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Home My WebLink About35676 Burma Reed DrI• 99i-'72-4EAB-ARIA HOMES 12602 TELECOM [DRIVE, TAMPA, FI 33637 Tal- (813) 740-9720 Fax: (813) 740-9715 ALL COMPLY WITH PREWL INC CC)U,F" i 71, R ID A Aa0% ;:-,DING CODE. NATIONAL "LLECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE 1 31 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 .nn= H MMM CODE, IA4 OTH EDlRON D ST •ALL VOCAL AND STATE CODES -OCCUPANCY - FMIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB ' INTERIOR FINISH - CLASS B -BASIC WIND SPEED - Vult=150 MPH veal=II6 MPH •H�STORY �� _ B • •2-STORY RESIDENCE - M. HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE A/C AIRCONDITIONMUM. A-L . ADJUSTABLE ALT. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTER LINE CAB. CABINET CLG. 'I CLG. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DBL. DOUBLE D.G. DUAL GLAZED DIA. DIAMETER DI11SIP DIMENSION DP. DEEP DR DOOR D DOWNSPOUT ILR.O. D.W. DISHWASHER EA. EACH ELEV. ELEVATION EQ. EQUAL EXH EXHAUST EXT. EXTERIOR F.G. FUEL GAS SS F.G. FUEL GAS FIN, FINISH FLR. FLOOR FLUOR. FLUORESCENT FFT . FNDOOR FOOTING GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT CIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD NE HOLLOW CORE HDR. HEADER RSUL.RFIT INSULATION TNT. INTERIOR I". M.C. MIN. MIN M.T. MTD. MTL. N.T.S O.C. PL P.B. PH. PLY. P PRIL P.T. R. R.A.G. REF. P.M.R S.C. S.D. S.H. SHT. SHTTI S14WR SL SL. STD.` SWS TEMP. THK. T.O.C. T.O.P. T.O.S.YP.TYPICAL TYP. U.N.O. V.P. W. WD. Wow. WIH W.I. LAVATORY LUMINOUS MANUFACTURERET MANUFACTURER MINIMUM METAL THRESHOLD MOUNTED METAL NOT ON CENTER SCALE ER PROPERTY LINE PUSHBUTTON PHONE PLAN PLYWOOD PAIR PRESSURE TREATED RISER RETURN AIR GRILL REFRIGERATOR ROOM HSQ.FT. SOLD) MOKEDECORE CTOR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING OWER SHOWER SIMILAR SL[DRJG STIANDARD GLASS SHEAR WALL SECTION TEMPEREDGLASS THICK TOP OF CURB TOP OF PLATE AB TYPICAL UNLESS NOTED vroR ROOF WASHER WOOD WINDDOW� R WATERINTERPRETATION WROUGHT IRON DATE DESCRIPTION oVm&/�e W,s ISSMD ARCHITECTURAL SHEET DESCRIPTION gpgg� 2®Il PHC 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 MI —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 g CD'BRE-1S8UED 0-V" FOOTING REA61ON PER M. DOMS 02!lIA9 PLAN MAINTENANCE CM REVISED LINTEL SIZE AT FRONT ENTRY DOOR 9*4M ADDED LED LO" • KITCHEN 4 BATHW" PER MARK BOLLS& 01R2/19 ADDED STONE OPTION ELEVATIdIs 'C' 1 'D' 10rAft ADDED CPT. &'-0' CEILWs HEIGHT ovewe REPLACE UW Ca�CTOW WN OMPOON CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.H. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 0411340 OPT. V-O' CLO. HGT. ELEVATION'C- REVI&ED HEIGHT CP ARCHWAY CAC.S LIVING I$12 $Q. FT. GARAGE 432 SOL FT. ENTRY jB $q FT, LAM �• SG FT. TOTAL 2$38 GaFT STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.1A-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS J PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.1A-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABB.ITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER OR ORDER TO BUILD THIS P OJECCGBASED ON THIS N IN 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. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IM,a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TARES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE HSIN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-0078 FAX 407-774-4078 www.abd"gngmup.com AA 11: 0003325 Y atMDM ae LOT: SILVERADO LOT #49 BLK #18 PRGdECT 04128.001-49181 MODELS 4EAB "1672- ARIA" GARAGE EWING: RIGHT PAGE: COVER SHEET 150 MPH EXP. B • _. I) 3L- 07/27/20 SCALE: 1/4"=1'-0" ailENT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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. 3rrE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. S. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ONNETALLIC 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 %INCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNWALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' 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 P3D05.2. 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. EXTEROR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOKFIMSHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �V 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-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CID63 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' 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 MANUFACTURERS SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EXTERIOR 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. RONAID REAGAN BL LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003326 yFF/ "a 1y !j IL SU13DIV. Ae LOT. SILVERADO LOT #49 BLK #18 P1tOJECT# 04128.002-49181 MGDaLA 4EAB "1672-ARIA" GA1tAGS BWiNG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DAPE"" 07/27/20 SCAM- 1/4"=1'-0" BlEmw GN 38'-8' olo 0 oJEERII 0 oIIRBlvillsommill ol1�B��Bllo � 4IEEEB�n 0l1-1a o of � 1� i it Ili O _ n' • �Iv> o 0 � � rA r--• �°/ . I ATTIC M. Zm I ® DOLLARDAS REQ. aPER _ CODE i_ i �I QUACTE P 1 i -ANS.o ,. o'IE�IIo!— aiB1lo' ollElio o;EeeEUEllo oli1Io IollEBiio i �I II I SQ.FT. CALC. S LIVM 1,612 $a FT. GARAGE 432 Sa FT. ENTRY 38 So. FT. LANAI % So. FT. TOTAL 2736 60. FT. B/9cnID9POIIAIE�RE eEMID Q= No Po � DOZE 0111P IOSW HUM MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA SGI MIN. 41 5 23/-2% CRITERIA 1601C O.H.D. 112 5 20.4/-22.T BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = i 0.18 BLDG. CAT.=II. EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODffIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. 0011 IXIE EIN C L. TOP PLATE 41 i+1 BAR DETAIL (-A SCALE, IR'•I'-0' a '�B V 's e DIM. VARIES 0'(,,)ARCH SCALE: V! . I, -OE: V! '-0 FLOOR PLAN 6CALE, 1/4' . I'-0' -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL ISE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 J o 8VBD SILVERADO LOT #49 BLK #18 PROJECT 04128.002-49181 MODEIe 4EAB "1672- ARIA" GARAGE awING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B 1 mI rPRINTDA=: 07/27/20 SCALE: 1/4"=1'-O" allm= Al SHINGLE LAP SIDING AS SPECIFIED (TYPJ 4' FREIZE BAND (TYPJ� 6' TRIM BOARD (TYPJ� ----------------_ F �/-18'-8' BLDG. HGT. SHINGLE ROOF 6' RAISED BAND 4' RAISED BAND -. SHUTTER 4' RAISED _. �■ milliDEC. I. ■■ _- IIII1� �. _ - 0'-0' FIN. FLR FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED PINION NOTE: WALL FENESTRATION PLASHING AS PER P15CR R108.4 OFF RIDGE VENT OFF RIDGE VENT t�6 AREAOFATTIC 2235 SO. FT. NET FREE VENTILATION AREA REQUIRED 1/3D0 REQUIRED VENTILATION AREA 2235 1300 7.45 VENTILATION AREA X SO. INCHES PER FT. {1A6) 1072.8 SQ IN, MIN. REQUIREDVENTILATION = .5X IDns IN UPPER PORTION OFATTIC - 536.1 SQ IN. OFF RIDGE VENTILATION AREA = 115 S0. IN, PER VENT 536.E /115 TOTAL R OF VENTS REQUIRED 4.66435 TOTAL AOF VENTS PROVIDED 5 =AREAOF ATTIC IS THE PIRIMDER OF TIE HOUSE, LE%THE OVERHANG (EXTERIOR OF WAIL TO EXTERIOR OF WAIL, NO OVERHANGS INQUDED) 8'-8• BR.. HOT ERG. FKeT.- TYP. II r 0'•0' FIN. FLR I ( °' OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • F-0' TEXTURED FINISH v 4El -------------------------- N LEFT ELEVATION WALE, 1/4 . 1'•0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 R 1'-0' TEXTURED FINISH -8' BRG. WT. _ _ ,08'-O' BRG. HGT. .0. ®Y - 1441 N. RONALD RFAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003326� S L>y a BLTODIV. Se LOT: SILVERADO LOT #49 BLK #18 PltOJSCT# 04128.002-49181 MODEL: 4EAB "1672-ARIA" GAMAGIC OWING: RIGHT PAGE: ELEVATION fl^L1 150 MPH EXP. B 0 D ATM..= 07 /20 > M"M 1/4"=1'-0" SIMET A2C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e Eby CUTLET 2e AMP SNSIA POLE W OUTLET IIOv mll IO O► OunaT wpmTO SWITCH GPI IOv OUTLET SOUPED WMI.O PAL NIERPFE! (TATE! RESISTANT TYPE) a@ 220V OUTLET --COOlCTION NIP ON DO. ¢MTa9COP O UULIFT GR7M0 PAILT NTIIq•#1®! SWITCH BUTCM s-Wsr OPER SWITCM 4-WAY CPR! E O WALL MIDIRRb LIGHT CEILM LIGHT © LED CLG LIGHT VAPOR ©vp PPPRROOF LOW yp O VAPOR PROM OPECEOM CAN 0 VE1T. PAN I aMI PER Sa PT. N, "lawVpT. PAN I ---PT. v FD(IUR (aPE UL TMD sY OM �-NELB aRAP ® L AIRwO ( D) r ARdlO (SUNG MNTJ �-{ Y PtLORSOCB(T 4• PLUglOCi/T y� C� G P TRACK LIGHT 'ANEL METER 0.00 DNRTEGtOR Iw I DULL MOIMW Imcm D{7/CTOR MATT-RAIX.IP• ® ANlON MOWNDS,NREt60N✓kTly Cown Off'som S/� comma NULL IRE A DISTANCE OF NOT LESS THEN 4' PIC" WALL PENDANT LIGHT U� NATURAL GAS CUTLET ► MSPNON JACK yN pR Q, TO r eLeveTSD T AIR COOmCNNO NE AUI CM DISCONNECT TO ! 1104PORT10 N O J-.O,( AOcaIOANDE N• om MAIRM AseuaNPON INSPRICTIONI CRILINS ISM CRILNG FA OLIGMT TO I>t S APORt AOCOIOANOE RvED.N MARM M SYCM FOR r�ncn 24• • CA P98CNW LIGHT STRIP nno K'NCXOEJC@R LIGHT STRIP Y•NCAOEOC®R LIGHT STW FLOOD LIGHT q, CPT. RECN•TY IorrPAO • PA NON-BRTew FM CH!!O um PORT • LOCATION CP TV JACKS N PHONE NE OUTLETS K PANS TO SE VERIPED • Wommom PIR-CONSTRUCTION MEETING. • ALL S 4 20 AMP RRRANCN ORMUTS TO BE ARC PALLT PRRDTECTED PER ELEenaeAl PROVISIONS OF � rn4 EDITION =ml N NEC 210N Teu EDITION. RY • 20 AMP DEDICATED LAUNDCSIGAT. • GN • ISLA 0 (NOT ON KUTCHEN CIRCUIT) • DINMUIWR DRCCNNCT TO SE LOOKOUT N PANEL • BATNROOI EGIAUST PAN TO HAVE MN CAPACITY OP SO CM NTMITTE T PER ELECTRICAL PROVISIONS OF SECTION MOMS Wj rTH EDITION (TOM) • LAINDIRY ROOT RSGlPTACLE SHALL OE GROUND FAULT OROuT•NTIRRUP'T ft PROTECTION FOR PERSONNEL ON PIECE* • WRING METHOD SMALL BI NON METALLIC CABLE PER ELECTRICAL P111"W NS OF PROM rTH ED (TeM) • ALL WORK TO C40MI-LY WTN ELECTRICAL PROVISIONS OF Two rrH fD (2On) • e_I L_ _ = AWl-L ME MLEC1•D MY EIIILD[R AND 9Rf Q LIGHTING MIST Ea NR1Y EPPIamNr tYPE I.lR ELECTRICAL PLAN SCALE, 1/4' . I'-V COACH LIGHT 'lETER FIELD IERIFY LOG. LED LIGHTING ® SINGLE LAV. • BATH •2 LED LIGHTING ® DOUBLE LAV. OUNER'S BATH WP PAW MAIN A I®mlo�arr�lmm ®mo�ml© ��000 m ®aI©�.�Imo ®MINES SSo m mS01-�SvaS® mn®�moS® ®aor� ®OmFT Timm '�SiSL7m ENDS mmme�Il�m mmm�m�m mmm�m�m �aoer�ma® ©m�->�.••:-^r,+—*moo® MINOR Now MM WINNER I=�mm= m m - �^'iT• 11"^iT' far �' 0 SEE 150 AMP ELECTRICAL RISER NOT TO SCALE. 0041PLAL NOTES, ELECTRICAL MATERIALS AND INSTALLATIONS SHALL CQ'O'L7 WTN ELECTRICAL PROVISIONS OP TIE BEG&MH EDITIO( [Ten) LOCAL CODES. AND ALL LOCAL FICIMER COPANY famowi MERE. G ALL CONDUCTORS SMALL K TYPE TMINRNYN UNLESS NOTW CTHERUSE. DE "toCu. TMW • FS OU IN 2' CONO L. THEN . PM CU IN2• CONDUIT OR 2/O ( NUT TO TERTNATP ABOVE OOPIT A Oy CO'OIMTION SERVICE 17D&UOOCT SWITCH AMD EELECTRIC METER INNEMIA 3R EJCLOSNR EOAAP NTSPIMTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 90 AMP. EO440 VOLT. I P A ASE SlOCN PAR%/ i 14 Cu SERVICE GROUND CONNECTED TO ELECTRICAL SERVICE, PROPPER VIDE A -1 CO(CU) IN CONCRETE ENCASED POOTER STEEL PER 1-VY' CIA SC ffDULX SO PVC CONDUIT OR PROVIDE ! ELECTRICAL PROVISIONS E � OF TH 7/0 ALUTPWY (AL) IN Y' CIA SCHEDULE 80 PVC EDITION (201T) CONDUIT UNLESS SERVICE isPROVIDED BY" ELECTRIC COMPANY. COORDINATE WTN THE ELECTRIC S(S" CIA 7f S FT LONG COPPER CLAD GROUND RICO COMPANY PRIOR TO BID. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-774-6078 FA%: 407-7744078 www.Ebd•RlgngroupA:om AA M: 0003325 P m BUBDM &. LOT SILVERADO LOT #49 BLK #18 [PROJECT# 04128.002-49181 MODEIA 4EAB "1672-ARIA" GARAGE 9WING: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B LA 41 I II I II II I l 1 I I I I I I II I I it • � -- v I � Q I 0 I I u I u II I I I� I ----— J I I I I I II • � m II I II II I El I -,I III III III III _ II II II I I iV --- — ----- d) WG 36'xbrD' S� AN � II I ��I II _uyl I I� I III I I L V. 0 L V. M �---- M1 O J e PLUMBING PLAN SCALE, 1/4 a I'-Vi' V.TJi �+ In• I2. � KITCHEN I I \ ,Cl In' aNK uu AUTO VENT 1 1/2. I ) 2' V.TJi I 2. �-1In' I TUB P, 1In' I LAV I In In' WC. I I 7----— I In r I �. 2. 3 11/21 3' 1 WASHER I Lay. LAV. U I CA. TO MAN 3 4' PLUMBING RISER 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 h P CC $ v ild:' I I stmDty ae LOT SILVERADO LOT #49 BLK #18 PROJffiCT# 04128.002-49181 MODZU 4EAB "1672- ARIA" GARAGE 9IMC; RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B AA NO DA E.. 07/27/20 SCALE: 1/4"=1'-0" P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS PAS 4 MASTIC. AND INSTALLED AS PER MC 61I4 EDITION (2011) MECHANICAL BLOC. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS 1 AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL 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 FBC 6TH EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603U 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. 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 MC 6TH EDITION (2011) MECHANICAL CODE SECTION 60'1, W. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH POP BOOSTER FAN OR EQUAL. FANTECH OBF 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 T 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 T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 301.2A HVAC DRAINS SCORIATED NICKEL PIK FLOOR BRONZE FL. PL. OR WALL BRASS PLUG —'�---FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK P.V.0 OPTVSPEC nFL00R SLAB CLEAN -OUT (TY�P, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRINK — BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OW O CEILING EXHAUST FAN CEILING EXHAUST FAN 1 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3A(P')Y' TAPCONS WIT SIMPSON WS ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO WIT l2J "8Xi I/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' OIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSINK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED vEXT. GROUND CLEAN -OUT (TY NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE P.P.E. ELEVATION MECHANICAL PLAN SCALE. 1/4 • P-0' :ml 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 www.abdnigngroup.00m AA N: 0003325 64 rz d Stimm ae L'otil SILVERADO LOT #49 BLK #18 PROJECT 04128.001-49181 MODRU 4EAB "1672-ARIA" GARAGE 8WDIG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B I DATE. 07/27/20 SCALE: 1/4--r-0- M1 2X4 TOP PLATE COMM 0lAD PRE -FAD TFW" N' 71NOG 7 COAT Y Gfl !tm IA' CLG. DOARD ^ ,m 6Twlc„wAL row o"Fa LY TO K MAKTRT b.6 P.T. W ATTAGED TO ILL NOTE: STUDS IN �L A9 M PARTITIONS SUPPORTING � R. �' DRITU4LL WALL HUNG PLUMBING Snit ro w� GLAL W MAN SACKER Roo 1441 N. RONALD REAGAN BLVD FIXTURES AND WALL WATwe 6 PW LONGWOOD, FL 32780 CABINETS SHALL E NOT Mau Cm - PH: 407-774-6078 _ _ AROU � FAx 407774ao78 LESS THAN 2x4, WHERE 2x4 WOOD SPACED NOT MORE..,. FwTe�o ro SECURE DT. TRKx TO AAA N: 1g000332E �m PLATE To GLAD STUDS 024. THAN 16' O.G. OR, NOT rOoo alero gale FaR UV Wd MASONRY oL LESS THAN 2x6, WHERE 0POWrAL NBC. TRACK sr nrr. °1f �TeA° SALV. OVERHEAD �� NAIL 32 oc SPACED NOT MORE ;`.::. ` FA►nHW TO Rom MAX ITHAN 24' O.G. TRAM 0R'00E7° uv Fwoo= . GLAD 4 AR-RovAL Ren FRL FL_ GAS LINE THRU BLocx s GARAGE DOOR JAMBS (1:)TYP. INT. WALL (NON—BRG.) 61—ALE:11/2'•I'-m' D1 SCALE, 3/4••I'-0' FIBERGLASS 81-ANGLES 2X4 SPF 24' OG. MAX. OVER W FELT PAPER OR SECURE W/ (2)1D NAILS SYNTHETIC PRODUCT, • EA END FIBEMLASS SHINGLES INSTALLED PER SECTION 2x SLCCKING 15ETWEEN TRU88ES FIBERGLASS SHINGLES OVER F30 FELT PAPER FIBEFIMLASS SHINGLES OR SYNTHETIC R908.1.1 ON j' Obs. PER STRUCTURAL DETAILS OVER F90 FELT PAPER OR OVER F30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR }' CDX OVER PRODUCT, PRODUCT, OR SYNTHETIC PER SECTION RW5.IJ PLYWOOD SECURED PER METALLED PER SECTION PER SECT ONTR906.DLI ON �' ObJ3. SHEATHING FASTENER SCHEDULE STIFFDACK AT ALL UPRKsF1T8 SHEATHING OR; CDX ON l' 0.80. SHEATHING 9/8' GYPSUM DOA OR CDX PLYWOOD -- PER STRUCTURAL DETAILS PLYWOD OSECURED PER SECURED PER FASTENER SCHEDULE OR k CDX PLYWOOD OR IF1' HIGH FASTENER SCHEDULE ® PRE-ENG WD. TRUSS I 0 MTL. DRIP EDGE SECURED PER STRENGTH CLG. TYP. TYP. FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE o.H• o.H. 2x FASCIA PER T STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS PRE-ISNG TRUSS SEE ENERGY CODE FORMS FOR PRE- � CONY. 2x RAT RUN SECURED PER / INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS J/ VENTED SOFFIT MTL. DRIP EDGE SfRUC�R4L MTL. DRIP EDGE INBULASEE �TION R-MY VALUES FORMS FOR R PER ELEVATION PRE-ETKx C+ADI-E TR4J88 PRE-ENG. GABLE TRUSS !;IE a I..m. WEEP SCREED PER ELEVATION WEEP SCREED i 2x FASCIA PER TYP 2x FASCIA PER ELEVATIONS O,H, ELEVATIONS 8/8' GYPSUM BOARD OR 1/2' R-4.1 INSULATION STRUCTURAL DETA2x P.T. SECURED AIILB STRUCTURAL DETR SECURIED AILS VENTED SOFFIT VENTED SOFFIT HIGH STRENGTH CLG. BOARD �WINDOW ATTACHMENT AS PER MANUFACTURS E SP SPECIFICATIONS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTAC44MENT AS PORAND STRUCTURAL MANUFACTURE SPECIFICATIONSPREFERENCE PLASTTLE APPLIED DIRECTLY TO MASONRY FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS • 24' OC. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FUMING 8' cm CEMENT PLASTER APPLIED STRIPS a 1/2' THICK 2 COAT PORTLAND DIRECTLY TO MASONRY I/2' THICK, 2 COAT Gl'P. WL.•DD. , cm CEMENT PLASTER APPLIED 1/2' GYP. WL. SD. ALTER WOOD SASE DIRECTLY TO MASONRY WOOD SAGE APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR j 0'-0' FIN. FLR 0'-0' FIN. FLR 0'-0' FIN. FLR a a' cm W/ ,a WINDOW OPENING Ti?.WALL SECTION ,a W/ WINDOW OPENING TYP. WALL SECTION A B B NNG NOTE: NO OPENING PER SECTION GO5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4.12 A eUDDIV. ac I.OT: SILVERADO LOT #49 BLK #18 PROJECT 04128.001-49181 MODEL' 4EAB "1672—ARIA" GARAGE B IINO: RIGHT PAGE: DETAILS 150 MPH EXP. B 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 6 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.r-o• IS REQUIRED. FOR ROOF SLOPES D1 SCALE. 3/4'•1'-C' OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D [LJNO 2 I6'15'1f DNT ATE:E: 07/27/20 SCALE: 1/4"=1'-0" SHEET D1 2X6 P.T. • CENTER OP DOOR FEARER SECURED W (1) I/2- X a' J-BOLT W/ 4' MIN. EMOEDFENT RV 2' X 2' X w' EASIER 4 NUT OR W (2) V2' X 6' ANCHOR DOLTS aV Y X 2' X Va' WAGEER � NUT Vgo ..SECURE 2x4 ON RAT To BLK ® 1/MA60NRY FLAILS. 7X6 GARAGE DOOR BUCK SECURED UV (5) In' X a' J-BOLT OR ANCFIOR ® BOLTS, SV W MN, EMBEDMENT, W 2- X 2' X IUD' WAGER 4 NUT. (D UT14N a' OP TOP. (1) WITHIN a• OF THE BTM, (3)EVENLY SPACED. IB m NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANIPACTLI RER'S INSTALLATION INSTRICTIONS WHERE Au eJ&T Tfem e r At T GARAGE DOOR t BUCK ATTACHMENT eras, .r-4P 1�14. PX4' OR I'X2' P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK W/ )1(6' TAPCONS (MIN. SHANK SIZE A45 ZN. HEAD SIZE 300 N. EMBEDMENT I -A' WITHIN 8' OF EACH END 4 IW O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUM15 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3 4 OR +5/4 A WNNDOW TO BLACK +3/ OR +5/4 SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ 2IfR' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN W OF EACH END 4 18' O.C. MAX SPACING. 2X6:m SECURE TO BLOCK W/!-ife' TAPCONS(MN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END 4 8• CM IV O.C. MAX SPACING. Jf' DRYWALL 2X8,m D I'X4' OR I"X2" P.T. NAILER SECURE TO BLOCK W/2-'if6' CASING TAPGONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR ENDOW MIN. EMBEDMENT 1 Y4) 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 +i-1 2" W MW TO BLACK +1-1- )) E, RT . 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J4D MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X US' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEA��O BLOCK W/J-%' NON-STRUCTURAL j(o' TAPCON N. (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK E INTO MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT 1 Y4) 'DRYWALL WITHIN W OF EACH END 4 IW O.G. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS, SEA�STO BLOCK W/246' Ifs' O.S.B. X 4' MIN. (MN. SHANK SIZE .148 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1149 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. U3' OC. MAX SPACING NOTE, SHIM AS NEEDED TO PLUMS JAM15 (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1—%Ip" w K+1-5116 C SCALE: N.TA. 2X4:m SECURE TO BLOCK W/ TAPCONS (MEd. SHANK SIZE .14S MIN. HEAD SIZE 300 ) MIN. EMBEDMENT OW) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X IS' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/U-%' NON-STRUCTURAL i(e' TAPCONS TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 149 8. CM W OF EACH END 4 K DRYWALL 2' O.C. MAX SPACING ❑ I'X4- OR I-X2- P.T. NAILER 2XBm SECURE TO BLOCK W/2-%- CASING TAPGONS (MIN. SHANG SIZE .146 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) TTACH TO 2X PER WIT141N 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLU I5 JAMB (DO NOT EXCEED Y4 ) DOOIDOBLCK+2214IOMTKf" )' ALE, KT . 2X4m SECURE TO BLOCK W/ TAPCCNS (MIN. NK SHASIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACINCs. I AT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE BLOCK W/2-%'NON-STRUCTURAL Ilfe' STO TAPCON MIN. 1-Y4- (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 1 Y4) ' DRYWALL WITHIN W OF EACH END 4 IV O.C. MAX SPACING. D �i. 'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK W12-%' TAPCONS ppOR CAGING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OZ. MAX SPACING. MANUFACTURES DETAILS. WM 4M Y NROW TO PLY!J WO NOT DCMX-) DOOR JAMB TO BLACK +3' %L w TO BLACK +3" E, N.T.S. 2X4= SECURE TO BLOCK W/ i(4' TAPCONS (MIN. SHANK SIZE J4545 MIN. HEAD SIZE 300 MIN. EMBEDMENT 0149 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL TAPCONSIMIK OWANK SIZE TAPCCN MIN. I l'4 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y4) 8. CM W OF EACH END 4 Y). DRYWALL IV O C MAX SPACMCs 2x8,m I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK WR-ib' 2X SECURE TO TAPCONS(MN. SHANK SIZE STRUCTURAL MEMBER J46 WK2)12d WITHIN 8' OF EACH MIN HEAD SIZE 900 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4") CASING WITHIN W OF EACH END 4 DOOR JAMB OR WINDOW 18. O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" VOWw F' SCALE, N.T.G. 2X4m SECURE TO BLOCK W/Ys' TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys') NOTE: STRUCTURAL 2X WITHIN W OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2Xb,m NON-STRUCTURAL 9b' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPGONS(MK SHANK SIZE EMBEDMENT INTO BLOCK .14D MIN. HEAD SIZE 300 ' CMMIR EMBEDMENT 1 Y49 14' DRYWALL WITHIN 8' OF EACH END 4 18' C.C. MAX SI°ACIN6. OR I'X2' P.T. NAILER 2XSm D �.XW SECURE TO BLOCK WA-1/4' Yo' OA.B. X W MIN. TAPCONS (MIN. SHANK SIZE .145 DOOR CASNG MIN. HEAD SIZE 900 MIN. EMBEDMENT 1 Ys') DOOR JAMS OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. WM ale, M N®m TO PLY J"(W NOT VCM)J') DOOR JAMB TO BLACK G +--7/ w BLACK +31838^ ET 2X4m SECURE TO BLOCK W04' TAPCONB (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL TX IB' D.C. MAX SPACING. M OT BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL W TAPCONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8' CM WITHIN 8' OF EACH END 4 Yj' DRYWALL 18' Or —MAX SPACNG. PX4' OR I"X2' P.T. NAILER 2X8m SECURE TO BLOCK 01-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASMG (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 8" OF EACH END 4 TTACH TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BUCK +3 3/4" H w +3 4^ E, N.TA, 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.8078 FAX 407-7744078 www.abdesigngroup.00m L AA M: 0003325 a7 a sUBDM as WT' SILVERADO LOT #49 BLK #18 PROJECT 04128.001-49181 MODEIa 4EAB "1672—ARIA" GAPLAGE 8111IIN0: RIGHT PAGE: DETAILS 150 MPH EXP. B aATE: 07/27/201 SCALE: 1/4"=1'-0" D2 L 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 12J31/2020 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 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMB WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.30 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCi. COMP.. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 30441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 31496.3 SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31J2020 30441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.E SIMPSON STRUCi. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.1E SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12J31/2020 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-R1 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 15076.1-115 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12J31/2020 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 12J31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-116 THERMA-TRU EXT. DOORS 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/SIDELITE 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 ROOTING ACCESSORIES 2017 FBCR 10/13/2020 FL 3792.2 IAMANCQ INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 fl 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-119 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2011 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774607E FAX: 407.7744078 wwwstxleaigngroup.com � AA #: 000332E A k � P av>aa:v ae LAT: SILVERADO LOT #49 BLK #18 PROJECT* 04128.002-49181 ]►[ODEI.s 4EAB "1872-ARIA" GARAGE 9WJIPTG: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B DRAT�E-. 07/27/20 SHEET D3 OLf0.D WMnD•R.A OLIKED-. R.A 2. f#A/a • Pf. a 1 COWAN. Pr.0 ® Grow . Tr OL.0.D NWO.rT,♦ 2. COMMA . F". a :OLD w � ® LI'0.D NYW .I4.A 2. OKNa . R. a a COWAN. n.e ♦ FOLD ". Ce1mR. a T" M. C Tomow" mono" R.2tla M G aorta, 'LANOt Wiallfl 9 MAL- P". 2Q ao1 W. D COAT Cerm+T fl%*m4 w- 2 COAT At" (CM ER Q, FOWN-SER PAPER fn.A'a marl na`ua"'TAn g%. aw.L 2+nRwec+,cN. ® KIC KO UT DETAIL sculm2ga� WOOD SHEATHING OR CMU WR8 LAYER N, STUCCO WRAP (FRAME ONLY) f THICK, 3 GOAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING 7n (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R1031.1 / ASTM C-&4-1-09, MIN, 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32760 PH: 407-7748078 FAX 407-7744078 www.abdesigngroup.com AA N: 0003325 h WIN 0 r+ f6p o T � aUDDIV. as L SILVERADO LOT #49 BLK #18 PRGJECT* 04128.002-49181 MODEIA 4EAB "1672-ARIA" GARAGE OWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER •I, STUCCO WRAP) WRB LAYER S2 (FORTIFIBER ...... — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-103.1.1 / ASTM C-84-1-OS, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH W SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES FB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUIC:K FLASH' PIPE THRO L4H — WALL 6' SELF ADHESIA FLASHMG (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLj �A VENT PENETRATION 11 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 I I -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLINCs 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 LAR6zER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION OUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER M, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW OUT SUCH TWA NO MEMBRANE ENTERS Box, APPLY TO FM EDGE APPLY E-Z OVER 60 M. GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER'I, STUCCO WRAP UND LAYER 4, FORTIFISER BUILDING PAPER METAL LATH PAWEN TO WOOD STRUCTURAL MEMBER • T' = MAX K' TO 1P ffieF ii WEEP aC1E<RD ADZE" K ASHWJG, CLEAN MASONRY BEFORE APPLYING 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEP *1 STEP #3 STEP *5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLED LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdosigngroup.com AA #: 0003326 L ppp� f 9VHDm as sroT SILVERADO LOT #49 BLK #18 PROJECT* 04128.002-49181 MOaEtIC 4EAB "1672- ARIAF" GARAGE 8W WG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILOING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 1/2' k CORNER BEAD (FASTENER t SPACINCs 0 I' O.C.) CMU W THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 1 2` � 44 F 0 avINDIV. as LOT: 11 SILVERADO LOT #49 BLK #18 PROJECT# 04128.002-49181 MODEU 4EAB "1672-ARIA" GARAGE 8V=0: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOW CONSTRUCTION DETOND WOOD aHEATNMb— �IT � FMSISTIVE WEATHER REaSTIVE - DARRIER V !1(4• X T Yam.• Lucf oom uP'LASHMG STARTER OTRII•— ILAP ER REe16leTIvE DARKER 4 ., ly�-i•SELF-ADNERMG FLASHSiG GALVD METAL W FLA 44ING YQIOOD�'TRM M!M'bER � � CAOM / M 6OR f OR L GAP WCALILKING VE T cAsm �\ t. SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.5 LISS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WODO SHEATHING - DAMER I^@.SISTIVE UEATHER REaaTIVE E omillR 4 STARTER W IFL METAL HAROIE TRM F ELEVATION SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION �\\ •• SELF-ADHEIMNG FLASNMIO KINGREaSTIVE �-;:GTIVEDdJCIER Q�jm FPLA616NM HERMG GALVO METAL z F..ASNMG ELEVATION TRIM I'ER ELEVATION OR APPROVED SEALANT LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO UlRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003325 lie j Q 55 0 y q sysasv as TAT: SILVERADO LOT #49 BLK #18 PROJECT* 04128.002-49181 MoaEX,c 4EAB "1672- ARIA" GARAGE SWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I DATE: 07/27/20 scAuc: 1/4"=1'-0" aIiEET WA4 2x6 SUB-BANb W/I'x4' NOTCH i END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1� 1/0' TEXTURED I FINISH ® WOOD J �� 1/2' TEXTURED FINISH <a CMU METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) 1/9' TEXTURED FINISH • WDOD, V2' TEXTURED FINISH • cm x METAL LATH x x x x x x x x METAL FASCIA WRAP tLK= SHEATHING x x x x x x }� 1 OR CMU i. L[[ UIRD LAYER "I, x x x x x x STUCCO UJRAP(FRAME ONLY) x x x x x x x x x x x x WRB LAYER 02, FORTIFIBER x 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 SUD pe1Np m SENT x x x x x x x x x x x x x x x x x x x x x i 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 ©FLAN ONLY. FOR WALL OFF x SET OF COMPONENTS) `\ NOTE: NOTCH FOR 2X6 \\ \\\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ �` FOR CLARITY \\ ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATION ©PLAN A TEXTURED FINISH m / WOOD, 1/2' TEXTURED FINISH ® CMU ',�2x6 SUB -BAND W/I'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK SUB BAND DETAIL 0 WALL METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL .3. x --�� x x FIRE -ENG'D TRUSS TO BE CUT G WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND WN4'x4' NOTCH *END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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 ,d SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH IS END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 8 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/I�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdeslgngroup.com AA #: 0003326 Am g$ � cl sysa:v ee Loa01 SILVERADO LOT #49 BLK #18 PROJECT► 04128.002-49181 MODZU 4EAB "1672— ARIA" GARAGE awiNG: RIGHT IPAGE: WALL ASSEMBLY DETAILS: SUB —BAND 50 MPH W. B EXTEND SLAB 1 1/2" .t c q FM-12X18 — — — — — — — — — 3 • I— FM-12X12 4' CONC. I . 1 1. I� SLAB ao m I .0-31/2" W & LL F 242X24 10 b 1 1 FM112X18 l I •I I � I I SLAB °D 1 1" PVC CHASEao %FOR ELEC. @ I ISLAND ' LL � I ,., W n ILL 191-T " 19'-0" O-, I um z q EXTEND 4" PVC CHASE I SLAB 1 1/2' 1 TE1 -- 5 1/2" 4"CONC. SLABt"T `D18'-0" m '" TOO' SLAB I I X-6" I �I I1 it ~I N a 1.1 EXTEND p 2 FM-12X18 SLAB 1 1l2" ti — m 1-CONc. Lu a • I SLAB owl I 6" 3,d. 6" _ Ic5 I i �+-3„ 2" a 1 ' A i.t 712" FMG12X18 1 1.1 L_ FM_12X18 1.7 J FM - 4 12X18 1.1 4 FM-12X18 1 i — FM•12X12 m— _ — — FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE �0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION -4-0", 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. 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. 11.191NDICATED #6 BAR, EIINDICATES #6 BAR,SNOICATES #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 6-13, USING: Pm = 1,500 PSI, TYPE'M" OR'S' MORTAR, ASTM G476 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, 6,h EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6X8 W 1.4XW 1,4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12X18 12" CONTINUOUS 18" - (2)#Vs (-)O'-V' FMC-12X18 12" CONTINUOUS 18" - s - VARIES F-24X24 1. 24" 12" s s ( "4" FM-12X12 12" CONTINUOUS 12" - (2)#6s (-)0'4" TE-1 8" SEE PLAN 8" FOUNDATION PLAN SCALE: 1/4' = V-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-7744078 www.abd"gngmup.com AA #: OW3325 F sUDDlV. de LOT: SILVERADO LOT #49 BLK #18 PROJECTlp 04128.002-49181 MODEL: 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B DAATJL': 07/27/20 SCALE: 1/4"=1'-0" s1 3(" MIN. EACH WAY — MONOLITHIC FOOTING }I • Z STEEL REINFORCING IN GROUTED "• STEEL REINFORCING IN GROUTED .,. CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND I' ° o Q F SPACING REQUIREMENTS 0 SPACING REQUIREMENTS w w _ T� .. 1�. yr GARAGE DOOR RECESS U d 2�FM�. • rL/ g K U) Z 8" CMU WALL O 0) Q 8" CMU WALL (• f I CORNER BARS, SAME SIZE AS LARGER BAR w w g' O io Z +- 0'-0" IN FOUNDATION WITH 30" LEG EACH e �. WWW w = +- 0'-0" TOP OF SLAB - B •I„T 1 WAY AT ALL CHANGES IN DIRECTIONS .. °� SO THAT THE STEEL REINF. IS CONTINUOUS 4I :On TOP OF SLAB MATCH AMOUNT OF CONTINUOUS BARS Io� CURB FOR EXT. PORCH SLABCHAMFER SEE SLAB SCHEDULE SIZE 48 BAR DL4. (1-STORY) -VARIES SEE SLAB SCHEDULE TOP OF GARAGE LLBAR o CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET '- 7tp. AT ELEV: W!12"ISOLATIONCHAMFER 7ANOD6EE (2STORY) 93 ,8" EXT. PORCH SLAB 4"CHAMFER (1STORY)JOINT (WHERE #q 2q^ Wl i/2"ISOLATION a ' 6" CHAMFER (2STORY)APPLICABLE) ```"`•3ia�ia---��----"``� z SCHEDULE 30" JOINT (WHERE APPLICABLE) Z EE SCHEDULE °WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING 2WxD, BAR SIZE 36' FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le, 2 TO 3, PROVIDE 2 BARS), LINO #7 42" % EXTERIOR MONO -FOOTING MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3I4"=,'-a' U'__'�EXTERIOR SCALE:3W=V-0" CORNER BARS DETAIL DOOR OPENING 1 @ GARAGE 3 4 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL WI 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O!C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w w w 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED -y y NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO BLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE & a. SECURED W/ 2- PART SPACING. SINGLE BTM,PLATE W"x8" WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. W/FLANGE @ BASE d g EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q B", LINO PLATE EPDXY 5-1/2"EMBED. MIN. (� 16" OC SLAB W/tOd MASONRY Q FOLLOW ALL MANF. SIMPSON SPH4 SPH6 MAX. NAIL 18" OIC STAGGERED. iy = SPECIFICATIONS FOR V) ¢ BTM AND TOP PLATE ADDITIONAL METAL SECURE FLANGE TO = aG USE AND 1— m PREPARATION OF ANCHORS W/ 10d x 1 12" CONNECTORS NOT REQUIRED WHEN NO SLAB W/(4) tl4" X 2114" v HOLE. COMMON NAILS FILL ALL to y UPLIFT IS PRESENT. TAPCONS Z HOLES, DO NOT USE 10d w Lu x 3" = SEE SLAB SCHEDULE SEE SLAB SCHEDULE ,QQ TOP OF SLAB a TOP OF SLAB 4" CHAMFER (I -STORY) - - � 6"CHAMFER (2-STORY) .+; e.�_� ° —° •, 4 • s EQ. EQ. EE SCHEDULE EQ. EQ. SEE SCHEDULE BOLLARD FOR WxD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO AND BAR QUANTITY AND BAR QUANTITY BDALE. 3/4-'-o MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL $INTERIOR CURB FOUNDATION WOOD WALL 6 . scn`e:31a"='�(NO UPLIFT) SCALE:3l4"=1'-0" SCALE:3l4"=r-0° (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 Z 2x4 OR 216 WOOD BEARING PROVIDE BLOCKING WALL W! SYP No 2 STUDS SEE p n' PLANS FOR SPACING. SINGLE SECURE BT. PLATE TO BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL = uu�1 IS" O/C STAGGERED. ADDITIONAL METAL U v d CONNECTORS NOT REQUIRED WHEN NO O o) 8" CMU WALL UPLIFT IS PRESENT. ? +- 0'-0" POURED LINTEL CONT, (TYP.) + 8" CMU FILLED CELL (TYP.) ; a'' TOP OF SLAB SEE SLAB SCHEDULE I / - .1 .a 2X WALL FRAMING _ i SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 5" Z a MINIMUM EMBEDMENT INTO TOP OF SLAB "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND 4 CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB �.Ti SEE SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AN D BAR QUANTITY * 1 COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 10 BLOCK WALL CONNECTION `� SCALE: 3/4"=1'-0" (NO UPLIFT) SCALE: 3,""=''-0" 11 SCALE: 3/4"=V-0" O d N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdosigngroup.com AA M: 0003325 14 a 1 StmDty. aLe SILVERADO LOT #49 BLK #18 PROJECT# 04128.002-49181 MODZU 4EAB "1672-ARIA" GARAGE ISWING: RIGHT PAGE: DETAILS 150 MPH . B DOWEL PLAN SCALE: 114" = T-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngmupeom AA M: 0003325 TE 0 BL78DIV. de L0151 SILVERADO LOT #49 BLK #18 PROJECT:/ 04128,002-49181 MODEIA 4EAB "1672-ARIA" GARAQX 8WING: RIGHT PAGE: DOWEL PLAN 150 MPH B nwTffi: 07/27/20 BCALIM: 1/4"=V-0" s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR WI 10" HOOK GROUTED BOND BEAM � dj • < • I q. 1 Jil CL O CLEAN OUT REQUIRED Q FOR INSPECTION e .( •a a TIE ERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK mod— .1..— BAR SIZEI 48 BAR DIA. Z0: 0 U #3 18" #4 24" #5 30" #6 W, #7 42" HORIZONTAUVERTICAL � REINFORCING SCALE: 3l4"=1'-0" #5 BARS ,.1 mt 1-0 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q SPACING REQUIREMENTS m� J 0 N Z 8" CMU WALL • TOP OF SLAB - q TOP OF SLAB (ram--• " Z w • SEE SLAB SCHEDULE - a . EXT. PORCH S7�N 4" CHAMFER (I-STORY03 iy O : a .• a WI 1l2" ISOLAT 6"CHAMFER(2-STORY) JOINT (WHERE< A APPLICABLE) MATCH STEEL M#71 ° 6" PVC CHASE REINFORCEMENT PER SCHEDULE 16.1 6"PVC CHASE THRU FOOTING THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING SCALE: 3(4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdasigngroup.com AA #: 0003326 MO BTMI) /a E/OT . SILVERADO LOT #49 BLK #18 PROJECT# 04128.002-49181 MODEL. 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PAGE: DETAILS 150 MPHI%XP. B 111 7 DA 07/27/20 DC.%=: 1/4"=1'-0" 8*1rxT S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9)10d x 1 112" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)1Od x 1 1 /2" HOG NAILS, WOOD TO WOOD: SIMPSON H1 OA OR LGT2 W/ 1Od 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 2 718" 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 6 DESCRIPTION REMARK 0 (2) 2X8 BEAM SCHEDULE RMUM 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) fe W IZE H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING SB1 MASONRY 3000 8x8 (1) #5 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL B" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS `4MS`aSSIM SAFE LOAD - POUNDS PER LINEAR FOOT SAFPLF *--o— SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BUB W*a sew * 20 state sw4a some saw ssm "" sPet-w er>mw ssw ere® rest" TYPE LENGTH 8U8 8F8 RCARI TYPE LENGTH setr sear watt visa swtt wise ergo-tt ram w'wn W36-V sett seer sastr seer sd (42') PRECAST 2291 aft Vie m am Ma "12 M4M 9d (4z1 PRECAST 102E 1024 1ES8 S4 N21 PRECAST tea ==4 4804 M01e 7001 Sea 4ea sin ?w wN s0a Ilea tea no 35H 4e4 eft net lea N-r ( PRECAST 1SOB aM a7M aft 4w AM 70D1 81Or 44' (4Sn PRECAST 7W M1300 W-W (4a') PRECAST Mft sea a0e0 MM 4A0 as em am 4ea Mw Tar UN tea Ilea tea =tea efts 44a am M4''-C 54PRECAST 1WS lea MM 2M SM 4m aM am 4•a• (64ry PRECAST 6S2 Wi 1079 Y4Y (64� PRECAST iw aM e07 ale 40a 4n1 M( Mw 4m Me 7w an tea nea Iw 21140 2W 41110e 40411 4Ttf aM F4. (S1� PRECAST 1217 tea I4M Ion tea Ma m44w 644• (84'7 PRECAST 411 411 745 944• (S41 PRECAST tan I aft aM m4 eat 4w 1w 3w sea 707 lei tan Me aM mM aM 3M1 46112 F-1(r (70") PRECAST 1062 Ila 1173 taf aM 2M Sea Sin 5.10' (709 PRECAST 340 339 818 9.10• (70•) PRECAST m 1 as 310/ Ma 4133 lot as 4m 710 71M fta on Ia7 are 1 as 1 eta 3w 1 41a e-e Oe7 PRECAST SOS tee 217T 34M Mat 3757 4w eon Qd (7B� PRECAST S07 721 4S0 6d Mn PRECAST ea tea eat m lea JIM 34M eat sea o m 14a tee =0 gno mt mg r4 (�9 7N fat Ila aftt tea aft MM sea T4P (W) PRECAST 424 694 863 T4 Mn PRECAST 7n an am wit I7m aM ea w, am an 7n ta4 ssb I ME I us I mar I es S•�' 11 PRECAST ( w Ilea tea sea Sea a1N aft S4• (112') PRECAST 826 612 290 V4' (712') PRECAST 7w t M eat 211 OM m 1w 1W tea e4ee ea isle wM as =4 aft 10'4• (12n PRECAST 475 w w iw aft an eta aM IW-r (120) RECAST 254 401 100 19- (12n PRECAST m ae tta 14M I all ea 1w iw aN m1 4754 w Ila w2 eft 2m as ii'-4' (136� PRECAST 302 w oM lea tea ea Mn 4ea i1L• (19S') PRECAST 2b) 462 184 iTi• (13E� PRECAST ea ea Ian eat lift w w Iw tea Ma Mn 44w ea f Im tea fee" 21n 12'-0' (7M� PRECAST 887 Be m fat lea gift tea aft 12•-0• (144') PRECAST 244 402 137 12.4• (1441 PRECAST 4M 7a ea /1 tea eq m 1a4 Ila ale aM eft w so tea t fe mM 1Y-C i (� 4n 7w 1m 14m tea ale 2m ITW (1Sn PRECAST 217 324 110 IT-V (150� PRECAST w 4a 7M ea t Ism 471 ea Im lea Iw aft aft 4M m lift MI Iw 1410" (188� PRECAST 279 4M 7M tea Im Iw Mal aM 14.4' (1SB� PRECAST 206 293 100 1P4T (1SB') PRECAST w w Ta w t tm 442 7a tea tea IS? rw ae0 4a 717 tea t tea ( 76� PRE87RE88E0 u'-r t NR M M M M M Mt M wr (179 PMI N.R. 284 91 IV-r (178) PPErRESM Ewn.3 4a ww m m w t as I M 17aIV-W ea is fm "a no ant aHa (1841) PRESTRESSED N.R M M M M w w w I&W (18P) P N.R 259 63 1Yd' (184l PRF Ma m ea ea ea ea w Mt412 iwiT-4' TIO tea 77m NN m0 aM PRESTRE88ED N.R M M M M w w M (20S•) PRE N.R 104 84 1T4• (2M PREFr m aftea 406 eM 740 ea 7s I m(2� 147aM ea w w /m lea tea a171T-4• (23n FAD N.R M M NR M NR IWW (r PR6BiRE8SED N.R 148 52 IV-4- Mn PRESTRESSEDw m w 4a N7 w W at eo 7a19'-C ta7 m4a m ton 1w /Me nM PRESIRF EDRR140 M M M M M M M P1.4• ( ') N.R 126 42 21•4- (2E0') PRESTE88ED m4 anea eaZ7'-4'R6e9 340 ea w Till fw t4M 2S4T �9 PRESTRINED N.R 116 40 2T4' (2S4•) PRE m 70/ m mmeaae w 7M me teaM w22'4' (z 9 PRESTR688ED N.R w w M M w ate w 7a ton im t m w M4 w ea 4u w 4N ea w 34'4T ( PREBTIEBM N.R M M M M M ne N wo Mn PRESTRESSED N.R. 01 38 zP4• (2S8•) PREfITE88E0 toI w Me 4M Mw 7N as la m ea ea ea toe t (#) 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 VALUES TAKEN FROM SAFE LOAD TABLES' BY CASTCRETE MAY 2117E EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPEO:IFICATTONS - PROVIDE MMMNM M OF WMNO PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 160126.03 UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. 1 1 • I 1 1 1 1 1 1 1 1 8F16.1T/0M/0B 1 1 1 L----------w--�� LIFT BEAM PLAN SCALE: 114" = V-0" i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 I 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i t 1 1 R 1 � 1 1 I 1 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 • q J V T i ftftae PJusEll " as TAT SILVERADO LOT #49 BLK #18 PROJECT# 04128.002-49181 MODEIt 4EAB "1672— ARIAf1 GARAGE OWWO: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B D M 07/27/20 sCAi.E: 1/4"=1'- 0" aiIEET S 2 LAP FOR EACH #5 CORNER BARD BEAM COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK\�' 30" TYPICAL 7T #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 3l4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"XB" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 00 1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. rG\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �O REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST i#5 \-� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16' 5. SHOULD THE COURSE OF BOND BEAM IS OMITUBLE BOND TED AND A IDE WITH A LINTEL LIINTEL 5 PLACED.THE THE STEELOM BOND BEAM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1'M5 / A TOP OF THE LINTEL, 8" Q 6. UNTO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. 8x18 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM '\O EACH COURSE G 8x8 BOND BEAM TOP OF .Y; BOND BEAM F = FILLED W/ GROUT W/(1)#5 BARI-OND I\ �t\Q U =UNFILLED GROUT SOLID FRT P NOMINAL LINTEL TO TOP OOFOPENING WIDTH # OF #VS, IN 2ND BOND BEAM, IF FILLED BEAM COURSE SEE NOTEb.;16-1T/1 M/ B 8x8 PRE CAST CNOMINAL—�LINTELW/(1)#5HEIGHT #OF #5'S, TOP LENGTH OF BARMASONRY OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2BEAM DESIGNATION THAT XFXX-IT/1 M/OB INDICATES A DOUBLE BOND BEAM #OF#5-S, BOTTOM 8x8 PRE -CAST CSCALE: 3/4"=1'-0" AND XFXX- 1T/oM ee IND GATES A SINGLE BONG BEAM PLACED IN LINTEL LINTEL, W/O STEERIT ISTHIS ENGINEERS INTENTSCALE: TO PLAN FOR LOT AND %UJ(X- 1TI1M/OB INDICATES DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1T/OM/08 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM 00 MIN ENT I AT LOWER ELEVATION WINDOW 1l4) 83 FROM EACH END AND MIN 1-1/4" 95 BAR BENT AS SHOWN EMBEDMENT 2x6 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK PRE-CASTSIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 114") 8"SILL FROM EACH END AND 16' LOPE m O.C. MAX. MIN 1-1/4" R EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN UPPER AND LOWER SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING BOND BEAM #5 MIN. REQUIRED IN 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-14' MIN, 2-12d PER BLK, EA, END VCMUWAUL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW T CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 A 4 C 5 SCALE: 3/4"=1'-0" J SCALE:11/2"=1'-0" SCALE: 3/4"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. > I I SINGLE #5 CORNER A BAR, 30x30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF CEO Ro II / FILLED CELL BOND. BEAM U 8x8 CMU PIER W! SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR BE PLAN. II / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BONO.BEAM CHANGE LINTEL. CHANGEIN ELEVATION OF BOND BEAM G SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngmup.com " AA #: 0003325 I j LL. r-SUBDIM Ac LOT SILVERADO LOT #49 BLK #18 PROJECT# 0412 002-49181 MODEU 4EAB "1672- ARIA" GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2' HDG NAILS. CONCRETE TO WOOD FLOOR SIMPSON LTA2 WI (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON HiOA OR LGT2 WI 1 Od x 1 1/2' HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). B. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36.177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-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. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO 'yvj U U U BRACE TOP OF WALL. CJ1 CJ3 CJ5 lA N Nmm 1 i ATTIC ACCESS A3 �I I �I 0 1mill _1 8 7 � 1 1 0 it FRAMING PLAN SCALE: 1/4" = V-0" :1 1A .1 CJ5 CJ3 4 CJ1 ii at, 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 wwwAbdoeigngroup.com AA M: 0003325 F ? 1q S i Ila 44 aveD:v ae LOT: SILVERADO LOT #49 BLK #18 PROJFCTIM 04128.002-49181 MODMIa 4EAB "1672- ARIA" CiARAGa 8WING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B DMNT "I AT ." 07/27/20 aCALZ: 1/4"=1'-0" a8>oT s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROOFMALL/FLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(1) SIMPSON HETAi 6 TRUSS ANCHOR WITH (9) 10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH ROOFANALLIFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP 02 2" x 4", HTSM20 W/10 10d TO d x 1 NAILS TO TRUSS FASTENER SCHEDULE" x 1 }" NAILS TO 8" MAY ADDED TRUSS AND x 2 1/4" DEL STRAP, 1 EACH SIDE WRAPS UP AND DEL S , GI DE GIRDER. PROVIDE 5" W/ d NAILS. O W/ 10d NAILS, 2 ROWS, 3° HORS" TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", (16) 10d x 3 }" NAILS TO GIRDER AND EMBEDMENT. USED IN CONJUNCTION WITH ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER # 1800 UPLIFT (2) SIMPSON 8", 8" x N-0" MAY BE ADDED (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" HEAW 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 BLOCK WALL WN010d TO ADDITIONAL PLY MAX. TO 1x2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3SDS2S GIRDER TIEDOWN TRUSS AND (4) 1/4" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. WITH (4) k' x 5" TITEN HO TO CMU AND (12) SDS CONT POURED LINTEL 2x SECURED W/ (3)16d }"x 2 }" TO GIRDER GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1 x2 SECURED W/ 10d TRUSSES @ 24" O/C, 1x2, 2x WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) BOB }° x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) i6d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH -TA AND APPROVAL GALV. COMMON NAILS. (2) } x 5'TITEN HD TO CMU AND (18) SIDS}" x 3" 1x2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 1'O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LES, UTTO LES (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LES (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LES (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LES (2 PLY MIN.) 2" COVER & 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE 1a Ib 1c TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR CA 4=' GIRDER CONNECTOR(S) 2a 2b 2c A` :3°"`' 3 BCALE:3/4"=,'-0 GIRDER CONNECTOR(§) (2) 2X4 No,2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 69-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) W BRACE @ CENTER TO BLK W/ 1/2" DIA. (2)"X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE WI 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d'n (p EACH TRUSS TO BE INSTALLED � 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END NOT USED PRE-ENG TTRUSS SCALE: 3l4"=1'0 6 NOT USED 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH 114*0 HOLE EDGE-518" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 113 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>516' AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H1OA OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. V BTM. HOLE DIAMETER PLATE < 3/5'D DEL. STUD STUD NOTCHING NOT USED NOT USED ALTERNATE MATERIALS 1 1 8 AND BORING LIMITS SCALE: i 1/2"=V-0" 9 10 SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77445078 FAX: 407-7744078 www.abdesigngroup.00m AA 0: 0003325 a 0 sunDm ae U071 SILVERADO LOT #49 BLK #18 P1eoJECT/L 04128.002-49181 moDulu 4EAB "1672— ARIA" GARAGE 8TrMG: RIGHT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOODTRUSS SHEATHING SEAMS) (BLOCKING (TYP) Q 24' O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 7/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH?i. STRENGTH EPDXY 6" MIN. EMBED, AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 72d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) 7Od's Q EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG $ GABLE TRUSS @ CMU WALL SCALE: 314"=7O' 39- L441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774"8078 FAX: 407-774-4078 www.abdesigngmup.com L AA M: 0003325 ri BUDDIV & LOT SILVERADO LOT #49 BLK #18 PROJECT* 04128.002-49181 1[ODEL' 4EAB "1672-ARIA" GARAGE BWDM: RIGHT PAGE: DETAILS 150 MPH EXP. B BUDDIV & LOT SILVERADO LOT #49 BLK #18 PROJECT* 04128.002-49181 1[ODEL' 4EAB "1672-ARIA" GARAGE BWDM: RIGHT PAGE: DETAILS 150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER 0 24" O.C. BRACE W/ (3)12d @ EA. SECURED W/ SIMPSON H10A TRUSS (DIAG. BRACE TO COVER 6 TRUSSES) e. 2x SUB -BAND O'-0" TO 30'-0" (1) 7' BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2)"X" BRACE DIVIDED EQUALLY STIFFBACKATALL FROM CENTER TO ENO. UPRIGHTS OVER 4'-10"HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR \ SHEATHING \ FASTENER SCHEDULE" \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIArZE.INEEREDWOOD NECTION PER SEE ARCHITECTURALSS MFG. 2x SECURED W/ (3)16d OODSIDE VIEW GAL. COMMON NAILS. 4" O/C,1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12"O/C L SECURED W/ (2)12d's Q MASONRY BONO BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED � W/ HIP RETURN sDALE:34"=,'-0" �� VALLEY TRUSS CONNECTION 1 L creicure VL .rs 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdosigngroup.00m AA Y: 0003326 m 0 b 4 !;'A eUBDIV. ae I.OT: SILVERADO LOT #49 BLK #18 PROJECT# 04128.002-49181 MODOU 4EAB "1672- ARIA" GARAGE STaNG: RIGHT PAGE: DETAILS 150 MPH EXP. B 0 GABLE ENG ROOF WIND DESIGN PRESSURES NET(GROSS) C i ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= W-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT -- 0.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2" COX 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 0 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, 21/2" 0.120" 170,OW RING RINGS (16-20 SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.12D" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHING USE 1/2" COX OR 7/16" O.S.B. PLY WITH Ed RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Z Lu Z� f Vr W Z d q U y0 Z m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES C� W aJa J 2YZ Z y' LU 2 �j CD 0 Y 3 U W Z WU�� _ U H U n U) z SW �z � a TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS-� ROOF SHEATHING -� SEEM 2 -11 Sd RING SHANK GUN NAILS 6" O.C. IN FIELD ` C8d RING SHANK GUN NAILS 0 17' O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS R 12" 0.B.jTJ FIELD J\ 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: FBCR2017, 891 EDITION ACI 31.14, 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 CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO IS 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 psf 20 DST TOP CHORD -non-oonourrel8 10 PM BTM CHORD -non-mnourreM DEADLOAD DEAD LOAD 15 PST TOP CHORD 20 psi TOP CHORD Q PSI W/ ASPHALT SHINGLES) (10 psf wf No GYPCRETE) 10 psf BTM CHORD 5 psi BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 1 Opef BALCONY LIVE LOAD 80 psf STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD SPEED -150 MPH 3- SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY ILA LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10Pef, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20pef, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30ps1, BALCONIES (EXTERIOR) AND DECKS: 40ps1, GUARDS AND HANDRAILS: 200pSf. GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40W, SLEEPING ROOMS: 30pef, STAIRS: 40Pef SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIONI SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pef, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. IN CONCRETE SKALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE 80 $HALL BE 31P. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER W000. NON -BEARING WOOD WALLS TOP PLATES &STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS'SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FD= 1100 PSI AND A MODULUS OF PROVIDE6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LINDER NI 9U&SAN-GROUND WHERE INDICATED ON ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL SE DRAW NGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES SWILL BE RATED TO RETENTION LEVELS OF 0.25 PCP OF A BORATE PRESERVATIVE TREATMENT: DISOOIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCP FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER F8CR 2017. 8N EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE 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. 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 2' CHAIRS SPACED T-0' OC EACH WAY. REINFORCING STEEL REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS SPECIFICATIONS. DE 1 E S A DARDS AND S ECP CATIONS. 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 • 26" #6 BAR - 38' #5 BAR - 30" #7 BAR - 42" PROVIDE 38' x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, 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 WALL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE, DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY - MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Tm - 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SWILL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN, THE GROUT MIX SHALL HAVE A MAXIMUM 318" COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF S" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "W 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 SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. 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-iECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE REINFORCING. GEO-TECHNICAL ENGINEER'S REQUIREMENT9 SHALL SE RE-COAtD AND RETESTED AT THE LAP VERTICAL REBAR e 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 BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: BTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy - 46 ksl. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B. TYPE E OR S. Fy = 35 ksl. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE COLUMNS SMALL BE CONCRETE -FILLED IN THE SHOP, 3.000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONCRETE PLACEMBJT. CONCRETE SLUMP SHALL NOT EXCEED SN-PRDRTO THE ADDITION OF PLASTICIZER 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 COMPLYNTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MIXING, TRANSPORTING,ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL.J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIMESTAMPED WEN 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 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER RESAR SHALL BE AS FOLLOWS: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS),. B. FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER i-1Q"FOR 45 AND SMALLER 2' FOR 06 AND ORDER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4" FOR SLABS, WALLS AND JOISTS 14Z FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TES, STIRRUPS 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 'TPI(WTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALa+LATE-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 ASSA-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL 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 LICENSED PROFESSIONAL ENGINEER. 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 PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WINO 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 APPLICATION SIZE TYPE SPACHG REwIWS -I.- TYPE I9PALN0 REMMICi 1-TFIIRRINGTO NMRONRYIWNC. CASEHARDENED- .111 1-TOMARCNRYIOONC. G-GEDOORMCK 1I4"Dw. ASHER TAPCON MASONRY FASTENER SO/L 11R EMBED., 1"END OISi., I-EDGEDIST. SGD, AL EXr. DOOtt9 ..E. E.- S"O/C WxJpOWAXK)R/FPSTENEO GARAGE DODR BUCK 1D'DN. W/ E%-14.1 J80LT x1"OIL YEMBEO., I"END DIST., ix PT, BEE NOTES NAIL 11Yx" ., STAGGERED INTO MASONRY�DNC. TO MABCNRyq D WASHER SEDGE DIET, WMDOW DUCK LABS HARDENED COL B'OIC Wm00wI000R/ FASTENED METALSTMPTO CONTACT THIS ENGINEER FOR SPACING 1. PT, SEE NDTfB NAIL 11Yf'LCNG. STAGGERED INTOMABONRYICGNL. MASONRYICONC. REQUIREMENTS EXT.SYIBi0000n BUCK 2a PTSEENOTEO (2)B11BOU NO WARNER 'TAPCOK FASTI£R t0 dL I - EMBED, SEND. DIST., 1- EDGE DIET. NONBEARBIG WOOD WALL TO CONC. STAB 1? E%PANSKIN 1-EIABED.1'EIO WI WASHER BOLT O.t DIST.. EDGE GIST. x%PTWwDOW BUCK G.13M PAFxxiK' A'Q'L FEND. OgT.,11? PT TO STEEL COL., SEE 1yI WASHER STAGGERED EDGE GIST. NOTES 1. STAAPPLES 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 HILT( 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 NQA OR THE SPACING DETAILED ABOVE e. 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. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. IL 1441 N. RONALD REAGAN B LONGWOOD, FL32750 PH: 407-774-6078 • N y1 D a v IEtYBDM ae LOTSILVERADO LOT #49 BLK #18 ROJECT 04128.00 -49181 MODEU 4EAB 1f1672-ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH fV. B PpttNT DA7Z, 07/27/20 SCALE: 1/4"=1'-0" g S NZ TYP. 314" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS t- qw or