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HomeMy WebLinkAbout7080 Silverado Ranch Blvd99 99 1828-4EBB-CALI HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY I KITH PREVAILIN CODES FLORIDA BUiLDIING CODE, NATIONAL ELECTRIC ""On- E, AND THE CITY OF ,--'EPHYRHILLS ORDINANCES .1ut252019 .IMF 5'- • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS . FBC RESIDENTIAL 6TH EDITION (2017) :FLORIDA FIRE PREVENTION CODE 6TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES RESIDENTIAL •OCCUPANCY - RBSIDENTIAL GROUP R9 :CONSTRUCTION TYPE - VB •MIN. INTERIOR FDW - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vesd=116 MPH • E(POSURE _ B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER IDCAL AND STATE CODES NC A ROCVE ONDITIONMG ADI. ADIUSTABLE ALI ALTERNATE P. AMAMPERAGE BD BOARD CL CENTER LINE CAB. CABINET CLOT' CEILING CLR. CLEAR CONC CONCRETE CPT. CARPET C.T. CERAMIC THE D. DRYER DB I. DOUBLE DO DUAL GLAZED DIA. DIAMETER DIM. DIMENSION DSP. DISPOSAL DP. DEEP DR. DOOR D.S. DOWNSPOUT DTL. DETAIL D.W. EADISHWASHFE EA EACH EQ. ELEVATION EEXII. EXHAUST EXT. EXTERIOR FIXED GLASS F.G. FUEL GAS G F. FIN. FINISH FL FLOOR FLUOR. FRENCHS;X� FIG. FOOTING GA, GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND -FAULT INTERRUPTER CIRCUIT INTERRUPTER GL GLASS GYP.BD. GYP UM HOARD H.H. HOSE BIB H.C. HOLLOW CORE H. OR ITT HEADER INS I. INSULATION INTERIOR R INT,THE M.C. MEDICINE CABINET MRRR MIN MUM TURER M.T. MEPAI.THRFSHOD MID. MOUNTED MrI. METAL N.T.S. NOT TO SCALE D.C. ON CENTER P. PROPERTYUSHHTONE P.B. PUSHBUTTON PH PHONE PLT. PLATE PLYwD. PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILL REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLIDCORE EXT DR S.D. SMOREHUNG OR SEL SINGLE HUNG SLIT SHEET sHWR SHEATHING SIM. SHOWER SL SLIDING SL.G- SL'DING GLASS STD. STANDARD SWS SAN k LL SECTION TEMP. TEMPEREDGLASS TIER. OPo CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. ROOF w, w SHERnsHFx W/ WITH WD. WOOD w w WINDOW A ERR HEATER W.I. WROUGHT IRON DATE DESCRIP110N 0*16 CD'9M&XD ARCHITECTURAL SHEET DESCRIPTION &SAO 2OI WC IPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN �(1� PG A2D—ELEVATIONS PG El -ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG MI -MECHANICAL PLAN PG D1-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALd. 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 ~6 COS RE -SUED OWU* lSIDNS ELEVATION6 ADDED �,� COS E-�'JED 04AW FOOTNG REvom PER M. BOM OfdIVIB CDSRE-ISaW 02A%ft ADDED OJMLEM FOOIER AT GARAGE DETAIL (FORT KrM) ON2AS PLANMANIOJANCE 0340M REWEDLNTELGMATFRONTWRY 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 04/24A9 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER UILL BATSON (hELEU SQ.". CALC.'S R �7 OIR4A9 Rl vreED FIYAC xxurEs ON ec77 cALr scNEDaE trELBJ LIARYs I430 Sa PT. GARAGE a3o SCI PT. ENrRr 16SaFT. LANAI W Sa FT. TOTAL FT 7,862 Sa.LR STRUCTURAL SHEET DESCRIPTION PG Si -FOUNDATION PLAN PG SI AA -DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.lA-DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SN1-DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DET G OR EXPLANATION IN ORDER TO BUILD TM PROXCT BASEPROCEDURE URE ISSFORAWING SET, OR THE BUILDER To CORRECT A WRrrMTHE ARCHI' ECT(oRGENGDdEER FOR CLARIFICATION. IICATIION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR DQIERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFYs HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdesigngroup.mm L AA 4: 0003325 a 8 y a b � � 4 � �ss�saa aUDDIV Ae WTil SILVERADO LOT #19 BLK. #7 PROJECT* 04128.002-19071 MODIM, 4EBB "1828-CAU" GA ItAGE BOO: LEFT PAGE: COVER SHEET 150 MPH EXP. B r82 A 5/31/ 99CALE: 1/4"=1'-O" 3EICT C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. 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. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK, 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THECONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN, WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R3025.1:OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTOA ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLD WOOD DOORS NOT LESS THAN IN INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-H INCHES THICK, OR 20MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: 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' MN. RIGID ON -META WC 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 'A -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 aNCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN A INCH GYPSUM BOARD OR EQUIVALENT. BREWM 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ONSITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORTAND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATK)N. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN 1%THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES' TILER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2002) 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 OFFRAMING MEMBERS SHALL COMPLY NTH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OFANY PLYWOOD SHEET SHALL BE24"AND THE MINIMUM AREA SHALL BE8FT .SQ. PLUI1113m 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 1/2' 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. EIRERIOR WALL QOVER9498 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 R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTI M FIN18 S 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, 1/2"THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - V FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.7. FM REBISTANTCONSfRUMON 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. CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RIM) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwW.abdit4pigroup.c L AA N: 0003325 h Pl a b O[ a roro a • 10 0 c�ssoaa mm SVSDIV. At LOT: SILVERADO LOT #19 BLK. #7 PROJECT# 04128.002-19071 MODRL 4EBB "1828-CALI" GARAGE BWDM: LEFT PAGE: GENERAL NOTES %150 MPH EXP. B r APCHRECT; FLOFMA A. ABCMUC ACRA L AR NO 93723 DART 5/31/19 SCALE: 1/4"=l'-O" SiIEET GN TV -A, I, o ppl o � 01�EE�E�EE� o I�EIf�EEu'o �� au�Ello � I o10 o o It � . � n w 0 �o ■II . i =-Tr Ilea � oAS PER_ CODE • m . oaMAGE i o■ o o7E�10 IoI�E1fo t1 oIEEE��Io��o1�EE�EIo SQ.FT. O&C- S LIVNG 1,828 Sa FT. GARAGE 430 Sa FT. ENTRT 16 SO. FT. LANAI S8 Sa FT. TOTAL 2962 Sa FT. caMPalart AND CLADDM WD LOAN m MD E10MIE FOR I K-Ow "m OFEIM01 AD1WE Illam DOZE 101FHMDMO no= MIN. WINDOW 10 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SrAD. MIN. 41 5 23/-29 CRITERIA 16010 OHD. la 5 20.4/42.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-U. EXP.-B, MEAN ROOF HT. - 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIDROLDA15 OVM C TOP PLATE 0 m BAR DETAIL (-A--)BAR kAIRCH DTL. BE: IR • I'-0' FLOOR PLAN SCALE: 1/4' • V-0' -2-8 LOUV. DOOR UU 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 BETUIEE'N THE GARAGE AND RESIDENCE SHALL BE EQUIPPED UATH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICIWESS, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MMUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdmkgng(oup.w L AA M: 0003325 h `a � � u. � w SVDDIV. ac LOT: SILVERADO LOT #19 BLK. #7 PROJECTSII 04128.002-19071 moaEL 4EBB "1828-CALI" GARAGE 811IIJG: LEFT PAGE: FLOOR PLAN %150 MPH EXP. B ROLAW A. ABOUCHACIRA AIR HIG 93723 nwtlNT 5/31/19 SCALE: 1/4"=l'-0" alfz T Al 4-19'-0' BLDG. NGT.*— FYPON LV12X24 OR EQUIVALENT SHBJGLE ROOF FYPON BKTIDtn OR EQUIVALENT 16'X&2' FYPCN DECORATIVE SHUTTERS OR EQUIVALENT 4' RAISED BAND (TYR) 0'-O' FN. FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE T ■ 0'-0' FIN. FLR 00 LEFT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH CFF RIDGE VENT OFF RIDGE VENT AREA OFATIIC a 23M SQ FF. NET FREEVENIIIATION AREA REQUITED = TJ 30D AEQIRIMVENULATIONARFA = 2E /3M = TAP VENTRAT)ONAREA x SQ INWES MR FT. 11441 = 113472SQ M. MIN. REQUREDV9F11LAT10N = .Sx 1134.72 IN UPPER POm10NOFATM - wmsQIN. WDGEVMFIAHOTAWA = nSSQ.M.PERVENY sons nls AIJ0FVENTSREU'R1RED 483357 AIPOF VENTS PRDVIDED 5 'AaEA OF ATNL IS THE PERIMRDUER OF THE NSE. LESS THEOVMtKW FXTERIDROF WALL TO MCTER00R OF WALL. NO OVERHANGS INQ110ED OFF RIDGE VENT min �1 IL - - - - - - --- - - -- - - - - -- - - - - -- - e v v r 0'-0• FIN. FLR oo RIGHT ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH REAR ELEVATION SCALE: 1/4 • I'-m' TEXTURED FINISH 8'-O' BRG. HGT. o&-O' FIN. FLR U 2' DECO. DTL. (-A-)DECO. IQ . I'-01 '-0' FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwW.abdwigngmW.com AA M: 0003325 = a= a7 re O Jill � o Nk sumwxv. & LOT: SILVERADO LOT #19 BLK. #7 PROJECT* 04128.002-19071 MODEL: 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: ELEVATION I'D" 150 MPH EXP. B DA 5/31/19 SCALE: 1/4"=1'-0" SKEET A2D ELECTRICAL LEGEND SYM DESCRIPTION 4 TANDARD SWITCH -4 -WAY SWATCH -� -WAY SWITCH MMHR SWITCH HB BUTTON ISCONECT •IOSTAT RECEPTACLE (G5v/JO-AMP E POLE) UPLEX RECEPTACLE ffNCvLE UPLEX RECEPTACLE (EOUIPI ED GROUND FAULT UPTER/T,MPER RESISTANT TYPE) UPLEX CUTLET (HALF OF OUTLET TO SWITCH) xTERIOR W ATERPROCF4PI CEPTACLE (GROUND FAULT RUPTER) LEX RECEPTACLEON OD ® RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) I-O ALL MOUNTED LIGHT ILNG MOUNTED L16HT MNDENT LIGHT LVHT SCONCE PRE -WIRE FAN WTTN L&W4T R CFM PER SO. FTJ am BULB LIC+TT FIXTURE a2m BILB LW.HT FIXTURE aaa,.a BULB LIGHT FIXTUM 'TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN ER CABINET LIGHT ® kt* FLUORESCENT LIGHT (RECESSED) k4' FLUORESCENT Imn (SURFACE T) k4' FLUIORESCENT LKaHT (RECESSED) x O CES6 LIGHT CESS L*HT (VAPOR PROOF) ILNG MOUNTED LIGHT WITH J-BOX OPT. FAN LEC ICAL PANEL (FIELD VERIFY OCATION) 1-0 �LD VERIFY -BOX (WALL MOUNTED) Q -BOX (CEILING MOUNTED) ILNG MOINIED FAN 0 FAN (I CFM PER SO. FTJ JACK DETECTOR (CEILING MOUNTED) ® MONOXIDE I MOUNTED) N'ES ® W. D OUTLITRwamom OPENER N V JACK E PORT NOTE ATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TOME VERIFIED • HOMEOWNER PRE-CONSTRUCTICN MEETING. • ALL B 4 20 AMP DRAWN CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GR • ISLAND (NOT ON KITCHEN CIRCUIT) • DIBMAbi-ER DISCONNECT TO BE LOCKOUT IN PANEL • SATNROCM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM NMM11TTENT PER TABLE MMVIA CP FBCR bTN EDITION (20n), • LAUCORY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERJPPTER PROTECTION POR PERSONNEL ON FEEDERS) • WIRING METHOD SHALL BE NON METALLIC CAME AS NEC 2014 ARTICLE 300.4(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE . eI I LAMPS dN 4F D BY �1 nRo AND 1S1 OF LIGFITNG MUST BE ENERGY EFFICIENT TYPE PER FJSG ENERQ2Y Q2dZ8VATI2N (REdDENTIAL ENERGY ErfICIENCr) 20n. 6th EDITION 0404) --------------- 1.AIVAI I CEILING LIVING ROOM BE PRE-IIIREc ? I MTD. LIGHT OWNER'S � 7 CLG FAN INSTALLED. SUITE r �PIR -WIRED ! ``J PROVIDE J-BOX FOR 1W, CLG FAN CFI I OPT. FAN PRE -WIRED \ 1 CLG FAN \` ; DINING o I ROOM fy - SD• I I I I I / / }� TC 4 IN&TL 1 \ - - - - - - pjB /- - - CABINET -------- - - - - - - 0. I 1 VP \\\\ ii___ _ -__--- I ;LAUN• _ OR `J t RANGE / GFI O GFI BDRM.M. #4/ I u�=- -- -- C. WIRE W/ OUTLET FOR PRE -WIRED CLG FAN _ _ _ IF I /\ I PRE -WIRED WO CLG FAN IN uJ3. FOR• I -----� / GARAGE I - / DOOR I BOLLARD AS REO. PER ISLM WALL MOUNTED LIGHT W/SWITCH IN 1 ATTIC II GFI CLG. METER Q OUTLET KEYLESS \ VERF, 0 FIXTURE �(�y�� \\ BDRM ,f LOC. IRRIGATION FOYE \ CUTLET •8' AFF. 4 GFI ENr GARAGE PRE -WIRED I GLG FAN ----------------------------- OPT. COACH LIGHT ELECTRICAL PLAN SCALE: 1/4' . I'-V !©m0000 oomo® Imoo�-,r-'mo oOrioY I000�mo moo�mo o��Q©© o imam--T^^�mo Imoo�lmm mm mm-'-�-�oo© �E7aII11R�� ®ammm m moor--�r�om moos® ®oomr-+n--rR=+-�0© ©0•*-rr3^-�n�..:-•-,--rr■moo© IIIII�IIIII�IIIII�SIIIIIIIIII� f7 IIIII) �E PROVIDE 3-210 OJ, THWN • 1% CU IN2' CONDUIT OR 3 4/0 AL. TWIN- Fb CU IN 2* CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANGJ 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOL GENERAL NOTES: M ELECTRIC METER N I PHASE A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MID COMPLY WITH ELECTRICAL PROVISIONS OF T14E FBCR A PANEL EDITION (201'). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 60ARP B. ALL CONDUCTORS SHALL BE TYPE TWI-WI- N UNLESS NOTED OTHERWISE. POWER CIC PAI TR440FOMlER PRCNDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3'1 COPPER ICU) N 1-I/2" DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 210 ALUMINUM (AL) N 2" DIA SCHEDULE 60 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. ENTRANCE SERVICE I I ( I BERM ENTRANCE EG78FI1ENT E42UPgIENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 Cu SERVICE GROUm CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE R50R ew EDITION (201T). SIB" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesWigmup.mm AA S: 0003325 y o a B( � J U�p BUDDIV. to LOT: SILVERADO LOT #19 BLK. #7 P1lOJDCT* 04128.002-19071 UODEI: 4EBB "1828—CALM' OARAOE SWENO: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B DATr_ 5/31/19 SCALE: 1/4"=V-0" S E1 2A 2' VTR 1/2' I \ 21 'I LAV 12. I I 2 SAM 1!1' 2- WASHER /1 J KITCHEN SINK W/ AUTO VENT i Ana Co PLUMBING RISER DIAGRAM PLUMBING PLAN SCALE 1/4 . V-V TUS TO /f 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 Q J 4` aas�®a� 0 w 4 a stnmrv. Se trot: SILVERADO LOT #19 BLK. #7 PROJECT# 04128.002-19071 U0DEL: 4EBB "1828-CALI" GARAGE SMfMW LEFT PAGE: PLUMBING PLAN 150 MPH EXP. B DATE:D SCALE: SMEETP HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL Be PROVIDED WITH PROPER CLEARANCE, FOR SERVICNG, PER MFGs. 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 6TH EDITION (2011) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 191 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT CUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, 444BLL. BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR SATHNO FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE BATH FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFa RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED UAT14 BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTEC14 DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. PLENUM AIR SUPPLY AIR HANDLER EVAP.TRAY NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC O O EXTERIOR WALL AIR RETURN ON AND LIQUID GERANT LINES RIOR WALL OFRETUIRtINCONDENSM VC CONDENSATE DRAIN LINE LEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (ton) MECHANICAL BLDG. CODE SECTION 3012A HVAC DRAINS LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE• RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR T1EPWI06TAT m PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2).3/I6'X2' TAPCONS WIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) %XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE ID SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE FL. ft. OR WALL C.O. PLUG ' SEE SPEC. m BRASS PLUG I -8'X8' CONC. FIN. GRADE FITTING OR EXTENSION TO OR PAVING SOIL OR WASTE AS FITTWX OR REQUIRED EXTENSION TO SOIL WADE 8240-K J08AM 560M OR WASTE AS INSIDE SERIES NICKEL BRASS TOP REQUIRED CAULK P.V.0 OPTI/SPEC nFL00R SLAB CLEAN -OUT (TYU vEXT. GROUND CLEAN -OUT (TYP ) MECHANICAL PLAN SCALE: 1/4 - 1'-0' NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE FPE. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdittgrigroup.com AA 8: 0003325 ro � Z 1p W UUU aUBDiv. & 102, SILVERADO LOT #19 BLK. #7 PROJECT* 04128.002-19071 monam : 4EBB "1828-CALI" GAP_&GE awlxc: LEFT PAG M: MECHANICAL PLAN 150 MPH EXP. B ARCHTECT STATE OF FLOR�,A i Ir ROLAFD A ABOUCHACRA AR NO 93723 aDrr IDT. =1 A 5/31/19 BCAT_1/4"'-O" SKEET M1 2X4 TOP RATE COIKR DEAD PRE-FAB TRUSS w' 761kK 7 oDAT I' CMU 4N 14' CLG BOARD PwTu AlTLIW eTRictueAl raR OIIeGTL7 TO tEt MASOMW 2M, P.T. YD ATTA6Z TO ►LL NOTE. STUDS5' DIA. SLEEVE, 08L AS MR 7 PARTITIONS SUPPORTING DO NOT CUT APPP AL FEa 112' DRYWALL WALL HUNG PLUMBING REBAR FIXTURES AND WALL PIPE °TMQormp CABINETS SHALL BE NOT "101LD� ALL LESS THAN 2X4, WHERE BOND BEAM O NOT CUT ►'.cea sacwe�rua "1WIM(B' SPACED NOT MORE SOLID GROUT THE BOND au oM.v.slClL� 2X4 WOOD � W TO STUDS *24' THAN I6' O.G. OR, NOT W/ (1)- S BEAM moon *AM MOD Caro PeR oc LESS THAN 2x6, WHERE (2) COURSE -- -- REBARS A �� Ac+c OVID"AD COM err — °T oultm SPACED NOT MORE mym". TO Uk THAN moom 24' O.G. t�� °RAcKm &-m FIN. PLR (2)TYP. INT. WALL (NON—BRG.) D1 SCALE: 3/4'.1'-0' FIBERGLASS SHINGLES OVER -W FELT PAPER OR SYNTHETIC, PRODUCT, INSTALLED PER SECTION RWSJJ ON I}' O.S.B. SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER T -m ELEVATIONS TYP. OH. VENTED SOFFIT I I 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONR7 ZA PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-1'-0' S/S' GYPSUMB! OR IQ' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4J INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL hat P.T. FURRING — STRPS 124' OC. S' cm 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN PLR -a e , L-f n W/ WINDOW OPENING ti FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1U ON a' Oha SHEATHING OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0'FIN FLA. a B TYP. WALL SECTION NO OPENING NOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 212 TO LESS THAN 1 12, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM 1 SCALE, 3/4'.r-o' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6l5i 2B GAS LINE THRU BLACK ea;Au, w•.r.r FIBERGLASS SHINGLES OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R"S.0 ON l' O.S.B. SHEATHING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE s GARAGE DOOR JAMBS D1 SCALE: 11/2*-1'-0' 2x BLOCKING BETLLEEN TRUSSES PER STRUCTURAL DETAILS—\ j PER STRUCTURAL TU ALL UPRIGHTS p PER STIO.ICTURAL DETAILS t—CONT. PRE-ENG LLD.MTL. DRIP2x FASCIA PERPER ELEVATION ELEVATIONS 2x RAT RUN SECURED PEIF RVENTED SOFFITTRUCTURAL DETAILS PRE-ENG. GABLE TRUSSEE ENERGY CODE FORMS FOR NSULATION R-VALUES VEEP SCREEDPER ELEVATION 2x P.T. SECURED PER/S' GYPSUM BOARD OR 1/2' STRUCTURAL DETAILSIGH STRENGTH CLG. BOARD R-4J INSULATION MOM ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. FURRING STRIPS s 24. OC. 1/2' THICK, 2 COAT IA' GYP. ILL. BD. PORTLAND CEMENT WOOD BASE PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR ° t . 8' CMU e a n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R908JJ ON j' O.S.B. &-EATHING OR }' COX PLYWOOD SEC MD PER FASTENER SCHEDULE TMTL. DRIP EDGE ON. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL D1 SCALE, 3/4'.1'-& 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY al 0'-0' FIN. FLR 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 W"Abdmigngmup.com AA 8: 0003325 w a y � m 0 a�sea� aVHDIV. Jk LAT SILVERADO LOT #19 BLK. #7 PllOJECTN 04128.002-19071 KODEL 4EBB "1828—CALI" GAPtAGE SVfMG: LEFT PAGE: DETAILS %150 MPH EXP. B DA 5/31/19 8CAI.E:1/4'=1'-0" axE n D1 A -SOUS 4' EMBEDMENT MN. I EVENLY FROM FLOOR TO 7 �mr� ■'�mmm� Li � � EE� [g PLAIT L l PLAT TO S WV CUT NAIL 2X6 GARAGE DOOR SUCK W/ (5) 10 JYXB' A-SMT6 4' EFIDIDFBdT MIL W/ 2-2-4 WASHEX AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR WOR N JONT6 PRIOR TO FILLM 1-2X6 Pr BLOCK • CENTER OF ® DOOR HEADER W9I))D S' J-BOLTS 4' EMSEDMINT W 2W'XV,' WASHER AND WT. ®Iym& I ALL ANCHORS SWALL SE N ACCORDANCE TO MANFAGTURM" NSTALLATION INSTRUCTIONS WHERE dJCH NSTRUCTICM APE MORE STRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4GLLi. w'-r-P 8' CM1J J1' ORYULALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %*X4' MIN. SECURE TMRU FRAME 4 EXTEND IY4 INTO BLOCK ❑ W/ %'TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD 81ZE 300 MIN. EMBEDMENT I-Yi WITHIN 8' OF EACH END 4 IS'OL. MAX SPACING DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: 941M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK -13/4 OR +5/4 DOM TO BLACK A 1RN+9 4 OR +5 U4 SCALE, N.TA. 2X4, m SECURE TO BLOCK W/ V&' TAPCON8 OR (MIN. 814ANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN 8' OF EACH END 4 18' OjC. MAX SPACING. 2X6,® SECURE TO BL W/)-%' TAFGONS(MIK °BANG SIZE J45 MIN. HEAD SIZ[)0 MIN. EMBEDMENT 1 Yi ) WITHIN 8' OF EACH END 4 g• CM IS' O.G. MAX SPACRJG. )S' DRYWALL 2X9,® ❑ I'X4' OR 170' P.T. NAILER SECURE TO BLOCK W/2-% CASING TAPCONS (MIN. SWANK SIZE J45 MIN HEAD SIZE 300 DOOR JAM15 OR WINDOW MIN, EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN B' OF EACH END 4 MANUFACTURES DETAILS. 18' OG. MAX SPACING. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1�2" nWINRQW TO BLACK +1-1/2" SCALE. RTS. 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN S' OF EACH END 4 NOTE= STRUCTURAL 2x 18' OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2)(6sm SECURED THR00014 SECURE TO BLOCK W/2-)W NON-STRUCTURAL V TAPCONS TAPCON MIN. 1-Y.' (MIN. SWANK, SIZE .145 EMBEDMENT INTO BLOCK MIN. MEAD SIZE 300 • CM0 MIN. EMBEDMENT I Yi) • DRYWALL WITHIN S' OF EACH END 4 18' O.C. MAX SPACING. 'X4' OR 1'X2' P.T. NAILER 2X8,® El SECURE TO BLOCK W/2-yo* 7(A OSB. X 4' MIN TAPCONS DOOR CASENG (MIN. SHMK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 10' Or -MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (D0 NOT EXCEED Yi ) DOOR JAMB TO BLACK +1-15 18" %nl 1RND01► TO BLACK +1-15/ 8" " SCALE. N.T.S. 2X4=m SECURE TO BLOCK W/ TAPCONS MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6» BECURE0 THROUGH SECURE TO BLOCK W/2-11i' NON-STRUCTURAL )1(r' TAPCONS TAPCON MIN I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 8. CMti WITHIN 8' OF EACH END 4 1S' DRYWALL IW O,C. MAX SPACING. 2XS4 I-X4- OR I'X2' P.T. NAILER a SECURE TO BLOCK W/2-V CASING TAPCONS MIN SHANK SIZE J45 MIN. HEAD SIZE 31D0 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANFACTURES DETAILS. IS' Or- MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +2 1�4" %il VWDOB TO RL.00K +2 1!V D SCALE: NT . 2X4= SECURE TO BLOCK W/ Il(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE °N MIN. EMBEDMENT I Ys') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X IS' O,C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6mo SECURED THROUGH SECURE TO BLOCK UW- •NON-STRUCTURAL V TAF'CON6 TAPCON MIN. 1-Y4* (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 • G-MJ MIN. EMBEDMENT I Y4') Be DRYWALL WITHIN S' OF EACH END 4 'X4. OR I'X2' P.T. NAILER 19' O.C. MAX SPACING. ❑ 2X8== SECURE TO BLOCK W/2-Y.' TAPOONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 ATTACH TO 2X PER IS. O.G. MAX BPAGING. MA (FACTURES DETAIL& N'x4. 4N9 r RROC ,o nus.ws,co NT o�$� DOOR JAMB TO BLACK +3" E BCALE: KTS. 2X4= SECURE TO BLOCK W/ )W TAPCONS (MWL SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,W) WITHIN S' OF EACH END 8 NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/1-V NON-STRUCTURAL V TAPCONS(MIN. SHANK SIZE TAPCON MIN. I-Y4- J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') 8' CM WITHIN 8' OF EACH END 4 1i' DRYWALL 10' O.C. MAX SPACING. 2XS:® ❑ 1•X4- OR I-X2' P.T. NAILER SECURE TO BLOCK W/J-%' D X SECURE TO TAPCONS(MN. 814ANK SIZE IRU URAL MEMBER q(2)1'1.; J45 WITWIN8OFEACH MIN. HEAD SIZE 300 D 4 6' TO 8' O.C. MAX MIN. EMBEDMENT 1 Yi) OOR CASING WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 18' OL. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE= SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A") DOOR JAMB TO BLACK +3" F w TO B +" ALE, KTS. 2X4= SECURE TO BLOCK WN4' TAPCONS(MR SHANK SIZE J45 MIN. HEAD SIZE 300 MINR, EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' OTC. MAX SPACING- SECURED THROUGH 2xb'® NON-STRUCTURAL )' SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Yi TAPCCNMMR SHANK SIZE EMBEDMENT INTO BLOC_ J45 MIN. HEAD SIZE 300 S• CMU MIN.. I Yi) • DRYWALL WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. ❑ VX4' OR I'X2' P.T. NAILER 2XSC� SECURE TO BLOCK U4-V4' )6' OSB. X 4' MIN. TAPCONS (MIN. SHANK SIZE J45 CASING MIN. HEAD 84ZE 300 MIN. EMBEDMENT 1 4') DOOR JAMB OR WINDOW LWT14IN 8' OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. Ni14 4,f1 r,�o M "l)l�.IIIt! f00 Nit Obi$) DOOR JAMB TO BLOCK +3-7/18" NIND01T TO BLOCK +3-4 6' G SCALE: N.TS. 2X4= SECURE TO BLOCK W/Yi TAPCONS MIN SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) NOTE, STRUCTURAL 2X W3' OTC. MAX WITHIN 8' X EACH SPACING. END 4 MUST BE ON OUTSIDE 4 2X6� SECURED THROUGH SECURE TO BLOCK W/I-1/4- NON-STRUCTURAL )U(A' TAPCONS TAPCON MIN. 1-Yi (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN HEAD SIZE 300 MIN. EMBEDMENT 1 Yi) 8' CMU WITHIN 8' OF EACH END t N DRYWALL IS' OjC. MAX SPACING. ❑ 0(4' OR I'X2' P.T. NAILER 2X8s>>o SECURE TO BLOCK WA V4' r, P.T. X 4' MINR, TAPCONS CASM MIN. SHMK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT 149 DOOR JAMB OR WINDCU WITHIN 8' OF EACH END 4 TTAC 4 TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 3/4' UH 11DO1 TO BLOCK+3 3 4' SCALE: KTA 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 wwwabdesUpigroup.c0m L AA S: 0003325 Q W IsLTmly at LOT:SILVERADOLOT #19BLK. #7 ROJTECT# 04128.002-19071 KODEL 4EBB "1828-CALL" GARAGE 3`01MG: LEFT PAGE: DETAILS %150 MPH EXP. B ROLAW A ABCUCHACRA L AR NO 90725_ J DAMPANT 5/31/19 aCAL E: 1 /4"=1'-O" axEET D2 PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.4 FL 17232.3 FL 17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 6223.3 FL17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 22029.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR 2017 FBCR 7/32/2019 FL15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS 2017 FBCR 7/31/2019 FL17676 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL35332 MIWINDOWS&DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS& DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 1S076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5694.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W. FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesWwWoup.00m L AA #: 0003325 4 y Pl � � • us Z IL DVIB m Ae LOT SILVERADO LOT #19 BLK. #7 PROJWT* 04128.002-19071 woaEU. 4EBB "1828-CALL" GA t GE BVIMG: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B ROL.N� A CRA L AR NO 9WM _ J PilfT Dw5/31/19 !KALE: 1/4"=f-0" 839EET D3 PLegow•Eo cGTrtROL JONr� FLANGE aF CONTROL JON761d BE WRED TIED TO LATH • V O.C. MAX (VERTA HQM DO NOT RASTER! CONTROL JOINT TO WALL EVEN F STUD EXISTS GEYOND EXCEPT STAPLES W/ MAY I kmr TEMP SWIRE OUOiG INSTALLATION -� 1•17LO BE GAC -7VERT4LL k TMIGL 3 COAT CEMENT PLASTER URS LAYER 4. FOIRTfEmit SIALDNG PAPER APPROVED METAL LATH FASTENED -1' (VERT.)OC, MAX AT SWPO" WURE LAYER 9, STUCCO WRAP UIOCD SMEAT M LATH SHALL NOT ON COJTINI0118 i' To s' v To i• TMROIXaN CONTROL. \ JOINTS SUT SMALL SE STOPPED AND TIED AT EACH 610 PROVIDE 114 ®LOCCNG PER ASTM CI069 PLACED FLAT MAX 6' TO 0' FROM CONTROL JOINT WHEN NQRL \ CONTROL JOINT FALLS ON L FASTENERS FOR LATH TO ISE NAR6 O i 6TRJCTiiAL STLO STAPLES N C21PL ANCE UV ASTM C1063 2. ONE TIES TO BE Z. IS) 00415' WIRE 3. SLOCKLNG SMON MAY BE N ADD nC7 N TO WALL 6TWD8 RECUPE R! R PL/W / Off. TYPE CONTROL JOINT O!FOLD NWIID •PT.A ®raD O!FOLD isJuo . PEA L CPSAW . FR.6 L CFI&AAB . R. C TOLD I6fY0 • PF. A N.aeAw•n.e .L. • g' A �C ® L P0.D NIMIO • FR. A L aeMx. W. L aeAN . R. O 4 NCLD PT. C &Am R. a TILL P7. C TACK" 111 Aom .oalw SOMA° MANE YMTO! TORT WEAL POLO. DQ d(d art. j' THICK 3 COAT OHaENT PLASTER ORRCIW 2 oOAr amen FLASTa• (aw ONE LAYER 7. FOR(IFIBER SUILONS PAPER TRINa ANY) UM LAYER -1. STUCCO WrAPoptams ALY) APPROVED SULDMG u1eAP SMALL BE LAPPED A MNMAPT OF 45t4' SELF-ADIER1146 MEMORME 1 6' • VERTICAL L.AP6 (ROLL PLASMNG (COMPATIBLE W/ NOU6C 7\ ENDS) I V • HORRIZO TAL LAPS. UIPAP hIATERIA-) OVER ALL SEAMS NEED TO USE TAPED LATH VERTICAL LAP TO EE I' APPROVED HOUSE WAPAP. ::.. UTH FORTISER SWEAT14MG TAPE � FLAMING TO lXTEND ONTO PIPE I / \ 1. OR LESS PIPE / \ FOC"RATICN X X CUT AND OVERLAP ONE SIDE OF / METAL LATH SELF-ADFERN3 MEMBRANE / IT PLA6MIJG n1® LAYER AK , I r TTIC3 COAT CEM ENT STEP 01 STO U,R,Ap PLASTER METAL LATH WRD LAYER 4, FORTIPMR \DAPS LAYER •2, FORTPIBER SUILDIMM PAPER BURDPG PAPER _ LAYER -1, i / I 67UCCO uvp INSTALL FASTENERS (CLIPS, ,II r WOOD SFEATHNG STRAPS. STAPLES) AS \ I READ TO SECURE PPE/ WRE TO PPIAMNG o 6CALPEvLAP ® KICKOUT DETAIL Ip'X'v � I UAL WTALL tcclNoxr AeWNO AT mT<Q. A IipCF e NreeECTIa1i Mom. 61DE LAPS OF METAL PLASTER BASES SMALL BE SECURED TO FRAMING MEMIBERS. TMEY SMALL BE TED BETWEEN 61PF40RT6 WITH 00415-N (UI-MM) WINE AT INTERVALS NOT MOM THAN'Y (22S-MMJL AS PER ASTM CE63 1JSL FOR REPAIR OF TEARS N UFO LAYERS, TEARS MAY BE PATC44M MA40LISE URAP TAPE PER MAN~. SPED OR PEEL I STICK WOOD STUC 6KEATMNG 6TUC40 WOOD SHEATHING OR CP1U WRB LAYER 'I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB t TAPE OVER ROOFN/ALL SCREED 5'X9' 'L' TYPE CONTINUOUS z CsALV. METAL FLASHING � (NAIL TO ROOF DECK, NOT WALL SHEATHING) c+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS 5 "L" FLASHING N.T.S. .T.S. 6''x6' SELF-ADFNtlNG MEMBRANE R.ASNNG (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4h4' SELF-ADWERNG MEMI RANE R.ASMNG OVER APPROVED MOUSE URAP. CUT AND OVIRLAP ONE SIDE OF STEP 02 SE�ADMEN RG MEMBRANE YRS LAYER'! ewec wuP Wm LAYER 7. FORTIFMR BULCM PAPER METAL LATH 6'x6' SELF-AOMERNCa MlM OW44B FLAEMNG OVER 4W' SELF-ADNERNG MEMBRANE FLASHING. OVER APFiiOVm NOUN URAP. lTJfMING TO lXTED bUTO PIP! 4'x4' SELF -ADHERING M'lr7BRAMIE PLAMdSY OVER APPROVED MOM URAP. CONT. BEAD OF SEALANT AIR RIG COATING OVER STUCCO/ (SEE TYP WALL 6ECTICM) SECTION PER SECTION R7U6.T EFJRINrIINYn� OINRIIYIO Exterior use of podlw"A cement pWaer ,hall comply with the appicatlm requifemems of ASTM C 926121 Installation of exterior W *V and fiamrV shall comply wiN ASTM C 10E112A TION DETAIL (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) LURE LAYER *2 (FORTIFIBER------- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 1 • - •I� A SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R703.11 / A5TM C-84l-05, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN HLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.andesigngroup.com AA 8: 0003325 V h INS ix LE uW W cI 2 Q rso _ Q V Q C g IP LTSDIR ae LOTSILVERADO LOT #19 BLK. #7 R OM=T## 04128.002-19071 MODEL 4EBB "1828-CALL" GARAGE SYM90: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATM 5/31/19 SCALE: 1/4"=1'-0" SHEET WA1 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEM BANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO ESE, 1. 90TTOM. 2. SIDES, 9- TOP VENT CAP 10 TO ESE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 80 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND NTERBECTICNS APPLY SEALANT AT PERIMETER OF NON-MOVAESLE FRAME AND STUCCO ON ALL SIDE&Y4' CAULKING E JOINT AROUND PER SECTION R703.7 E ador�and� Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. WIRS LAYER'I, STUCCO WRAP HOODED VENT THICK, 3 COAT CEMENT j. PLASTER METAL LATH WRIS LAYER e2, FORTIFIBER BUILDING PAPER WOOD 8 4EATMNG DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — • — — — • — BUILDING PAPER) METAL LATH x—X—X—x STUCCO SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-&41-09, MIN. 25 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF WOOD GWEAT14NO FLASHINCs LAYER 9, UNIT STUCCO WRAP LAYER -2, FORfIFIBER PREMANUF. DRYER BUILDING PAPER VENT CAP (SET IN PETAL LATH CONT. SEALANT) WOOD T/S• TEXTURED COY�- STRJCTION .:FWSH • WOOD FASTEN TO WOOD STFZJCTURAL SEALANT • MEMMR • V OC. MAX TOP 4 SIDES ° cfaJ 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL X\` I 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — LNDER 'QUICK FLASH' ELEC. METER FIELD VERIFY LOCATION 6' WIDE STRIP SELF ADFESNE FLASHNG, CLEMI MASONRY BEFORE APPLYING V FINISH •MABOIW r— — — — HORIZONTAL WEEP SCREED — (FRAME TO BLOCK) A VENT PENETRATION SCALE: N.T.S. AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM ('GREAT STUFF' OR SIMILAR) —APPLY A SILICON BASE SEALANT AT POINT IT T7 THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED WOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO UJRAP WOOD SHEATHING APPROVED HOJSEW2.AP BELOW CUT SUCH TWA NO MEMBRANE ENTERS SOX, APPLY TO FM EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC UIRB LAYER M, STUCCO WRAP CUT •X' INTO SELF -ADHERING Y MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UAW LAYER 01 STEP 1*1 STEP #2 ti WRISTU STULAYER CCO I CCO UARAP APPLY 60 MIN - GRADE '0' FELT OVER SELF-AD4 ERING FLASHING OVER APROVED HOUSEWRAP STEP #3 ®fNG MEMBRANE (FLASHING � t UJRB LAYER •2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOM'ERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) ti METAL LATH 5 T E F #r:;, 5TEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.abdeslgngroup.com AA 8: 0003325 �V as o a C ens F RADO #19 . #7 IF2-19071 BB —CALI" 81MCC: FT LL MBLY DETAILS V.150 MPH EXP. B 9 D TM 5/31/19 SCA*M 1/4"=1'-0" Efi�ET WA2 Iftmom DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L. ' WOOD SHEATHING �� SELF-ADHESIVE FLASHING - - - - - CORNER BEAD - /FASTENER 4 SPACING: is -I' O.G.) N` -F CMU 5 THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca? BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww .abdeslgngroupmm AA #: 0003325 Z N � C E � b � m O aaarJ�111 J z y O ¢¢ ¢¢ Sumaiv. a LOT SILVERADO LOT #19 BLK. #7 PROJECT# 04128.002-19071 MODEL• 4EBB "1828-CALI" 0ARA0E STIMO: LEFT PACE: WALL ASSEMBLY DETAILS 150 MPH EXP. B I ROLMO A. ABOUCHACRA AR NO 9V= , D � 5/31/19 mcALE: i/4"=1'-0" BIRENT WA3 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRES LAYER '2 (FORTIFl5ER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOW SFEAT67NG— UEATFER IRMSTIVE 6ARRIER'1 MEATIER RESISTIVE / DARTER 4 UR bif. �� D e1NG Ir� / r 6' SELP-ADIEP045 FLAD14M / \ eTazreR STRIP 6' SELF-ADIERN6 FLASMM6 �jRESISTIVEVEMEAnER,DARTERuCATHER.EMTIVE DARKER 4 RF�RM •ADIE6 GALVV PETAL 'Z' FLASWING ,TIC uelNrs .r • , \ BEAD / aiaao� `TnR \ •` AL GAP MLCAALKNG oR APPROVED SEALANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdwlorwgloup.com AA #: 0003325 a 8 h a � � m UU'7 _ w J S[JSDIV. 4 LOT: SILVERADO LOT #19 BLK. #7 PROJECT# 04128.002-19071 ZwDEL 4EBB "1828—CALI" GARAGE SKIING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B P" I PAXnw A ABOUCH ►CRA ]DATE: 5/31/19 SiIEET Y V A "V 00 2x6 SUB-BANb W/1'x4' NOTCH 5 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1P I� 1/8' TEXTURED I FINISH ® WOOD I 1/2' TEXTURED FINISH ® CMU / METAL FASCIA \� WRAP Ya' FROM STUCCO, I' FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X& \� \\ SUB BAND ONLY \ \ \\ 1 \ 1 � ELEVATIQN ®PLAN A 1/8' TEXTURED FINISH • WOOD, I/2'TEXTURE0 FINISH • CMU x . METAL LATH x x x x x x x x METAL FASCIA WRAP WOOD SHEATHING x x x x x f OR CMUx l' LLRB LAYER N, x x x x x x STUCCO WRAP(FRAFIE ONLY) x x x x x x x x x x x x - WRB LAYER 42, FORTIFIBER x x x x x x x x x x x x x BUIRILLDIING PAPER x x x x x x x x x x x x x I FRAME OR CMU 2x6 Slm DAPID ccl ROOFMG CEMENT x x x x x x x x x x x i x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL Klc�c our x x x x x x x x x x x x x (REFERENCE POINT p /� ©I L /�N ONLY. FOR WALL OFF x ., ... SET OF COMPONENTS) —ROOF KICK OUT REMOVED � FOR CLARITY A_ ROOF DECK (BEYOND) DRIP EDGE, I. OFF WALL '(NOT INTO STUCCO) TEXTURED FINISH e /WOOD, 1/2' TEXTURED / FINISH ® CMU -2x6 SUB -BAND W/1'x4' NOTCH END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1' OFF WOOD WALL- SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4' -O' SCABBED TO TRUSS W/12d NAILS b'-8' O.C. MAX. 2x SUB -SAND W/%'x4' NOTCH o END AL FASCIA WRAP P EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL - - - - - - - - % x X x x x x x x x x J. 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 METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT is 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.)4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/tYx4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT A ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 WwW.abde igngroup.00m AA*: 0003325 R b � y 2 10 Sulwiv. at Lo1`. SILVERADO LOT #19 BLK. #7 PIROJECT* 04128.002-19071 MODIno 4EBB "1828—CAU" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND V.150 MPH EXP. B D 7M 5/31/19 SCALE: 1/4"=1'-0" SI3EET dd A6 FOUNDATION NOTES 28'43" 11'-0" T-4" 15'-10" 9'-8" 9'-8" '-4" — 1 — — — I — FM-12X12 — — — — — — FM-12X18 — ,., XI 4" CONC. r �I LLI SLAB LL i51. O a F-24X24 Z 3 12 LL 10 .1 EXTEND FM-12XIB 1 SLAB 11/2" 1,1 I I I. 1.1 I I I I iv F TOP OF SLAB I Ix ILL I I I 1 I .I I I I �I I XI LLI I I f 4" PVC CHASE ;;y— 1 TE-1 L — — — — — *51/2 41 17'6" 2•-8" 3,_0- 5 I I � . I� � II ILL o I I EXTEND 1 2 SLAB 11/2' --- I 1A H FM-12X18 4"CONC.I ' I ti law SLAB I I l (� Tina I,. 3 1 Q I I. 7 12 g 2 LL 3'-4" _J FMC-12XIB FM-12X18 FMC-12X18 — — — — — — — — — — L FM-12X18— J — — — o1171 11 1 1 1W - 4 4 .1 2'-8" 16'-0" 2'-8" 4'-4" 3'-10" 10'-2" 21'-4" 14'-0" 39'-8" FOUNDATION PLAN SCALE: 1/4" = V-0" 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WTIH 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 NAT}i ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED MATH THE IANDOWD06R TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.13NDICATED #5 BAR, UNDICATES #6 BAR, SDICATES #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 SHOVIM IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6 =361, 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 2,000PSF. 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.530-131ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT ("0 PSq, UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER J OF SLAB SUPPORTED 3'-0" O!C MAX. SEE PLAN FOR W WVI SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2D17 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6th EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS 6x6 W1.4-1,40VER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REIW. TOP REINF. T.O.F. 8HORT LONG TEA 8" SEE PLAN 10" FM-12x12 12, CONTINUOUS 12, - (2)#Ss FM-1208 12, CONTINUOUS 18' - (2)#5's FM-16x18 16, CONTINUOUS 18" - (2) #5's FMC-12118 IT CONTINUOUS 16, (2) #6. VARIES F-24X24 24" 24" 17, s s 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.mm L AA #: 0003325 h ra W aUDDIV ac LOT: SILVERADO LOT #19 BLK. #7 PROJECT#/ 04128.002-19071 MODEL 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B DF-RINTA 5/31/19 SCALE: 1/4"=1'-0" SISEET sl 30" MIN. EACH WAY MONOLITHIC FOOTING Z STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND d 6. CELL SEE PLAN FOR SIZE AND ° v—" Q 0- SPACING REQUIREMENTS O SPACING REQUIREMENTS It— m m U W :. " GARAGE DOOR RECESS a s n Q .Q I -�.. r FM 1 m J g w y z 8" CMU WALL O e" CMU WALL n . CORNER BARS, SAME SIZE AS BAR w w 8" O o ? '- 0' I IN FOUNDATION WITH 38' LEGFACH I w U a_ rye" TOP OF SLAB 4 WAY AT ALL CHANGES IN DIRECTIONS I ... - > dI $O THAT THE STEEL REINF. IS CONTINUOUS N rn 70P OF SLAB • MATCH AMOUNT OF CONTINUOUS BARS c I." CURB FIN2 ° EXT. PORCH SLAB ° 4" •° SEE SLAB SCHEDULE BAR SIZE 48 BAR OIA 4" CHAMFER (1-STORY) #3 1ff' EXT. PORCH SLAB - VARI S SEE SLAB SCHEDULE TOP OF GARAGE 'ILL CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE ' a. I�W_H-- Q '- Z�0. MASONRY UNITS SET AT EI.EV: Wl 11T' ISOLATION (W AERE • • 8" CHAMFER (2STORY) #4 24" W/,/2" ISOLATION 4" CHAMFER i-STORY ( )JOINT Ile"CHAMFER (2STORY)APPLICABLE a#5 i SEE SCHEDULE 30'• JOINT(WHERE APPLICABLE) z •T i a EE SCHEDULE TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING g FOR WXD, BAR SIZE #8 3g• FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 ar EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE: 3/4"=r-o^ 2 GARAGE SCALE: 3/4"=I-T CORNER BARS DETAIL — 3 DOOR OPENING 4 SCALE: 3/4"=,'-0• SCALE: 3/4"=70" w I 12 N NEW REINF. BAR 2" CAPPED O a I SECURED W/2-PART a EPDXY, MIN. EMBED GALVANIZED PIPE d 8", UNO WIFLANGE BASE FOLLOW ALL MANF. SPECIFICATIONS FOR N USE AND I 4 PREPARATION OF HOLE, SECURE FLANGE TO Z w SLAB W/(4)114"X2IW TAPCONS �'?O QQ . P 4" CHAMFER (,STORY) 8•' CHAMFER (2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 6 SCALE: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z Qa o> �t mw U_ Y a p to 8•' CMU WALL 0 TOP OF SLAB [/-—• SEE SLAB SCHEDULE z i — "ISOLATED" COLUMN PAD CENTERED UNDER WALLIWD POURED MONOLITHICALLY WTH ------ FOUNDATION AND SLAB SEE SCHEDULE • FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO- FOOTING AND COL. PAD 10 SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdasWigroup.mm L AA #: 0003325 V 8 q av>lDiv ae IAT: SILVERADO LOT #19 BLK. #7 PROT/ 04128.0 —19071 HODRU 4EBB "1828—CALI" GARA02 8WING: LEFT PALM DETAILS %150 MPH EXP. B ROUMO A ABOUCHACRA L AR NO 93723 DA 5/31/19 SCAm- 1/4*=f-0" a136)dT St. m�= mm TIE VERTICAL REBAR TO HORIZONTAL REBAR W/10"HOOK GROUTED BOND BEAM VARIES PER ELEV. 4:. �I �o 1` CLEAN OUT REQUIRED FOR INSPECTION FIN. FLR. -•' TIE ERTICALREBAR TO HORIZONTAL REBAR W/ 10' HOCK BAR SIZE 14813AR DIA O #4 24" U #5 30 #6 38' #7 42' HORIZONTAUVERTICAL REINFORCING (D_ SCALE' 3/4"=1'-0' #5 BARS 0 8" EE. K=l� El 4 1r -0 CMU UNIT DIMENSIONS ao ARE NOMINAL SIZES • MASONRY SYMBOLS 3 SCALE: 3/4"=1'-0' 1441 N. RONALD RE GGAN I LVD. LONGWOOD, FL 32750 PM: 407-774-607. FAX: 407-774-4078 www.abdesigngroup.com AA #: 0.0332. IN sp J ss 3 S aysDiv. ae LOT: SILVERADO LOT #19 BLK. #7 PROJECT/F 04128.002-19071 MODEL: 4EBB "1828-CALL" GARAGE awMG: LEFT PACE: DETAILS 150 MPH EXP. B ARC Hr ECT IMAM CIF 19 j 3 ROLMD A ABOU(rC M AR NO 93723 D� 5/31/ 99 SCALE: 1/4-=1'-0" sign S1.2A ,9 MET, II,RUT COOK 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 10d x 1 1Q" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 117 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING LS 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 METALCONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2)c MEMBERS TO WALL WITH HILT[ 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. I Z ALL ELEVATIONS ARE REFERENCED FROM 01-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW / T.O. B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FRCM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (psi) SIZE WX REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)46 NIA GROUTED SOIJD "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8" PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS �FC/MBS SAFE LOAD -POUNDS PER LINEAR FOOT `/yPC/6SP9 SA o LOAD/MA SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH °YID 3'4 (42') PRECAST 2231 4"4" (4S) PRECAST IBIS 4'fi (SP) PRECAST +BM e-' (14') PRECAST 1217 TAW (TIP) PRECAST 1062 84' (M PRECAST hoe r4' On PRECAST 743 111 (117) PRECAST 654 104' (126r) PRECAST 476 ,,< (lWj PRECAST 382 124' (1441 PRECAST 367 I" (117) PRECAST 266 1*4r (16S') PRECAST 279 144' (17S') PRESIREMED NA PRESIRESBED NA 17s' Win PReffnmmm NA 1" M2') PgE8'fRF9B® N.0. 211-C (1m PRE NA 2r4" Wl PFegfRESM NA 24'4' - PFISSYREM Omu:mm=mDDOm m00000v 0m00��0 oomKmroom 0©DOD©0 Imoo� �m00©Om 0©0000 0©000 m�00�00 0m0©�00 000000v 000vo�� 000m000 o�om000 000�oov v00000v 0�o 0 ©0000mo mcm0M IE=E 0 00 10oLm 0 000��MILLM0 000 0OLM©ELM©MEM0 0100llm000 0000000 o©oo©©o ©�0000© 0��0000 N.0. rs >m 4eo w w 1w (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -ALLVALUES TAKEN FROM 1 AFE LOAD TABLES' BY CASTORE7E ANY 2111®BROW -ALL PRECAST PRODUCTS ARE TOM fWALLED PER MAPMACTURES SPIT IFICA7 8`4' (42') PRECAST 10251 1034 1 1188 4-0' (48') PRECAST 785 783 1309 4V' 0541 PRECAST w S91 1073 Ste' W-) PRECAST 411 411 745 S-ur (70") PRECAST MO 330 S" W-C (W) PRECAST 507 721 400 r4r (11119 PRECAST 424 534 313 Q-C (1121 PRECAST 326 612 230 w4' (12n PRECAST 254 401 180 11W (136') PRECAST 200 462 164 124' (141r) PRECAST 244 402 137 W-C (110") PRECAST 217 324 110 14'-0' (16r) PRECAST 205 203 100 14W (1711 PRIETTEM® N.R. 214 91 I" (184') PRE NA m as 1T-4' Q06'i PREP NA 194 84 1" Mn PR ESTRISSFD NA 148 52 214' on PRESTIIIESSED NA 125 42 224' C2M PRBrFE193) NA 116 40 244' On PRIBER ED NA 1 61 1 83 �0000000 oor00000 '�D�D0Dm0'' 00�00�0 I�0MEN �_�_0_©OOI DODO©00', 0Q'.omm"_'. '1'_'psiQw�—wl mar-ac�a-���n oo�n�cs�+m�r1' DE2'Q^Q"Q'Q1Q". ®�f^E2^Q^C7_ CT_1C3' _, o E777 QQ ODQ@C1_'C7�Cl� (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED RESAR PAECIIBT PRODUCTS BY 0THERS70 MEET OR EXCEED VALUES STATE ABOVE PROVIDE YNISRRA4.0F BEAPSA PAST EACH SIDE OF 1119IDOW 0PIRM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P, CORPORATIONCASTECRETE DIVISION ACCEPTANCE #: 1"125.03 8F76.1TMMB 8F16-IT/ONWB 8F16-1T/OMMB ♦ 1 1 1 ♦♦♦ ' 1 1 1 ♦ I ml 1 ♦♦ 91 1 ♦ I0 � �1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1� 1: Ij 1� 1; 1` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r � o � � L_____J 8FB- 1 T/OM/OB r LIFT BEAM PLAN SCALE: 1/4" = V-0" UNO, PROVIDE 1381 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8". UNO. 1441 N. RONALD REAGAN BLVD. L0NGW00D, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdmjgngroup.wm AA #: 0003325 aJ ilpi ,Qp M � � • J W O W Q � �ssaa 0 W O sysDiv At LOT: SILVERADO LOT #19 BLK- #7 PROJECTLp 04128.002-19071 MODEL' 4EBB "1828-CALL" GARAGE 81111111 LEFT 1 PAGE: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B AMMECT STATE OF FLORDA 4 �7� ROLMD A. ABOUCHACRA AR NO W7� PRINT 5/31 ". DATE SICALE: 1/4-=l'-0- 919MET s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 1P HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4'=1'-0' PLACE STEEL REINFORCING(L2) AS DEPICTED HEREIN. PgS��R P NOTES TO THE INSPECTOR/CONTRACTOR ,. PLACE LINTEL ACROSS TOP OF OPENING, 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND 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. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6, UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16" DEEP. r� F = FILLED W/ GROUT U = UNFILLED OMINAL 4DTH # OF AWS, IN 2ND BOND BEAM COURSE B �16-1T/1�/c NOMINAL HEIGHT # OF BOND #5'S, TOP BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5 S, BOTTOM THAT XFXX - 1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/08 INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST '•31AT' , 4 WINDOW SILL Z g SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE:, 1/2"=,•-0" TYP. Sk8' 61 BOND BEAM TYP. 8'k16' jp BOND BEAM 8xl6 DBL BOND TOP OF BEAMWI (1)#5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W7(1)#S BAR :�: BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (L2) LENGTH OF BAR = WIDTH OF MASONRY OPENING _2. OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE SCALE: 3/4"=1'-0' LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS Tn . PRECAST HEADER(MIN) 2x4 (MIN2X3)1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114") 8" FROM EACH END AND 18'. O.C. MAX. MIN 1-114" EMBEDMENT 2x8 (MIN 2 X 3) 2-3l16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE.300 MIN EMBEDMENT 1 UN-) 8" FROM EACH END AND 18" O.C. EACH MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 /2X4 SOLID BL -- 114") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.G. MAX. MIN 1-1/4" MIN, 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-d' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77 78 FAX: 407-7744078 Www.abdesWwgroupoom AA #: 0003325 pi W SS b o e C Y SunD2N. & LOT: SILVERADO LOT #19 BLK- #7 PROJECT 04128,0 -19071 MODEL 4EBB "1828-CALL" GARAGE BWMG: LEFT PAGE: DETAILS 150 MPH EXP. B Dw� 5/31/ 99 SCALE: 1/4'=1'-0" splEET S2.1A d:7_\IT 'l[elkll*] � 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x 110 HOG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1Od x 1 V7 HOG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW DOORAND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WLL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2X4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2X MEMBERS TO WALL WTTH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S3e, .177" ° x 2 7/8" LONG, WITH WASHER C 16" O.C. 10. TRUSS REACTIONS AND UPLIFT'S 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. CJt cis CJ5 to C c 2X4 BLOCKING BETWEEN TRUSSES 24" O.C, TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO 5 $ 3 BRACE TOP OF WALL � a� 1 i i TnC ACCESS 1 1 FRAMING PLAN SCALE: 1/4" = V-0" �T1 CJ1 CJ3 CJ5 to 3.1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 Www.abdesig Igmupmm AA M: 0003325 O a yCJ�1 J ly z + OS Q OC aum,xv. a< LOT: SILVERADO LOT #19 BLK. #7 PROJECTIII 04128.002-19071 woaE:. 4EBB "1828-CALI" GARAGE BWMI90: LEFT PAGE: FRAMING PLAN L150 MPH EXP. B 0000, DA � 5/31/19 aCALE: 1/4"=1'-0" DHZET S3 PLYWOOD SHEATHING, SEE "ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS, FL#17680 B-(2) USP HTA16 TRUSS ANCHOR WITH (9) 10d x 1 12" TO TRUSS EA STRAP. FL#17680 DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) ix2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/(3)16d GAILY. COMMON NAILS. ENGINEERED WOOD ix2 SECURED W/ 10d TRUSSES Q 24" O/C, GALV. COMMON NAJLS SUBMIT SHOP DRAW9NGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:18701.BS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1a 1b GIRDER CONNECT0R(S) SCALE:34"="°' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE WI (3)12tl EA TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING SEAMS) 0'-0" TO 30'-0" (1) "X" BRACE 30'-1" TO 60'-0 (3) "X" BRACE SECURE 2x8 PT. PLATE 0) "X" BRACE @ CENTER TO 13LKWY 1/2" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT VW 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32'OC MAX iE-ENG GABLE TRUSS SECURE GABLE TOW P.T. PLATE W/ 12d's 6' STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d% @ EACH TRUSS BE INSTALLEDIT. to'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS � 34"= DEPTH 1/4'D -HOLE EDGE>5/e" — - OLE DIAMETER < 2/5-D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM.- PLATE STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 VZ'=1'-0' EDGE>5/8' HOLE DIAMETER < 3/5-D DBL. STUD 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 IN AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WWD AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO F1 AND F2 FORCES. 11 ALTERNATE MATERIALS SCALE: # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2"APART REPAIR OF MULTIPLE 3 MISPLACED EMBEDDED TRUSS ANCHOR SCALE: 3/4"=1'-0" J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX:407-774-0078 www.abdestgngroup.mm AA #: 0003325 Z �•y �l C J Z IT JJ a C aunDIV. & LOT. SILVERADO LOT #19 BLK. #7 PROJECw 04128.002-19071 MODEL• 4EBB "1828-CALL" GARAGE 811MG: LEFT PAGE: DETAILS 150 MPH EXP. B PAXA V A ABOUCHACRA AR NO 93723 , Dw' 5/31/19 flCM.E 1/4-=1'-O- BIKE r S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT O WOOD"O.C. SHEATHING SEAMS)(BLOCKING NOT SHOWN FOR CLARITY) TRUSS TYD MAX FOR STRAPPING O VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/7 WASHER SET IN HIGH'�� STRENGTH EPDXY B' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2%8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)1Wd @ EACH TRUSS TO BE INSTALLED @ V-C' O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 ww abdmigngrouP.wm L AA 5: 0003325 N � OC q U a �y ZZ o iy W C sVSDIv. do LOT: SILVERADO LOT #19 BLK. #7 PROJECT/ 04128.002-19071 HODEL- 4EBB "1828-CALL" GARAGE SVffNO: LEFT PAGE: DETAILS 150 MPH EV. B DA� 5/31/19 SCALE: 1/4"=1'-0" 922MET S3.1B 2X4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d ® EA 4'-0" O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-1" TO 60'-0 (3) W BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE @ CENTER r2x (2) "X" BRACE DIVIDED EQUALLY STIFFBACKATALL FROM CENTER TO END. UPRIGHTS OVER 4'-70'HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO ix2, 2X W000 FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG 2x SECURED VO(3) 16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES @ 24" O/C, 1x2 SECURED W/ 10d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2X4 RAT RUN 12' O/C AND APPROVAL SECURED Wl (2) 12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS (D W/ HIP RETURN SCALE:3/4"=1'-P PRE-ENGINEERED 2 VALLEY TRUSS CONNECTION SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 7 .abdesigngroup.c AA N: 0003325 W Q Z 41 W O t� p (QVVV� 1y0 a $ss�a aveDie s L om SILVERADO LOT #19 BLK. #7 PROJECT* 04128.002-19071 MODEL: 4EBB "1828-CALL" OARAOE SV►INO: LEFT PACE: DETAILS 150 MPH EXP. B DA 5/31/19 SCALE: 1/4"=1'-0" SHEET S3.1C 1 I q GABLE-ENO�f ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (13:53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "8" RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF USE MIN 7/i6" O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 618 CDX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4" O.C. EDGEWISE ZK4 BLOCKING ALL PANEL JOINTS W IN W OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN-DIA SHANK TENSILESTR. SHANK 8d RING SHANK 212' 0, 120' 170,000 RING SCREW SHANK (116- LACINGS 8d SCREW SHANK 2 12' 0. 12D" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (]SANTA) ESR-1539 EXTERIOR SWATHING USE 12" CDX OR 7/16" O.S.B. PLY WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8tl RING SHANK GUN NAILS AT 6" O-C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Bd RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES z Z z — 0 U W O J a m Z z • tt � Y Z z 7 1 C7 N Z 3 w . K y N Zo m Z W z8 0 W z q=O NO CI "r z Fr co S W W (N @W 4 U � d W zlk- TOP CORD BLOCKINGAT4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS � ROOF SHEATHING —� ■���ML 11 mmmmmm\ i 21111111111111 ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMING 81 RING SHANK GUN NAILS 6" O.C. IN FIELD. 8d RING SHANK GUN NAILS @ 17' O.C. IN FIELD or 8tl x 2 10 SCREW SHRANK PNEUMATIC SCREW -NAILS I IT 0.0"ILJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN COW UNCTION WTH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL R DRAWINGS, APPLICABLE BUILDING CODE STANDARDS: FBC2017, 6th EDITION ACI 318-14. BULDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 ANDAISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWNGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ONTHE PROJECT, EXCEPT MERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C31 MAXIMUM AGGREGATE SIZE SHALL BE3W. PROVIDE 6% AIR ENTRAINED CONCRETE DIPOS®TO EARTH ORWEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAMFERED 314'. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER WILL SLPBSONGRIXMYMHE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE FORM -WORK: FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTHACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Po = 1100 PSI AND A MODULUS OF ELASTICITY = 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORAM REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS- MINIMUM NAILING PER FBCR 2017, 6IM 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 WORN. 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 WEUDM WIRE MESH: AT BEARING LOCATIONS W THOUT 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 TIRLISMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REOUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WTH 2' CHAIRS SPACED 3'-0' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATIOMAL DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLABGNGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 psf TOP CHORD --onconent 10 psf BTM CHORD —n-ooncurrent DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psi TOP CHORD (7 psf W ASPHALT SHINGLES) (10 psf vd No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W ND UPLIFT: 10psf BALCONY LIVE LOAD 60 psf STAIRS LIVE LOAD 40 psf WIND DEAD LOAD SPEED=160 MPH 3. SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE 8, RISK CATEGORY II) LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10psf, UNINHABITABLE ATTIC WTH LIMITED STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: WEST,, BALCONIES (EXTERIOR) AND DECKS: 40psf, GUARDS AND HANDRAILS: 200psf, GUARD I NFILL COMPONENTS: 50psf, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: 40psN SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT DRAWNGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS CONTRACT DOCUMENTS ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 20N pf,FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. TFE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE 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 MX DESIGNS, WITH HSTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PMORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT B(CEED 5* 4-PRIOR TO THE ADDITION OF PLASTICIZER REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A615 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W1 THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" #5 BAR - 30' #7 BAR - 47' PROVIDE 36'x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ENGINEER. MASONRY: MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE S/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-00, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ASTM C-476 AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANCOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. STRUCTURAL.STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 1. FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE 8, Fy = 46 kv. STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E OR S. Fy = 35 1— TUBE AND PIPE COLUMNS SHALL BE GONCRETEFILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL SE TIGHTENED IN ACCORDANCE WTH THE TURN -OFF -THE -NUT METHOD CONCRETE SHALL COMPLY NTH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MSWMNG, MIXING, TRANSPORTING ETC. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J43OLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED YM EN CONCRETE IS BATCH®. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADD®TO THE MX URIL 1T IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THEM IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH TIE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BEAS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY DPOSFD TO EARTH 1FOUDATIONSk B FOR CONCRETEEXPOSEDTOEARTHWDORWFATHBR 1-1/2" FOR #5 AND SMALLER 2" FOR 06 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SUDS WALLS AND JOISTS 142"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPIA4, -DESIGN NATIONAL STANDARDS FOR METALPLATECONNECTED-WOOD TRUSS CONSTRUCTION:, AND 'TPIAWTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALPLATE-COMECTED WOODTRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWNGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERGEDE THOSE OF THE DELEGATED TRUSS ENGINEER. WAND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER ATvucAnON REMARKS APPLICATION SI3E TYPE I PRANG REMA— „ T �R" oN 0 6 acG E000SEE DET SEE DETAIL sEEDETAu SEE cerAs FXT.pOORS CASE,M Af31EDCOR NAIL „?LONG. 9"PC STA.... WINDONx0—FAST6IED INTO MASOMriOJNc. GARIGE DOOR To EUM MA-NRT,WNC SEE pETNt SEE DETNL SEE DE— SEE DE — DOwI xs ENOTES -SEI«aDENmowL L, ur LONG. s�ao sTAGGeem WINDOwIwDRIFASTE— rlxvlwNc. MCTALeTw ro MASONRrI_ CONTACT THIS ENGINEER FOR SPACING REQUIREMENTS avNc 000a BUCK—T.SEEMTEe mv,_ NOwa4�ax •Tnxpr FASIiHt IS— a E.—,BEM. EDGE04T. Norvar RNC Wvoo KLTOCCNC.BVB ,m owansoN W/WA . SORT — WMDOW�[ K °' E2.ND, D T.I PT To ,SEE Eg51.. NOTE6 1LES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILT X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN _ 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. W NDDW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-774-4078 www.abdes4pigoup.com AA 0: 0003325 h a a � 1p aaalai i ir SLTHDIV. a Lon SILVERADO LOT #19 BLK. #7 ;pt0 =TNF 04128.002-19071 moaa=: 4EBB "1828-CALL" GARAGE 8VF LEFT PAGE: DETAILS 150 MPH EXP. B ARCHITECT STATE OF(1! FLORnA 06 ROLMo A , L AR NO 93723 F-ppmrrDA 5/31/19 SCA=:1/4"=1'-0'T SN1 19 2� -5�2-