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Home My WebLink About35574 Stella Vast Dr0 11072-4EAB--ARIA HONKS 12602 TELECOM [DRIVE, TAMPA, FL 33637 Tel. (813) 740-9720 Fax: (813) 740-9715 L� y�1YH 'PREVAI�'�NG Au -WORK SH��Oa;�� C,O®E, ODES FLOktS3�au1LT}1NG C TIO- ESE ®f 2EpHYRH1L1-S OR �U� � 0 lut v of Zip S� ptA • 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 .FLO=A MMMM COW CH EDUM (2017) •Alb LDQ�1I. AM ST�Ts .00CUPANCY :CONSTRUCTION TYPE Dil&RIOR FINISH -BASIC WIND SPEED 'WO • 1-STORY RESIDENCE '2-STORY RESIDENCE . o� - RESIDOMA4 GROUP R3 - VB - CLASS B - VDlt=150 MPH Vasd=116 MPH _ B - MAX. HEIGHT AS PER WCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING A�. ADJUSTABLEM.C. AMP AMPERA°E BD CBOARD L� CAN. CABINET CLP- CLEAR CLR CLEAR CoxC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DOUR DO. DOUBLE oa: DI DUAL GLAZED DI DIs�`ON AL DP. DEEP DR DOOR D.S. DOWNSPOUT DTL. DETAIL EA EACH FIX ELEVATION EEXI EXHAUST EXT.EXTERIOR XTE ass F.G. FUEL GAS FIN. FINISH FL R FLOOR FLUOR FLUORESCENT FR. 00�D GA. GAUGE GAR. DISP. GARBAGE DISPOSAL, O.F.I. GROUNDTAULT CIRCUIT INTERRUPTER GL. BASS GYP. BD. GYPSUM BOARD HB. ROSE BIB NLR H�FRcoRE INSUOR L H` INS�TION INT.INTERIOR LAV. LUM. "� MT MIL. N.T.S. O.C. PL P.B. PH. ILL. PR. PT. R. RA.G. PIT. RM, R.O. S.C. sH SFfCFYG. SIW ` SL. SL.GL. SID. Sws TEMP. I K T.O.C. T.O.P. T.O.S. TYP. U.N.O. V. WD WOW. wg iWROUG LAVATORY LUMINOUS T MNJJ'"D"L METAL THRESHOLD METAL NOT TOSCALE ON CENTER PROPERTY LINE PUSH PHONE PLATE PLYWOOD PPa�URETRFATED RISER � RETURNAIRGRILL REFRIGERATOR ROOM ROUGHOPE141M DR SMOKE SINGLEHUNG SHATHING SHOWER SLIDING SLIDING GLASS STANDARD sIIFAR WALL TEc�MP�G� THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR HPftOOF WITH W OOD WINDOW ]RINTERPRETATION ON DATE DESL'REMON OUOBIIB GD,S �BSUED ARCHITECTURAL SHEET DESCRIPTION � ®n For- [IPDATE PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG M1-MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAi-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 OVM6 CV6 RE-I8WED crone FOOTING REVISION PER M. ®GLUES 01/ClA9 PLAN MAINTENANCE REVISED LINTEL SIZE AT FRONT ENTRY DOOR 064M ADDED LED LWM • KITCHEN A BATHROaS PER MARK BOMB OlA1/19 ADDED STONE OPTION t] EVATION6 (.' 1 D' IW3ft ADDED OK. W-010EILW.Mrxr ob1oI2O REF ACE USP CO MCTORS UT14 "UN N COMECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4076 SQ.I''T. (•AI,C.'S LIVMG I6'12 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 50. FT. LANAI 96 So. FT. TOTAL 2238 SQ. FT. STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR OF THE CONTRACT DOCUMENTS. IF ANY ASPECT of THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN ORDER NEED N IN TOOB FUR1 Mg PROJECT OR BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CIARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFY9 IN WRTPTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYe HAVE HID;N GENERATED FOR UNCLEAR ASPECTS OF THE ONSIRUCTION BASED ON THE DRAWING SET. i441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-77Z6ZS FAX 407-7744078 www.abdes4Mgroup.com I AA#: 0003325 >F � 11TH I . A stmDIV. Z LOT SILVERADO LOT 8 BLK 19 04M128 0 08191 MODEL.• 4EAB "1672-ARIA" GARAGE sTIWG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B AN NO DATE, 04/06/21371 SCALE: 1/4"=1'-O" 8*=ET C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 61h 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. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT), 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 CLEAR OF GRANULAR FILL. PLACE IN 8' THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SWILL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED, OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION 11302.5.2: 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 OWMETALLIC 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 %s-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN CINCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF Y- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT 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 TILER 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 ROOFMALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SO. PL.IMBItNi 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 N.- PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL t»OVERIi08 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FWISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, TIT THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CID63 -11A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. R302.7. 1. EXTERIOR CEILING TO BE 112' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE'W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. IA41 N. RONALD REAGAN Bl LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdosigogroup.com 1 AA #: 0003325 4 i p S. atmDly ae SILVERADO LOT 8 BLK 19 PIISOJEC.r# 04128.002 08191 MODEL 4EAB "1672- ARIA" GARAGE awIMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B MAPR 2 2 No W723 nA 04/06/20 ff 1/4"=1'-O"N (2) 3052-SW (2) 3052-SW Fr-QPAA — o'o 0 0 • 11 m a wo o wo � ,,. 1/ �m a •• o 0 �—m a . LE w ❑ LAJ s _ o ' o i6 i al�llo o'I��gp1'o olUFo' 01ol10 C :`3�r�" unun�rni C/J�1liL/17L/it SQ.FT. CALL. S LIYFiG IS,2 SCL ]]F GARAGE 432 SQ. ENTRY 38 SQ. LANAI 9S SQ. TOTAL 2238 BGi 001lOIBR MD C1/001q EID LOJ1D8 R==EWOl ERM3BECpDam ale N071M?E mwm FL01 DONE TallHl/DIMNq IBINIa MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 5 24/-31 DR MIN. CRITERIA BAD. MIN. 41 5 23/-2S CRITERIA I6010 O.MMD. 112 5 2CA/-22.1 BASIC WIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=D, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR BTH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OCNIHOLDAEWIN Ir DBL TOP PLATE 0 �n BAR DETAIL A SCALE: N/2'.1'-®• e 9 DIM. VARIES ARCH DTL. B SCALE.1/2 . I'-0' 2`-B• FLOOR PLAN SCALE: 1/4' . I'-C' NOTE: -2-8 LOUV. DOOR ILV AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLMJM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIWESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMJTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 .4 N q Y Z O a j J N W E 00 BUSDIOL & I.OT SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 MODElr 4EAB "1672-ARIA" GARAGE BVIMC : RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B ATEr 04/06/20 BCAxm 1/4"=1'-O" Bk=wr Al SHINGLE MCORATIVE Mill �1■� MErill1111 1Nmill " -- FRONT S'-S' BRG. HGT.4, 0'-0' FIN. FLR OFF RIDGE VENT ./-IS'-S' BLDG. HCsT. SHINGLE ROOF b' RAISED BAND 4' RAISED BAND 4REAOFArnC 2235 SQ FT. VET FREE VENTILATION AREA REQUIRED = 1/3m 1EOUIRED VENTILATION AREA 2m /3m = 7.45 iENTHA nON AREA X SIX INCHES PER FT. (144) _ Wn.8 SQ IN, YIN. REQUIREDVENTILATION .5X was N UPPER PORTION OF ATTIC - SWA SO, IN. OFF RIDGEVENELATION AREA US SO, IN. PER VENT 536.4 /115 TOTAL k OF VENTS REQUIRED 4.6643.5 TOTAL B OF VENTS PROVIDED = 5 'AREA OF ArnC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) •8' BIiLs. HGT. 8'-S' Bld's. HGT. BRG. HGT.� - II LIGHT ,r1 TTF'. I I II -0' FIN. FLR 0'-O' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT EijiL7 PjL am NO REAR ELEVATION SCALE: 1/4 . P-O' TEXTURED FINISH o9'-6' BR'. HGT. v � v 0'-0' FIN. FLR LEFT ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-774-8078 FAX 407-7744078 wwwabdesigngroup.com AA IT: 0003325 i BsQ� a Q Q 8tMDIV. Se LOT SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 MODZU 4EAB "1672-ARI9' GARAGE 9ITMG: RIGHT PAGE: ELEVATION "C" 150 MPH EXP. B ELECTRICAL LECsEND SYMBOL. DEFINITION NOTES OW OUTLET W AP MALE POLE NOV OUTLET �L 1vy �T 1!) Q QIII.ET CAI® —101 TO ENTOI 4DW4 EOV CUTLET NTlEON'®ISTMaRwSD PAIL RPIER RM'IF!R RMR 7TFE) 220v OUTLET (4) WM cowmeaTi01/ 1�Ma wATeR'RDOF OUTLET GROUND FAULT NTlRRIF'IER SWITCH SWITCH 3-IUAY OPER 64 010"104 4-11AY CPER Fo 194LL MOUNTED LISHT C'ELING I — © LED CLG LAW LED VAPOR ©vp PROP LISHT @ Vp VAFOR F FOOP LIINW @ RECEaaEO CAN eVOW. PAN ION, Plat am FT. VTNT. PIN NULIOMT I OTT PmSO, TT. v FD(nA! (IIFKIS lED T OT 243" L0 WRAF ® AR OLMO (IaECEaa®) FLUORESCENT 2•WILD RRAP � �� rSUIltACE MVfJ 2' M,W01Eecont 4' N.IIAEeCER p N TRICK LIMY O PANEL METER • SD. arlDm wrocrom "U-mo`w- eE.NeaoNes 1�1 IJ WALL MOUNTED w'IGf� DETEcrom mTi �'^• •r wimagBlM ®aim A Comw GON'� Teo SNAIL M A DISTANCE OF NOT LNG THEM w PROM MALL FLSDANT LIGHT L}� NATURAL GAS OUTLET ► TELEPHONE JACK ION WATER , MILEIJLB! Ae� °K DNco».DT M AW ON I-Q TELEVISION JACK O J43M CELNO BUNT TO BE NIlTCRI® N IOCGIO4ICE E am PIANIGID AS SUCH FOR CE BOX REQUIRED TO BE surromw IN R411A.ISHT ACCORDANCE W BO( MAR® AS INCH FOR p�pp 24• NC4moRecoaT Lumn STRP �m %' INCANDESCENT LIDHT ~ nnnnonnnn M, LOW OTRP IRLOD L1e1W — OPT. SECURITY IIETTAD • PJA 1'11eH-BUTTON NqR cwrw IIaO PORE • LOCATION OF TV JACKS 4 FMONE OUTLETS 4 FANS TO BE VERIFIED a HOPEOe4ER PIE-CCN671tlIGTIoN MEETING. • ALL 0 4 20 AMP BRANCH CIRCUITS TO ES ARC PAIL? PROTECTED PER ELECTRICAL PROVISIONS OF � &TH EDITTOI r2e1'T)1 NFG 21gD 2a4 ®WTON. • 20 AMP DEDICATED LAUNDRY CIRCUIT, • dR a ISLAND (NOT ON KrIC EN CIRCUIT) • DNINWAS ISR DISOOMECT TO BE LOCKOUT N PANEL • OATHROM E)OLAUST PAN TO HAVE MN CAPACITY OF a0 cm WM"TTBIT PER ELECTRICAL P ROVMIONO OF SECTION FI10013 A �. • LAUDIRY ROOM RECEPTACIF S4LALL (AE GROUND FAULT C30CM-EWER WA-MM FRDTCCTKH FOR PERSONNEL ON PWDERM • WIRING M TWOO SMALL BE NOW FITALLIC CABLE PER ELNCTRICN. PROVOICI NS OF FBCIR ATH Z2GIlM2 • ALL WOW TO COMPLY SON ELECTRICAL PROVISION & OF TIE R&M •TH ED (]011 AL - JtlY BwICIPNt TTEE FER Pisa ENERISY • Tea oa LYJ,ITND F4IST R @FONMEMMAI ENERGY ELECTRICAL PLAN SCALEI 1/4' a 1'-0' COAAC 4 LIGHT •ITER FIELD 'ERIFY LOC. WP Panel MAIN -A PANEL: 8/16wp alb—k9( VOLTAGE: 120/24OV-1Pn MAN: 150Amp MC.B FEEDER391 CUTH N&1-46Cu(G)In1 UYC. OR 3N20ALTHAN&1-ftCu(G)m110C. was PeN sr w— aN1M aml wm Rp P.N w11a M2 1 ID Swab RGc GFib TIIG iS10 1 2 02 2 ID hWm PG 1m0 1 9 6 e M9D GD:1 1 2 MO 6P'c• T a PANEL -A PANEL 42 at bmakw VOLTAGE: 120/24OV-iPn WAIN: 150 Amp N.LO. FEEDER: 3N7 Cu TFNYM & 1-AI6 CU (G)In 110 G. OR 34WAL THAN & 1-N6 Cu(G) in 1 IC C. wtw P- or wm aFaM amM war am u.l v POM W" dig 1 ID tlnr 190b 1 2 BOm Ibq ID 2 q •12 1 ID L6n.a.wlFload GFl 11m 3 4 M2 1 ID anW Appll.r. ism a a .sm wtsa way m 2 M0 at2 1 w Imo T 9 dt2 1 ID R.o Ka fEm a 10 INM GFi ID 1 M2 M2 1 ID Bab GF1 I m 11 12 15m atbiulla GFT ID 1 M2 M2 1 M Fqa/UNIT AFCI I= 13 H Sm0 Oyi GN w 2 MO Ml 1 16 GnN Rmm, Lw d p Akl _ im 16 14 17 19 1a00 OFl ID t M2 Ml 1 16 60d M- 4m 19 m ISM Cia GFI ID 1 M2 M2 1 ID B.4 a2Lq/9wh i3A2T 1ID0 21 22 1200 /EYwb WE wAFa X 1 M2 ID w 900 11.nd. AFa 16 1 Ml ID ID N0 Ow✓a Balv.vn AFGI 16 1 Ml D 20 tmN aaa NIw w m 1 M2 ID >o ims rnaat ID 1 M2 91 m a 9r 9s n 9e N IS z ss Alc Alast 61NAa B9fi MID 9B w It 42 6Tac• IOW Mbdembtl hmGcAclWim./Im 15Am 22Tm Lm0 tt•GlnaM setacwmYbwllM ache a ABBREVIATIONS: ARtl: ARC FAULTCICIIR NTEilRIPlEit NC: NITiCOMa TL W1: GRaIIDFAULTNTERRUVTER Tao btl aiq.0 roamm4 hmr 4s1m ' Fey l9mOwGlba100d 100m wVlc alO)i 19N0 Tml AA:I..tl aa14 t0%bfAv LOAD CALCULATION IS BASED ON AIC NONCO IODENT LOAD Tad Connectatl la4 Wtm 9IDW TNa /N0 RACY Gan./al Lightim & 1. Load Tao AIC F•tt I Camiw UCE R.e9 W/ .R 5016 IEIIW i at65vwu NM100% M Tool lTnwcl U & P.o 5081 Ckbp Total wetly o111aw Us a 8.e Fwr A 8 635 5081 LED LIGHTING @ DOUBLE LAV. OIWEWS BATH 150 AMP ELECTRICAL R15ER NOT TO acALE. GENERAL NOTm A ELECTRICAL MATERIALS AND NSTALLA.TIONI& SHALL CL/•PLY WITH ELECTRICAL PROVISION& OF THE FBCR 6W F.DlTI@LL1 DnJ LOCAL CODES AD ALL LOCAL POWER COMPANY REGUIREPIE TB. M ALL CONDUCTORS SMALL IM TYPE TNNHN/TFIM UNLESS NOTED OT ERWSE POSER CCI•PAI TRN48FOINIM PROVIDE 00 AMP, 00/240 VOLT, 1 PHASE SECONOAFM ELECTRICAL BERVIC! PROVIDE 3'1 COPPER (CU) N 144" CIA SCFEDILE M PVC CONDUIT OR PROVIDE 3 •2/0 ALJI'INN9 (AL) N 2" DIA 604EDlLE SO PVC CONDUIT UNLESS SERVICE IS PROVIDED DY THE ELECTRIC COf•IPANY. COORDINATE WITH TLE ELECTRIC COMPANY PRIOR TO 00. LED LIGHTING @ SINGLE LAV. • BATH 4 PROVIDE 3VW CU THIN • F4 CU N 2' CONDUIT OR 3 L, %W ATHIN IN 1% CU 2• CONDUlt (CONDIT TO 1ERMNATE ABOVE SOFFIT a OVERNAW-) COI'ElML1T. SERVICE DISCONNECT SYATCM AND M ELECTRIC METER N N MA 3R ENCLOSURE IBOARP MCA TELEPFIOFE SERVICE ENTRANCE Emp"ENT INTERSYSTEM BONLTNG TERMINAL AT LOW VOLTAGE CONNECTIONS B0 AMP W40 VOL I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EAURRoE NT 1 a4 CU SERVICE C44OLID CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE EMM A.W EDITION (20n) 5/0" DIA X S FT LOW. COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-774.4078 www.abdesigngroup.com AA B: 0003325 A L W iTLS Cat zn Z J J aD is'i O a- a- � � Z Y B tl W�1 ounDiv. at LOT SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 MODEIc 4EAB "1672-ARIA" GARAGE 9711INO: RIGHT 1 PAGE: ELECTRICAL PLAN 150 MPH EXP. B DATIE04/06/20SCAL1'-0"BHEE I II I II I II I I 1 I I I I I I li • e "v O I O I I h I� I � u I I I I • m �n II I I III III III AV. II WC, II Ll--- - 36'xb0' /,X i ��i ii I .I i I OND I ° 1 PLUMBING PLAN SCALE: 1/4 ° I'-0' 2' V.TR I \mac. I in, AUTO VENT I ) 2' V.TP- I 2. �—IIn' r �1In' ' I TUB A I I I LAV I . 4 In' 2. I WC I 1 1/2. 3' UASNERI I ' I LAV. LAV• I 3 OHM TO GA. MAIN s PLUMBING RISER 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwabdesigngroupcom AA #: 0003325 T IIoI 6 swan►, ae LOT: SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 1[oDE1: 4EAB "1672-ARI9' GARAGE 8'VfMG: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DAATE 04/06/20 sCALm 1/4"=1'-O" sHZmT P1 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED N NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 67I4 EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 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 MET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALv. METAL OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (20T1) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALL$ SMALL 14AVE AN APPROVED FIRE OR FIIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2041) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK BALANCING. DAMPER OR OBD O CEILING EXHAUST FAN CEILNG EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMIO''TAT m PASS-THRU AIR GRILL NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION. NOTE ----� 12" Z6. ALL HVAC TO HAVE PROPER — KITCHEN PANS WI/ DRAINS SECURE STRAP TO CONG CONDENSER ATTIC W/ (2)-3/16W' TAPCONS SIMPSON WB ROLL STRAP --- - OR EQUAL �, I F/L i i 1 1 CEILING O O EXTERIOR WALL 1ox6 n BATH PLENUM t 1 AIR RETURN SECURE STRAP TO UNIT Wl/ (2) 3 ------ 10X6 I 4' CONCRETE BLAB ASXI V4' SHT. MTL. SCREWS — I I SUCTION AND LIQUID O AIR SUPPLY 1 REFRIGERANT LINES CONDENSER UNIT — - I AIR HANDLER CONNECTION TO PAD - le. EXTERIOR WALL 11 1 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. ORAN 3/4' DIA. 6• III 4' OVER HEAD 0 *'FROM STRUCTURE -- EVAP. TRAY y PVC SLEEVE t0 LINES BELOW SLAB III D � :1 T REFRIGERANT LNES TO III '- -" 1® PLATFORM RETURN C0NDENONG UNIT -- — 4' TRAP DRAIN LINE AND TERMINATE L 4' DRYER IN AN APROVED DRAIN, AS PER V.TUi _ _ _ _ _ I 5' O FBCR 6TH EDITION (2011) F I o I MECHANICAL BLDG. CODE i SECTION 3012A � I I L J HVAC DRAINSF o ® 1. SX4 II II II - - - - - - la GARAGg FOI'E� SCORIATED NICKEL 04RONZE FL. PL. FIN. FLOOR OR WALL COlA1TER&AJC CO. PLUG 12X8 I — — — I 6' BDRMJ —SEE SPEC. BRASS PLUG PITTING OR OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM BOOM INSIDE SERIES NICKEL BRASS TOP CAULK P.v.0 OPTI/SPEC (I)FLOOR SLAB CLEAN —OUT (TYimP.) FIN. GRADE OR PAVNG P-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYY ) MECHANICAL PLAN SCALE: 1/4 . F-0' 1441 N. RONALD NEAGAN BLVD LONGWOOD, FL 32750 PH: 407-774607E FAX: 407-774407E www.abdesWAgroup.com M 8: 0003325 14 rn R • D o cz N s c o i i sysDrv. a LOT SILVERADO LOT 8 BLK 19 PRon=T#I 04128.002 08191 1[ODEL• 4EAB "1672-ARIA" GAN.&CM 81rMG: RIGHT PAGIC: MECHANICAL PLAN 150 MPH EXP. B PR 1 D TZ 04/06/20 scALE: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PRE-FAB TRIJBS I/!' QX. BOARD 7 I/2- DRYWALL ��. Tv - SECURE ST. — K ATE TO SLAB W/ 10d MASONRY NAIL • .S2' OG. MAX FN1 FLR 2X4 WOOD STUDS 024' O.G. PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' 01C. (a:)TYP. INT. WALL (NON-BRG.) D' SCALE. 3/4'"I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RSM.0 ON I}• O.S.B.SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1'_0• TYR 0.14. eau u�R L• Fx ela.� Iae er w as a• mr.a �o. aoco Sur 2 GAS LINE THRU BIDCK ec.u. IR'N4 AFF" G} _ _. OKv. 07� Eby on M DOOR APPROVAL REO. my tsarL TII.ecic FRL eY anals FAMNIM TO mom TRACK DM*Clm S uv PROW= APPROVAL IIM s GARAGE DOOR JAMBS D1 SCALE: 11/2'.1'-0' FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRU86ES OVER 030 FELT PAPER OR PER STRUCTURAL DETAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, OVER 030 FELT PAPER INSTALLED PER SECTION FIBERGLASS SIINGLES OR SYNTHETIC RBM.0 ON a' O.SB. OVER W FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR }' COX SYNTHETIC PRODUCT, PER SECTION RS0511 PLYWOOD SECURED PER METALLED PER SECTION ON O.S.B. SHEATHING FASTENER SC RW511 ON ohm HEDULE STIFFBACK AT ALL UPR*I-ITS SHEATHING OR I' CDX 5/8' GYPBU'T BOARD OR 3' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER FASTENER SCHEDULE �OR 1/2' HKAH I'-0' I'-®' STRENGTH CLG. FASTENER SCHEDULE TYP PRE-ENG WD. TRUSS TYR MTL DRIP EDGE BOARD FENCE MTL. DRIP EDGE 034. 0A. STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS MDR PRE- TRUSS CONT. 2x RAT RN SECURED PER INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FOR'7S FOR PER ELEVATION MTL. DRIP EDGE PRE-ENCs. GABLE ?BUSS INSULATION R-VALUES PRE-' GABLE TRUSS 2x FASCIA PER WEEP SCREED 4,PER ELEVATION WEEP SCREED ELEVATIONS 5/S' GYPSUMBOARD OR 1/2' 2x P.T. SECURED ER R-4.1 INSULATION STRUCTURAL ETA LS STRUCTURAL DER 2x P.T. SECURED TAILS VENTED SOFFIT HIGH STRENGTH GLG. BOARD WNNDCW ATTACHMENT AS PER MANUFACTURES �1 SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O:C. 1/2' T141M 2 COAT PORTLAND g: cm CEMENT PLASTER APPLIED 1/2, GYP. u - BD. DIRECTLY TO MASONRY WOOD BASE 0'-0' FIN. FLRj 0'-0' FIN. FLR � ae ..a a n W/ WINDOW OPENINGTYR WALL SECTION NO OPENING NOE: PER SECTION W5.1.1 - FOR ROOF TO LESS THAN 4-12, A (1)1-STORY HIP BLOCK WALL si LALOPES ERLAYMENT SYSTEM D1 SCALE: 3/4'.r-0' IS REOUIIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 48613 TYPE IV, OR ASTM D 6151 V2' THICK, 2 COATS-- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FN•L FLR a d e S' Cm ' v 4 n W/ WINDOW OPENING n R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL -Ix2 P.T. FURRING STRPS • 24' Or- 1/2' GYP. ILL. BD. WOOD BASE 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 0'-0' w FLR A. B TYP. WALL SECTION NO OPENING (I)1-STORY GABLE BLOCK WALL D 1 SCALE: 3/4'.I'-D' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77448078 FAX 407-7744078 wwwabdesigngroup.com AA 8: 0003326 h W II a J I 40 la 4 C SU19DIV. & LOT SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 MODEL: 4EAB "1672-ARIA" GARAGE SWUM: RIGHT PAGE: DETAILS 150 MPH EXP. B ol NO I) = 04/06/20 SCALE 1/4"=1'-O" 9*== D1 SEGUE 2.4 ON RAT TO WX W CUT NAM. 61DE8 2XS GARAGE DOOR C11CK eV ro) IE V1 W' A -COLTS 4' EMBEDMENT MIK 6I 27O9di Y At"F AND NIT SPACED EVERY Ne0T7 I°LOOR TO GARAGE DOOR MDR N JOINTS, PRIOR TO FILLING. 1-2Xi PT CLOCK • CENTER OF DOOR MEADER awvi w J-COLTS 4' EMBEDMENT SV 2-,al-V UAEbER AND NUT. ® �AN°`Eu °' ANCE ro I Is r MI~ACTUE" NSTALLATWN NSTRUCTIOW WERE SUCH N81111=10M ARE MIDIS STRINGENT GARAGE DOOR l'\BUCK ATTACHMENT �c4u. w••r.�• 5' cm 31, DRYWALL I•X4' OR 00' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND i Y4 INTO BLOCK a W/ IJ(r' TAPCONS MML SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-4. WITHIN B' OF EACH END t IB' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK " SCALE: +3/4 OR +5/4 wD E TON.TS. BLACK +3/4 OR +5/4 2X4:m SECURE TO BLOCK W/ Vo- TAPCONS OR (MIN. SHANK SIZE .145 MINI HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END ! IS' Or- MAX SPACING. 2X6:® SECURE TO BLOCK W/!-V TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t g• C'&J 18' O.C. MAX SPACING. JS• DRYWALL 248:mo ❑ I'X4' OR 170' P.T. NAILER SECURE TO BLOCK W/U-irT,' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8' OF EACH END ! MANUFACTURES DETAILS. IW O,C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1/2 iB VED TO BLACK +1 -1/2" E: MTS. 2X4m SECURE TO BLOCK Ulf IJ(t' TAPO" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN B' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Va' NON-STRUCTURAL TAPC0NO TAPCON MIN. I-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 . CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN 8' OF EACH END 4 0' O.G. MAX SPACI NG. OR DO' P.T. NAILER 2X8:mo El'X4. SECURE TO BLOCK W/U-V %. O.S.B. X 4' MINI TAPCONS MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8. OF EACH END 4 MMIFACTURES DETAILS. 18' O.C. MAX SPACING, NOTE: 844IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-15/18" WINDOW TO BLACK +1-15 8" C SCALE: KTS. 2X4.m SECURE TO BLOCK W/ Vo' TAPCONS (MR SHANK SIZE J45 MIN. HEAD SIZE 300 MU. EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' 0rC MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/U-V NON-STRUCTURAL �{a' TAPOONS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIR EMBEDMENT I Y49 8• a'Al WITHIN W OF EACH END 4 JS' DRYWALL 18' OG. MAX SPACING. 2XSm I'X4. OR 1'X2J' P.T. NAILER SECURE TO BLOCK W2-%, CASING TAPOONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN V OF EAC! END ! MANFACTURES DETAILS. 18' O.C. MAX SPACING, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +2 1 4" D WINDOW TO BLACK +2 1 4" ar 9GALE: N.TA. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' EACa END .1 NOTE:. STRUCTURAL 2X NOTE, IB' OIC, MAX 9PACING, BE ON OUTSIDE t 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%.NON-STRUCTURAL V TAPOONS TAPCON MIN. 1 Y4' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 30041MANUFACTURES ' Ch1V MIN. EMBEDMENT I Y4)i' DRYWALL WITHIN W OF EACa END'X4' OR I'X2' P.T. NAILER 10' Or, MAX SPACING. 2X8m SECURE TO BLOCK UY2 TAPCONSDOOR CASING MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y49OOR JAMB OR WINDOW WITHIN B' OF EACH ENDTTACH TO 2X PER IB' or_ MAX SPACING. DETAILS. uo:r � r:ap ro ruew ire mo rax os®X•i DOOR JAMB TO BLOCK +3" E w 70 BLOCK +" E: N.T.S. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 )1) WITHIN W OF EACH END t NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6m SECURED THROUGH SECURE TO BLOCK =-%* NON-STRUCTURAL 116' TAPC4XN5(MRI SHANK SIZE TAPCON MIN. I Yi .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8. GNU WITHIN S' OF EACH END t Ji' DRYWALL 18' OG, MAX SPACING. 2XB:® I A4' OR 00' P.T. NAILER SECURE TO BLOCK W/Z-i(r,' 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE4:R=04 STRUCTURAL MEMBER ,µ5 W/(2A2d WITHIN 8' OF EACH MIN. HEAD SIZE 300 t 6' TO 8' OZ. MAX MIN. EMBEDMENT I Y4) CASING WT14IN 8' OF EACH END t JAMB OR WINDOW IB' O.C. MAX SPACING. TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3" nSCALE: N.TA. w TO BLACK +3" ' 2X4m SECURE TO BLOCK WA,' TAPCONS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT 1 Y4) NOTE: STRUCTURAL 2X WITHIN 8. OF EACH END t MUST BE ON OUTSIDE 4 IW AC. MAX SPACING. SECURED THROUGH 2X6m NON-STRUCTURAL '1GA' SECURE TO 13LOCK WA-114' TAPCON MIN. IA ' TAPC 0NSIMK SHANK SIZE EMBEDMENT INTO BLOCK. J45 MIN. HEAD SIZE 300 ' Cm MIK EMBEDMENT I Y4) ' DRYWALL WITHIN 8' OF EACH END t IV O.G. MAX SPACING 'X4' OR I'X2' P.T. NAILER 2X8m SECURE TO BLOCK WA-1/4' 7(6' O.S.B. X 4• MIK TAPCONS (MR SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V)DOOR JAMB OR WINDOW WITHIN W OF EACH END t ATTACH TO 2X PER 18' O.G. MAX SPACING. -MANUFACTURES DETAILS. xam «., r mom n n,.s � roo xw oc�x•, DOOR JAMB TO BLACK +3-7/16" G wDdDOw TO BLACK +3-7/18" SCALE: KTS. 2X4:m SECURE TO BLOCK W/Y4 TAPCONS (MIN. SWANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN e. OF EACH END ! NOTE: STRUCTURAL 2X 18' Or- MAX SPACING. MUST BE ON OUTSIDE ! 2X6m SECURED THROUGH SECURE TO BLOCK WA-114- NON-STRUCTURAL. TAPCONIB TAPCON MIN. 1-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IY4) 8' CM WITHIN 8' OF EACH END t Ji' DRYWALL 18. OD• MAX °A''CING• ❑ I'X4' OR IW' P.T. NAILER 2X8m SECURE TO BLOCK W/I-1/4' P.T. X 4' MIN. TAPCONS CAS G MIN. SHANK SIZE J45 7 MIN. HEAD SIZE 300 MR EMBEDMENT I Y49 DOOR JAMB OR U440M WITHIN 8. OF EACH END t TTACN TO 2X PER 18' O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4" iv1 wDmow TO BLOCK +3 3/4' as SCALE: N.T.S. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesWigroup.com L AA t. 0003325 J A % x I A i �HiLj T 10 suxwrv. Ae LUD7'. SILVERADO LOT 8 BLK 19 PitoizcT#I 04128.002 08191 3MODMIA 4EAB "1672- ARIA" CQAR#,0 6 8TIMG: RIGHT PAO38: DETAILS 150 MPH EXP. B as NO Dp � 04/06/20 SCALE: 1/4"=1'-0" 8FtEET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 22/32/2020 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. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 F117676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 22/31/2038 FL 25279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13292.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A IKO SHINGLES 30YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL UNTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 03/14/20 1441 N. RONALD REAGAN 8L LONGWOOD, FL 32750 PH: 407-7741SO78 FAX 407-7744078 wwwAbdeWgngyoup.com AA 4: 0003325 . h Z w SUHDIV. &e LO'P. SILVERADO LOT 8 BLK 19 PROdECTBL 04128.002 08191 MODEL: 4EAB 1672- ARIA" GARAGE 571MCk RIGHT PAGE: PRODUCT APPROVAL LISTING %150 MPH EXP. B m ND A AR N DP � 04/06/20 SCALE 1/4"=1'-0" Si10CET D3 OLRRDwwo•n.A Oi FOLD NYAIO . n.A L a0Aw • PI. E L CREAM • n.0 OL R1LD NLLAR! • n. A 7. aRRAW•n.• ;GLG 0 O�roLowwaa•n.♦ L aaEAIM • n. e 1CnW0 • PR. C a POD PT. ccm ri. s Tu n. c Taws .*TTa, PLANON EORQ1 wTee Twn ssAL FOLD, 02 I= aa. ® KICKOUT DETAIL W® LAYER 9. FORTF 0M EWLDN9 PAPER 014M! aa» WW LAYER % lTucco ~(FROM ar.» LAP LAYM OF DULOM ARM OAtMKNs FLANML STOP AEWE em aar; FWAMONC u ocesaA � M WALL RAMOtl w C P.AS"(M I oK'KV r a�aft ` W ate.. WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.5. LEGEND DRAINACzE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER—.—.—.— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHE51VE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-I031.1 / ASTM C-64'1-m9, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 wwwAbdesigngroup.com AA A: 0003325 1 p Mi ~y C s"yJ � tl � dJ SUSDIV. & LOT SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 MODEIt 4EAB "1672— ARIA" GARAGE 817MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 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 R103.1.1 / ASTM C-641-05, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHINCs UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT* TOP t SIDES 9 DRYER VENT (BLOCK) qwng;�r moAm, I r WOOD SHEATHMG URB LAYER 9, STUCCO URAP WRS LAYER 01, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL ME7I1SER • l' OG. MAX 1 36 TO x' MID-wau STEP SCR><FD V UUDE STRIP SELF ADHESIVE FLA6WNGA CLEAN MASONRY BEFORE APPLYING BWL.DMG PAPER V FW41W • MADOMiT FLASH. �" HORIZONTAL WEEP SCREED FLASH' — — — -I '7 — (FRAME TO BLOCK) WPIPE ALL 1FUR000H 1 V SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH* A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO FiMGCN I V ICCl..LIYC STUCCO SCRATCH COAT 4 1 COAT OF PAINT WBACK- ROLL PRIOR TO ELEC. METER INSTALLATION -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES A SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT -PROM SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP *3 8' WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF-AD14ER1143 � 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WPM LAYER h STEP #2 WRB LAYER •I, STUCCO WRAP APPLY 0 MN—® SEMBRANE GRADE 'D' FELT ' MEMBRANE FLASHING FLA OVER SELF -ADHERING FLASHING OVER APROVEDL tfl HOUSEWRAP WRB LAYER 02, FORTIFIBER 15UILDMG PAPER STEP #4 ELASTOMERIC COATMG OVER STUCCO/ GV. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP #ro @)ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.eom L AA N: 0003325 J s3 l E C sysDiv de LOT. SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 1[ODEL 4EAB "1672-ARIA" GARAGE SVFMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B F:INT 04/06 20 /: 1/4"=1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER ...... — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — 2*—k CORNER BEAD (FASTENER : SPACING � �' O.G.) N GMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD Ce? BLOCK .at�r 1441 N. RONALD FlEAGAN BLw LONGWOOD, 2750 'L- PN: 407-7748078 FAX: 407-774.4078 wwwAbdeslgngroup.com AA R: 0003325 p • � W 4 O Q J 6 F ci�5111 oil, aysDM ae i oa, SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 MODEU 4EAB "1672—ARIA" GARAGE SWWO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD CONSTRICTION V- BEYOND WOW SNEATNMb UVATMER RESISTIVE DER / UEATNER RESISTIVE SAPMER 9VOW- LAP elom 1'UWEATNER M-A6NMGADNF.I�Jfs OARMER �&bTIVE PCV.ALaV'O STARTER STRIP UEATFER RESISTIVE \DARMER 7\ RMGTAL FFLAaw C.ALV'D MAL � H 'r FLASNM6 I Yon w X 6' SU"ULATED UlOOD TFUM P19 R bTOG� CASMG .t \ X 7Ep C ( uiD 6 R i R AP OPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER *l, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER - — — — BUILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING: SELF-ADHESIVE FLASHING: — — — — 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 wwwAbdesigngroup.com AA #: 000332, A h o WW a Q F D �1 I10 sU13DM ae M r. SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 MODL'U 4EAB "1672- ARIA" GARAGE 81II IG: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B DATE. 04/06/20 SCALE: 1/4"=1'-0• sHEET WA4 \ 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\ 1/8' TEXTURED I FINISH • WOOD 1 �� 1/2' TEXTURED FINISH *,CMU METAL FASCIA WRAP Ys' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X& SUB BAND ONLY 1 \ 4 ®ELEVATION ®PLAN A :I• - 7/8' TEXTURED ll FMI9H * WOOD, V2' TEXTURED FINISH • Cm x METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x x RMU OC WRB LAYER'(, x x x x x x STUCCO WRAPMRAVE ONLY/ x x x x x x x x x x x x WRB LATER -2, 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 FRAME OR CMU 2X6 BI1D BAND [n ROOFING: CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KICK OUT x x x x x x x x X X X x x (REFERENGE POINT ©F� A� I �t ONLY. FOR WALL OFF x SET OF COMPONENTS) —ROOF KICK OUT REMOVED 1\ FOR CLARITY ROOF DECK (BEYOND) 0 P EDGE, I' OFF WALL T INTO STUCCO) 11/8' TEXTURED FINISH a 1 WOOD, 1/2' TEXTURED FINISH • CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS &'-8' O.G. MAX. 2x SUB -BAND W/14'x4' NOTCH * END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL e WALL SUB BAND DETAIL ® WALL W/KICK— OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/11�'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT o ROOF EDGE OMITTED FOR CLARITY ME OR CMU .L KICK -OUT FLASHING T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT w ROOF EDGE OMITTED FOR CLARITY .l 1441 N. RONALD REAGAN BLVD LONGVdOOD, FL 327B0 PH: 407-7748078 FAX: 407-7744078 www.abdesipgroup.com AA t 000=5 Y P a puZJ a g L z A {� O IN S 2 7$UHDIV. Ae LOT SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 MODEIs 4EAB "1672-ARIA" GARAGE 91ITMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B EXTEND SLAB 1 1/2" i a "v r---- FM-12X12 � - � --ZIS------- FM-12X18 3 4" CONC. IN SLAB N LL m A.-3 1/2 W io Y y a F-24X24 I. 10 rIL-- --- FM 12X18 i I I I I I I. I .o TOP OF 4 1O I SLAB 1" PVC CHASE I FOR ELEC. N i ISLAND 1 LL I . (� X (� ILL I c? v I 2z i I q I TEND 4"PVC 1 1/2" CHASE SLAB ----- TE1—�,^---J. 4" CONC. 5 l/2 SLAB I SLAB M I i l 3'-0. 1 �I x I LL 1, END O 2 FM-12X18 SLAB 1 tl2" fn ,., I CONC. I I SLAB O al ' I 6" 3'-4" *-31/2 y LLI ILL 2 FM 12X18 FMC-12X18 + 7 tM 1 L_ FM-12X18 1.1— J 4 •i 4 1. FM-12X18 FM-1-12 _ — — — _ _ FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-O'-W, SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOWODOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT- 1 IOINDICATED #5 BAR, 13INDICATES #6 BAR,WNDICATES #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", 06 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13, USING: Fm = 1,500 PSI, TYPE "M" OR-S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED X-O" O/C MAX. SEE PLAN FOR VWVM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 61h EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I EE6x6 Wl AlW1.4 OVERGENERAL 3 12" 6 MIL VAPOR COFILL 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-12z18 17 CONTINUOUS 1&, - (2)We FM012x18 17, CONTINUOUS 19, - (2) § - VARIES F-2424 24" 24" 17' (2) 's (2)#5's FM-12x12 12" CONTINUOUS 12, - (2) #5's - (-p'-0" TE-1 8' SEE PLAN 8" - 1) 1_1-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-e078 FAX: 407-7744078 wwwzbdesigngrouµcom L AA #: 0003325 12 A ¢ pa 4 � • a y � � _4 3 • W WW c ,FJ �Sy stmDIV. Aa LOT, SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 moDEI: 4EAB "1672-ARIA" GARAGE SIWMG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING � Z — - STEEL REINFORCING IN GROUTED STEEL REINFORCING I4 GROUTED c - - CELL SEE PLAN FOR SIZE AND ,e a CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS .. v - 0 L SPACING REQUIREMENTS - C ¢� ro V W 1a 1.� GARAGE DOOR RECESS m� J �� a —FM •.. g o N Z 8" CMU WALL O a W CMU WALL . • . f CORNER BARS, SAME SIZE AS BAR W W B+ to - Z • IN FOUNDATION WITH 30" LEG EACH �I�T,J BI U O 0'-0" WAY AT ALL CHANGES IN DIRECTIONS -I (p - TOP OF SLAB TOP OF SLAB I ...° SO THAT THE STEEL REINF. IS CONTINUOUS . �, I( I MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR •,�� i/- EXT. PORCH SLAB < � SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4^ CHAMFER (1STORY) • SEE SLAB SCHEDULE TOP OF GARAGE . I > � ILL CONTINUOUS STEEL MONOLITHIC ° FOOTING REINFORCEMENT SEE SCHEDULE � ��p, MASONRY UNITS SET AT ELEV: W11/Z' ISOLATION �., • JOINT (WHERE • -. • ,g.• 6' CHAMFER (2-STORY) q4 2q•• EXT. PORCH SLAB W/ 1!2" ISOLATION 4" CHAMFER (1STORY) 6' CHAMFER (2STORY) - ate" APPLICABLE) Z - SEE SCHEDULE W. JOINT (WHERE e.: -. •d • E SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR MID BAR SIZE APPLICABLE) Z FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST ANDBAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 U SCALE:3/4"=,'-a' CORNER BARS DETAIL DOOR OPENING scALE:34"=1' Y' 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 W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PROVIDE BLOCKING 2" CAPPED a IL NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O a SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2' 12'k9" BTM. PLATE TO BE PT. WIFLANGf BASE d g I EPDXY. MIN. EMBED TO BE PT, PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH PROVIDE OBL. TOP PLATE SECURE BT. PLATE TO UNO Q PLATE EPDXY &12" EMBED. MIN. ,6" OCNAIL SLAB W/10d MASONRY o O FOLLOW ALL MANF. SIMPSON SPH4 OR SPH6 MAX. 16'01C = IY SPECIFICATIONS FOR ADDITIONAL METALED. to I USE AND BTM AND TOP PLATE CONNECTORS NOT FL N FLANGE TO = f PREPARATION OF ANCHORS W/ 10d x 110 REQUIRED WHEN NO X21/4" O HOLE. COMMON NAILS FILL ALL V) (q UPLIFT IS PRESENT. TAPCONS W HOLES, DO NOT USE 10d W W LSSLEACBURE J x 3" � SLAB SCHEDULE K SEE SLAB SCHEDULE �O} [SEE ,P TOP OF SLAB TOP OF SLAB - . ..d If- CHAMFER (1STORY) - • - 6'CHAMFER (2STORY) _d. - %��, ._d _ ULE EQ. EQ.tAND EQ. EQ. EE SCHEDULE SIZE FOR WxD, BAR SIZE 5 BOLLARD ADDING BAR TO NTITY AND BAR QUANTITY MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL INTERIOR CURB FOUNDATION $ WOOD WALL 6 % SCALE: 3/4"=1'-0" (W/ UPLIFT) SCALE: 3l4^=1'-(Y' (NO UPLIFT) SCALE: 3l4"=1'-0" LAP TOP PLATE A MIN, OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL Wl PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE ¢ a PLANS FOR SPACING. SINGLE ? BTM. PLATE TO BE PT. SECURE BT. PLATE TO I- DBL. TOP PLATE SLAB W/10d MASONRY NAIL m W 16' O/C STAGGERED. ADDITIONALMETAL C.)PROVIDE a CONNECTORS NOT !n Q 6' CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. �•bj Z *' a -a' POURED LINTEL CONT. (TYP.) 6' CMU FILLED CELL (NP.) TOP OF SLAB SEE SLAB SCHEDULE I• 2X WALL FRAMING WGROUTED -SEE SLAB SCHEDULE 12"DIA SIMPSON STB2 BOLTS 6" Z -MINIMUM EMBEDMENT INTO "ISOLATED" COLUMN PAO CELL, 4" FROM ENDS AND °�� e ' CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH 16, O.C. VERTICALLY MAX -r FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE / FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY �X COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD COL. PAD BLOCK WALL CONNECTION 9 SCALE: 34" 1'-0" (NO UPLIFT) 10 SCALE:34'=1'-0 11 SCALE: 3/4"=1'-U Ii N. RONALD REAGAN 81 LONGWOOD, FL 32750 PH: 407-774-W78 FAX, 407-7744078 www.abtla•Igngroupmm AA X: 0003325 R y � � P q • SY J Z bhp r� � zw� jQa svBDiv. a. LOT SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 3bmDE;<. 4EAB "1672— ARIA" GARAGE SIVMG: RIGHT PAGE: DETAILS 150 MPH EXP. B Ell n DOWEL PLAN SCALE: 1/4" = V-W 1441 N. RONALD REAGAN 81 LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 wwwmbdesigngroup eom L AA #: 0003325 1 Sa • S Z T J f O � � ZWO � ea 3 r 1fjQ1�1 tf�pQ,l1 ITH I I StMDM & LOT SILVERADO LOT`` 8 BLK 19 PROJECT#/ 04128.002 08191 MOIDMU 4EAB "1672- ARIA" GARAGE 81"NG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B I" DRT E: A04/06/20 SCALE: 1/4"=1'-0" HBEET s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK - GROUTED BOND BEAM 1 I I I S CLEAN OUT REQUIRED Q FOR INSPECTION m v r�' ' 9-9-FIN. FLR. .� •' TIE RTICAL REBAR TO HORIZONTAL REBARW/ 1X HOOK 6� BAR SIZE 48 BAR DIA _-II�� _Z W #3 18" `t #4 24" n U #5 W, #8 36' #7 41. HORIZONTAUVERTICAL (D-- EXT. PORCH SLAB W/12"ISOLATION JOINT (WHERE APPLICABLE) 6' PVC CHASE THRU FOOTING Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND 0IL SPACING REQUIREMENTS a mW U �a �O N Z 8"CMU WALL m SEE SLAB SCHEDULE 4" CHAMFER (I -STORY ) 6' CHAMFER (2STORY) • 2 MATCH STEEL REINFORCEMENT iV PER SCHEDULE SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY Z BAR SIZE 48 BAR DIA ' n #3 16' U e .e #5 30" 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE PVC CHASE 4 THRU FOOTING SCALE: #5 BARS FM k 1 O CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.com L AA #1 0003326 J 5 S 7 SVHDIV ac L07 SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 MODEL 4EAB "1672— ARIA" OARAOE 81111IIN0: RIGHT PACE: DETAILS 150 MPH EM 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" HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WW (8) 10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x i 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 PBS36, .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. HEADER SCHEDULE MARK DES RI�N REMARK (D 1 (2) 2X8 BEAM SCHEDULE RRRZM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) W.H' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30M Sx8 (1)#5 1 GROUTEDSOUO "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS G3«94—w SAFE LOAD - POUNDS PER LINEAR FOOT `1«w`9w� SAFEELLFOA'D SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SA "- 4H3O « ® ePs« "'o" TYPE LENGTH KIS Wa RC6R1TYPE LENGTH-----_F►ar;171. Fan a-utt FWiT 6F/62r SWIT 6F962r r20n 1P34Rr Fan 3F'168r ran 11O33T 3'4• (42•) PRECAST 2231 8'd (42� PREcwaT 1026 1024 ,590 3'4• (427 PRECAST fm 313f 4304 «« 61« 7001 tm ww 4384 am M32 7«1 4%W (M•) PRECAST 7008 4'-0• (41W) PRECAST 786 763 1300 4'4" (48n PRECAST ma 30« =5 45M 63w ON1 13w 010 Ws 4170 62« 606 4'4• (64•) PRECAST 1599 4'4" (549 PRECAST 6B2 501 1073 4'4• (64.) PRECAST ,2o V07 3276 «u 011 e3w I= 27r 3V6 00 4RI We F-C M PRECAST 1217 44- (64') PRECAST 411 411 7M B4• (B4') PRECAST "22n 2af 31r am 4� 22M 2«! 3N0 3m 4221 8-10' (70•) PRECAST 1082 SAV j/0") PRECAST 340 330 618 B-,0• (70') PRECAST 0D� m aul aW Hm 0 tW 2310 2N$ 37« 36« N« (78•) PRECAST 900 S4• M PRECAST 507 721 490 V4" (78•) PRECAST , monj Xm m 1W t613 23w 21« 3«1 3m Td 196'1 PRECAST 7M T4• On PRECAST 424 534 363 T4• M PRECAST m 260 «« = m ta4 ,«t «w 202 21v S4• (11P) PRECAST 554 VW (112') PRECAST 328 512 230 V4• (112-) PRECAST B°f 7« 11 1474 1 210 2«0 2H e« few ,60 Im 22w «t1 10d (12B•) P1rcrwBr 475 10'4• (1269 PRECAST 284 M1 180 W-S' (12n PRECAST 272 Me IN iMf 310 m 190 1472 17« 2812 na 11'4• (136) PRECAST 302 114' (,387 PRECAST 2W 462 154 114' (1367 PRECAST a4 «4 m ,W , 170 414 ea 1042w /372 1W 0ww 2M 17-0• (1"') PRECAST 337 174• (1"') PRECAST 244 402 137 ,7-0• (I".) PRECAST . 0 7a 434 1 t f016 4M e« «0 022 , 1M 2m 134• (IWI PRECAST 200 IS4" ("OP) PRECAST 217 324 110 13'4• (16D") PgECIST 41e 3w W 736 04 t, I= 4« 4« M „« 141 16a 14'-0' (188� PRECAST 270 14'4' (16" PRECAST 205 213 1W 14.4• (1MI PRECAST � «e 7a1 an , sm ttzo 404 4« 717 0« 1 fPd (178') PRESTRESSED NR 14'4• (17fn PRESTRESSEDN.R. 284 91 14'4' (178) PRESIRE98® 2« 20 324 316 M. 663 672 6« 6a 1 M t0 ftM T734 164' (184-) PRE91 N.R. 1" (164-) PRESTRESSEDN.R. 269 83 1S4' (104') PRESTRESSED 214 2« Mi 3« 40 M6 dV a06 70 , Mf 1 "a 1T4' �7 PRE$l NR 1T4• Mn PRESTRESSED N.R. ,94 64 1T4• C106'1 PRESTRESS® to 02 >d 3« 4« «6 «t T40 W 7w t271 na iQ3 ,9'4• (2m PRESTRESSED NR ,V4• mn PAEB N.R. 1M 52 1V4' Mn PRE � IN 20 an 30 40 4a 4« w wt W f W- tw 21'W Q58•) PRESTRESM NR 21'4• ( P18 NR 126 42 2T4• (7b87 PI✓£ST m t0 2M 232 3a 373 3« «/ 40 m 1« m su 100 7L'-0" (28P) pp MR 274• fA4") PRESTRt� N.R. 116 M 274' (W4') PRFbTRt f37 to 223 2w 30 370 M3 40 316 60 013 m 316 2fd � PRE81� Nit W-W PM PRE N.R. 91 33 W4r Mn PRINT�BFD � 124 m ]« 227 319 30 4« 4u 603 4« i6/ W 676 1« 2w 4« 614 6w 0« tm (R) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (f7) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 FIELD ADDED ARE PERCENT REBAR. ALL VALUES TAKEN FROM SAFE LOAD TABLES" BY CASTORETE MAY 2015 EDITION - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS -PROVIDE 3NMIaRA C OF BEARING PAST EACH SIDE OF VV94DOWY OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATICN-CASTE-CRETE DIVISION ACCEPTANCE* 180126.03 m��mm Om�0�0 O��mmm 0��0000 Omm0000 oo�Qomm ��00m00 000 m®�0�00 o©ovo mmov000 �m000�11"t'?9 Om�0�00 ommoo�-!cr+. 000000v 00000�c�! oom0000 0�0�000 0000m00 000mmoo mom�mmv ®�m0�00 0�00��0 <.70000�0 0000�©� 0000000 0��0®00 O��OmmO 0000000 iT/OMlOB - n" -" ", "." - "" "- �� ,� .• ..SEWS-1T/OM/0B � � � � - - - - - - 8F16.1T10Mtt18 �" - - - - �+ h. a„ m a m LL ^„ m d 4 8F16-1TIOMI08 8F28-1T/0M/0B �,�� LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD RFAGAN BLVD, LONGWNOOD, FL 32750 PH: 407-774.8078 FAX: 407-774.4078 www.abdesigngroap.com AA 3: 0003326 J • M O id i� aT,rsaty a TAT: SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 1tODEIa 4EAB "1672-ARIA" GARAGE awirTc: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B Dw g'. 04/06/20 9REET s2 #5 CORNER BAR W/ EA LAP FOR EACH COURSE OF BONG BEAM VERTICAL REB*HOOK B CORNER OF BOND BEAM NOTES TO THE INSPECTOR/CONTRACTOR TYP. 6•x6' 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. PLACE STEEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND NG AS DEPICTED HEREIN. STRUCTURE- A DOUBLE BOND BEM MAY BE SPECIFIED SO THAT THEN THE LAST #5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYR 6k,6'5. SHOULD THE DOUBLE jp COURSE OF OND BEAMBOND IS OMITTED AND A LINTELS PLACED. THE STEH A LINTEL THE EL BOND BEM REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE , TOP OF THE LINTEL o„ , / A �XO�,.p� 6. UNO COMPOSITE MASONRY BEM IS TO BE NOT LESS THAN W' DEEP. / ,y5 vf- 8x16 DBL. BOND TOP OF BEM W/ (1) #S BAR BOND BEM •\O� 0 EACH COURSE ,f 8x8 BOND BEAM TOP OF • ��G�\r W/(1)#5 BARIBOND BEAM F = FILLED W/ GROUT I .aU = UNFILLED GROUT SOLID FROMTOP NOMINAL LINTELTO TOP OF BOOF OPENING WIDTHOF #5'S,IN E BOND BEAM IF FILLED LINT#5 BEAM COURSE SEE NOTE 5 A\x �p 16-1 T/ 1 8x8 PRECAST CONCR 5 (�� LINTEL W/ (1) #5 BAR ( EF NOMIN. LENGTH OF BAR = WIMASONRY HEIGHT #OF#5'S,TOP BEAM DESIGNATION BOND BEAM COURSE OPENING -?IT IS THIS ENCi1NEER'S INTENT ORREINFORCING THAT XFX(-,T tM 081NTXDATEBADO°BLEB°"D BEM #OF #5'S, BOTTOM 8x8 PRE CART CONCRSCALE:34"=1'-0" AND XFXX- 7TOM OB IND CATESA BINDLE BOND BEM PLACED IN LINTEL LINTEL, W/O STEEL (LIT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATI AND XUXX- 7T"MOB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TOP LINTEL OF OPENING AND XUXX - 7TAMAB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SI7E.145 MIN HEAD DBL. BOND BEM SIZE .300 MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW 1/4") 6' FROM EACH END AND MAX. MIN 1-1/4" #5 BAR BENT ASSHOWN _ EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK <31M" PRE -CAST .a SIZE.145 MIN HEAD SIZE .300 WINDOW MIN EMBEDMENT 1 ll ") 8" SILL FROM EACH END AND 16' o SLOPE O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-/16 OPEN FACE SHELL SO TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN MIN EMBEDMENT 1 SOLIDBLOCKING SIZE.!- UPPER AND LOWER #5 MIN. REQUIRED IN BOND BEM F SECURE SHEATHING W/ 1B. 8•' FROM EACH END AND /7/16'OSB EACH CELL HOOKED IN 16' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK SHEATHING CORNER BARS TYPICAL MASONRY WINDOW NER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 0-8T� 4 C SCALE:3/4''=1'-0 SCALE:11-=1'-0 SCALE:34"=1'-0 PROVIDE 3' DIA HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I SINGLE #5 CORNER N' BAR, 3Ox30 TURNED UP I TURNED STEELRE OF BM OND. BEAM FOILRLED CELL t III I�8x8 II 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. BAR(S), PROVIDE #6 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEM CHANGE LINTEL CHANGE IN ELEVATION OF BOND BEAM D SCALE. 3/4•'=l'-0" SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/4"=,•-(t" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdosigngroupeom l AA#: 0003325 ip1 Sa ha W • � � P. Q t- C ..,.Lt e yy IC cl SL78DIV. to LAT. SILVERADO LOT 8 BLK 19 PROJacT* 04128.002 08191 MODS", 4EAB "1672-ARIA" GARAGE 811IINCI: RIGHT PADS: DETAILS 150 MPH EXP. B G:7 fS AR tE: 04/06/20 CALE: 1/4"=i'-0" HSST s2.1A 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 H10A OR LGT2 WI 1Dd x 1 112" 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 MANUFACTURERS 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 Q 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--i FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER Ni 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 216 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 S" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON _ NAILS 8 SECURE TO BM. VW SIMPSON LTA2 USED TO y✓� t� 'U U BRACE TOP OF WALL. CJ1 CJ3 c3 (3 c3 �1 mmwmmm �/. i I ATTIC ACCESS A3 rr mm FRAMING PLAN SCALE: 1/4" = 1'4r to 3.1 lA :J5 ,13 n CA 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwwAbdesigngmp.com AA #: 0003325 R 114 ; I04 i q a � ii b a 4n ounDIV. as LOT: SILVERADO LOT 8 BLK 19 PROJECT# 04128.002 08191 MODEL" 4EAB "1672—ARIA" GARAGE STIMO: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B D TE 04/OB/20 SCALE: 1/4"=1'-0" aI=ET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 0 24" O/C, SUBMIT SHOP "ROORWALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A{1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 k' NAILS TO TRUSS PLYWOOD SHEATHING SEE (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON B42) SIMPSON HETA16 TRUSS ANCHOR WITH "ROOFAVALUFLOOR SHEATHING TRUSS ANCHOR WITH NOTE: APT SYP #2 2" x HTSM20 /, TO 180 x 1 NAILS TO TRUSS x 1 NAILS TO 67, 8" x MAY BE ADDED E AND TRUSS AND (4) 1 x 21/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND DB , GIRDS R GIRDER. PROVIDE 5' W! tOd NAILS, 2 ROWS, 3" NAILS, TITEN 2 ANCHORS TO H RS OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C41) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 7' x 4 % EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER (16) 10d x 3 �' NAILS TO GIRDER AND 6', W x 4'-0" MAY BE ADDED # 1900 UPLIFT (2) SIMPSON (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3' UPLIFT TIEDOWN REQUIREMENTS. PSPOS TE FACES �� PRE-ENG TRUSS WITH (12)16d z 3 J" NAILS TO GIRDER OIC TO FACILITATE ONE CONNECTOR CONNECTOR ADDITIONAL PLY MAX TO BLOCK WALLW/1010d TO ACCOMMODATE TRUSS A{1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN TRUSS AND (4)1/4" x 21/4" 1x2, 2x WOOD FASCIA ANCHOR REQUIREMENTS. WITH (4)' x 5' TITEN HD TO CMU AND (12) SOS TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL k x 2 }" TO GIRDER CONT POURED LINTEL 2z SECURED WI (3)16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED W/ 10d TRUSSES 24" O/C, 1x2, 2z WOOD FASCIA (2) }" x 5" TITEN HD TO CMU AND (18) SDS }' x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3' TO GIRDER 17, O/C FOR REVIEW 2x SECURED W/ (3)16tl C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }'x 5'TITEN HD TO CMU AND (18) SDS }' 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 17, Or_ SEE SCHEDULE SOLID, W EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = U:1810 LBS, L770 LES (1 PLY) A ALLOWABLE UPLIFT = 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L 1430 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN_) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 7' COVER 8 T APART TYPICAL TRUSS/ REPAIR OF MULTIPLE la lb lc SCALE 34'=1'-0" TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 230 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)'9C' BRACE SEAMS) 3T-1" TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA (2) "X" SRACE 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 37'OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2z8 P.T. PLATE W/ 12d%S" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2(4 SECURED W/ (2) 10Gs ® EACH TRUSS TO BE INSTALLED 10'-P' O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS SCALE 34'=1'-0 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH I/4•D HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE IAMETER DIA FOLLOWING 2f5*OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ,,--HOLE ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Ft AND F2 FORCES. BTM. HOLE DIAMETER PLATE <3/5'D DBL STUD STUD NOTCHING �, ALTERNATE MATERIALS AND BORING LIMITS 8 SCALE: 1 1/2 =1'-0' i"l N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407-774-4078 wwwAbdesign"p.eom L AA #: 0003325 uP QY. OIC atmDly ae I,OT SILVERADO LOT 8 BLK 19 Plt0JECT# 04128.002 0819 MODZU 4EAB "1672—ARIA" GI►RA03C SIFMG: RIGHT PAGIM DETAILS 150 MPH EXP B DAr-pnn" 04/06/20 SM"9^ 1/4-=1'-0" al�a�T s3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS W-M O.C. (AT O PRE�NG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TVP) 24" O.C. MAX 0 FOR STRAPPING O VERIFY SECURE 2X6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/7' DIA ANCHOR BOLT W77' WASHER SET IN HIGH STRENGTH EPDXY 5' MIN. EMBED. AT 37' OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W112ds 8" O.C. MAX CoPOURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's ® EACH TRUSS TO BE INSTALLED @ 10'-0" O.G. MAX. GABLE END BRACING W/ PRE-ENG O GABLE TRUSS @ CMU WALL f.7 SCALE' 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesWigroup.eom AA S: 0003325 14 P q SILVERADO LOT 8 BLK 19 PROJECT* 04128.002 08191 uonEr, 4EAB 1672- ARIA" GARAGE MrMG: RIGHT PAGE: DETAILS 150 MPH EXP.,," AA No Dw04/06/20 SCALE: 1/4"=1'-0" 8"ET S3.1B (2) 2X4 No.2 SYP DIAG. N6 OUTLOOKER 0 24" O.C. II ti IL BRACE W/ (3)12d ® EA SECURED W/ SIMPSON H10A VTCR SPACING (1) AT EACH END a TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) VTCR AND 6'-W O.C. MAX. 2x SUB -BAND 0'-0" TO 30'-0" (1) "X" BRACE 3U-1- TO 60'-0 (3) X' BRACE (1) -V BRACE 0 CENTER PRE-ENG GABLE TRUSS (2)'W' BRACE DIVIDED EQUALLY STIFFBACK AT ALL h�ljlj FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH lilt: (AS PER TRUSS ENG) \ PLYWOOD SHEATHING, SEE ° 'ROOF/WALUFLOOR°III SHEATHING FASTENER SCHEDULE' �- SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. �71 tx2, 2x WOOD FASCIA CONNECTION PER c SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/(3)16d ENGINEERED WOOD SIDE VIEW GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECUREO W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 214 RAT RUN 12- OAC AND APPROVAL SECURED W/ (2)12da C MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ HiP RETURN 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigrtgroup.eom AA g: 0003325 drill O Q J {SOy sU13DM a LOT SILVERADO LOT 8 BLK 19 PliOJECT# 04128.002 08191 MOIDZ z 4EAB "1672- ARIA" GARAGE awixc: RIGHT PAGE: DETAILS 150 MPH EXP. AA NO DAR 1E. 04/08/20 8CALE: 1/4"=f-0" 8HEET S3.1C 9 i F W CANE-13U 1 I ROOF WIND DESIGN PRESSURES 0 ZONE i = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 - 33.53 PSF (43.53) 'A'. V-Cr 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 7/16' O.S.B. OR 12' GDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 COX EXT, PLYWOOD, WITH Sd 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 R 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END_ ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK Sd RING SHANK, 212' 0.120' 170,ODO RING SCREW SHANK (16-20 RINGS PER INCH) Ed SCREW SHANK 212' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHNG USE 1/Z' CDX OR 7/16' O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4- O.C. TOP & BOTTOM EDGES m z9 CI 6 Z Z S . O U Y 3 Z W U � Zix- TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER TRUSS Rr1f1F BHpATHING wit ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING C8d RING SHANK GUN NAILS R 6" O.C. IN FIELD P. EXT. SH AT ING ATTACHMENT FOR ROOF SHEATHING {O.S. . TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS R 17' O.C. IN FIELD or 8d x 212' SCREW SHANK PNEUMATIC SCREW -NAILS U 17, 0.B,.)N FIELD J\ TYP. 3I4^ T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED N CONCRETE $HALL CONFORM TO ASTMC33 MWXIMMAGGREGATE BITE SHALL BE 3/P. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%WR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCR 2017, 8lh EDITION ALL EXPOSED EDGES CONCREIEARETO BE CHAIFBi®3H'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE BAIL CON(INUWS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL 8LAB3-0N1T201RO WHERE NDKATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb = 1100 PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, AC1530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY 1,400,ODO PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, WI DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017. BM EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING 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 82. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BULDING IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SWILL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLABGNGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAW NGS. 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: UVELOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD -noP-cons rent 10 ps1 BTM CHORD canglrrent DEAD LOAD DEADLOAD 15 psf TOP CHORD 20 pet TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 Pst WNo GYPCRETE) 10 Psf BTM CHORD 5 pd BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: 10psf BALCONY LIVE LOAD 00 Pd STAIRS LIVE LOAD 40 pd WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 1Opd, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20Psf, HABITABLE ATTICS AND ATTICS SERVED MATH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) AND DECKS: 4Dpd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50pd, PASSENGER VEHICLE GARAGES: 50pd, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: SOW. STAIRS: 4OPd SHOP DRAWING REVIEW: SHOP DRAWNGS 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 WTHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP ORAWNGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 pd, 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 DA557. TREAT ALL SOIL FOR TERMITE PROTECTION. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAIUNG TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLA134)NGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S d-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-94 OR MEASURING, MOOING, TRANSPORTING, ETC. CONCRETE TICKETS SWILL BE TIMESTAMPEO WHEN CONCRETE IS BATCHED. THE MAXMUM TIME ALLOWED FROM WHE N WATEMS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FORANY REASON THERE ISA DELAY INS" THAT A BATCH IS HELD FORLONGER THAN 90 MINUTES, THE CONCRETE SWLLL NOT BE PLACED. IT SHALL BE THE RESPOHSIBUTY OF THE TESTING LASORATORYTO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR $HW1 BE AS FOLLOWS: A. T FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPQFD TO EARM AND/DR WEATHER 1-tIC FOR MI6 AND SMALLER 2' FOR AB AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1-1IP FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT VOODEN TOP PLATES. 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 WOOD TRUSSES: SUPPORTED WITH 7 CHAIRS SPACED 3'-0' OC, EACH WAY. 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. REINFORCING STEEL' REBAR SWILL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -UPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL SCALE, AND RUST AND PLACED IN ACCORDANCE WI THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT MOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPWVTCA SCSI 1" AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED REVIEW. WOOD TRUSSES. TYP. MIN LAPS SHALL BE AS FOLLOWS: R4 BAR - 25' MB BAR - 36^ 05 BAR - 30^ N7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' z 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A%1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSESIGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE WITHOUT THE APPROVAL OF THE ENGINEER. 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 MASMW PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM CSO, GRADE F. = 1500 PSI. BLOCK SFULLL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPUFT VALUES HAVE BEEN BASED ONASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS $HALL COMPLY WITH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF WOO PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3W COURSE AGGREGATE, AND SHALL SE PLACED W A SLUMP OF S' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE 'M" OR ^S^ MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM G270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/6' 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 ANDOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO, (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ka FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM ASH, GRADE B Fy = 46 ka. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN-0fF-THE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPRM411OIJ SIZE TYPE 9PACIw RENIMN8 APRICATION VIE TYPE 3PAgw REMMK9 PT FlNMINO TO MA401M'ICONL. CA9EHMOENED O}L 11?LOw. 8'OC GARAGE DOOR BUq( TO MP9OMlYAXX1C. NOt/Y OIA NM9HER TN+NrI WWrRV FAeiQER 8.00 t1?EMBW., e•ENDDIST., ti?EDGEDiST. SGD�AL EKT DOORS x ,SEEwTEB CASE IIMiDENm Oqt NNLit?LONG. ffOIO 3TAOOEAED NtNNOM.D00R/FASTENED HdroMASOHRYxXNJC GAPAGE ODOR BIIL7t TO MASCNR'Y,CONC. WAstgR E%PAN90N BOLT 2Y GC <'ENBED.,YENDPBT., gFDOE DIST. YANooweucx . PT, SEE wTEe CASEHARDEIEONIL NNLtt?Low. aqc 'MNDONWOOPo FASTENm iNrotworrrn»Nc NEru sTRM To NAsow"tcaw. CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS TEXT. SWIw DOOR BUq(3PT.Sff wTEB RIBNBIIA wWA9NER TA�COIr' FABTNER 180C 11?EMBED e'Ew pST.,tt?EDGE DST wf18FNVlw WOCO WALLTO GLAND SIPB 1?° EXPAN90N YEMBED PEw wWAWiHi BOLT 2f OC D19T.,? EDGE pBT. a PrWlNmow augc Gs°MF:z1M• Wac Pi TO STEEL LOL-9EE O.IWI WASfffR STAGGHtED ,• EDGE gST,t? NOTEb NOTES 1LES 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 MANUFACTURERS SPECS AND / OR NQA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BLACKS SHALL BE THE STRICTER REQUIREMENT OF THE NGA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS W DE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND Z, MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesWgngroup•cofn AA f: 0003325 q J�H IIk O A Qq StIHDIV Ac LOT. SILVERAD0 LOT 8 BLK 19 Pl1oJECT#H 04128.002 08191 1[GDELA 4EAB "1672- ARIA" GARAGE B VrMG: RIGHT PAGE: DETAILS 150 MPH EXP. B W" 4 v Ar