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Home My WebLink About35600 Burma Reed Dr. 99 . 99 04EAB -ARIA HOMES 12602 TELECOM EXIIVE, TAMPA, FL 33637 T491. (813) 740-9720 Fax. (813) 740-9715 6 • 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-FLORIDABUUM�CODE, BS3IDEMU1, a,/ SM EMN (�P .yam 1�I� -AM L� UD STATE CODE • :CONSTRUCTION TYPE - VB •MIN. INTERIOR FINISH - cuss B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH • EXPOSURE — B .I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. AUTO TABLE ALT. ALTERNATE AMP. AMPERAGE CL CENTERLINE CAB. CABINET CLG. CLEAR CLR. CLEAR CONC. CONCRETE CPT. CARPET C.T. CERAMIC TILE D. DRYER DeL. DOUBLE D.G. DUAL GLAZED D A. DIAMETER DIM. DIMENSION DISP. DISPOSAL D. DEEP DR. DOOR DS. DOWNSPOUT DTL. DETAIL .W D. DISHWASHER EA. EACH EQ. ELEVATION EQ. EQUAL EXIT. EXHAUST EXT. EXTERIOR F.G F . FIXED GLASS F.G. FUEL GAS FIN. FINISH FLR. FLOOR FLUDR. FLUORESCENT FTGDR FOOTINGFRENCH D�R GA. GAUGE GAR DISP. GARBAGE DISPOSAL G.F.I. GMRTE TF rCIRCUIr GL. GLASS GYP. BD. GYPSUM BOARD H.H. HOLLOWFINE H.C. HOLLOW CORE HDR HEADER HGT. OR FIT HEIGHT INSUL. INSULATION INT. INTERIOR LAV. LUM. M.C. MFR. MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR P.T. R. BAD. RA. G. REF. RM. R.O. S.C. SD. S.H. SLIT. SHTHG. SHWR. SIM. SL. SL.. STD. sws TEMP. THK. T.O.C. T.O.S. TYP. U.N.O. V.P. W. W/ WD. WOW. w.I. LAVATORY LUMINOUS MEDICINE CAB RdET MANUFACTURER MINIMUM ETALTHRESHOLD MOUNTED METAL SCALE NOT TO ER ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGHOPENING DETEXT SOLIDLIDDR SMOKE HUNG OR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEARN TEMPERREDGLASs THICK TOP OF CURB TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WROUGHT IRON DATE DESCRIPTION 0VOM =6ISSUED ARCHITECTURAL SHEET DESCRIPTION On/Is 2011 F[3C UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG PI —PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG -WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS �� GD�S RE -ISSUED 04/IS/IS FOOTING REVISION PER M. 60tMb 02/2Z19 PLAN MAINTENANCE 03R8M REVISED LINTEL SIZE AT FRONT ENTRY DOOR OgRI/q ADDED LED LKaNTB KRC41 4 BATFIR<7d'IB PER MARL BOWER 01/22/15 ADDED STONE OPTION ELEVAT06 V 4 'D' 10/2503 ADDED OPT. 8'-0• CEILING 14E04T OVOM REPLACE USP CONNECTORS WITH SIFFa60N CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 04AMO 0". V-®' CLG. W.T. ELEVATION 'C'- REVISED HEIGHT OF ARCHWAY SQ.FT. CALC.�S LGARAGE VWj1432 Sa FT. ENTRY 38 SCI, FT. LANAI gb SGLFT. TOTAL 2,I38 B0. FT. STRUCTURAL SHEET # DESCRIPTION PG S1-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3•lB—DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.com L AA B: 0003325 fee 1 b I� 4 m tu 0 x 9tmDm AC LflT SILVERADO LOT #40 BLK #18 PleOJECT 04128.001-40181 ]1AODEL- 4EAB "1672-ARIA" GARAGE aMING: LEFT PAGE. - COVER SHEET 150 MP EXP. B DAB 07/30/20 8CALE: 1/4"=1'—O" 8HEET C1 GENERAL NOTES 1, ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDSORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7 DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, 3. AS PER SECTION R302.5.2. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN IMNCH GYPSUM BOARD OR EQUIVALENT. 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION, 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUMBING 1. SANITARY LINES SHALL F T IRON BE 0 CAS ON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION 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 COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, V/ THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 112" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS/ CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN SL LONGWOOD,FL32750 PH: 407-7748078 FAX: 407-774-4078 www.a bdesigngroup.com AA 8: 0003325 v i J S3 a 3 ;!4,n BuBDIV. Nk I.OT SILVERADO LOT #40 BLK #18 PROJECT* 04128.002-40181 MODEL.• 4EAB "1672-ARIA" GARAGE EKING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B (2) 3052-SH G �6L (2) 3052-SH __ pII�EEEE1pi oiEE1EEE1EEE1EE11o' ��oillliEElo o oVo 0 -- • 1, 0, 11 1 ROOM F 4F - a) Emilia - ■ - i o � � � C o 4. - - IV i :A all _ FE E ATTIC I LADE im - AS -"' - - CODE FOYER �i -GARAGE _ _ ® _ o ME '. '. Emy gill��lio� n'd��11o1 olilt111fo ol�lfo SQ.FT. CAM'S LWB.Ys 10T2 SQ. FT. GARAGE 432 SQ. FT. ERM 38 00. FT. LANAI S& SQ. FT. TOTAL 2,238 00. FT. saw MDTVPEMIN. Fm ME W INN1111i N3wn WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 OR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA "10 O.H.D. 112 5 20.4/-22.1 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 13'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. O01fIIlOLDAN011110 C DBL. TOP PLATE 0 m BAR DETAIL A SCALE:IR'.I'-0' 0 e DIM. VARIES DTL. (�_,-)!ARCH ALE: 112 . I'-C' FLOOR PLAN SCALE: V4' . I'-0' NOTE: -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENLT1 AND RETUR I AIR GRILLE. - VERIPY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 WI (35 MM) IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA #:_ 0003328. amp m b 9 SVBDIV de ""T: SILVERADO LOT #40 BLK #18 PROJECT 04128,002-40181 l[ODEIa 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: FLOOR PLAN (150 MPH W. B 3 AA NO DA &`. 07/30/20 SCALE: 1/4"=1'-0" SHEET Al BLDG. HGT.i_----------------- 4' RAISED BAND 2'4 ao C COACH LIGHT 8 >' FIN. FLR FRONT ELEVATION SCALE: 1/4 " I'-0' TEXTURED FINI NOTE. WALL FENESTRATION FLASHING AS PER FEICR R103.4 8'-8' BRG. HGT. SHINGLE ROOF FOAM DRAIN TILES � 4' FRIEZE BAND . Ib'X62' rn DECORATIVE SHUTTER v 4' RAISED BAND (TTP.) 0'� m' FIN. FLR. 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT 11 / OFF RIDGE T b - 2235 SCL FT. IILATION AREA REQUIRED = 1/ 3DD ITILATIONAREA 2235 ADD 7.45 AREA X SO. INCHES PER FT.(1441 = 1W2.9 SQ.IN. OVENILATION .SX 2072.9 TIONOFATTIC - 536.4 SO. IN. 4TILATION AREA 115 SO, IN. PER VENT 53-4 /115 :NTS REQUIRED q.66g35 .NTSPROVIDED = 5 AEA OFATTIC IS THE PERIMTTER OF THE HOUSE, LESS THE OVERHANG LIERIOR OF WALL TO EXTERIOR OF WALL. NO OVERHANGS INCLUDED( ,�8'-S' TV- HGT. - T'BRG. HGT. WIN No 1001 REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FMISH v 8'-8' BRfs. HGT. (wee I 45 I \ _�g• / rn.l I � x—x- I I A DECO. DETAIL -O' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH I OFF RIDGE VENT OFF RIDGE VENT El 0'-O' FIN. FLR* RIGHT ELEVATION SCALE: 1/4 " 1'-0' TEXTURED FINISH 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 W � • CrW� SvsDIV►. de I.oT SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 MODET- 4EAB "1672—ARIAT" GARAGE SWING: LEFT PAGE: ELEVATION „C„ 150 MPH B 31 nwT� 07/30/20 ECAL.E: 1/4"=1'-0" 9 MET A2 C ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 25V OUTLET 20 AMP GNUS rote IIOV OUTLET IWV OUTLET TVm a• CUNReT WIND au2tc �Grl IIOV CUTLET NIUPW WRISD PALL HTERUPTER (TAMRR IRWTANT TYPN; 220V OUTLET (4) WPW CONNECTION —R- Ulri EXT. WATERPROOF aww FAULT OUTWIT INTERErIIR �j SUTCH eWITCH 3-WAY OPEN. OUTC44 4.I U1Y OPEN. WALL MOWRED LIGHT CEILWA LIGHT © LED CL6 LIGHT PROOF LOW 0Vp VAPOR FROM LOW ORm"w CAN VwT. FAN I OM PER $Q FT. VIINT. PAN WAUGHT 1 QM RR e0. FT. v r"T (SPUNK'S TOO by MLOM ARouwAMMIN WRAF ( ) R 2.OILS WRAP L reins MMJ AROVO FLUOPIRG OR 4• RIIOIYIRIa p� 8 NTRACK LIONT O PANEL METER • S.D. erK+a oETecroR OATr RAac.� IIIC.tlASfdIR SD. eM1CKe —04 MAIMED oETecrae eme.uF --IYL.HSSgI� ® 9/CO CAI"MONO=IMM-CDRaaro « DeTeCTOR CDltp SWALL AE A D15TANCE OF NOT LEN THIN 4' PEDANT LMNT LIB aunATLAAA. ► TLL6PHOrE JACK WATER H4TER DRCQSECT olsca4a�c IOUr �''I+W C" pummm TOMwax SUP"ORIED 44 O J-Dox ACCORDANCE Y4 0= MARL= AS eUO4 MR T Q TN5 NoN Fulawflow CEWd1G PAN,,. TO M STIR O °FED N ACC010 CE WF 8Ox AS SNCH I = AOIIG 24• HCA/CliCO4T L GM STRP 26' MCA1LElC2#a LMW STRP enno y. INCANDINICINT LOW MR ROOD LIGHT KP AIR. man KETPAD • PAL M04-OUTTOM OUR CAM" W!0 roRi • LOCATION OF TV JACiB A I•HOFE OUTLETS 4 FANS To 8E VLW'BD • NOMEOUPER PRE -CONSTRUCTION MEETNI • ALL 8 4 20 AMP DRANCN CIRCUITS TO W ARC FAULT FICRCTED PER ELECTRKAL PIEDV1510N8 OF mGd COITION r2O1V 4 NEC 210.0 29" VDITION. 6TN • 20 AMP DEDICATED LAUNDRY CIRCWt. OR • RILA D • (NOT ON KITCHEN CIRCUIT) • OWNWANNt DISCONNECT TO ma LOCKOUT IN PANEL • BAT440M VO-l"T FAN TO HAVE MIN. CAPACITY OF 50 CPI INTERMITTENT PER ELECTRICAL PROVNIONS OF ONCTON M50T3 6TH COITION [2sa2 R[CEPTACLe%a • LAUNDRY ROOM SHALL ae GIEaEND FAULT CIRCUIT-INie INNUFMR PROTECTION FOR! PERSONNEL CN FEEDERS • WIRING PERIOD SHALL EE NON METALLIC CABLE PER MSCTTSCAL PROVISIONS OF PEN= &TH m (20 M1 • ALL WOW TO COM-LY WT4 ELECTRCAL PROVISIONS OF THE PECK htH ED (201T . AI AFI•e W I. - n BY WIH DER AND 15R LNHT°Y. F2MT eE EIlRGY 9F 7TPC (FIEUMOI• ITIAL l - - - --------------- I W-4• PRE -WIRED---- CEILING 1 CLG FANS MTD. LIGHT 9 TO BE OWNER'S I i'�I — NSTALLEPROVIDE i / J J-BOX FOR LANAI OPT. FAN AT PRE -WIRED ` CLG FAN `\ HOOD WIRE W/ OUTLET FOR FUTURE MICRO OBOLLARD' AS RED. PER BLDG. CODE METER FIELD VERIFY as LOC. W IRRIGATION OUTLET • 4S' AFF. — — L SWITCH IN ( BINET I o o WCHEN 1 1 II II L GFI 7I I I I � I ------ L----- WALL MOUNTED LKaHT W/SWITCH IN / ATTIC i' KEYLESS FIXTURE GPI CLG. OUTLET OHD j 0 pr9 PD. FOR GARAGE DOOR /I I I I u COACH` � LIGHT 1 1 1 I I I 1 I ( / ELECTRICAL PLAN SCALER 1/4' . I'-0' 11 LG CFAN `P � CLG FAN / GREAT ROOM I I I I I L I LED LIGHTING ® SINGLE LAV. • BATH •2 II' \ yBDRM # I PfiE-WIRED I ® I 1 CLG FAN I I 1 L I i ' LED LIGHTING 0 DOUBLE LAV. II - II L 0 I I OLLNER'S BATH ` V/ \\ BDRM.# FOR me PRE -WIRED CLG FAN PANEL -A E®EERIE©F�4"b�OEv E®ESE0�0EE© EO EO ©� . ®ESEOF��EE©o •.• Is ��E�Ev mm Es IIEZIN E�EEEEIEEEEIF7IIa� RUM lZ�L�)•L..."'l �L�Cki•0 �E��F3��E0 o0�m0 EEW�E�L�l;)• EEEE2��E'��ll� EE,�Z1•W E.7EEEEEEI6"".�EEEEIE�EEEEEEI ••?i EEU•O EEEEEEEEIEE� ..: IEEEEEEIEEr7 EEII•EEEEEEIEf�EEEEEEEE - NEB �EECI�I� PROVIDE 34/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3 14/0 AL, TUN • 1% CU IN 2' CONDUIT OR 2/0 AL. SEA (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VC GENERAL NOTES. M ELECTRIC METER IN I PHASE A, ELECTRICAL MATERIALS AND INSTALLATION$ 814ALL NEMA 3R EWA OGURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE PBCR hill PANEL EDITION ()CM LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. WA/2p B. ALL CONDUCTORS SHALL BE TYPE THHN/TMW UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONOARK ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER (CU) IN I-1/2" DIA BCHEOULE 80 PVC CONDUIT OR PROVIDE 3 4/O ALUMINI9 (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IB PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE' 1 ' I CABLE TELEVISION ENTRANCE IL-11 1ul SERVICE ENTRANCe EQUPMENT EQUIPMENT NMRSYSTEM BONDIFY TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED ROOTER STEEL PER ELECTRICAL PROVISIONS OF THE POOR hW EDITION r20IT) S/8" CIA X 8 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 MIR d suimr ae LA II SILVERADO LOT #40 BLK #18 PROJECT 04128.002-40181 MODELa 4EAB "1672-ARIA" GARAGE 9V11NG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B II I II I Ii I II II I I I I a� SI I I O II 0 • ilI n • II O " L----- I II I II I1 I Le 9 ii i l I J elllII ill I II I II IIU. rt " I L T PLUMBING PLAN SCALE. V4 • I'-®' 2' V.Tp-k 1 IR�2' ILLV I AUTO VENT �I1 � I I/2' 2'V.TRII/2'2-1 • 2L�) 1IR IIR' 2 ITUBI 1/2LAV 1/2' t2. ' WC. I 211 1 1/2 — — — �I I/2' I 2. I I 3• I WASHER 3' LAV. AV I 3 I SHUR 3• 2• CA. TO 3' 3. MAIN 4• PLUMBING RISER DIAGRAM 1441 N.RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774.8078 FAX: 407-7744078 www.abtlealgngroup.com AA S: 0003326 q p g 1 *A 0 x BUDDIV. ac Lotill SILVERADO LOT #40 BLK #18 PROJECT# 04128.002-40181 MODEL 4EAB "1672— ARIA" GARAGE BWngG: LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B 1 Dp 07/30/20 SCALE: 1/4"=1'-0" SHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHA,L, BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATINGG, ALL SEAMS SHALL BE SEALED WITH GLASS FA15 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCT$ 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 INLET DUCTS, SHALL. 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 (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINNG BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9 ALL FIRE RATED CEILINGS AND WALL$ SHALL. HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILNG OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPER$ SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 60T. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH SALANCING DAMPERS. It. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE• ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC EXTERIOR WALL PLENUM AIR RETURN SUCTION AND LIQUID AIR SUPPLY T�Z/� REFRIGERANT LINES AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAYPVC SLEEVE TO LINES BELOW SLAB LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LIKE- RETURN TRUNK l BALANCING DAMPER OR OBD (, CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WS ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) ffiXI 1/4' SHT. MTL. SCREWS T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG CONDENSER UNIT CONNECTION TO PAD NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG SEE SPEC. 1'-e'x8' CONC. I I FIN. GRADE' FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE A5 REQUIRED FITTING OR EXTENSION TO SOIL WADE 8240-K J06AM D60M OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC NV. SEE 817E PLAN �INv. SEE I'►S TE PLAN FLOOR SLAB CLEAN -OUT (TYPN� vEXT. GROUND CLEAN -OUT (TYPN.) ■ MECHANICAL PLAN SCALE. 1/4 " I'-C' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 6 • Gi � 2 � m Lk aVHDM ac L,0711 SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 MODELe 4EAB "1672-ARIA" GARAGE 9Wn4G: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B D � 07/30/20 8CAL.E: 1/4"=1'-0" SHEET M1 2X4 TOP PLATE PRE -FAD TRUM / 'Le MOARD--/ 1/2' DRYWALL —.� THY SECURE SIT. — PLATE TO SLAB W/ 0d MASONRY NAIL ♦ 32' O.C. MAX FIN. PLR 2X4 WOOD STUDS 024' O.C. SLAB IVV I C: OWL.'* uL.'* IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. (I)TYP. INT. WALL NON—BRG. D1 SCALE. 3/4••I'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW511 ON J' 0.6.5. SHEATHING OR }• CDX 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 I.,®, TYP. O.H. 5/8• GYPBuM 6t OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION — WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING — STRIPS • 24' O.C. 8' cMu 1/2, GYP. WL. SO. - WOOD BASE — FIBERGLASS SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON O.S.B. SHEATHING OR }• COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU" MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLRh 0'-0' FIN. FLR 4. W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING NOE: PER SECTION W5.I.I - FOR ROOF SLS 2:(1)1—STORY HIP BLOCK WALL (2) LEA ERIUNDERLAYMETO LESS THNT SYSTEM D1 SCALE: 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IY, OR ASTM D 61571 t PMC eLeM FOR uA! LN r cru ow sue 2 GAS LINE THRU BLACK FIBERMI-Aft SHINGLE& OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.1.1 ON J' 0.8U5. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'." TYP, r� ��♦ ♦i i� i�i r _� �t a GARAGE DOOR JAMBS D1 SCALE: 11/2'-1'-0' 2X4 SPF 24' O.C. MAX SECURE W/ (2) 12d NAILS • EA END 2x BLOCKING BETWEEN TRUSSES, FIBERGLASS SHINGLES PER STRUCTURAL DETAILS OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.1.1 ON J' O.S.M. STIFFBACK AT ALL UPRKaHTB SHEATHING OR }' CDX 71�PER STRUCTURAL DETAILS PLYWOOD SECURED PER m. FASTENER SCHEDULE ---PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE O.H. 2 PER ELEVATION x FASCIA PER ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRE-ENG• GABLE TRUSS PER ELEVATION WEEP SCREED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' O.C. 1/2' GYP. Ilk. BD. ' cm l— WOOD BASE d ,a e 4 n W/ WINDOW OPENING ti 0'-0' FIN. PLR. B TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL D1 SCALE. 3/4'-l'-V' 1441N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdoslgngroup.com AA #: 0003325 A 0 i G U 000 UDDIV. Oe ULOT SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 MODELc 4EAB "1672—ARIA" GARAGE DWING: LEFT PAGE: DETAILS 150 MPH EXP. B 12CL 2X6 P.T. • C IYER OF DOOR HEADER SECURED W/ (D 112' X S' J-DOLT UV 4' MIN. EMBEDMENT UV 2' X 2' X VS' WASHER 4 MT OR UV (2) V2' X S' ANCHOR DOLTS WASHER 4 HUT 0 o SECURE 2x4 CN No FLAT TO ELK IH 0 UV MA60AW NAILS. 2.6 GARAGE DOOR EUCK SECURED W/(b) N' X S' J-DOLT OR ANCHOR 0 DOLTS, W/ 4' MIL EMDEDMIINT, W7 2• X 2- X V8' WASHER 4 NUT. lU WITHIN S' OF TOP, (U WITHIN S' OF THE OTM, (3) E=Y SPACED. 0 0 O" 1E NOTES: ALL AN.W0110 SHALL EE IN ACCORDANCE TO MANPAC7Ul:R'S IISTALLATION INSTRUCTIONS WHERI 91Y1J IJST�1CTIb,l6 A� FI��[ 6TmNGlNT GARAGE DOOR l BUCK ATTACHMENT 4ow,a, w•.ro 6' CMU Ji' DRYWALL i'X4' OR I•X2' P.T. NAILER Ix4 P.T. OR % X4' MIN. SECURE TWIRL! FRAME 4 EXTEND I-Yi INTO BLOCK ❑ W/ %' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3/4 OR +5/4 WNDOW TO BLOCK +3 4 OR +5 4 `� SCALE: N.T.S. 2X4:m SECURE TO BLOCK V)J{4' TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN W OF EACH END 4 18' O.C. MAX SPACM. 2X6:m SECURE TO BLOCK W/J-%' TAPCONS(MR SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 X.) WITHIN 8' OF EACH END 4 6. CMU IS' O.G. MAX SPACING. )S' DRYWALL 2X8, m a 2' VX4' OR VXP.T. NAILER SECURE TO BLOCK ILV2 Vol OOR CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 16' OG. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-1 2" in1 WINDOW TO BLACK +1-1 " " SCALE: N.T.S. 2X4= SECURE TO BLOCK W/ V&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF AGH 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 2X6 m SECURED THROUGFI SECURE TO BLOCK W/2-V NON-STRUCTURAL 14- TAPCONS TAPCCN MIN. I -A' (MIN. 614ANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 6' CMU MIN. EMBEDMENT I W) )J' DRYWALL WITHIN 8' OF EACH END 4 18' OG. MAX SPACING. VXW OR VX2' P.T. NAILER 2X8:® ❑ SECURE TO BLOCK W/2-V*' 7(`' OAJS. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 p001Q JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15//1p" n WINDOW TO BLOCK +1-15/15 %ZISCALE, N.TA, 2X4:m SECURE TO BLOCK W/ W&' TAPCCNS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) WITHIN S' OF EACH END 4 NOTE. STRUCTURAL 2X IS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X600 SECURED THROUGH SECURE TO BLOCK W/2-%, NON-STRUCTURAL Yr' TAPCONS TAPCON MIN. I-Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) 6• CMU 8' OF EACH END 4 K• DRYWALL 18' O.C. MAX SPACING. 2XSs I'X4' OR VX2' P.T. NAILER SEASRE BLOCK WR-%, OOR CASING STO (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Yi) TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +2 1 } ri WINDOW TO BLACK +2 1 4 i' SCALE, N.T.S. 2X4= SECURE TO BLOCK W/' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X IS' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xd,= SECURED THROUGH SECURE TO BLOCK W/2-%'NON-STRUCTURAL 2)(4' TAPS TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CIMU MIN. EMBEDMENT I Yi) )v DRYWALL WITHIN 8' OF EACH END 4•X4' IB' OTC. MAX SPACING. OR 1'X2' P.T. NAILER 2X8�m SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMS OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. uoitw+r rmom ro Furta JMf mo nor 4xaroA•+ DOOR JAMB TO BLACK +3" E -END91 TO BLOCK +3" SCALE: RTA. 2X4m SECURE TO BLOCK W/ W&' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN V OF EACH END 4 NOTE: STRUCTURAL 2X IB' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/J-%' NON-STRUCTURAL %* TAPCONS(MIN. SHANK SIZE TAPCON MIN. IYi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 6, CMU WITHIN 8' OF EACH END 4 )y DRYWALL 18' OTC. MAX SPACING. 2X8� ❑ VX4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/2-%' SECURE TO 2N�2m.'- TAPCONS(MIK SHANK SIZE STURAL MEMBER _145 WKWITHIN S' OF EACH MIN. HEAD SIZE 300 EN6' TO B' O.C. MAX MIN. EMBEDMENT I Y4) OOR CA81NG WITHIN V OF EACH END 4 DOOR JAMS OR WINDOW IS' O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F +" ALE, N.T.S. 2X4m SECURE TO BLOCK W/Yi TAPCCNS(MM. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y♦') NOTE: STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL Vo- SECURE TO BLOCK W/1-1/4' TAPCON MIN I-Y4 TAPCONS(MR SHANK SIZE EMBEDMENT INTO BLOCK. 145 MR HEAD SIZE 300 , CMMI MIN. EMBEDMENT I Y49 JS' DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. OR I'X2' P.T. NAILER 2XS® a�.XW SECURE TO BLOCK W/1-1/4' 74. OA$. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I X') DOOR JAMS OR WINDOW WITHIN W OF EACH END ATTACH TO 2X PER IV Or- MAX SPACING. MANUFACTURES DETAILS. N 4 r�roFHM JM�r00 NDT 4xc®14. DOOR JAMB TO BLACK +3-7/18" WIN W TO BLACK +3-7 16" G SCALE: NSA. 2X4,m SECURE TO BLOCK W4/4' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN a- OF EACH END NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6 m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL W6- TAPCONS TAPCON MIR I Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO 5LOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 8• CMU WITHIN V OF EACH END 4 v DRYWALL IVOr_ MAX SPACING• ❑ I'X4' OR I•)2' P.T. NAILER 2X8m SECURE TO 5LOCK WA-1/4' ' P.T. X 4' MIN. TAPCONS OOR CASING (MIN. SHANK SIZE J45 4 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMS OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLLIM5 JAMS (00 NOT EXCEEDY4 ) DOOR JAMB TO BLOCK +3 3/4" tv1 WINDOW TO BLACK +3 3/4" as SCALE, KT . J.441 N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com L AA N: 0003325 1 lyCyy 2 � 1y1 J W �r 5 A SUBDIV. de LOT: SILVERADO LOT #40 BLK #18 PROJECT/ 04128.002-40181 IIM:ODEL• 4EAB "1672—ARIA" GARAGE SNDdG: LEFT PAGE: DETAILS 150 MPH EXP. B 31 F-ppA07/30/20 SCALE: 1/4"=1'-0" IDER SL D2 Ot R]LD Iaa�RD . R. O L FT. . A NYT/p . ♦ C_A_ - PT. C t. QElA86 - Ft. a 1 CAM - FT. C ♦ R7LD Ft. c OYER FT. E ALL IR. C TOI0m aORQ9 RAND EDTTO, ~' aMTER TgiR SEAL. RAD, ca WaviT. 3 COAT CEMENT '(w"x y'a COAT AMR (O FORTFUSER FADER (F*WMK OLT) ER -1, ~(PPUME OLT) .a o mmom a Ml MANSE, aroP x wDaan n.Aewan (On RJM1►tl A.TLLaOT770- RDQ . NRI.�EC„D!. ® KICKOUT DETAIL OMTR TWIT as& (mv on acLDR 021121 cur) WOOD SHEATHING OR CMU WR5 LAYER h, STUCCO UJRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 t TAPE OVER ROOF/WALL SCREED WXW 'L' TYPE CONTINUOUS Z GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) c+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER 02 (FORTIRBER 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-8471-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 144i N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 I MEN O y0� ¢ Q a gal A 0 J StMDM da LOT SILVERADO LOT #40 BLK #18 PROJECT# 04128.002-40181 MODEL: 4EAB "1672-ARIA" GARAGE SIVINO: LEFT PAGE: WALL ASSEMBLY DETAILS t.150 MPH EXP. B 3 DATM 07/30/20 SCALE: 1/4"=f-0" SHEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER ------ 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-841-09, MIN. 2.5 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT s TOP i SIDES F)B DRYER VENT (BLOCK) BUILDING PAPE! OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIl FLASHING ONSTA PER MANUF. SPE BUILDING PAPS! UNDER 'QUICK FI A VENT PENETRATION SCALE: N.T.B. ELEC. METEf VERIFY LC NI�Gfi I V I�GlrG1 VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT UUBACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -('GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI', SEALANT AT JOINTS AND INTERSECTIC WOOD 811EATHMG WRS LAYER 9, BTUCCO WRAP WRS LAYER 9, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER a T O.G MAX XEP TO K' BGMID-WALL {CRECD V WIDE STRIP SELF ADHESIVE PLASHNG, CLEAN MASONRY BEFORE APPLYNG - V _— - FINISH a MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 1 B jl WRIS LAYER al, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 9 STEP *1 STEP *2 LAYER II, STUCCO STUC:GO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 MEMBRANE FLASHING I WRB LAYER @2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERC COATING OVER STUCCO/ C.Y. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEP 06 OELECTRICAL RECEPTACLE JuL l 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32780 PH: 407-77446078 FAX: 407-774-4078 www.abdosigngroup.com AA B: 0003328 r R O DVHDIV. Ae IJOT SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 1[ODffiLt 4EAB "1672-ARIA" GARAGE DIVING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 1081418191911 DRAINAGE PLANE (UJRB LAYER "I, STUCCO UJRAP) UJRB LAYER 02 (FORTIFIBER ...... - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING k21/2"k CORNER BEAD (FASTENER t SPACING CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-77"078 FA%: 407-7744078 www.abdesigngroup.com AA N: 0003325 J F I � 4 C eXMDXV. & LOT SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 MODELa 4EAB "1672-ARIA" GARAGE SYMM: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD WWOOpTR 4TIC WOOD BEYOND `7 OND WOOD SHEATHING eAOOD SHEATHING - WEATHER RE818TIVE MATHER RE616TIVE BARRIER'( CARRIER -1 �RER RESISTIVE eEATHE'R RESISTIVE /' �B((AIIRIER R B�(A UAbxl@yVEAL AP SIDING i I\ HERING UV6xIaEyvELAL IA lh / F6iASELF- BOARD 4 BATTEN R.AGWING s ; DER RslenvE R�C+- STARTER STRIP \ \� limm-'m C�ER �SISTIVE STARTER STRIP— y 61 SELF -ADHERING I FLASHING -V'D METAL ��ABdN _LASHING GAL — I • x 6• SR9IILATED HARDIE TRIM PER - TRIM MEMBER ` ELEVATION - Y�X91 YIOW6 T'EP�IOER GAP WACAULKIN0. OR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL. LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-01% MIN. 2.5 1-56. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) a UFATWEER �81STIVE R sAilliUZATHER CARRI6RESIOT" RING FLASHM -' GALV•D PETAL. 'r PLASHING / HARDE TRIM PER I ELEVATION \ \ •. • / OR APCkAP PROVE \` isCAOING SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) UJR5 LAYER 02 (FORTIFI5ER — — • — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO 7 WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 1 S J o S � i N lu f 0 x J no IPRO DDIV. ae LOT. SILVERADO LOT #40 BLK #18 JECTTjTT 04128.002-40181 MODEL• 4EAB "1672-ARIA" GARAGE aTnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 31 NT n 07/30/20 SCALE: 1/4"=1'-0" 8HZET WA4 01 2x6 SUB-BANt) W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK DRIP EDGE I\ -1/8' TEXTURED I FINISH w WOOD 1/2' TEXTURED FINISH a CMU / �\ METAL FASCIA \� WRAP Ys' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED FINISH • WOOD, 1/2' TEXTURED FINISH • CM METAL LATH lll�WOOD METAL FASCIA WRAP SHEATHING OR CM WRB LAYER 01, STUCCO WRAP(FRAME ONLY) — WRB LAYER 4, FORTIFIBER BUILDING PAPER - -- (FRAME ONLY) 2X6 SUB BAND i� ROOFING CEMENT DRIP EDGE © PLAN B METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED `\\ \\ FOR CLARITY \ ROOF DECK (BEYOND) 00 \ \ DRIP EDGE, I' OFF WALL �NOT INTO STUCCO) \ I �l/8' TEXTURED FINISH Jw /WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ©PLAN �4 PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS 6'-8' O.C. MAX. 2x SUB -BAND WA/'x4' NOTCH A END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x..- , -- x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU x x x x x x x x x x x x x WALL KICK -OUT FLASHING x x x x x x x x x x x' x x x x. x x x x x x FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT x x x x x ONLY. FOR WALL OFF x SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM or - DRIP EDGE 2x SUB -BAND W/15'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT m ROOF EDGE OMITTED FOR SUB BAND DETAIL® WALL CLARITY W/KICK—OUT 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32760 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngmup.com AA S: 0003325 IL o k r � S o � 4A Itu f C IPRO mDrv. & LolSILVERADO LOT #40 BLK #18 JECT* 04128.002-40181 MODMIA 4EAB "1672—ARIA" GARAGE STING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. B 31 D =: NT 07/30/20 8C^iALE: 1/4"=1'-0" 2*MICT dV A6 (' EXTEND / SLAB 1 112" ,I Y Y - — — — — — — — — — — — 3 FM-12X18— _ _ FM-12X12 1.1 1 4" CC. II SLAB wlII om -ON 3 1/2"W -24X24J F 2-6" 9-6" FM12X18 1 i „ I I �0 0 Im I 1" PVC CHASE i' TOP OFSLAB I _4 FOR ELEC. @ 1,lfl ISLAND LL 1 ,., I � 19'-0" I "' I O uaDi 4. PVC END CHASE 1/2= fLAB — — TEA — — I Y 5 1/2" 4" CONC. I SLAB m Z TOP OF 17'-8" 2'-8" I!R I � W I EXTEND 2 u� SLAB 1 1/2" FM-12X18 4"cave �a 1 ¢ SLAB . LLI g,.q„ 6" I JNa $.31/2" I 2 11 7 1 /2" FMC-12X18 1 / FMC-12X18HLr m 4 4 1.1 FM-12X18 1'1 L FM-12X78— J — — — — — —1.7 _ FW12X12 2•-8" 2'-0" 1, 4'-4" 1,2'-0' 1.2'-6"1 FOUNDATION PLAN SCALE: 1/4" = V-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0'-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.0INDICATED # 5 BAR, OINDICATES #6 BAR,MNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: 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 4 OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6x6 W1.4xW1.4 OVER GENERAL 3 1/2" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18" - (2) #5s (+)0'-0" FMCA2x18 12" CONTINUOUS 18" - s - VARIES F-24x24 24" 24" 12' s s (.)0"4' FM-12x12 12" CONTINUOUS 12" - (2)#69 TE-1 8" SEE PLAN 8" 1441 N. RONALD REAGAN Bl LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 Y $ • •+ m W) 0 x SUBDM & LOT SILVERADO LOT #40 BLK #18 PIS T 04128.00 -40181 MODEfi 4EAB "1672-ARIA" GARAGE SMING: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 31 awTEo 07/30/20 SCALE• 1/4"-1'-0" sl DOWEL PLAN SCALE: 1(4" = V-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA S: 0003326 ills, arm 3 a ii p all E 12 SuBDIV. ac LOT SILVERADO LOT #40 BLK #18 PROJE*L 04128.002CT-40181 MODEL 4EAB "1672-ARIA" GARAGE BVIING: LEFT PAGE: DOWEL PLAN Q50AW EA B DATE: 07/30/20 SCALE: 1/4"=1'-0" 8 ZZ' s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W110" HOOK GROUTED BOND BEAM VARIES PER - d Z N a O CLEAN OUT REQUIRED Q FOR INSPECTION G1 c , ( TIJERTICAL REBAR . a TO HORIZONTAL REBAR W/ 10" HOOK BAR SIZE 48 BAR DIA. z #3 18 g Q #4 24" M 0 #5 30" #8„ #7 42" HORIZONTAUVERTICAL REINFORCING SCALE: 3/4"=1'-0" Z g STEEL REINFORCING IN GROUTED _ CELL SEE PLAN FOR SIZE AND 0- SPACING REQUIREMENTS U �a Z 8" CMU WALL i +- 0'-0" +- 0'-0' TOP OF SLAB _ a - TOP OF SLAB Z W� ° SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. f > °a• ExT. PORCH SLAB ° 4" CHAMFER (I -STORY #3 18" ih OU n W1112" ISOLATION W CHAMFER (2STORY) , JOINT (WHERE #4 24" APPLICABLE) Z MATCH STEEL #5 31Y' 6" PVC CHASE REINFORCEMENT #8 THRU FOOTING PER SCHEDULE #7 42• 8" PVC CHASE THRU FOOTING MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING 4 SCALE: 3I4"=T-0" #5 BARS CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327W PH: 407-774-6078 FAX 407-774,4078 www.abdosigngroup.com AA #: 0003325 9 stmDIV. Z LOT: SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 MODELe 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE: DETAILS 150 MPH EXP. B �t3 k ABOUCHACRA AR NO Wm DA 07/30/20 sCA=: 1/4"=V-0" siIEET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 10d x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2, ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS, 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK CRIsizA DE8CRIF?ION REMARK Q (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM I B.O.L. = BOTTOM OF LINTEL / T.O.A. = TOP OF ARCH I 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 fe (P-1) SIZE W'xH' REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Sal MASONRY 3000 8x8 (1)#5 N/A GROUTED SOLID SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS 18 SAFE LOAD - POUNDS PER LINEAR FOOT 41af•4MN SAFE LOAD PLF TYPE 8U8 raas 4fl2,as �� t1�a1 ePuae eFa6as fltaae TYPE — --- Rtl# LENGTH 74" (42") PRECAST 2231 4'0 (48') PRECAST 1988 C-r (04') PRECAST 089 S4" (94-) PRECAST 1217 5.19" (TD9 PRECAST 1082 C4" (M-) PRECAST SOS T4" (W") PRECAST 743 94- (112') PRECAST 554 104' (12" PRECAST 475 1114" (131M PRECAST 362 1747 (144') PRECAST 337 13W (180") PRECAST 208 IN-V (1$n PRECAST 279 IN-r (1M PRESTRESSED N.R. IVW (164-) PRESTRESSED N.R. 74" W) PRESTRESSED N.R. 19'4' (2321 PRESTRESSED N.R. 214" PM PRESTRESSED N.R 274P (Ml PRESTRESSED N.R W-W PRESTRE88ED ��ODOm mm0000m ODmOmmm ��m0�00 mom�r.!©o ImO�OmOm mOw::AFir - WZ=l : E= mmoo©ov �m�0©00 mm00®Q�Q' 0�m0��0 OD®0©m0 oommo�o oommmov oommmov ®om0m�v ®ommmmo ©mmmmm0 mmmOmm® ®mmmOmm m0000m� mmmmmmm 0000moo mmmmmmm �m00m0m �0�0000 N.R. 170 1 212 1 412 1 414 n4 1 1092 1 t222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. ALL VALUES TAKEN FROM'SAFE LOAD TABLES' BY CASTCRETE MAY 2015 EDITION ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS 74" (47) PRECAST 1025 1024 1590 4'4' (41r) PRECAST 7B6 783 1309 4.4' (54') PRECAST 02 591 1073 64" (64-) PRECAST 411 411 746 5-10' (70') PRECAST 340 330 016 9'4' (7S") PRECAST W7 721 490 T4' (SD") PRECAST 424 534 363 84- (112-) PRECAST 320 512 230 W-W (12r) PRECAST 254 401 100 11'-4 (13r) PRECAST 200 452 154 12'-0' (144') PRECAST 244 402 137 134" (180") PRECAST 217 324 110 144Y (16n PRECAST 205 203 100 14.4" (1M PRESTRESSED N.R. 254 91 18'4' (184) PRESTRESSED N.R 269 83 1T-4" (20Y) PIB:STRISM N.R. 194 54 19'4" (232") PRESTRESSED N.R. 140 52 21'4' MCI PRESTRESSED N.R. 125 42 274" (2641 PRESTRESSED N.R. 116 40 24'4' Mn PRESTRESSED N.R. 91 33 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS t0diffil-6111018 I SAFE LOAD - POUNDS PER LINEAR FOOT m�00�m0 m�000001 " D�mO�mm F7 m 111=10 0=11= ©mmOmmO o©ter. ter. moo EMraaalM= �t� DE:�91Q1�1C!'IE7"1�i!'1�'1 DEZF>'�Q1l�1Q'I�'fi^" 1 0 1107" QfIII= OMEN= mzr, (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. - PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE -PROVIDE MIIMUM 4.OF BEARING PAST EACH SIDE OF WIDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 16-0126.03 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 4 1 1 1 1 1 1 ----- m------------- —pFt R-17/D --------- ------ m 8F78.1 T/OBF16.1T/O4 1 1 1 all —01 �1 rl �1 wl GT 8F28.1T/0M/1B Y i 1 1 r 1 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8", UNO. 8RF6- j 1 T/OM10B I 1 � 1 1 1 1 I , 1 1 1 ; 1 op 1 1 ' O 1 8F16-1T/OM/OB ; C:::::3ffi-------------J LIFT BEAM PLAN SCALE: 1/4" = 1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32750 PH: 407-774-6078 FAX 407.7744078 www.abdeslgngroup.com AA IS: 0003325 J P i a 0 8UBDIV. Ae LOT SILVERADO LOT #40 BLK #18 PROJmcT# 04128.002-40181 MODEIa 4EAB "1672-ARIA" GARAGE 81III►ING: LEFT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B 3 RINT D 07/30/20 BcALE: 1/4"=1'-0" 8*KEET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10" HOOK Mr.& a8x8 30" TYPICAL #5 BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM 1 SCALE: 3/4"=1'-O" NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM C0 �1#5 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �G AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 �\,\E TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"xl6" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM "- OJ COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE 1` TOP OF THE LINTEL,1- 6. LINO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. xl�—xF P,05 fT�G 8x16 DBL. BOND TOP DF BEAM W! (1) #5 BAR BOND BEAM • /\O�� a EACH COURSE O BOND BEAM TOP OF • prG�\� W/ (1) #5 BAR BOND BEAM Q O F = FILLED W/ GROUT L .�\\O U =UNFILLED GROUT SOLID FROM TOP yl\� NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. ///—BEAM COURSE SEE NOTE 5 16-1 T/ 1 I V 1/ 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) Pe eF NOMINAL—�� MASONRY PQ HEIGHT # OF #5'S, TOP LENGTH - BAR =WIDTH OF OPENING-2" T ATHF>D(-I /IM/OB INTENT BOND BEAM COURSE OR BEAM DESIGNATION THATXFX%-1T/iMPoBINDICATES ADWBLE BONG BEAM #OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE SCALE: 3l4"=1'-0" AND%FXX-1T/OM OB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(LI) REFER IT IS THIS ENGINEER'S INTENT AND XUXX- 1T/1M/0B INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED TO PLAN FOR LOCATIONS TOP LINTEL OF OPENING AND XUXX- 1T/0M/0B INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DBL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL. BOND BEAM MIN EMBEDMENT i AT LOWER ELEVATION WINDOW i114) 8SIZE.300 FROM EACH END AND 18" O.C. MAX. MIN IAA #5 BAR BENT ASSHOWN EMBEDMENT PRE -CAST .3 14' WINDOW 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" 7p„ ,Zk SILL FROM EACH END AND 18" v SLOPE O.C. MAX. MIN 1-1/4" R m EMBEDMENT OPEN FACE SHELqlN 2z8 (MIN 2 X 3) 23116 AS TO ALLOW BE TAPCON OR DRIVE PIN (MIN BAR TO BE PLACE SIZE.145 MIN HEADUPPERANDLOWE5 SIZSHANK BEDMENT I 2X4 SOLID BLOCKING E83 BOND BEAM MIN. REQUIRED IN FROM EACMIN H END AND SECURE TO SHEATHING EACH CELL HOOKED IN i 78" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK. EA. END N TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 7/16" OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW CMU WALL AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL 3 t `* C 5 SCALE: 314"=V-0" SCALE: 11/2"=l'-0" SCALE:34"=1'-0" PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. II SINGLE #5 CORNER D" BAR, 3Gx30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND.BEAM tS II I II 8x8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), PROVIDE #5 BAR SEE PLAN. I I / AT EACH SIDE STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SCAL� SCAL SINGLE LINTEL, MULTIPLE OPENINGS 1441 Ni RONALD REAGAN 8L LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 ww W.a bdosigngroup.com L AA #: 0003325 WWh� Ip aVHDIV. ee Lo SILVERADO LOT #40 BLK #18 PROJECT* 04128.002-40181 MODELa 4EAB "1672—ARIA" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B D TE 07/30/20 8CAXX: 1/4"=1'-0" 9FIEET s2.1A mkTAII Lemnelms 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 W/ (8) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 6. 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 2A PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER/ ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 4 CJ3 CJS �- 1 F_ 1A .1 CJ5 CJ3 CJ1 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WI (2)16d COMMON m ' NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO U BRACE TOP OF WALL. N N I EJ7nB w' - ATTACH uONTRUSS 4'-0" N p 11 W/ 10d N11 al (4" F GT AIL—_...... ........_..... ......=:_�_ ....... _ 1� _.•.•.•........ FNiEFABRICATEDFa00F ------_ TRU88ES m 240.C. MAX Q : ...._w.. . . . . . . . . . . . . . . 0 A2 ATTI A3 I ACCESS .. _ . ' �`Q y�4 A4 -------- = ---------- A6 = ...... ..... _ m1A A7 .1 N V4 A8G GT — — ,ears - N N it II 11 p U O pOp J� � m Ipq' Ip®1 'pry( M II Ipp' 4 p 1' It N� It It 11 NN qtl It it U N EJ7 CIGE FRAMING PLAN SCALE: 1/4" = l'-0" 7 8 .1 1 CJ1 CJ3 HE-. 144i N. RONALD REAGAN BLVD LONGWOOD, FL32760 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J m "44ii x J 6 Moo a � ausinv. ae LoT SILVERADO LOT #40 BLK #18 PROJECT 04128.00 -40181 MODE1. 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B 3 Dw� 07/30/20 SCALE: 1/4"=1'-0" 8HEET s3 ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE @ 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR DRAWINGS FOR REVIEW SHEATHING A-(1) SIMPSON HETAt6 TRUSS ANCHOR WITH AND APPROVAL FASTENER SCHEDULE" (9)10d x 1 }" NAILS TO TRUSS PLYWOOD SHEATHING, SEE "ROOFNJALL/FLOOR (1) SIMPSON HETA16 # 1100 UPLIFT SIMPSON 8-(2) SIMPSON HETA16 TRUSS ANCHOR WITH SHEATHING TRUSS ANCHOR WITH NOTE: A PT SYP #2 2" x 4", HTSM20 W/1010d TO (12) 16d x 1 }" NAILS TO TRUSS FASTENER SCHEDULE" (9) 10d x 1 }" NAILS TO 6", 8" x 4'-0" MAY BE ADDED TRUSS AND (4)1/4" x 2 1/4" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, W TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE O/C TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN CONJUNCTION ADDITIONAL PLY MAX. TO (16) 10d x 3 }" NAILS TO GIRDER AND fi", 8" x 4'-0" MAY BE ADDED x WITH ACCOMMODATE GIRDER # 1900 UPLIFT 2 SIMPSON ( ) (2) SIMPSON HETA16 TRUSS ANCHORS W/8" NAILS, 2 ROWS, 3" HEAVY UPLIFT TIEDOWN REQUIREMENTS. HPPOSI INSTALLED ON PRE-ENG TRUSS WITH (12) 16d x 3 }" NAILS TO GIRDER O/C TO FACILITATE ONE CONNECTOR OPPOSITE FACES OF ADDITIONAL PLY MAX. TO BLOCK WALL WI1010d TO tx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH 5" TITEN HO TO CMU AND SIDS TRUSS AND (4)1/4" x 2 14' TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. 14)1" x (12) }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3) 16d GALV. COMMON NAILS. ENGINEERED WOOD B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH ix2 SECURED W/ 1Gd TRUSSES @ 24" O/C, lx2, 2x WOOD FASCIA (2) }" x 5" TITEN HO TO CMU AND (18) SOS }" x GALV. COMMON NAILS SUBMIT SHOP DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER 12" O/C FOR REVIEW 2x SECURED W/ (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH AND APPROVAL GALV. COMMON NAILS. (2) }' x 5"TITEN HD TO CMU AND (18) 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 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = UA810 LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, L:1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) TITEN 2 ANCHORS MIN. C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) 2" COVER 8 2" APART TYPICAL TRUSS/ REPAIR OF MULTIPLE b � 1a 11SCALE/ "_,'_ TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 2a 2b 2c SCALE: 314'=1'-0'' GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d @ EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) W-1"TO 60'-0 (3) W BRACE SECURE 2x8 Pi. PLATE (i) "X" BRACE @ CENTER TO BLK W/ 1/2" OIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 1 D'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END ' NOT USED PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 6 NOT USED 5 NOT USED THE USE OF ALTERNATE MATERIALS MAY BE 4 NOTCH DEPTH 114*0 HOLE EDGE>5/8" USED SO LONG AS THEY CONFORM TO THE HOLE DIAMETER FOLLOWING < 2/5'D SGL. STUD OUTER 1/3 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL IF AND F2) LOAD CAPACITIES HOLE EDGE >5/8" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND AREA ix - SUBJECT TOFIAND F2FORCES. t �J BTM. HOLE DIAMETER PLATE < 315.0 DBL. STUD STUD NOTCHING ALTERNATE MATERIALS 11 AND BORING LIMITS (D`ion� S-N�� SCALE:3/4",,,-0" 1441 N. RONALD REAGAN Bl LONGWOOD, FL3276O PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com L AA #: 0003326 w a J i4n > tMDLY. & LAT: SILVERADO LOT #40 BLK #18 PROJECT* 04128.002-40181 HODEU 4EAB "1672-ARIA" GARAGE 19WING: LEFT PAGE: DETAILS 150 MPH EXP. B MMMIN DATE: 07/30/20 SCALE: 1/4"=1'-0" SHEET S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0" O.C. (AT 0 PRE-ENG'0 WOOD SHEATHING SEAMS) BLOCKING TRUSS (fYP) @ 24" D.C. NOT SHOWN FOR CLARITY) MAX 0 FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA, ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 37OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. GABLE END BRACING W1 PRE-ENG (GABLE TRUSS @ CMU WALL DOSCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA #: O003325 P y 13 14 sVHDIV. ae LOT: SILVERADO LOT #40 BLK #18 PROJECT# 04128.002-40181 MODEL: 4EAB "1672-ARIA" GARAGE SWING: LEFT PAGE: DETAILS 150 MPH EXP. B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER @ 24" O.C. BRACE W/ (3) 12d @ EA. SECURED W/ SIMPSON H10A TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND V-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE (1) "X" BRACE @ CENTER PRE-ENG GABLE TRUSS (2)'0(' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFNVALL/FLOOR SHEATHING FASTENER SCHEDULE" � SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1 x2, 2x WOOD FASCIA CONNECTION PER ZENGINEEREDWOOD SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d SIDE VIEW GALV. COMMON NAILS. TRUSSES (off 24" O/C, tx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT, 2z4 RAT RUN 12" O/C AND APPROVAL SECURED W/ (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED � W/ HIP RETURN SCALE:3/4"=1'-0" (,,� VALLEY TRUSS CONNECTION 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdosigngroup.com AA #: 0003325 J a � P 4 e f O x aHDm ee LOT V SILVERADO LOT #40 BLK #18 PROJECT* 04128.002-40181 WoDELa 4EAB "1672-ARIA" GARAGE BVrING: LEFT PAGE: DETAILS 150 MPH EXP. B D TZ 07/30/20 BCALM: 1/4"=1'-0" 3*1ZET S3.1C A GABLE - END HIP F�L ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-1 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-W 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 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA. SHANK TENSILE STR. SHANK 8d RING SHANK, 2 1/2" 0.120" 170,000 I G 16-2RINGS SCREW SHANK I ER NCH) 8d SCREW SHANK 2 1/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 ExrEwoR sHEA7HINo USE i/2"CDX OR 7118" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL. J Z Lu ZO � W Z 6 C? On 0 M 8d RING SHANK GUN NAILS Q 4" O.C. ., TOP & BOTTOM EDGES ,. rJ ZO z Q d nd 0) J Z . z (� z . - Y Q N O . m Go TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS onnc cucaTUlMr_ -_� .1111,1111,111,111■I T `,,1 ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 8d RING SHANK GUN NAILS - l� 6" O.C. IN FIELD - TYP. EXT. SHEAMPING ATTACHMENT FOR ROOF SH ATHI (O... TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS Q 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.6n)N FIELD J\ TYP. 3l4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES. DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 6th EDITION ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 630-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE Mr.. PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLASS•ONGROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI AND MODULUS OF ELASTICITY - 1.400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED, WOOD FOR NON-STRUCTURAL USES RATEDSHALL BE TO RETENTION LEVELS OF 0 25 PCF OF A BORATE PRESERVATIVE FORM -WORK: CORROBORATETETTRAHEDRAL (DO ). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED ANY I IM FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347. W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 12. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH 2" 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 E IGN B S D SIGNED ANNGS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR AND ASTM0 ('."^" REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES ACCORDANCE WITH TPI-14 NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION, HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, ANDD "TPIMTCA SCSI 1' 'TPUN ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED 20 paf TOP CHORD -non-concurrent REVIEW. TVP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" 06 BAR - 36' WOOD TRUSSES. 10 psf BTM CHORD -non-ooncunent #5 BAR - 30" #7 BAR - 42" TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE 36' x 36' CORNER BARS. BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.14982. 15 psf TOP CHORD 20 psf TOP CHORD (7 psf w/ ASPHALT SHINGLES) (10 Par W No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 Psf BTM CHORD 5 par BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WIND UPLIFT: 1 Opsf MINIMUM 101NCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 PM WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 psf WINO: DEAD LOAD SPEED MPH 3-SECOND GUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING 0150 (ASCE 7-10 (FBC R201) EXPOSURE B, RISK CATEGORY IN INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE, TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WITH BALCONIES (EXTERIOR) DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PUNS SHALL BE NOTIFIED TO THE AND DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS: NTS: PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: SOpsf, ROOMS OTHER THAN SLEEPING ROOM: 40ps1, SLEEPING ROOMS: 30pa/, STAIRS: AGE N SLEEPING OM: 4 ROOMS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED THE CONTRACTORS PRIOR SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM GRADE = PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM WILL . S LAY-UP RUNNING BONG UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE R ALL ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8' TO 10", USE ONLY MECHANICAL VIBRATION E AT TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING TYPE W OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EMEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENTTECHNICAL ENGINEER VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THHEE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRUCTURAL STEEL: BE MADE BY THE GEO•TECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36 F = 36 k 1 FOR ANGLES PLATES W-SHAPES STRUCTURAL TUBINGSHALL BE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT, CONCRETE SLUMP SHALL NOT EXCEED 5" d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C94 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN NMI NUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDGR WEATHER 1-lf2" FOR 45AND SMALLER 2' FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS I.12" FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS , ya , A A-5 0, Fy = 46 ksl. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE B. TYPE E OR S, Fy = 35 ksl. 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 -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION Ea SPACING REMARKS APPLICATION SB:E TYPE EPACWG RE.— IX2PTFURRMGTO MASONRY I CgJC. CABS HARDENED COK NAIL IIIY LONG. a aC GARAGE DOOR BUCK TO MASONRY)WING. NO WASHER TAPCON MABONRY FASTENER IT11lY I EMBED., "END DST., EDGE DI3T. 6W,PAL,E DOORB x ,SEENOTE6 CABS HARDENED NAIL 11lC LONG. a"oc STAGGERED WIN MDOORIFABTENED INTO MhRONRYICONC. GPAAGEDoORBUCK TO MASONRVlDONC. IR-DM. W! WASHER E.—ION-1 2A qC EMBED., A•ENDDST., 3'EDGEDIBT. WWDOW BUCK CASE HARDENED COIL YOIC WINDOwID0 Nl/ TENED METALSTNAPTo CONTACT THIS ENGINEER FOR SPACING a PT BEENOTES NNLI II2'LONG. STAGGERED INTO MASONRYICCnC. MASONRY/GONG. REQUIREMENTS ExT. SW MG WOR (2)..'TAPW1f 18` 0/C 11?EMBED,&. END NON -BE _WOOD E%PMA41ON �•EMBED.PEND 2K OIC BUCK 2x PT, SEE NOTE 6 No WASHER FASTDER DIST.,1 irz° EDGE DST. WALL TO DOING, SLAB ASHEP BOLT DST., 3• EDGE DST. 2x PT SWINDOW BUCK PISS—2 P. O'C TEND.05T., 112 P O TEEL COL., 9EE EB STAGGERED EDGE DST. NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAP SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED Wl TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL32750 PH:407-7745078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 � O pWLL q 9VsDiv. ae LOT SILVERADO LOT #40 BLK #18 PROJECT 04128.001-40181 WODZT • 4EAB "1672-ARIA" GARAGE 8WING: LEFT PAGE: DETAILS 150 MPH EXP. B PRINT DATE: 07/30%20 BCALE s*HMEs N1 4k 0