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HomeMy WebLinkAbout35648 Burma Reed Dr99 1828-4EBB-CAL199 HOMES 12602 TELECOM C)RIVE TAMPA FL 33637 T4&1: (813) 740-9720 Pax: (813) 740-9715 ALL CODES 9 i'.w..1 NATIONAL "iv AND THE i + t •., FK P • 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 . ► BtMMi� CODS, FZMDgMU4 CH SON (gplry) • AIL 1 L ��T� C�� •O.�ANCY - RESIDENTIALGROUP R. �+��� •coNSTRINCTION TYPE - VB '10. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXP�R, OSURE - B •I - RESIDENCE •2-STORY RESIDENCE - MAX, HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADC. ALT. BD. ED. CL CAB. CLG_ CLR CONc. CPT. C.T. D. DBL. D.G. DU. DIM. DISP. DP. DR. D.S. DTI. D EQ. EXH. EXT. F.G./Fx. F.G. FRJ. FIR. FLUOR. FR DR. FTG. GA. GAR. DISP. G.F.I. GL. GYP. 81). H.B. H.C. HDR. HGT. OR HT MY. ABOVE AIR AIR CONDITIONING ALTERNATE BOARD BOARD CENTER LINE OABRaET CLEAR CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL PDISHWASHER CH EEQVAALTION EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTMG GAUGE GARBAGE DISPOSAL CIRCUIT GROUND-FAULTINTERRUPTER GLASS GYPSUM BOARD HOSE 131B HOLLOW CORE HEADER HEIGHT INTERIOR INSULATION LAV. MUM. M.C. MFR MIN. M.T. MID. MIL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PIL P.T. R. RAD. RA.G. REF. RM. ILO. SD. SHT. SHTHG. SHwR. SIM. SL. SL. GL. STD. SWS TEMP. TEX. T.O.C. T.OS. TYP. U.N.O. V.P. W. W/ WDDw. W/H W.I. LAVATORY MEDICINE CABINET MEDICINE MANUFACTURER MINIMUM METAL LINTETHRESHOLD MOUNTED METAL, NOT TO SCALE NOT TO ER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DR E XTDRTOR SHEETS HUNG SHEATHING SHOWER SIMILAR SLID BJG SLIDING GLASS STANDARD SHFAR WALL SECTION TEMPERED CLASS THICK TOP OF CURB TOPOFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITN WOODWINDOW WATER HEATER WROUGHT IRON DATE DISC"IPTIG" g6AS CDg�D ARCHITECTURAL SHEET DESCRIPTION VV" 29I1 FDC UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES G Al -FLOOR PG A2D—ELEVATION „D„ PG El —ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI —DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL 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 ®I/I(,/Id CD'$RE•UTAUED Nn�uro SDNGELEVATIONSADDED � CD'S RE•1881ED 04/l9� FOOTIlGREVISIONPERM B0UE8 g61214 CDIFIE-loam 02/" ADM CMILEGGR)arERATGAP" MAIL (FORT MYERS) N9MAS PLANMANIENANCE 03AS)D REYMED LM SIZE AT FRONT ENTRY DOOR • 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 004A9 ADM ADDITIONAL RECEPTACLE N GARAGE PER UALL DATOM (MELD) I SQ.FP. CALC, S M44AS WISED NVAC VOL"_6 ON SOFT CALL SCHEDULE (MELD) 0610� 'DM'��rIONO DEEPFOOTER' DETAIL 12&" (ORL) LIVIN's I E528 SCi FT. GARAGE 430 66L FT. ENTRY 16 Sa FT. 84 TOTAL 2,362 6a FT. grbaug ADDED LEDLK+NTS IUTcraN DATNPER MARLDauEe OT/IS/IS ADDED STONE OPTION ELEVATION C N D (TAMPA) �� ELEVATION Ys' &DNG•ADDED LOUVER' GABLE ROOF 10lIan9 ADDED OPT. eF-V CEILING NE04TO 01 0 �� UBP CONNECTORS UATH �'�� COIN!'ECTORS 044M REVISE ENKAVENT RADON PLAN DrENS NS 04AVM DDT. SF•®, CLG. Wit- ADDED LED L*NT N FOYER 04AM® OPT W-V CLG. NOT. ELEVATION 'C'• REVISED HErAT OF ARCH UAY ADOEo ET.EvaTloNa 1'' "' (Oft) STRUCTURAL SHEET # DESCRIPTION 01AM0 ADDED ELEVATIONS T1G'•T1F1'-T18' (ORL) PG Sl—FOUNDATION PLAN PG SlAA—DETAILS PG 51.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES PG S2.I A —DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SN1—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE ASSUMES ASSU3 ALL LNABIITY 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 WILI RESPOND TO ALL WRITTEN RFI'a IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUDDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCT[ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PM: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com L AA M: 0003325 1 A m� �� GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (20171. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. WM WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR 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 SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHTTECT/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 N8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'% -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. t 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 TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES, TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. 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 ROCIRWALLIFLOOR 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. PLUINBN3 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 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 COVENNGS 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 FMMM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1 G63 -15A AND R703.7. FIRE REBR)TANr 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 CEIUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION, EXTERIOR SOFFITS 1. EXTERIOR SOFFITS (ALL REQUIRED SUPPORTS, BRACING, SUPPORT BRACING, ATTACHMENTS, ETC.) ARE TO BE INSTALLED SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) R703.1.21.1 SUCH THAT THE SOFFIT IS CAPABLE OF WITHSTANDING THE PRESSURES. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeaigngroup.eom L AA N: 0003325 7N IaA �q SILVERADO LOT #45 BLK #18 PROJECT 04128.00 -45181 MODEZa 4EBB "1828-CALI" GARAGE BIVMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B nw ` 07/27/20 aCALE: 1/4"=1'-0" a1FIEET GN 351-8' � ol- G : - - = 0!1111110111011111U11110 oi111 0 111w 1 w w Q w - w - O'11111110 - 01110 ; :I►' 1 / w - 11 I - w '/1 -Ills i - - _.LE C va m - m - i - ` - - w � A - - - �f % • - w - - / IV m i \ �� - =a• •� •� t11'/1 i - o • w • IJIFCI - 1�` o o h-" - V e • - 0 • a w nBOLLARD REa- ►.�..PER - BLIDG.GARAGE w - // w 0 - • w 0 FOYER I:II'li , �•�) o - - - - - w a - fw w w - - w w w w - I: 1 a . o 0ll11111110 0,11m1100 11]m 01111110! 011//110 -*9 u SQ.FT. CALL. S LIVING 1,028 SO. FT. GARAGE 430 60. FT. ENTRY * ea FT. LANAI 88 ea FT. TOTAL 2362 60. FT. 11=11INDErOMFORS OF" r sfB 019NG. BMW =E 1/11111a om BLMIII® NOTIIE FOOTAGE MIN. WINDOW N7 5 24/-33 CRITERIA EXTERIOR SWING 18 S 24/-31 DR. MIN, CRITERIA SGD. MIN. 41 S 23/-29 CRITERIA 1 16010 OHD. 112 S 20.4/-22.1 BASIC WIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP.-B, MEAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR BTH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. C TOP PLATE 9 i+1 BAR DETAIL A SCALE= 1/2'.l'-m' 's s DIM. VARIES ARCH DTL. B ALE: I/2 • I'-0' FLOOR PLAN SCALE, 1/4' " I'-0' NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICI0688, SOLID ORHONETCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MMTE PIPE -RATED DOORS. i441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-7746078 FAX 407-7744078 wwwAbdosigngroup.com AA A: 0003325 1N1� s36Q 8 m 4 b m stmDly. ae LOT SILVERADO LOT #45 BLK #18 PROJECT* 04128.002-45181 MODEFa 4EBB "1828-CALI" GARAGE O WING: RIGHT PAGE: FLOOR PLAN 150 MPH EXP. B 1, nwTE: 07/27/20 Al SHINGLE ROOF Filf" — 5KTIDcfT OR EQUIVALENT ® {� Ib'X62' FYPON DECORATIVE SHUTTERS OR EQUIVALENT 4• RAISED VIAND ITYF.1 0'-0' FIN. FRONT ELEVATION SCALE: V4 • P-0' TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FVICR R103A OFF RIDGE VENT FYPON LVI2X24 OR EQUIVALENT LIGHT 0'-O' FIN. OFF RIDGE VENT AREA OF ATTIC . 1364 SQ. FT. NET FREE VENMIAMON AREA REQUIRED = 1130D REQUIREDVENTIIATION AREA • 2364/300 = 7J8 VENTILATION AREA% SO, INCHES PER FT. (144) • 1134.72 S4 IN. MIN. REQUIREOVENTIIATION . .5% 1134.71 IN UPPER PORTION OF ATTIC - 56736 SO. IN. OFF RIDGEVENTIIATION AREA = US SIX IN. FERVENT 56736/115 TAL9OF VENTS REQUIRED 49M TOTAL#OF VENTS PROVIDED 5 •AREA OF ATRC ISTHE PFRIMITER OF THE HOUSE, LESS THE OVERHANG (IXTEflIOA OF WALLTO EXTERIOR OF WALL. NO OVERHANGS INCLUDED o8'-8' ERG. W.T. BRG. HGT. INK an v REAR ELEVATION SCALE: 1/4 • P-0• TEXTURED FINISH OFF RIDGE VENT S'-8' ERG. W.T. S'-8' BRCS. HGT a 0'-0'FIN. FLR _ ____-_-_-_-_________.-_ ___-----_______,_______--- _ �0'-O'FIN. FLR - RIGHT ELEVATION E: 1/4 • P-0' TEXTURED FINISH OFF RIDGE VENT i�b OFF RIDGE VENT i- N ----------_---_---- --------------------_-_ ,�0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 " F-0' TEXTURED FINISH ILA / 2' I 0 ' ECO. DTL. A BGALE: 1/2 - I' -0' FIN. FLR. A& 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774807E FAX, 407-7744078 www.abdesigngroup.com L AA R: 0003325 JR: 0003325 = l4 3: F D � 6 sunDiv. ae LOT: SILVERADO LOT #45 BLK #18 PROJECT 04128.002-45181 MoDEIs 4EBB "1828—CALI" GARAGE MITIMM RIGHT PAGL': ELEVATION "D1T t.150 MPH EXP. B M DATE. 07/27/20 BCALM 1/4"=1'—O" QIiffiET A2D OR ELECTRICAL LECsEND SYMBOL DEFINITION NOTES —e tmV OUTLET 20 AMP SIMILE PWLB Same OUTLET IIOV CUTLET N Q OUTLET amo TO SlaieN 4ON IIOV OUTLET ~a00 F1MT XT TYF7) 3@ 220V OUTLET r4) tome COktEG710N ETT. t1ATEe,R90P Grt71DO FALLr i OUTLET SIIEIUaA•IER �j 1RATCN SwTCM 31-"y OPER 64 OWTC14 4.01AY DPW I_/ 1 NALL MCI"= I- J LIGMT CEILMG LKW4T © LED CLG LIGHT LED VAROR ©vr PWOF LONT O VP VAPOR PROOF LIONT OMt76ND CAN vw-PAN 1oM PER SO, I.T. VENT. PAN n1'LIGNf I OM PER SG Fi. V PIMJM rePEca Tao GY gkmLom ® 2•I61Le WRAP AlapllD ( ) F 2•IMLO 4A4AF • L (SIAlAIZ M4TJ AItOSO 2' FLUOIdEOR 4' PLIIOITEOCat/T p�p W--rs•r 4' TRAM LIGHT tO PANEL db METER OS.D. aMlatE DETECTOR rMMALL / I NOiNTED Sti" DETECTOR RAU-RAetaw W-Han2m ®SpIm 8AC0 e'10q ottECroR ED�O 641re ca9FUTED a/4ALl M A DISTANCE OP NOT LEGS 714114 4- FROM UALL PEDANT Law NATURAL a" ► TMA-MM JACK 04 WATER HMTEa mmmomm- 12ALREfrOffi DISCON I OT E AIR olscaaEer SEE AMU ON F NE TELEVISION JACK CEILINGISM O J-O= TO K SUPPORTED N I V t906r ACtOOIID=6 S MNAwao Aa aNUN I.OIS Ec% CELNG F.AN,LIGHT TO = 11UPPORIVID IN ACACCORDANCE UV S M F4110110 AS SUCH FM MPECTT Ica 24• INCANDESCENT Lima ~ p`pQpp�p K• NC414pEacow LNwr ~ nnnn�nnnn N• INCANDESCENT Loa stRP PLOOD LIGHT � an. ealAerY KETTAD • PG. PIRA-eurror4 MR UIO PORT • LOCATION OF TV JACK& 4 PNOFL OUTLETS 4 PANS TO EE VERIFIED . NOM MOVAM PM--,P STRUCTION PEETNG. • ALL E 4 20 AMP 01%4NCl4 CIROATS TO BE ARO PAILT FTSDTEGTED PL'R E.EC:TIlIGAL FStOVEIOM CP mm Stu EDITION r201v 4 HNEC 2Len Lou EDITION. • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI . ISLAND (NOT ON KITCHEN CIRCUIT) • DISNINSIER DISCONNECT TO eE LOCKOUT N PANEL • MATHRIM" O04YMT PAN TO (LAVE MN CAPACITY OP 4MNIB , AUNID GROUD • LAIADRY ROOT 1lClPT SOINC PAULT ER fa IO BIIWPTER PROTECTION FOR N P PERSONNEL ON FEEDNte MIRMMEL • WRNG METHOD eE NON METALLIC PER ELECTRICAL P9tOLMSIOPE teat Atu m L(2 r2OM1 OF • ALL WOW TO COMPLY wTN ILECIRICAL PROVO" Q M PLCR ATY BD (20112 • ALL I-AM1Re el4u-L et SELaeTm eat eull�sR AND TM CP LtGN m MMT eE ENERGY ElIGIElT TYPE F4R ------------- IAANAI CEILI MTD. LIGHT I 'PRE -WIRED LIVING ROOM TO BE INSTALLED, CLG FAN PROVIDE I C ' \ `J PRE -WIRED J-BOX FORup OPT. FAN \\ wl CLG FAN / :DININGRGO-6' I reWlTcH _ � I I CABINET \ OPT; I ° \ I II \ / SINK I OUTLET laTC--- \ H FOR DW i \ ?"� \ RANGE I HOOD WIRE W/ \ I OUTLET FOR ® FUTURE MICRO I I _ — /86a I I eAeRMJpT�pv �a�` II I PRE -WIRED \ I CLG FAN \ I • I pGARAFORE I DOOR 1 a L II II I BATH #2 II ® I I Is/co 1 / BDRM.# / / FOYER PRE -WIRED CLG FAN BDRM.#1 � PRE -WIRED / CLG FAN 0 I I I I I BDRW4/ L `J PRE -WIRED CLG PAN \ I L LED LIGHTING ® SINGLE LAV. e BATH 02 1 I � I I ° i I s I I I I � I I L I LED LIGHTING ® DOUBLE LAV. BATH M 44'AiFF."" T(WH \ BOLLARD \ tI� AS \ WALL MOUNTED LREQ PER BLDG. • M \ LKTHT W/SWITC4 IN CODE \ ATTIC LCF.I CLG J KEYLESS OUTLET FIXTURE FIELDR C717,Te� a VERIFY IG IRRATION OUTLET a 4S' AFF. \ 8-N IL'JI ______________ — V ----------------------------- COACH LICIT ELECTRICAL PLAN SCALE, 1/4' a 1'-V' WP Panel MAIN - A PANEL: 8M6 V.P at breaker VOLTAGE: 120 /240 V -1 Ph MAIN: 1 SO Anp M.C.B FEEDER: 3. #1 Cu THWN & 1- 06 Cu (G) in 11/7' C. OR 3. #200 AL THWN & 1. #8 Cu (G) in 1 1R' C. Wln Pol. aIn D.a.N E waft a - At ci a t w.ft Dare on N. PO wIn 012 i 20 E#eMr R.c .elo GFI hrNe 120 1 2I ISM'. e12 2 20 hta inn Puna t000 3 N S 5 6 53N C GU: 7 ]5 2 R Sl— 7 8 PANEL: 42crt b—ker FEEDER:341 CuT"N&1-#6Cu(G)in11/2"C. PANEL -A VOLTAGE: 1201240 V-1 Ph MAIN: 150 Amp M.LO. OR 3-#WALTHVM&1-#6Cu(G)in112"C. V61. P.I. &In I Osocd on waft Came armI waft D...b non ab Fa. wha e 12 1 20 Sma. . 1500 1 1 2 8000 R.nP 50 2 R 1112 1 20 M1k. I NaoN GFI ISM 3 4 1 20 6.0AppN . lsook2ml a 4500 d.Kaatar 25 2 no 1 2U R.11 1500 6 1 20 00nM Rx .oft. APGI 1500 10 1200 DI. d GR 20 1 n2 1 W Bath GFI I= 12 Ism Ohh—.WGFI 20 1 012 1 15 f I Mal f Bad. 428*Y 5.N 02 APO POO 14 5000 orp'ofl 30 2 n0 1 16 Room lariat U AFDI am 16 1 15 IG.Mn,P ,BGnM U914, AFCI ON 15 1500 W.•h.r GFI 20 / n2 1 16 30&=AFCI NO m 1000 Door ar GFI 20 1 n2 1 20 Loon / 9a4 M / Om AFCI /200 2 12W Gan I Extab U. &Rao aaW AFCI 20 1 n2 26 Owen SUM AFCI 15 1 4 26 900 Oa ..mrmm AFCI 11 1 1.4 27 3 e 29 30 1000 M an eoa,.N 20 1 #12 31 s a 6 w 33 31 w 36 sp.. 8 .. 37 8 e R 2 b MC ANU-1 . 1(11A.t65% 5626 39 b Z. 41 42 Space Lmd s t W d mmd.atora.lou.Mm Illm 1 W W MW L..d,na.dt.danmE 9rctac.ICWNIons Ilhp Demand actor Cacuatbna: ABBREVIATIONS: AFa: ARC FAULTORCURNIERRUP7 R NC: NGNLONCIDENT LWO eft: GROUNO FAULT NMRRUPTER TUWINdw awes dt.M 42700 ' FMt 1 W W aah. N 10a% 1000a RenWMn am,do of 1MB0 Taal NC Intl loos LOAD CALCULATION 18 BASED ON AK NON.COINC3DENT LOAD Tdal Cm lmd Waft 33s0a Total s(was / 7A0 a19s) 141.9 General Lightino & RacA tact. Load Tao NO s wn Fast 182 G.naN M & Rac 3 W / 6 . Ft. MINI HMO. 1 et1LSlNA.i Mat 101)% 85 T.w G.n.ra1 uj" a RN (waasl 5548 CIdw Tohlaelb G.." Lh a R. P. 0 A 91 617 5548 150 AMP ELECTRICAL RISER NOT TO SCAM ELECTRICAL MATWAL& AID INSTALLATIONS &I" = Y = ELECTRICAL PROVISIONS OF THE lGTlbi f2ARTt LOCAL CODES. AND ALL LOCAL FOARK COMPANY PEGUNOWI M e. ALL CONDUCTORS SMALL M TYPE THIN/rWN UNLESS NOTED OTHERWISE • PS GL N 2' CONDUIT 2' CCIOUIT OR 2A0 AL DISC NATION SERVICE DISCONNECT T M N AND M M I SLECIItlO METER N NEMA SIR Q4=11KNIN IIN RANGE SERVICEErAN6RM RM MYSTW OQONS TAM 1LRTAM AT VOLCGNENE OTIONS elm" TELEVISION saw = arowamea raareeNr 1 .4 CU SERVICE GROUND C 4WA4=7ED TO CONCRETE ENCASED POO" STRL PER ELECTRICAL PROVISIome OF TIE aw.BASH EQIIImLaEl11 &a' CIA Sr 6 PT LONG 00PMIt CLAD GROND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 327W PH: 407-774.6078 FAX 407-774.4078 www.abdosigngmup.com AA * 0003325 J w> 0 � aD 1 BUDDIV. &c LOT: SILVERADO LOT #45 BLK #18 PROJECT 04128.001-45181 MODElu 4EBB "1828-CALI" GARAGE 81FMG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B 1 RESSE DAMS., 07/27/20 ECAL.E: 1/4"=1'-0" SHEET E1 TO PLUMBING PLAN MALE. 1/4 . I'-0' VTR KITCHEN SING U!/ AUTO VENT jl1r � /2�yt 1/2 I I/2•� 2' �pl�i I/!' TUB I A. ,- 2' VTR2• 1/2' II/2'� 12• �\ we r I 1/7'- 2• I g• I \ 3 ;.I� LAB I I OHM 2 L N WASHER 2' PLUMBING RISER DIAGRAM 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 FM: 407.7746078 FAX: 407-774-4078 wwwabdosigngroup.com AA 0: 000332B 1 S{6a r f� r W b KbK 6 st mDLV a LOT, SILVERADO LOT #45 BLK #18 PROJECT# 04128.002-45181 1LODELe 4EBB "1828-CALL" GARAGE 8WING: RIGHT PAGE: PLUMBING PLAN 150 PH W.,V ?I � F`PRDFTDA 07/27/20 sCAL.E: 1/4"=1'-0" sHEET P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALj, 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 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBC 6744 EDITION (2011) MECHANICAL 15LM CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IN CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHAD, 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 6114 EDITION (2011) 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 WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND ISE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DSF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX SIX ELSOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL Ey 3/4' PVC CONDENSATE DRAIN LINE EVAR TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING WIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 3013.4 HVAC DRAINS 50MIATED NICKEL /— FIN, FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG �— FITTING OR EXTENSION TO SOIL OR WASTE AS //-- REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYPN LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY OPUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LIKE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LION O/A OUTSIDE AIR ® THERMOSTAT (M PASS-THRU AIR GRILL SECURE STRAP TO CONC CONDENSER W/ (2)-3/16'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLOB SECURE STRAP TO WIT W/ (2) `SXI I/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE. MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING SEE SPEC. 1'-S'XS' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED zEXT. GROUND CLEAN -OUT (TYP NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED EQUIPMENT ABOVE PP.E. ELEVATION. MECHANICAL PLAN SCALE: 1/4 " I'-0' 101 i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 —,bl-I,ngroup.com AA X: 0W3325 A rr�74 4 br 6 :o a BUDDIV. k LOT: SILVERADO LOT #45 BLK #18 PROJECT 04128. 01-45181 MODELa 4EBB "1828-CALI" GARAGE NWn490: RIGHT PAGE: MECHANj PLA 150 MPH E DA1'1C: 07/27/20 , 8CALE: 1/4"=1'-0" M1 ��,��.+.��- l� 2X4 TOP PLATE IDE PRE-FAD TRUSS 14' CL.G. BOARD 14' DRYWALL —, T`h- SECURE ST. - 2X4 WOOD PLATE TO O R STUDS 024' W/ ATE MASONRY \ STLI NAIL • 32' Or - MAX MAX SLAB NOTE: STUDS IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MORE THAN I6' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.C. FIN. PLR. 1' � ' 4 TYP. INT. WALL NON—BRG. \llal SCALE. 3/4'.I'-C' FIBER03LASS SHINGLES OVER r30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90S.1.1 ON }' Oba. SHEATHING OR p CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS MTL. DRIP EDGE 2x FASCIA PER I y TYP. ELEVATIONS ON. VENTED SOFFIT / 14' THICK, 2 COAT PORILAND---L— CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,_ 5' DIA. SLEEVE, DO NOT GUT BOND BEAM - SOLID GROUT W/ (1)- 05 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM D1 SCALE:3/4'-1'-0' AV om I`r aAN"M GAO LN ,cm r am..L. ao. IOCD a.r GAS LINE THRU BLOCK aCLL.b N'•fJ` VJ' THICK, 2 COAT - FLASTER AMID DIIoCTL7 TO MAOCtRY AF194WT APPROVAL RJQ uv PIaoDUCT APPROVAL RaQ a GARAGE DOOR JAMBS D1 SCALE: 11/2'-V-0' D TO ftL PM iL Raa woo FIBERGLASS SHINGLES 2X4 SPF 24' O.G. MAX. OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS FIBERGLASS SHINGLES SYNTHETIC PRODUCT, 0 EA END OVER 130 FELT PAPER INSTALLED PER SECTION 2x BLOCKING 15ETWEEN TRUSSES FIBERGLASS SHINGLES OR SYNTHETIC R905.0 ON j' O.S.D. PER STRUCTURAL DETAILS OVER W FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR;' COX SYNTHETIC PRODUCT, PER SECTION R905.1.1 PLYWOOD SECURED PER INSTALLED PER SECTION ON 1}' ObB. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR j' COX 5/S' GYPSUM DO OR 1, =X PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER SECURED PER OR 1/2' HIGH p-®• 1,-®. FASTENER SCHEDULE STRENGTH CLG. FASTENER SCHEDULE TYP. TYP. F'!7E-ENG WD. TRUSS BOARD All MTL. DRIP EDGE O•H• O.H MTL. DRIP EDGE REFERENCE 2x FASCIA PER STRUCTURAL 2x FASCIA PER PER ELEVATION ELEVATIONS ELEVATIONS SEE ENERGY CODE FORME FOR PRE TRUSS CONT. 2x RAT RUN SECURED PER INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT REFERENCE STRUCTURAL SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE PRE-ENG GABLE iRU88 INSULATION R-VALUES PRE-ENG. GABLE TRUSS PER ELEVATION WEEP SCREED PER ELEVATION 2x FASCIA PER WEEP SCREED ELEVATIONS 2x P.T. SECURED 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED ER R-4.1 INSULATION STRUCTURAL DETAILS PER STRUCTURAL DETAILS VENTED SOFFIT HIGH STRENGTH CLG. BOARD WINDOW ATTACHMENT AS PER MANUFACTURES �SPECIFICATIONS R-4.1 INSULATION - Vi' THICK, 2 COAT REFERENCNT STRUCTURAL WINDOW ATACHMENT AS E MANIFAc TTURES SPECIFICATIONS PLASTERDACEMED DIRECTLY TO MASONRY FERENCE Ix2 P.T. FURRING STRUCTURAL STRIPS 24' O.C. 1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING . EMENT PLASTER APPLIED gcm 24' Or — STRIPS a, GYP. WL. BD. DIRECTLY TO MASONRY 1/2' THICK, 2 COAT 1/2'GYP. WL. ISO. PORTLAND CEMENT WOOD BASE S' CrIU �— WOOD BASE PLASTER ED DIRECTLY TO MASONRY J, V'-0' FIN. FLR a q n W/ WINDOW OPENING TYP. WALL SECTIONWALL SECTION " " NO OPENING NOTE: PER SECTION 905.1.1 - FOR ROOF 4 1—STORY HIP BLOCK WALL (2 °LAAYER�UTO RLAYMENT SYSTEM D1 SCALE. 3/4'.P-0' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6i5i a, cmFLR � a FIN. FLR a . tl .. e a N W/ WINDOW OPENING BALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL 1 SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosogroup.com AA M: 0003328 L h us x fl avBaly as LOT: SILVERADO LOT #45 BLK #18 PIROJE7CT 04128.60 -45181 MODEIr 4EBB "1828—CALL" aAItA Z 8WINa: RIGHT 3PAaa: DETAILS %150 MPH EXP. B Ia A E: 07/27/20 CAIM: 1/4"=1'-0" RDIT Ii>cE'P D1 rm 2X6 P.T. 6 CENTER OF DOOR MADER 6ECURED 6V (U V2' X 6• J-80LT W/ 4' MIN. 131MEDFENT W/ 2' X 2' X I/6' WASHER 4 NUT OR Wi (2) U2' X 6' ANCHOR 801-TS W/ 2' X 2' X V6' WASHER NUT ® 6ECWE 2" ON ® MAT TO 8LK m p UV MASONRY NA" 2X6 6ARAW DOO 60K WMIRED R UV (5) V2' X 6• J-DOLT OR ANCHOR DOLTS, W/ 4' MML EMBEDPIENT, UV 2' m X 2• X U6' UWAMR 4 NUT. (1) WN TH 6' OP TOP, [U WTHIN 6. OP THE DTK (3)EVENLY SPACED. I4 NOT" ALL ANCNOIIB SHALL 8E IN ACCORDANCE TO M~ACTIIQR6 INSTALLATION NSTRICTI" WERE 611GI N&TRI)CTIO)6 AM MGRE 6Ti6J6lWT GARAGE DOOR 1 BUCK ATTACHMENT 8' CMU is. DRYWALL I'X4' OR PX2' P.T. NAILER ❑ Ix4 P.T. OR V'4X4' MIN. SECURE TFIRU FRAME 1 EXTEND IY: INTO BLOCK W/ )W TAPCONS (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4 WITHIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 4 OR +5 4 A SCALE: N.t . 2X4:= SECURE TO BLOCK W/ TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 1 18' O.C. MAX SPACING. 2X6,® SECURE TO DLOC:IK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MR HEAD SIZC-4O MIN. EMBEDMENT 149 WITHIN W OF EACH END 1 8• CMU 18' O.C. MAX SPACING, V DRYWALL 2X&, 1'X4' OR I X2' P.T. NAILER SECURE BLOCK W/2-1N6'7tTTACW CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8. OF EACH END 1 MANUFACTURES DETAILS. 18' OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +1-1/2 inl 110iDOW TO BLOCK +1-1/2' E= MT . 2X4m SECURE TO BLOCK W/ TAPCONS (MIN, SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WTHIN 8' OF EACH END 1 NOTE= STRUCTURAL 2X IVOZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6,m SECURED THROUGH SEACURE PCONSTO BLOCK W/2-%' NON-STRUCTURAL MRSED (MIN, SHANK SIZE .145 EMBEDN MIN. IY4 MIN. HEAD SIZE 300 Ml:NT INTO BLOCK. MIN. EMBEDMENT I Yi) CMN WITHIN 8' OF EACH END 1 ' DRYWALL IW O.G. MAX SPACING. ❑ 1'X4' OR 1'X2' P.T. NAILER 2X6=m SECURE TO BLOCK W/U-%. )6' OA,D. X 4' MIN. TAPCONS (MIN. 3 SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 00 DOOR JAMB OR WINDOW MM. EMBEDMENT 1 Y♦') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. W!' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO C BAK +1--5U/5/p" W AOBK ALE: N.TA. 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y: ) WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' OZ. MAX SPACING. MUST BE ON OUTSIDE • 2X6ms SECURED THROUGH SECURE TO BLOCK W/U-INS' NON-STRUCTURAL W6' TAPCONS TAPCON MIN. i Yi (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) e, CJMU WITHIN 8' OF EACH END 1 K• DRYWALL 18' O.G. MAX SPACING. 2E'� ❑ I'X4' OR Da- P.T. NAILER SECURES TO BLOCK W/2-Il(r' CASING TAPCON (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOJAMB OR WINDOW MIN. EMBEDMENT 1 Y4)A—ATTARCW TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING NOTE- SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +2 1 } WINDOWTO BLACK +2 1 4 �' , KT . 2X4m SEATO BLOCK W/ �1(6' (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 6' OP EACH END 1 MOTE, STRUCTURAL 2X MAX SPACING MUST BE ON OUTSIDE 1 2X18' �= SECURED THROUGH SECURE TO BLOCK WR-V.'NON-STRUCTURAL )1(6' PCONB TAPCON MIN. I-Y4 (M19 (MIN. SWANK SIZE .145 iDEDMENT INTO BLOCK MIN. HEAD SIZE 300 _LF. Cm MIN. EMBEDMENT 149 - DRYWALL WITHIN W OF EACH END 1 18' O.G. MAX SPACING. ❑ OR I'X2' P.T. NAILER 2X8mp �.X4' SECURE TO BLOCK W/2-Vol TAPO" DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT 149 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. "0=6 w+.s� roP1Yf.YM6,Oonoi omso>:•� DOOR JAMB TO BLACK +3" E SCALE= N.TAIF TO BLOCK +3" . 2X4m SECURE TO BLOCK W/ OW TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X IV O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2>%� SECURED THROUGH SECURE TO BLOCK W/2-I)(6' NON-STRUCTURAL 3(6' TAPCONS(MR SHANK SIZE TAPCON MIN. I-Y: 145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') 5' CMU WITHIN 8' OF EACH END 1 WALL IB' OC MAX SPACINGR 2Xe,mSECURE I')Z' P.T. NAILER TO BLOCK W12 SECURETOTAPCONBIMIN. SHANK TUMENDER145 *AtTTACH d WITHIN 8' OPEACH MIN. HEAD SIZE 3006' TO 8' D.C. MAX MIN, EMBEDMENT 1 Y4)CASING WITHIN WOF EACH END JAMB OR WINDOW IS' O.C. MAX SPACING TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y: ) DOOR JAMB TO BLOCK +3" 11 TO BLOCK +3' H' SCALE= N.TA. 2X4m SECURE TO BLOCK WVYi TAPCONS(MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN W OF EACH END 1 MUST BE ON OUTSIDE 1 18' O.C. MAX SPACING. SECURED THROUGH 2X6=m NON-STRUCTURAL Y.' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y: TAPCONS(MM. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I 149 V DRYWALL WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2Xmo 8 ❑ SECURE TO BLOCK WA-1/4' )(6' OA.B. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN W OF EACH END AATTACH TO 2X PER 18. Or -MAX S"AC� MANUFACTURES DETAILS. .mr.«..=sw ro "ues,rs,00 sa ecs;v DOOR JAMB TO BLACK +3-7/16- v 1/DiDOW TO BLACK +3-7/18" E: RTA. 2X4m SECURE TO 15LOCK W/Y4' TAPCONS (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X ID' O.C. MAX SPACING. MUST BE ON OUTSIDE 1 2X6m SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL T)(6' TAPCONS TAPCON MIN. 1-)4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 MR EMBEDMENT I Yi) 8' CM WITHIN 8' OF EACH END 1 )S' DRYWALL 18' O.C. MAX SPACING. PX4' OR DO' P.T. NAILER 2Xbm SECURE TO BLOCK W/1XMAMPACIURIES P.T. X 4' MIN. TAF+CONSOOR CASING (MIN. SHANK SIZE 34D MR DEAD SIZE 300 MIN. EMBEDMENT I Y4)OOR JAMB OR WINDOW WITHIN 8. OP EACH ENDTTACH TO 2X PER 18' O.C. MAX SPACING. DETAILS. NOTE= SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3 3/4" H 11DIDOB CK +3 3 4" E= RT . 1441 N. RONALD REAGAN OL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA S: 0003325 S1 O C i� a BUBDIV. 6c LOT SILVERADO LOT #45 BLK #18 PItOJLCCTop 04128.002-45181 MODEL: 4EBB "1828—CALI" GARAGE awlNG: RIGHT PAO1C: DETAILS 150 MPH EXP. B ROLAND A ABOOGBACRA L AR NO 93723 J DrtmT A 07/27/20 8CALE: 1/4"=1'-0" a*== D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 12473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 20456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13972.8 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 22/31/2020 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 10446S SIMPSON STRUCT, COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 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 KAYCAN LTD. PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL16503.1 AMERICAN CONSTRUCTION METALS WALL PANELS EXT. SOFFITS 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.30 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL 16982.3-R3 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL#35353-R4 MI WINDOWS & DOORS WINDOWS HORIZONTAL MULLIONS 2017 FBCR 12/31/2020 FL#15353-R4 MI WINDOWS & DOORS WINDOWS VERTICAL MULLIONS 2017 FBCR 12/31/2020 FL 15076.1-RS GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5684.2 - R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.20-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.2-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.3-R6 THERMA-TRU EXT. DOORS 6'-B" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7347.2 THERMA-TRU EXT. DOORS 8'-0" EXTERIOR DOOR 2017 FBCR 12/31/2020 FL 7630.2-R7 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR w/SIDEUTE 2017 FBCR 12/31/2020 FL 9223.5 - R7 THERMA-TRU EXT. DOORS SWINGING EXT. ONE LITE DOOR 2017 FBCR 12/31/2020 FL S891A-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 21/31/2020 FL 10758.1-R7 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL15216.1-R7 OWENS CORNING- RHINO U20 ROOFING UNDERLAYMENT 2071 FBCR 12/31/2020 FL 3792.2 LAMANCO, INC. ROOFING ROOF VENTS 2017 FBCR 10/4/2020 FL 10477.1-R5 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13192.1-RS JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13223.1-R4 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 13265.1-R3 JAMES HARDIE BOARD SIDING 2017 FBCR 12/31/2020 FL 7006.1-R9 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WWW.FLORIDABUILDING.ORG CONTROL DATE: 07/27/2020 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH:407-774,8078 FAX 407-7744078 www.abdeslgngmup.com L AA #: 0003325. R yrV -g Q io m o �ul o eUNDIV de r o1` SILVERADO LOT #45 BLK #18 PROJECT# 04128.002-45181 MODRU 4EBB "1828-CALI" GARAGE O IMO: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B D181 & mmoofflIN A07/27/20 SCALE: 1/4"=L'-O" BlmzT D3 PREFORMED CONTROL JOINT RANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH a S' O.C. MAX (VERTA NOTE,. DO NOT FASTEN C24TIWL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES UY MAY BE USED SPEC RC CONTROL JOINT TEMP. DURING INSTALLATION FASTENERS TO BE SPACED • V Orl MAX VERTICALLY i' THICK 3 COAT CEMENT PLASTER WPM LAYER -2, FORTNNBER BUILDING PAPER APPROVED METAL LATH FASTENED all (VERT.) O.C.. MAX AT SUPPORTS UM LAYER 01, STUCCO WRAP WOOD SHEATHING 777 i io I• LATH SHALL NOT SAP nx Be CONTINUOUS ..Tow n 6• To w TMROi CONTROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH DIRE. F7ROVIOE 2X4 SLOCK1142 PER ASTM CI063 PLACED FLAT MAX W TO V TJO.L4 \ FROM CONTROL JOINT UNEN / CONTROL JONT FALLS ON I. FASTENERS FOR LATH AI TO BE MAILS DTRUCIURAL STUD STAPLED IN COMPLIANCE IIV ASTM C1063 2. WRE TIES TO BE (NO. 16) 040415' WRE / 3. BLOCKING SNOIIN MAY DE IN ADDITIT TO WALL STUDS REMIRED PER PLAN \ O,MILD tiu.AO•PT.A O LR"6AWO•PT. A ®r 7. GNAW . PT. 6 Mw ♦ AY NOTE, APPROVED BUILDING WRAP SMALL OE LAPPED A MNMUM OF 6' • VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO ISE TAPED WTH FORTIGER 814EATHING TAPE / I• P LAP • ttTAL LAIN LATH VERTICAL LAP TO ISE I' . METAL LATH UIRO LAYER et STUCCO WRAP •nm a IJUW LAYER 4, FORTIROER \ OUILD6G PAPER PER LAP SCALE. I IR'.I'-0' ® KICKOUT DETAIL SIDE E LA" OF METAL PLASTER BASES SMALL OE SECURED TO PRAMING MEMBERS. THEY SMALL BE TIED DETILEEN SU°P'ORT6 WITH VD415-IR (121-MM) MRS AT IMMRVAL6 NOT MORE THAN 1' (22111-MM). AD PER ASTM 011111611, IAL EER PREPAIR OF TEARS IN WPM LAYERS, TEARS MAY BE PATCHED WrAOUSE URAP TAPE PER MANW. SPEC OR PEEL 1 STICK 1 03 COAT CEMENT PLASMETAL LATH WOOD SHEATHING U1000 DTIZ: SHEATHING STUCCO 4'.W SELP-ADNERING I"EMORMNE PLAORM (COMPATIBLE Ii NOUBE�\ s. W WP MATERIAL) OVER I` OR LAW PIPE PENETRATION � CUT AID OVERLAP ONE 610E OP SELF -ADHERING MEMDRAINE FLASHING O EP 01 NOTALL FASTENERS (CLP6, STRAPS, 8TAPLEB) AD — REQUIIiED RE PE/ WITO SECURE! PRE TO RRAMNG PIPE N.T.5. S. STEP 02 6'x6' SELF -ADHERING MI MORANE FLASHING (CO"PATIOLE UV MORE WRAI° MATERIAL) OVER 4'x4' KELP -ADMIRING MEMBRANE PLASMNG OVER APPROVED MOUSE WRAP. FLdSLIRNG TO EXTBND ONTO PIPE CUT AND OVERLAP ONE 610E OF SELF-ADNERNG YEMISRANE PLASHING um LAYER 4. FORTPISER BULDDIG PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER Wx4' SELP-ADHERING I"EMORow FLASHING OVER APPROVED ~ GELF-ADHERING MEMBRANE PLAS14M OVER APPROVED HOUSE WRAP. PLASHING To EXTEND ONTO PIPE 11L' COW. BEAD OF SEALANT INSTALL APPROVED HOUSE~ AIR INFILTRATION DARRER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. P114161116EE TYP WALL SECTION) PER SECTION RTQ9.7 Exterior use of poM1arM cement plaster shall oanWy xlth the application regLAra ants of ASTM C 92612A. Installation of exterior lathing and framing shell o Vy Wth ASTM C 1063-12A. ®L,�� ® L„w.■uNm�n.A G— WOOD SHEATHING OR CMu let. A i.ClA16•Mt.6 WRB LAYER MI, cpsem . PT. c STUCCO WRAP (FRAME ONLY) FOLD Mr. c clot pl. a eRRAse • Pr. e 6 tILL n. a ictletis ® DDTN't~A"'R ® ' THICK, 3 COAT CEMENT PLASTER (FRAME), 2 GOAT E G LI N D �. CEMENT PLASTER (CMU) RP i METAL LATH (FRAME ONLY) �,, o j;; ® �� LAP WRB LI TAPE OVER DRAINAGE PLANE (WRB Mw ® ROOF/WALL SCREED 'TM � : �„T LAYER 01, STUCCO WRAP) =00..w. � �' THIOc 3 COAT CEMENT Z 5'Xrp' V TYPE CONTINUOUS WRB LAYER "2 (FORT IF 1 BER — — —" — — eal•R+rAL FLASHING-5 n.ASTBt(erw'eOAa (NAIL TOV. TROOF DECK, NOT BUILDING PAPER) WO LAYER-2. PORTIFIBER WALL SHEATHING) DUILOM PAPER ORN•6 ONLT) 00 LAYER', CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STUCCOWRAPfFRrE— INSTALL WITH ROOF CEMENT 0 ,= MMAL�NeM1M�tll.WA6TOPiM� 6 MRR4 OR cm I STUCCO s�aeWu rose �� ROOF CEMENT KAU" a I ROOF PER ELEVATIONS WOOD SHEATHING g (so \ SELF—ADHESIVE FLASHING - — — — — — \ . NOTE: METAL LATH: LATH TO BE PER SECTION RT e{l ow, M "MR Tnow_mm aft R-1031.1 / ASTM C-84l-09, MIN. 2.5 LBS. L RMTAIJ. MKKVr PER SQ. YARD (UTILITY OR NOMINAL DRIP am, OVERLAP S. swavomeni W. s,macg' LATH DOES NOT MEET SPECIFICATIONS) 661ATM W O1lCMANICALLY FAICIA. tA[.P " L" FLASHING PAefei 4. OG. MAX 5 N.T.S. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH:407-7746078 FAX: 407-7744078 www.abdesigngroup.00m AA S: 0003325 W Its }} a k� 6 g� 6 I 8RU Div & LOT: SILVERADO LOT #45 BLK #18 PROJECT* 04128.002-45181 MODEU 4EBB "1828-CALI" GARAGE OWWO: RIGHT 1PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B INSTALL 6' SELF -ADHERING MEMBRANE PLAS14M OVER STUCCO TOP, SIDE(S) AND BOTTOM FINISH FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. 6' SELF ADHESIVE SECLOENCE OF FLASHING TO BE, L BOTTOM, 2. SIDES, 3. TOP OVER TOP 4 SIDES X: VENT CAP 16 TO DE SET IN DED SELF WOOD 8FIE OF SEALANT AT TOP AND FLASHINt's LAYERR M, SIDES ONLY. SEALANT 16 TO DE UNIT STUCCO WRAP TOOLED 60 AS TO DEFLECT i WATER AWAY FROM JOINTS. LATER 7, FORTIFIBER 1441 N. RONALD RFAGAN BLVD zE-2 PREMANUFDRYER BUILDING PAPER LONGWOOD, FL 327W DEAD ALL AROUND 1 � VENT -APPLY SEALANT ALL . VENT CAP (SET IN METAL LATH PH:407-774-6078 � JOINTS AND MTERSECTIONB CONT. SEALANT)WOOD 6N DD FAX: 407-7744078 wwwAA 1 APPLY SEALANT AT PERIMETER OF CON6TI®ICTION . ;�—�M #: 000332p.com AA M:11003328 BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STFI IOWRAL • V OG. MAX ON ALL SIDE&A CAULKING • JOINT ALL AROUND SEALANT 0' CM I TOP t SIDES V 70 ' MID -WALL PER SECTION R703.7 WEEP &NW EXta W IS ft slid plasteft PACKER ROD 1 1 Exterior use of Portland cement plaster shall comply with the application 6 B DRYER VENT (BLOCK) A {x, requirements of ASTM C 926-12A. s' 6' WIDE STRIP SELF .•1 � ADM" FLASHING, CLEAN Insta° of exterior lathing and framing 1 X shall comply I 'X. shall comply with ASTM C 1063-12A. i MASONRY BEFORE APPLYING WRB LAYER -1,�TEMUIIED STUCCO WRAP � FINI • M ASONW I . • HOODED VENT BUILDING PAPER OVER 'QUICIG HORIZONTAL WEEP SCREED THICK 3COAT CEMIENT FLASH PLAS — —� (FRAME TO BLOCK METAL LATH — — WRB LAYER 12, FORTIFIBER PIPE THROUGH WALL BUILDING PAPER WOOD SHEATHING C � Fa gg DRYER VENT (FRAME 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF.SPECS) 8' BUILDING P UNDER 01.11 FLAPER ASH' CUT OPENING INSTUCCOYER WRAP HOUSEWRAP FOR BOX INSTALLATION !;40APPROVED CUT 'X' INTO A VENT PENETRATION WRD LATER h, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING k SCALE: N.T.S. x APPLY SELF -ADHERING WOOD SHEATHINCs NG RANE FLASOVEER I OVER BOX AND APPROVED WRB LAYER 7 STEP #1 STEP #2 APPROVED BE L60WEW¢AP WRB LAYER 7, STUCCO WRAP ELEC. METER FIELD I VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION GUT SUCH THAT ® APPLY 60 MIN SELF -ADHERING NO MEMBRANE _ GRADE 'D' FELT ® 1 MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING AND ONE (1) LAYER OF PAINT EDGE A► DVER PRIOR TO INSTALLING ELEC. HOUSEWRAP METER ILM LAYER 02, FORTIF15ER CAVITY TO BE FILLED STEP 113 BUILDING PAPER 19 WITH RIGID POLYMERIC STEP #4 LEGEND ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) APPLY A SILICON ELASTOMERIC DRAINAGE PLANE (L1R5 BASE SEALANT AT POINT COATING OVER STUCCO/ G.V. IF LAYER 01 STUCCO WRAP) THAT ELEC WIRE PENETRATES IEEE TYPICAL WALL SUDDIV. a L°OT SILVERADO LOT #45 BLK #18 1r1t0jzCT# 04128.002-45181 MODRIs 4EBB "1828-CALI" GARAOR BWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B APPLY E-2 DEAD— OVERe.e.e SECTION) WRB LAYER 02 (FORTIFIBER — — — — — GRDE 60 MIN METAL LATH BUILDINGS PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT SEALANT AT DALL METAL LATH X—X—X—X 4 1 COAT OF PAINT W/BACK- JOINTS OI TTS AND IONS ° ROLL PRIOR TO ELEC. METER INSTALLATION i STUCCO PROVIDE STUCCO SCRATCH Al COAT LARGER THAN THE ELEC. WOOD SHEATHING ® METER CAN OR METER CAN COMBO OR METER CAN AND NO 9340 SELF-ADHESIVE FLASHING — — — — — DISCONNECT STEP *5 STEP #6 NOTE: Dw � 07/27/20 METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT O ELECTRICAL RECEPTACLE BCAL.E i/ /27/ 0„ R'103.1.1 /ASTM C-84'1-09, MIN. 2.5 LBS. O PENETRATION ems' PER SQ. YARD (UTILITY OR NOMINAL Yd A� LATH DOES NOT MEET SPECIFICATIONS) Wl� r LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO --7 7 WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — 2 1/2" k CORNER BEAD (FASTENER 4 SPACINCs 0 '1' O.C.) Cm gib' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FM: 407-774-6078 FAX, 407-7744078 www.abdesigngroup.com L AA X: 0003325 J 6 114 7 q b is 6. w x 0 BVHDIN , LOT SILVERADO LOT #45 BLK #18 PROJEOT 04128.001-45181 MODEIs 4EBB "1828-CALI" GA tAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B �I Pon DAPE: 07/27/20 BCALE: 1/4"=1'-0" SHEET ilUA3 LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 62 (FORTIFI5ER - • - • - • - 5UILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - WOOD C4"Tf44TION BEYOND WOOD SHEATHM6 BARRIER 1^iE9lenVe BARRIER 12 Xx T Ate: LAP Glom / \ W OE-AD4004 AL UZATWER ME616TIVE BARR STARTER STMW / \� \� UBATWM RESTIVE 111k5im OR\\\ y W464 6ALV9 FETAL bALV'D FETAL •Z' R.ASHM6 �'Z' N-ASHM6 an W30D FEFEBR x 6' Se'LLATED TRIM MB'DER GAP UMC.AULKM QOR A�PPRO9VQEED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME �J TRANSITION WOOD 0ONSTIF=71ON BEYOND WOOD 6HEATHM6 WEATHER PM16TIVE BARRIER M ./ on Wc 1REJA'EALLAPOR � N.-ADWERMG BoAlm 4 BATTEN 6-ADFERMG f K.Aswm\ IMRSi6nVE STARTER STRIP / \� \� 4 tMAT$40M RESISTIVE BARRIER I161%Aft Cot i \ \ \ RM6 —= MV'D FETAL NAME TRn PER ELEVATION HARDIE TRIM PER ELEVATION OR APPROVE SIDING TO STUCCO ® BLOCK TO FRAME 24 TRANSITION 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003326 4 �0 1 I UDDIV. ae LOT SILVERADO LOT #45 BLK #18 PROJWT/T 04128.002-45181 HODRI.e 4EBB "1828-CALI" GARAGR 81WD40: RIGHT PAGM: WALL ASSEMBLY DETAILS 150 MPH EXP. B r \ 2X6 SUB-BANt) W/I'x4' NOTCH 6 END, WRAPPED IN PEEL a STICK DRIP EDGE P\ I\ 1/8' TEXTURED I FINISH A WOOD 1 �� 1/2' TEXTURED FINISH ® CMU METAL FASCIA \� WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/0' TEXTURED FINISH • WOOD, IR' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP rJcm ORWOSHEATHMG l URiB LAYER 61, STUCCO WRAP(FRAME ONLY) WRB LAYER 12, FORTIRISER BUILDING PAPER - (FRAME ONLY) 2X6 SUB RAND ROOPMG CEMENT DRIP EDGE © PLAN B METAL KICK OUT �\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) -` DRIP EDGE, 1' OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH +� )WOOD, 1/2' TEXTURED FINISH v 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 k l;?) A 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 6'-8' O.C. MAX. 2x SUB -BAND WA4'x4' NOTCH a+ END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 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 /.Xxx 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 SUB BAND DETAIL ® WALL W/KICK— OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/114'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0�'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 0 ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 327E0 PH: 407-7748078 FAX: 407-7744078 www.abdoWgngroup.com AA B: 0003325 74 � zD o �11THTJ 0 sVHDIV. de wl SILVERADO LOT #45 BLK #18 PROJECT 04128.001-45181 MODEIA 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. D � 07/27/20 SCALE: 1/4"=1'-0" QHEET WA6 39'-8" 28'-W '4' 914" 91-T 15'-10" 3•-4" --FM-12X12 — I --- 1 — — FM-12X18------� m IN ' 4"CONIC' I 4 4 SLAB I lu y a 4:3 112 1'-0" LF-24X24 l 10'-0" 10 r 1 FM•12X18 EXTEND I SLAB 1 1/2" I I I ' I I TA0-0„ SLAB N A I ' I I I I� I' I I17 LL I I I .I I I• I 1 4" PVC CHASE I 1.1 � TE-1 — +-5 112 a 42.8 17.8 ''� 5 3'-0" ' I I 4 I m m ul 1 EXTEND SLAB 1 112" 2 f4" CONC. FM-12X18 SLAB a I1 ,31/2 2 *-7112 L 1.1 FM 1.1 J 0 C-12X18 v FM-12X78 FMG12X18 4 4 ,. 1.1 10'-2" 3'-10" 2'-8" 16'-0" T-8" 21'4" 14'-0" 4'4" 39'-8" 3 1.1 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 +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NAVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 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.EBNDICATED #5 BAR, GINDICATES #6 BARMNDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 = 30", #6 =36"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13/ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Lh EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS 6. W1.4xW1.4 OVER GENERAL 3112" 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-12x12 12" CONTINUOUS 12" - a FM-12x18 12" CONTINUOUS 18" ()#5's FM N18 16" CONTINUOUS 18" - s FMC-12x18 12" CONTINUOUS 1 - s VARIES 24" 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH; 407-774.6078 FAX 407-7744078 www.abdosigngroup.com L AA #: 0003325 174 k rb t ikko S a �o aysn:v. eg Lolil SILVERADO LOT #45 BLK #18 PROJECT/, 04128.002-45181 MOIDMIA 4EBB "1828—CALM" GARAGE DWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EA, B aA� 07/27/20 SCALE: 1/4"=1'-0" SHIMT s1 30" MIN. EACH WAY MONOLITHIC FOOTING ++ g STEEL REINFORCING IN GROUTED FOR STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND r[-' •. Q a. CELL SEE PLAN SIZE AND CI SPACING REQUIREMENTS SPACING REQUIREMENTS ' -' GARAGE DOOR �U ul WI 1 " RECESS J d °s.:� � _ FM Z 8"CMU WALL cc O N 8" CMU WALL .. CORNER BARS, SAME SIZE AS LARGER BAR I W W B' O — Z tO— F-0'-0" IN FOUNDATION WITH 30" LEG EACH W = o .-p{r -� WAY AT ALL CHANGES IN DIRECTIONS • °I co TOP OF SLAB M TOP OF SLAB I ... SO THAT THE STEEL REINF, IS CONTINUOUS (ram+ MATCH AMOUNT OF CONTINUOUS BARS CURB FOR EXT. FOR SLAB S Le SEE SLAB SCHEDULE BAR SIZE DIA. 4" CHAMFER (I -STORY) V RI ^ SEE SLAB SCHEDULE TOP OF GARAGE ° ° • .ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET I;p. AT ELEV: W/ i/2" ISOLATION ., JOINT (WHERE # 8" CHAMFER (2STORY) #3 #4 EXT. PORCH SLAB W/ 1/2"ISOLATION 4" CHAMFER (I -STORY) ILi__ 6"CHAMFER (2-STORY) a ���FFF APPLICABLE) z - SEE SCHEDULE !42" JOINT (WHERE APPLICABLE) Z _ '. •T� EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE #e g FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST Y AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS pe. 2 TO 3, PROVIDE 2 BARS), UNO #7 N EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6QALE:y<=1'-0 2 @ GARAGE SCALE: CORNER BARS DETAIL DOOR OPENING 3 SCALE: 3l4"=1'-0" 4 SCALE: 314"=1'•0" LAP TOP PLATE A MIN, OF 48" LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W! PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN w In CIL I jvr 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2" CAPPED NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O S. SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2" BTM. PLATE TO BE PT. WIFLANGE (r) BASE a 5 EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP WASH WASHER SET IN HIGH STRENGTH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO Q 8", UNO PLATE EPDXY S1M" EMBEp. MIN. (� 18" OC SLAB W/10d MASONRY FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX NAIL 16" O/C STAGGERED. i7 atI SPECIFICATIONS FOR V) BTM AND TOP PLATE ADDITIONAL METAL USE AND ANCHORS W/ 10d x 1 112" CONNECTORS NOT SECURE FLANGE TO I=- PREPARATION OF O COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB WI(4)1/4" X 2 1/4" HOLE. w N HOLES, DO NOT USE 10d w N UPLIFT IS PRESENT. U1 TAPCONS Z x 3" EE SLAB SCHEDULE It SEE SLAB SCHEDULE ,� TOP OF SLAB TOPOF SLAB4" CHAMFER (i-STORY)6" CHAMFER (2STORY)"aEE VQ. SCHEDULE EQ. EQ. SEE SCHEDULE R WXD, BAR SIZE FOR WxD, BAR SIZE 5 ADDING BAR TO D BAR QUANTITY AND BAR QUANTITY 6CALE: 3l4"=,-0" MONOLITHIC FOUNDATION CURB FOUNDATION WOOD WALL .-_-),INTERIOR CURB FOUNDATION WOOD WALL 6 (_,,,_-\INTERIOR V SCALE: 314"=1'-V' (NO UPLIFT) SCALE: 3/4"=1-W SCALE: 314"=V-V (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 20 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE Q ^ a PLANS FOR SPACING. SINGLE SECURE ST. PLATE TO O BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL W 16" OIC STAGGERED. ADDITIONAL METAL O a CONNECTORS NOT O 8" CMU WALL REQUIRED WHEN NO UPLIFT IS PRESENT. Z POURED LINTEL CONT. (TYP.) ' ;: 8" CMU FILLED CELL (TYP.) TOP OF SEE SLAB SCHEDULE �I� 2X WALL FRAMING SEE SLAB SCHEDULE 112" DIA. SIMPSON STB2 BOLTS 9' .- 0'-0" z Z — m MINIMUM EMBEDMENT INTO TOP OF SLAB - "ISOLATED" COLUMN PAD GROUTED CELL, 4" FROM ENDS AND CENTERED UNDER WALL AND ° 'FAND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH 0 FOUNDATION AND SLAB —sEDULE SEE SCHEDULE r BAR SIZE FOR WxD, BAR SIZE BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL OTING AND COL. PAD BLOCK WALL CONNECTION SCALE:3/4"-11..(NO UPLIFT) SEO SCALE: 3/4"=V-9' 11 SCALE: 3l4"=V-0" 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdaalgngroup.com AA #: 0003325 i 1 k 6 �r a W) 0 x aysDiv a# LO SILVERADO LOT #45 BLK #18 PltOJSCT# 04128.002-45181 MODEU 4EBB "1828-CALI" GARAGE 971MG: RIGHT PAGE: DETAILS 150 MPH EXP. B TIE VERTICAL REBAR TO HORIZONTAL REBAR WI IT HOOK GROUTED BOND BEAM VARIES PER ELEV, i n 1441 N. RONALD REAGAN BLVD LONOWOOD, FL 32760 PH: 407-774-6078 FAK 407-7744078 - www.abdesigngroup.com . 5 A AA #: 0003325 E m�8" '��1lcccc O CLEAN OUT REQUIRED FOR INSPECTION 0 10 0'-0"FIN. FLR. TIE RTICAL REBAR -•- TO HORIZONTAL FEI REBAR W/ 10" HOOK O b � 7KK0 6 BAR SIZE 48 BAR DIA.�t Z W #3 1 . *�" AMU UNIT DIMENSIONS m uU #5 30" '�I ARE NOMINAL SIZES #8 36" MASONRY SYMBOLS #7 42"/ HORIZONTALIVERTICAL 3 SCALE: 3/4"=1'-0" I REINFORCING SCALE: 3/4"=V-0" (D � Ra Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Q } SPACING REQUIREMENTS y F�- CQS U cra �O m z 8" CMU WALL [/�^Y�Y TOP OF SLAB - q - TOP OF SLAB SEE SLAB SCHEDULE Z w a ° EXT. PORCH SLAB BAR SIZE 48 BAR DIA. f > E - n WI 1/2' ISOLATION 4" CHAMFER (1-STORY) #3 18" �U 6" CHAMFER (2STORY) JOINT (WHERE #4 24" a°n . APPLICABLE) Z MATCH STEEL #5 30" REINFORCEMENT 6" PVC CHASE PER SCHEDULE #6 38" iv 6" PVC CHASE THRU FOOTING ausa:v. a< Lotil SILVERADO LOT #45 BLK #18 PROJECT/i 04128.002-45181 moDExe 4EBB "1828-CALI" GARAGE OWWO: RIGHT PAGE: DETAILS 150 MPH EXP. B THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WXD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE 4 THRU FOOTING SCALE: 3/4"=1'-0" cJ AR DATE: 07/27/20 SCALE: 1/4"=1'-0" aHEET 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 1/7 HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8)10d x 1 112' HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ IOd x 1 1IT 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. 8, BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177' • x 2 7/8" LONG, WITH WASHER C 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. BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM/ B.O.L. = BOTTOM OF LINTEL I T.OA. = TOP OF ARCH / T,03 = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ro (psi) SIZE WXH' REINFORCEMENT STIRRUPS REMARKS T-7 BTM. TOP MID SIZE SPACING BBt MASONRY 3000 8x8 (1)#5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS h SAFE LOAD - POUNDS PER. LINEAR FOOT *—*a— SAFEPLLOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH NAM e7so "a1s emsa em24s ""m bats etet7as mina en4ee ela44s etett4e rats moos ww1m, TYPE LENGTH 5U8 (� TYPE LENGTH "art etaa M11W $moor eme47 em#a ra1T rmr t!•m4T weir ePart whiff aaIT etsam rd (42) PRECAST 2231 a1m me mes ear ees4 aw IwI r� (�) T 1025 tOdl 1688 rd' (42) PRECAST Iw 2m M 42m am mAs tom aw 4w om 7sa ea4 1wI ttem ,w mes am 4m{ em mo 7om 4'-0' (48') PRECAST iS58 mt am 2m 4w met 7w ma 4'-0' (4B') PRECAST 7S6 7S8 1805 M-0' (4S) PRECAST Iw Asia mm mm 4m we eon Aso 4w mN ma ea4 toot ttw iw mm am mt5 4m em eon 4'-0' (�� PRECAST i�B tm 2110 mt ao 461e em em 4'4' (64' PRECAST �' SS1 1W8 4'4' (54') PRECAST tm7 2w AM 2aa 4w 4mI 00 210 Aim mN 7M7 m72 14m ttw 1As7 mm var mm 4w all an 9i• (64') PRECAST 1217 im 7Ase tw 2w 2tAs em 4w 9i' (64') PRECAST 411 411 746 9i' (8e') PRECAST 1ole 1m Am 2m aw m1 4122 /w AM OW 7w 1 tole tms 2m me Asm AM 4m 9-10' (70'1 PRECAST 10a2 ties 1tA 7W 2a10 250 m MA 8-17 (77) PRECAST 840 39S 816 8-10• (MPRECAST w w0 2707 7C0 NY Net 902 4m 710 mm elm w tea 21110 1 201111 eta aw 4183 re. (7D') PRECAST NIBS 12m 1177 wD w1 eta ON AM l7a') PRECAST 507 721 49D 94' (In PRECAST m 1 1 neat a7 1w 2177 Am m m 1 am,9d as Na "0 9m a00 art 2712 rd (M PRECAST 74a tot! Ira m ma im eM mm r4' (eD) PRECAST 424 684 383 re (ao) PRECAST /2I tea SM WI t7As 2M me sees ew e"n 727 13124 11124 201111 sae ma 2131 ri•It PRECAST ( w nso 1w me4 AM rote UM P•e• (111� PRECAST 325 612 280 9i• (712h PRECAST am 7es t7 1414 111 may. 2w 752 iw 1w 2eN AM 4 Iw 617 w is" tw t1m m4 me 10d' (129) PRECAST 415 M w tm7 mm a77 MIA mm t04' (125•) PRECAST 2% 4oi 10o low (1mr) PRECAST m ae w ties Nei I Sell w 1011 1111 211113 J gem 47M no w IMM imi 9m 2m mm 11'i• 1 ( 35') PRECAST 952 m w 1me 1w 2w+ ma 4w 11V' (1357 PRECAST 250 4712 164 11'i' (185") PRECAST 474 am w tes7 w Iies m w 1315 ISO 2tAs afa 4w 4M W1 I- , teN tole ma 17-0' (1M� PRECAST 937 No m /As4 104 mw mes ew 72'-0' (144� PRECAST 2M 402 137 12'-0• (144� PRECAST 4m 4es 7m m 17 t 1w w en im ieo Fee 2w m32 470 w w im tm am lri' (150') PRECAST 28B 4n 7m tam Nm Im 2w aw 13W (1S0") PRECAST 217 324 110 13-W (1W) PRECAST 41e m AM m Im t Im 4m 7m toe I4w I= 2w no m 40 m ttm N lw ( SS') PRECAST 14'-0' 1 2fI 'M m/ 1w Im Iea ma 2m U'-0' (15t1� PRECAST Zoe 288 700 11'-0' (15a� PRECAST m w w M'w f in 442 7m tw im Iw ma 2m0 4" 4m 717 iw 7 tw7 14'4• (175� PRESTRESSED N.R M M M M M M M 14'4' (1AI') PRESIREl18FD N.R 26t S7 11'4' (175� PRE81AC4� m w m m m on m w m 1 On IW ,7m 40 7m /m /1es 2w 2m7 at2 i9i' (1Be� PRESTRESSED N.R. M M M w "" 19i• (16/1 PRE87REli8ED N.R.269 83 19i• (1&1� PR�'(RESS® m m ma m 4o me ea w 7es I m1 test Im 412 710 1m !7m 2m Asm AM iri' (20S') PRE$TREBNN® NA M M M nl M NI w iri• (2B5') PRE N.R. 1N14 sa 1ri• Mn PREti1REs w tAs m w 4es m All m m 7m an ae 1473 m w w tm Iw we ma 19i• Rs2) PRF8fRE8em NA M M w Pot w w Mt 10'4• (2M PWATRESM N.R 148 62 1Vi• Mn PREBIRE88ED te! !m m m w 4m M7 eAs w m1 ea 7a 1AsI m m m "AT 1m /w Im 27V' (255') PRErIgE88E0 N.R M M M M M M M 21'i• CM PRESTRESSEDNA 125 42 214• Wn PREsT 142 14'e m4 m m7 in m m oD 7m w w w tote tw w m w INN 1m tw ??-0• � PROD RR M M M M NR M M �� ( PRE NA 11e 40 22'd' G 9 PRFSiR6Se® 111 w 1a m m m V1 $1e 4m m w w m w tee ate m IN ton Iae 1w 2Y-0• C1eB") PRE$tTffSlIED N.R M M M M M M M �'-W Rae') PRIi81RElt8ED N.R B1 98 31'd' On IMTREII 1" IN tm w mr 319,44es ms He412 M.1 m7 mr en /m m 4m Om 1N Iw 1m (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (A) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. ALL VALUES TAKEN FROM'SAFE LORD TABLES' BY CASTCRETE 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 e**"COF BEARING PAST EACH SIDE OF WIIDOW OPENING '. L---------�--r------J IL------m--------%.—m------------J LIFT BEAM PLAN SCALE: 1/4" = l'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www,abdosigngnwp.com AA #: 0003325 m I b b ®Q $unary a" LOT: SILVERADO LOT #45 BLK #18 PROJECT 04128.001-45181 1gODEIe 4EBB "1828-CALI" GARwcsE awrrra: RIGHT PAGE LIFT BEAM PLAN AND NOTES 150 MPH EXP. B NOTES TO THE INSPECTOR/CONTRACTOR TYP.B"XS" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM €O 1#5 �I 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. eCE\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PUCE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST \.� TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8"x16" 5. SHOULD p� COURSE OF THE DOUBLE EAM L IS OMI D AND A LIIN EL IS PLACED. THE STTEEL BOND BEINTEL THE BOTTOM BOND BEAM #5 CORNER BAR W/ 30" LAP FOR EACH 1#5 � REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE COURSE OF BOND BEAM TOP OF THE LINTEL. I. g^ I, 1441 N. RONALD REAGAN 13LVD A \r1• 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP.--�` VERTICAL REBAR W/ 10' HOOK 8x16LONGWOOD, FL 32750 BEA DBL. IBOND TOP BAR BOND BEAMM PH: 407-774-6078 EACH COURSE FAX: 407-774-4078 • 31\� www.abdealgngroup.00m N\r\p 8x8 BOND BEAM TOP O•� AA #: 0003325 • GAG W/ (1) #5 BAR .ti. BOND BEAM V F = FILLED W/ GROUT 30" TYPICAL I q\Ap� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH (�# OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. #5 BAR IN BOND BEAM /l/ BEAM COURSE SEE NOTE 5 A �\�-`� 16� 1 T/ 1 M/ B 8x8 PRE -CAST CONCRETE 5 � LINTEL WI (1) #5 BAR (L2) �Q� NOMINAL�� LENGTH OF BAR= WIDTH OF MASONRY Q� HEIGHT # OF #5'S, TOP CORNER 6 OPENING-2" IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE OR 2 BEAM DESIGNATION THAT XFXX- 1T/1M/OB INDICATES A DOUBLE BOND BEAM # OF #S'S, BOTTOM 8x8 PRE -CAST CONCRETE REINFORCING OF BOND BEAM AND XFXX-iT/0M/08 INDCATES A SINGLE BOND BEAM PLACED IN LINTEL LINTEL, W/O STEEL(0) REFER SCALE: 3/4"=1'-0" IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TO AND XUXX- iTlIW06 INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX- 1TIOWD13 INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) 20 (MIN 2 X 3)1--3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD WINDOW SIZE ,300 MIN EMBEDMENT 1 1W") 8" FROM EACH END AND IV,O.C. MAX. MIN 1-114" EMBEDMENT 74 g q C b b i L 3115' PRE -CAST .a 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK WINDOW SIZE.145 MIN HEAD SIZE .300 EF SILL MIN EMBEDMENT 1 1/4") 8" SLOPE FROM EACH END AND 18" tk, O.C. MAX. MIN 1.1/4" EMBEDMENT 44 2x8 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING 40 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER.BLK. EA. END EMBEDMENT VCMUWALL 'X TYPICAL MASONRY WINDOW SHEATHING SILL CONSTRUCTION SCALE: i 1/2"=1'-0" ARCHWAY FRAMING DETAIL 5 SCALE: 3/4"=f-9' r SINGLE #5 CORNER BAR, 3Ox30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM SUDDIV. !e ww"74 SILVERADO LOT #45 BLK #18 PROJECT# 04128.002-45181 MoDEIa 4EBB "1828-CALI" GARAGE SVIING: RIGHT PAGE: DETAILS 150 MPH EXP. B PROVIDE #S BAR STEEL REINF. OF AT EACH SIDE % OF ELEVATION v BOND. BEAM CHANGE CHANGE IN ELEVATION OF BOND BEAM 7 S ALE:34"=1'-0" NO 93M DA E,. 07/27/20 SCALE: 1/4"=V-0" SHEET S2.1A a vFjL5IIZMIN Eel #*3 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) 1Od 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. S. 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 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM (Y-W, 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 6" FROM THE CENTER OF THE COLUMN, 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ 53 a SIMPSON LTA2 USED TO BRACE TOP OF WALL. a Z33 CA — tl — — — — — I EJ7 R CJ1 I CJ3 M Y R 1A M R N N R X N N N tl R N CJ3 I 3.1 I N N N I 0 I I N I q CJS : F .. R R N o tl R N N R N N R N � CJ5 to lI 1A Al OG .1 ..:.�.... a...... :.... .�:.... - a—... - — - — - — - — ...tea.... na Ai ....... PF!£-FABRK:ATED ROOF ...... . s..� .... . TRUSSES 0 240.C. MAX ...sue ..ate ....... >®. >:. ..®..® .......... . : a.sm ..ems ........... .. a ........... . a a Ti ............a.. ................: 1A .............. ..... IrAC ESS...� • . a .. ..a.........®..- ............... 1A ......................... 3.1 loplA --- 1A 1A 3.1 GTASGE 1A 3.7 L 3.1 Cl... �_a7.-N--N-�� w_ �1 CA EJ2 .a.a.a �,a.•a ... B2GE 6 / 8 7 1 3.1 8 7 3.1 , FRAMING PLAN SCALE: 1/4" =,'-O" 1441 N. RONALD REAGAN 81 LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-7744078 vmw.abdeslgngroup.com L AA M: 0003325 � rr bb F y Q >b b +N au O ausurv. as LOT: SILVERADO LOT #45 BLK #18 PROJECT 04128.601-45181 MODEZA 4EBB "1828—CALI" GARAGE 8KING: RIGHT PAGE: FRAMING PLAN 150 MPH EXP. B D—ATj&-" 07/27/20 BCAI.E: 1/4"=1'-0" SHEET s3 A-(1) SIMPSON HETA16 TRUSS ANCHOR WITH (9)10d x 1 } NAILS TO TRUSS B-(2) SIMPSON HETA16 TRUSS ANCHOR WITH (12) 16d x 1 J' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 }'NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12)16d x 3 }" NAILS TO GIRDER lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED Wl (3) i6d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12"O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE # 1100 UPLIFT SIMPSON "ROOF/WALUFLOOR HTSM20 W/1010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE" TITEN 2 ANCHORS TO CONT POURED LINTEL NOTE: A PT SYP #2 2" x 4", # 1900 UPLIFT (2) SIMPSON 6", 8" x 4'-W MAY BE ADDED HTSM20 INSTALLED ON PRE-ENG TRUSS W/ 10d NAILS, 2 ROWS, 3" OPPOSITE FACES OF O/C TO FACILITATE ONE BLOCK WALL W/10 10d TO TRUSS AND (4)114" x 2 1 /4" ACCOMMODATTEE TRUSS ADDITIONAL MAX. TO TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM ANCHOR REQUIREMENTS. CONT POURED LINTEL ENGINEERED WOOD TRUSSES @ 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:T70 LBS (1 PLY) B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) la lb 1 c TYPICAL TRUSS/ GIRDER CONNECTOR(S) 5-T (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d @ EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 1/2" DIA. (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT Wl2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6" SEE ARCHITECTURAL MIN. EMBED. AT 32" OC MAX. 2E-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d'8 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2X4 SECURED W/ (2) 10d's @ EACH TRUSS TO BE INSTALLED @ 10'-0" O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED, BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:3/4"=1'-0" NOTCH DEPTH 1/4'D i�� HOLE EDGE >5/8" HOLE DIAMETER �< 2/5"D SGL. STUD OUTER 1/3 OF SPAN ONLY EDGE >5/8" DIAMTER PLATE \� I I I <03 5ED DBLESTUD STUD NOTCHING AND BORING LIMITS LIMITS o SCALE: 1 1/2"=1'-0" THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES 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, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fl AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: 3/4"=l'-0" TITEN 2 ANCHORS MIN. 2" COVER 8 2" APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeMpgroup.com AA M: 0003328 J B UDDIV. S. LOT: SILVERADO LOT #45 BLK #18 PROJECT/ 04128.002-45181 MODL'It 4EBB "1828—CALI" GARAGE 9WMG: RIGHT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-O" O.C, (AT O PRE-ENG'D WOOD SHEATHING SEAMS)(BLOCKING TRUSS (TYP) 24" O.C. NOT SHOWN FOR CLARITY) MAX 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 W MIN. EMBED. AT 32" OC MAX. SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC.POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2) tOCs EACH TRUSS TO BE INSTALLED 0 17-01' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL SCALE: 3/4"=1'-T 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA is 0003325 a 94 Its 8 3� y G b b evsD:v Se LOT SILVERADO LOT #45 BLK #18 PROJECT 04128.002-45181 UODETA 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: DETAILS 150 MPH EXP. B V AM D07/27/20 DATE: BCALE: 1/4"=1'-0" elm= S3.IB 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG, WHERE X-BRACING IS PRESENT AT BRACE WI (3)12d 0 EA. 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS (DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'•0" (1) "X" BRACE 30'-1" TO 601-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1)'X' BRACE 0 CENTER (2)'7C" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUM FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV, COMMON NAILS. TRUSSES 0 21, O/C, lx2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV, COMMON NAILS FOR REVIEW CONT. 2x4 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 W/ HIP RETURN SCALE:34"=1'-0 PRE-ENGINEERED VALLEY TRUSS CONNECTION G SCALE: N.T.S. 1441 N. RONAAFL327W LONGWOPH: 40FAX: 40www.abdoAA 0: M h AN .+ 87 >q m C kbk 6 ikko 6 BtMDM as I.oT SILVERADO LOT #45 BLK #18 PROJECT 04128.001-45181 MOIDEZA 4EBB "1828-CALI" GARAGE 9WW0: RIGHT PAGE: DETAILS 150 MPH EXP. B r i GABLE -END .. HIP ROOF ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= 4'-0' END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:'8' RISK CATAGORY: II APPLICABLE IN PRESSURE COEFFICIENT, 0.18 ROOF 0IAPHRAg11 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, 518 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT W O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS tG 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS WI IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA, SHANK TENSILE STR. SHANK 8d RING SHANK, 21/7' 0.120" 170,000 (i6-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1, NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATH3NG USE 1/2" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Ed RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 6d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. ZW z V,W Z QU 2N0 z Z m 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z9 � W C) lLL � 2 G U Go Ci DO J Zy ZU=' . R y Z 3 W Q _ lY TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFT OR TR ASS-` ____a, -____Olt BUILDING LENGTH .. ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS T O.C. IN FIELD ` 8d RING SHANK GUN NAILS 0 12" O.C. IN FIELD or 8d x 2 1/2" SCREW SHANK PNEUMATIC SCREW -NAILS @ 12" 0.6sjN FIELD J\ TYP. 3W' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTMC33. MAXIMUM AGGREGATE SIZE SHALL BE VV4 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND WOW: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTHORWEATFHt NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF, ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBGR 2017, BM EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMBERED NIT. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS PROVIDE B##L COMINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER SUBSONGRDUND WHERE INDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. FID = 1100 PSI AND A MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS TAPPED BUNCHES AND SEALED NTH ADHESIVE TAPE. ELASTICITY=1,100,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 POP 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 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'h' 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. 61n EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL. DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP #2. IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION 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 REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL CONNECTOR PRATES SHALL BE A MINIMUM THICKNESS OF 0A38' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SMALLNOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A815 GRADE 40 IN CONCRETE DEFORMED BARS, T L E E D OSC AR , REBAR SHALL BE ASTM A815 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 601N MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD 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 'TPIWVTCA SCSI 1" 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 TOPCHORDHmnao mrd Pa REVIEW. TYP. MIN UPS SHALL BE AS FOLLOWS: #4 BAR - 25' 06 BAR - 38" WOOD TRUSSES, 10 psf STM CHORD-nont want #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 A56.1-1982. 15 Paf TOP CHORD psf TOP CHORD (7 psf ASPHALT SHINGLES) (1 psf W/ No GVPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 BTM CHORD 5 5 pP al BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH D DEAD LOAD TO RESIST WIND UPLIFT: 10ps1 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 BALCONY LIVE LOAD 60 psf WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Psf WIND: DEAD LOAD 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 FBCSPER2017) (ASCE (BBC EXPOSURE B, RISK CATEGORY 10 INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL BIT ATTIC LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: tOpaT UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT BALCONIES (EXTERIOR) STAIRS: 30pCOMPONENTS: STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FILL 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 C AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD IN -FILL COMPONENTS: SOpef, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50pe}, ROOMS OTHER THAN SLEEPING ROOM: 40paf, SLEEPING ROOMS: 30ps1, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY. PLAN SHOVING 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 WMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fM = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES, THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WAILS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, IN ALL INSTANCES, THE CONTRACT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 318" WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10-. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION' FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING 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 EXCAVATIONS AND SLAB SUB-GRI10E SHALL SE COMPACTED TO A DRV DENSITY OF AT LEAST 95% OF THE SWILL BE 31W THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY. DETERMINED IN ACCORDANCE WITH ASTM OAS57. TREAT ALL CELLS TO BE FILLED. SOIL FOR TERMITE PROTECTION. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS, LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE 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 BE MADE BY THE GEO-TECH. ENGINEER. STRUCTURAL STEEL: CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MU( PRIORTO CONCRETE PLACEMENT. CONCRETE SLUMP SMALL NOT EXCEEDS M- PRIOR TOTHE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C-940R MEASURING, MANG, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TOME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MNME3, THE CONCRETE SHALL NOT BE PLACED. R SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON CCMVLANCEMMTHTHEABDVE. 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 ANDIOR WEATHER 1-92' FOR 45AND SMALLER 7 FOR #8 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 31C FOR SLABS, WALLS AND JOISTS 1-lft FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, OTH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 ksl FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy = 46 MI. STRUCTURAL PIPE SHALL BE ASTM-53, GRADE 8, 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 MPLICATDN wn TYPE SPACING REMAPxs APPLIGATION SIZE TYPE ePACMG RE1MR1(9 1#PTFURR TO CABS HARDENED COIL E WG GARAGE DOOM BUCK 1M'DLl TAPCON MASONRY B OD 11(I EMBED., 1'EIO DUST., MA90MiY I CONC. LV.I I-ONG, TO MA90NRYIMNC. NG WASHER FASTENER rr'EOGE.- 9GD, AL. EXi.DOORB CAGE HARDENED COIL 1 WINDOWA%)oRI FASTENED GARAGE DOOR BULK 1R'DM. W/ E%PANSKKtl BOLT N'dC 1'EMBED..1'ENDOEII, 1. PT, GEE NOTE. NAILI IM" .. STAGGERED INTOMABONRTI.bNC. TO MASddRV/CONC. WA3HE0. 9"EDGE DIET, WxDOW STICK CASEHARDENEDCOIL Po" WMDOWKD(xUFASTENED METAL STRAP TO CONTACT THIS ENGINEER FOR SPACING ix PT, SEE NOTE. NAI-LONG, STAGGERED INTO MAGONRW-C. MABDNRYICONa REQUIREMENTS ExT.3WWG DDDR 'TAPCON' I - ERRED, T ETD, NONBEARINO W000 1IT EXPANSKIN .-EMBED-- BUCK3KPT,SEE)DATES N)3/1.9W. OWASHER FAB- 10. OIC DIST., 11D' EDGE DIST, WALL TO W., aLAB WIWASHER BOLT 21 OIC GIST„3'EDGE DIST. P1? TAT0STEEL GGL., mW� 0.138-RAF A21,9' YOIC REND. GET1 SEE W/WASHER NOTES -G-D EDGE , 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HHTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL SE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdosigngroup.com AA #: 0003326 J Imp F C Q L aysDiv. & LIoT SILVERADO LOT #45 BLK #18 PROJECT 04128.001-45181 MODEfs 4EBB "1828-CALI" GARAGZ eQMG: RIGHT PAGE: DETAILS 150 MPH EXP. B n. i 3DA ` 07/27/20 1 1 SCALE: 1/4"=1'-0' 1 S N1 Nk W�, Df 41-IS pe qA S R