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Home My WebLink About7979 Broad Pointe Dr10172-4EAB-ARIA HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Pax: (813) 740-9715 ALL WORK SHALL 00 MPLY WITH PREVAILING CODE S -i OkOA BU6 �A G;t I>OOE. NATIONAL 4-:1ECTRX4 "if") DE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DAT CITY OF ZEP. Y THL PLAN EXAMINER • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS ./ IO Buna coM �gmA4 ED?= (2M7) •ALL LOCAL A11D SiA7! CODES •OCCUPANCY - RESIDENTUL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CL153 B -HOC WIND SPEED - VDIL=160 MPH via=124 MPH '°�OS:EXPOSURE= c • 1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJALT AMP. BD. CL CAB. CLG. CLR. CONC. CPT. C.T. D. DB L. D.G. DIA. DIM. DISP. DP. DR D.S. DTL. D.W. EA. EQ. EXH. EXT. F.GJFX. FIN. FIR, FLUOR PT °R GA. GAR DISP. G.F.I. GL. GYP. BD. HB. H.C. HDR. HOT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE AMPERAGE BOARD CENTERLINE CABINET CELL LING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DLAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT HY DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FINISH FLOOR FLUORESCENT FRENCH GAUGE GARBAGE DISPOSAL GTERRU TER CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSEOTHERWISE HOLLOWLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. MIN. M.T. M Mn.T.S N.T.S. O.C. PL PB. PH. PLY. PLYWD. PR P.T. R.RISER BAD. RA.G. REF. RM. RO. S.C. S.D. S.H. SHE SHTHG. SHWR SiM. SErL. STD. SWS TEMP. T T.O.C.. T.O.P. T.O.S. YYP. U.N.O. VP. W. W/ WD. WDW. /H W.I. LAVATORY LUMINOUS MEDICINE TRERBT MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RADIUS RETURN AIRGRIL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE EXT DR SMOKE DETEHUNTOR SINGLE SHEEP SHEATHING SHOWER SIMILAR SLIDING GLASS STANDARD SHEARWALL SECTION TEMPERED GLASS TOc TOP OF CURB TOP OFPLATE TYPICAL AB TYPICAL UNLESS NOTED VAPOR PROOF WASHER WITH WOOD WIINDORW�A R WAINTERPRETATION WROUGHT IRON DATE DESCRIPTION OV06/16 CDs IS&JED ARCHITECTURAL SHEET DESCRIPTION e�usnb 2011FDC IODATE PG CI —COVER SHEET PG GN—GENERAL NOTES PG Al —FLOOR PLAN PIG A2D—ELEVATION "D" PG Ei—ELECTRICAL PLAN PG P1—PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVALS 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 0V19A6 CDs RE-I8"D o4/bA6 FOOTNGREVISIONPER MDOVES 02/nM PLAN MAINTENANCE o3Reft REVS LINTEL SIZE AT FRONT ENTRY DOOR M/2M9 ADDED LED L&n • KITCFEN 4 DATHFOOMS PER MAR, BODES OlR2/19 ADDED STONE OPTION ELEVATKNS C' 4'D' 10/25A ADDED OPT. W-O' CEILING HEIGHT 0V01R0 FBI -LACE CON�ECTORB WITHSR'PBOAI CCMECTORB • 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 0 OPT. 8-0' CL& W.T.ELEVATION 'C'- REVISED 4EIGHT OF ARCHWAY SQ.FT. CALC.'S LIVNG4 1*12 SQ. FT. 432 SaFT. LANAI ea Fr. TOTAL 2,238 Bp. FT. STRUCTURAL SHEET DESCRIPTION PG Sl —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 SNi —DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABnJTY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND RERTOF FURTHER PGASDOHS°NINODER O BURDROJECTBEDN T DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUIIDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WBL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSR3UM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN 81 LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-774-4078 wwwAbdeslgngroup.com AA /: 0003325 �INS svraDly 7 ABBOTT PARK LOT #9 BLK #15 PROJZCT# 04181.000-09151 MODMIe 4EAB "1672-ARIA" GARAGE 81FING: LEFT PAGE: COVER SHEET 160 MPH EXP. 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. SM 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 5. THE ARCHITECTIENGINEER 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 STRLUME DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES 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.16 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/NCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROLSOIL EROSION KJA PER AL L LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS, 4, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFMALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PLIA®NKi 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 W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. B. 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 COVEMOS 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 FS41SM 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-C1063 -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 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 11T GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdaslgngroup.00m L AA M: 0003326 � iy I2 n77 � 4 a �4ft o IE BUBDM ag LOT: ABBOTT PARK LOT #9 BLK #15 P3toJECT# 04181.000-09151 MoDmu 4EAB "1672-ARIA" GARAGE 811MG: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C (2) 3052-8H crops (2) 3052-OW o 0 -- • �0' 1I I 11" 0 i • M • q • _o O '1 So MM M IJ LE p�,� ® •.-• • AS REa FOYER GARAGE ��i olo =_oto : • any : • aJ//Ilol o;iplCo all 'ao U1/// o!I/fo 4'-4' FLOOR PLAN SCALE, 1/4' . I'-0' SQ.FT. CAM'S LIVING 1*12 ea FT. GARAGE 432 ba FT. ENTRY 38 SO. FT. LANAI 96 Sa FT. tOTA1 2,238 ba FT. 8=1111110119rOMFORSIFIX r a�DBu61e M�O/ilY E Sam LONE =1RNM1oM4 MUM MIN. WINDOW 0 5 34/-45 CRITERIA EXTERIOR SUNG 1& 5 33/-43 DR. MIN. CRITERIA 8:6D. MIN. 41 5 31/-39 CRITERIA 16010 O.N.D. 112 5 282/-31b BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.10 BLDG. CAT.=II, EXP.-C, MEAN ROOF HT. = 13'-0* PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIROLDAIEOY/i/ S L. TOP PLATE 9 M ,BAR DETAIL SCALE:Il1'.I'-0' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 1407-7744078 www,abdasigngroup.00m L AA #: 0003325 A t77 � n ar»a:v as LoT ABBOTT PARK LOT #9 BLK #15 PliOJ/SCT 04181.006-09151 MODZX. 4EAB "1672- ARIA" aA11AGIC BW U40: LEFT PAdlll: FLOOR PLAN L160 MPH EXP. C •I-IS'-0' BLDG. HGT..- FYPON L1.12X24 OR EQUIVALENT SNAKE SIDING AS SPECIFIED (TYP.) &' RAISED BAND (TYP.) m TYP.) (TYPa ROOF - �IV ar►� .. law�- L FRONT ELEVATION SCALE. 1/4 " I'-C' TEXTURED FINISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103.4 ON AM FIN. I�b u OFF RIDGE 0'-0' FIN. FLR OFF RIDGE T LEFT ELEVATION SCALE. 114 • I'-& TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT I. ? / OFF RIDGE T b AREAOFATTIC • 2M SQ FT. EOU NET FREE VENTILATION AREA RRED 1/ 3DD REQUREDVENTLATIONAREA = MS/3E0 7.45 VENTILATION APFA N SO. INCHES PER FT. (144) 1072.8 SO, IN. MN. REWRED VENTILATION = .Sx 10719 IN LIPPER PORTON OF ATTIC 5X t SQ IN, OFF RIDGE VENTILATION AREA LIS S0, IN. PER VENT 5 4 /115 TALR OF VENTS RFIIURED • 0.6643S TOTAI40FVENTSPROVIDED = S •AREA OF ATTIC aTHE PERINIITER OFTHE HOUSE, MSTLE OVERHANG IEXTERIOROF WALL TO DMMOROF WAtIL, NO OVERHANGS INClUDED1_— Ii �i winLol REAR ELEVATION SCALE, 1/4 • I'-V' TEXTURED FINISH 8'-0' BRG. HGT. rv Y'-4 4B i0 iA s o I 14 s 0'-0' FIN. FLR 0' RIGHT ELEVATION SCALE: 1/4 • I'-V' TEXTURED FINISH 8'-O' BRG. HGT. 0'-O FIN. FLR 10—A 2' I'-0 \\ I I I I _ I f \ I,-4' �c / LOUVER DETAIL -- 0'-O RN. FLR. A SCALE, 1/2 • I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA •: 0003325 avBDIV M LoT: ABBOTT PARK LOT #9 BLK #15 PROJECT* 0 181.000-09151 MODEL 4EAB "1672—ARIA", GARAGE 8WING: LEFT PAGE: ELEVATION I' D" 160 MPH EXP. C ppaNT DATIM 08/13/20 ECALE: 1/4"=1'-0" EFIEET A2D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e GSV OUTLET M AMP 6RtlLE POLL IIOV OUTLET IIOV OUTLET N OF OUtLR YN® TO YYINTpI OH INPV CUTLET �� YNYRa PAAC NTRElrIQ (TAMPER ItSRTAWT TTPEI YtM OUTLET ru uelAf ODrelcrloN p�)tLeiTPxR°°P r SfATCN SWTCNI 9-WAY OI'ER �4 SWTCN 4•WAY OPER �ITou+rm CEILN3 LIGHT © LED CI.G LIGIBT ©YP PROOF L.IGIR OVP VAPOR PRt70P LIGHT Qp RACENED CAN eVENT. PIN I oP1 PER N: PT. YO/T. PAN WS.IGNr 1 OR1 FM ea FT. Y NRXIUI! rePEe+e Teo esr ® [ L ) 7-EIA.O YRAP IIeO1ND T fSU>rAGE FNTJ AROUO !' 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CAPACITY Q SO DA'I NTERmrreNr PER ELECTRICAL PROVISIONS Q SECTION MANSI� �yj • LMf-GRIT ROOM RECEPTACLE .HALL aH OIe01►D FAULT CJIeCWT-fDERI.IP,ER PRDIECTION tale PEIMOe'CL. ta+ FEEDERS • WIeAdG METHOD SHALL Be NON METALLIC- CASlL[ PER O.ECI'INC,aL PROVISION CP FEGR •TY m rteNlJ • ALL WORK TO CO7M.T W1N ELECTRICAL PRDVIMOC Q M B:fdi rod aD (tent • Tf1 t7! LIGYTNG MINT !IE eNMGT ORCIBif 1Y/aE F!R FJSG !i!JliY WP Panel MAW -A PANEL: 8118 wp crt breaker VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.C.B FEEDER & #1 Cu 7FMM 81- 48 Cu (G) in 1 1fY' C. OR 3 S20 AL TI-Aand 81- M8 Cu (G) in 1 1f2" C. Wfn ►•b Bet WW greue gna4t Wtle q etr PoN Wln W2 1 20 EneBa fl•e e-OFI#NO 12W + t 6 ee H2 2 20 Meden Pump 10Bp ] < 3 os s e e deep AIC c.u:1 m z e+o spot• r PANEL - A PANEL: 42 crL breaker VOLTAGE: 120/240V-1 Ph MAN: 150 Amp M.L.O. FEEDER: & #1 Cu i}RAN 81- Y8 Cu (G) in 1 1/2" C. OR 3 S20 AL rMhN 81-YB Cu (G) in t 1R" C. Win Pob W WW prcuY GnWt WYe Daeed Yrt ftr Fab Wln e12 1 ZD StmMA no• 1600 + x YBBO Rnpa 6o x ro P72 t 20 MlemwewlHaoB (iFl 18B0 ] d nz + m small aRYuna tsso a ds00 watarH•a1r xs z Pto e1x 1 2B R a t60D 7 3 e12 1 20 DWn R•o ks AFCI 1800 9 10 11f10 as NOFI 2r 1 A1x e12 1 20 B•th OFI R. M. 1100 77 12 1500 petrM•S-OFI 20 / et2 tit 1 x0 F /HYI! AFCI 12W 1] td SOW BD'-OFI ]p 2 HO Sid 1 75 Gt•- Roan, lanM a OFSn U AFCI BBD 1S 18 s e• n +e tsw was-dFi m 7 an Md t 15 SDa GOAFCI NN 19 N 1000 Gaw Door OFI 20 1 !12tic 172 1 2B Bad e2 a 01501, A2 AFC i700 21 22 72tN r7-a I Exla4a l7e 8 R else AFCI r0 1 H2 3 •ea 27 16 BOB Omen Sulb AFCI 15 i Hd 9 Zd NN O•n•rs BYhcan AFCI 19 1 on Man 11 GROLM Ulf°Its 6'-4' 1 1 PRE -WIRED CEILING CLG FAN (1` MTD. LIGHT; OWNER'S I 6 I TO BE SulINSTALLEO,t �� PROVIDE I L' •J J-BOX FORI C — OPTTANAI. FAN ��I= VAPORJI,(J','� \ PRE -WIRED \\ CLG FAN HOOD WIRE W/ OUTLET FOR 8 FUTURE MICRO. C. r — — — \ - LI SWITCH IN PRE -WIRED W.I.C. \ ABMET �� JCLG FAN \\\ I e i i/ GREAT ROOM Z l / L----- \� it / 0. l I�WI / I I li 'LljLAUN I / 1 PRE -WIRED / 1 u J / \ 1 CLG FAN p u----, -- 1 - I O A* _ _ —, 1 �.B. FOR GARAGE 1 \ L TN* swur L %lfi l // DOOR 1 1 I L _ BOLLARD AS E REa SL WALL MOUNTED CODE LIGHT W/SWITCH IN �� L— ATTIC ___ __ LED LIGHTING LED LIGHTING rIANKED FIXTURE /� SINGLE LAV. ® DOUBLE LAV. METER \ O e BATH 42 OAMR'S BATH FIELD GPI \ VERIFY CLG. LOG. OUTLET i \\ BDRM•2 IRRIGATION OHD — 1— PROVIDE "AD CU, I" . PS, CA N V =)NOUiT OR f OUTLET e — — P.D. FOR �, \ '� %M AL, 71401 . 1% CU N A' CONDUIT OR 2/0 AL SEA 48' AFF. ; 1 HI. FOR (CONDUIT TO TERMINATE ABOVE SOFFIT - OV 04ANCU I 150 AMP ELECTRICAL RISER GARAG \ j PRt-WIRED NOT TO E VIGOONNECT �SeA AM E 40 VOLT 1 CLG FAN GENERAL NOTES, _ _ O ELECTRIC METER INA SLIV-TRICA1. MATERIALS AND I FN146E COYLY UA W ELECMINCAL PROVOICHO OF Ton Pam FIPJ'7A fle BdCLOSISE FAfCL 1 EDITION ne U LOCAL CODEA AND ALL LOCAL le"Pt [TRY/ COMANT REQUIFI M@1TS. ISOARP — — — — — — — — — — — — — — — — — — — — — — 1.1 SL ALL CO PUCTORS OHALL NE TYPE TMNRMW UNLESS NOW OTFCRNSE. '� IsaRANCE efRv�f efRVNx COACH�� Eairelm fa1R7NT LIGHT _ _ _ — POWER cgrA-ANY — — — — TRANSPO"M NTmeSYSTQ'I oOIONG TEIFIMAL AT LOe! ELECTRICALPLAN BADE HOLT/GE OFNLCTIDN! SCALE, 1/4' • 1'-V PROVIDE 00 AMP. EM40 VOLT. 1 MIASE SECOND 1 A{ QI MRVICE GROUND CG"410 D TO ELECTRICAL SERVICE. PReOVIDE) COPPER (QU N CONCRETE ENCASED FOOTER STEEL PER 142" VIA SCIaa1LE SO PVC CODUIT OR PROVIDE ! ELECTRICAL PROVISIONS OF THE ENCRA i 7/0 ALLMNM (AL) N 2" VIA SCWBOULE SO P'K C0NOWT UNLESS SERVICE R FRONDED ET TIC ELICTNC COMPANY, COORDINATE YIITN TIC ELECTRIC FWWPIAX S PT LONG COFFER CUD GROUND ROD COMPANY PRIOR TO DID. 014 LOAD 1441 N. RONALD REAGAN BWD, LONGWOOD,FL32780 PH: 407-7748078 FAX 407-7744078 www.abdefigngroup.com AA M: 0003326 !;-4D fAB VHDIV. Ae LOT:BOTT PARK LOT #9 BLK #15 PROJffiCTp 04181.000-09151 1[ODffiL: 4EAB "1672-ARIA" aw>Rwaa aT►u+ta: LEFT PI►Offi: ELECTRICAL PLAN 160 MPH EXP. C I III II 1 II j I i I I I II j I T r - - F111 h M I---- I O II 9 • II • I in I I I I i 1 I n n ii ul II I I • I 0 IIC 11IC__11 I� I I I I ----J I o s iV h ----- — --- 31'-3' 1 2'-9' 2'-f '-li PLUMBING PLAN SCALE, 114 . I'-®' 2' V.TR�r 2, 1 v2 KITCHENSINK W/ t AUTO VENT 2' V.TI �I 1/2'R 2• i 2' 2 TUB I 11/t' 1 I t t 1 � 11/2�i rl i/2' LAVI � 2 wc. ' I 1 WASHER 3' LAV. qy I 3' t SAW 3. CA. TO 3 3. MAIN 4' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdosigngroup.com L AA #: 0003325 IIIIII to LrOT: ABBOTT PARK LOT #9 BLK #15 PROJECT# 04181.000-09151 HODEU 4EAB "1672-ARIA" GARAGE SKIING: LEFT PAGE: PLUMBING PLAN 160 MPH EXP. C HVAC NOTES I. ALL MECHANICAL EQUIPMENT ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATMG. ALL SEAMS SHALL BE SEALED WITH GLASS PAIS 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLOG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 101 CLASS I AIR DUCT A8 PER NPPA 10A 2-31 4. FRESH AIR INTAKE& GALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER MC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORM8 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6114 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR 15ATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH MC 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. 9. 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 BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 DRIP BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR ® THERMOSTAT IS PASS-THRU AIR GRILL NOTE, ALL NVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL TRAP TAF�B COND_\ ENSER PLENUM PLENUM y AIR RETURN W/G(�3A6'x2' 6IMP80N WO ROLL STRAP OR EQUAL SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER y TL. SCREWS (2) 4' CONCRETE BLAB PCOI UI//4' STRAP EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE CONDENSER UNIT EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB CONNECTION TO PAD t REFRKsERANTLNESTO PLATFORM RETURN CONDENSING UNIT NOTE, MAIN COND. DRAIN 3/4' DIA. TRAP DRAIN LINE AND TERMINATE OVER HEAD a 12' FROM STRUCTURE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS COU SCORIATED NICKEL FIN. FLOOR G.ERSUNK O . PLUG BRONZE FL. PL. OR WALL I _6 SEE SPEC. CONc. BRASS PLUG FIN. GRADE OR PAVING FITTING OR EXTEN6ION TO SOIL OR WASTE AS FITTING OR REQUIRED EXTENSION SOIL OR WASTE AS rWADE 8240-K JOSAM 56000 REQUIRED INSIDE / SERIES NICKEL BRA88 TOP CAULK / P.V.0 OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYY nEXT. GROUND CLEAN -OUT (TYP ■ HVAC PLAN E= 1/4 . P-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA B: 0003325 t O , AN fvBDV aIT ABBOTT PARKA LOT #9 BLK #15 PROJECT* 04181.000-09151 HODEEa 4EAB "1672- ARIA" GARAGE 3WING: LEFT PAGE: MECHANICAL PLAN 160 MPH EXP. C eyee�.ro� 1 2X4 TOP PLATE pug 7 PRE -FAD TRUSS I/1' CLGr. BOARD In- DRYWALL -��. T`)r SECURE ST. — MATE TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX FIN. FLR, 2x4 WOOD STUDS 024. OZ. SLAB DIYL00 im ITIONS SUPPORTINCs HUNG PLUMBING RES AND WALL BETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE 16' O.C. OR NOT THAN 2x6, WHERE ED NOT MORE 1 TYP. INT. WALL NON-BRG. 21 SCALE: 3/4'-1*-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RS06.1.1 ON J' 0A46. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS J J MTL. DRIP EDGE // 2x FASCIA PER I -0, ELEVATIONS TYP' o.H. VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN.FLR� 5/8' GYPSUM IN OR 1/2' HIGH STRENGTH CLG BOARD SEE ENERGY CODE FORM$ INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS eAla.x A!D aAa LN I p nVC eLHN roRO/4 LN ow won aAr 2 GAS LINE THRU BLACKKv _ tO.IL vr•rw IR' r,#M 2 COAT - FLAWM APPLRD 0"mom7 TO MAaOMIr Rea OORlR aaAD r a+l en aTwicnwa role Iesoa�aRcar®a A a P.T. wD ATTAGSO TO FlLL CaLL Y 17R - 1, 1' M!l L SY OTMO O Roar Pam pm 3 GARAGE DOOR JAMBS D1 SCALE: 1 1/2'-1'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. OVER A30 FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END 2x OVER OVER e30 FELT PAPER OR FELT PAPER INSTALLED PER SECTION B FIBERGLASS SHINGLES OR SYNTHETIC RwSU1 ON i' Obs. PER STRUCTURAL DETAILS PRODUCT, INSTALLED SHEATHING OR }' CDX SYNTHETIC PRODUCT, METALLED PER SECTION PER SECTION R90S.1.1 PLYWOOD SECURED PER ON O.S.B. SHEATHING FASTENER SCHEDULE RwSU.1 ON J' 0.65. OR }• CDX PLYWOOD STIFFEACK AT ALL UPRIGHTS SHEATHING OR }' CDX SECURED PER PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE I'-0 r-0' FASTENER SCHEDULE TYP. PRE-E G WD• tIRU88 TYP. MTL. DRIP EDGE —REFERENCE MTL. DRIP EDGE O.H. O.H. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATION$ ELEVATIONS PRE- TIRU88 CONT. 2x RAT RUN SECURED PER VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT MTL. DRIP EDGE PRE -ENS. GABLE TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG GABLE TRUSS 2x FASCIA PER WEEP SCREED PER ELEVATION WEEP SCREED ELEVATIONS 2x P.T. SECURED PER We. GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER VENTED SOFFIT STRUCTURAL DETAILS NIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' Or- 1/2' THICK, 2 COAT PORTLAND a• cm CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OT1/2, GYP. WL. BD. PRTLANDD HIMSI A.4 WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR 0'-0' FIN. FLR ° m e• cMu ti a. a a a i W/ WINDOW OPENING B TYP. WALL SECTION NO OPENMCs NOTE: PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4:12, A 5 1-STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMENT SYSTEM D1 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST 15E PER ASTM 0226 TYPE 11, ASTM D 48611 TYPE IV, OR ASTM D bi5'I n W/ WINDOW OPENING N R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. WL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-0' FIN. FLR .WALL SECTION NO OPENING (6)1-STORY GABLE BLOCK WALL D1 SCALE: 3/4'-1'-0' 1441 N. RONALD REAGAN 13LVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003328 psi re E{VHDIV :s LOT ABBOTT PARK LOT #9 BLK #15 PROJECT 04181.006— 9151 MODICU 4EAB "1672-ARIA" GARAGE SIMMO: LEFT PAGE: DETAILS %160 MPH E C IM 2X6 P.T. • O NTM OF DOOR HEADER SECURED W/ (U W' X V J-BOLT W( 4• M1•L EMBEDI'I w W) Y X 2• X VV WAGNER 4 NUT OR WV (2) N• X V ANCHOR BOLTS VV WAMRR 4 NWT E OR 86CURE 2x4 ON AT TO ELK [I]FLAT MASONRY NAILS 2X16ARA6! DOORR N W= SECURED UV (5) IRE• X V J-BOLT OR ANCHOR INBOLTS, WV 4' M K RlHT 7BEDr', UV 21 X 2' x VV WASFER 4 NUT. (1) WITHN S• OF TOP, (11 WTHIN V OF THE 51K (9) EV@11.Y SPACED. O 110 III 10 E NOTm ALL ANCHOM SHALL BE N ACCORDANCE TO MAN,PACTU11EIC6 SISTALLATTON SMTIWCTIONS WHERE AUCU MTMl Tlde AND M ATfN6dWr GARAGE DOOR BUCK ATTACHMENT 4e4u, w••rr 8' CMU Lr 1S' DRYWALL i•X4' OR I' L - P.T. NAILER �lrlx4 P.T. OR % X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK a I)1(r' TAPCONS (MIK SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT IY4 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 A TO BLACK +9 4 OR +6 4 A SC E: N. A. 2X4, m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE J0 MIN. 1 EAD SIZE 300 MIN. EMBEDMENT 1)14,) WITHIN 8' OF EACH END 4 IW O.G. MAX SPACW3. 2X6:m SECURE TO BLOCK W/2-W6' TAPCONS(MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) SECURE WITHIN 8' OF EACH END t g• cm 18' O.C. MAX SPACING. )j• DRYWALL 2Xg m ❑ 1'X4' OR DO' P.T. NAILER 2X4m SECURE TO BLOCK W/ i(r' TAPCONS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT 1 Y•') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IB' OIC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-l)(r' NON-STRUCTURAL !fr' TAPCONS TAPCON MIN. 1 Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO 13LOM MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT I Yi)' WITHIN 8' OF EACH END 4 DRYWALL 18' O.C. MAX SPACING. ❑ 'X4' OR VX2' P.T. NAILER 2Xb:m SECURE TO BLOCK W/2-%-, 36' O.SJS. X 4' MIN. MIN9 (* MINSHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 ATTACH TO 2X PER WITHIN O' EACH END 4 MANUFACTURES DETAILS. IB' O.C. MAX X SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYV DOOR JAMB TO BLACK +1-I%lf ALNDOI! TO BLACK +1-18/ 8 " SCALE: N.T.S. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2X64s SECURED THROUGH SECURE TO BLOCK W/2-)Ns' NON-STRUCTURAL fib' TAPCONS TAPCON MIN, I Y4 IMIN. SWANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8' CMU WITHIN 8. OF EACH END 4 )S• DRYWALL IB' OZ. MAX SPACING. VX4' OR I'X2' P.T. NAILER 2XB:m SEA BLOCK W/2-wb. CASING IMIN. SWANK 812E .140 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1.49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 rT% WINNDOW u SCALE, N.T.D. TO BLACK +2 1 4} 2X4m SECURE TO BLOCK W/ i(r' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN a- OF EACH END NOTE: BTRUGTU2AL 2X O.C. MAX BPACMCs. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W11-9(r'NON-STRUCTURAL 41(s' 80 TAPCON MIN. t Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -VW • CMU MIN. EMBEDMENT I Y49 ' DRYWALL WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. a •X4' OR I'X2' P.T. NAILER 2XS4 SECURE To BLOCK w-%, DER CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE -00 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. MOH 41,r1 Y NYpf) TOI•IVf.Ylf lD0 MT OCfD M(1 DOOR JAMB TO BLACK +3" E ALEI N.TJS. 2X4m SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6im SECURED THROUGH SECURE TO BLOCK W/2-IV NON-STRUCTURAL ib' TAPCONB(MIN. SHANK SIZE TAPCON MIN. 1-Y4- .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 A') 8. CMU WITHIN W OF EACH END 4 Jj• DRYWALL VO.C. MAX SPACNG. 2X&=I ❑ IX4' OR DO' P.T. NAILER SECURE TO BLOCK W/2-V r2ND 2X SECURE TO TAPCONB(MIK SHANK SIZE STRUCTURAL MEMBER µ8 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y♦') OOR CASINCs WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3" F +' SCALE, N.T.O. W TO BLOCK 2X4m SECURE TO BLOCK W//4' TAPCCNS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O.C. MAX SPACING, SECURED THROUGH 2X6, NON-STRUCTURAL ))(s' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONS(MR SHANK SIZE EMBEDMENT INTO BLOCK WS MIN. HEAD SIZE 30V • CMMIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR IX2' P.T. NAILER 2X8® ❑ SECURE TO BLOCK W/1-1/4' 74' OZ& X 4- MIN. TAPCONS (MI.1 SHANK SIZE J45DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 YV DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER IS' O.C. MAX SPACING MANUFACTURES DETAILS. •IDr6 UIl1 Y,fmp TO'Llrf JMf f00 NOl fai4Di'r DOOR JAM TO BLACK +3-7/18" n RLNDOR TO BLACK +3-7/18' ALE: N.T.S. 2X44m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.G. MAX SPACING. 18' Oj MUST BE ON OUTSIDE 4 2X6444e SECURED THROUGH SECURE TO BLOCK W/1-1/4' NON-STRUCTURAL V&' TAPOONS TAPCON MIN. 1-Y4- (MIN. SWANK SIZE J46 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) B' CM WITHIN 8' OF EACH END 4 V DRYWALL 18' O:C. MAX SPACING. ❑ VXW OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' ' P.T. X W MIN. TAPCONS OOR CASING IMIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8- OF EACH END 4 TTACH TO 2X PER 18' OZ. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMLB TO BLACK +3 3/ " H W TO LAC +3 3 4' ALE, RT . 1441 N. RONALD REAOAN SL LONGWOOD,FL32750 PH:407.774-6078 FAX 407-7744078 www.abdeslgngroup.wm L AA S: 0003325 Bvsary ee E ABBOTT PARK LOT #9 BLK #15 PROJmECT 04181.006-09151 MODIiCia 4EAB "1672- ARIA" GARAGE 8WMQ: LEFT PAGE: DETAILS 160 MPH EXP C DmNT .1 A 08/13/20 SCALE: 1/4"=1'-0" BlEc= D2 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 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 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 10S31.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/32/2020 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 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.10 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-Rl MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-R5 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT, DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-8" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 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 LITE 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-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING - RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1414 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2027 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 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 WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.00m L AA 8: 0003325 y r !;4An BVHDIV. As LOT: ABBOTT PARK LOT #9 BLK #15 PROJECT* 04181.000-09151 MODMIU 4EAB "1672- ARIA" GARAGE 8 VaNG: LEFT PAGE: PRODUCT APPROVAL LISTING %160APH EXP. C of .AUG WDA m N DATE.. 08/13/20 SCALE: 1/4"=1'-0" SHEET D3 OLKLD--R.A fR.A LCI AN.rr.a A EDAM - R. O Ol1'CLD N41� . R. L MAIM - PT.0 ;lo ® l R1LD MYIO . rL. r. CIlAM - Ft. S scwAM -R.0 4.POW ".coaPr. s TCL n. c Toua46 . ,PLAN= Na soffom KAMM ''W°� wTreTwrt UAL POW. QQ tmdw. p Twac s caAT CE 104T 1-LA67lR nRA17, Z 7 COAT CMW MAIM fcrw w® LAYER o. AORrr0a ewLorn PAMR (FA7 a y) ows LAYER % bo wu. PLASM Knc.an ILNHwtl (w ORAL) wrAu wrxart AT �"E w Row . .na.�eTiow ® KIC KO UT DETAIL "MR Twrt ew. moo M s�, WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) #' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFIWALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LATER "I, STUCCO WRAP) WRB LATER "2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x 5TUCC0 SELF—ADHESIVE FLA5HING — — — — — — NOTE; METAL LATH: LATH TO BE PER SECTION R103.11 / ASTM C-84l-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH:407-7748076 FAX: 407-7744078 www,abdoeigngroup.com AA M: 0003328 O Lli 44 W x Q SVSDIV. & LAT ABBOTT PARK LOT ##9 BLK ##15 PROJECT* 04181.000-09151 MODEU 4EAB "1672—ARIA" GARAGE STI MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 H EXP. C A. A tao DATE: 08/13/20 BCAX=- 1/4"=l'-0" B*Vc= WA1 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 — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-541-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 9 DRYER VENT (BLOCK) SHEATHING WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6TRJCA RAL MEMBER • l' O.C. MAX V TOr MID -WALL wlce §Qmz 6' WIDE 6Tmp SELF ADHESIVE K.MWMG, CLEAN MA60t,W OEFOgE APPLYING BUILDING PAPER �_ FNGH - MA6ONR1' PLASH' '°"Icac HORIZONTAL WEEP SCREED FLASH' � — — — —I — — ( (FRAME TO BLOCK) PIPE THROUGH - - WALL I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. Snob-) BUILDM PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALE+ N.T.B. ELEC. METER FIELD - VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD 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 -C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO 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 $1, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 6® M QRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC URB LAYER h, STUCCO WRAP CUT 'A, INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER h STEP *1 APPLY 'o MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STET= #3 STET= #2 15 WRB LAYER h, STUCCO WRAP SELF-AD14ERNG MEMBRANE FLASHING UM LAYER'2, FORTIFIBER BUILDING PAPER STEP #4 id ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP "re @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX 407-774A078 www.abdosigngroup.com AA S: 0003328 a p viz. 1 1 I N gli BUDDIV. as LOT: ABBOTT PARK LOT #9 BLK #15 PROJECT* 04181.000-09151 MODELa 4EAB "1672—ARIA" GARAGE BWRNG: LEFT PAGE: WALL ASSEMBLY DETAILS V.160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO MMMMMorl SELF-ADHESIVE FLASHING — — — — k 2 1/2' k CORNER BEAD (FASTENER t SPACING ® I' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.00m AA M: 0003326. h J Q SVSDM & LOT ABBOTT PARK LOT #9 BLK #15 PROJECT* 04181,000— 09151 MODEL: 4EAB "1672— ARIA" GARAGE 8VWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C D TO 08/13/20 SCALE: 1/4"=V-0" 8*M=T WA3 YIOOD SNEATNM6 aIOOD SIEATFIRI6 YEATNlR RE UEATNER RESNTIVE DINKIER I i BARRIER 4 i UZATWER RESISTIVE /S/ 1 \ WEATHER RESISTIVE / IYAM�M[i_,1D1lItlNG b;?' 'IREVSN�. OII�Sr• / \ RA6MRlGADFlR916 IWS AL aQ BOARD 4 BATTEN E tiAGNINS ERIIJG i \ V �E* MSI6TIVE R�� NERWG s �\ j B�iwTER RESISTIVE STARTER STRIP / \\ �\ �TNIER RESISTIVE STARTER STRIP / \\ \\ UNIATMER BARItlER RESISTIVE an ' ILAMiMG RING \ \ \ R.A;MHM6 NERMO diALV'D FETAL _ CLAV'D FETAL GLVIDAL _ 'T PLASNMGALV�FN L� WDODSTIlM�R EVATION PER GBAQ Y k OE®Q'XWSN'ALATED NARDIE TRITRIMPER TRFEEDEREGAP WiQ4LLKMOR APPROVEQ�DpSEALANT \/ ORAPPRDVED T \+ it CAOM SIDING TO STUCCO SIDING TO STUCCO ® BLOCK TO FRAME ® BLOCK TO FRAME ,�1 TRANSITION �� TRANSITION NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-08, MIN. 2.5 L55. PER CO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER - - - - 5UILDING 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: 407-7744076 www.abdostgngroup.com A: 0003325 1 0 Rill i INITI I L) sLTaDIv & LOT ABBOTT PARK LOT #9 BLK #15 PROJECT# 04181.000-09151 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C - 2x6 5U5-5ANb W/I'x4' NOTCH a END, WRAPPED IN - PEEL 4 STICK \ --- ------------ ------- -- - 1/81 - 1/8' TEXTURED I \ \ I FINISH A WOOD 1 \\ In' TEXTURED FINISH • CMU / \\ METAL FASCIA \ WRAP Ya' FROM \\ 1 STUCCO, I' FROM - iIIs WOOD WALL \I\ EXTERIOR WALL \ (FRAME OR CMU) \\ \� NOTE NOTCH FOR 2X6 SUB BAND ONLY Va' TEXTURED . FINISH a WOOD, ta' TEXTURED FINISH a CMU x s! METAL LATH x x x x x x x x METAL FASCIA WRAP 7 WOOD SHEATHING x x x x x x OR CMU x x x x x x z., UAW LAYER h, STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x — WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 SUS SAND c+1 ROOFING CEMENT 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 METAL KICK OUT x x x x x x x x x x x x x (REFERENCE POINT ©FL AN ONLY • FOR WALL OFF x - - . SET OF COMPONENTS) r --ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) �\ 1 ,—`DRIP EDGE, 1' OFF WALL VNOT INTO STUCCO) '1/8' TEXTURED FINISH A /WOOD, 1/2' TEXTURED `� FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUM BAND 2' OFF WOOD WALL PLAN A PRE-ENG'D TRUSS TO BE CUT 0 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' - V SCABBED TO TRUSS W/12d NAILS 6'-8' O.G. MAX. 2x SUB -BAND W/I4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C) WALL x \ x xX.,.- x x x x �4 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x K„x x x x x x - SUB BAND DETAIL ® WALL W f KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x 51.15-15AND WAO 'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT . ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD, FL32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdoeigngrouD.eom AA M: 0003325 JMINIM lei I aTv>BDiv. as LOT ABBOTT PARK LOT #9 BLK #15 PItoJECT# 04181.000-09151 moDEL• 4EAB "1672—ARIA" GARAGE eTrING., LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 JdPH EXP. C FM-12X12 — 1.1 \\ 1 4" CONC. I� SLAB NI wMir I I o W-31/ZI b F-24X24 a w I 9,_6. l ` FM-12X18 �` I `, PVC CHASE �4" T_Op pF 1"PVC CHASE SLAB I 4 I FOR ELEC. ISLAND i eQ 191-W � Y 1 I ,. I I � I EXTEND L------ SLAB„/2" I• I 4 *5 112" N I O 5 2-1" 1.1 17'-8" 4" 2'-8" 18'-0" I O (L •I I � � ILL w I rW- , EXTEND - SLAB 1 1/2" 1.1 FM-12X78 I 6„ 4"CONC 6" I Ig w SLAB 1 gl LLI 3'-4" (§ a +-3 1/2" I I�--" FMC-12X18 FMC-12X18 2 �-7 1/2" J I 4 1.1 1 1.1 FM-12X18 1'1 L FM_12X18 — — — — — —1.1 FW12)(12 FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-W. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE. AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. B. 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.E31NDICATED #5 BAR, MINDICATES #6 BARANDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, USING: Pm = 1.500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER'} OF SLAB SUPPORTED 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, 6Ih EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6z6 W1.4zW1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-1208 17, CONTINUOUS 1&' - (2)#5's (+)0'-0" FMC-12XIB 12" CONTINUOUS 18" - s #5 IN CURB VARIES F-24z24 24" 24" 12" s FM4202 17, CONTINUOUS 12" - ( )#us - (-)0'-4" TE-0 B" SEE AN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003325 u o assNldd I., aysaty ae LOT ABBOTT PARK LOT #9 BLK #15 PROJECT#1 04181.000-09151 MOaEIt 4EAB "1672-ARIA" 0AP_40E 9wna0: LEFT PACE: FOUNDATION PLAN 160 MPH EXP. C 30" MIN. EACH WAY MONOLITHIC FOOTING z STEEL REINFORCING IN GROUTED "� j} 1 STEEL REINFORCING IN GROUTED — °o CELL SEE SEE PLAN FOR SIZE AND Q n: CELL SEE PLAN FOR SIZE AND REQUIREMENTS I s c_ SPACING REQUIREMENTS SPACING U Q w �_ °�� _FM •? I GARAGE DOOR ^ RECESS 0 cap Z 8" CMU WALL � N 8" CMU WALL RNER BARS, SAME AS BAR I °' ° LEG Z _ .•I INFOUNDATIONWITH 0" EACH • w= y ch IAJ` TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I _• - SO THAT THE STEEL REINF. IS CONTINUOUS _ TOP OF SLAB I MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. PORCH SLAB BEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. (iSTORYj 18" .,,o• EXT. PORCH SLAB GVARI ARAGE . SEE SLAB SCHEDULE TOP OF .CHAMFER Il4 I 2 o. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Z;p. AT ELEV: W/ 1l2" ISOLATIONCHAMFER (WHERE 7�- (2-STORY) #q 44• W/ 1/2" ISOLATION 4" CHAMFER (ISTORY)JOINT 6" CHAMFER (2STORY) Z SCHEDULE 30„ JOINT(WHERE •�APPLICABLE) ° EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING xD, AR SIZE 38 APPLICABLE) Z FOR WxD, AR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY Fr AND BAR QUANTITY NUMBER OF BARS (Ee. 2 TO 3, PROVIDE 2 BARS), UNO #7 42 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 3CALE:3/4"=V-X n 2 SCALE:34"=1'-0" CORNER BARS DETAIL DOOR OPENING @ GARAGE 4 SCALE: 3l4"=1'-0" SCALE: 314"=1'-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 STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w CL I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED a NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED WI 2- PART SPACING. SINGLE BTM. PLATEHOR 1/2'k9" WEFT BTM. PLATE TO BE PT. W/FLANGE t� BASE p• g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH IN HIGH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO -+ 8", UNO PLATE EPDXY 5.1 (2" EMBED. MIN. (ffi 16" OC SLAB W/10d MASONRY 4 O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. NAIL 18" O/C STAGGERED. ih C SPECIFICATIONS FOR in ¢ BTM AND TOP PLATE CONNECTOR METAL CS USE AND ANCHORS W/ 10d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO I=- PREPARATION OF O HOLE. COMMON NAILS FILL ALL REQUIRED WHEN NO UPLIFT IS PRESENT. SLAB WI(4)1/4" X 21/4- TAPCONS 0_ HOLES, DO NOT USE 10d w rn w w x 3" SEE SLAB SCHEDULE SEE SLAB SCHEDULE c9 9�0 ¢ ¢ TOP OF SLAB 7 4" CHAMFER (I -STORY) 6" CHAMFER (2STORY) • °.�- • °_ _° � s EQ. EQ, SEE SCHEDULE EQ. E SEE SCHEDULE FOR WXD, BAR SIZE OF SIZE BOLLARD 5 ADDING BAR TO AND AR QUANTITY D AR QUANTITY ANR scALE:ya„=1'-0" MONOLITHIC FOUNDATION MONOLITHIC INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 6 SCALE:34"=1'-0 (W/UPLIFT) 8 SCALE:3/4"=l'-W (NO UPLIFT) SCALE:3/4"=l'-0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL WI SYP No 2 STUDS SEE ¢ "' PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE BT. PLATE TO 0 } C. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" OIC STAGGERED. U ADDITIONAL METAL a CONNECTORS NOT U) O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. b ? +- 0'4" POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL (TYP.) ° TOP OF SLAB+o-' SEE SLAB SCHEDULE I. 2X WALL FRAMING SEE SLAB SCHEDULE 1I2' DIA. SIMPSON STB2 BOLTS 5" +- 0'-0' Z Z - ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB . °• I "ISOLATED' COLUMN PAD GROUTED CELL, 4" FROM ENDS AND m ° CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX � POURED MONOLITHICALLY WITH 33 ii . FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE 3 FOR WxD, BAR SIZE FOR WXD, AR SIZE AND AR QUANTITY AND BAR QUANTITY I, x COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL OOTING AND COL. PAD BLOCK WALL CONNECTION E`�SCALE: 3/4"=V-0" (NO UPLIFT) SCALE:3/4"=V-0" ef 11 SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdaelgngroup.eom AA #: 0003326 is t3 sUDDIV. de EAT: ABBOTT PARK LOT ##9 BLK ##15 PROJECT# 04181.000-09151 MODEIa 4EAB "1672-ARIA" GARAGE s11ING: LEFT PAGE: DETAILS 160 MPH EXP, C DOWEL PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH:407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M: 00=25 J I oil y 4 eUBDIV. as r.OT ABBOTT PARK LOT #9 BLK #15 PMJMCT# 04181.000— 09151 UODEr1 4EAB "1672—ARIA" GARAGE NWMG: LEFT PAGE: DOWEL PLAN 160 PH EXP. C IDA=. 08/13/20 SCALE: 1/4"=V-0" B*Ecw s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM - VARIES PER ELEV. 17 #5 BARS [In m.1 CLEAN OUT REQUIRED FOR INSPECTION TIETVERTICAL REBAR a . TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 148 BAR DIA. Z8" _#3 1 M U LLI #5 30" #6 36" #7 42" HORIZONTALNERTICAL REINFORCING SCALE: 3/4"=1'-0" Z STEEL REINFORCING IN GROUTED g0ar CELL SEE PLAN FOR SIZE AND C SPACING REQUIREMENTS �W U N Z 8" CMU WALL TOP OF SLAB c TOP OF SLAB OO • SEE SLAB SCHEDULE Z W a. EXT. PORCH SLAB BAR SIZE 48 BAR DIA. 4" CHAMFER (1STORY) #3 18' UU W/ 1/2" ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE # #4 24" APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE � PER SCHEDULE � � 6° PVC CHASE THRU FOOTING THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 scALE:3la"=r-o" CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 wwwsbdeslgngroup.com AA N: 0003325 Y 4t9 as E 0 aysDM & LOT: ABBOTT PARK LOT ##9 BLK ##15 PROJECT# 04181.000-09151 MODEIt 4EAB "1672—ARI9' GARAGE OWtNO: LEFT PAGE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 Wl (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 H1 OA OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .1T7" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE S, DESCRIPTION REMARK Q (2) 2XB BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.OA. = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TCP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0-40.— SAFE LOAD - POUNDS PER LINEAR FOOT *-I*—SAfP TOAD4111011*001110 SAFE LOAD -POUNDS PER LINEAR FOOT TYPE TYPE .... I — IRCM TYPE — 1F+stt — — —T —T —iT LENGTH 74' (42') PRECAST 2231 W-W (4r) PRECAST 1588 4'4' (541 PRECAST 1085 84" (64') PRECAST 1217 V40' (M PRECAST 1062 V4' (7r) PRECAST eee r4' Mn PRECAST 743 V4' (112') PRECAST 554 10'4' (12r) PRECAST 475 1r-4- (136) PRECAST 302 17-0' (144') PRECAST 337 ISW (160) PRECAST 208 1*4r (18n PRECAST 279 14'4' (176') PRESTO N.R. 164' (18q PRESTRESSED N.R. 1r4' (208') PRESTROE D N.R. IV-C M2*) PREBTRESSE), N.R. 21'4" CAA PRESTRESSED NA 27-V MC' PRESTO Nit. 2C-0' (?BB') PRESTRESSED N.R Om000 0�m�m0 om0000� O��Omm 0�00000 momQ©mm m®mo1©00 mooQll=�+ mmm0©O0 Ili?®mmm00 0movo�c mm00000 O�m0�m0 mmm00 K=rl 0101�01©11�710 ommoo�r 0�m��m0 oommomo loom©mov O�mm00 ©ommmlmo ©mmmm00 IDm000mm ImmmOmOm 00000©o l0000moo OmmOmmm �00�0�0 mmooloom 10111�©0©�l10 v I 144 I 4m I w I w I tw (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES" BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER V~ACIUiES SPECIFK ATP 3'4' (4n PRECAST 1025 1024 1688 3'4' (4r) PRECAST 4'4' (4n PRECAST 766 783 1305 N-W (4n PRECAST rd' (M-) PRECAST 6112 681 1073 r4' (64-) PRECAST V4- ro49 PRECAST 411 411 745 64' (e4') PRECAST V-10' (7D') PRECAST 340 330 616 8-10* (M PRECAST 94r (7n PRECAST W7 721 490 V4r (An PRECAST r4' (O9 PRECAST 424 04 313 r-r (W) PRECAST V4- (112') PRECAST 32S 512 230 94' (11r) PRECAST 10'4' (12r) PRECAST 284 401 1B0 104' (12r) PRECAST 11'W (13r) PRECAST 200 452 154 11'4' (138'( PRECAST lr4' (14r) PRECAST 244 402 137 ir-0' (144') PRECAST 13W (1807) PRECAST 217 324 110 174' (180) PRECAST W4r (18V) PRECAST 206 20 100 14'4' (1061 PRECAST W4' (171n PRESTRENED N.R. 284 81 14'4' (17r) PREBTRESBf� 194- (184') PRE N.R 200 83 1V4' (1641 PREBMMM ir4' 9111n PRE N.R. 194 64 ir4- (2M PRE 194' Mn PRESTRESSED N.R. 140 52 194' Mn PRESTRESSED 21'4' Mn PRESTREM N.R. 125 42 214' Mn PRE 27-0' R64') PRESTRESSM NA 110 40 2r4' (II841 PRESTRtSSE0 2Y-0' w PRESTRESSED N.R. 91 33 24'-0' Mn PRESTRESS (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE 88141" r OF BFARMIO PAST EACH SIDE OF INNIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 R*----)--------------------- — ----------------------q 8F16-1T/OM/OB 8F16-lT/OM/0B BF16-1T/OM/0B II 1 1 1 ♦♦ ♦♦♦ 2 � I 1 ml 1 1 ♦♦ ♦. LL J# 0 O bl MI J* ♦♦♦ 1 ♦♦ 1 ♦ i 1 ♦♦ 1 ♦ BRF14- 1 ♦ TIl1\d/!1R LIFT BEAM PLAN SCALE: 1/4" = V-0" UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-0", UNO. ♦ 1 ♦ 1 ♦♦ 1 ♦ 1 ♦♦ 1 8F16-lT/OM/OB ♦ 1 1 ♦1 L— — — — — — — — — J 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH:407-7746078 FAX 407-7744078 wwwabdesigngroup.com L AA #: 0003325 J 1 S F IPIm UDDIV. deBBOTT PARK LOT #9 BLK #15 OJECT 04181.006-09151 MODELc 4EAB "1672-ARIA" C3ARACE BNTNG: LEFT PACE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3!4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYP. B"xB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM LO 2. IF BOTTOM STEEL IS REQUIRED PUCE #5 BAR IN LINTEL. !G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING�c PLACE STEEL HEIGHT. REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �6 AS DEPICTED HEREIN. STRUCTURE, A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE, TYP. 8"xl6" M COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM 5. SHOULD THE DOUBLE BOND COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE t#5 / 4 TOP OF THE LINTEL. \�' Q 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. pv,5kw / QP"F, BREAM W/ (16 DEL. B #5 BAR BOND BEAOND TOP M •\O EACH COURSE \r1G 8x8 BOND BEAM TOP OF • W/(1)#5 BAR .ti, BOND BEE I \\AQ� U = UINFILLED LLED W/ GROUT GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND SEAM, IF FILLED LINTEL. BEAM COURSE �jJ/ /� SEE NOTE 5 �A �16-1T/11Vi/ BIN ELW/(S #S BETE ARRL2 NOMINAL LENGTH OF BAR=WIDTH Of MASONRY HEIGHT #OF #5'S,TOP OPENING-2" IT IS THIS ENGINEER'S INTENT BONO BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX-1T/1M/08 INDICATES A DOUBLE BOND BEAM #OF#5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3/4"=V-0" AND XFXX-1T/OM/08 INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W O STEEL (U) REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP AND XUXX - 1T/iM/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 MIN 2 X 3 1 TAPCON OR DRIVE PIN MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM DMENT 1 E300 MIN EEND AT LOWER ELEVATION WINDOW 154') 8" FROM EACH AND 18" O.C. M X. I 05 BAR BENT AS SHOWN EMBEDMENT �.3 1l4" PRE -CAST n WINDOW 2x6 (MIN 2 X 3) 2-3M6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" I0. 2� SILL FROM EACH END AND 18" SLOPE O.C. MAX. MIN 1-1/4" 9 m EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 OPEN FACE SHELqlN TAPCON OR DRIVE PIN (MIN AS TO ALLOW BE SHANK SIZE.145 MIN HEAD BAR TO BE PLACE SIZE' SOLID MIN EMBEDMENT 1f7116"OSB UPPERANDLOWEMIN. REQUIRED IN BOND BEAM 1/4") B" FROM EACH END AND O SHEATHING W2X4 FROM l EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4"ER BLK. EA. END TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK HEATHING CORNERBARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAILS 3 A `h SCALE:11n°=1'-0" 5 SCALE: 3/4"=1'-0" i PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > I SINGLE #5 CORNER A BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM e II I II I�I) II CMU PIER W/ WI SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL, CHANGEIN ELEVATION OF BOND BEAM %SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3l4"=1'-0" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.com L AA #: 0003325 SLJHDIV. ae LOT ABBOTT PARK LOT ##9 BLK ##15 PROJECT* 04181.000-09151 MODEL 4EAB "1672— ARIA" CAI%ACE 8WWO: LEFT PACE: DETAILS 160 MPH EXP. C FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 Wl (14) 10d x 1 112" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM Y-O-, 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 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdoWgngroup.com AA 111: 0003325 W J pJ > UNDM Aa L.0! ABBOTT PARK LOT #9 BLK #15 PROJZCT# 04181.000-09151 MODELa 4EAB "1672-ARI9' GARAGE 91119MG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ENGINEERED WOOD TRUSSES ---I PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x I }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOF/WALLIFLOOR (1) SIMPSON HETA16 1111100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x 4", HTSM20 W/10 10d TO SHEATHING 16d x 1 NAILS TO TRUSS FASTENER SCHEDULE" x 1 NAILS TO 6", 8" x MAY BE ADDED TRUSS AND x 2 1l4" DBL DBL STRAP, 1 EACH SIDE WRAPS UP AND , GIRDER. PROVIDE 5" GI DE R W/ tOd NAILS, 2 ROWS, 3" NAILS, TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION ADDITIONAL PLY MAX. TO (16) tOd x 3 }" NAILS TO GIRDER AND 6", 8" x 4'-0' MAY BE ADDED WITH ACCOMMODATE GIRDER # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HTSM20 INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL W/10 10d TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A{1) SIMPSON LGT3SOS2.5 GIRDER TIEDOWN WITH (4) }" x 5" TITEN HD TO CMU AND 12 SOS ( ) TRUSS AND (4)1l4" x 2 1/4" TREN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(I) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES @ 24" O/C, ix2, 2z W OOD FASCIA (2) k' x 5" TITEN HD TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIROER 12" O/C FOR REVIEW 2x SECURED W/ (3)16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2)>)" x 5"TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED WI IOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS BEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE la lb 1c D =1-" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTORS) 2a 2b 2c AL GIRDER CONNECTORS) SCALE:34"=1'-0 (2) 2X4 No.2 SYP DIAG. 20 BLOCKING BETWEEN 3/4" T 8 G SUBFLOOR GLUED AND BRACE W/ (3)12d 0 EA. TRUSSES WHERE SCREWED AS PER SCHEDULE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT LSTA12 20 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W/ 10dxi/2 HOG NAILS 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) EACH END. TOTAL OF 10 30'-1- TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) W BRACE ® CENTER TO BLK W/ FLOOR (2) "X" BRACE DIVIDED EQUALLY BOLT ANCHOR BOLT Wf W/ GIRDER 6'-0" MAX f1X4 M/ ) FROM CENTER TO END. WASHER SET IN HIGH HIGH OR 10'-0" MAX (W/2X4)) 2x WOOD FASCIA, STRENGTH EPDXY " Ki �Y SEE ARCHITECTURAL MIN. Y" P R E VATI 1x4 DIAGONAL MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO PRE-ENG FLOOR TRUSS BTM. CHORD P.T. PLATE W/ 12d's 8' 8" O.C. MAX 5/8" GYPSUM BOARD OR 1/2" HIGH BRACING, SEE STIFFBACK (AS PER TRUSS ENG) STRENGTH CLG. BOARD PLAN FOR LOCATION CONT. 2x4 SECURED WI U MAY NOT SE (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE wl (2) }d N a I— REQUIRED TO BE INSTALLED 16d TOENAILS 10'-0" O.C. MAX. DOUBLE TOP PLATE HTT4 W/ 5i8" A.B. WITH BTM. CHORD OF MIN. T EMBEDMENT WOOD ROOF TRUSSES TO SLAB 6 (18) 16d x SEE SCHEDULE FOR 2x4 OR 2z6 WOOD BEARING 2-1/2" NAILS TO POST., BOND BEAM REQ. WALL W/ SYP No 2 STUDS SEE POST TO SIT DIRECTLY PLANS FOR SPACING. SINGLE ON SLAB BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING °. 1l2" GYP. WL. B0. " . 1z4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER " • MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF ° y . , y '# . °. 10'-0" O/C MAXSECURED W/ (2) 10d DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TVP. BTM. CHORD BRACING � PRE-ENGD TRUSS GIRDER/WOOD POST CONNECTIONS 6 BQALE:84"=,'-0" •°<_.. °, ". 5 ,a.. SCALE: 3l4„=1'-0" FLOOR TRUSS CONNECTION L.B.W. THE USE OF ALTERNATE MATERIALS MAY BE 4 sGALE 3/4"=T-0" (NO UPLIFT) NOTCH DEPTH I/4"0 GE >5/8" USED SO LONG AS THEY CONFORM TO THE METER FOLLOWING L. STUD OUTER 1l3OF 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 (Fi 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 q THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE 01 SUBJECT TO FI AND F2 FORCES. BTM.HOLE DIAMETER PLATE< 3/5"D DBL. STUD STUD NOTCHING NOT USED 11 ALTERNATE MATERIALS AND BORING LIMITSORING LIMITS v SCALE: 1 1/2"=1'-0" 9 8=§gD SCALE:3f4"=I'-0" li N. RONALD REAGAN 81. LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA N: 0003325 6 3umm a LOT. ABBOTT PARK LOT ##9 BLK ##15 PROJECT1p 04181.000-09151 MODEZA 4EAB "1672—ARIA" GARAGE SWMG: LEFT PAGE: DETAILS 160 MPH EXP. IC F-panATE** 08/13/20 ISCALE: 1/4"=1'-0" eHEET S3.1A 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d @ EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 3a4r (1) "X" BRACE 30'-1" TO 601-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)'00' BRACE 0 CENTER (2)'7C BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-8 FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYR TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. lx2, 2x WOOD FASCIAfENGINEEREDWOOD NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)1Sd OOD GALV. COMMON NAILS. 4" O/C, WSECUREDW/10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12"O/C L SECURED WI(2)12d's� MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE:34"=1'-0" VTCR SPACING (1) AT EA AND 8'-0" O. PRE-ENGINEERED VALLEY TRUSS CONNECTION SCALE: N.T.S. PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O SHEATHING SEAMS) (BLOCKING R TRUSS (TYP) (a O.C. PE-ENG'0 WOOD NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12ds B" O.C. MAX CONC.POURED LINTEL COURSE CONT, 2X4 SECURED Wl (2) 10d's @ EACH TRUSS TO BE INSTALLED 0 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG E GABLE TRUSS @ CMU WALL SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.abdeslgngroup.com AA #: 0003325 J y bbb K Ito y�Q� yyQy`l 44 SA O x aUDDIV. ac L0151 ABBOTT PARK LOT ##9 BLK ##15 PROJECT# 04181.000-09151 MODNIt 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: DETAILS 160 MPH EXP. C 1Y-�F GABLE -END HIP ROOF L n �, ROOF WIND DESIGN PRESSURES NET(GROSS) ASCE rfd' ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF (49.48) ZONES = 67.16 PSF (77.16) "A'= 4'O' END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: "C" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR UT' 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 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 412" 0.120" 17D,000 (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION ([SANTA) ESR-1539 EXTERIOR SHFATTIINO USE 1/2" CDX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR V16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS Q 4" O.C. TOP &BOTTOM EDGES �T J Z . a Z I 7 W LL Y7�-7 yy u V) . J_ n 0 z z , /1 V QY a' N CO . 2 TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS RnnF cureTulNr MmmmE e ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING Bd RING SHANK GUN NAILS 6" O.C. INFIELD ` Sd RING SHANK GUN NAILS 0 17 O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.8„1N FIELD J\ rYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 3W. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND Wow: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR B4ITWNED CONCRETE EXPOSED TO EARTH ORWEA7HER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, Gm EDITION ALL EXPOSED EDGES OF CONCRETE ARE 70 BE CHAMFERED Y4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE 84AR CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANELACER NLSLA&4-0N-GROUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb = 11GO PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI L MEMBERS 01 , ANSI E 7-10 SPECIFICATION AIS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRIWING3 SEAMS LAPPED S INCHES AND SEALED WIM ADFEBNETAPE. PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL A ELASTICITY = TREATED. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SUBS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, 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. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. BM EDITION, SEE NAILING SCHEDULE ON PLANS, TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 PST 20 PST TOP CHORD -nan-m rwt tO psf BTM CHORD -non -Co wa nt DEADLOAD DEAD LOAD 15 pef TOP CHORD 20 psf TOP CHORD (7 paf w/ ASPHALT SHINGLES) (10 psf w/ No GYPCRETE) 10 PST BTM CHORD 5 PST BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: I OpSf WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH T CHAIRS SPACED T-O" OC EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A616 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAIL OF THE ACI STANDARDS SPECIFICATIONS, S DS AND CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25' 06 BAR - 36" 05 BAR - 30" #7 BAR - 42' PROVIDE 36' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE -NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448 GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND "TPI/WTCA BCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1AO82. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WAL BALCONY LIVE LOAD 60 PSf L. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf SECOND GUST WIND: DEAD LOAD SPEED =17) 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 (FBA EXPOSURE 7 EXPOSURE C, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE(ASCE ATTIC LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED IT LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: HABITABLE ATTICS AND ATTICS SERVED WITH FILL C STAIRS: STORAGE: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE : 40p AND DECKS: 40p81, GUARDS AND HANDRAILS: 200p0},GUARD IN -FILL COMPONENTS: SOpsl, PASSENGER NTS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOW, ROOMS OTHER THAN SLEEPING ROOM: 40pef, SLEEPING ROOMS: 30paf, 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 5301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE. AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f. - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI A7 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SHALL BE 318' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557. 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 GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTEO AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SMALL NOT EXCEED 5' d- PRIOR TO THE ADDITION OF PLASTICRBR CONCRETE SHALL COMPLY WITH ALL THE RECLARBMENTS OF ACI 301 AND ASTM C-94OR MEASURING, MANG, TRANSPORTING, ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIWE ALLOWED FROM WHEN WATER IS ADDED TO TIE MIX UNTIL IT 18 DEPOSITED W ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 18 HELD FOR LONGER MAN 90 MNUTES, THE CONCRETE SHALL 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 SHALL BE AS FOLLOWS: A 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER Ian"FOR#5 AND$MAU.ER 2" FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W" FOR SLABS, WALLS AND JOISTS 141r FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURALSTEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 kel FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTW3, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APP4GTxxJ SDE I TYPE SPACING PEMAR(9 APPLN:A- SIZE TYPE 9PACINO REMMKS 14 PT FUG CASE HARDENED COIL YOB GARAGE DOOR BUCK TAPCONMASONRY 11YY EMBED.,VENOWT., IAASOMiYl C0N1C. NARttl2-LONG. TO W90NRY/CpIG, NO WISHER FASTENER 11?EDGE DIST. SGD, AL. EXT DOORS CASE.-NE.- YOIC WNWWRxIORI FASTENED -EDOOR EUCIt 1YY'GW. WI I'EMBEO.,PENDDRT., 1. K. SEE NOTES .11111P LONG. STAGGERED INTO MA90NRYlG-NIC. TO IMSOWiY/GONG WASHER ExPPN9KKJ BOLT x<"Q'C YEDGE DIET, CASE EDWIL W�" --To n CONTACT THIS ENGINEER FOR SPACING + P-BUCCK NNLHIRIDDE bTA6 EG�RED olus°�`r��a-ED �r REQUIREMENTS EM.9WSiG DOOR 1213I1B'OW, 'TAPCOM 11?EMBED,YEID. NgV.BEARING WOOD 11Y' EXPANSK)N x•EMBEO.S"EMI BUCK&PT,EEEWTES NO WASHER FASTNER 1PQC DIST.,110'EDGE OA9T. WALL TO CONC. SLAB W/WASHER BOLT t4 WC DIST.,Y EDGE DST. o PT WINDOW W- O.+SB-PAF a2W "IE'END.DgT..11R" TO STEEL COL., SEE Y/I WARNER I SIMMERED EDGE GIST. NO ES NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 wwwabd•slgngroup.com AA R: 0003325 iE �t • S • yf rqW aUBDM as LOT: ABBOTT PARK LOT #9 BLK #15 PROJECT# 04181.000-09151 MODEL: 4EAB "1672- ARIA" GARAGE SWING: LEFT PAGE: DETAILS 160 MPH EXP. C 04,572v 2Q-P r