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Home My WebLink About7755 Davie Ray Drv 99 91828-4EBB-CAL19 HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 Tel: (813) 740-0720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE AUG 1119 2020 CITY OF ZEPHYRHI 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 . no= M=tn cmg, UgMg nUl, gpmpg (, 'J1 •i►u. , el+n srArg tongs .00CUPANCY -RESIDENTIAL, GROUP R3 :OCCUPANCY TYPE - VB 'MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED — Vu1t=180 MPH Vasa=124 MPH •EXPOSURE — C •I -STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJU TABLE AMP. AMPERAGE BD. BOARD CAB. CABBIINNERT'FE CLG. CERING CLR CLEAR CONC. CONCRETE CFT. CARFEI c.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G./FX. FUEL GA ASS F.G. FUEL GAS FIN, FINISH FLR FLooR FLUOR FLUORESCENT FR. DR FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GTERRU TER CIRCUT BLASE DPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSE BIB H.C. HOLLOW CORE HDR. HEADER HOT. OR HT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LUM. M.C.F. MIN. M.T. MTLD. N.T.S. O.c. PL P.B. PH. PLT. PLYWD. PR. P.T. R RAD. R.A.G. REF. RM. R.O. S.C. S.D. S.H. SHT. SHTHU. SHWR SL. SL, STD. STD. SWS TEMP. THK. T.O.C. T.O.P. T.O.S. TYP, U.N.O. V.P. W. W/ WIT. WOW W.I. LAVATORY LUMINOUS MMEEDII MEDICINECABINET MINIMUM METAL THRESHOLD METALED NOTTO SCALE ON CENTER PROPERTYLINE04A PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLID CORE SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SS SL STANDARD STANDARD SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE TYPIOF CAL AB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WATER HEATER WROUGHT MON DATE DESCRIPTION CDs15 m ARCHITECTURAL SHEET DESCRIPTION emle 20IT FBC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C—ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG M1—MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WA6—WALL ASSEMBLY DETAILS gA D COBRE•1851ED 02/" 81DNGELEVATION6AD= 0 /0 COS D FOOtNGREVI810NPERM.D0YE6 M)2bM COS RE- 02A" ADDED CWBLMFOOTERATGAR40EDETAIL (FORTMYERW 02A22AS PLANMANTENANM 03R5/ID REVISED LNTEL 512E AT MONT ENTRY DOOR *STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, L.L.C. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 004A5 ADDED ADDIT04AL RECEPTACLE N GARAGE PER ULL BAT50N IMELW SQ.FT. CALC. S 04R4A9 REVISED HVAC VOUM ON SOT CALL SCHEDULE (ME.00 ObIdAS ADSKTERCRMOWDEWFOOTEWDETAIL12/&A(ON.) DED NG UVI828B0.FT. GARAGE 430 Sa FT. Ib BQ. FT. LANAI 80 6Q FT. TOTAL 2362 BGL FT. ftfh"J ADDED LED LOIT5 • KITCHEN 4 BATH PER MARK MEG VMN ADDED STONE OPTION ELEVATION C 4 D (TAMPA) OMM ELEVATION W 81DNG-ADDED LOUVER • GABLE ROOF IpA25Ah ADDED OPT. B•0' (;EILRia HEKHT6 01�01!!0 REPLACE U6P CONNECTORS wn( sa7P6CH CQ+ECTORfi 04APM REVISE 0KAVENT RADON PLAN DA` ENSIOH6 04A" OPT. W-0' aA HGT.- ADDED LED LKaNT N FOYER 04tW OPT W-V CLG. HGT. ELEVATION V- REVISED HEnHT OF ARCHWAY STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG SIAA-DETAILS PG 51.2—DOWEL PLAN PG S1.2A-DETAILS PG S2—LIFT BEAM PLAN AND NOTES ,J PG S2.IA—DETAILS PG S3-FRAMING PLAN PG S3.lA-DETAILS PG S3.lB-DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER IL THE BUILDER ASSUMES ALIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. B DESIGN GROUP WILL RESPOND TO ALL WRITTEN FI's IN WRITTEN/DRAWN FORMS IN A TIMELY ANNER. AB DESIGN GROUP TAKES NO ESPONSIBILM FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE [BEENGENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroup.eom L AA r 0003326 , ail z� 9UDDIV aIL01% ABBOTT PARK LOT #33 BLK #9 PBi0,7=T(I( 04181.000-33091 ILODETa 4EBB "1828-CALI" GAIItAGZ 11Vrn4Q: RIGHT PAOIC: 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 NTH CHAPTER 3, SECTION R301.2.1.2. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4, NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 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 STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. NAND 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.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 MNCH GYPSLU BOARD OR EQUIVALENT. B. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 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: 1. 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 IN F CUTTING 0 FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROORWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLumm 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'W PVC (SCHEDULE 40), INSULATED WITH%' AMAFLEX. 4, SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8, FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903, 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERSN S 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 FINUM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W 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, 112' 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-Cl06342a. 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. FSNE 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 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W' DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, JUN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-774.4078 www.abdosigngroup.com L AA 0: 0003325 QF Rp a SZMDIV. As LOT ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODELe 4EBB "1828-CALI" GARAGE 8WMG: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C SCALE: 1/4"=1'-O" SKEET GN _________________ ./-IS'-4' BLDG. HGT. ■■ ■■1 a► " ICI I■ I� ��' ■■ ■�� - '� ', ■■. ■ " � . _ ' ., ��I ICI I� 4' RAISED �_ ■■ ■ 1 mIll= II FRONT ELEVATION Be —ALE: 1/4 • I'-0' TEXTURED FNISH NOTE, WALL FENESTRATION FLASHING AS PER FBCR R103A 4' FREIZE BAND I-GT. COACH LIGHT a 0'-0' FIN. FLR 0'-0' FIN. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT AREA OF ATTIC - 2364SO, FT. NET FREE VENTILATION AREA REQUIRED 1/30D REQUIREOVENTILATION AREA • 2364/300 = 7.86 VENTILATION AREA SQ INCHES PER FT.(19A) 1134.72 SQ IN. MIN. RWUREDVENTILATION = .5% 1134.72 IN UPPER PORTION OF ATTIC 567.36 IN. OFF RIDGE VENIILATION AREA 125 5CL IN. PER VENT 567.36 /115 TOTALBOF VENTS REQURED a93357 TOTAL IfOF VENTS PRovIDED 5 'AREAOF ATTIC ISTNE PERIMITER OF THE HOUSE, LESS THE OVERHANG EMERIOROF WALLTOOTERIOROF WALL, NOOVERHANGS INCLUDED REAR ELEVATION SCALES 1/4 - I'-0' TEXTURED FNI9H 8'-0' BRG. I-GT. �o s �o R --------_-_-_-_'-_-_- b0'-V FIN. FLR OFF RIDGE VENT V-0' ERG. HCssT is LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH iQ .0 S 0-0' FIN. FLR - OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 - I'-0' TEXTURED FNISH ECO. DTL. A SCALE: 1/2 • I' FIN. FLR 1 D 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngfoup.com AA 1F: 0003326 6f �Kk h c aUNDty 4. LOT ABBOTT PARK LOT #33 BLK #9 FIX OJECT# 0 181.000-33091 MODEU 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: ELEVATION FTC„ 160 MPH EXP. C 2 aCAL.E: 1/4-=1'-0" aI=ZT A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Q&V OMIT 20 AMP SNSI.E POLE IIOV OUTLCT MV OUTLET Y2 Q CUTLET NI® M !PITON QN IIOV OUTLET MUIPSO WA~ PAWL POWANTT M 220V OUTLET (4) MI10 CONNECTION ENT. WATMIQ,ROOF cunsT 41001IN0 FAULT WMERtPTMR MATCH MATCH a -War OPEIa OUTC34 4-WAY OPCR LI'.f.^W4 17l71WT[D ' V LIaHTWALL CEILING Liam © LED CLG LIGHT LED YAPOIR ©vp PROOF LIGHT O VP VAPOt FROM LWWT © wommoD CAN ® 3'MIT. PAN I ON PER Sa FT. 014.1 FAN WM.ISI/T 1 CFM PSR 36 A. PD(IIA! (aPtcs Tao sr ® LEILW WRAP I4QOIND ( ) � ]-O WIaAP SAL ARpND [ ACC W /--4 ]'FLAIDIlMCWT 4' RUOIeMCOW 4' TRAM%LION, O PANEL dill METER OSD. wipe DaTocum ai IS 1 1 w 1 WALL MM MCD smam DMTECTM GATT. F2AOt.dr- W(jym"m ® cA1om own ° K1 CQ'rb FMMR•CCN ECTMD SMALL BE A DISTANCE OF NOT LEST THEN 4' FROM 0" F'ItDANT LION Ll� NATWRAL OAST ► TELEPHONE JACK WDMZATWt a�' T g AMDISCONNECTCCDISCONNECTCT Ma Aw CN 1-8 TOLwMWON JACK EON O J-m Wox To IN LAIC QOSANdCE tl MARS a M1MCN FCR 4 ea Lw aOX RSIJU CEILWtl PAWLiSiT ro EI euPPORTEc IN ACOOPID MICE WV EOIK MAPPOID AS SUCH TOR A== u• WCAOMC1NT LISNT eTlar nna ,.' .rAwaeE4r �nnn L10M MTRP LENT STIQP FLOOD LISM CPT. sI cm MTPAO HE Ps. P BN-SUMON FOR CMIM M tRe PORT • LOCATION OF TV JAOWM A PHONE OUTLCTS 4 FAIN TO WE VEMRED o MQMaOWBR PRE-CONMTRICTIO4 PEETNG • ALL W A 70 AMP ORANC14 C 01CURS TO ME AM FAULT PROTICTED PER ELECTRICAL PIPPYI NONS OF em-d A:TN aDITIeN r2Anl A NFG ]IMn ]oY aemoa • zo APP DEDICATED LAMORY CMpST. • GR . ISLAND (NOT ON WOMEN CIPICUFT) • DIM4WN A"It DISCONNECT TO 81 LOCKOUT IN PANEL • WATHROCPI DSW3ST PAN TO NAVE MN. CAPACITY OF to ORM NTIR'71Trow PER ELE011WG1L PROVISIONS OF SECTION 1-1100 A aaCR ATu ®moo r2enl • LAISDR► ROOM MM�TAt'3.! SHILL BE GIQOIND FAULT Cg=rr-IMElaes•TM PROTECTION F7le PERSONNEL ON PECDEM • WARNS P.nMOD SMALL WC NDN METALLIC CABLE PER XLECTRKIL PROVISION& OP Pane &TN 00rnArI2 ALL WORT: TO CCIVLT 101114 MJSCTPW.AL PROVISION& CP Two PEGt ATN x9-Q9m • ALL LAF�M &HALL aR M[L[G111 Wm w,w row m TM d• LINATN& NMT OE QBbT WSFYJENT iTPE PQ �Al- ENERGY E ICNW&r) ]AM. Mh EDMiON R40A1 CEILING MTO. LIGHT TO ISE INSTALLED, PROVIDE J-BOX FOR OPT. FAN "----------------------------- ELECTRICAL PLAN SCALE, 1/4' a I'-m' COACH LIGHT METER PIELD VERIFY LAC. W P Panel MAIN -A PANEL:&1633pcn. bmkw VOLTAGE; I2D/240V-1Ph MAW: 150 Amp M.C.B FEEDER: & #1 CUTHM4 & 1. #B CII (G) in t t/2'' C. OR 3- #2.O AL TFMN & 1-#8 Cu (G) in 1 112" C. Wln Pole b De Wvtls TAc„W pna,N Watb f1r Ptle Win .2 1 20 .1. Rec kON far TUG 12(q 1 2 S w w2 2 70 "'IM nPump 1000 4 ISM.. s 0 5]Dr C.U.1 35 2 ISapse 7 0 PANEL -A PANEL: 42 ort b,aakw VOLTAGE: 120 / 240 V -lPh MAIN: 150 Amp M.L.O. FEEDER: "I Cu TFMM & i-08 Cu (G) in 1 1/2" C. OR 3. NWO AL IIWM & 1- NO Cu (G) in I I/2" C. Win P.I. Sr 0. W1t a Ckeuk Cl-& Waft Deerl.tl" W paw WIN,_ 012 1 20 Smal wlw 16M 1 2 wm Renw 50 2 R A 12 1 20 Mkrpntw I H—I OR 1800 3 4 H2 1 20 SInd APPYnw 1500 a a 4500 etrFleNx 25 2 no 012 1 M R t laoo 1 0 812 1 2a Rec cbn AFCI 1500 0 10 1200 I1t N OFI 201 112 012 1 20 SM GM Rec atv 1200 11 12 Ism OtkawMr GFi 20 1 Pit H4 1 15 F er!HMlwed 128 KV BaM RAFCI NO 13 14 MOOD Gyw Or 30 2 m0 C4 i 15 Wn Ream LAN AV. wo 15 10 #14 1 15 Kb.PAtl .MDlnln MCI 000 1l 18 1600 .Mr GFI 20 1 m2 114 1 is SD S C/O MCI 000 10 20 woo Ora Doer rOFI 20 i 112 H2 1 20 ISe0N10w Afp u 1300 Qre /Entrbr LbMR obe AFCI 20 t 012 Mae 23 24 000 O%--t SuAe AFCI 15 1 114 g 25 28 NO Csse✓v eelmom AFp 15 1 014 S w 27 28 S S w 20 30 1000 M n catprtls on 20 1 112 SM. F122DO21 31 >? S w 35 34 S c S w 35 38 S o S w 37 Is Sp.. 2 >d 'IC 'Nil (Neater 5 KVA tl �% 30 40 g 41 4 Spa" Lvativ 'Alto Gmwtl etlar oNwMbnv/One Imm 20700 Lwtlw eN to demmtlfictaraNcdNlwvlthe Demand Faeror Ca ulaBOne. ABBREVIATION&: AFp: ARC FAULT CRCUI NTERRUPTER NO: NON4:OWCIDENT LOAD GR: GROUND FAULT#MRRUPTER NNbadeu sa WM=Indta 42700 ' flnt 10000x N/00% 10000 RamvMh vwUtl1096 13M NN A/C bad 10024 LOAD CALCULATION 13 BASED ON AIC NON -COINCIDENT LOAD NN Cmnwted Lwd Wane 3]B00 Ted Am • I240wM GWlreral LI hMn & Rau tacla Load TaW AIC S M FM 1828 Owe& I>♦ 4 Rx 3 W I5 . Ft. 5464 HN1Na 1 1t 85VWLi Nat 100% 65 TNN Gvnrel U • & R. Nt sw CIQd! 11ak Toll vatt General Ue S Rw Panel A 1 91 8171 5548 \ _ l I L I I I I �'-b• 1'-b• I \ LED LIGHTING C SINGLE LAV. • BATH n 150 AMP ELECTRICAL RISER NOT TO SHALL GENERAL NOR&. A CLECTPWAL. MATERIALS AND INSTALLATIONS SMALL COI'M•LY W rM ELECIItlG1L mumbl'ONS OF Twe aQmanlz n) LOCAL COORS. AMC ALL LOCAL PAIN! COMPANY I OWWA INN W. ALL CGOUCTOM SHALL Me TYPE TN4NINIW UW2S6 I I m I I L I I I 16 I I � I I I L o ( I � I LED LIGHTING Ca? DOUBLE LAV. OINER'S BATH PROVIDE s• /0 CU. THWV . PS CU IN 2. OChOUn OR A 4AS AL, T4WW • FS CU IN 2' CAFDUIT. rCO.IDNIT TO TSI MNATE Aa011M Af"rr 1 OVIIIMANSO CO INNATIO4 SERVICE DISCONNECT SATCN AND ELECTRIC PETER IN NMTA SR INCLOOLM son INTlRSI'STa1 BONDING RR'IINAL AT LOP VOLTAGE CONNECTIONS 1 4 CU SERVICE GROUND OONEORD TO CONCPIM ENCASED POOIRR STEEL PER MACTMCAL PRDVRIOIs OF THE BIWAAl i FDITIoi rN0M1 SN' Da X S PT LONG COPPER CLAD GROUND ROD 1441N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-77445018 FAX 407-7744078 www.abdosigngroup.com AA SI: 0003326___j 111,1111 t 14 a G Lll IPROJMCT# 8Dm Ae L,OT:BOTT PARKLOT #33BLK #9 04181.000-33091 MODELo 4EBB "1828-CALL" GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH Ey. C HVAC NOTES 1. ALL MECHANICAL EQUIPMENT ALL. BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603, 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NPPA WA 2-3U 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL, BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER I = 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO MC 6111 EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS 814ALL 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. IL DRYER BOOSTER TO BE A PANTEC 4 DBF BOOSTER FAN OR EQUAL. FANTECH POP 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE= ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB 1 REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL FIN, FLOOR BRONZE FL. PL. I-,— OR WALL BRASS PLUG —� FITTING OR EXTENSION TO SOIL OR WASTE AS ///--- REQUIRED WADE 9240-K JOSAM "COO INSIDE / SERIES NICKEL BRASS TOP CAULK / P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TFAW BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO C0KC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT OR EQUAL SIMPSCN WB ROLL STRAP 4' CONCRETE SLAB %XII1//4' BHT. MPTL. SCREWSS (2) CONDENSER UNIT CONNECTION TO PAD NOTE= MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG FIN. GRADE OR PAVING SEE SPEC. I'-S'XS' CONG. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYPNT� NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. MECHANICAL PLAN SCALE- 1/4 • I'-0' ■ 1441 N. RONALD REARAN BLVD, LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngfoup.com AAM:0003325_� 6 ro c aysD:v At LoT: ABBOTT PARK LOT #33 BLK #9 PROJECTf 04181.000-33091 MODEU 4EBB "1828-CALI" GARAGE aTaNG: RIGHT PAGE: MECHANICAL PLAN %160 MPH ER, C 2 A ECAL O: 1/4"=1'-0" 11111111111T M1 2X4 TOP PLATE emit COMM BRAD yrTWM2COAT raywnn Vl' CLG. DOAI® y,R'w"l OTIU6TIaeL no MASONRY T! RT. LLO STUDS IN 5' DIA. SLEEVE, �AcAS PM NLL PARTITIONS SUPPORTING DO NOT CUT AF 4L PM VD W' DRYWALL WALL HUNG PLUMBING REBAR �""�"•'� ONALANT BL FIXTURES AND WALL PIPE � s w 1� LON WOON. D, F 32760 CABINETS SHALL BE NOT �� M'1°(' PH: 407-T74so7e LESS THAN 2x4, WHERE BOND BEAM O NOT CUT itFw�wvaroweruxa Doo,awn., FAX 407-7744078 6�Lv MLL SPACED NOT MORE SOLID GROUT THE BOND �� TwAcxaldnaro www.abdasigngroup.com SECURE BT. 2X4 WOOD W/ (U- 65 BEAM r'v TO AA8:0003325 PLATE TO SLAG STUDS •24' THAN 16' O.C. OR NOT _ .... WOW JAM F Mt �� s� or_ (2) COURSE REEIARS �* oveisaADDoon W/ 10d MASONRY LESS THAN 2x6, WHERE NAIL 32 oc SPACED NOT MORE MAX THAN 24' O.G. _ _ '�O" '"�` ra � TNAac r By an m"s .Y MPV. uTRACK MACKM v F mw T WAMM SLAB AP�'�' KO. C.-C.64 FIL FLR 2A PIPE THROUGH BOND BEAM 2 GAS LINE THRU BLACK _ 3__ GARAGE DOOR JAMBS TYP. INT. WALL ( NON— BRG. ) D1 SCALE:3/4'.I'-0' D1 SCALE:I I/2'.I'-0' `'' 21 SCALE: 3/4'.I'-0' FIISEWALASS SHINGLES OVER 030 FELT PAPER FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION 2X4 SPF 24' O.C. MAX. SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES g�aa� � e 0 $rail FIBERGLASS SHINGLES OR SYNTHETIC RWb.0 ON J' O.S.S. PER STRUCTURAL DETAILS OVER —FELT PAPER OR OVER 90 FELT PAPER PRODUCT, INSTALLED SHEATHING OR;' CDX OVER PRODUCT, OR SYNTHETIC INSTALLED PER SECTION PER SECTION R905),I PLYWOOD SECURED PER PRODUCT, INSTALLED FASTENER SCHEDULE PER SECTION RWb1I ON �' OEb. SHEATHING STIFFBACC AT ALL UPRIGHTS "ATHING OR COX ON ik Obb. SHEATHING 5/8' GYPSUM BO ole;' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER OR;' CDX PLYWOOD OR 1/2' HIGH SECURED PER SECURED PER STRENGTH GLG FASTENER SCHEDULE PRE rrP. TYP. FASTENER SCHEDULE FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE oN. . ENO WD. TRUSS O.H. 2x FASCIA PER MTL. DRIP EDGE la STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS IE ELEVATIONS SEE ENERGY CODE FORMS CONT. 2x RAT RUN SECURED PER Q PRE-' 88 TRU� INSULATION R-VALUES PRE -' VENTED 80PFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES PER ELEVATION PRE-ENG• GABLE TRUSS PRE-ENG. GABLE TRUSS 1'-0' WEEP SCREED JIwER ELEVATION WEEP SCREED 2x FASCIA PER TYP, 2x FASCIA PER ELEVATIONS O.H. .y ELEVATIONS 2x P.T. SECURED S/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED R-4.1 INSULATION STRUCTURAL DETAILS STRUCTURAL DETAILS VENTED SOFFIT VENTED SOFFIT HK�4 STRENGTH CLG. BOARD �WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT REFERENCE C ER S PORTLAND CEMENT MANUFACTURES,A LASTERBTRICTIR4L APMIED DIRECTLY TO MASONRY FERENCE Ix2 P.T. PURRING STRUCTURAL STRIPS • 24. O:C. 1/2' THICK, 2 COAT PORTLAND Ix7 P.T. FURRING S' Cm CEMENT PLASTER APPLIED GYP 1/2' THICK, 2 COAT PORTLAND DIRECTLY TO MASONRY 1/2' THICK 2 GOAT UL BD , CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. PORTLAND CEMENT cm DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE DIRECTLY TO MASONRY I 0'-m' FIN. FLR.L 0'-0' FIN. FLR 0'-0' FIN FLR,L 0'-0' FIN. FLR a , . e• GMu a b a W/ WINDOW OPENING TYP. WALL SECTION ,a W/ WINDOW OPENING TYP. WALL SECTION B B NO OPENING NOTE: NO OPENING PER SECTION W5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A I UDDIV. de LOT ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODEL: 4EBB "1828-CALI" GARAGE NTaNG: RIGHT PAGE: DETAILS 160 MPH UP. C ��l—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM r5�1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-o' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.I'-0' OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4"S TYPE IV, OR ASTM D n 2 6151 DATE: 06/09/20 SCA=. 1/4"=1'-0" 8iiEET D1 112m 2Xa P.T. • C04TM OF DOOR HEADER 6EC14RD UV (1) V2' X V J"DOLT YQ V 4' MN 'OEDI' Rr UV 2' x 2' x VV W48HER 4 t4JT OR aV (2) V2' X V AW.. IM DOLT6 W) 4' MN EMDEDTETIT W) 2' X 2' X Va' 1114"Ilt 4 N)T-7 ` NCU4E 2x4 0 ® RAT TO ILK V) MAGOKW MAIL& ®I W (a) 1/1' X V J-DOLT OR ANCWOR 80LT8. 4V 4' MN V1011IDNENT, W) 2' X 2' X 116' WAOMM 4 NUT. (1)WTHN a' CP TOP, (I) UTHN V OF THE Din IISI la Imf NOTE& ALL ANCHIOIRS SHALL DE N ACCORDANCE TO MAMPACTUN111" NMTALLATION 110TRICTION6 WERE SUCH NST164TICNS AM, 6TRNGENT GARAGE DOOR 1 BUCK ATTACHMENT eaAu, a•.r-i 2X4v SECURE TO BLOCK W/ 34' TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 014) e' cm V DRYWALL WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 1W O.C. MAX SPACING. i'X4' OR I'X2' P.T. NAILER MUST BE ON OUTSIDE 4 2X6® SECURED THROUGH Ix4 P.T. OR %'X4' MIN. SECURE TO BLOCK W/2-%' NON-STRUCTURAL ' SECURE TI•M FRAME 4 ❑ TAPCONS TAPCON MIN. 1-Y4 EXTEND I Y4 INTO BLOCK (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK W/ V,- TAPCONIS MIN. HEAD SIZE .300 , cm (MIN. SHANK 812E J45 MIN. EMBEDMENT 149 • DRYWALL MIN. HEAD SIZE 300 MIN. EMBEDMENT 1414 WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER WITHIN 8'OF EACH END 4 2X8:®18' O.C. MAX SPACING OAS. X 4' MIN. SECURE TO BLOCK W/2:4, DOOR CASING TAPCONS7(4' (MIN. SHANK SIZE .145 DOOR CASING JAMB OR WINDOW MIN. HEAD SIZE 300DOOR DOOR JAMB OR WINDOW 1"1H EMBEDMENT I YENATTACH ATTACH TO 2X PER TO 2X PER WITHIN 8' OF EACH ENDMANUFACTURES DETAILS. MANUFACTURES DETAILS. B' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB NOTE: SHIM NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) l D0 NOT EXCC EED Y4) DOOR JAMB TO BLACK +3/4 OR +6/4 DOOR JAMB TO BLOCK +1-IS/1,�" A WERDOB TO BLOCK +3 4 OR +5 4 C 11BIDOR TO BLACK +1-15/18 SCALE+ N.T.S. ALE, KT . 2X4:m SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I X-) WITHIN 8' OF EACH END • 18' O.C. MAX SPACING. 2X6:m SECURE TO BL W/2-W,' TAPCONB(MIR ebAW, SIZE 145 MIN. HEAD SIZED�bO 8' OF EACH END 4 18' OG. MAX SPACING. SECURE TO BLOCK W/2-�J(r' IY4) TT MIN. EMBEDMENT 1 Y4 ) 8• y)❑ IX 2X8,m ' TAF'CONS (MIN. SHANK SIZE .145 MIN. HEAP SIZE 300 D WITHIN 8' OF EACH END 4 WITHIN . 2X4=m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A) WITHIN V OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. CMtI WITHIN 8' OF EACH END 4 }�• DRYWALL 18' O.C. MAX SPACING I'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-i4' OOR CASING TAPCONS (MIN. SHANK SIZE .I45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN IS' OF EACH END 4 MANUFACTURES DETAILS. IB' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 D 1DND01/ TO BLACK +2 1 4} +' E. N.T . 2X4= SECURE TO BLOCK W/ V TAPOONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X O.C. MAX SPACING MUST BE ON OUTSIDE 4 2X18'bom SECURED THROUGH SEGOSECUR BLOCK W/2-V. NON-STRUCTURAL MIN. 1Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE "0 cm MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8. OF EACH END 4 18' Or -MAX SPACING. ❑ X4' OR i'X2' P.T. NAILER 2X84mo SECURE TO BLOCK W/2-%- TAPCONS DOOR CASING (MN. 814AW SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER m' 04. MAX SPACING MANUFACTURES DETAILS. I1014MINI Mlamp 10 F%" J (m—mcm#•) DOOR JAMB TO BLACK +3" E SCALE: RTA. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN V OF EACH END • NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X64s SECURED THROUGH SECURE TO BLOCK W)2-T)6' NON-STRUCTURAL W6' TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4 J45 EMBEDMENT INTO BLOCK MIN HEAD 61ZE 300 MIN. EMBEDMENT 149 8. CM l WITHIN V OF EACH END 4 Jr)• DRYWALL 18' OG. MAX SPACING. 2X&m I•X4. OR I'X2' P.T. NAILER SECURE TO BLOCK W/SIZE' 2X SECURE TO TAPONB( CMIN. SHANK SIZE STRUCTURAL MEMBER J41b W92A2d WITHIN W OF EACH MIN. HEAD SIZE 300 END 4 6' TO V O.G MAX MIN. EMBEDMENT 1 Y4) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IW O.C. MAX SPACING '-ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAM15 (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F +" ALE= N.T.S. 2X4= SECURE TO BLOCK WN4' TAPCOWMIR SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST DE ON OUTSIDE 4 IV OjC. MAX SPACING. SECURED THROUGH 2X6= NON-STRUCTURAL Ilb' SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-)Y TAPC40WMK SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y49 DRYWALL WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 'X4' OR 1'k2' P.T. NAILER 2X8>m SECURE TO BLOCK WA-1/4' )6' OAB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB WIN NDOW DOW WITHIN V OF EACH END 4 ATTACH TO 2X PER 18' O:C. MAX SPACING. MANUFACTURES DETAILS. 11014 MN M N®4D r0!{IP� JMO fDO FIDT UICaC #'! DOOR JAMB TO BLACK +3-7/16" MDJDOIf TO BLACK +3-7 16" C' SCALE: N.T.S. 2X41m SECURE TO BLOCK IWY4 TAFCONS (MIN. SHANK SIZE .145 MIN. HEAD 61ZE 300 MIN. EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 1 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING 2X6m SECURED THROUGH NON-STRUCTURAL VSECURE TO BLOCK UUI-I/4' TAPCON MIN. 1-Y4 TAF'CONB (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8• CMU WITHIN 8' OF EACH END 4 )j' DRYWALL 10' OL. MAX SPACING. VX4' OR VXV P.T. NAILER 2X8s� SECURE TO BLOCK WAX114''P.T. X 4' MIN. TAPCONSOOR CASING(MN. SHANKSIZE .I45 MIN.HEAD SIZE 300Y4)MIN. EMBEDMENT IOOR JAMBOR WINDOW WITHIN 8' OF EACH ENDTTACH TO 2X PER 18' OZ. MAX SPACING.ANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3 3/4" A TO BLOCK + 4" H SCALE= N.TA. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdealgngroup.com L AA a: 0003325 u 6fill SUDDIV. Uk i.OT: ABBOTT PARK LOT #33 BLK #9 [PROJECT�r 04181.000-33091 MODEIA 4EBB "1828—CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C 12 SCALE: 1/4-=1'-0" SHEET D2 PRROR'1ED CONTROL JOINT FLAMM OF CONTROL JOKM Td BE W IW TIED TO LATH • 6' = MAX (VERTJ. bg= DO NOT FASTEN CONTROL JOINT TO WALL EVEN P STUD EXIOT6 BEYOND EXCEPT STAPLES W G!•LEG 6G1 CONTR IJOI �TO TQ1P. DURING INSTALLATION —� FASTBE TO BE 6Pa011107 • 1' O.C. MAX VERTICALLY / PLA6TER9 COAT CEMENT \/ WIC LAYER 4, PORTIRBER BUILDING PAPER APPROVED METAL LATH FASTENED AM (VERTJ Or- MAX AT SUIPORTS URD LAYER R. STUCCO )RAP WOW 6FEATHING \ LATH SHALL NOT -To BE C 24TMJOJS A. To •' n v fo •• TFiplous I QNNTROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDE. PER A6TM CIWI PROVIDE 2X4 BLOCKIM TJOA4 PLACED PLAT MAX. W TO S• \ FROM CONTROL JOINT www CONTROL JOINT FALLS ON N \ L PA6TE EM FOR LATH TO BE NAILS 0 i / STRUCTURAL STUD 6TAPLE6 N COVVLIANCE W) A61M CMI r 2. 11111101 TIES TO BE (NO. 10) 00416' WRE I. BLOCKING SHOIIN MAY BE N ADDIT1py \ TO WALL 6TUD6 REQUIRED PER FLAN / � ll It's, NO OL 110LD Yellyp P PL A ®ROOD OL P01.D INYA10 e R.♦ L CMAM a Pt. a • CMAN A Pr. C ow RXH, OMMAP V. W&C V)' ON" 11141161 Y PAWMM 4' OO. MAX OL FOLD MaIHlO . PL A L ol.N/ P Pr. S P17LD •w ® LP71.D Ii14111D•-A 2. GMAM • F.T. f! !. cmeow A PM. c wPmDPt. covmFr. 6 TILL. Fr. C TGGN 6Orram ILAMM QD *=00ff—?.w Twwr 14L. POLO. Dn amov. NOTE, APPROVED MUILDNb uRAP SHALL BE LAPPED A MN91JM OF 6' • VERTICAL LAP6 (ROLL ENDS) a W • HORIZONTAL LAPS. ALL SEAY96 NEED TO BE TAPED WITH PORTIN 6REATHMG TAPE L.IP.IfTAl LATH \\ LATH VERTICAL LAP TO BE P IT METAL LATH I UM LAYER M. OTUCCO YRAP 41MM Ly14 / YRD LAYER 7. FORTPBER \ BUILDING PAPER I 1 2 '*'EAEER LAP acALe l v2'.P•o ® KIC KO UT DETAIL : URW-01RY'E PLY) "Me OP 1 aom low aI�M FLANK EA7appLI•OoY) �pftomcm I � I ter WALL PLA6En t(IDLAur FLAN" (m GRAM) �L a4L -THE TtlIR IfAL (e.0 OR soumm MtlPa.aT1oN. NOTE, SIDE LAPS OF METAL PLASTER BA6E6 SHALL BE SECURED TO PRAMNG MEMBERS, TFEY SHALL BE TIED BETWEEN 61TPORT6 WTH DAI4A•N (121-MM) WRE AT NTERVAL6 NOT MOTE THAN 6' (2"-MMA A6 PER ASTM CW&A IAL FOR REPAIR OF TEARS IN URB LAYERS, TEARS MAY BE PATCFED WFIOUOE URAP TAPE PER MAMr. SRC. OR PEEL A STICK 6MAT14M STUCCO 4'R4' 6ELF-ADFI6RNG MEMBRANE FLASHING (COMPATIBLE IW MIOU6E 6 ~ MATERIAL) OVER 4. APPROVED HOME R A&4M TO HX7RND ONTO PIPE r OR LdS6 IMPS 6'P6' SBP-APHERM MOMS ANI PENETRATION FLASHINS (COMPATIBLE UV HOM :. WRAP MATERIAL) OVER 4'u4' PLA614MG OVER APPROVED 410USE wenP. NOU NMG TO byTCJO ONTO PIPE CUT MID OVER -AP CFO 61DE OF OW-ADFERING MEreRANe FLAGNNG CUT AND OVERLdP ONE SIDE OF CUT AND OVERT ONDE OD MIA "�-W---t r THICK, !COAT CEMENT R.ASLIM LATER M. PLASTER S TU TlCCO METAL LATu1aAP H UAC LAYER 4. FORTIRBER URB LAYER 4, fORTFIIMIR DALONG PARR BUILDING PAPER METAL LATH WPM LATER 9, 6TJCC0 DRAT" VFW SELF-ADHBlMG MEMBRANE R.A6HN3 OVER 4'R4' SELF -ADHERING MEMBRANE INSTALL FASTS ERa (CLUM. PLA6HNG OVER APPROVED NOW M8A714NG STRAPS, 6TAPLEW A6 NOu6E WRM. RmIRED TO SEGIIIE PLA6N61G 70 E]PeTlAJD ONTO PIPE IMPS) ORE TO PRAMNG 4514' SELF-ADFPLRt1G M'@'IDIlME PLASHING OVER APPROVED House WRAP. R.AN(Ml1 TO ExrEND ONTO PIPE \ -{ %' CONT. BEAD OF SEALANT MaTALL APPROVED MOU81 RAP AIR . LATH • PAPCR WOOD SHEATHING OR CMU WREs LAYER "I, STUCCO WRAP (FRAME ONLY) f' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP ROOF/ 4 WRB t TAPE OVER 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. COATMG OVER STUC4=/ E T P WALL SECTION) SECTION PER SECTION RMV Faletb(IIIIAtn W owdo 6p ExtePlor uae of pottlana cement plaster sneN W" WWI ft spp"llon mqultantents of ASTM C 92612A. Installation of exteAor WWII and framlrp sheA y vAth ASTM C 106312A. LEGEND DRAINAGE PLANE (UJRB LAYER "1, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER------- - - PUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-7744078 FAX 407-774407E www.abdesigngroup.com L AA •: 000332E J t M �O kik0 6 ABBOTT PARK [ MGM & Losl LOT #33 BLK #9 PROJECT# 04181.000-33091 MODEU 4EBB "1828-CALI" OARAOE STrING: RIGHT PAGE: WALL ASSEMBLY DETAILS v.160 MPH UP. C ■ - BACKER ROD BACKER ROD INSTALL b' SELF-ADHERMG MEMBRANE FLASHMG OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST.. SEA ENCE OF FLASHING TO DE: L 60TTa'I, 2. SIDES, 3. TOP VENT CAP 16 TO DE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINT& AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDESA CAULKING • JOINT ALL AROUND PER SECTION R703.7 Exterior Ie0I0 end pleetxlrr0 Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WPM LAYER 9,' STUCCO WRAP �Jt: HOODED VENT THICG, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 62 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-84-1-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT F-MI,ANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP 1 SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL b' SELF ADHESIVE - FLASHING INSTALL PER MANY. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION VENT PENETRATION I I STU LAYER01, P SCALE, NT.B. STUCCO WRAP STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ( '—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING APPROVED NOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z BEA( OVER 60 MIN GRADE '0' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER 4, FORTIFIBER BUILDING PAPER METAL LATH RASTEN TO WOOD 6T101CTURAL MENDER • 1' OL. MAX VEEP IE L 6' WIDE STRIP WAP ADHESIVE FLASHING, CLEAN MASONRY OEPORZ APPLYING - --- _-- R I6H • MA60KW HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER al, STUCCO WRAP CUT 'X' INTO SELF -ADHERING f 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEP #1 STEP *2 LAYER 01, STUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED NOUSEWRAP STEP *3 ® MEMBRANE FLASHING `WAD LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 05 STEP 1*6 OELECTRICAL RECEPTACLE 01 1441 N. RONALD REAGAN BLVD LONGWO0D,FL32750 PH: 407-7746078 FAX 407-7744078 www.abdoeigngroup.com AA M. 0003325 JOIN BUDDIV de LOT: ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODELA 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — �� TlalcTloN WOOD GWFATWMG oUVAAI THM MUMMA we a �NaTIva / \ LLa R.A WW.�� f � \ ; TER WeIeTWE &TARTER aTmF. / \� �\ 4 WEATHER R EGNITIVE BAPon 6'GELF-ADWENNO GALVD METAL 4ALV10 METAL •r PLAS64M6 'Z' R,AGWM6 IUI�DD� ME9' ER CA&M / TRM lrLlLA \�*.17W ARMOVED!EA ANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 V r o SUBDIV as LOT. ABBOTT PARK LOT #33 BLK #9 PROJECT/p 04181.000-3309 MODEL: 4EBB "1828-CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 1 1 I I I 1 1 I —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE III II —1/8' TEXTURED I I FINISH a WOOD I II 1/2' TEXTURED I FINISH a CMU / II —METAL FASCIA II WRAP Ys' FROM I STUCCO, I' FROM II WOOD WALL I 1/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FNISH • ChM( METAL LATH METAL FASCIA WRAP UJSHEATHING } R ;t WRB LAYER •I, STUCCO WRAP(FIRAME ONLY) WQB LAYER Q, FORTIFIBER BUILDMG PAPER (FRAME ONLY) 2X6 SUB BAND ROVING CEMENT DRIP EDGE FLAN B © METAL KICK OUT I \\\ b —EXTERIOR WALL I (FRAME OR CMU) II NOTE; NOTCH FOR 2Xfo II SUB BAND ONLY \ I \ I \ ®ELEVATION L ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) i— 11/8' TEXTURED FINISH a / WOOD, 1/2' TEXTURED FINISH a CMU �/2x& SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -SAND WAYx4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL® WALL SUB BAND DETAIL 0 WALL W/KICK-OUT FRAME OR CMU 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 WA Yx4' NOTCH a END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY �ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32150 PH: 407-774807E FAX: 407-774.407E www.abdoWgngroup.com AA N: 0003325 a %3 �-Tldd III F'summ de i oT ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODZU 4EBB "1828-CALI" GARAGE 8WI NG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB—BAVD 160 MPH L tOl DATE: 06 /20 8*[Z= WA6 39'-8" 28,-8" '-4" 9'-8" 9'-8" 15'-10" 3'4" 36'-2" X-6" '4 SLAB — — FM-12X12 — I — — — 1 — — — — FM-12X18— I S' 4" CONC. w SLAB r ILL J 6- + 3 1/2 1 -0• LF-24X24 r r' l 10'-0" 10 / r 1 FM-12X18 END 1 1.1 SLAB 1 1/2" 4" PVC CHASE��II �r I / '�r r� r, /r I 4_ TOPO F SLAB r I . r, r /j LL i/ r 'r m �f IIj 1 N `7' 1 LL �� I �r I r, 'r 1/r 1 6/ 1.1 0 — — — — TE1 _ _ _ _ - I N I ,I 1 I-51/2 17,-8" 5 3'-0" ' I I IEXTEND I 1 CONC. ? r1 SLAB 1 1/2" 2 1.1 14 � FM-12X18 SLAB 0, al r. 1.031/2 1 u----A op LLI 3'4 `gt 1u I 2 -71/2 1.1 L 1. FM-12X18 _ J 0 FMC-12X18 v FM-12X18 FMG12X18 4 4 1. 1.1 10'-2" X-10" 2'-8" 16'-0" 7-8" 21'4" 14'-0" 4'4" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" Mu FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NGVD. 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. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED #5 BAR, GINDICATES #6 BAR,ENDICATES #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: F'm = 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, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1..1.4 OVER GENERAL 3 1/7 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS SARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE- 8" 1 - s (+ -0" FM-12xl2 12" CONTINUOUS 12" 's + FM-12xl8 12" CONTINUOUS 16, (2)#6s (+)U ' FM-16xl8 16" CONTINUOUS 1S" - s + "-0" FMC-1718 12" CONTINUOUS 1 ' ---TIT s #5 IN CURB VARIES 24" s a 00"4" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com L AA #: 0003326 c M O avnalV. ae "T" ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MOaEIe 4EBB "1828-CALI" OARAOE aVRP70: RIGHT PAGE: FOUNDATION PLAN 160 MPH aCA=: 1/4"=1'— 0" a S1 30" MIN. EACH WAY MONOLITHIC FOOTING a }} I, a i STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED — ° ��•� CELL SEE PLAN FOR SIZE AND < y CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ° p SPACING REQUIREMENTS •- GARAGE DOOR w V w �a 7� °•, ��- RECESS U v a K < ° FM g 0: rai7 i 8" CMU WALL O y 8" CMU WALL , . r CORNER BARS, SAME SIZE AS BAR I w W B" i7 i IN FOUNDATION WITH 30• LEG EACH •I w U l +-0'-0"d ,J1 WAY AT ALL CHANGES IN DIRECTIONS ") �/n TOP Of SLAB TOP OF SLAB (... SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR • 1 a EXi, PORCHSLAB SEE SLAB SCHEDULE IZE 48 BAR DIA. 4 CHAMFER (1STORY) ARIES SEE SLAB SCHEDULE TOP OF GARAGE I•L� I2 LL ' °. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET �;p+ AT ELEV: W/1l2"ISOLATION • 8" CHAMFER (2STORY) ,8' EXT. PORCH SLAB 4" CHAMFER (i-STORY) 0'-0" , JOINT (WHERE. Y4^ Wl 112" ISLATION 6" CHAMFER (2STORY) APPLcABLE) SEE SCHEDULE 1#6 JOINT (WHEREi APPLICABLE) i EE SCHEDULE30" a WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS 0e. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:3a"=,-0 2 scALE:34"=r-0" @ GARAGE �1 CORNER BARS DETAIL DOOR OPENING 4 SCALE: 3l4"=V-0" SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" --may AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT 71 NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W1 SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED S to NEW REINF. BAR CURE BT. PLATE TO BLAB W/ No 2 STUDS SEE PLANS FOIr/E PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0- SECURED W/ 2- PART SPACING. SINGLE BTM. PLA "x8" WEDGE ANCHOR W! 2" BTM. PLATE TO BE PT. WIFLANGE BASE d EPDXY. MIN. EMBED TO PT. PROVIDE DBL. T SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO � ¢ 8", UNO 4 PLATEASHER PLATE OXY 5-t12" EMBED. MIN. !pZ 16" OC SLAB W/tOd MASONRY t/c o Q 0 FOLLOW ALL MANF, SIMPSON SPH4 OR SPH6MAX.ADDITIONAL NAIL 16" STAGGERED. = 0' SPECIFICATIONS FOR 0) I BTM AND TOP PLATE METAL = 1 USEAND ANCHORS W/ 10d x 1 112" CONNECTORS NOT SECURE FLANGE TO SLAB W/(4) 114" X 2 1/4" F- PREPARATION OF O HOLE. COMMON NAILS FILL ALLIn REQUIRED WHEN NO tq UPLIFT IS PRESENT. TAPCONS w HOLES, DO NOT USE 10d w x 3"SEE SLAB SCHEDULE w SEE SLAB SCHEDULE a F' TOP OF BLAB , TOP OF SLAB 4" CHAMFER (iSTORY) +; • 6" CHAMFER (2-STORY) a.�_ _-. +�� .T,Ta EQ. EQ. SEE SCHEDULE EQ. EQ. SEE SCHEDULE FOR WxD, BAR SIZE FOR WXD, BAR SIZE BOLLARD 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY scALE:3/4"=r-0• MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:3l4"=1'-0 SCALE:3/4"=V-(r (W/ UPLIFT) 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 i 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING i WALL WI SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE as 0 BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" 0/C STAGGERED. U ADDITIONAL METAL m V i CONNECTORS NOT CL REQUIRED WHEN Q 8" CMU WALL T. UPLIFT IS PRESENT. M ? +- 0'-0" POURED LINTEL CONT. (TYP.) :+ 8" CMU FILLED CELL (TYP.) TOP OF SLAB.0'' SEE SLAB SCHEDULE �,^'''''�''� .I / - - 2X WALL FRAMING ! SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" +- O.p• i i - ♦ MINIMUM EMBEDMENT INTO TOP OF SLAB . n < "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND ° • CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX + � POURED MONOLITHICALLY WITH °� * • - - 2- FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE -s FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD �� BLOCK WALL CONNECTION (NO UPLIFT) 10 SCALE: 3/4"=1'-0" 1 1 SCALE: 3/4'=V-a' 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwAbdosigngroup.com L AA B: 0003325 6 O 3 aUBDZV. S. LOT ABBOTT PARK LOT #33 BLK #9 PROJMCT# 04181.000-33091 MODELe 4EBB "1828-CALM" OARA011 OWWO: RIGHT PACE: DETAILS 160 MPH EXP. C IF TIE VERTICAL REBAR TO HORIZONTAL REBAR WI10" HOOK GROUTED BOND BEAM VARIES PER ELEV. e a' 1441 N. RONALD REAGAN BLVD Z LONOWOOD, FL 327"0 .d i • PH:407-774807E FAX: 407-774 '7B www.abdesigngmup.00m (• : •Q #5 BARS AA #: 0003325 ■ m5 8" a• O CLEAN OUT REQUIRED C FOR INSPECTION m O 0'-0" FIN, FLR. TIE ERTICAL REBAR • a TO HORIZONTAL El REBAR WI IO"HOOK loll BAR SIZE 48 BAR OIA. *--* Z X #3 le, LU > if4 24" CMU UNIT DIMENSIONS O Iffi3a O � ARE NOMINAL SIZES 42" MASONRY SYMBOLS HORIZONTAUVERTICAL 3 SCALE:3/4"=P-0" vi �1 REINFORCING 0 SCALE: 34'=V-0" Z � STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND a SPACING REQUIREMENTS mW U m0 Z 8" CMU WALL It TOP OF SLAB - n TOP OF SLAB w SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. > EXT. PORCH SLAB • 4" CHAMFER (i-STORY) 7B" W/ t/2"ISOLATION 6" CHAMFER (2-STORY) JOINT (WHERE • #4 24" a °a APPLICABLE) Z MATCH STEEL #5 30" g 6" PVC CHASE REINFORCEMENT PER SCHEDULE #8 35 6" PVC CHASE THRU FOOTING aumly as LOT: ABBOTT PARK LOT #33 BLK #9 PRO"=Tdi 04181.000-33091 MODEIa 4EBB "1828-CAU" GARAGE 9VnNG: RIGHT PAGE: DETAILS 160 MPH EXP. C THRU FOOTING #7 a2" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"-- 1 a Dftftrr ATE /09/20 SCALE: 1/4"=V-0" skmET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1 Od x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 W/ 1Od x 1 I 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 PBS36, .177" ' x 2 71W LONG, WITH WASHER @j 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. t t. 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. BEAM SCHEDULE MZaUM INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL I T.O.A. -TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DE5CRIPTK)N ro (PSI) SIZE W'xH, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 0-B.oMew SAFE LOAD - POUNDS PER LINEAR FOOT r' SAFE LOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH wa W&W ers/s rim r,s•w mead eNe4e ermm ewula ePwae e4ot.w ePwm ew3e4a etmas wss•,e TYPE LENGTH SUS BF8 RChR1 TYPE LENGTH era•1r awrR—m er,sn eF,e•,r r+em ewo-+7 raw a24.rt eruct rm+r rsenr rotr wan Sd (42) PRECAST 7231 3m i7w Na eem ew 3ew +m, T-V (4:n PRECAST 1028 1024 IM 7-0' (42') PRECAST tm am 4w era Nw 7m1 sow 4m NIS Teo m4 ,ow „m im 8w 4w 62a Nw 7a0t 4'4' (4!') PRECAST 1BB8 aen 2ret ww 4m ow 7w Nm 4'-0' (48"i PRECAST 788 789 1809 M4Y (4P) PRECAST ,m ww ww 4m em eon. ewe 4m Nw 7a7 em low t1m tm am ww 4m aw eon 4'4' 64PRECAST (' 18M ,m Nt0 9w >ta 4Ne ewo 2 ew 4'4' �' PRECAST � Q01 ,0T9 1'd (64' PRECAST tw7 Yf07 a76 4m 4771 ate Nw 43n Nte ne7 am 11m nm 2W ewe 4m 4711 ale Bit• 14w9 PRECAST 1217 7mf4w few e1116 312E wa 4eK 6•4• (S4•) PRECAST 411 4,1 748 Bi' ro49 PRECAST tmaw 3m me ew, 4m ,m 20e0 me 7w , 1Ne are am 3m wN 4m B-,0• (70") PRECAST f082 1ta tin tw 2s0. sm W 3470 5-10' (70� PRECAST 9W 98S S16 6•,C (10") PRECAST m wee 3W am 4ta ,4N 2m 4ew 77N em m ,ew m wa ewr 3W 4ta S4• (n9 PRECAST B06 law 2177 34M wN Nm 4m ew 6'4• (7B•) PRECAST 807 721 490 S4• (T4"1 PRECAST m 1 32N 3"2.1 law 2177 3W RIM am tmlyn em m 14m 1m aw 27w mt 3N2 T4' 8f09 PRECAST 748 1N1 77w >m 7m >r 3w, Sew T4 (e0) PRECAST 424 684 3B9 T4 (YP) PRECAST 7A w27 me m 17a! am Sea mt ew7 em 7a ta4 I we4 I Zm I Sae I mu un 9'41'11 PRECAST ( e6t m Na 1m ae4 MI wte as (1t� PRECAST 828 8,2 230 VW (i12� PRECAST am70e 11 IM 1N NOT. 2m M1m 1m 2w MI m w m wte "a 1m I 2w am t0'4" (128) PRECAST 475 m m 1267 2008 San 2148 2106 0'4• 1(12" PRECAST 254 401 180 lW4r (12n PRECAST on ere m 1 $481 1710. 1 an 1m ,m 2w3 Sn, 4754 m m f1w W2 tm wa wa trx , ( 78•) PRECAST 302 m m tm 1m Na 312/ 4ow ,rJ• (tse') PRECAST 280 4B2 iB4 11'.r (13� PRECAST4a 474 a4 ew /al ,N 17a m m ,m ,ew m Na 40a wr 14142t, 1312 1m tmt4 2w 12'4• (I"') PRECAST 887 m m ,w ,w Na wm aw 12'4• (1"') PRECAST 244 402 137 IZ4' (144') PRECAST 470 4w 726 m , , im m en tw tm Na sew MR 470 m NO 1302 lon (180� PRECAST 29B 471 m nreEWR tm nu 19'-N (187 PRECAST 217 92t NO ,S'M (,8D') PRECAST 416 m m m m t 1m134' 4n 7a wn ,m me 4w 400 7w Hw w i424 (188� PRECAST 279 7a /mMY 2tv U'4T (1W) PRECAST 208 203 100 14'4T (188) PRECASTao w m no 794 m t 2w14'-0" 442 7w tow tom f1A m 7ntm tarM 14.4' (1'/8� PRESTRE88ED N.R. IN M4 11R 1" (1'M') PREST D NR 284 91 14'$ (178ry PRESTRESSED M m w m m m m m m t m 1181 116'-4• m 7n I= 2m =7 I (184') PRESI NR IV-C (184') PRESTIVA9® NR 299 83 1B4• (1W PRE 4a m m 74e Nf tmAl 412 770 ,7a>m ?mm ,Ti• (20B') PRE87RE88ED N.R NR NR 1R iw 1T�' i208") PREBTREBaED N.R. 1B4 81 1T4• QOB') PRE im ,w m m 4aa1 m 740 W m 10101. M 1211 N3 ,4n ew m m 7m tm iVi• (2327 PRESTRESSED N.R. IR M m wt let M lel 19'1' Mn PRESTRESSED NR 14B 62 19'4• Mn P to m m 4n 647 M 747 2w 4w m /m 77w IN 74a m w m w7 m m xt m + m tar m 21'4' (�") PRESTRESSED N.R M let IN NR /M M 214' PRE NR 128 42 214. 0�9 PRE to >a 3n m 721 m 1m tw 340 m 1m tm 2T-7 (W') PREBTREN D NR M 1R 7w ill I-1 "" M 22'4" PC) PRESR�BED N.A. „8 40 22'4• (264') PRESTRESSEp 737 13/ 7m m aw m en e13 m m m m mfee m 3,6 m 7m 1m ( PRE81R�8ED eL0. 1A N4 m IR Iwtw �� Mn PRE811>!):88� NR 97 98 24'47' (288') PRESTRESSM 17B 2w 3a 4w m244T ,, aid w 4a m 7m m tw as 4w tm ,Pa (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUE TAKEN FROM "SAFE LOAD TABLES' BY CASTCRETE ANY 20,8 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE • ALL PRECAST PRODUCTS ARE TO IS INSTALLED PER BNNUFACTLIRE8 SPECIFICATIONS . PROVIDE MNNAUM 4.OF BEARING PAST EACH SIDE OF IMINDW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 LIFT BEAM PLAN SCALE: 1/4" = V-0" — — — — — — — — ,s 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 gg I L aysDIN. As LOT: ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODEL: 4EBB "1828-CALL" GARAGE BMNO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 160 MPH EXP. C aCALE: 1/4"=1'-0" MEET s2 NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM cO 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. E\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (1-2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 \,VF' TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 8"X16" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH OJT / COURSE OF BOND REINFORCING FOR HE BLINTELAM IS OMITTED AND A BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM TOP OF THE LINTEL. 1, 8" 1. , 1441 N. RONALD REAGAN BLVD A \a^•6� 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. fi —�f' VERTICAL REBAR WI 10" HOOK g t�0 LONGWOOD, FL 32760 P,0 ' F� 8x16 DBL. BOND TOP F PH: 407.774.8078 7' R� BEAM W/ (1) #5 BAR BOND BEAM FAX: 407-7744078 EACH COURSE www.abdeslgngroup.com 8x8 BOND BEAM T iP OF AA #; 000332g • �p�G� W/ (1) #5 BAR \ BOND BEAM LLED / ROUTS I .\\a0U = UNFILLED G GROUT SOLID FROM T PNOMINAL t330"TYPICAL BAR INBEAM LINTEL TO TOP OF BONDOF BEAM COURSE WIDTH # OF #5'S,IN 2ND BOND BEAM, IF FILLED LINTEL.#5 �/c OPENING SEE NOTE 5 CORNER 6-1 T/1 NOMINAL—�� Q� HEIGHT # OF #5'S, TR ITSTHIS ENGINEER'S INTENT BOND BEAM COURSE 8x8 PRE -CAST CONCRETE LINTEL W/(1)tf58AR (L2) LENGTH OF BAR = WIDTH OF OORENING-T MASONRY n BEAM DESIGNATION REINFORCING OF BOND BEAM SCALE: 314"=i'-0" THAT XRIX- IT/ iMN8 INDICATES A DOUBLE BOND BEAM ANDXFXX- iT/OM/OB INDICATES A SINGLE BOND BEAM IT IS THIS ENGINEER'S INTENT AND XUXX- 1TI1M/08INDICATES ADOUBLE BONG BEAM ABOVE UNFILLED LINTEL #OF#5'S, BOTTOM PLACED IN LINTEL SX8 PRE -CAST CONCRETE LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS T P OF OPENING AND XUXX-1T/0W0S INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK E145 MIN 0 WINDOW SIZOOMNEMBEDMENT1 1/4-) 8" FROM EACH END AND 18" D.C. MAX. MIN 1-1/4" EMBEDMENT Mgt. LALA g of / 6 O 5 I 2x6 (MIN 2 X 3) 2-3/16 TAPCON . 31 {4" PRE -CAST _a OR DRIVE PIN (MIN SHANK WINDOW SIZE, 145 MIN HEAD SIZE .300 SILL MIN EMBEDMENT 1 114'1 B' e SLOPE FROM EACH END AND 18" O.C. MAX. MIN 1-114" ^ EMBEDMENT 2x8 (MIN2X3)2-3N6 7SHEATHING TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD !;IE SIZE.300 MIN EMBEDMENT 1 KING 1/4") 8" FROM EACH END AND G W/ 18" O.C. MAX. MIN i-1/4" . END EMBEDMENT TYPICAL MASONRY WINDOW CMU WALL SILL CONSTRUCTION 4 SCALE:11/2"=1'-0" ARCHWAY FRAMING DETAILS r = SINGLE #5 CORNER BAR, 30x3O TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BONG. BEAM sUDDIV e# LioT: ABBOTT PARK LOT #33 BLK #9 PROJECT* 04181,000-33091 MODEU 4EBB "1828—CAL!" GARAGE OWWO: RIGHT PAGE: DETAILS 160 MPH EXP.or- C aracfn S A PROVIDE #5 BAR O STEEL REINF. OF AT EACH SIDE ^ BOND. BEAM OF ELEVATION I L CHANGE J CHANGEIN ELEVATION OF BOND BEAM A GATE: os/oa/zo sCA=: 1/4"=V-0" WMET S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETAL20 W/ (14)1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 W/ 1Od x 1 10 HOG 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, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR, UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 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. IYd RI lH:KIN(] RPTWPPM TRI ICCFC 9d" A P TnP FRAMING PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdoslgngroup.com AA #: 0003325 04 k04n sVHDIv Ae LOT. ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODZI. 4EBB "1828-CALI11 GARAGE BNINO: RIGHT PACE: FRAMING PLAN 160 MPH EXP. C aCALE: 1/4"=1'-O" 91-min s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE � 24" OIC, SUBMIT SHOP "ROOF/WALUFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH # 1100 UPLIFT SIMPSON (9)1 Od x 1 � NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFNVALLIFLOOR (1) SIMPSON HETA16 HTSM20 WI1010d TO B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", TRUSS AND (4)114" x 2 114" SHEATHING x 1 NAILS TO TRUSS x 1 MAY ADDED NAILS TO 6", B" x 4'-0NAILS. TITEN 2 ANCHORS TO FASTENER SCHEDULE" DB STRAP, DBL STRAP, 1 EACH SIDE WRAPS UP AND , R GIRDER. PROVIDE 5" W/ tOtl NAILS, 2 ROWS, 3" GIRDER, O CONT POURED LINTEL LINTEL OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE ,G(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" 4", EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO # 1000 UPLIFT (2) SIMPSON x (16) 10d z 3 }" NAILS TO GIRDER AND 6", 8" x V-0" MAY BE ADDED CONJUNCTION WITH ACCOMMODATE GIRDER HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS WI 10d NAILS, 2 ROWS, 3" HEAW UPLIFT TIEDOWN REQUIREMENTS. OPPOSITE FACES OF WITH (12) 16d x 3 } NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR BLOCK WALL WI10 10d TO ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 2 114" ANCHORSCONTINUOUS BONG BEAM lit, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4) a" x 5" TITEN HD TO CMU AND (12) SDS CONT LINTEL SEE ARCHITECTURAL }" x 2;" TO GIRDER 2z SECURED W/ ( 1)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 z2 SECURED WI 10d TRUSSES ® 2, O/C, Ix2, 2x WOOD FASCIA (2) }" x 5"TITEN HD TO CMU AND (18) SDS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 3" TO GIRDER SEE ARCHITECTURAL. 12" O/C FOR REVIEW C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH 2x SECURED W/ (3)18d AND APPROVAL GALV. COMMON NAILS. (2) }" x 5"TITEN HD TO CMU AND (18) SOS }" x 3" 1x2 SECURED WI 10d 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 SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LEIS (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, L:14301BS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a 1b 1c '=1' TYPICAL ROOF 3 GIRDER CONNECTOR(S) SCALE: 2a 2b 2c - SCALE: 314"=1'-0 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 314" T 6 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 LSTA1220 GAUGE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING W! 10dz1/2 HOG NAILS SEAMS) 0'-0" TO 30'4" (1) "X" BRACE EACH END. TOTAL OF 10 W-1"TO 60'-0 (3) "X" BRACE SECURE PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ / 1 DIA. — rEl FLOOR (2)'0C' BRACE DIVIDED EQUALLY ANCHOR OL !SEE GIRDER 6'-0" MAX (W/1X4) FROM CENTER TO END. WASHER SET IN HIGH 2R 10--0" MAX (W/2X4� 2x WOOD FASCIA, " MSTRENGTH IN. EMBED.PDX2" ARCHITECTURAL MAX. P T 1x4 DIAGONAL PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-0NG FLOOR TRUSS BTM. CHORD BRACING, SEE PO.TC. PAX W/ 12d's 8" STIFFBACK (S PER 5/8" GYPSUM BOARD OR 1/7' HIGH PLAN FOR LOCATION TRUSS ENG) CONT. 2X4 SECURED W/ STRENGTH CLG. BOARD U ll: MAY NOT BE (2)10d's @ EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) 0 N d REQUIRED 13 z TO BE INSTALLED (� 16d TOENAILS 10'-0' O.C. MAX. DOUBLE TOP PLATE 8" A.B. WITH BTM. CHORD OF BEDMENT WOOD ROOF TRUSSES (18)16d x SEE SCHEDULE FOR 2x4 OR 2x6 WOOD BEARING S TO POST., BOND BEAM REQ. WALL W/SYP No 2 STUDS SEE IT DIRECTLY PLANS FOR SPACING. SINGLE L2- STM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 1/2" GYP. WL. BD. 1x4 BTM. CHORD BRACING 6'-0" O/C END WALL OR OTHER MAX., OR 2x4 BTM. CHORD BRACING END TYPE CONDITION, IF i .. 'a . e. 10-4. O!C MAXSECURED W! (2)1Od DEPICTED SEE PLAN COMMON NAILS AT EACH CHORD BLOCK WALL W/ GABLE END INTERSECTION TYP. 7 BTM. CHORD BRACING PRE-ENGD TRUSS SCALE: 3l4"=1'-0" GIRDER/WOOD POST CONNECTIONS 6 SCALE:34"=1'-0" •a 5 SCALE: 3l4"=1'-0" FLOOR TRUSS CONNECTION L.B.W. 4 scALE:W4"=V-0" (NO UPLIFT) THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114"0 y0 HOLE EDGE>W" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 215"D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES HOLE EDGE >5/8" S THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H'IOA 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 �1AND BORING LIMITS 8 SCALE: 1 i/2"=1'-0" 9 NOT USED 10 SCALE: 314"=1'-0" d N. RONALD REAGAN BE LONGWOOD,FL32750 PH: 407-77443078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 Q i% I1 M r sUDD2V. ag LOT.il ABBOTT PARK LOT #33 BLK #9 PROJZCT# 04181.000-33091 MODZIA 4EBB "1828—CALL" GARAGE 8WING: RIGHT PAGE: DETAILS 160 MPH EXP. C 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" TO 30'-0" (1) "X" BRACE 0'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS 1) "X" BRACE � CENTER 2)'OC' BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB-E CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) 0 �3 F PLYWOOD SHEATHING, SEE "ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED WI 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2)12ds @ MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS W/ HIP RETURN SCALE: 3/4"=V-0" 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 PRE-ENG'D WOOD O SHEATHING SEAMS) (BLOCKING TRUSS (TYP) @ 24" O.C. NOT SHOWN FOR CLARITY) MAX 2X4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR FOR STRAPPING LOCATION VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR SOLT W/2" WASHER SET IN HIGHfj. STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POUREO LINTEL COURSE CONT. 20 SECURED W/ (2)10ds @ EACH TRUSS TO BE INSTALLED 010'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG G GABLE TRUSS @ CMU WALL SCALE: 3/4"=l'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA •: 0003325 A W � Qa y1 Ro musDiv. ae LOT ABBOTT PARK LOT #33 BLK #9 PROJECT# 04181.000-33091 MODE19 4EBB "1828-CAU" GA %AGZ 8WINO: RIGHT PAGE: DETAILS 160 MPH EXP. C I I GABLE -NEW HIPROOF x`- w ROOF WIND DESIGN PRESSURES NEI (GROSS) ASCE 7 10 ZONE 1 = 23.79 PSF (33.79) ZONE 2 = 39.48 PSF 469,48) ZONE 3 = 67.16 PSF .16) "A'= 4'-W END ZONE DISTANCE BASIC WIND SPEED: 160 MPH WIND EXPOSURE: *C' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT H- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7M6" O.S.B. OR In" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 6/8 COX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL, ROOF SHEATHING TO GABLE END FRAME USE Sd GUN NAILS @ 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. CIA. SHANK TENSILE STIR, SHANK Sd RING SHANK, 2 1/2' 0.120" 110,000 RING6-20 SCREW SHANK RINGS PER INCH) Ed SCREW SHANK 2 112" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7A6" OS.B, PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Ed RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. V J Z W ZC3 w Y C�i aL) Nd CD o: m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES isi.......... J gJ_ �'a4 w 6 � W LD coU Q W, a n OF U N � O z w o Z a. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END, RAFTER OR TRUSS R(10F CHFATHING Imm mi --_-�' -�,I ■--BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS 0 6- O.C. IN FIELD Ed RING SHANK GUN NAILS a 12" O.C. IN FIELD or Ed x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.61.jN FIELD J\ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, Set EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS, FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTORS 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 RI L VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES EP CIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pai 20 pBf TOP CHORD -non-connunanl 10 pat BTM CHORD t oDncurtinl DEADLOAD DEAD LOAD 15 pH TOP CHORD 20 Psf TOP CHORD (7 PIT w/ ASPHALT SHINGLES) (10 Pot W/ No GYPCRETE) 10 Pat BTM CHORD 5 PBf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf BALCONY LIVE LOAD SO PH STAIRS LIVE LOAD 40 pef ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33 MACDAIM AGGREGATE SIZE SHALL L BE Mr. WOOD: PROVIDE NAIR ENTRAINED CONCRETE EXPOSEDTO EARTH ORWEATHER NO -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 3/1r. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS. ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER, Flo = 1100 PSI AND A MODULUS OF PROVIDE 54AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SIASSONGROUND WHERE INDICATED ON ELASTICITY=1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE O CONCRETE BLOCK SHALL BE DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE, PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO UM OF 0.25 3 WOOD NFORSANY FORMWORK: CORROBORATE TETRAHEDRAL (DOT). FOR STRUCTURAL USE THAT SI4ALL E TREATED FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS, WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING SYP #2. 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' BY 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 "TPIIWTCA 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 A58.1.1082. 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 NOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND: DEAD LOAD SPEED =160 MPH 3- SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE C, RISK CATEGORY ION INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: I Opt, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30PS1, BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40paf, GUARDS AND HANDRAILS: 200pfff, GUARD IN -FILL COMPONENTS: 50pBf, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL IOp1M VEHICLE GARAGES: 50p9f, ROOMS OTHER THAN SLEEPING ROOM: 40p f, SLEEPING ROOMS: 30paf, STAIRS: MASONRY. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES" (ACT 530/ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM Al85, 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 2' CHAIRS SPACED T-0' OC EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A815 GRADE 40 1N CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE Wl THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30" #7 BAR - 42" PROVIDE 36' x 36"CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. 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 ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-ED, GRADE fm - 1500 PSI. BLOCK SHALL BE PLACED USING 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 SEAMS BEFORE OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM Gd76, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" 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 Paf' FOOTING TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE EXCAVATIONS AND SUB SUS -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF RE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS 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. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO-TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM STRENGTHS AS FOLLOWS: A36, Fy = 36 kW FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, TYPE E OR S. Fy = 35 MI. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTERRACE SLAB. CONCRACTORSEMENT.HALL B TORICALSTRENGETH DDITIONATA MIX PPo0RT0 RETE SLUED MXMALL ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL CONCIT NOT EXCEEDTH CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S'N-PFUOR TO THE ADDITION OFPLASTICIZER F PLACH STIC OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C940R MEASURING, AXING, TRANSPORTING, ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MNUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REOUIPED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDDRWEATHER 1-1R' FOR RE AND SMALLER 2" FOR#9 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3 W FOR SLABS, WALLS AND JOISTS l4rC FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATpN SITE TYPE —cm REMMat9 gPPLICAl- BG:E TYPE SPACING REMARxS 1#PT FURRWG To CASE NARDENEO WIL GAMGEDOORE— tq•DN. iAPCON MASONRY 1 EMBED„A•EW 019T., MA90NRYI CON[. NNI,IzLONG. TO MA90NRYICUNC. WWABHER FASTENER 9•dL 11?EDGEDST. 9GO,AL, EXT.DOORS CASE HARDENED COIL TONIC WINDOWIDOOW FASTENED ---EDOORBUCx i—A. WI E%PANS�J BCLT IEMBE A"END 0IST., 1x PT,SEENOTEB NAILI-LONG. STAGGERED HMO MA90NRYHYxJC. TO — WASHER 7EDGE COST. wMOPNBIIcN CABEHARDENEDCOA TQG WWDOWIDOIXLFA9TENED METAL ET— ro CONTACT THIS ENGINEER FOR SPACING 1x PT, SEE DOTE. NAIL I IFP LONG. STAGGERED INTO MAsoNRYlcoNc. MASONRY/coNc. REQUIREMENTS IXT.SY/BM_ RW111B9M. "fAPCOGY 11?ENBEO, BREW. NON#AWNG WO09 t? EMPNJ910N PEMBED. PEIO BIILNAPt, BEE WTEB WASHER FA9TNER 1T dG 111, 111 EDGE DST. WgLL TO CONC.9lA8 W/WASHER BOLT ]B O'C OST.,TEOGE dST. Px PT WIDOW BUIX D.IGT PAF x31AY TONIC PEW. MST.. 111 PT T08TEEL COL.. SEE WIWASHER STAGGERED EDGE DST. WTEe bm 1 LES 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 O EQUAL SAME DIAMETER AS SPECIFIED HEREIN & FASTENER E SPACING FOR THE BUCKS SHALL BE TSTRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. WINOOW 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. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407.774-4078 www.abdoslgngrouµcom AA #: 00033215_� F a b G IT .1.0 �40 to a i aUDDIV. as LLOT: ABBOTT PARK LOT #33 BLK #9 PROJSQTIP 04181.000-33091 MODSLa 4EBB "1828-CALI" GARAGffi BVnNCI: RIGHT PAGZ: DETAILS %160 MPH EXP. C lk