. I a 3,-5„ fii/7'2 *71/2" 1 1A + >,> L FM-12X18 _ .J - MC12X18 FM-12X18 FMC -12X18 4 4 3'-10" 2'4" 16'4' 2'4„ 21'-4" 14'-0" 4'-4" FOUNDATION PLAN SCALE: 1/4" = 1'-0" ►1w z D OCL T rn FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +44% SEE SURVEY PLOT FOR NAVD. S. 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 112" FELT PAPER AT THE JOINT. 7, COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL. DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. I I.IMNDICATES #5 BAR, ®INDICATES 06 BAR,MINDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6.36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN, ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH TMS 4021602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/802-16, USING: Pm = 2,000 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 18. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-D" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2020 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 7th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS W1.4xW1.4 OVER GENERAL 3 1/2' 16.6 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH N LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 6" SEE PLAN 101, - s FM-12x12 12, CONTINUOUS 17, - (2)#51s FM-12x18 17' CONTINUOUS 18" (2) #6s FM-1Sx18 16, CONTINUOUS 18" - () 's +011. FMC-1208 17' CONTINUOUS 18" - (2)#5'1 VARIES F-24x24 24" 24" 17 s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebdesigngroup.com AA #: 0003326 g ggqy 'Pill" C s iLLJ musDIV. Ag LOT: ABBOTT PARK LOT #2 BLK. #9 PRO"== 04181.00 -02091 MODEL: 4EBB "1828-CALI" GARAGE 977D RIGHT PAGE: FOUNDATION PLAN 160 NPV EX& C 30" MIN. EACH WAY MONOLITHIC FOOTING g STEEL REINFORCING IN GROUTED Z "e STEEL REINFORCING IN GROUTED {rT` r •• ,' CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND .�.rI 11 ' '•!� • •. ' p� •- SPACING REQUIREMENTS SPACING REQUIREMENTS . {I '— — m {' GARAGE DOOR Q w U W 1#.r...r._,.p-.,: • w RECESS of U a y I p + LFM " r S� m CL Z io 8"CMU WALL O 8" CMU WALL • . 1 CORNER BARS, SAME SIZE AS LARGER BAR I I W W g" O `io' b Z IN FOUNDATION WITH 30" LEG EACH w = +- •-0" O • WAY AT ALL CHANGES IN DIRECTIONS y - TOP OF SLAB 70P OF SLAB SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS ' `+ • •• _ MATCH AMOUNT OF CONTINUOUS BARS •I • CURB FOR • • 4 EXT. PORCH SLAB BEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. 4"CHAMFER (1STORY) #3 18" : �� - EXT. PORCH SLAB - VARIES SEE SLAB SCHEDULE TOP OF GARAGE .'•I� I� , u •"a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '' MASONRY UNITS SET rip, AT ELEV: W/ 12" ISOLATION JOINT (WHERE ' 4•. •� 8" CHAMFER (2STORV) #4 24" W/ V2" ISOLATION IL. . • 4" CHAMFER (I -STORY) 8"CHAMFER (2STORY)% p-0, APPLICABLE) Z SEE SCHEDULE #5 30" JOINT (VMERE /! i APPLICABLE) 2 4 EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WxD, BAR SIZE ##8T FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCAlE:3/4'=1'0 @ GARAGE SCALE:3/4"=V-T 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3!4"=1'-0" SCALE: 3/4"=1'-fY' ? (1) #5 REBAR VERTICALLY W/ CONC. g U POURED CELL a d 8 CMU LAP TOP PLATE A MIN. OF 48" a. y AND NAIL W/ 16d COMMON 911 #4 REBAR �24" O.C. @ CENTER OF NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT g SLAB LAP TO OCCUR OVER STUD OF WALL W/ PLAN Om Z a w w01 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING O` U W IL WALL W/ SYP I 2"CAPPED O NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ GALVANIZED PIPE W/FLANGE ® BASE O 0. SECURED W12- PART 4 g EPDXY. MIN. EMBED SPACING, SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP 1/2'k9" WEDGE ANCHOR W/ 2' •..-4• 4 Q 8", LINO Q 0 FOLLOW ALL MANF. PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/'Z' EMBED. MIN. 0216" OC W ill 4" CONC., REINF. W/ I M S SPECIFICATIONS FOR SIMPSON SPH4 OR SPH6 MAX. 1- f 'x5' #10 VWVM ON CO Q USE AND = m I BTM AND TOP PLATE ANCHORS W/ 1 1/Z' 2 y MIL POLY ETHYLENE SECURE FLANGE TO SLAB W/(4) 1/4" X 21M" I- eo PREPARATION OF O `T HOLE. S FILL COMMON NAILS FILL ALL w�� -0VAPOR BARRIER ON J'I TAPCONS 2 HOLES, DO NOT USE 10d S Q • WELL -COMPACTED x 3" BEE SLAB SCHEDULE CLEAN FILL TERMITE Q TREATMENT SHALL BE 4 m Q +- 0'-0" t' BORA-CARE �u�• �PQ- TOP OF SLAB 4.i a�� ' (2) CONT. #4 REBAR'-� 4"CHAMFER (1-STORY) •' •. • f 5' CHAMFER (2-STORY) , 4.� ' 4 (2) #5 REBAR ON CHAIRS • • DEPTH INTO Z 2,000 PSF VIRGIN SOIL OR 95% EQ. EQ. EE SCHEDULE V IRGMIN. VIN OR ENGINEERED SOIL g MU COMPACTED SOIL FOR WXD, BAR SIZE SLAB HEIGHT LESS THAN 31, PER PLAN BOLLARD J ADDING BAR TO AND BAR QUANTITY EXTERIOR MONO DEEP SCALE: 3/4"=1'-0' MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL FOOTING W/ BLOCK WALL C V SCALE:3l4"=1'-0 BQALE:3/a"=ra' (W/ UPLIFT) 1A SCALE: 3/4"=T-0" LAP TOP PLATE A MIN. OF 49' AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TOP PLATE A MIN. OF 48' LAP TO OCCUR OVER STUD OF WALL W/ PLAN AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND 2x4 OR 2K8 WOOD BEARING PROVIDE BLOCKING LAP TO OCCUR OVER STUD Of WALL W/ PLAN SPACING REQUIREMENTS WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING Z g BTM. PLATE TO BE PT. WALL W/ SYP No 2 STUDS SEE g a PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO O SLAB W/tOd MASONRY BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10tl MASONRY NAIL m w NAIL 15' O/C STAGGERED, 16" O/C STAGGERED. ADDITIONAL METAL ADDITIONAL METAL ro J v CONNECTORS NOT CONNECTORS NOT IL y WHEN NO REQUIRED WHEN 8" CMU WALL toUPLIFT IS PRESENT. SLAB SCHEDULE UPLIFT IS PRESENT. � Z +-0'-0" " POURED LINTEL CONT. (TYP.) ,. 8" CMU FILLED CELL(TYP.) TOP Of BLAB•'" Ir SEE SLAB SCHEDULE 2X WALL FRAMING + O,-0„ TOP OF SLAB .: [SEE • " t _ Z ,.:. SEE SLAB SCHEDULE 5' : ., n ' 0 Z MINIMUM MSEDMENT I TOTS TOP OF 9LA8'a• "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND '�4_ •��J.. .. 4. F. °'• CENTERED UNDER WALL AND 16'O.C. VERTICALLY MAX • • • POURED MONOLITHICALLY WITH - - FOUNDATION AND SLAB e_� "a •• 4 SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE EQ. EQ, EE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY FOR WxD, BAR SIZE AND BAR QUANTITY Jam. AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO r_._'�INTERIOR CURB FOUNDATION WOOD WALL 11NTERIOR FOUNDATION WOOD WALL FOOTING ' SCALE: 3/4"=T-U (NO UPLIFT) AND COL. PAD SCALE: 3/4' 14' S BLOCK WALL CONNECTION 11 SCALE: 3/4' T-U' BCALE:34"=,'�' (NO UPLIFT) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7746078 FAX: 407-7744078 ww"bdealgngroup.com L AA #: 0003325 J 1 si6q I:j d b m C 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 327W PH: 407-774.8078 FAX 407-7744078 www.a bdesigngroup.00m AA #: 0003325 MOM m LM ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00--02091 MODEr,: 4EBB "1828-CALI" GARAGE i"JWMG: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C DOWEL PLAN SCALE: 7/4" - V-0" TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK -GROUTED BOND BEAM CLEAN OUT REQUIRED FOR INSPECTION w ' 0'-0" FIN. FLR. .,• :tee '. TAER RESAR _ S TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. Z #3 18" `i p 04 24" U #5 30" #6 36" #7 41' HORIZONTAUVERTICAL 0­—REINFORCING SCALE: 3/4"=1'-0" EXT. PORCH SLAB W/ 1/7' ISOLATION JOINT (WHERE APPLICABLE) 6" PVC CHASE - THRU FOOTING Z g STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a rar d' G SPACING REQUIREMENTS COW U Z 8" CMU WALL 00 i 0 M SEE SLAB SCHEDULE ,. 4" CHAMFER (15TORY) 6" CHAMFER(2STORY) Z MATCH STEEL REINFORCEMENT PER SCHEDULE SEE SCHEDULE FOR WXD, BAR SIZE ANDBARQUANTITY PVC CHASE THRU FOOTING 4 Z 0_ BAR SIZE 48 BAR DIN uJ #3 16' U #4 24" #5 30" #7 47' 6" PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE #5BARS a 8" m; 1,-0« ID-i- C.0 UNIT DIMENSIONS a co ARE NOMINAL SIZES MASONRY SYMBOLS 3 SCALE: 3/4"=T-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.a bdesigngroup.com AA M: 0003325 M Igo lit G DAM 5/06/21 9C,&=: 1/4"=1'-0" armor S1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 Wl (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3, ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED, 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL 10. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER 0 16" O.C. 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 12, WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM U-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE RRRRZM INDICATES OPENING BELOW/ T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION I c 1SSIIZE REINFORCEMENT STIRRUPS REMARKS BTM. I TOP MID SIZE SPACING BB! MASONRY 3000 8x8 1 its N/A GROUTED SOLID SEE SHEET S2.2A FOR SAFE LOAD TABLES t tt J ♦9�4�® rr tJtttt ! ! JJ % tt i ! �% JJ 1 ! % tJt ! %OF tJ ! bit. ! ttJ ! ! yt ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ®fb ! LLA ! LL ! W ! ! ! ! F NO, PROVIDE BB1 WHERE ! ! ! ROOF TRUSSES BEAR, TOP ! ! OF WALL EL. V-0", UNO. ! !' ! ! ! ! ! ! ! ! ! tJ �% ! ! t % ! %% tJJ %% Jt a ! t J ! ! 1TOM/OB tt! J ! t,t V-4„ ! ! ! d tJ ! d !° Jt ! ! ! !$a Jt ! ! ! ! % SRFS-lT/OMMB 8F16-lT/OMOB ! q9223=tt t ! ! ! ! ! 8F16 MIN: 1T/OM/1B 17'-4" BTM. OF LINTEL (9 T-0" ABOVE FINISHED GARAGE SLAB LIFT BEAM PLAN SCALE: 114" - 1'-0" 1 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA R: 0003325 FY C Eloll 0 I 4 munDIV. Aa LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00 02091 MODEL: 4EBB "1828—CALI" GARAGE JOWMG: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W! 10' HOOK 30" TYPICAL BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=T-C' NOTES TO THE INSPECTOR/CONTRACTOR TYP, F7c6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL \, PLACE STEEL HEIGHTE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING FOR REINFORCING (L2) 4, THE LA6T COURSE WILL BE A BOND BEAM WITH (1)#6 BAR CONTINUOUS AROUND NG� AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAYBE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A#5 BAR IN EACH COURSE. TYP. 6'k16' jp 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED, THE STEEL O / / REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1#6 / A TOP OF THE LINTEL. �\ `0 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. �` 8 �, p05_rp�G 8x16 DBL BOND TOP OF BOND BEAM EACH COURSE \�G 8x8 BOND BEAM p W/(1)#5 BAR `: BEAM W/ (1) #5:0Fp0;PENING__k I .Y\U = UINFILLEDI GROUT GROUT SOLID FROM NOMINAL LINTEL TO TOP OF BOND WIDTH j# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL#5 BEAM COURSE A\a TGO 16-1 T/1 M! B 8x8 PRECAST CONCRETE .,� NOMINAL—� LINTEL WI (1) f15 BAR (L2) `' Q�LTG HEIGHT #OF #5'S,TOP LENGTH OF BAR=WIDTH OF �.. MASONRY 0 OPENING IT IS THIS ENGINEERSINTENT BOND BEAM COURSE OR n BEAM DESIGNATION THAT XFXX-iTnM OB INDICATES A DOUBLE BOND BEAM #OF #5'S, BOTTOM BxB PRE CAST CONCRETE G SCALE: 3J4"=1'-0 AND XFXX- iT/OM/OB INDICATES ASINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L1) REFER j. IT IS THIS ENGINEERS INTENT AND XUXX-1T/1M/OS INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX - iT/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN)- 2x4 (MIN 2 X 3) I V16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE.300 MIN EMBEDMENT 1 1X') B" FROM EACH END AND 1&' O,C. MAX. MIN 1-14' EMBEDMENT = 3 tl4" 2x6 (MIN 2 X 3) 2-Vl6 TAPCON PRE -CAST •.� OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT I I/lt) 6' SLOPE FROM EACH END AND 16' O.C. MAX. MIN,-19' EMBEDMENT 2x8 (MIN 2X 3)2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING- . 114") B" FROM EACH END AND SECURE TO SHEATHING W! 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END EMBEDMENT TYPICAL MASONRY WINDOW C UWS�BSHEATHING SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 6CALE: 3/4" =1'-0" SINGLE #5 CORNER BAR, 30.30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE 05 BAR AT EACH SIDE STEEL REINF. OF OF ELEVATION BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 SCALE: 3/4'�1'-0" Ii N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-0078 www.abdaslgngroup.com AA #; 0003325 A $ll 6 •�p C a stnmrV. Ag IATs ABBOTT PARK LOT #2 BLK. #9 PItojw 04181,00 -02091 xODala 4EBB "1828—CAU" GARAGM EWDM. RIGHT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) ,Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 10d x 1 1/7' 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. y✓� 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, CJ, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. CA 7. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. CJS 8. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 9. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE 1A SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE 3 1 FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL, 10. PLACE 20 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 PIIS36, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 0 R 11. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END ,A UNLESS OTHERWISE SHOWN DIFFERENT. c 3.1 12. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON It a RATIONAL ANALYSIS. 13. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS y z NOTED OTHERWISE. z TK= MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LES SHALL BE FABRICATED W/ A 2x6 STM. CHORD (MIN.) 2. COORDINATE ANY TRAWCOFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. i Lj MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. O O N 3.1 I 2X4 BLOCKING BETWEEN TRUSSES 24"O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO BRACE TOP OF WALL. q n — N — —b--r— EJ7 n 1 N N N 1C la '1 N N N N n n N N N N 1 ATTACH 4'-0"LONG Dc SCAB TO N TRUSS W/10tl NAILS 6"O.C. N B8N (4" FROM EA. END) N N N N N IINII 999u = A14G essemmo�es�m� =a�saesxa:m mmm�=sem�e eye I I I= I 8 1� I a . .... .... tea® I I 1 I 1 PRBFABftlIJ1T® TRdlImIQ84° AAA1L I I I I I i = eees, a a_ i asm a eves, a e e m� a� e sA� a :_ asm r Bess+ s � e sass+ s s� we e:ms®�:�e:as emma aa�--a— mmmm - — - ---- I I I I I I saga m:assmmeiesam:--- eee - ---a>zQ— - — - .eammaed� I I I I I I aee_m� �ma>ie ee� e�m e� 22"x54„ ATTIC -� ACCESS Ol,.e_.All Owl A, x®r — seezam aa�a ee�alb— to = 1A cc77 L&`� I 3.1 a 3.1 I = 1 a s®m A15 1GE OR FRAMING PLAN SCALE: 1/4"- 1'-0" 101" ,A 3.1 IS N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003326 � 1 M1111, C emm a LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.006 02091 MODS 4EBB "1828—CALL" GARAGE 8WnFG- RIGHT PAGES FRAMING PLAN ,,160APH EXP. C ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFNJALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-0) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9) 10d x 1 �' NAILS TO TRUSS PLYWOOD SHEATHING, SEE 'ROOF/WAUJFLOOR (1) SIMPSON HETA16 HTSM20 9{2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SVP #22' x 4, (4)1/,TO TRUSS AND (4) 1/4" x 21/4" AND SHEATHING x 1 NAILS TO TRUSS (9) 10d x 1 }" NAILS TO 6% 8" x 4'-0" MAY BE ADDED TITEN 2 ANCHORS TO FASTENER SCHEDULE" DBLSTRAP. DBL STRAP, 1 EACH SIDE WRAPS UP AND . GIRDER. PROVIDE 6' W! 10d NAILS, 2 ROWS, 3' CONT POURED LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE C- 1) SIMPSON LGT2 GIRDER TIEDOWN WITH EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1900 UPLIFT (2) SIMPSON (16) 10d x 3 �' NAILS TO GIRDER AND NOTE: APT SYP CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS E ADDED 6', 6' x 4'-0" MAY BE ADDED (2) SIMPSON HETAi6 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' HEAVY UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12)18d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL W/1010tl TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS ANDH S x21/4" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM tx2, 2x WOOD FASCIA SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH x 5"TITEN HD TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W! (3". TO }' x 2 J' TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B41) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ tOtl TRUSSES 24" O/C, 1x2, 2x WOOD FASCIA (2) J" x 5"TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12' O/C FOR REVIEW 2x SECURED W/ (3)16d C42) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. 12) J' x 5'TITEN HD TO CMU AND (18) BIDS *'x 3' lx2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS EAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1Z' O/C SEE SBEAMCHEDULE SOLID, 6' EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, LT70 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LSS, L1430 LBS 12 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 7' COVER & Z' APART C ALLOWABLE UPLIFT= U:2705 LSS(2 PLY) C ALLOWABLE UPLIFT = 88M LBS(2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c SCALE: 3/4 =,'-0 TYPICAL ROOF GIRDER CONNECTOR(S) 2a 2b 2c SCALE 3/4"=1'•0' SCALE: 3/4"=1'-0 GIRDER CONNECTORS) 3/4" T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE No.2 SYP DIAG. 2x4 BLOCKING BETWEEN LSTA1220 GAUGE BRACE W/ (3) 12d Q EA. TRUSSES WHERE W/ 10dx1/2 HOG NAILS TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT 0 EACH END. TOTAL OF 10 COVER 5 TRUSSES) 4'4" O.C. (AT SHEATHING 0'-0" TO 30'4" (1)'W' BRACE SEAMS) FLOOR 30'-1"TO 60'-0 (3)'W' BRACE SECURE a PT. PLATE GIRDER 6'-0" MAX (W/1X4) (1):W BRACE @ CENTER TO BILK W/ 10 DIA OR 10'-0" MAX (W/2X4) (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ Z' FROM CENTER TO END. WASHER SET IN HIGH R ELEVATION ® 2x WOOD FASCIA, STRENGTH EPDXY 6' tx4 DIAGONAL SEE ARCHITECTURAL MIN. EMBED. AT 32' OC 1:1 PRE-ENG FLOOR TRUSS BTM. CHORD MAX. PRE-ENG GABLE TRUSS SECURE8 5/6' GYPSUM BOARD OR 1rZ HIGH BRACING, SEE TCPLLAEGABLE 2TcOg 8 STRENGTH CLG. BOARD PLAMAYFOR NOTBE CATION STIFFBACK (AS PER O.C. MAX SECURE TRUSS TO TOP PLATE w/(2) 0 yy iv a F 7 REQUIRED TRUSS ENG) CONT. 2x4 SECURED W/ 16d TOENAILS (2) 10d'. @ EACH TRUSS N i ME TO BE INSTALLED DOUBLE TOP PLATE HTT4 W/ 5/B" A.B. WITH BTM. CHORD OF 10'-0" O.C. MAX. MIN. 7" EMBEDMENT WOOD ROOF TRUSSES TO SLAB & (18)16d x 2.4 OR 216 WOOD BEARING 2-1/2" NAILS TO POST., WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY SEE SCHEDULE FOR PLANS FOR SPACING. SINGLE ON SLAB BOND BEAM RED. BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/Z' GYP WL liD i • • lx4 BTM. CHORD BRACING 6-0" O/C END WALL OR OTHER • • MAX., OR 2c4 BTM. CHORD BRACING END TYPE CONDITION, IF 4� '� i 10'-0" O/C MAXSECURED W/ (2)10d DEPICTED SEE PLAN • COMMON NAILS AT EACH CHORD INTERSECTION TYP. BTM. CHORD BRACING BLOCK WALL W/ GABLE END 6 7 GIRDER/WOOD POST CONNECTIONS SCALE: 3/4"=1'-0' PRE-ENG'D TRUSS SCALE:34"=1'-0 • .a 5 SCALE:3/4"=1'-0" .• FLOOR TRUSS CONNECTION @ L.B.W. •* SCALE:3/4"=''.a' (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114-D GE>5/B' USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUDOUTER 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ;q� ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLATOR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO F1 AND F2 FORCES. OLE DIAMETER <3/5'D DBL. STUD STUD NOTCHING �4�ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/7'=T0' SCALE:3/4"=T-G' d N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA b: 0003325 4 re sumrv. ae LOT: ABBOTT PARK LOT #2 BLK #9 FROJNOT 04181.00 —02091 MODE19 4EBB "1828—CALI" GARAGE OWING: RIGHT 1 PAGN: DETAILS 160 MPH W. C VTCR SPACING (1) AT EACH END II Idly 2x4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3)12d @ EA 4'-0' OgEAECAT SHTHING SAMS TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1)"X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE �� I Ijlill (1) "X" BRACE @ CENTER "X" PRE-ENG GABLE TRUSS �\ I (2) BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END, UPRIGHTS OVER 4'-10' \� e (AS PER TRUSS ENG) Ilol \ I DI PLYWOOD SHEATHING, SEE J "ROOFAVALLFLOOR •� 0.- SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1X2,2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GALV. COMMON NAILS. TRUSSES @ 24" 010, 1X2 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 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION GABLE END PRE-ENG'D TRUSS n G SCALE: N.T.S. � W/ HIP RETURN 5CALE:3/4'L,'-0" PRE-ENG GABLE TRUSS—��g¢.... 2X4 BLOCKING BETWEEN TRUSSES —� �--- -0 AT FIRST TWO BAYS 4'" O.C. (AT 0 PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O.C. NOT SHOWN FOR CLARITY) MAX O 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 216 PT. PLATE TO BLK W/ TRUSS PLAN W/ 12" DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH 1 STRENGTH EPDXY 6" MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 6" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/(2)10d's @ EACH TRUSS TO BE INSTALLED @ 104" O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0 1441 N. RONALD REAGA 4 BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 I� FAX:407-7744078 www.abdesigngroup.com AA S: 0003325 F 9 T�o a 9VHDIV /a LOT: ABBOTT PARK LOT #2 BLK #9 PROJECT 04181.00- 02091 MODEU 4EBB "1828-CALI" GARAGE DWING: RIGHT PAGE: DETAILS 160 MPH . C r] q GABLE-� 1 iF--�F MP Roof iF W ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-16 ZONE 1 = 52.70 PSF (6270) ZONE 3 = 60.50 PSF (70.50) ZONE 2e = 60.50 PSF (715o) ZONE 3e = 69.80 PSF (79.80) ZONE 2n = 69.80 PSF (70.80) ZONE 3r = 83.80 PSF (93.80) ZONE 2r = 69.80 PSF (79.80) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 160 MPH EXPOSURE CATEGORY: "C" RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT: +/- 0.18 NOW FOR ASPHALT SHINGLE ROOF, USE MIN 19/32" STRUCTURAL SHEATHING EXP 1 (40t2O), FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 19/32' STRUCTURAL SHEATHING EXP 1 (40/20).(SEE TABLE FOR FIELD AND EDGE SPACING) SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 10d RING SHANK GUN NAILS 0 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE SIZE HEAD LENGTH DIA. TENSILE STR. SHANK ASTM tOd RING SHANK, 21/2' 0.131 1667 HANK 170,000 RING (16-20 RINGS RSRS-03 Sd RING SHANK, 2 3/6' 0.113 F1667 SCREW SHANK PER INCH) RSRS-01 ad RING SHANK, PNEUMATIC 2 3/8" 0.113 F1667 SCREW.AILS RSRS-01 KAF I tK UK 1 KU,J ROOF SHEATHING EXTERIOR SHEATHING USE lrZ' CDX OR 7/16' O.S.B. PLY WITH ad RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL U BUILDING LENGTH U ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING ZONE 1: 10d NAILS 0 4" O.C. ON EDGE AND 6' O.C. IN FIELD ZONE 2e, 2n, 2, 1 Od NAILS ® 4" O.C. ON EDGE AND 4" O.C. IN FIELD ZONE 3,3e, 3r 10d NAILS a 4" O.C. ON EDGE AND 4" O.C. IN FIELD HM ROOF SHEATHING THICKNESS WAS CALCULATED AND ADHERES TO ASCE 7-16 ad RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES rn a z� W Y Q U Z Zw Z 0'W Y Li V) O 8 L� Sw W U W Y w O p O tN 6 f9 NOFM GABLES -DROP GABLE END & (1) ADUL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER NBLOCKING 01S'O.C. IF NO DROPPED GABLE END, ATTACH 2X4 #2 SYP BLOCKING ® 16" O.C. FIRST 4 BAYS W/(2)12d NAILS EA END. ATTACH ROOF SHEATHING TO RAFTERS 2/ BLOCKING PER NAILING SCHEDULE tOd RING SHANK GUN NAILS SEE "ROOF SHEATHING ATTACHMENT' TABLE FOR FIELD SPACING (-#S 2' DECK SCREWS 0 6'-0" O.C. MAX EQGES & 12' O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33fC33M. MAXIMUM AGGREGATE SIZE SHALL BE 314'. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION MATH JOB SPECIFICATIONS AND PROVIDE 3%AIR ENTRWNED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED NC. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2020, 7th EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE N0.2 OR BETTER. Fb=1100 PSI AND MODULUS OF FOR STRUCTURAL CONCRETE, TMS 402/802-16 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY 1,400,OW PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2018, ASCE 7-16 AND RISC SPECIFICATIONS DRAWINGS. SEAMS LMPEDB INCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 LATEST N DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT EDITION; RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLIMONS FROM TFIESE PUM, MINIMUM NAILING PER FBCR 2020, 7th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WTH NSTRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. 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. DESM LOADS: ROOF. LIVE LOAD FLOOR: LIVELOAD 40 psf 20 psf TOP CHORD flDncwlw t 10 psf BTM CHORD np0<Guurrent DEAD LOAD DEAD LOAD UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT NTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE WPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446/A446M, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND "SCSI LATEST EDITION' COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSUASCE 7 88: 1990. 18 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 Psf w/ ND GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS 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 WND UPLIFT: 10psf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 pef WALL. 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 WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM At 064/A1064M, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WRE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED T-O' OC, EACH WAY. RER1F10RCING STEEL REBAR SHALL BE ASTM A615AG15M GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36' #5 BAR - 30' #7 BAR - 42" PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. WIND. DEAD LOAD SPEFBC R20160 MPH SUSECONDC,RI GUST (ASCE (FBC R2O20) EXPOSURE C, RISK CATEGORY ILA INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE UNINHABITABLE ATTIC WITHOUT BIT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AGE: 2 DATTICS STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WTH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: SOO PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL N SUE, VEHICLE GARAGES: SOpaf, ROOMS OTHER THAN SLEEPING ROOM: IOps(, SLEEPING ROOMS: 30psf, STAIRS: AGE PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS Of THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WTH THE DESIGNING INTENT D C T E R P THE C H O I STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT O UMENT8 ONLY. SHALL B THE ES ONSIBILITY OF H O TRACT R TO VERIFY COMPLIANCE NTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE frD = 2000 PSI. BLOCK SHALL BE PLACED USING DRAWINGS SUBMITTED WTHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY NTH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 20 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED N A SLUMP OF B" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATIOW 'SITE PREPARATION' "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSI, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WTH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEE -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTEDAT THE LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTMAL STEM 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, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM C CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A38/A36M FY = 381Lsi FOR ANGLES PLATES AND WGHAPES. STRUCTURAL TUBING SHALL BE ASTM A500/A50 GRADE B f = 48 STRUCTURAL PIPE SHALL ASTM 3M GRADE BTYPE E OR S F = Y Y 2,500 P31 REGULAR WEIGHT FOR FOOTINGS, AND SLA&ON-DGRADE NSf. B D I 351a:i. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SUB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS NTH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX R60RT0 OTHER BOLTS SHALL BE ASTM F3125IF3125M BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'd- PRIOR TO THE ADDITION OF PLASTICIZER SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 318 AND ASTM C94IC94M OR MEASURING, MXING, TRANSPORTING, ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. ETC. CONCRETE TICKETS SHALL BE TIME-STAM2FD WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FRDMWHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES, IF FORANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE RACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WmN THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONSY 0,FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER 1-1/2' FOR #5 AND SMALLER 2'FOR NO AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SLABS, WALLS AND JOISTS 1-1/2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER, VIAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-16 COMPONENT AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLIGTICN SIZE TYPE BPAgNO REMARKS APPUGTION eIZE TYPE I sPAdNG REMARKS 1.2 PT FURPINO TO MASONRY ICONC CASE HARDENEDCOL NNLI Il2"LONO. S QC GARAGE DOOR BUd( TOMASOMiYIWNC IM'd0. NO HASHER TAPWN MASONRY FASTENER B O� 1-..ED, C END ET, I IIIED3E-T. S EE. CAGE fW 9'O,t WINOOWIGOOR/FASTENED WOR Bt)dt 8- DA OR -BOLT 18"OIC lye'dN 4'EMBEO.. A"ENO dET. TEI 1x Pi, SEE NOTES III III-0 11/T'LONO. BTg00EPE0. INTO MASONRY/WIC. TO M1L190NRY(CONC TO-E WIN�A'&�1ER Z<"O/C(1Y A) 3'EDOE dsT. WINDOW BUCK c 9E w+R0ENE-L I_ WINDOWIDOOfUFA9TENW MErK aTRM To CONTACT THIS ENGINEER FOR SPACING . PT, sEE NDTEs NNL+vx•LONo. STAWEREp -MAeDNPYIWNC. MAsoNRYlcorvC. REQUIREMENTS E)li. 9'MNG DOOR (2)SI1VDA. "TAPWM f8 I -EMBER SEND NONAEARINO WOOD - E%PAN- VEMBED 4"ETD l<WC BUCKS PT. BEE NOTES NOWABHER FABTNER D18T.,I-EDGE WALL TO CONC. SUB -HERBOLT DST.. 3"EDGE DST. 2Y PT WINDOW BIKK 0.13E°PAFr 21IB" 9"OIC K'EN0. qST., I1R' PT TO STEEL COL., BEE NOTES W1 Wq.ER STAOGERED EOOE dBT. "M 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 MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL $HALL 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 FICA 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. 1441 N. RONALD REAGAN BLVD.'I LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.co,m AA #: 0003325 J i C rbr 6 �Lb S 4 ounDiv. & LOT: ABBOTT PARK LOT #2 BLK. #9 PItOJMCT 04181.00- 02091 ][ODE7t 4EBB "1828-CALI" GARAGE swans: RIGHT PAcsm: DETAILS 160 MPH EXP. C 1 ZAP A 1'Y NO BCA=: 1/4"-=1"-0- BHE�T S N1 a © TRIM NAIL INSTALLED THROUGH ,. FASCIA @ 16" O.C. MAX O STAPLES INSTALLED• THRU SOFFIT AT NAIL HEM AND IN VALLEYS MAX. DETAIL A FASCIA O STAPLES INSTALLED @ 12" O.C. MAX (INTO WOOD) IN J-CHANNEL SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) FASCIA WOOD BOARD BY OTHERS OSTAPLES INSTALLED. THRU SOFFIT AND J-CHANNEL AT NAIL O HEM AND IN VALLEYS STAPLES INSTALLED �--� 12" O.C. MAX (INTO O OWOOD) IN J-CHANNEL SLOT 8„ 2X2 WOOD BATTEN @ TAPLES INSTALLED O THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS #8X3" WOOD SCREW OR TAPPING SCREW, BATTEN ATTACHMENT FASTENER SPACED 24" MAX. O.C. 8" MAX.—c4 l *— DETAIL DO STAPLES INSTALLED- THRU SOFFITAND J•CHANNEL AT NAIL FASCIA HEM AND IN VALLEYS O SOFFIT-" 3Q J-CHANNEL a'� 11CTA 11 C TRUSS/FRAMING OVERHANG EAVE CONSTRUCTION SPAN 'L'—� SPAN 'L -ia_ SOFFIT—` SEE DETAIL'A' SEE DETAIL'E' EAVE CROSS-SECTION SINGLE SPAN M-CHANNEL J-CHANNEL @ WALL, FASCIA @ FASCIA END BATTEN STRIP ANCHOR 12 10d NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO FRAMING rTRUSS/JO / BY OTHER 2-114" EMS. X2 WOOD BATTEN DETAIL B J-CHANNEL FASCIA 12 BATTEN STRIP ANCHOI 1 Od NAIL AT EACH TRUSS/JOIST/ RAFTER LOCATION NOT TO EXCEED 24" O.C. INTO OSTAPLES INSTALLED THRU SOFFIT AND J-CHANNEL AT NAIL HEM AND IN VALLEYS O 11 1X2 WOOD BATTEN f-2X2 WOOD BATTEN @ EAVE WIDTH HEAVE WIDTH (ROOF (ROOF OVERHANG) OVERHANG) CONCRETE; CMU OR WOOD (NOTE:1) �MOFF�IT� CONCRETE; CMU OR WOOD SEE DETAIL'D' SEE DETAIL'E' (NOTEA) EAVE CROSS-SECTION SINGLE SPAN WN-CHANNEL J-CHANNEL @ WALL AND FASCIA END (DS —INSTALLATION SCREW, / BATTEN ATTCHMENT Q FASTENER SPACED 24" Og MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO 70 WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) 3Q J-CHANNEL" 8I DETAIL C J-CHANNEL BY OTHER 2 1/4" NSTALLATION SCREW, EMB. BATTEN ATTCHMENT FASTENER SPACED 24" g0 MAX O.C. STAPLES INSTALLED @ 12" O.C. MAX (INTO (D WOOD) IN J-CHANNEL O SLOT OR T-NAIL @ 12" O.C. MAX. (INTO CONCRETE/MASONRY) CONCRETE/CMU OR WOOD (NOTE 1) NOTE 1: MINIMUM SPRUCE -PINE -FIR FRAMING OR CONCRETE/MASONRY. BUILING CODE REQUIREMENTS FOR SUBSTRATE MATERIAL MUST BE MET. i.08 :j�Lf DETAIL A 12 A 12" TRIPLE 4 FULL-0-VENT SOIOIT ECO VINYL -NO. 639 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774,4078 www.a bdesigngroup.com AA M: 0003326 C 4 aunDrv. Se LOT: ABBOTT PARK LOT #2 BLK. #9 PR0im 04181.00 -02091 MODRIT, 4EBB "1828-CALI" GARAGffi NIFING: RIGHT PAGR SOFFIT DETAILS 160 MPH EXP. C 9 i 0