Loading...
HomeMy WebLinkAbout7930 Broad Pointe Dr9� 1499-4EWB-FREEPORT99 VlrH PRE AI tINIS rVtlV �.. � .,• NAN HILLS HOMES C/r.y - tv �i 12602 TELECOM [DRIVE, TAMPA, F1 33637 T4&1= (813) 740-9720 Fax; (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .FWMM BUDDDIO CODE, REAL, ARV. ABOVE LAV. LAVATORY DATE DESCPIMON DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 WH EDT N (2ftry' -AM IACAI, AM STATIC •OCCUPANCY :CONSTRUCTION TYPE INTERIOR Fa►[sH BASIC WIND SPEED :EXPOSURE 1-STORY RBSIDENCE • 2-STORY RESIDENCE MM - RESIDSNTUL GROUP R3 - VB - CLA33 B - Vult=160 YPH Vasd=124 YPH _ ° - MAX. HEIGHT AS PER LOCAL AND STATE CODES A/C ADJ. AMP. BD. GL CAB. CLG. CLR CONIC. CPT. C.T. D. DBL. D.O. DLA. DIM DISP. OF. DR D.s. DTI. D.W. EA. FLEV. EQ. EXIL M. F.O. ED. FIN. FLR AIR CONDITIONING ADJUSTABLE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAINETAILRM.SO. DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXEDGLASSSINE FUEL OAS FINISH FLOOR LOU M.C. MIN. MT. MTD MTL N.T.S. O.C. PL P.B. PH. PLY. PR. PR P.T. R RAD. R.A.G. REP R S.C. S.D S.H. SNIT. SHTHG. SHWR SL. SL. GL. STD. LUMINOUS MEDICINE = MINIMUM METAL THRESHOLD MOUNTED METAL ON CENTERm/� ON CTO ENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIX PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIUCOREEXTDR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD �,�� ADDED LED LKfRG • gTQBI i ILN41100M8 ARCHITECTURAL SHEET DESCRIPTION aavlG aoDED Gxm nano ol•raN PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2A-ELEVATION "A" PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS VVWIB ADOEDGrafOK04 0G/l2/l9 RENBED DOOM AT LALMR1' CLOSET FROH (il2'•®- TO (J)9'•4• REVISED DOOR AT OIIAfRB LLW K•NI CLOSET Fii0P12'$' TO 2'•6' �o MnA UwCONfGTORGWITH GIP WNCONECTORB o31" ADDED OPT. REAR Arc LOCATION mS/IVM ADDED LED IN OY►ER'G DA1N • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. .'S SQFT. CALC. L1VW5 14W b a. FT. GARAGE -Am ea FT. ENTRY 11 ea FT TOTAL P" $a FT. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 8RI0 PATIO w eQ �. FLUOR FR. DR FTG. GA GAR. DISP. FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL. SWS TEMP. THIC. T.O.C. SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS p Fax: (407} 774-4078 G.F.I. GL. GROUND -FAULT CIRCUIT TOP INTERRUPTER TYP. GLASS T1P. TOP TOP OF PLATE TOP YPICALAH TYPICAL STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG SIAA-DETAILS PG S1.2-DOWEL PLAN GYP. BD. GYPSUM BOARD U.N.O. UNLESS NOTED H.B. HOSEBIB OTHERWISE HC NOR HHEEAALDEER cAxe RIP VAPOR OOF INS °RH7 INSULATION WD. WITH INr. INTERIOR WDW. WINDOW W/H WATER HEATER W.I. WROUGHT IRON DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS PG S1.2A-DETAILS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND PG S2-LIFT BEAM PLAN AND NOTES IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUID THIS PROJECT BASED ON THIS PG S21A-DETAILS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR PG S3-FRAMING PLAN INFORMATION) TO THE ARCHITECT OR ENGINEER FOR PG S3.1A-DETAILS CLARIFICATION. PG S3.1B-DETAILS AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY PG SN1-DETAILS MANNER. AS DESIGN GROUP TADS NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCLTON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.8078 FAK 407-7744078 www.abdeslgngroup.com AA M: 0003325 0. C LJ sUDDIV. ag LOT: ABBOTT PARK LOT #16 BLK #8 PIR,OJECT* 04181.000-16081 MODEL: 4EWB "1499-FREEPORT" GARAGE OWING: LEFT PAGE: COVER SHEET 160 MPH EXP. C rpRAmT 10/15/20 SCALE: 1/4"=1'-O" B*ECM C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) 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 CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. $RE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSiTE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES, 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 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 YNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLUYBNIG 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO 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 SECTION P2603.2, EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINWFES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-Cl063.12a 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & 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-CI O63 -15A AND R703.T FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. EXTERKMtCEMJNGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATKNX CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S /CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 80FFIT8 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) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com L AA #-. 0003326 C �a >sVBDIV. Ae LAW`. ABBOTT PARK LOT #16 BLK #8 PROJICCT# 04181.000-16081 MCDZI.• 4EWB "1499-FREEPORT" GARAZZ 81VMG: LEFT PAGR: GENERAL NOTES 160 MPH EXP. C �I / ------///O/I'o of//////////I'o a;l//ILa O O E � o . ac . a . A FRI �n �lltAtSaT.f �-.❑ ���6 � �. \ / / . o . o oil 1110 i FLOOR PLAN SCALE: 1/4' " 1'-0' 3' 0a1r'alE1R AIOCLAODIgY/D LANpB slat ■D oracle FOR a eEoao ales Obi TIVE Pa1E a01/HINDM 11D 83Ni1{B MIN. WINDOW ND 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR MIN. CRITERIA SGD. MIN. 41 5 31/-3% CRITERIA 16010 O.M.D. 112 5 282/-315 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMDA78OLWO C DEL. TOP PLATE m rA BAR DETAIL - - - NOTE. -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL -STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. OTHER OPENINGS EETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICI04E86, SOLID OR HONEYCOME-CORE STEEL DOORS NOT LESS THAN 1 3/6' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. .E> 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774 5078 FAX: 407-774-4078 www.abdealgagmup.00m AA N: 000332, Y c 1 ti Coil, aU DDIV. as LOT'. ABBOTT PARK LOT #16 BLK #8 PIROJECT# 04161.000-16081 MODEL. 4EWB "1499-FREEPORT" GARAGE 8TnNG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C INCT Wa _AR N Dw10/15/20 aCALE: 1/4"=1'-O" a*m= Al A./-I6'-4' BLDG. W.T. 12'x24' FYPON BRACKET OR EQUIVALENT 6' RAISED BAND a -IDS -01 . . FRONT ELEVATION SCALE, 1/4 . 1'-& TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103.4 S'-0' I� I 4B I II 0'-0' FIN. FLR, m S'-0' BRG. HGT. - 0'-0' FIN. FLR, I OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 12 \zz�l` REAR ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH S'-O' BRa. HGT. -0. io ________________ ________________________ _ ,►0'-O'FIN. FLR LEFT ELEVATION SCALE, 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I 46 c0 � I 0'-0' FIN. FLR,—I I ,�0'-0' FIN. FLR _ ------_------ --------------------_-----' ---- .�._ RIGHT ELEVATION SCALE, 1/4 . I'-0' TEXTURED FINISH MEAOFATTIC = —SQ. FT. NEFFREEVIWIUMNARE It WRED 1/3m REQUIREOVENTIIATIONARM LIB]/3RR 6M VENTRATI0NARTARSQ.WCNESPERFT.(/4R) MA M. IN. MIN.REQUIREDVENTIIATION .5X M4 IN UPPER PORTION MAIM ffi .1 M.IN. OFF RRIDE VENTIIATION AREA • I355 A .PERVMT 0 "/I15 TOTALROFVEIMAEQUIMII = 4..1CD]T TOTAIROFVENTSPMVIDED 5 •AREAOFAMCISTHEPERIMTEROFTNEWALLNOOVigUSE, LESSn "ERIMNO FXfENOROFWA MEMERIOROFERNANDSINM _- oW-0' BRG. HGT. oO'-O' FIN. FLR 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdosigngroup.com L AA M: 0003325 A C —LLL BtmDm a LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT/ 04181.000-16 81 MODEL: 4EWB "1499—FREEPORT" GARAGE IMMO: LEFT PAGE: ELEVATIONS FF AFF 160 MPH EXP. C 1'ptlNT 10/15/20 DATE: aCALE: 1/4"=1'-0" SHEET A2 A ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e G&V OUTLET 2& AMP SNOLE FO.E IIOV OUTLET IWV OUTLET h 0 GIMLET tamp TO SWTCN �OAM IWV OUTLET "AIRDUWISCFAU- INRRt1ER (TAMPER MOWAW TYPE1 220V OUTLET r4) WIN! OONEOTM NIA• pw WTa1PR0OF ORDU D PA LT GR OUTLET MaRaIPIM SU2TCN SWTCH 3."Y Orm ewcw 4-WAY OPER WALL M10LNTE0 LkbW CEILMG LIGHT © LED CLO LIGHT LED VAPOR ©Vp PR96F LVIRT O VP VAPOR PROM LIGHT OmcneED CAN eVENT. PAN I OM RR SO FT, WAJ2 F4N Im.IGNT I OM PER BG. FT. V ROMME tSPNSe TOP by ® 2-ELL0 WINAP AROUC ( 1 R `` (SIEPACE MNTJ AA101ND 2' RJ1014mCEM 4' FLUORECEf p p W--e--�e+ 80 C 4' TRAp[ LtlNT PANEL db METER OSD. aMaa oETECTOR YUILUtEEDEt3 I t w I BALL MO NTED Smom DETECTOR MATT. AGM .Z UILtlIEGIIIR ® 8/CO CAleaN own OMBODlTWTOR UEeoE� WEAL &tC A DISTANCE Q NOT LESS T1. 4• ROD, L RECANT LOW LTA NATURAL M& GUmXT TELE "ONE JAOC WATER WRATIEe D1000*aer •.� AB! CONDITIONNtl 40 AW ON oI11Da4NECT ►� TELEVISION JACK IRIS J O J-OOf( TO TO EE aEDIIED N MAAS a OI POOR INFECTION CELNO BON gLN(G F1NLla4R TO = aE4DR1® N ACOORDANq V SON A& SUCH POR gags 2WINCANDINICENT LIGHT STRIP 36' NDAHD.EC♦NT LEW S1RP nennnnnn 4w INCANDIECONT LISW STRP R.000 L4GHT Fw� OPT.ItEOJIITY KEYPAD • PAL PUSH-BUTTON FOR 04I'n 11w PORT • LOCATION OR TV JACKS 4 PAGE OUTLETS 4 RMM TO = VERRED i HO INNI ER PRE-ta4STRICTION MEETN0. • ALL E 4 20 AMP BRANCH CIRIM TS TO = AMC FAULT PROTECTED PER ELECTRICAL FMYNNONM OR '!Mot •tN ®Ir104 []ML 4 NEC 2M1? 2ela EDITIati • W AMP DEDICATED LAUNDRY CIRCUIT. • OR • ISLAND (NOT ON KITCNSN CI111011T1 • OW"61ER DISCONNECT TO = LOOKOUT UI PANEL • BATHROOM DOWIST RAN TO HAVE MIN CAPACITY OF 90 CFM NRR'NTT@M PER ELECTRICAL PROP MONO OR SECTION MNW13 WtR ArN &OirION t2ena • LAUNDRY ROOM RICpTACLE BALL = GROUND PAU.T GICUIT-ERERRUPTER PROTECTION FOR PERSONNEL oN PEEDERS • WRING METWOO SHALL BE NON METALLIC CABLE PER ELECTRICAL "Nov"" IS OF 0028 A71I IlLatl 1 • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS IOFTINE PBCR •TN ED t70111 • LAl a LIGI4TNIG MINT = ENERST EFFIGIEif TYPE F4af F31G E4alAY CdldaNRyarleN —.AL ENERGr OND pAri WPo GPI OWN EAR'S GREAT ROOM c. c. PRE -WIRED PRE -WIRED \�^( CLG FAN '� CLG FAN LG FAN', LIL-Q'-- SD /C� Q I GFI 44' . O GARAGE I \610 WALL MOUNTED LIGHT W1 SWITCH IN ATTIC FIELD J / VERIFY IL GARAGE LOC. IRRIGATION OUTLET • ll OR 48' ARP. @g CLG. KEYLESS OUTLET GPI FIXTURE -- -- I OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 114' . I'-0' W P Panel MAIN -A PANEL: 8116 wp cn. breaker VOLTAGE: 120 / 240 V APh MAIN: 150 Amp M.C.B FEEDER: 341 Cu TFMYN & 1-U6 Cu (G) in 1 12" C. OR 3-#2I0 AL THWN & 1-#6 Cu (G) in 1 1(1" C. YAn Pr. w Oa.eH an Watb amok CiM Wtlb De.wlpUm Bar Pals "ns 012 i 27 SAW. R.api.pMGFi Na TUO 120D 1 2 spae• W2 2 ]0 1nigAm Pump 1W0 3 1 5 5 53M AIC C.U: 1 35 2 FB law.— 7 B PANEL -A PANEL: 42 crt breaker VOLTAGE: 120 / 240 V -1Ph MAIN: 150 Amp M.L.O. FEEDER: 3411 Cu TFIM & 148 Cu (0) in 1 12" C. OR 342/0 AL TMNN & 1-06 Cu (G) in 1 12" C. P.I. ow D.sen W— CIraY araVit W.M Dssoi on Wa Pqe Van 1 20 Smtl Appliwl.. I= 1 00M Rwq. w 2 1 2T h9—/HeedGFI 1800 3 1 20 Smrl Applltr. 15DD 5 4500 WrerHarar 25 2 #10 1 M Rsll w Iwo 7 F 1 20 DWWV RecephoN. AFCI 15W 9 1= G.pa GFI M 1 M12 1 20 Brh GFI Rao 1200 11 E20 1500 42,,GFI M 1 a12 1 15 Fo /Hd/Bad.= Q 43/BathF2AFCI ROD 13 6000 DryerGFI 30 2 F10 i 15 LIMn Room. Lanai LI . AFa ow 15 1 13 KBahw,. Pat , Q Dw L19M. AFCI ow 17 iwc Wnhw GFI 20 1 e12 M4 1 15 SDd C/0AFCI 900 19 1=3 43ws9. W, OF—GF1 20 1 012 M2 1 20 1Us dry / B•d A4 / Do AFa 1200 21 22 1200 IG..p / ExtMa Us d R.o.phd.a AFCI w 1 F12 sp.a 23 24 OWOMrre SW.AFCI 15 1 M4 sp.a 25 0 ow Ovs,* Bth-ni AFa 16 1 014 sea 27 28 Space sp.a 29 30 000 M9rbn coehot. M 1 F12 Sin.. 31 32 SPE sp.. w 34 P. Sp.a 35 38 e 37 38 ME F8 2 35 A/C AN OMt., 5 KVA r s5% 5525 39 0 41 42 Loaf •ua)sot to tlam•rr laclar arerrla. / Im tam0sp— I 28700 Lar subjci to awnwr ocW alera5m• / Nn=- 3Wm—na FactDrCalcuktions: ABEREV WTIONS: APO: ARC FAULT CNCUR NTERRUFTER W: NONi.ONCIDENT LOAD GR: WIMNO FAULT NMRRUPTER air lea Kt*.4 W dwnwld ad,, Q700 ' Fhst 1000D wrl. r 100% 10wo R.mrnel9..it. r 40% 13080 Total A/C bad 10EB LOAD CALCULATION 18 BASED ON AC NON -COINCIDENT LOAD Td.l Caaecbd Lad WAR. JJW6 T—I Amps (•wd. / 240 Wt*) 141.8 Geni al Lighting & Receptacle Load Totr A/G n F.r 1499 Ge,wr Lh Q Rc 3 W / s.. R. I 449T ".is 1 at65W/Li htat1DD% I 65 Total Ganad Ughts & Rw (Watt.) 1 4562 ckl�l Ild rotal%at6 Oenevl Us a R. P•IM A 1 91 5071 4562 PRE -WIRED CLG AN •�J HDRM"41k3 i P-3. 1'-3. \I I I I L I ;CF— LED LIGHTING ® SINGLE LAV. OWNER'S BATH GF'RE• IRED CLG PAN 11-3, 1'3, \\ i I L � LED LIGHTING ® SINGLE LAV. BATH 2 PROVIDE 3" CU, TAW • P% CU IN 2' CONDUIT OR H A40 AL, THW 4 F& CU IN 2' CONDUIT OR 2/O AL. &PJt (CONDUIT TO TERMINATE ABOVE SOPPIT r OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO &GALE. COMBINATION SERVICE Eo AMP DISCONNECT WATC44 AND DOR40 VOLT GENERAL NOTES, M ELECTRIC METER IN I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL NEMA 3R ENGLOBIIRE P el COMPLY WT14 ELECTRICAL PROVISIONS OR THE EDITION "I'll LOCAL CODES. AND ALL LOCAL POWER COMPANY RE=IREMB'ITA r-1 B. ALL CONDUCTORS SHALL IM TYPE TWWWrW W UNLESS I'' NOTED OTMERU IE. TRAPH@E SERVICE C.AOI.E TELEVISION ENTRAC T EOIIRIE4T TRN4CE INTERSYSTEM MONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE EO AMP, DO/240 VOLT, 1 PHASE SECONDARY/ I .4 CU SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE. PROVIDE S 4 M C COPPER (CW ONC 11M ENCASED ROOTER STEEL PER 141" DIA SCHEDULE W PVC CONDUIT OR PROVIDE 5 ELECTRICAL NEOVISIONS OF THE MICR &LW ALUMINUM ALUMIN(AL) IN 2" DIA SCHEDULE W PVC LQ1I1 CONDUIT UNLESS SERVICE IS PROVIDED DY THE ELECTRIC COMPANY. COORDINATE W TH THE ELECTRIC F.I.-IA X & FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO BID, 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003326 $ U iii S = rr Q SUDDI . 411c LOT' ABBOTT PARK LOT #16 BLK #8 PROJICCT 04181.00 -16081 "0Dzu 4EWB "1499—FREEPORT" OAIeAOffi 8WWG: LEFT PAOZB: ELECTRICAL PLAN 160 MPH EXP. C F-PPA=: 10/15/20 EicAIM: 1/4"=1'-0" 8IiL'= E1 v �n 2' VTR kk 1/2' 2' ----- sn 1 1/2' I1/2' 11/2' 1 yr SHWR =____, LAv 11/2 2 U1C _0 KITCHEN 3' SINK lU/ _, L 3' 2 • AUTO VENT WASHER i a n 3' i 2 2' VTR 2' --- CO 4' 3' LAV 11/2' `' TO 2" WC MAIN 3' TUB 2' PLUMBING RISER i i i i o Nk Ul LA PLUMBING PLAN SCALE: 1/4 . I'-m' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH:407-774,6078 FAX: 407-7744078 www.abdesigngfoup.com AA #: 0003325 ^. f z -LL j BVBDIV. & LOT ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODEL: 4EWB "1499—FREEPORT" GARAGE 97IMC: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C 5/8' GYPSUM BI OR 1/2, HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (1)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS as PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS • 24' O.C. a' cm 1/2' GYP. WL. BD: WOOD BASE — 2X4 TOP PLATE PLAN PRE-FAS TRUSS V2' Cm BOARD 14' DRTWALL � TV)r SECURE ST. — PLATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX SLAB STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. FIN. R.R. Y ' r )TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3V4'.1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON J' 0AB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS �j MTL. DRIP EDGE J 2x FASCIA PER I TYYPF . ELEVATIONS OJa. VENTED SOFFIT 1/2' THICK 2 COAT POKTLAND—[- � CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR — e — :. 0'-0' FIN. FLR a ,a e - FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWbJJ ON J' O.SZ. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY n TYP. WALL SECTION Vvz��� NO OPENING NOTE- PER SECTION W5.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL S2)LAE ERIUN ERLAYMENT SYSTEM 1 SCALE. 3/4•.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 KIWIS*.e�i ■ 1,, �t oa.v. Bran. ovliaaan coon LR riA�a•. lk iAA�c ' n sY OrAm FAMM) TOoa ROM w PRODUCT APNaOVAL Ra0. s GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-0' 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA. END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rwb.IJ ON I}' O.S.B. STIFFBACK AT ALL UPRKAHITS SHEATHING OR Ij' CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS n-P, MTL. DRIP EDGE CA PER ELEVATION 2x FASCIA PER ELEVATIONS CONT. 2x RAT RAJ SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE -ENG. GABLE TRUSS PER ELEVATION WEEP SCREED 5/9' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS INSULATION AND CEMENT WINDOW ATTACHMENT AS PER DIRECTLY TO MASONRY MANUFACTURES SPECIFICATIONS H� El PLASTER APPLIED STRUCTURAL Ix2 P.T. RARING — STRIPS • 24. O.G. 1/2' GYP. WL. BD. ' CMU WOOD BASE pm am ua 2B GAS LINE THRU BLACK aeAu, vr.r�• FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RwS.I.1 ON i' Ohm. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL, DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK 2 COAT— PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLR _ 0'-0' FM. FLR e' CMU a W/ WINDOW OPENING TYP. WALL SECTION NO OPENING (1)1—STORY GABLE BLOCK WALL D 1 SCALE. 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7748078 FAX: 407.774 4078 www.abdesigngroup.com L AA M: 0003325 J „ 8 h rT 14 N F O StTBDlV r. LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODEL: 4EWB "1499—FREEPORT" GARAGE BWMG: LEFT PAGE: DETAILS 160 MPH EXP. C IQn 2X6 P.T. • CEIMI! Q DOOR HEADER 81CLWO W/ (U VJ' X 6' J-MOLT WU 4' MN. MMMEDMI NT W/ 2' X 2' X IW WASHM t MIT OR W/ (2) 1,12' X 6' ANCHOR MOLTS W/ 2' X 2' X U6' W40IER t NUT SECURE 2.4 ON ® FLAT TO WA 110 W/MA60NPWr NAILS. 2Xf 6ARAW DOOR W= W06111M W/ (5) U2' X VJ-MOLT OR ANCHOR ® MTS, W/ 4' MIN. EMMEDMENT, W/ 2' IIIOL X 2' X US' WASHER t NUT. (I) WITHIN 6' OF TOP, (I) WITHIN 6' Or THE BTM, (S) EYELY SPACED. ® m E m NOTE6, ALL ANCHORS SNALL BE N ACCOImANCE TO MM1rACTUREM6 MTALLATICN SBTM4TION6 WHERE ALAf NfIT Tlem 4 � STMINdA IT GARAGE DOOR 1 BUCK ATTACHMENT , w•.r�• T- 0 LAY I I'X4. OR 1'X2' P.T. NAILER ElIx4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND IYW INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLOCK +3/4 OR +5/4 WIN W TO BLACK +3 4 OR +6 4 `4 SCALE, N.TA. 2X4:m SECURE TO BLOCK W/ W TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE -400 MIN. EMBEDMENT 1 Y4 ) WITHIN V OF EACH END t IV O.C. MAX SPACING. 2X6,m SECURE TO BLOreK W/2-V TAPCONS(MK ObANC SIZE 145 MIN. HEAD SIANDO MIN. EMBEDMENT IY4 ) WITHIN 8' OF EACH END t 8• CMU 18' O.C. MAX SPACING. Jf' DRYWALL 2X8:m ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%. CASING TAPCONS (MIR SWANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 TTACH TO 2X PER WITHIN W OF EACH END t MANUFACTURES DETAILS. 1V O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1 2" ,nB 11 2151W. 1 11 TO BLOCK +1-1 " U E, N.T . 2X4m SECURE TO BLOCK W/' TAPCONS (MIK SHANK SIZE .145 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8. OF EACH END t NOM STRUCTURAL 2X 18' OJ:. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I YW) • DRYWALL WITHIN 8' CF EACH END t [VO.C. MAX SPACING. 'X4' OR I'X'J' P.T. NAILER 2X8,m SECURE TO BLOCK W/2-2)(S' )(S' O.S.B. X 4' MIN. TAPCONS DOOR CASING (MiN. SHANK SIZE J41 3 MIN, HEAD SIZE 00 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 YV) ATTACH TO 2X PER WITHIN V OF EACH END t MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/18" R TO BLOCK + -1(i S" C SCALE,KT . 2X4:m SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL �(r' TAPCONS TAPCON MIN. I Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT IY4) V CMU WITHIN V OF EACH END t Jj• DRYWALL O.C. MAX $PAGING I'X4' OR I'X2' P.T. NAILER 2 m SECURE TO BLOCK W/2-W6' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAM15 OR WINDOW MIN EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 0' O.C. MAX SPACING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +2 1��� D 11LNDOW TO BLACK +2 1%4 SCALE, KT . 2X4m SECURE TO BLOCK W/ V TAPCO46 (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN VOF EACH END t NOTE, STRUCTURAL 2X O.C. SPACING. MUST BE ON OUTSIDE 4 2X6IV SECURED THROUGH SECURE 0 BLOCK W/2- 'NON-STRUCTURAL V*' TAPCON8TAIRCON MIN. I-Y4' (MIN. SWANK SIZE J45 EMBEDMENT INTO BLOCK MIR HEAD SIZE 300 • Cr'I�1 MIN. EMBEDMENT I Y4) J6' DRYWALL WITHIN 8' OF EACH END t IW OTC. MAX SPACING. 'X4' OR 170' P.T. NAILER 2XG� SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t ATTACH TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" WNW TO BLACK +3" " SCALE, N.T.S. 2X4m SECURE TO BLOCK W/ i4' TAPC ONO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Y4 ) WITHIN V OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL %' TAPCONS(MIK SHANK SIZE TAPCON MIN. I Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN V OF EACH END 4 8• CMU YJ• DRYWALL 18' Or- MAX SPACING 2X8 m a 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%' 2X SECURE TO TAPCONB(MIN, BHAtiC SIZE STRUCTURAL MEMBER J45 W/(2)12d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END t 6' TO 8' OZ. MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN W OF EACH END t DOOR JAMB OR WINDOW 16' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3" F s TO BL40CK+" 2X4m SECURE TO BLOCK WNW TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IYW) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE t 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL' SECURE TO BLOCK WA-1/4' TAPCCN MIN. I-Y4 TAPCONS(MIN. SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I A,) ' DRYWALL WITHIN VOF EACH END t IV O.C. MAX SPACINCs X4' OR I'X2' P.T. NAILER 2XDm lul SECURE TO BLOCK WA-1/4' 7(6' OAS. X 4' MIN. TAPCONB (MIN. SHANK SIZE J45 DOOR CASING MIK HEAD SIZE 300 MIN. EMBEDMENT I Y♦') DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. 110,4 bM Y •ip m RYt• JM� mp,tll paCtp K'1 DOOR JAMB TO BLOCK +3-7/18" 11WDON TO [ACK +3-7 16" (1-,) SCALE, KT . 2X4m SECURE TO BLOCK WNW TAPCONS (MIN. 814ANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I )e♦') WITHIN VOF EACH END t NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL tXr' TAPS TAPCCN MIN. I-& (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) 8' CMu WITHIN 8' OF EACH END t Jf' DRYWALL 18' O.G. MAX $PACING. ❑ 1'X4' OR I'X2' P.T. NAILER 2XD� SECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. TAPGONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE300 MIN. EMBEDMENT I YW) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 30" H w C +3 4' 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdosigngroup.com L AA #: 0003326 ti S C y5 R U�U i r�p ip UlLZIL1DIV. dt LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODZl_ 4EWB "1499-FREEPORT" GA %AGE 8WING: LEFT PAGE: DETAILS %160,4PH Fpq. C PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) - - - EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 13972.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR W31/2020 13972.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10442A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 21496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 1Z/31/2020 1053120 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 23352 PLYGEM PANEL WALLS SOFFIT 2017 FBCR 1Z/31/2020 FL 12019.1 KAYCAN LTD. PANEL WALLS EXT. SOFFITS 2017 FBCR 3/2/2030 FL36503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS. FIXED GLASS 2017 FBCR 11/18/2021 FL3767&10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 15332-115 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDELITE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE UTE DOOR 2017 FBCR 12/31/2020 FLSB9IA-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2027 FBCR 12/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL15216.1-97 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LOMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 12/31/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.14R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL13223.1•R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ WWW.FLORIDABUILDING.ORG CONTROL DATE: 10/06/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdasigngroup.com L AA #: 0003326 L Ile C E UDDIV. at LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODMIA 4EWB "1499-FREEPORT" OAliAOE 811WO: LEFT PAOE: PRODUCT APPROVAL LISTING %160 MPH ER, C PR60R'!D CONTROL JOINT PLANGE OP CONTROL JOINTS Td SE UNREO TED TO LATH a 1' OG MAX (VERTJ, bkM DO NOT PASTEN CONTROL JOINT TO WALL EVEN P STUD EXISTS BEYOND EXCEPT STAPLES V 6ECU CON LISE LJJOINT TEMP. DURING INSTALLATION ---\ FASTENERS TO BE 6PACE0 777 • T O.C. MAX VERTICALLY / I /l/ jTHICK ! COAT CEMENT PLASTER UR6 LAYER 9. PORTIMISER BUILDING PAPER APPROVED METAL LATH FASTENED n'IVERTJ OG. MAX AT SUPPORTS UM LAYER % STUCCO WRAP WOOD SHICATHINt-A /1A lWZZZZ/,//ZrZIO rZZZ/ZrZZ,Z W%Awlsm,�JZ, LATH SHALL MAIN �01 DE t:ONTINJOUO JOINTS OUT UT BE STOPPED TIED AT EACH SIDE. PRONDE 2X4 BLOCKING .AS71'1 GIBS! PLACED FLAT MAX •' TO V TJD)A FROM CLNTROL JOINT WHEN NQIEN. \ / CONTROL JOINT FALLS ON L FA6TEER8 Ppe LATH TO BE NAILS OR i STRUCTURAL 61tD STAPLES IN COMPLIANCE UV ASTM t.1S5! 2. UARE TIES TO BE (NO. IS) CAP415' WIRE / a. BLOCKING 6NOIIN MAY BE IN ADDIT17 \ To WAu STUDS REOU SEO PER PLAN77=7 O"M" TYPE CONTROL JOINT Ot FOLD t41M10 . R. OI--.R.A 2. CLAM . Pr. a J, COMA" . Pt. C OLFOLD aOWO.PLA a. C,.AM .1T. S FM w ® L MJLD NyNp a R. A a.CLAM.R.0 aT" R.COVS\Pi. INON TTC PT. C TC nonce, NLA+o. r norron PLAMM MAL POW,pQ @CUT. N �' TNIOG a AT CEMENT PLATER frRY'EA ice' 7 COAT CSI'MT M.ANSR reMU UM LAYER 7, PORTPBER BUILDING PAPER (IRA's CNLT) UM LAYER a WRIC00 WRMrneAP S OPLY) LAP LATIM M SIADatl Ipa4,P O.a INASAIS FLA NSL Rar `MweONCM APPROVED BUILDING LLRAP SHALL BE LAPPED A MINIMUM OF ♦' • VERTICAL LAPS (ROLL ENDS) 4 6' / HORIZONTAL LAPS. ALL SCATS NEED TO BE TAPED WITH FORTSl61! S4$ATNNG TAPE / \ / r rwwi IX . KTAL uTw \ LATH VERTICAL LAP TO BE 1' IT METAL LATH I UFA LAYER M, STUCCO WRAP �P��np UAI6 LAYER 4. FORTIRBER 1=01146 PAPER JI 2 SCALE. I IR'.I'Lm P ® KICKOUT DETAIL laa�le � � rneNo Qa aon.IMAAUL.oROrronw Roof N wLL tNnleNfcTloNa NOTE, SIDE LAP OP METAL PLASTER BASES SHALL ISE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETUEEN SUPPORTS WITH 004'IS-N. (121-M M) aARE AT INTERVALS NOT MORE THAN S' (22S-MMA A6 PER ASTM C1063 1A.L "REPAIR OF TEARS IN WRD LAYERS. TEARS MAY BE PATCHED WANOUSE WRAP TAP PER MANP. SPEC. opt PEEL 4 STICK WOOD 6TUC SHEATHING PAPER STUCCO il' THICK PL C! COAT CEMENT METAL LATH WRB LAYER •2. FORTIFIEN R BUILDING PAPER UM LAYER -, STUCCO URAP UIOOD 6NEATHINd. • . "w . PAPpa WOOD SHEATHING OR CMU WR5 LAYER 9, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. WRAP MATERIAL) OVER APPROVED HOUSE URAP. PL.ASHNG TO EXTEND ONTO PIPE i' OR LESS PIP PENETRATION CUT AND OVERLAP ONE SIDE OF SELF-ADNERIG MEMBRANE PLASWM STEP 01 INSTALL PAWRI ERS (CLIPS. STRAPS, STAPLED) AS RECURRED TO 6EC16IE PIPE/ WARE TO PRAMING EC k�� FLASHIS OVER APPROVED HOUSE WRAP. FLASHING TO E]N191D ORO PIPE WO LAYER 4. PORTIRBER BUILDING PAPER METAL LATH S'a5' GW-AOHERIG MEMBRANE PLASHING OVER 4'A4' SELF.ADHIERNG MEMBRANE 4'x4' 6ELP-ADHERNG MEMBRANE %' CONT. BEAD OF SEALANT INSTALL APPROVED WOUOMPAP AIR ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTICW SECTION PER SECTION RM3.7 ESeS�r IaISn and SIaa1Mn Eto.,W use of Poraend cement plaster .hell comply with the application requirements of ASTM C 926-12A. Installallon of exteaor IetNng and fremaq .hall comply with ASTM C 1053-12A. ►191��1i4t7z0�IIWdANTIrdIM LEGEND OP DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER "2 (FORTIFIBER — —' —'— BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R103.11 / ASTM C-8471-0g, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com ` AA #: 0003325 J '1• F y4 T 4 BtmDIV. 4 LOT ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 UODEIA 4EWB "1499—FREEPORT" GARAGE BWMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH E C BACKER IWO BACKER ROD WRD LAYER -1. Anir-rn WRAP INSTALL V SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQENCQ OF FLASHING TO BE: I. BOTTOM 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON-MIOVABLE FRAME AND STUCCO ON ALL NOMA•* CAULKING • JOINT ALL AROUND PER SECTION R703.7 ExWw lathlna and p oterina Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. �— HOODED VENT 2' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORrIFIDER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (LURE LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - — — — - NOTE; METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84-1-09, MIN. 2.5 LBS. PER $0. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH h' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 4 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF, SPEC BUILDING PAPER UNDER 'QUICK FW A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I 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 A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WIRES LAYER N, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAU EDGE APPLY E-Z OVER 6m MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD CONSTRUCTION a' Cm WOOD SHEATHING WRB LAYER 1, STUCCO WRAP MRS LAYER R, FORTIFIBER LATH FASTEN TO WOOD STRUCTURAL MEMBER • V OL. MAX 7i' TOe_AGEMID-WALL wlzM •W MDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING �-` FINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK ORES LAYER 7, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER N APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP S' STET= #2 WRB LAYER h, STUCCO WRAP —SELF-ADHERINGS ® MEMBRANE FFLALASHING WRD LAYER n, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC / COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL I SECTION) „_ METAL LATH STEP #5 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 J Ho CK T allp E 6 aMDIV. S. LOT t ABBOTT PARK LOT #16 BLK #8 PROJECTIP 04181.000-16081 MODEL.• 4EWB "1499—FREEPORT" GARAGE aIIING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - k 2 1/2' k CORNER BEAD (FASTENER 4 SPACING m 7 O.G.) CMU % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 h 8 F C i w i It ;uBDM Z LOT ABBOTT PARK LOT #16 BLK #8 PROJECT* 04181.000-16081 MODEU 4EWB "1499-FREEPORT" GARAGE ;WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WOOD CONSTlF=TION �— eErora WOOD &GATRMG �SISTIVE SAMER / RESISTIVE WEATHmAmER / !1(r' X'I,XELAP BIDMG -ADFERMCs /, R DI�R aa FLAeN6E M-AMG L `\ i V MATHER �SISTIVE STARTER STRIP `� �\ SAMMAN 6 A�TNM �sronvE `� y S��M RMG \ \ GALYD METAL — ' ' 6ALV'D METAL 'Z' MASMM6 7• rLASNMe; - � I ' X ♦• em"TED ` TRIM MEMCER A ` / IUIbODSTRIM `Mown CAP Obr.ALLKM \� OR APPIWYED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAGAN BLYD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 q T aysDIV. to LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT* 04181.000-16081 MODZTt 4EWB "1499-FREEPORI" GARAGE 8TIMO: LEFT PAGE: WALL ASSEMBLY DETAILS %160 MPH E . C Al \\ --------- ------ ----- --- --------------- ---t —7 - r - ;, d T 2x6 SUB -BANS / - / ! W/I'x4' NOTCH a t ------- ----- -- --- - - END, WRAPPED IN PEEL 4 STICK j' I DRIP EDGE !d � -- !� i/8' TEXTURED 1 11/8 / ! f' FINISH a WOOD I 1/2' TEXTURED j FINISH a CMU METAL FASCIA \ WRAP Ye' FROM \ I + STUCCO, I' FROM \----------- -- —'i.^ :� ! WOOD WALL —EXTERIOR � WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X6 SUB BAND ONLY I � 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH • CMU x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x OR Cm LAYER N, WR$ x x x x x x STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 42, FORTIRBER x x x x x x x x x x x x x BUILDMG PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUD RAND c�1 ROOFING CEMENT x x x x x x x x x x x i x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x x x x (REFERENCE POINT p �N ©I x x ONLY. FOR WALL OFF x SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) � 1 '1/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH IS CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®E L E Y,4 T I ON METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PLAN A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-S' O.G. MAX. 2x SUB -BAND W/%'x4' NOTCH *END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL® WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH +� END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407.774-6078 FAX: 407-774-4078 www.abdesigngroup.eom AA S: 0003326 R OEM k LOT. ABBOTT PARK LOT #16 BLK #8 ]PROJECT* 04181.000-16081 MODMIs 4EWB "1499—FREEPORT" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND %160 MPH EXP. C DAB 10/15/20 scmx: 1/4'=1'-0' SIZE= YY A6 38'-0' F TE-1 +31/2' W� aWa �I o m 4' CONC. SLAB 0' 0' 14 Q 4• o w a C Ti� OF OF SLAB " LAB I SLAB I 3 1.7 O zol 1 I 1 III 1.1 EXTEND SLAB 1 1/2" I II I 1 I, i Ili �4' PVC CHASE � Q III aD I U I N It X W Q q N I III .71 II u- LL r I I II N 16-10' 11 21'-2' °P N m 11 i 1 ix it I 1.7 it TOP OF � SLAB EXTEND _TE_2 _SLAB 1 1/2' ( , I 51/2' 13'-4" I. L2W I N I� U I N I4' CONC. I m " 2 SLAB awl ice. a) , XTEND 1.1 w SLAB 1 1/2' — — L,,, N �a • *71/2' I I -� 2 , FMC-12X18 FM•12X18 FM-12X18 — — — — — — — — — 1.1 FM-12X78 — — — — — 1.1 12X1 FOUNDATION PLAN SCALE: 1/4' = 1'-W FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0', 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 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10' SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.01NDICATES #5 BAR, EIINDICATES #6 BARANDICATES #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 W HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 3W, #6 --W'), 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 16. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 2,000 PSI, TYPE'M' OR'S' MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0' O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx8 W1.4Ml,4 OVER GENERAL 3 1/2' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH I LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8' SEE PLAN 8' - 1 8 (+)0'-0' FM-12x18 12' CONTINUOUS 18, (2) #Vs FMC-12x18 12, CONTINUOUS 18' . 2 #5's #51N CURB VARIES TE-2 12' SEE PLAN 8 - s FM-12x12 12' CONTINUOUS 12' 2 #5's i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W t I; 64 C Z a BuNDM a# LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT 04181.006-16081 MODZU 4EWB "1499-FREEPORT" GARAGE BW MG: LEFT PAGE: FOUNDATION PLAN %160 MPH EXP. C 30, MIN. EACH WAY MONOLITHIC FOOTING }} STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED r[-' CELL SEE PLAN FOR SIZE AND $ d CELL SEE PLAN FOR SIZE AND III - a ¢� SPACING REQUIREMENTS <Lu SPACING REQUIREMENTS v r.�tr_•_•: �. •.. � �{* GARAGE DOOR 'k ro cc IL cr"n W �. °•, �. e LI,I j FM RECESS g� i 8' CMU WALL O 8' CMU WALL I , .I 1 CORNER BARS, SAME SIZE AS LARGER BAR W w e' C) Z +- a'0' o IN FOUNDATION WITH 30' LEG EACH %%% - 9 •� W U cn ". +• -0' TOP OF SLAB TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I SO THAT THE STEEL REINF. IS CONTINUOUS a1 ! { ,/e--.'err""-" '_-"+t—� I . .. ; MATCH AMOUNT OF CONTINUOUS BARS CURB FOR • f' .. _. a EXT. PORCH SLAB W/ ISOLATION SEE BLAB SCHEDULE BAR SIZE 48 BAR DIA. 4' CHAMFER (I -STORY) R3 18• EXT. PORCH SLAB -VARIES - SEE SLAB SCHEDULE TOP OF GARAGE 4' CHAMFER v. I :. CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �• AT ELEV: 1/2' JOINT (WHERE . • Y. •'` 6' CHAMFER (2-STORY) g4 P4' W/ 1!2' ISOLATION (1-STORY) -1 8' CHAMFER (2-STORY) .: 0'-0' APPLICABLE) i - SEE SCHEDULE as W. JOINT (WHERE • EE SCHEDULE f FOR WXD, BAR SIZE APPLICABLE) i 4 FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY AND BAR QUANTITY DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS 0e. 2 TO 3, PROVIDE 2 BARS), LINO u7 42• EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 G) SCALE: 3/4'=V-0' BARS DETAIL DOOR OPENING @GARAGE G)CgOaRNER SCALE: 3/4•=7'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ ISd COMMON AND NAIL W/ 18d COMMON VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM, HEIGHT VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C BTM. EI LAP TO OCCUR OVER STUD OF WALL PLAN LAP TO OCCUR OVER STUD OF WALL PLAN w a a I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2xe WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a1 NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE O a SECURED W/ 2- PART ¢g SPACING. SINGLE BTM. PLATE 1/2'x9' WEDGE ANCHOR W/2' gTM, PLATE TO BE PT. 2' CAPPED a EPDXY. MIN. EMBED I TO PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO GALVANIZED PIPE Q 8', LINO m - PLATE PLATE EPDXY 5-1/2' EMBED. MIN. 0 18.00 SLAB W/10d MASONRY W/FLANGE ®BASE S Q SPECIFICATIONS FOR SIMPSON SPH4 OR SPHB MAX,ADDITIONAL NAIL IW O/C STAGGERED. METAL p USE AND BTM AND TOP PLATE CONNECTORS NOT M h PREPARATION OF HOLE. ANCHORS W/ 10d x 1 1/2' COMMON NAILS FILL ALL REQUIRED WHEN NO Z HOLES, DO NOT USE 10d W T. W UPLIFT IS PRESENT. SECURE FLANGE TO SECURETAPCONS SLAB W/(4) 1/4- X 2 1/4' x 3• ¢ SEE SLAB SCHEDULE SEE SLAB SCHEDULE 4 Q` ¢ 0'-0' .P¢ + TOP OF SLAB _� .. ; TOP OF SLAB 4• CHAMFER (7STORY)—' • � a 8' CHAMFER (2-STORY) a �_ • —Q Tn •: :•, e • s EQ. EQ. SEE SCHEDULE EQ. EQ. EE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL O o 8 F SCALE: 3/4'=1'-0' (W� UPLIFT) SCALE: 3I4'=1'-0' SCALE:&4'=7'-0' SCALE: 3/4'=1'-0' (NO UPLIFT) LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 18d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4. O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS i 2x4 OR 2xe WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE as> PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO D BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ F� Q w o] 18.0/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO 0O a) e' CMU WALL UPLIFT IS PRESENT. 8 i +-ao• • --TOP OF SLAB SEE SLAB SCHEDULE_I—, i SEE SLAB SCHEDULE + a-o• i TOP OF SLAB c 'ISOLATED' COLUMN PAD CENTERED UNDER WALL AND • -�. POURED MONOLITHICALLY WITH • -- FOUNDATION AND SLAB `� --� ---gi-s SEE SCHEDULE SEE SCHEDULE . FOR WXD, BAR SIZE FOR WXD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO - INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD I V _ SCALE: 3/4'=1'-0' (NO UPLIFT) SCALE: 3/4'=1'-0 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.eom L AA P. 0003326 [itt. T f $ R i sUDDIV. ae LOT: ABBOTT PARK LOT #16 BLK #8 PROJECT* 04181.000-16081 MODEL 4EWB "1499-FREEPORT" OARAOE s11IMO: LEFT PACE: DETAILS 160 MPH EXP. C DOWEL PLAN SCALE: 114' = 1'-0' 1441 Ni RONALD REAGAN SL LONGWOOD, FL32750 FM: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M 0003325 ti M f F T LL MM 8tMDIV. ae L+OT: ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODELa 4EWB "1499—FREEPORT" GARAGE 8VIING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DAB., UNT 10/15/20 BCAxx. 1/4"=1'-0" MIEET s1.2 TIE VERTAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTEDICBOND BEAM VARIES PER ELEV. —J, Z °• g N 5 a O CLEAN OUT REQUIRED E FOR INSPECTION •a 1 I TIET/ERTICAL REBAR .. - TO HORIZONTAL . REBAR W/ 10' HOOK BAR SIZE 148 BAR DIA. Z k3 18, U k4 24' k5 30' k8 38' HORIZONTALNERTICAL .-I4r (D----CINGREINFOR SCALE: 3N'=1'-0' z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND y SPACING REQUIREMENTS 0: mW U O N Z 8' CMU WALL TOP OF SLAB - a TOP OF SLAB SEE SLAB SCHEDULE Z w BAR SIZE 48 BAR DIA. g EXT. PORCH SLAB4�-4:CFIAMFER(iSTORVk3 18' UW/ Vv ISOLATION 8CHAMFER(2.STORY)JOINT (WHERE • .k4 24' a APPLICABLE) Z_ MATCH STEEL k5 30' 8' PVC CHASE REINFORCEMENT k6 38' iv 6' PVC CHASE THRU FOOTING PER SCHEDULE THRU FOOTING k7 42' MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3/4'=1'-0' k5 BARS EE m S. M 4. ail V-0„ ■ o * 1 0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES 3 MASONRY SYMBOLS SCALE: 3/4'=1'-0' i44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX 407-7744078 www.abde•igngroup.com AA k: 0003325 StISDIV. de LOT. ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODEL: 4EWB "1499-FREEPORT" GARAGE SNING: LEFT PAGE: DETAILS %160 MPH EXP. C 11c mom DATE: 10/15/20 SCALE: 1/4"=1'-0" SHEET s1.2A. FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA76 W/ (9) 1Od x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8' LONG, WITH WASHER ® 16' O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM 0'-W, FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. -TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. - EACH END, O/C - ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. - THROUGHOUT MARK DESCRIPTION (psi) �H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBI MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8' PRECAST & PRESTRESSED U-LINTELS A SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PLF TYPE am�� IflRl4M IPR648 � IPMNO �W �NM TYPE - _... RCU LENGTH 9'41' (42') PRECAST 2221 W-W (4r) PRECAST ISMS W-S' (64') PRECAST INS V4' (041 PRECAST 1217 8.10' (70') PRECAST 1082 174' (Tn PRECAST S08 r2' (W') PRECAST 743 V4' (112') PRECAST 864 10$" (12n PRECAST 478 IT-C (13n PRECAST 302 12-T (1"') PRECAST 317 W-C (160') PRECAST 296 104r (18r) PRECAST ve 14'4Y (178') PRESTRESSED N.R. 194' (1841 PRESTRESSED N.R. ir4' On PRElITRESMED N.R. 10'4' Pr) PRESTRESSED N.R. 21'4' On PRESTRESSED N.R. 27-W (254) PRESTRESSED N.R W-V (7MM') PRESTRESSED O�m000 m00000� D��OmO mm0000v m®momov mmomoom �movo mm000mo mm000C�!^C�'! i0�00l�00 om®oo�'�ca! OD®0©00 ommom�r!Q^ oommoov O�m�OmO 0©0©m 0 oommmoo vom000v ©Omm��O MEMOmEZ:70CA©0 ®�mmmm0 0�0�00� 0©©0©00 a000©oo 000�®0� 00�00�� �m�0mm NJL 1#1 #1# 4!0 IM W R@ 1ffi (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'BAFE LOAD TABLES' BY CASTCRETE MAY 2D76 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 7-0' (42') PRECAST 102E 1024 1M V4r (48' PRECAST 786 769 1300 V-r (64') PRECAST 592 $01 1073 6'4' (64') PRECAST 411 /'11 745 8-10' (70') PRECAST 340 330 810 V-r (7n PRECAST 607 721 490 r4' (S07 PRECAST 424 6S4 M V4' (112') PRECAST 326 612 nD 10'-V (12r) PRECAST 284 401 180 11'4' (13n PRECAST 200 462 164 12'-W (144') PRECAST 244 402 137 134- (180') PRECAST 217 324 110 14'4' (18" PRECAST 206 203 100 14'4! (17r) PRESTRESSED N.R. 264 91 I&W (1841 PRE N.R. 269 83 1r4' Wn PRESTRESSED N.R. 194 64 1V4' Mn PREWIRESSED N.R. 148 82 21'4' (2M PRESTRESSED N.R. 125 42 274r (011 PRESTRESSED NR 116 40 2'r-W On PRESTRESSED N.R. 01 as SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT Lwmm�WN�WN KEN OEM mRan moomoov m0�0 �00000®o oo�oomo ���000mo �00000mm �0000000 0wmm - ffi[}riwzrw7r �Dmmrff=i=m=l III MEEK= ��QE"w C�1Q�iJ�rci9', 1 W;"O I �.. ®M rrm nca'+�rr _ ®�il1Q'1ET'!�l1�T1Cl7 arn�r,•au!�Aa�+-Mwar. ,ARar-1.l�1A (#)THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • PROVWE MNAMUM 4" OF BE~ PAST EACH SIDE OF WNWIN OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0128.03 LIFT BEAM PLAN SCALE: 1/4' = 1'-O' 144i N. RONALD REAGAN BLVD, LONGWOOD, FL 327510 PH:407-7746078 FAX 407-774.4078 www.abdeWgngrouµcom AA #: 000332E t e. a SvBDrv. Al. LO ABBOTT PARK LOT #16 BLK #8 PROJECT 04181.00 -16081 MODEL: 4EWB "1499-FREEPORT" GARAGE Sr/ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES %160 MPH EXP, C FJC T DATE: 10/15/20 SCALE: 1/4"=1'-0" SHEET s2 #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ IV HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-W NOTES TO THE INSPECTOR/CONTRACTOR TYP.8'X8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM w 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING OFF\ REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST #5 V� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'X19'5. SHOULD THE io COURSE OF BOND BRLE BOND BEAM EAM IS OMITTED AND A LINTEL EL IS PLACED. THE STEEL WITH A LINTEL THE OM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL. S" 0\ Pip 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. BEAM W/ (8 #5 BAR OND TOP OF BOND BEAM '\O g EACH COURSE p SX8 BOND BEAM TOP OF W/(1)#5 BAR .ti; BOND BEAM F =FILLED W/GROUT -(\Ap U=UNFILLED GROUT SOLID FROM OP .j1\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 G\\A'�Q 8X8 PRE -CAST CONCRETE ''qqg ?, �16-1T/1 M/ B LINTEL W/(1)#5 BAR(L2) NOMINAL QP HEIGHT # OF #5'S, TOP LENGTH - BAR =WIDTH OF MASONRY 9 OPENING-2' IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR BEAM DESIGNATION THAT XFXX-1T/1MPoB INDICATES A DOUBLE BOND BEAM # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4'-I' V AND XFXX-1T/OM/OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(L7) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX - IT/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED P LINTEL OF OPENING AND XUXX- iTMK4/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED UNTEL WINDOW PRE-CAST•31Af' WINDOW 'SLOPE SILL Z g a TYPICAL MASONRY WINDOW �1 SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-0' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 W W W.abdesigngroup.com L AA S: 0003325 y i mill EUDDIV. ee IAT ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MCDZIA 4EWB "1499-FREEPORT" GARAGE EWING: LEFT 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) 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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4- NOMINAL BEARING (4'). 8. 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. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PSS36, .177' ° x 2 7/8" LONG, WITH WASHER ® 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH ENO UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER I ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 'kip c� c3 c� RG. FRAMING PLAN SCALE: 1/4" = 1'-0" u U u 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 8 T c (>r $ $a M i atMDIV ae X.OT: ABBOTT PARK LOT #16 BLK #8 PRoJ=T1v 04181.000-16081 MGDEr1 4EWB "1499—FREEPORV' GARAGE 8WING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 }' NAILS TO TRUSS PLYWOOD SHEATHING, SEE 'ROOFANAL/FLOOR # 1100 UPLIFT SIMPSON H ANCHOR WITH B-(2))18dx HTSM20 W/10 10d TO ISIMPSON 16d x 1 NAILS TO TRUSS SHEATHING AILS TO FASTENER SCHEDULE' TRUSS AND (4) 1/4' x 2 1/4' DBL STRAP, ,EACH SIDE WRAPS UP AND DB , TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SVP M2 2' z 4', (78) 10d x 3 }• NAILS TO GIRDER AND 8', 8'x 4'-0' MAY BE ADDED -- _-- - - _ _ __ ____ ___ - _ _ It 1900 UPLIFT (2) SIMPSON _-_ABM20iNSTALLt: (2)SIMPSON HETA78 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3- Oh>-_.. __- _. - -PRE-ENGTRUSS __..- - ---_- WITH (12) 16d x 3 }' NAILS TO GIRDER 0/0 TO FACILITATE ONE OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO ,x2, 2x WOOD FASCIA ACCOMMODATE TRUSS TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. CONT POURED LINTEL 2x SECURED W/ (3) 18d GALV. COMMON NAILS. ENGINEERED WOOD tx2 SECURED W/ 10d TRUSSES 0 24' 0/0, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12" O/C FOR REVIEW AND APPROVAL MASONRYBONDBEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U2LBS, L:1430 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN.365 C ALLOWABLE UPLIFT=U:2705 LBS (2 PLY) 2' COVER 8 2• APART TYPICAL TRUSS/ REPAIR OF MULTIPLE is ib 1c B 4=,-O MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) SCALE: 3/4'=1'-0' PRE-ENG GABLE TRUSS 20 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 24- O.C. NOT SHOWN FOR CLARITY) MAX 6'-0" MAX (W/i X4) OR 10'-0" MAX (W/2X4) (2) 2X4 No.2 SVP DIAG. IAG. 2x4 BLOCKING BETWEEN BRACE W! (3) 12d TRUSSES WHERE TRUSS DIAG. BRACE TO ( X-BRACING IS PRESENT AT 2X4 DIAGONAL BTM. CHORD COVER 5 TRUSSES) 4'-0. O.C. (AT SHEATHING 1x4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING 0'-0- TO 30'-0- (1) -X- BRACE SEAMS) BRACING, SEE LOCATION VERIFY 30'-1-TO 6V-0(3)'X'BRACE SECURE PT. PLATE PLAN FOR LOCATION SECURE 2x6 PT. PLATE TO - W/ TRUSS PLAN (1)'X' BRACE 0 CENTER / 1 TO BILK W/ 1/2' DIA. Q � U 0>. MAY NOT BE Wl W/ 1!2' DIA. ANCHOR BOLT W/ 2' (2) W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' N ¢ a !- REQUIRED WASHER SET IN HIGH FROM CENTER TO END, WASHER SET IN HIGH STRENGTH EPDXY S' MIN. 2x WOOD FASCIA, STRENGTH EPDXY e' EMBED. AT 32' OC MAX. SEE ARCHITECTURAL MIN. EMBED. AT 32' OC BTM, CHORD OF SECURE GABLE TO 2x8 P.T. MAX, WOOD ROOF TRUSSES PLATE W/ 12d's 8' O.C. MAX RE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' POURED STIFFBACK (AS PER O.C. MAX LINTEL COURSE TRUSS ENG) CONT. 20 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED M 10'-0. O.C. MAX. 10 BTM. CHORD BRACING e'-0' O/C END WALL OR OTHER MAX., OR 20 BTM. CHORD BRACING END TYPE CONDITION, IF CONT. 20 SECURED W/ (2) 10d's 0 EACH 19-0' O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN TRUSS TO BE INSTALLED Q 10'-0' O.C. MAX. SEE SCHEDULE FOR COMMON NAILS AT EACH CHORD BOND BEAM REQ. INTERSECTION TYP. BTM. CHORD BRACING GABLE END BRACING W/ PRE-ENG 6 (: SCALE:3/4•=l'-0• A 4 GABLE TRUSS @ CMU WALL SCALE: 3/4'=l'-0' WALL W/ GABLE END &PLLOCK R—E--ENG'D i'- TRUSS SCALE: NOTCH DEPTH 114'D J HOLE EDGE>5/e• i HOLE DIAMETER THE USE OF ALTERNATE MATERIALS MAY BE <215'0 SGL. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3 FOLLOWING SPAN ONLYOF HOLE EDGE>5'8' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _ �r A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 01 THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 BTM. HOLE DIAMETER FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE <3/5'D DBL. STUD SUBJECT TO Fl AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 0 SCALE: , 1/2'=1'-0' LTERNATE MATERIALS e!�SCALE: 3/4'-1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.abdosigngmup.00m L AA M: 0003325 1 Y i —LL 9USDM As LOT ABBOTT PARK LOT #16 BLK #8 PROJECT# 04181.000-16081 MODEL 4EWB "1499-FREEPORT" GARAGE 91rING: LEFT PAGE: DETAILS 160 MPH EXP. C VTCR SPACING (1) AT EACH END 'GgL lii�1,11 2X4 BLOCKING BETWEEN TRUSSES VTCR AND 6'-0" O.C. MAX. ,1 (2) 2X4 N0.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) V-0- TO 30'-0' (1)'X' BRACE 30'-1' TO 6U-0 (3)'X' BRACE (1)'X' BRACE 0 CENTER PRE-ENG GABLE TRUSS 1011 BRACE EQUALLY (2)'X' DIVIDED STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH \ (AS PER TRUSS ENG) I \ 1101 111 PLYWOOD SHEATHING, SEE u 'ROOFMMALUFLOOR tl` SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1X2,2x WCODFASCIA CONNECTION PER Z SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d EERED WOOD GALV. COMMON NAILS. TRUSSES 8 24' O/C, 1X2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12'0/C AND APPROVAL SECURED W/(2)12d's® PRE-ENGINEERED BEAM EACH TRUSS �� VALLEY TRUSS CONNECTION SMASONRY EE SCHEDULE GABLE END PRE-ENG'D TRUSS � SCALE: N.T.B. 1 W/ HIP RETURN BDALE:34'="°' 1441 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.ebdesigngroup.com k AA M: 0003325 r � C f Sw E i a%YBDty ae LOT: ABBOTT PARK LOT #16 BLK #8 PROJECTp 04181.000-16081 MODE:. 4EWB "1499-FREEPORT" GARAGE DWING: LEFT PAGE: DETAILS 160 MPH EXP. C L \AK NO 93M J DRINT A 10/15/20 aCALE: 1/4"=1'-0" SHEET S3.1B 1 db GABLE - END HIP EDGE A`#' ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 =18.56 PSF (28'56) ZONE 2 = 32.94 PSF (42.94) ZONE 3 = 56.30 PSF (66.39) W. W-O` END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:-C' RISK CATAGORY: It APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16' O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 2.4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120, 170,000 1RINGS SCREW SHANK ER INCH) ER I 8d SCREW SHANK 21/2' 0, 120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2' CDX OR 7/16' O.S.B. PLY WITH So RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J z . Q Z J � w U InO 2 0 a Z . . y Q z . 0 19 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. RAFTER OR TRUSS RG/1F RHFATHING -�-_ma' ,1 miilljlll ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING Ced RING SHANK GUN NAILS 0 6' O.C. IN FIELD 8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.S,yN FIELD J1 TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MA)UMAAAGGREGATE SIZE SHALL BE 3W. ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING Ced RING SHANK GUN NAILS 0 6' O.C. IN FIELD 8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.S,yN FIELD J1 TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FORTHE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011. ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MA)UMAAAGGREGATE SIZE SHALL BE 3W. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED YV. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. RD -1100 PSI AND A MODULUS OF PROVIDE 64K CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WIN ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL RATED TO RETENTIONFORMWORK: LWOOD CORROBBORATE TETRAHEDRAL (DOT). FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANYUM FORM -WORK, SHORING. AND BRACING FOR AL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 6th EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK ARE NOT PART OF T14E STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SVP 42. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Z CHAIRS SPACED T-W OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS i0 HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM A816 GRADE ISO IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: Art THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI.14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND TP WTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psl AND VERTICAL SHALL SHALAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED PSI TOP CHORD -narcan Tt REV20 TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - ' #6 BAR - ' WOOD TRUSSES. 10 psl BTM CHORD-nonconcurrem #5 BAR - 3030' #7 BAR - 4242' PROVIDE 36' x 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH SEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. TOP CHORD p TOP CHORD (7 PSI ALT SHINGLES) (7 psi e (1 psT w/ No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. STM CHORD 10 psT STM CHORD 5 pef BTM CHORD 5 p THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: iopd MINIMUM 101NCH 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 SO psf STAIRS LIVE LOAD 40 PST WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED-160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7.10 (FBC R20M EXPOSURE C, RISK CATEGORY II) INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opsf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20PSI, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30psf, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 4OpW, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: 50ps1, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pef, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: 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' (ACI SM/ ASIDE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm - 2000 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS, GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT G476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF B' TO 101. USE ONLY MECHANICAL VIBRATION 70 CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 FSf, FOOTING TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1567. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR B X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Py = 36 kei FOR ANGLES, PLATES, AND W-SHAPES, STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 48 W, STRUCTURAL PIPE SHALL BE ASTM-53, GRADE S, TYPE E OR S, Fy - 35 W. TUBE AND PIPE 2,600 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. AL CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS BE THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED Sd- PRIOR TO THE ADOPTION OF PLASTICIZER METHNDER INACCORDLL NCE WITH25-N THEBOLTSWITHWASH-NUTERS BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. CONCRETE SWILL COLDLY WITH ALL THE REQUIREMENTS OF ACI301 AND ASTM C44OR MEASURING, MIXING. TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIMESTAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REWIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3' FDR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B FOR CONCRETE EXPOSED TO EARTH ANDIDR WEATHER 1-in'FOR Mi AND SMALLER 2• FOR #6AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1rz" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION .1. TYPE SPACING REAIAPKS APPLICATION Sm TYPE ­NG REMARKe 1—TFURRwGTO CASE WIRDENFDCOLL GAMGE DOOR BUCK iH'DN. TAPCON MASONRY ttrz'EMBED., A'ENO DST., MASONRY/GONG. NNL 11/Y LONG. S•OD TO—NRYM.ONC, NOWABHEP FASTENER S, rz'EDOEOIST. EGD, AL EM. DODES CASE IWRpENEDCOLL S'OD WINDOW,➢OOR/FAGTENED GARAGE DOOR BUCK I.-D...ExPANSION BOLT 3<•OL z•EMBED.,A'ENDDST, iz PTSEENOTES -111YY .. eTAGEEPEO INTO MASCNRYDONC. TO MASONRYDONC. WASHER SEDGE DIET. wslDow auto EDENEDCDIL CIIAAtt?LONG. S•oD W.—TENED INWWDO MEru sTRwro CONTACT THIS ENGINEER FOR SPACING x Pr, SEE NpTEe STAGGERED INTO- MAsx/RY/caNc. REQUIREMENTS E%T. SWINGDOOR STICK. PT, SEE NOTE < 121 &1B'DIA NO WASHER TAPCON PASTIER tS OD 11R'EMSEOSEND. GIST., 111 EDGE DST. NOI_"NEWGW TO WNC.9lA8 tfY° F%PANSKKi 4•PADED.CEND W/ WABHEq BOLT TA OD DST., 3' EDGE DST. h PT WINDOW DUCK 3S PAF z21R' S•OD 6• END. DIST., 1f? PT T0STEEL L., BEE NOTE e COStW/WASHER STAGGERED ED. DST, NOT 11. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN & FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILEr 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 6� JL44i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngfoup.com AA 8: 0003325 w � S S4V h ►►11 BUDDIV. ao LOT: ABBOTT PARK LOT #16 BLK #8 PIoJECT# 04181.000-16081 MODELa 4EWB "1499-FREEPORT" GARAGE BWU40: LEFT PAGE: DETAILS 160 MPH EXP. C OCT DRDIT AB.• 10/15/dU BCAI.E: 1/4"=1'-0" °HEs N1 A t