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HomeMy WebLinkAbout7992 Broad Pointe Dr99tuf72-4EAB-ARIA HOM S 12602 TELECOM C)RIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES a�� 1 9 202 pp`�E REVIQ ZEpKYRHI L PAN EXp,1J11NER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS .ng= BMDM CWX USMENTIAL, GTH M& ( ST • AIL LOC1L AND STATER CODES • OCCUPANCY - RESIDENTIAL, GROUP W :CONSTRUCTION TYPE - VB •YIN. INTERIOR FINISH — CLASS B *BASIC 1FIND SPEED — Vult=160 MPH vasa=124 MPH _ C •I —STORY RESIDENCE •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV, A/C ABC T. BD. SD. CL OAH. CLG. CLR CONIC. OPT c r. D. DHL. D.O. DIA. DISR DK D.S. DTL. D.W. EA. ELEV. FQ � FIN. PER FLUOR. FTo R. GA. GAR DISP. O.F.I. OL. GYP. BD. HH. H.C. HOE. ENSSTIJE. Bar. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE BOARD GE AMFERDR HOARD CENTER LHdE CABINET CEILING CLEAR CONCRETE CAST DRYERCERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DOOR DOWNSPOUT DETAIL EACH EACH ELEVATION EQUAL GLA FUEL FINISHAS FLOOR FLUORESCENT FoOOTINGHDO°R GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM HOARD HOSE HIS HOLLOW CORE HEADER IHEIGHT NSULATION INTERIOR LAV. LUM LUN MER. NEW. M.T. MTD. MIL. N.T.S. GC. PL P.H. PH PLT. PLYWD. PR PT. RRAD. R° RM. RO. SC. s.H SEE SHT. SI M SL SL.GL. STD. SWS TEMPSECTQ T T.O.C.O. T.O.P. T.O.S. TYP. U.N.O. V.P. W. 1 WD WDW. WIFE W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER UM `MTA T METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RRAAD�RJS REFRIGERATOR AIR ROOM ROUGH OPENING SOLID CORE xTDR SMOKE DETECTOR SINGLE HUM SHEET S SIMILAR SLIDING SLIDING GLASS STANDARD SNEARWALL TI PEERREDGLASS THICK TOP TOP CURB TOP OF PLATE TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WINDOW WATER HEATER WROUGHTIRON DATE DESCRIPTION ®vom 0D'BIUD ARCHITECTURAL SHEET DESCRIPTION wigs ZOTI FCC WDATE PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI —MECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6-WALL ASSEMBLY DETAILS 01/l9IID CD 8 RE•1881ED �nb FOOTMVG REVISION PER M DO,EB IMMAS PLAN MAINTENANCE 03R8/19 REVISED LNTEL SIZE AT FROM ENTRY DOOR tb4tM ADDED LED LK+NTB • KITCHEN , BATNROOMB PER MARC 8011E8 01/I1A9 ADDED STONE OPTION ELEVATIONS 0' , D MOnWS ADDED OKW-0•CEILM6NE04T o REPLacE ud• coNHECTORa IutH eo r'NsoN coNrECTORs • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04AMO OPT. B-O• CLG. NGT. ELEVATION V- REVISED FEW OF ARCIUkY SQ.FT. CALC. S LIVMG 1012 8Q FT. GARAGE 432 SQ. FT. AM � sba FT' Tura- 2,238 SaFT. STRUCTURAL SHEET DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.1A—DETAILS PG S3.1B-DETAILS PG SNl-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OFFURTHER DETAILING IN ORDER TO BUILD THIS ROJCTBEDTH DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND ITO ALL WRITTEN RFI'e IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE EEN GENERATED FOR UNCLEAR ASPECTS OF THE NSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327I50 PH: 407-774-6078 FAX: 407-7744078 wwwAbdesigngroup.wm L AA 0: 0003325 axmz) v a, LOT ABBOTT PARK LOT #8 BLK #8 PROJMCT# 04181.000-08081 MODICLc 4EAB "1672— ARIA" GARAGE SWING: LEFT PAGE COVER SHEET 160 MPH FA. C 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN,SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, GARAGES AND CARPORTS i. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 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 V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR CTHER 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/:INCH GYPSUM BOARD OR EQUIVALENT, 8. EXCAVATIONS TO BE A MINIMUM OF Y- 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: 1, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (UPI 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 SMALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SWILL BE PER STRUCTURAL, SEE ROOFMALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 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 %z" 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 CGVERBJOS 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 FSNSHES 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-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-CID63 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT I? O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S I CONTRACTOR'S PERFORMANCE DRAW 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. 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 FM: 407-7748078 FAX: 407-7144078 www.abdeslgngroup.com AA #: 0003325 b io >' b 1 UIDDIV. 4k LOT.il ABBOTT PARK LOT #8 BLK #8 P)RAJECTp 04181.000-08081 MODEL: 4EAB "1672-ARIA" GARAGE 8Wn9Q: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C pmarr DATW. 06/10/20 8CALE: 1/4"=L'-O" T3iIEET GN -- otEEEEEI,a oIEEEEEEEEEEEEIo ��a;11�lEE!o o Ic;o 0 -- . F i surm 11 0 ■ mm i ME i i - � • IV II- m. ll:. :■4 i il DOLLARD PER -�■0 CODE 1 :R mm am Zl GAME - - ME -die ol��llo allommillo o-Ifo 4'-4' FLOOR PLAN SCALES 1/4' . I'-m' SQ.FT. CALC. S LIVING I.612 60. FT. GARAGE 432 Sa FT. Odilel 38 SO. FT. LANAI 96 SQ FT. TOTAL 2;38 SO. FT. ODM'OIBR ND QJDOIaI ED LOADa II■C alD Eli'Oa1E FOR a aoclo 0281e IOIE 11DM11111DMID IBINKB NOTPE MDNPE FOOTAGE WT# MR UINDOW 10 S 34/-48 CRITERIA EXTERIOR &JANG IS 5 33/-43 DR MIK CRITERIA SCsD. MINI. 41 S 31/-39 CRITERIA 169"o O.N.D. 112 9 201/-31b BASIC WIND SPEED MPH = 180 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. - 13'-0* PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0011IM LDAE(IM C L. TOP PLATE 0 m BAR DETAIL A SCALE, IR'.I' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA 0: 0003325 A 4 i SUDDIV « LOT: ABBOTT PARK LOT ##8 BLK ¢#8 PR.OJMCT* 04181.000-08081 MODEIt 4EAB "1672- ARIA" GARAGE 01111ING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ./-18'-O' BLDG. HGT. S"w ROOF I 6' RAISED BAND 6 4 RAISED BAND OPT.COAGH \\ LIGHT MINE - �_ � Imo' �I �' IIII ■� FRONT SCALE, 1/4 - V-0' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FISCR R103.4 8'-0' BRG. HGT. 10 LAP SIDING AS SPECIFIED ITYPJ , —4' FRIEZE BAND ITYPJ 6' TRIM BOARD ITYPJ O8'-0' ERG. HGT. ERG. HGT. 8'-0' 55r.. HGT. 46 Tyr. I' b3'Xi2' DECORATIVE SHUTTER W RAISED BAND (TYP.) _ o0'-0' FM. FLR. 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT I�6 I / OFF RIDGE T i AREAOFATTIC = 22355q FT. NETFREEVEN71LATRDNAREAREQIIIRED = 1/30D REQUIREDVENTRAIIONAREA = 22S/300 7.9 VENTILATIONAREA R SO, INCHES PER FT. 11441 1072.9 SO. IN. NEN. REQUIRED VENTILATION = .5X 107IR IN UPPER PORTION OF ATTIC 5364 SQ IN. OFF RIDGE VENTILATION AREA 115 SQ IN. PER VENT 53G4 /U5 TALROFVENTS REQUIRED 4.6545 I M-1 FEW Lol III [MUMEM101 REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH 1'-0. 46 TTP.I -R'---'---'---'---------------------'-----_-------- _-'oA-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I45 ITT. 0'-O' FIN. FLR 0 RIGHT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH ' o8 0 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:401-7746078 FAX, 407-7744078 www.abdosigngroup.com AA 8: 0003325 cc ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 126V OUTLET 70 AP $mum POLE iw'v OUTLET WY OUTLET N Q oun lT aaR® ro SMTCW ON Re" OUTLET !VEINED (TAT FML 10l VMM REMAWVEINM I�N6'TANT TTR) TYPE) 220V OUTLET (4) WEIR commmanON —tom OFI EM. WATEW000P gaLET OMM FAULT NlElwa•'FaR OUTC 4 6. ewTCH 3-WAY OPER aWTCH 4-IU4Y OPNR j-�F/�\)4 WALL MOUNM V LIGHT CEILN6 LIGHT © LED CLO LIGHT LED VAFWft ©vp PMMP LqM O vp VAPOR PROD! 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ANC TM M LIaLRala I1YT M BlabY O itic, t Ty" PH abonam EIFIclICY) feNL 61M Eolno4 R4e4a METER FIELD VERIFY LOC. \ -i OPT. � COACH LIGHT — ELECTRICAL PLAN SCALE: 1/4' . I'-C' WP Panel MAW -A PANEL: SAS%p crt beaker VOLTAGE: 120/24OV-lPh MAIN: 150 Amp M.C.8 FEEDER: 3. #1 Cu TMAM & 1- #8 Cu (G) in 1 117 C. OR 8-#20 AL TMAN & 1-#6 Cu (G) in 1 1/2' C. vn� Pme ela w•w arpm a•ewe wan d.ed a aR. Pex %Rn t12 I 20 E.IWNR.t CfIWIUO 1200 I1 2 nx x p 1YyYbn P—P IWO 3 s e a 4080 A!C c.u: + 30 2 nD Bpaa 7 PANEL -A PANEL: 42 at Weaker VOLTAGE: 1201240 V.1 Ph FAN: 150 Amp M.L.O. FEEDER 3. #1 Cu TRM & 1- #6 Cu (G) in 1 1Y2' C. OR 3 #24DAL THAN & 1- #6 Cu (G) in 1 1/7 C. VA. Pot. lv a water, arse arawt war. 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OWNER'S DATH PRDNDE 31J/0 CU, THAN • 1% CU N 2' CONDUIT OR 3 %0 WIN AL, TWIN- CU N 2' CONDUIT. (CONDUIT TO IRRV ATE ABOVE SONPIT IF Ov%04ANW 150 AMP ELECTRICAL RISER NOT TO $CALL COFOB1A71CN aEIBVKE AIO l4"P 016CCNWCT SWITCH AND EOR40 VOLT GENERAL NOTM M ELmrmc ran" N I A ELECTRICAL MATH" AND N6TALLATIONN SMALL NMU 311111 NNCLOMBIE MLO Gd•!L7 uR14 sLNOTItlCAL P FIVVW1ON16 OF THIS �LdltH PANEL EDITI04 rfelT) LOCAL CODN6. AID ALL LOCAL POUR CCIPPANY RNGUNOMOM l0AlJP IL ALL CONDUCTOR$ SMALL = TYPE THRNRNIN NLESS NO= OTWRUM. T!LlP.10F1 aeRvlcc CAILN tELtvlea4 PoueR carPAFtr iRAN6F0RCR 6NTRAFKN BERACE BNIaANCi EOINTlM NOIIAR'M NTERaY6101 BODING TERMINAL AT LOW yay VOLTAGE 006ECTIOIM P16DNDE 00 AMP. 0O/240 VOLT. I PHASE MOONDART=/ 1 14 CI MRVN:E GPIO ND CONNECTED TO ELECTRICAL MCE. PR RVIOVIDE 3'1 COPPER (CU) (CU) N CONMTE ENCAMD FOOTM OTML PER 1421' DIA GC1 MX" M PVC CONDUIT OR PROVIDE 3 ELF Nomm, OF INS mGRIdki -2/0 ALU'INIM (AL) N 2" DLa SOWED" M PVC OONDIIIT INLEM WRVM 16 PROVIDED BY THE ELECTING CQlANNN Y. =WATE U THI ELECTING r...IAX 6 PT LONG COPPER C.AD O1000WD ROD COMPANY PRIOR TO BID. I "I N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeslgngroup-pDTT1 AA M: 0003326 IPA5 � M yJr 6 W V } EJ ABBOTT PARK LOT #8 BLK #8 PROJECT# 04181.000-08081 MODELA 4EAB 111672- ARIAFF GARAGE 91IIPTG: LEFT PAGE: ELECTRICAL PLAN 160 MJH E C JU11 L4 DAT .• 06/10/20 SCALE: 1/4"=1'-0" SKEET E1 II I II I II j I I I I I I I I r i I II I I I O 9 II • II I • I ;n I I II II I I I I ii I I I 9 I l in I ii I liv--� i II II I I �il 1 I I I ii I I I L ___—J I T ° r vr.le�► Ct I IR 2-1 KITCHEN ?' AUTO VENT 2' V.TR ( i 2' I1/1 11/2' I 2•-1 I 1 1/2' 2 I Tm I I j r--1 1/2' LAV I �n �11/2__ 2� 7jr.11/2'—Y�-11R' i 2. 4 3 I : WASHER 3' LAV. Ay I 3' I SFIUlR 3' GA. TO 3• MAIN PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE, 1/4 . P-®' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA p: 0003325 J W I ;a4 1 r Y3 9VHDIV. AC xlo ABBOTT PARK LOT #8 BLK #8 PROJECT 04181.000 08081 MODEL• 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: PLUMBING PLAN 160 MPH Exh C BCAIA: 1/4"=1'-0" SigEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS &WALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NFPA WA 2-3J 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, $WALL DE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL DE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL DE INSTALLED TO MFa RECOMMENDATIONS AND FBC 6TH EDITION (201I) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DRIP BOOSTER FAN OR EQUAL. FANTECH OBF 110 DRYER 8006TER CAPACITY 60 LINEAR FEET WITH MAX SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TF NK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT I9 PASS-THRU AIR GRILL NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAMS ATTIC CEILING O O EXTERIOR WALL SECURE STRAP TO CONC. CONDENSER PLENUM y AIR RETURN W/ (2)-3A6'X2' TAPCONS UNIT SIMPSON WD ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y SECURE STRAP TO UNIT W/ (2) AIR HANDLER EXTERIOR WALL W CONCRETE SLAD 4SXI 1/4' SHT. MTL. SCREWS y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW &LAD CONNECTION TO PAD T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT NOTE: MAIN COND. DRAIN 3/4' DIA TRAP DRAM LINE AND TERMINATE OVER HEAD • 12' FROM STRUCTURE IN AN APROVED DRAM, AS PER FEICR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK CO. PLUG BRONZE FL. PL. OR WALL I'-6' SEE SPEC. �' r-8•xe' coNc. BRAS PLUG FIN. GRADE OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION TO SOIL OR WASTE AS WADE 8240-K JOSAM 56MO RECUIRED N61DE SERIES NICKEL BRASS TOP CAULK P, Z OPTI/SPEC MY. INV. ITE PLAN ITE AN vEXF. GROUND CLEAN -OUT (TYPNTb FLOOR SLAB CLEAN -OUT (TYP-! ■ HVAC PLAN SCALE: 1/4 • P-0' 1441 N. RONALD RFAGAN BLVD LONGWOOD, FL 327W PH: 407-774.6078 FAX: 407-7744078 wwwabdoeigngroup.com L AA#:0003325 1.4 I L Stmi)lV. ✓k W-r.. ABBOTT PARK LOT #8 BLK #8 PROJ=Tp 04181.000-08081 MODZIU 4EAB "1672-ARIA" GARAGZ SVWG: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C R FL 2X4 TOP PLATE PLAtd PRE -FAD TRUSS V2' CLG. BOARD V2' DRYWALL --- T`P- SECURE DT2X4STUWu 4• PLATE TO 8 r— \ WRO/ 10d MASONY \ NAIL • 92' O MAX NOTE: 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. FLR T � ' 4 i 1TYP. INT. WALL ( NON— BRG. ) D1 SCALE, 3/4'-1'-0' FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R80SJJ ON J' O.SB. SHEATHNG OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND—v CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR� 1-0. TYP. O.H. 5/8' GYPSUM IN OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRING — STRIPS o 24' O.C. e' CMU 1/2' GYP. ILL. 50.- WOOD BASE — • FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSJJ ON O.S.B. SHEATHING OR COX PLYWOOD SECURED PER FASTENER SCHEDULE —REFERENCE STRUCTURAL PRE-ENG TRIM MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY — k 0'-0' FN. FLR a . a 4 W/ WINDOW OPENING n TYP. WALL SECTION NO OPENING NOTE. PER SECTION S05.1.1 - FOR ROOF SLS 2:5 1—STORY HIP BLOCK WALL (2) LLAAYERIUN ERLAYMENT SYSTEM 1 SCALE, 3/4'-I'-C' 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 r um ne aE" Pm am LN cru am GAS LINE THRU BLACK Vr- V Morn Amy onOR Aa 8r TRA�x O NWAD AD DO FASTOW TO Raw, TRAM ORAaa» w PROD= ATRDVAL I!6 a GARAGE DOOR JAMBS D1 SCALE:11/2'■1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX OVER 30 FELT PAPER OR SECURE W/ (2) 12d NAILS SYNTHETIC PRODUCT, a EA END INSTALLED PER SECTION FIBERGLA88 SHINGLES RWb.1.1 ON J' O.SB. 2x FIER STTRIC RAI. DETAILS S OVER 30 FELT PAPER OR SHEATHING OR k COX SYNTHETIC PRODUCT, PLYWOOD SECURED PER INSTALLED PER SECTION FASTENER SCHEDULE RWb.0 ON J' O.S.B. STIFFBACK AT ALL UPRKTHTB SHEATHING OR P COX PER 8TRJCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE TYP. `—PRE-ENG WD, TRUSS TYP. MTL. DRIP EDGE O.H. OH. MTL. DRIP EDGE 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR PRE-ENG GAGE TRU88 INSULATION R-vALUES PRE -ENG-% GABLE TRUSS WEEP SCREED PER ELEVATION WEEP SCREED 2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4,1 INSULATION IQ' THICK, 2 COAT WINDOW ATTAC441ENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED FENCE DIRECTLY TO MASONRY 9TRICTURAL Ix2 P.T, FURRING STRIPS 0 24' Or- 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT W BABE a. CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLIt 0'-0' FN. FLR e' CMU a ,a n W/ WINDOW OPENING ri,�- TYP. WALL SECTION NO OPENING �11—STORY GABLE BLOCK WALL D1 SCALE, 3/4'-1'-0' 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdosigngroup.com L AA N: 0003325 J %p SBDIV So I.oT CT ABBOTT PARK LOT ##8 BLK ##8 PROJECT 04181.00t 08081 MODZX,c 4EAB "1672—ARI9" GARAGE 11IMMG: LEFT PAGE: DETAILS 160 RH E ,. C A,A No acAL x: 1/4"=1'-0" 8I4EET D1 SBDIV So I.oT CT ABBOTT PARK LOT ##8 BLK ##8 PROJECT 04181.00t 08081 MODZX,c 4EAB "1672—ARI9" GARAGE 11IMMG: LEFT PAGE: DETAILS 160 RH E ,. C A,A No acAL x: 1/4"=1'-0" 8I4EET D1 im 2X6 P.T. • CENTER OF DOM HEADIER SECURED VY (1) V2' X S' J-BOLT W) 4' MN. EMBEDI'ENT W/ 2' X 2' X VS' WAGNER 4 NUT OR YV (2) V2' X S' ANCHOR DOLTS UV 4' MN. E9DEDr ENT W( 2' X 2' X VS' ULASHER 4 NW — "I NA uv nASONer I m IL& 2X6 ) 1/2' 1 DOOR BUCK GBCWMD ® W( (&1 V2' X S' K 0LTEMB DM 114T, 2- BOLT&, W/ 4' MN, EMBlOMENT, UV 7' X 2' X VS' WAGNER 4 MR. (1) UtTMN S' LT TOP, (U UtTHN S' OF TLE Bm, (3) EVENLY &PAGED. ml Im ml Imp NOTE& ALL ANCHORS SMALL BE N ACCOImANCE TO MMIIPACTURM" NSTALLATION NSTRUCTIONS UA*M SUCH NSTIRZTI47016 ARE MORE STRINGENT GARAGE DOOR BUCK ATTACHMENT �[LL4 N'•M1I 8' CMU is. DRYWALL I'X4' OR I'X2' P.T. NAILER [Ell P.T. OR %'X4' MIN. SECUREHRU TFRAME 4 EXTEND i Y4 INTO BLOCK W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 WITHIN W 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 Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 11DIDOW TO BLACK +3 4 OR +5 4 UA SCALE: N.T.B. 2X4,m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN W OF EACH END 4 18' O.C. MAX SPACNG. 2X6:m SECURE TO BLOCK W/2-%' TAPCONS(MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t 8' CMU IS' OU:. MAX SPACING. �. D�.� 2Xd m � I'X4' OR SECURE TO BLOCK W/U-j(s' (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8. OF EACH END t L I'XJ' P.T. NAILER CASING JAMS OR WINDOW TO 2X PER MANUFACTURES DETAILS, 18 O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 2" 11IND01T TO i' SCALE, N.T.S. HIDCK +1-1 " 2X4= SECURE TO BLOCK III/ • TAPCONS (MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t NOTE, STRUCTURAL 2X WOG. MAX SPACING MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE STO BLOCK W/2-W NON-STRUCTURALTAPCON (MIN. SHANK SIZE J45 TBCON MIN. 1 T MIN. HEAD SIZE 300, BEDMENT INTO SLOGK MIN. EMBEDMENT I Y4) 8' cm WITHIN W OF EACH END t 'DRYWALL 18' O.G. MAX SPACING I'X4' OR I'X2' P.T. NAILER 2X6,® SECURE BLOCK W/2-%, 36' O.SJ5. X 4' MIN. (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 10' O.C. MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-IS/" C 11BJD0 +1-15 8 E, N.T.S. 2X4,m SECURE TO BLOCK ILV TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%, NON-STRUCTURAL TAPCONS TAPCON MIN. i Y4 (MIN. SHANK SIZE .146 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )(4') 8. cm WITHIN W OF EACH END 4 K' DRYWALL IS' O.C. MAX SPACING I'X4' OR I'XP.T. NAILER 2' SCUR EABLOCK W/2-i(A' CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49—ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING —/Q NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) SODMCK22WK14WNOTOB+'" " ALE, N.T.S. 2X4= SECURE BLOCK W/ V*' �STO (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2xbm SECURED THROWN SECURE BLOCK WR-2.,NON-STRUCTURAL V STO TAPCON MR I-Y4' (MIN. SHANK 612E J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. El 'X4' OR I'X2' P.T. NAILER 2X8® SECURE TO BLOCK W/2-3 4 TAPCONS DOOR CAGING (MIN. SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49j DOOR JAMB OR WINDOW WITHIN W OF EACH END tATTACH TO 2X PER 18' OrC. MAX SPACING,. MANUFACTURES DETAILS. NDit, rMy �rhnoo To nus ars,00 NeT p,�p #•, DOOR JAMB TO BLACK +3" F' E, N.T.S. 2X4= SECURE TO BLOCK W/ V TAPCONO (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGHy 6ECI11E TO BLOCK WR-%' NON-STRUCTURAL ry' TAPCONS(MIN. SHANK SIZE TAPCON MIN. 1-Y4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' OF EACH END 4 8, CM K• DRYWALL 18. OG. MAX SPACING 2X8,m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-%- 2X SECURE TO TAPCONS(MIN. SHANK SIZE 72NTURALMEMBER 145MIN. A2l, WITHIN WOF EACH HEAD SIZE 300 t 6' TO 8. O.C. MAX MIN. EMBEDMENT I Yi) CA61NG WITHIN 8' OF EACH END t DOOR JAMB OR WINDOW 18' O.C. MAX 6PACMG. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3" F W TO BLOCK +" ALE. N.T.S. 2X4= SECURE TO BLOCK W/Y4 TAPCONB(MIR SHAWL SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE t IS' OTC. MAX 8PACMG. SECURED THROUGH 2X6,m NON-STRUCTURAL i(s' SECURE TO BLOCK WA-1/4' TAPCON MIN. 1-Y4- TAPCONB(MIR SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 300 , alu MIN. EMBEDMENT I Y4') ' DRYWALL WITHIN V OF EACH END 4 10' O.C. MAX SPACING. 'X4' OR i'X2' P.T. NAILER 2XSm SECURE TO BLOCK WA-1/4' J(s' 0.6.5. X 4' MIN. TAPO" (MIN. BNAI,YC 812E J45 DOOR CAGING MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WNDOW WITHIN V OF EACH END t ATTACH TO 2X PER 18' O)C. MAX SPACING. MANUFACTURES DETAILS. NDT6 M41 N N®p t0 R1M.tM� (Oo NOT C1G>p j•) DOOR JAMB TO BLACK +3-7/16" G SCALE1RNDO, N.RT .S. TO BLOCK +3-7 16" 2X4= SECURE TO BLOCK W)Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END t NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MOT BE ON OUTSIDE t 2X6m SECURED THROWN SECURE TO BLOCK WA-1/4' NON-STRUCTURAL ' TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO SLOCIC. MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y49 8' olu WITHIN W OF EACH END 4 V DRYWALL IV OZ: MAX SPACING. ❑ I'X4' OR I'X2• P.T. NAILER 2X8� SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMS OR WINDOW WITHIN V OF EACH END t TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" 11 K + 3 4" H SCALE, N.T.S. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 wwwAbdeslB&6mP.mm L AA 8: 0003326 MM BLJHDIV. Ae L01`. ABBOTT PARK LOT #8 BLK #8 PROJECTIL 04181.000-08081 MODEIA 4EAB "1672—ARI9" GARAGE AIMMO: LEFT PAGE: DETAILS 160 MPH MR. C I. \-RR NO W723 1 J aATZI: 06/10/20 SCALE: 1/4"=1'-0" 811EET D2 20i0 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/91/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 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 10441.4 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 11496.6 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 12/31/2020 10531.20 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 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL 12091.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R1 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15333.8 - R2 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL 15333.7 - R2 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/203B FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 1I/3112020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-O" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR W/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE UTE DOOR 2017 FBCR 12/31/2020 FL 5891.4-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-117 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 17801.1 INTERWRAP, INC. ROOFING ROOFING UNDERLAYMENT 2017 FBCR 11/17/2018 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FOCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-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 30YEAR 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 UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesWgroup.com L AA S: 0003325 1 = 1YY99�11 p � � 7eC J kk y� ii �111 I BXMDIV. & IAT ABBOTT PARK LOT #8 BLK #8 PROJECT/1 04181.000-08081 MODEJ1 4EAB "1672- ARIA" GARAGE SMINO: LEFT PAGE: PRODUCT APPROVAL LISTING Q60jft E C OLR7LD MO.10.Pr.A ®roLo OLra.o NWO. R.A L a.ow. Pr.• L CRUAN . Pr. c • OmLo . Tr ® KICKOUT DETAIL ® IKLD WWC.PLA i. a.A.s . IR. • L CR[Ass . Pr. c A P"Pt. c MOW PT. E TLL Pr.c Tam" EOTTa, MANSE borrom 0 M-4m0° 1M,ER,tlMT MAL. P".02 ma an. T cErlw 11 M t COAT DM PAPER owtom aLT) LAYER Z co uAeAl•owwx OrLT) A 6fowy) ARAM on am II\ \«\\yf olrmeae saraeuoLL<rr� � � �I -ssU#UKAOMM a .�- rLAOan(60 �. F ..T,o.L KgLOrR AT EorTan Q ROC.. 11r.r.cTLaM. "MR Twff a& awe OR SCUM%DEHD7 Q WOOD SHEATHING OR GNU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) d' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROCF/WALL SCREED S'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DEG( NOT WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O�" FLASHING N LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIF15ER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 wwwabdosigngroup.com AA #: 0003325 q P IRE r a s MGM ae LOT: ABBOTT PARK LOT #8 BLK #8 PltOJECT# 04181.000-08081 mcDELs 4EAB )'1672-ARIArr GARAGE BVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MA E . LEGEND DRAINAGE PLANE (UURB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-84-1-0% MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH V SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT e TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL 1 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUR SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' 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 ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z 15EAE OVER SO MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS SHEATHING LAYER 02, PORTIFISER BUILDING PAPER METAL LATH CONSTRUCTION . ,e -FINISH• WOODD FASTEN TO WOOD STRUCTURAL + MEMBER - 9' O.C. MAX 6 cl lu i 7L' TOIi' tilln.iiiw, i WEEP BCIEED — E 6' WIDE STRIP DELP ADHESIVE PLA$HMG, CLEAN MASONRY BEFORE APPLYING en TEXTURED PINISH • MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER m STEP #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 5TEF #3 S. 5TEF *2 WRB LAYER 7, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING UIRB LAYER 4, FORTIFIBER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH .b o STEP *5 STEP #(o OELECTRICAL RECEPTACLE 1441 N. RONALD KAGAN BLVD LONGWOOD, FL 32750 PH:407.774b078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q EBU33DM to LOT. ABBOTT PARK LOT #8 BLK #8 PROJECT# 04181.000-08081 MODEL 4EAB "1672— ARIA" GARAGE awns: LEFT PAGE: WALL ASSEMBLY DETAILS 160 4ZH EXP C AA NO 1 8CALE:1/4"=1'-0' 1 dV A2 LEGEND DRAINAGE PLANE (UJRB LAYER "I, STUCCO UJRAP) UJRB LAYER 02 (FORTIFIBER - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - k 2 1/2' k CORNER BEAD (FASTENER t SPACING a 1' O-CJ CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD ® BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774$078 FAX 407-7744078 www.abdesigngroup.com AA A: 0003325 1 S F �B 0 a � a aUDDIV. de LOT: ABBOTT PARK LOT #8 BLK #8 PROJECT* 04181.000-08081 MODRU 4EAB 1672- ARIA" GARAGE 8TnNG: LEFT 1 PAGE: WALL ASSEMBLY DETAILS 160 MPH E C MOOD CONSTRICTION offyc O 90M SNEATHNMi WEATHERI,RMSTWC SAFVtR YE�AiR �SISTWE Xx T�LfAP elo -AOFERNG 1 as RASWM f �\ �SI8TIVE DAJWJtM STARTER STRIP / \� \\ IFMIESISTIVE 6�A1VtlEEIRe I \ \ \ KA& MiA16 — OALvv METAL &4LV'D METAL ' '2' PLAS/I ET '2' PLLAGW �M6 RIM�R 0p'"X frAANM • CIAQ. � � \ �A p I / YlraOxD�RM FQ'DER OR ATR7VED SEALANT \` is SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-CS, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.00m AA #: 0003325 A a >=UHDIV as LOT: ABBOTT PARK LOT #8 BLK #8 PROJECT# 04181.000-08081 MODEU 4EAB "1672-ARIA" GARAGE 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MP,U EXP C JUN 11 IBC A 08/10AM 1/4"=1'-0" MET WA4 2x6 SU$-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK DRIP EDGE I\ 1/8' TEXTURED 1 � FINISH a WOOD I 1/2' TEXTURED FINISH 0 CMU / METAL FASCIA WRAP Ya' FROM STUCCO, 1' FROM WOOD WALL "--EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X& SUB BAND ONLY ®ELEVATION 1/8' TEXTURED FINISH • WOOD, in, TEXTURED FNISH • cm x METAL LATH x x x x x x x x METAL FASCIA uA¢AP WOOD SHEATWNG x x x x x x OR CMU x x x x x x s. UM LAYER •I, I STUCCO WRAP MRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFISER x x x x x x x x x x x x x SUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X& SUS IANp ttil ROOFING CEMENT x x x x x x x x x x x 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 x x x x x x x x (REFERENCE POINT QTT C l� "FLAN x x x x x ONLY FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) 4,DRIP EDGE, I' OFF WALL ,DRIP INTO STUCCO) — "1/8' TEXTURED FINISH Q / WOOD, 1/2' TEXTURED FINISH * CMU —2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL < STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT E' WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH* END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL 0 WALL W/KICK-OUT METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL a STICK -ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 4ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y.i ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL E STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY WAift Iu 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www,abdesigngroup.com AA #: 0003325 F P a BVHDIV. ae LOT ABBOTT PARK LOT #8 BLK #8 P1ioi=Tp 04181.000-08081 MODRIa 4EAB "1672- ARIA" GARAGS 8WING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160MHE C 12 3 \�\\ _ — _ — — — — FM•X18 FM-12X 12 4"CONC. BLAB NI r `z N R I `` LLI a0w 31/2) oa F-24X24 `\\ `I FM-12X18 \�\\ PVC CHASE �4' `\ I CL TOP OF \\\\ 1' PVC CHASE -NI SLAB I R N `\\ FOR ELEC. 0 ISLAND i I `\ ip � • v N 1 I I n EXTEND SLAB 1 1/2' -----T—E1 — III *6 1/2 6 i Z 1, 2'4" 1.1 4 O d—— 17'-8' 18''I T 'P Im I� I = I n M • II O EXTEND - SLAB 1 1/2' -12X18 4' CONCJ 1l 6P^ LL, Icr sLAag�31/2 !3`4� FMC-12X18 FMC-12X18 2 ' *71/2 1 1II2 1' 2X18 141 t•1 FM_12X1i8FM-1 _ 1 FOUNDATION PLAN SCALE: 1/4' = V-0' FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-9-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-W, SEE SURVEY PLOT FOR NGVD. 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. 11.01NDICATED #5 BAR, EIINDICATES 06 BARMNDICATES 87 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 9w HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (MS = 30', ##6 =38'), 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 #15'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 630-13/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: F'm = 1,600 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 sxe W 1.4xW I A OVER GENERAL 3 1/2' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH I LENGTH THICKNESS BOTTOM REINF, TOP REINF. T.O.F. SHORT LONG FW1208 12, CONTINUOUS 18" - (2)ffs FMC-12x18 12' CONTINUOUS 18, - s #51N CURB VARIES F-24x24 24' 24' 12' 2 09 2 a (- 0•-4- FM-12x12 12' CONTINUOUS 12' - (2)a5's (-)0'-4' TE-1 8' S E PLAN 8' - 1 s -)0--0- 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 8 eLIODW ae LOT: ABBOTT PARK LOT #8 BLK #8 PROJECT# 04181.000-08081 MODEIa 4EAB "1672- ARIA" GARAGE 8QIIJG: LEFT PAGE: FOUNDATION PLAN 160 RH E . C 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED •Te CELL SEE PLAN FOR SIZE AND d n: CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ��°•—• . : o } I— SPACING REQUIREMENTS ¢ Q ,,,{{{���� GARAGE DOOR a W m CWJ•�•.� RECESS • e FCORNER U) Z 8' CMU WALL O m 8' CMU WALL , . BARS, SAME SIZE AS BAR i W Lu B• 53 io Z ; .. IN FOUNDATION WITH 30' LEG EACH W m m +- a o +- a-0 d WAY AT ALL CHANGES IN DIRECTIONS •� aJ TOP Of SLAB TOP OF SLAB I ... SO THAT THE STEEL REINF. IS CONTINUOUS 1`Jr MATCH AMOUNT OF CONTINUOUS BARS I • I.". CURB FOR EXT. PORCH SLAB ,• SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4- CHAMFER (1STORY) 18' EXT. PORCH SLAB - VARIES �' SEE SLAB SCHEDULE" TOP OF GARAGE - v. L:. I CONTINUOUS STEEL MONOLITHIC - ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7=p. AT ELEV: W/ 1/2' ISOLATION JOINT (WHERE •e • -+ 6' CHAMFER (2-STORY) #4 24• W/ 1/2' ISOLATION 4' CHAMFER (1STORY) �° , 6- CHAMFER (2-STORY) 0'-0• APPLICABLE) Z SEE SCHEDULE #5 30' JOINT (WHERE APPLICABLE) -. ? •. r EE SCHEDULE 4 WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST i AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (W. 2 TO 3, PROVIDE 2 BARS), ONO #7 42' a EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6CALE:34'=1'-0' 2 SCALE:84'=1'0' CORNER BARS DETAIL DOOR OPENING GARAGE 4 SCALE: 3/4'=1'-0' SCALE: 3W. V-0' LAP TOP PLATE A MIN. OF 48' ---� LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4- O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4. O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W O0- I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/SYP 2x4 OR 2x8 WOOD BEARINGTPROVIDE BLOCKING WALL W/ SYP No2STUDS SEE 2' CAPPED > NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O n. f[ SECURED W/ 2- PART SPACING. 91NGLE BTM. PLATE 1/2'x6' WEDGE ANCHOR W/2' BTM. PLATE TO BE PT. W/FLANGE 0 BASE CL g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTHSLAB PROVIDE DBL. TOP PLATESECURE ST. PLATE TO 8', UNO PLATE EPDXY 5-1/2' EMBED, MIN. 0 16' OC W/10d MASONRY o FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 18' 0/C STAGGERED. m = 0: SPECIFICATIONS FOR N Q BTM AND TOP PLATE ADDITIONAL METAL m I USE AND ANCHORS W/ 10d x 1 1/2' CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 1/4' X 2 1W F=- PREPARATION OF HOLE. COMMON NAILS FILL ALL y REQUIRED WHEN NO UPLIFT IS PRESENT. TAPCONS ¢ HOLES, DO NOT USE 10d W x T ¢ SEE SLAB SCHEDULE Q SEE SLAB SCHEDULE gQQ Q 4 _� . TOP OF SLAB 4' CHAMFER (1-STORY) 6' CHAMFER (2-STORY) a.�_ a + + fie_ °_a' _._ EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:ab•=1'-0• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34'=1'A' (W/ UPLIFT) $ scALE:34=ro (NO UPLIFT) SCALE:3/4'=V-0' LAP TOP PLATE A MIN. OF 48' AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD _ OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO 41r O } ¢ t PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL ¢ W m 16' O/C STAGGERED. ADDITIONAL METAL U a CONNECTORS NOT REQUIRED WHEN NO p m 8' CMU WALL UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) 8- CMU FILLED CELL (TYP.) -t•'' TOP OF SLAB SEE SLAB SCHEDULE I+ / 2X WALL FRAMING !E SLAB SCHEDULE _FFOR 1/2' DIA. SIMPSON STS2 BOLTS 5' +- 0'-0' Z Z — - • MINIMUM EMBEDMENT INTO TOP OF SLAB e • f TED' COLUMN PAD GROUTED CELL, 4• FROM ENDS AND RED UNDER WALL AND 16' O.C. VERTICALLY MAX ° gED MONOLITHICALLY WITH • DATION AND SLAB E SEE SCHEDULE IZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �, COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL OOTING AND COL. PAD BLOCK WALL CONNECTION (NO UPLIFT) StF SCALE: 3/4'=1'-0' 11 SCALE: 3/4'=1'-0' 1 N- RONALD REAGAN 8l LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-7744078 www.abdasigag:oup.com AA x: 0003325 O Y �f Is W�U sunDiv ae LOT: ABBOTT PARK LOT ##8 BLK ##8 PROJECT* 04181.000-08081 MODEIa 4EAB "1672- ARIA" OARAOE DWING: LEFT PAGE: DETAILS 160 MPH E C DCAIM: 1/4"=1'-0" S1.1A DOWEL PLAN SCALE: 1/4' = l'-V 1441 N. RONALD REAOAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdoeigngroup.com L AA N: 0003325 g, �y o b sunDm ae w ABBOTT PARK LOT #8 BLK #8 PROdSCT# 04181.000-08081 MODSu 4EAB "1672- ARIA" GARAGE MWMG: LEFT PADS: DOWEL PLAN 160 PH E C PmINT -I DATE: 06/10/20 aCALS: 1/4"=1'-0" a*+== s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM i. . 4 J .. - N f J ¢ CLEAN OUT REQUIRED Q FOR INSPECTION ` 1 0'-0' FIN. FLR. • TIE ERTICAL REBAR °,-• ° - TO HORIZONTAL REBAR W/ 10' HOOK BAR SIZEI 48 BAP DIA. Z ¢ f 83 18• U 84 45 24. 88N7 j�l HORIZONTALNERTICAL %,� REINFORCING � SCALE: 3/4'=1'-0' Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND o CL C SPACING REOUIREMENTS W FM H UFt JH 0 ( Z 8' CMU WALL 8 D, . 0 0 �--• TOP OF SLAB q TOP OF SLAB SEE SLAB SCHEDULE � a: uj EXT. PORCH SLAB�—�4.ACHAMFER BAR SIZE 48 BAR DIA. W/ 1/2' ISOLATION ' (i-STORY) p3 18, in UU • v ° JOINT (WHERE <CHAMFER(2-STORY) N4APPLICABLE) Z TCH STEEL A5 30' 8• PVC CHASE REINFORCEMENT g8 38' PER SCHEDULE 6' PVC CHASE THRU FOOTING THRU FOOTING p7 4y MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE &Hqq� 45 BARS Eli. CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdealgngroup.com AA S: 0003325 rii J ^ v 4 aysD:v as WTI ABBOTT PARK LOT #8 BLK #8 PROJECT* 04181.000-08081 MODEIt 4EAB "1672- ARIA" GARAGE 8MMO: LEFT PAGE: DETAILS 160 MPH ft. C AA NO DUMT ATE: 06/10/20 aCALE: 1/4"=1'-0" spurn" S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL2O W/ (14) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON H1OA OR LGT2 W/,Od 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'). S. 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. 0. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177'' x 2 7/8' LONG, WITH WASHER 42 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'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE & DESCRIPTION REMARK 1Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/c. ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (Pfc SI)IZH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 Bx8 (1)a3 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS 1 SAFE LATERAL 8' PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS ww SAFE LOAD - POUNDS PER LINEAR FOOT 4—oc-S'SIS SAFPLLFOAD w A SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SIX a►MI M1sas I SF%0 I ISOM 1 0" en24a TYPE LENGTH BUS 8FS RC24RD TYPE LENGTH PI -IT elui 6nSs,T Maaaf IFIfIT M+ea7 W&IT 8PAW WA4-IT 02W WANT spear a�+T pun 3'4• (42� PRECAST 2291 54' (4T) PRECAST 102E 1024 INS 3'4' (42' PRECAST I= MIe6 ast raw MSS Mn foot 10O sM SIN ON am elm nm 4'-0' (46') PRECAST 1980 4'-0' (49') PRECAST 756 783 1800 4•-0' (41' PRECAST +am xW a010 Ise 4170 mMI we 1aM aMe NMI Ina 4e10 em eve 4'4' (61� PRECAST ISSN 4'4• (641 PRECAST SO 501 1073 4.4• (6P) PRECAST IN? 2,"0 2n7 Man 400 4711 ss 1207 a0M 2m 3875 40O 4711 WO Ste• (64') PRECAST 1217 S-4• (641 PRECAST 411 411 745 F-C (84') PRECAST tote v+ me" ss 33M SIM 4m2 tole 171E fan " MMI MMt M22 V-10- (70') PRECAST 1102 6'-IV (M•) PRECAST 940 &W 876 B•10' (TO•) PRECAST 20M am7 am 4ta 166r am = SM7 MISS 4133 8'4• (IV) PRECAST SOS B4' M PRECAST SIT 721 400 a'4• (7S•) PRECAST+ mM as,,M7 /1M 2aMS 2M m1 ant T4• (W') PRECAST 743 r4• On PRECAST 424 $34 383 r4• Wj PRECAST a/s s27 aas tall ,m4 MISS 201 MaiVW (112') PRECAST V 4• (1127 PRECAST 32B 612 230 9W (11r) PRECAST 7m , 1474 +H 21n Ma MR 16p INS =41d4• (126n PRECAST 475 IO'4• (12r) PRECAST 254 401 180 10'4• (12r) PRECAST ISO Mj Ma 11M /Mt , s6 Imo 14n I m ameW-C (13n PRECAST W2 11'j• (WN') PRECABi 280 452 164 114• (18a� PRECAST 6M MO Im7 to IM 17M Off 1372 16M 1N6 a+IT 12'4• (144-) PRECAST 387 12'-0' (744') PRECAST 2M 402 IV 17-0' (144� PRECAST 4N Tas 031 11 1 MM 12M w 6a 1MI: , , MI7e 184• (1e6j PRECAST 289 17W (IW) PRECAST 217 324 110 184' (1077 PRECAST Mee a7 7s w , ,m 4m 7MI 1+M 14 1MI7 14W (1SS) PRECAST 21S 14'4• (iW) PRECAST 205 203 100 W-W (18" PRECAST MIN 7M 4MI m 1081 1 IS0714'4• (17W) PRESTRESSED NA Iwo (175) PREBTRE38ED NA 284 01 14.4' (17Nn PRESTRESSEDaM EMI 6n IMI en t+a+1BI' (184-) PREST N.R. 164• (Ian PRESTRESSED N.R. 260 83 IV4• (1841 PRE318 am 41S 0M 1 Sm t Mt ISO 1rI• w PRESTRE ED NLR 1r4• (20a9 PREVIRE 8ES NA 104 64 Ir.4• On PRESTRESSEDIST as 4s 6m s1 7M a t• tun m 1473 IW 4• (2ST) PRE81RE88ED NR. 194� PRESTRESS® NA 146 62 104• (232•) PREVI ESSEDssM >0 NMI 44i 6q W N7 W m ,m 21'-4• on PRE81RF8B® N.R. 214• (�6a9 PRE N.R. 125 42 21'4- Pam) PRESTfESB® 42 7M am ffi aW all as mt 4p 7I am M6 Me ,Ofe 224' CM-) PRES11ES8® N.R. 2T4• me) PRESTFIE FD N.R. I18 40 224• (2041 PRENnOO® IV +n skin. 2m sI M6 sa 4m r SN Im EMI r awro own PR661 N.R. 24.4• f28a') PRESTRESS® N.R.01 83 3C4• l�7 PRE 04 +11 to 1m W aM MM 40 4M NO Me 7W SWISS an 1MI 2M 4MI ON IN im 1222 IS) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (a) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. -ALL VALUER TAKEN FROM •SAFE LOAD TABLES' BY CASTCRETE MAY 201E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS - PROVIDE 10040" 4.OF BEARING PART EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CDRPORATION-CASTE-CRETE DIVISION ACCEPTANCE 4: 16-0126.03 O��Omm m00000m 00�0 0�m0©DO mo��r,!©mom m0©0®00 m�®o©Sol ®000001 mmovo mm000mo mm�0001�Q"! 0��0000 ommoo�Q! ��000�0 ommom�!c ��00�00 oommomo 0��0m�0 ®omomoo ©�mmmOd D�mOm®0 ©�000®0 00000�� 0�00m�0 ��D�mmm 0�000�� 000�'®oo 0000000 �0�0000 8F16-1T/0M/0B 8F18-1T/OM/OB 8F16-iT/OM/OB II ------------------- 1 I I 1 % �I LL GT I m e F-----� I I L-----� I LINO, PROVIDE B81 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0', UNO. BRF14- iT/OM/OB � 1 1 � 1 1 � 1 1 � 1 1 I 1 1 � 1 1 8F8- 1 8F78-1T/DWOB 1 iT/OM/OB i LIFT BEAM PLAN SCALE: 1/4' = V-0' _____________J iUi N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 www.abde"Igngroup.cDm AA IS:O003325 P It I IT il svHDIV ag LOT: ABBOTT PARK LOT #8 BLK #8 PROJECT# 04181.00 -0808 MODELS 4EAB "1672- ARIA" GARAGE SAYING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 160 E C IF 05 CORNER BAR WI30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1O' HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4'=1'-O' NOTES TO THE INSPECTOR/CONTRACTOR TYP. S'x8' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND SEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BARING PLACE STEEL HEIGHT. �O REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) OS BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'x18' 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND SEAM / RCOURSE NFORCING OR THE BOTTOM BOND BEAM S TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. I• B• I• �F----�F / pv,Nc-, �\ P'�0 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. OX16DBL BOND TOP OL* / �a •`L 0, QP��� BEAM W/ (1) 5 BAR BOND BEAM • /\O EACH COURSE G 8XB BOND BEAM TOP OF • TG�\� W/ (1) #5 BAR BOND BEAM' ,�AD�C U = UINFILD WDI GROUT GROUT SOLID FROM •` OP .jl\0 NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL, BEAM COURSE SEE NOTE 5 b.;� 16-1 T/1 M/ B Bx8 PRE -CAST CONCRETE ,cS�F�P NOMINAL�� LINTEL W/(1)#6BAR (L2) a QQL HEIGHT # OF #5'S, TOP LENGTH OF OPENING rBAR =WIDTH OF MASONRY IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T/1 MODS INDICATES A DOUBLE BONDBEAM #OF WE, BOTTOM Bx8 PRE -CAST CONCRETE SCALE: 314'=1'-W AND XFXX-1T/OMDB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL (L1) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM A80VE UNFILLED TOP LINTEL OF OPENING AND XUXX- 1TAMMB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3) 1-3116 TAPCON OR DRIVE PIN (MIN DBL. BOND BEAM SHANK SIZE.145 MIN HAD AT LOWER ELEVATION WINDOW 1/4') B FROM ACHSIZE.300 MIN E NDENT I AND 18. O.C. MAX. #5 BAR BENT AS SHOWN EMBEDMENT i�)p. 2X6 (MIN 2 X 3) 2.3/18 TAPCON OR DRIVE PIN (MIN SHANK PRE -CAST =3 14' SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 1/4') B' 1p. 2a SILL FROM EACH END AND 1a' e SLOPE O.C. MAX. MIN 1-114' p m EMBEDMENT OPEN FACE SHELqlN 2X8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BE ALLOW SHANK SIZE.145 MIN HEAD SAT TO PLACE UPPER AND LOWE MIN EENDEAND NT I 2X4 SOLID BLOCKING FROM BONDS MIN. REQUIRED IN i141Z 8 EACH0 SECURE TO SHEATHING W/ /7/16'OSB EACH CELL HOOKED IN 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK, EA. END v TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION n ARCHWAY FRAMING DETAILS 3 SCALE: 1 1/2'=1'-0' 5 PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. II SINGLE #5 CORNER A BAR, 3OX30 TURNED. OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), I PROVIDE #5 BAR AT EACH SIDE SEE PLAN. I / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM 7 SALE: 4' SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 W IV W.abdealgngrou p.com L AA #: 0003326 d " C SUSDM & L.07 ABBOTT PARK LOT #8 BLK #8 PROJECT 04181.000�--08081 MoDELa 4EAB "1672-ARIA" GARAGE HIKING: LEFT PAGE: DETAILS %160 MPH E C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x i 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. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 6. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 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 HILT[ X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER 0 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'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 20 STM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY/ ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. t> CJt 4 CJ3 CJ6 / 1H \- 1 CJ1 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMONNAILS & SECURE TO BM. W/ SIMPSON57S BRACE NEJ711 NATTACH • nN N N 4'-0' LONG 2x SCAB TO TRUSS W/ 1 Od NAILS 0 6"O.C.(4' FROM EA. END)GT s --- ---->s:arl---- s>�ssssI-Lu AIA � ml»al��s,iIA — ass—s toA7 1V A8G GT — —a An EJ7 1'k ��t• • >�� k n r�r_c LLu 7 8 C 1cc FRAMING PLAN SCALE: 1/4" = l'-0" ,J3 WMA 1441 N. RONALD REAGAN St LONGWOOD, FL32780 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.00m L AA1F.0003328 J O b munDry as x1ol ABBOTT PARK LOT #8 BLK #8 PROJECT* 04181.000-08081 MODELS 4EAB "1672- ARIA" OARAOE 9M MO: LEFT PAGE: FRAMING PLAN 160 MPH EV, C F-PIATE'�E" UNT 06/10/20 SCAIX.* 1/4"=1'-0" s*ErET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 1 Od x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 } NAILS TO TRUSS DSL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C41) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 1 Od x 34' NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 }' NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3) 16d GALV, COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP M2 2' x 4', 6', 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES 0 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, 1-:770 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb i s TYPICAL TRUSS/_= o GIRDER CONNECTORS) 3/4' T & G SUBFLOOR GLUED AND SCREWED AS PER SCHEDULE PRE-ENG FLOOR TRUSS 5/8• GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD SECURE TRUSS TO TOP PLATE W/ (2) 16d TOENAILS DOUBLE TOP PLATE Kf 20 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2' GYP. WL. BD. .a . 4 FLOOR TRUSS CONNECTION @ L.B.W. SCALE: 3/4'=1'-0' (NO UPLIFT) ENGINEERED WOOD TRL 0 24' 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL (1) SIMPSON HETAl6 —. TRUSS ANCHOR WITH (9) 10d x 1 ')' NAILS TO GIRDER. PROVIDE 5' MINIMUM CONCRETE EMBEDMENT. USED IN CONJUNCTION WITH HEAVY UPLIFT CONNECTOR PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP #2 2' x 4', 6', 8' x W-0' MAYBE ADDEO W/ 10d NAILS, 2 ROWS, 3- O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER TIEDOWN REQUIREMENTS. \--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) t x 5' TITEN HO TO CMU AND (12) SOB e x 2 }' TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2, 2x WOOD FASCIA (2) 4' x 5' TITEN HO TO CMU AND (18) SOS 4' x SEE ARCHITECTURAL X TO GIRDER C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3) 16d GALV. COMMON NAILS. (2) 4' x 57ITEN HO TO CMU AND (18) SDS 4' x 3' Ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12' 0fC SEE SCHEDULE SOLID, 8- EACH WAY OF BOLTS A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) S2aTYPICAL ROOF2b 2c GIRDER CONNECTOR(S) —OKL :�4='-o LSTA12 20 GAUGE W/ 10dxl/2 HOG NAILS 0 EACH END. TOTAL OF 10 FLOOR GIRDER —� HTT4 W/ 5/8. A.B. WITH MIN. 7' EMBEDMENT TO SLAB & (18) 16d x 2-1/2' NAILS TO POST., POST TO SIT DIRECTLY ON SLAB � 4 •. ! GIRDER/WOOD POST CONNECTIONS 5 SCALE: 314'=1'-0' 6'-0" MAX (W/lX4) I. OR 10'-O" MAX (W/2n)", # 1100 UPLIFT SIMPSON — HTSM20 W/1010d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL 4 19M UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0' 10 DIAGONAL BTM. CHORD BRACING, SEE PLAN FOR LOCATION MAY NOT BE REQUIRED BTM. CHORD OF WOOD ROOF TRUSSES 10 BTM. CHORD BRACING &-0' O/C —U `—END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF 10--0- O/C MAXSECURED W/ (2) 1 Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD INTERSECTION TYP.,BTM. CHORD BRACING 6 SCALE: 3/4'=1'-0' (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN BRACE W/ (3) 12d - EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4-0- O.C. (AT SHEATHING V-0- TO 30'-0- (1) -X- BRACE SEAMS) 30'-1- TO 60'-0 (3)'X- BRACE SECURE 2x8 PT. PLATE (1)'X- BRACE 0 CENTER TO BLK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT Wl 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32. OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 20 SECURED W/ (2)10d's O EACH TRUSS TO BE INSTALLED _ 10'-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REO. BLOCK WALL W/ GABLE END PRE-ENaD TRUSS SCALE:3/4'vi'-0' THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 1/4'0 AID HOLE EDGE>5/8' USED SO LONG AS THEY CONFORM TO THE OLE DIAMETER FOLLOWING <2/5'D SOL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY 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 HOLE EDGE >5/8' AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL. STUD STUD NOTCHING ALTERNATE MATERIALS AND BORING LIMITS SCALE: 3/4'=V-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-774.4078 www.abdosigngroup.com AA /: 000332E P C 00 evHDiV de E ABBOTT PARK LOT #8 BLK #8 PitojEcTfp 04181.000-08081 MODIDU 4EAB "1672-ARIA" GARAOS 91rW s: LEFT PAGE: DETAILS %160 MPH EXP. C 20 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP D1AG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA. 4'-0' O.C. (AT SHEATHING BE TRUSS (DIAL, BRACE TO COVER 5 TRUSSES) 0'-0' TO 30'-0- (1)'X' BRACE 30'-i' TO 80'-0 (3) `X' BRACE PRE-ENG GABLE TRUSS (1)'X'BRACE 0 CENTER (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-B FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE 'ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24- O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12' O/C AND APPROVAL SECURED W/ (2) 12ds MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN VTCR SPACING (1) AT FA AND W-0" 0. PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. 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) ®24' O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TOBLK W/ TRUSS PLAN W/ 1/2' DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY W MIN. EMBED. AT 32' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds W O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 10d's 0 EACH TRUSS TO BE INSTALLED 0 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG (GABLE TRUSS @ CMU WALL D0 SCALE: 3/4'=1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774-4078 www.abdes)gngroup.00m AA 8: 0003325 A a 11,Im yr Y! aysa:v S. LOT: ABBOTT PARK LOT #8 BLK #8 PROJECT 04181.006 08081 • ODICU 4EAB "1672- ARIA" GARAGE 8TIMG: LEFT PAGE: DETAILS 160 MPH EXP. C 9 A -A OABIE END ROOF WIND DESIGN PRESSURES NET G ) A 7-10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONE 3 = 67.16 PSF (T7.16) 'A'- *-O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE:-C' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DIARiRAGM 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. 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS 0 4' O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN *OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIAL SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2' 0.120' 170,000 RING 6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESH-1539 EXTERIORSHEATHING USE 1/2' COX OR 7/16- O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S. O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS E 4' O.C. TOP & BOTTOM EDGES Z D W LZ�7 LL se 9 Ta=13O Z . S ® . y J z . 2 0 m J ZW (�7 W Y Q U O O a Z E m J Z Y Q W W _ Q C7 30 w w RNj�� TRh < cr �m LuLu 0 a TOP CORD BLOCKING AT W O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS arinc cucnrulnlr 011 mm Lim,: mm, NMI ---_` 1 0", 7MIR10- ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS to W O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 12' O.C. IN FIELD or 8d x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 12' O.E3,.jN FIELD J\ 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 ARCHIECfURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS. NOT SHOWN ON STRUCTURAL DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, BIh EDITION AC1318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE 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 DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE 314'. PROVIDE S%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER WOOD. NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN 8E SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb - 1100 PSI AND A MODULUS OF PROVIDE S-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSON43ROUND 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 WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TEATMENT: DISODIUM TREA FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE ED FOR ANY FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP 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 FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FSCR 2017, 6UI EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED 70 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 PLATE$ SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WRING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM AT 86, 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 SUBS SHALL BE SUPPORTED WITH 2" CHAIRS SPACED T-0.00 EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND FASTENINGS' THE NFPA. TRUSS DESIGNS SHALL AND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DRAWINGS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOO DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.03T AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARB REBAR SHALL BE ASTM Aet6 MEETING THE REQUIREMENTS OF ASTM A448 GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. ' GRADE 8o IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: WI 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 TPINVTCA BCS11' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pd AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 pd TOP CHORD-nOROONOurrerx REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: a4 BAR - 26' e8 BAR - 38' WOOD TRUSSES. 10 pet BTM CHORD-rxm-concurrent 06 BAR - 30' 07 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI ASS.1-1982, pel TOP CHORD p TOP CHORD (7 pal ASPHALT SHINGLES) pd wl No Q (1 o ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 5 p 70AD BTM CHORD 5 pd BTM CHORD S CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: lope) 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 60 pd WALL' TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD PH S- 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 EXPOSURE C, RISK CATEGORY IB FBCSPER2017) E (ABC INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL ATTIC UNINHABITABLE ATTIC WITH LIMITED LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: lO BIT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT IT STORAGE: 20pd, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED IEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD IN-FILLOM:4 COMPONENTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER, STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLEAGE N SLEEPING ROOMS: LE GARAGES: SOpd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 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 530/ ASCE S/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 THERESPONSIBILITY 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 70 SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fYn - 1600 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 DRAWINGS DOCUMENTS) ARE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED 70 FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER IT EN PERMISSION THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT , THE CONTRACT ASTM C-478 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN DOCUMEWITHOUNTS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MO SHALL HAVE A MAXIMUM 3AT' WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATKNY SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PEI, 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 96%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-1657. 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 GEC -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 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT, WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER, THEMATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CDWRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDI:ION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: A38, Fy 36 W FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy .46 kd. STRUCTURAL PIPE SHALL BE ASTM-63, GRADE 8, TYPE E OR S. Fy .35 W. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA&WLORADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. LAB 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6' STRUCTURAL TERRACE S. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SNAIL BE ASTM BOLTS WITH WAGERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 5'd- PRIOR TO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCEE WITH THE TURNAFFTHE-NUT METHOD. CONCRETE SHALL COMPLYWITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING MANG, TRANSPORRNGETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TMESTAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SMALL NOT EXCEED 90 MNUTES.IF FOR ANY REASON THERE AAA DELAY IN SLICER TWIT A BATCH 6 HELD FOR LONGER THAN 90 MINUTES,THE CONCRETE SWILL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SMALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMAkENILY EXPOSED TO EARTH(FOUNDATIOW): B. FOR CONCRETE EXPOSED TO EARTH ANDNR WEATHM 1-iR' FOR 05 AND SMALLER 2" FOR 86 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-112" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKxI 81g TYPE 9PACMVS REMAPotB APPLICATI S. TYPE ACINri REMAfII(e -PT- TO MASONRY/GONG. CASE IwR0fl1EDCOx e•Oti OAMDE DOOR BUCK TOI-ATAOrIC. 1/K'DW. NO WASHER TAPCON MASONRY FASTENED e.� Ifrz'EMBED., K'EN)DIST, rz•EDOE GIST. BOO, AL.E%T DOOAB 1 ,EEEWTEe CASE HAPOENEDCOx NMLI tq'LONG. e'OR: 9TAOOERED WNWW,000NFABIENED INT04AEKxJRY,COIC. OAPAOE IJOgi BUCK TO MASONRY.CONC. IT DM. W/ WABIEP E%PAN9KK�BaT �� PEMBEO., A•ENDOIBT., 9'EDOE PST. wNDOA'eucK cABEHARDENEDCAIL B•0c we100W/DOORIPABTENED METusTwwTO CONTACT THIS ENGINEER FOR SPACING x PT, SEE NOTE e NMLI IIY LONG STAB.EREO INrD MABONRrA:orc. MASONRY/coNc. REQUIREMENTS E%T.9WW0 DOOR I311teroM. 'TAPCOM firz'EMBED,CEM. NONBFAWNO WOOD I?° ExPANSKIN A'E1�ED.PENO BUCK Ex PT, BEE NOTEe NOWASHER FABTNER OIST.,t 12' EDGE DUST WALL TO CONC. SLAB W/WASHER BOLT BOA: DUST., $'EDGE D9T. U PT WINDOW BUCK 3T PAF s3IR e'QO A'END. DBiT.,ItIY PT TO STEEL COL., BEE B.I W, wA ER STAOOEPEO E..OLST. NOTE e 1. SSS TAAPLES SHALL HOT 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. PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN b. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WADER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774807E FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J • aIs P k a T 53 IRA a � i 9LTSDIN. ae LNOT: ABBOTT PARK LOT #8 BLK #8 PROJECT/M 04181.000-08081 MODEL 4EAB "1672- ARIA" GARAGE 9WnM: LEFT PAGE: DETAILS 160 MPH EXP. C Dr2