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HomeMy WebLinkAbout6901 Wagon Trail StJ 1828-4EBB-CALI HOMES 12602 TELECOM C>RIVE, TAMPA, FL 33637 Tel= (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES CITY OF ZE,PHNO 2018 II PLANS EXA& E i • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPAFL 33637 1 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 •OCCUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB •1011. INFERIOR FINISH - CL133 B .Busk w>ND sPSRo - vBn=160 MPH 0IOTOSURE - Bead=I18 MPH •1-STORY RESIDENCE - •2-STORY RESIDENCE - W. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING ADJ. ADJUSTABLE IT. ALTERNATE AMP, AMPERAGE BD. BOARD GL CENTER LINE CAB. CABINET CLG. CELING CLR CLEAR CONC. CONCRETE cPr. CARPET C.T. DRYERCERAMICTR5 D. DRYER DEL DOUBLE G D.G. DUAL GLAZED DMA. DIAMETER DIM. DIMENSION DISP. DISPOSAL DR DEEP DR DOOR D.S. DOWNSPOUT On. DETAIL D.W. DISHWASHER EA. EACH EQ. ELEVATION EQ. EQUAL EXH. EXHAUST EXT. EXTERIOR F.G1FX. FIXED GLASS F.G FUEL GAS FIN. FINISH PERL. FLooR FLUOR. FLUORESCENT FR DR FRENCH DOOR FIG. FOOTING GA, GAUGE OAR. DLSP. GARBAGE DISPOSAL D.P.L GROUND AULTINTERRUPTER IN'fFRR CIRCUIT I1PTER GL. GLASS Gm. Bn GYP UM BOARD H.B. BOSSIER H.C. HOLLOW CORE HDR HEADER HGT. OR HT HEIGHT INS UL INSULATION INT. INTERIOR LAv. LAVATORY LUM LUMINOUS M.C. MEDICINECABRiEr MFR. MANUFACTURER M N. MINIMUM M.T. METALTHRESHDLD TA MMOUNTED MTL METAL N.T.S. NOTTOSCALE O.C. ON CENTER PL PROPERTY LINE P.B. PUSHBUTTON PH PHONE PLY. PLATE PLYWn PLYWOOD PR. PAIR P.T. PRESSURE TREATED R. RA I RAQ RADIUS R.A.G. RETURN AIR GRTLJ, REF. REFRIGERATOR RM. ROOM R.O. ROUGH OPENING S.C. SOLDCOREEXTDR S.D. SMOKE DETECTOR SE SINGLE HUNGG ser. eer w SHTHG. SHEATHING SHWsm. SHOWER SEW. SIMILAR SL SLIDING SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPEREDGIASS THK. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTE OTH WOE VAPOR V.P. VAPORPROOF W. WASHER W/ WITH WD. WOOD Wnw. WINDOW Wm WATER HEATER W.I. WROUGHT IRON DATE DESCRIMON ARCHITECTURAL SHEET DESCRIPTION PG CI -COVER SHEET PG GN- GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATIONS PG E1—ELECTRICAL PLAN PG Mi-PMECHANICAL PLAN PG DI -DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 SQ.FT. CALL. S """G 450 Sa FT' LIVWx,E 028 sa. FT ENTRY 16 ea FT. LANAI SO ea FT TOTAL 2362 ea. STRUCTURAL SHEET DESCRIPTION PG Si —FOUNDATION PLAN PG SI.IA-DETAILS PG SI.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-UF'T BEAM PLAN AND NOTES PG SNG PG 53—FRAMING—FRAPLAN PG S3.1A—DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNI-DETAILS DRAWING / CONTRACT DOCUMENT Y TT REVIEW V THE BUILDER ASSUMES ALL LIABILITY FOR BtrERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) UNCLEAR AND IN NEED OF FURTHER DETAILING EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMTr A M TTEt1 R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGDLEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFTs IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DEMON GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-7746078 FAX: 407-774.4078 wwwsbdesi8n8roupcom L AA B: 0003325 , I Ilk La non, s1f mxv. as LOT. SILVERADO LOT #14 BLK. #12 rn0jwTiv - 4 2 HODZII, 4EBB "1828- CALI" GAMAGM *WnM3 LEFT PA03h COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) ft EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR STH 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 R301.21.2 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 OMSSIONS 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 WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER 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. 8. 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 ARCHITECT)ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALLNOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 2D•MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R309 52 DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.481"SHEET STEEL 1' MN. 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 113028 & TABLE R3028: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE 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 SHALLALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. OMWDw1 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, OWSITE 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, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE 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 W81 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 BUILDINGAND 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." TIER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI002) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS Z 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 ROOFMIALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE WAND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLIJYBYifi 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 W PVC (SCHEDULE 40), INSULATED WITHIV 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 P30052. 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. E1 TW" WALL COVEW+f9S 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 FBNBNES 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-1063-11A & R703.7.1, ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7. 24TOtY GYPSUM BOARD 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. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4076 www.abdesigngroup.com AA M: 0003325 oil Aillill sumly a LOT: SILVERADO LOT #14 BLK. #12 PllOJWT 04128.00 - 4 21 HODZU 4EBB "1828-CALL" OARAOs OWING: LEFT PAOs: GENERAL NOTES 150 MPH EXP. B DwT 10/23/18 sCALE: 1/4"=1"-0'* slfEw GN I iF W-A' = I _ I u,1EEEL0 o'INNNNNNNN� o INNIINNNNNa oJpNUo � Ill o to a o . ''LIniNNNNNIin 0 1!II t • . • i No No i 1�\So WE rmw lt`il ' i Q No no ■.ice• _ 0 1 . 13 s ME .1ON V ON PER i • Q ti: �® o - w :r I11' 11„ wxw 8 No No oINNNNNIo!"aINNNBNIIo olNBlo IoINNIIo tl f� I --4 IBNNBNNNNNOI i�ILIb9/. I _ SQ.FT. CALL. S LMNG 1028 Sa FT. GARAGE 430 Sot FT. ENTRY 16 SQ. FT. LANAI 88 SQ FT. TOTAL 2362 S& FT. OONOMW AND *ADMOb LOW BANG NID erom FOR eam am no � 1lI1MD d14 RBNNN MIN, WINDOW IV S 24/-33 CRITERIA EXTERIOR 80ANG S 24/-31 DR MN. CRITERIA SCsD. MIN. 41 5 23/-29 CRITERIA WO-10 O.A.D. 112 1 S I 2DA/-22.1 BASIC HIND SPEED MPH = 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, E(P.-B. MEAN ROOF HT. - 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cgNWL DATE FLOOR PLAN ALE: 174, . K.F. E� C P-4'� TOP PLATE 0 m BAR DETAIL s 9 DIM. VARIES ARCH DTL. B ecALe. W . 1'-0' -2-8 LOW. DOOR LLV AIR WANDLER ON METAL STAND OR 2.8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION UITH SITE PLAN. -OTHER OPENINGS OETWEEN THE GARAGE AND P961DENM SHALL 15E EQUIPPED WTHI SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THICIQJE88, SOLID OR140MYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MNUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 32780 PH: 407.7746W78 FAX: 407-7744078 www.abdssWigroup,com L AA M: 0003325 , ammo 8UBDIV ea LOT SILVERADO LOT #14 BLK. #12 P1tOJmCT 0 8. —14 2 MODEL' 4EBB "1828—CALI" 3ARAOE aWMQ- LEFT PAGE: FLOOR PLAN 150 MPH EXP. B STATE OF FLOFNDA 0 �;, 5�g AR n1c N372S DAB 10/23/18 scAuw. 1/4"=1'-O" OHM= Al BLDG. W.T.EQ. EQ. 12 1 6 4' MMIZE DAND w COACH Lhw4T EQ. EQ. SHINGLE ROOF DECORATIVE FOAM DRAIN TILES 6' RAISED BAND (TYPJ j 0 f� U mm u OFF RIDGE VENT AREA0FAlTIC 2364 S0. FT. NET FREEVOMATION AREA RIMIF® " 1/3-m REQUIREDVEMllATONARFA = 236413M = 7M VOWFILATION AREA X SO. RIOIB PER FT. 11441 = LIX72 S0. IN. MIN. KOAFEDVENFILATION .SX UX72 IN UPPFA PORi1DN OF ATTIC 5036 SQ IN. f RIDGEVIPIRIADON AREA = Uss6II.PFAVENT D03E /135 ALIOFVENFS REQUNED = 493357 u#0FVENT5PRWIDm - S •ARFAOFATTICISTHI"MR®t OFTNE Hom, IF33TNEO m"a OFWAILTOOM10110F WALL, NOCN1RHANGSINCIMM 0 -e' BRG. HGT. no m►.ET Y77 rmisrrr_zn� -, - v v v FRONT ELEVATION REAR ELEVATION SCALE: V4 . I'-0' TEXTURED FINISH SCALE: 1/4 . I -0' TEXTURED FINISH OFF RONsE VENT OFF RIDGE VENT a v N N ------------------------- LEFT ELEVATION SCALE: V4 • I'-C' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 8'-B' BRG. HGT. 'a 'v it - - - - - - - - - - - - RIGHT ELEVATION SCALE, V4 . I'-0' TEXTURED FINISH V-0, �S -99 BRs. HGT. I 1 I 8 8 I DECO. DTL. A SCALE: 1/2 - F 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWkgroup.00m AA iF: 0003325 BIIIIII ammo aum a t on SILVERADO LOT #14 BLK. #12 Pit0imcTop 8.-141 1 movz : 4EBB I11828-CALIF' GARAGa EWD90: LEFT PAGE: ELEVATION "C" 150 MPH EXP. B AFK*CrEa'f STATE W FLORDA nAA LUC T w► ARNO 98723 so DwTM 10/23/18 ECA=.- 1/4"=1'-0" ElIEm A2C ELECTRICAL LEGEND DESCRIPTION DANDSUITCH 61ATCH Y SUIITCFIR SUATCH m"CN I NJECT "IOBTAT RECEPTACLE (UbvAD-AMA E POLE) UPLEX RECEPTACLE UPLEX If CW"ACLE (EQUIROLNID FAULT AMP, fWAMPER RESISTANT TYPE) DUPLEX OUTLET (HALF OF OUTLET RED TO SWITCH) XTERIOR WATERPROOP)WI CEPTACLE (GROUND FAULT R) 1Dv QUADPLEX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR 0V FEOEPTACLE (4 DARE CTOIv MIOINTED LIGHT 41MG MOUNTED LIGHT LIGHT LIGHT SCONCE FM -DARE FAN WITH Lk4NT (I GFM PER SQ. PTJ SY d1D LICiR FIXTURE Sam EULB LAW FIXTURE S9AE89 BULB LIGHT FIXTURE ' TRACK LIGNTNG TTIC LIGINT WITH PULL GRAN )�{ CABNET LIGHT ® k4' KAkMSCENT LIGHT (RECESSED) m k4' FLUORESCENT LIGHT (SURFACE 'x4' PLUOREBCENT LIGHT (I1ECE88ED) • O IRECIESS LIGHT CEEB Liam (VAPOR PROOF) (LNG MOUNTED LIGHT UTH J-DOX FAN LECOPT, VERIFY TION) D TE KD Box (WALL MOUNTED) m -OOX (CEILNG MOUNTED) (LING MIOUINTED FAN B FAN (I CM PER Sa Ft.) 4 JACK DETECTOR (CELNG MOUNTED) O•E9 HN JACK -4 oft PORT LOCAT04 OF TV JACKS 4 PNIONE OUTLETS 4 FANS TORE VERIFIED • HO•EOUNER PRE -CONSTRUCTION MEETN6, • ALL RECEPTACLE6 N ALL NWDITABLE ROOMS TO EE AMC FAULT PROTECTED PER NEC 2W.12(b) • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND MOT ON KITCHEN CIRCUIT) • DISNAWER DISCONNECT TO USE LOCKOUT N PANEL • BATHROOM EX14N)6T PAN TO HAVE MN CAPACITY OF 90 CPM INTERMITTENT PER TABLE MDOTA OF FDCR bTH EDITION (701), • LAUNDRY ROOM RECEPTACLE SHALL ISE GROUND PAULT ORCUIT-NTERPPTER PROTECTION FOR PLIlBCMEL CN PEEDER6) • WIRING METHOD SHALL BE NON METALLIC CABLE A8 NEC 2014 ARTICLE 300A(DX2) •ALL RECEPTACLE TO BE TAMPER-PWJN87ANT TYPE -ALL 1 AMIOA wAl I W AQI C/'TCP By maul r]PQ MID T6% d' LIGFRNG MIST EE ENERGY EFFICIENT TYPE PER FEL ENERGY GGISERvdTICN (RESIDENTIAL ENERGY B•ACNWY220M. Ih EDITION R/04J OWNER'S Sul PRE-WIRED \ CLG RAN \ ME BUM. #4/ c`. n L' `J PRE-IUIRED CLG FAN CEILING LIVING ROOM R ? I MTD. LIGHT TO BE CLG FAN i NSTALLED, PRE -WIRED (' I `) PROVIDE I J-ESOk FOR C CLG FAN( I OPT. FAN \ jQp n I DINING n I ROOM I 8N-b I I I (E — I —6U7LET / GA6NETN DW I — — — — FOIIE--— ------ I I I \\ GFI I \%\ �A•I•C• I \ \�\ sw IdTC}iEN iii�r ----,LAUN• �� �--- - I Gi GFI ♦ ZABL RANGEcipi / I ii"_ �i•%� sM �" O OR F — /-T - �„,�T 44.—r ' 1��+/1 AFF. r------ L/ BOLLARD AS, REC). / 1 PER NLDG. WALL MOUNTED CODE LhSWT W/SWITCH N ATTIC / / / WI FIELD OUTLET KEYLE66 VEIRIFY FIXTURE TtETER IL LOC. UYRIGATION OUTLET • 46' APA IN GARAGE -------------------------// COACH LK+HT ELECTRICAL PLAN 6CALEN 1/4' . I'-0' —HOOD DARE W/ OUTLET FM AA. FUTURE MICRO V 4.$ / F'RE-WIRED / CLG FAN t E®0�, moo. o© o moo'— 00 0 QOQ moo.: aoav oQr �voo a»o 00 • ErDal�m I©ao ma© Eso 0 mao _ IOEO a©Eo ae�ESEa�� moo ©o 00 -_ Esom mOlO ,., 00 EE7EE0: •• EE7E0L� rE�E� ]MINOR_ - IIIIIIIIIIIII�ID CEO ©o EVEE� • 000 EE7ESEES �a��. �© E7•�-. EE�EE�EEEEEEI �MENOMONIE AID I©= =� Ear a� a 0 o txrao r.. •ice•- _ _ tam u.art aw�a n. a�aa t a8aN1It Yt00ti 65 m,y a•e ssu RV/0 VIDEAL 3V/V 0 1% CUUN 2' CONDUIT OR 8 N 2' s[aaaaa—lCr+ 150 AMP ELECTRICAL RISER (02 DUIT TO TER•INATE ABOVE SOFFIT • OvEIM-WJGJ \ NOT TO SCALE. COENATION SERVICE EO Al" MELECTRIC \ \ '�' GENERAL Name. DISCONNECT 61NTC 4 AND 120040 VOLT PETER IN 1 PHASE POLO e \ A ELECTRICAL MATERIALS AND INSTALLATIONS &WALL NEMA 31t ENCLOSURE PANEL COMPLY WIrI4 ELECTRICAL PROVISIONS OF THE FW= &tW EDITION (20n), LOCAL CODES, AND ALL LOCAL POUER �` COMPANY REQUIREMENT& boA/2P I a ALL CONDUCTORS, SHALL BE TYPE TL- W WUIN UNLESS mm PRE -WIRED NOTED OTNERRUISL'. TELEPWOIE SERVICE CAN" TELEVI•ION CLG RAN ENTRANCE SERVICE ENTRANCE 5 EMIPMRIINT EQUIPMENT i 400M COMPANY TRANSFOPWIER GRADE r TERMINAL AT LOJDINCs TERMINAL AT LOU VOLTAGE CONNECTION PROVIDE E0 AMP, 00440 VOLT, I PHASE SECONDARY ELECTRICAL 611IRVICE. PROVIDE 3 4 COPPER (CU) N 1-1/2" VIA 6CNEMLE SO PVC CONDUIT OR PROVIDE 3 02/0 ALUMNJM (AL) N 2" DIA 6CFIEDULE 60 PVC CONDUIT UNLESS SERVICE 16 PROVIDED MY TW9 ELECTRIC COMPANY, COORDINATE WTH TIE ELEGTRIG COMPANY PRIOR TO DID. 1 a4 OU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISION OF THE FBCR &1W EDrtIQN (201T) W' DIA X 6 PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONOWOOD, FL 92750 !, PN: 407-T748078 FAX: 40T-7744078 www.abdesigngroup.com AA 8: 0003325 aysD:v ae LOT: SILVERADO LOT #14 BLK. #12 PROJWT 04 .0 - 4 2 MOD81a 4EBB "1828-CAL ' GABAOR 8WnfG4 LEFT PAGZ: ELECTRICAL PLAN 150 MPH EXP. B 81 Dw- 10/23/18 OCA=:1/4'=1'-0" srtaaT E1 �2,VrR I\ vet . I i ln- I --I V2'r to. \ l we 1 ,.- LAV I i 2 SHUR In' 2 WASHER /I J KITC 4EN ,. Sw W/ AUTO VENT i:ru r IIRl-i�2+11 ..,h 1I TUB PLUMBING RISER DIAGRAM PLUMBING PLAN I/ TO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 www.abdosoVoup.com L AA M: 0003325 anon. 1a IMM SILVERADO LOT #14 BLK. # 12 PX0"=T#p— 4 2 Moaau 4EBB "1828—CALI" GARA02 8wsx0: LEFT PALM: PLUMBING PLAN 150 MPH EXP. B MINT DA 10/23/18 KCAL 1/4'=1'-0" 8i3z P1 HVAC NOTES 1. ALL ME014ANCAL EOWPMENT &WAL{� BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICNO, PER MAYS. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS 6HALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS 614ALL BE SEALED WITH GLASS PAID < MASTIC. AND INSTALLED AS PER FBC 6TN EDITION (20TT) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL IBI CLASS.1 AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES QHALLNOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET D. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, AH&L BE CONSTRUCTED OF 8MOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TN EDITION (20M) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS 644ALL BE CONSTRUCTED N ACCORDANCE TO FBC 6TN EDITION (20TT) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 67H EDITION (2011) MECHANICAL CODE SECTION 403. 6. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL PIPE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WAIL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO P28ET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MF& RECOMMENDATIONS AND MC 6114 EDITION MOM MECHANICAL CODE SECTION 601. U0. GRILLES AND DIFRJSERS &HALL BE PROVIDED WITH ESALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECFI DBF BOOSTER FAN OR EQUAL. PANTEC14 DW 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® 6UPPLY AIR DIFFUSER RETURN AIR GRILL ® 610E-WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR ow O CEILING EXHAUST FAN CEILING EXHAUST FAN A LIOWT CIA OUTSIDE AIR ® TWERMI06TAT ® PA86-TFNRU AIR GRILL ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE 871RAP TO CON-. R ATTIC W/ (2)-3/16'X2' TAPCONB WIT SIMPSON WS ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM T 4 AIR RETURN 4' CONCRETE BLAB SECURE STRAP TO UNIT W/ ffi)d 1/4' 8117. MTL. SCREWS, (2) SUCTION AND LIQUID AIR SUPPLY 4 REFRIGERANT LINES CONDENSER UNIT AIR PIANDLER 4 CONNECTION TO PAD EXTERIOR WALL 4 3/4' PVC CONDENSATE DRAM LINE NOTE, MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY 4 PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER MCR 6TH EDITION (20T1) MECHANICAL BLDG. CODE SECTION 3011A HVAC DRAINS ll:o::: 80ORIATED NICKEL BRONZE PL. PL. � FN. FLOOR OR WALL IN COUNTERSK CA. PLUG � r SEE SPEC. --�PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED UUADE 6240-K JOSAM 56000 INSIDE SERIES NICKEL BRA86 TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYY . PIK GRADE OR PAVING I,-6'X6' cow - FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN SCALE, 1/4 G 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.PE. ELEVATION. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesWkgroup.com AA 8: 0003325 amm, xtnm v a LOT. SILVERADO LOT #14 BLK. #12 PUROJOCT 04 - 4121 WDDXI. 4EBB "1828-CALM" OA2tAoa awn?O: LEFT 1PAGIM MECHANICAL PLAN 150 MPH EXP. B ROL&W A AB0004AM L AR NO 96723 i a � 10/23/18 scAum 1/4'=i'-0" am== M1 2X4 TOP PLATE PLAN IV PRE -PAS 11GII68 14. CLG BOARD 7 V2' DRYWALL 2X4 WOOD STUDS e24. OC. NVlt: aluV.7 In PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHEN SPACED NOT MOIRE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON- BRG. pl SCALE. 3/4'-I'-0' PIIBERGLA66 6HNGLE6 OVER 030 PELT PAPER OR 6VWT1 ETIC PRODUCT, INSTALLED PER SECTION RWSJ.1 ON l' ObB. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER 604EDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT IR' THICK, 2 COAT PORTLAND-1-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-C' FIN. FLPL L 1'-0' TYR OA 0/8, GYPSIEI 8 OR 67, HIGH STRENGTH CLG BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM . SOLID GROUT W/ (I)- S (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2A PIPE THROUGH BOND BEAM p1 8CALE:3/4'-I'-C' SEE ENERGY CODE PO" NSULATION R-VALUES REFERENCE STRUCTURAL M---�4,PIER ELEVATION R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE 6TRUGTURAL W P.T. FURRING-� 6TOP6 • 24' O.C. 6' cm V2' GYP. W-. BD.---------- WOOD BAD •a 4: W/ WINDOW OPENING FIBERGLASS 614MGLE6 OVER W FELT PAPER OR 6114THETIC PRODUCT, INSTALLED PER SECTION Rwb.13 ON i' 0015, SHEATHING OR;' CDX PLYWOOD 6ECIIRED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG 1Rl1SS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FN. FLR B TYP. WALL SECTION OPNNOTE: PER SECTION 505.1.1 - FOR ROOF O4 1-STORY HIP BLOCK WALL (2)LAYI ERUNDERLAYMENT SYSTEM SCALE, 3/4'0-0' IS REQUIRED. FOR ROOF SLOPES OF 402 OR GRATER, (U LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 mol . APIMM .v(ST r I tt P`G NaN Io-er �K oDom p~j »' rP:III. �a PAGM4V To MWO JAM P W "v arm ovIIIIMaAo Gaon laa wlturwLL tw4cX of olum sr w . MACK TO lboam IV pwloot CT AFFl11104AL Aa 2B GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS y'I+ p1 SCALE: 11/2'•I'-0' FIBERGLASS SHhdGLES 2x BLOCKMG 15ETMEN TRESSES OVER -30 FELT PAPER OR PER GTRUCTURAL DETAILS SYNTHETIC PRODUCT, INSTALLED PER SECTION FIBERGLASS 6HNGLE6 R908.LI ON J' 0.62L OVER 030 FELT PAPER OR SHEATHING OR I' CDX SYNTHETIC PRODUCT, PLYWOOD SECURED PER METALLED PER SECTION FASTENER SCHEDULE R9b.0 ON J' O.S.B. STIFPBACK AT ALL UPRIGHTS 6HEATHNG OR I' COX PER STRUCTURAL DETAILS PLYWOOD SECURED PER m I•-®' FASTENER SCHEDULE TYp. PRE-ENG IIC. TRUSS TYP. MTL. DRIP EDGE MTL. DRIP EDGE ON. O.H. 2x FASCIA PER PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS COW. 2x RAT RUN SECURED PER VENTEWSOFFIT STRUCTURAL DETAILS VENTED SOFFIT PRE-ENG. GABLE TRUSS GEE ENERGY CODE FORMS FOR PRE-ENG GABLE TRUSS INSULATION R-VALUES WEEP SCREED i, PER ELEVATION - WEEP SCREED 2x P.T. SECURED PER S/V GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER STRUCTURAL DETAILS HKoH STRENGTH CLG. BOARD STRUCTURAL DETAILS R-4.1 INSULATION 1/2' THICK 2 COAT WINDOIU ATTACHMENT AS PER PORTLAND CEMENT MAMPACnIPIES 6PECIFICATIONB PLASTER APPLIED REFERENCE DIRECTLY TO MASONRY STRUCTURAL Ix2 P.T. PURRING STRIPS a 24' OG. V2' THICK, 2 COAT I/!' GYP. W.. BD. PORTLAND CEMENT WOOD DARE 'CMU PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FM. FLR 0'-0' FIN. FLR 6' Cm a e. • "a 4. n W/ WINDOW OPENING TYP. WALL SECTION NO OPENING 5 1-STORY GABLE BLOCK WALL .� SCALE, 3/4'.P-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.-bde-lgngroup.com AA 8: 0003325 I� aLJSDIV. dt IAT. SILVERADO LOT #14 BLK. #12 ]PROJECT 4128.00 -14121 MODZU 4EBB "1828-CALI" OARAOR OWDTO: LEFT PAGZ: DETAILS 150 MPH EXP. B pvmwT 'q DATM 10/23/18 &CAM- 1/4"=l'-O" REIltmw D1 MN ® Lmcm 2*4 ON-V FLAT TO SLK w CUT NAM. Wh bARAQ! DOOR allot uv (&) ® J6"' A -DOLT& 4' MM. up W 2W WA&MDR AND NUT SPA= NVOLY PIW R-OOR TO 6ARAOE DOOR MDR N JONT& PRIOR TO FlLL&b. 1-2xb PT ELMX • CINTM OF DOOR HL#DIR WKUUPNI' J-DOLT& ® 4' lMDIDtlM W/ 2W-4 . WAlFlR AND NUT. t7 6k&L BE N A=MANM TO MANFA rd RlR'& N&TALLATION W67111 7104 BMW GARAGE DOOR l BUCK ATTACHMENT \QVIr. -r C•IU T('X4. OR PXV P.T. NAILER Ix4 P.T. OR %'X4•MIN.SECURE THRU FRAME 4 EXTEND IA' INTO BLOCKW/ W TAPCON6 (MIN. SHANK 61ZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 144 WITHIN 6' OF EACH END 4 W O.G. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAYS TO BLOCK +3/4 OR +5/4 A A + 0 + 4 E, KTA. 2X4, SECURE TO BLOCK W/ Ii(.' TAPCONS OR (MIN. &HANK SIZE Job MIN. HEAD SIZE JIM MIN. EMBEDMENT I Yi) WITHIN 6' OF EACH END 4 18' Or- MAX SPACING. 2Xb,m SEC RE TO IsLocx W/2- ' TAPCON5(MM. e8AW SIZE 145 MIN. HEAD sinD D0 MIN. EMBEDMENT I Yi) WITHIN V OF EACH END 4 &• CMU 18' O.C. MAX 6PACING. Yj• DRYWALL 2X6,® 1'X4' OR MCI' P.T. NAILER SECURE TO BLOCK W/2-%. CON CASING TAPCONS IMIN. &HARK 612E .HS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 J TTAC 4 TO 2X PER WITHIN 6' OF EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +1-1 @ A TO BLACK +1-1 2" 2X4m SECURE TO BLOCK LLV TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEA�STO BLOCK W/2-V NON-STRUCTURAL V.- TAPCON MIN1 (MIN. SHAW SIZE J45 T IBEDMENT INTO BLOCK MIN. FEAD SIZE 300 ' emu MIN. EMBEDMENT 1Y4) R 'DRYWALL WITHIN V OF EACH END 4 16' O.C. MAX SPACING.�r4lX4' OR MQ' P.T. NAILER 2X6,m SECURETO BLOCK W/2-j(►' 7(.' 0 a X 4 MIN (MIN. SHANK SIZE .14b DOOR CASING MIN. HEAD SIZE 300 ppOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER W! WIN b' OF EACH END 4 MANUFACTURES DETAILS. I& Or- MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +1-1b 1¢' C E,,Tb. 2X4= SECURE TO BLOCK W/' TA100" (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X 16' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WVJ-%' NON-STRUCTURAL 86' TAPCONS TAPCON MIN. I Yi (MIN. SHANK SIZE Job EMBEDMENT INTO 15LOCK MIN. 1 EAD SIZE 300 MIN. EMBEDMENT I A') 6, Cry WITHIN V OF EACH END 4 Ji DRYWALL b' Or -MAX SPACING I'X4' OR 1'X2' P.T. NAILER 2XBm SECURE TO BLOCK WR•i(r' CASING TAPCONS (I.1IN. SHANK SIZE .14b MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MINR, EMBEDMENT 1 Y4) TTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A'J DOOR JAMB TO BLACK +2 4' �D EOM TO IiIDCK +2 1 4" 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE .1415 MIN, 1 EAD SIZE 300 MIN, EMBEDMENT 149 WITHIN 6' OP EACH END 4 P1O�, STRUCTURAL iX WG O.G. MAX SPACIN MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH BLOCK W/2.4J(r'TAPCCN NON-STRUCTURAL V TTAAPCCNCURE 6 MIN. 144' (MIN. SHANK SIZE .14b EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 C.MN MIN. EMBEDMENT I Y4) • DRIVALL *'Or- MAX SPACING. 2XScw WITHIN 6' OF EACH ENDirmANUFAC 'X4. OR I74' P.T. NAILER BLOCK Uv! TAPCONSETO DOOR' (MIN. SHANK SIZE Job MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi)DOOR JAMB OR WINDOW WITHIN B' OF EACH ENDATTACH TO 2X PER IV O.C. MAX SPACING. TURES DETAILS. ,�.. YM Y NEEDED TO,KYf.�fbO NOf O�RI DOOR JAMB TO BLACK +3" E E, NTs. 2X4m SECURE TO BLOCK W V TAPCOWS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 16" O.G. MAX &PACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-1)ir' NON-STRUCTURAL V TAPCONS(MN. SHANK SIZE TAPCON MIN. 1-Y4- 145 EMBEDMENT INTO BLOCK MIN. FEAR SIZE 300 MIN. EMBEDMENT I Y4) &' OF EACH END 4 6. CM MAX SPACING. x, DRYWALL X18' 2XS.m Iw' OR IW' P.T. NAILER SECURE TO BLOCK Un-%' 2ND 2X SECURE TO TAPCONS(MM. SHANK 61ZE STRUCTURAL MEMBER .Wa WV(2)12d WITHIN B' OP EACH MIN. FEND SIZE 900 END 4 6' TO 6' O.C. MAX MIN. EMBEDMENT 149 001! CASING WITHIN B' OF EACH END 4 DOOR JAMB OR WINDOW UM' O.C. MAX SPACING. TTAC44 TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED A ) DOOR JAMB TO BLOCK +3" F 2X4= SECURE TO BLOCK WA' TAPC4N6(MMW SHANK SIZE 145 MIN. 1 EAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN V OF EACH END 4 MUST BE ON OUTSIDE 4 16. Or- MAX SPACING. SECURED THROUGH 2X6� NON-STRUCTURAL SECURE TO BLOCK WI-1/4' TAFY.GN MIN. I-Y4 TAPCONS(MM. SHANK SIZE EMBEDMENT INTO &LOCK, 145 MM. DEAD SIZE 300 6' CMU MIN. Y4) EMBEDMENT I • DRTUWLL WITHIN V OF EACH END 4 16' O.G. MAX SPACING. PX4' OR I'X2' P.T. NAILER 2X&m ❑ SECURE TO BLOCK WI-1/4' ' 0.68. X 4' MIN. TAPCONS (MIN. &HANK SIZE .14b DOOR CASING MR HEAD SIZE 300 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 ATTACH TO 2X PER 16. Or- MAX SPACING. MANUFACTURES DETAILS. N014• YN®p V R.WD,W =NM 040 MW DOOR JAMB TO BLOCK +3-7/16" G" O TO +3-7 KTA. 2X4= SECURE TO BLOCK W44' TAPCCNS (MIN. SHANK SIZE J0 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4')�, WITHIN 6' OF EACH END 4 STRUCTURAL 2X Or- MAX &PACING. MUST BE ON OUTSIDE 4 2X>(6,m SECURED THROUGH SECURE TO BLOCK UYI-I/4' NON-STRUCTURAL Av' T TAPCCN MIN. i-Y4 rN- SWANK 812E .145 (MIN. HA BLOCK EMBEDMENT INTO MIN. HEAD SIZE 300 MIN. EM' NEDYENT I Y4) WITHIN 6' OF EACH END 4 V DRYWALL US' OZ. MAX SPACING ❑ 1'X4' OR 150' P.T. NAILER 2X6s>o SECURE TO BLOCK W/1•114' ' P.T. X 4' MIN. TAPGONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER IV OL. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3 3/4' H BTOB +334' EtXPOI DIV. Aa LATT SILVERADO LOT #14 BLK. #12 MMI PR JQTO 4 2 moDZU 4EBB "1828-CALL" GARA43s 8WIN43: LEFT ?AGLC: DETAILS 150 MPH EXP. B '13TATEOF GTM'tlDA mnABOUtCHACR L AR NO 06723 Dw 10/23/18 scAim 1/4"=l'-0" s*NEW D2 PRODUCT APPROVAL LISTING - - - - 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 FL 17232.4 FL 17232.3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TIES 2017 FBCR 12/31/2018 FL 12019.1 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 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 1 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/20M FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 567&14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR IV31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 152795 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2018 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13 2020 FL 10477.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2018 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 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006.4 Ko SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 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 WW W.FLORIDABUILDING.ORG CONTROL DATE: 10/04/2018 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.ebdesiigroup.mm AA #: 0003325 , y 04 0 8 a 4 d 3 ousDiv. a LOT: SILVERADO LOT #14 BLK. #12 PROJWT 4128.00 - 4 21 MODaIJ 4EBB "1828—CALL" GARAGE &WDfG' LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B ARCF nwr STATE OF FLORDA OC 55 � �$ AND A ABOUCHACRA AR NO 93723 , awe 10/23/18 wcA* a 1/4"=1'-0" EPEERM D3 PRBROIOIED CONTROL JOINT� PLAINS! Cle CONTROL JOINro Td M WINED TWO TO LATH • S' Ca MAX (VM.A NOTE, DO NOT PASTEN CONTROL JOINT TO WALL EVEN IF 67M EXISTS BEYOND EXCEPT STAPLES WV SECIJREMAY CON CONTROL �TO TEA JOINT . DURING INSTALLATION —\ PAeTENERS TO BE TALL • T' OAS. M)NX VERTY k TA a 14 COAT CNMENr \ r WPM LAYER h, FORTPMM / BUILDING PAPER APPROVED METAL LATH PAA6 l'' (VBRTJ OD. MAX T SUPPORTS WR6 LAYER R STUCCO WRAP aA' OD SNEATHNG \ aXr�rnL LATH &GALL NOT RS CONTML0116 .• Tor •• ro •• THROUGH CONTROL. \ JOINTS OUT BLIALL BE STOPPED AND TWO AT EACH SIDE. ASTM clm6a FgOWDE 2X4 OLOMNS T� PLACED PLAT MAX. 6' TO 6' \ Nam, FROM CONTROL JOINT WIEN CONTROL JOINT PALLS ON STRUCTURAL SAID AVINNI M POR L.ITN To m NAILS c`R i STAPLES IN COMPLIANCE UV ASTM C.W63 2. UM TES TO M (NO. IS) OA0476' UIII! S. BLOCKING &NOUN MAY M IN ADDITIOy To WALL STRD& lammi@D Ism PLAN / OISD LPIWARD•P.A 'j-4 /';�N I FCW pal n.A Lc�•in. O simm" momm— - ow mom OVIRAP V. IIXIBO la. smL m WA' Oftt§WJUbR:ALLT PARIBX P =MAX OL POND ►evm 0 n. A 1 OSAM • n. R PLLD AM • ® L ta.o NYIYO . n. A 2. cleAr•let. a ae�•n.e 4 POND n. CONR n. llicHIS .noT�TOM RAN1R11TO 1 RE Tt't r 0 IttORp7 "'N61 WATER raw thin MOLD, M EEL art. LATER'L :O NGPORAME MLY) NOIEL APPROVED BU LDNS WRAP SMALL BE LAPPED A MINIMUM OF 4'G4' SELF-ADNER616 MEMBRANE L 6' • VERTI(AL LAPS (ROLL PLASNNS (OQIGATBLE WW HOUSE 7\ VOW 4 6' is HOItlZONUL LAPS HEAP MATERIA) OVER ALL SEAMAN NEED TO 0E TAPED LATH VERTICAL LAP TORS 1' APPROVED HOLBE ~. .. WITH POWSM SNEAINNS TAPE PLA&NNG TO EXTEND ONTO PIPE I %; / \ 1' OR LESS PIPE / \ PENETRATION rma LAP. PETAL LA.TN \\ �C X X X ' X X x�_— — — CUT AND OVERLAP ONE 60E cP / METAL LATH I PS�NAIDDFIRSIG ne'1BRnNE STEP hJ Wle LAYER 1 I' TFNCK a COAT CEMENT STUCCO WRAP I PLASTER Y FETAL LATH u RB LAYER tl, FORTPIOBR / ( W M LATER a, PORTPMM �BWLDNS PAPER OUILDMS PAPER WM LAYER it STUCCO WOOD 6NEATHN6 INSTALL P"UMM (CLIPS, 1 STRAPS, 6TAPLAS)AS, REOWRED TO aEcm PPE/ WI@ TO RWMTNS r -A LAIN LN, • AP ALL LM 2 SCALE, rI bY•1'-O' ® KICKOUT DETAIL Is on TOP A FAM ~ OT)N.� I\ p\\\VI RAm N! aLe LAW aRlHaole M W.L PLA6AllR 0111TAII HMAb61s XRIB �`,6L VAIM low 0" (NBC an ad=e mm . FALL Nnpuw pY NOTSI 6DE LAPS OP METAL PLASTER BASES SMALL BE SECURED TO MRAMM THEY a+AL"JOB TWO BETWEEN sum -owe WIN *A4A-6A (D1-MM) UBE AT INTERVALS NOT MOTE THAN V (22%4'IMA A& PER AS1M 00111,111 IA1. PON REPAIR OP TEAM N URB LAYERS, TEARS MAY M PATCLIED WAIOLLSE ~ TAPE PER MA". SPED. OR POOL 4 STICK YIOOD 8TID8 SFlATNINdr BUILDN6 PAPER r MN LAP eTueeo HORIZONTAL J} YLM ••! LATH & PAPER DETAIL WOOD SHEATHING OR CM WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 GOAT CEMENT PLASTER (CM) METAL LATH (FRAME ONLY) LAP WRB 1 TAPE OVER ROOFNJALL SCREED 8'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) \� GAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT / ROOF PER ELEVATIONS O"L" FLASHING N.T,S. 1. STEP 02 6*,*' &ELP-ADFBRNS MEMBRANE PLMWM (COINPATBLE WU HOUSE WRAP MATERWU OVER AW SELF-ADWMVM ME•EIRATE R.AGNIM OVER APPROVED HOUSE WMP. PLASHNS To EXTEND ONTO PIPE WIND LAYER 9, POMPOM EWtDSb PAPER METAL LATH 6So6' SIP-ADLERNG MQ'lRAB X' CONT. HEAD OP SEALANT INSTALL APPROVED HOUMWPAP ASR MS.TRATION HARRBR Ov" SNEAT14M ELASTOM BRIC COATING OVER STUCCO) CV. PNNN (SEE TYP WALL SECTION) SECT ION PER SECT ON ltTal7 ENIdP(IRSEB Rtl OIRRIRRC Exterior use of ponland oemam plaster shall comply with the appkabon rsquiremente of ASTM C 921l Installation of exterior kftg and l ig shell comply with ASTM C,063.,2A TAIL (F LEGEND ri OF DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORT IF 15ER - - - M - M 5UILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R"1031.1 / ASTM C-54-1-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX:407.774.4078 www.abdealgngroup.com AA N: 0003325 a b �R.. x 0 N sLTmm at 1,01i SILVERADO LOT #14 BLK. #12 PROJ=T 04128.001-14121 moaaLA 4EBB "1828-CALI" CARAIOL sMUM: LEFT PALM* WALL ASSEMBLY DETAILS WALE OF FLQFQA CT A �, 01 A- AFJouoH CM ISs AR NO 9870 rpaAmT 10/23/18 8CALM 1/4"=1'-0" 8*EC= WA1 BACKER ROD BACKER ROD UNIS LAYER M, BmYrr3 aIR,AP INSTALL 6' SELF-AD4 ERNS MEMBRANE FLAOWNG OVER TOP, SIDES) AND BOTTOM PLANGE6 OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE, L BOTTOM. 2. SIDES-3- TOP VENT CAP 16 TO BE SET N NO OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-I BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIOHB APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL 61DES, Yi CAULKING 0 JOINT PER SECTION Rn&? Exleft NW�End�� Exterior use of portiand cement plaster shall comply with the application requirements of ASTM C 928&12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK 3 COAT CEMENT PLASTER METAL LATH Upe LAYER 12, FORTIFIBER EUJILDING PAPER WOOD SHEATHING 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 METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2B LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 1 SIDES 6 B DRYER VENTDRYER VENT(BLOCK) BUILDING PAPER OVER 'QUICK FLASH' F- PIPE THROUGH WALL 1 6' SELF ADHESIVE- FLA6NNG (INSTALL PER MANUP. SPECSJ EUJILDNG PAPER — LNDBR 'CUICK FLASH' A VENT PENETRATION SCALE. N.T.S. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM C'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-2 OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC UlOOD SHEATHING WPM LAYER M, STUCCO WRAP UM LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD 6T161CfUfAL t IN = * 1. O.C. MAX 16' TO Ji' Mb-sYLL �� 6' WIDE STRIP eELP ADHCSNE PL46HNG, CLEAN MA6CNRf BEFORE APPLYING V FINISH • MASO► Wr ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK 6' WRIS LAYER 61, +- STUCCO WRAP CUT "A, INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF-ADHER INCi MEMBRANE FLASHNG OVER BOX AND OVER APPROVEDU05 LAYER STEP 01 STEF #2 IURB, LAYER M, STUCCO WRAP STEP #3 APPLY 60' MN GRADE GRADE 'DFELT OVER SELF -ADHERING FLASHINCs OVER APROVED HOUSEWRAP ®Ws MEMBRANE FLASWWS R t WRB LAYER e2, FORTIFIBER BUILOING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (6EE TYPICAL WALL SECTION) ti METAL LATH STEM' IS STEP #(o OELECTRICAL RECEPTACLE d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 F aADO 14 #12 -14121 BCALL" ww LEFT PACE: WALL ASSEMBLY DETAILS .-S"�' " - 1 _ - R 10/23e 1/4"=1'-0" A2 DRAINAGE PLANE (WRB LAYER 101, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - - 2� CORNER BEAD (FASTENER ! SPACING s l' O.C.) CHICK, 3 COAT CEMENT 45TER APPLIED �CTLY TO MASONRY 1/ � R�CORNER BEAD � BLOCK TL 1441 N. RONALD REAOAN BWD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003.2, summ & IATt SILVERADO LOT #14 BLK. #12 ]pnoa OT# 04128.002-14121 MOD=Is 4EBB "1828-CALI" GARAOZ *WlXQt LEFT PAOlh WALL ASSEMBLY DETAILS rs RENT w 10/23/18 ALM 1/4"=V-0" iISST WA3 LEGEND DRAINAGE PLANE (U)RS LAYER 01, STUCCO WRAP) WRS LAYER 02 (FORTIFIBER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING WA%MPM6*TNE �\ DAMM /�� GOING, n rx�Ns L / \ ADV�O I aeW FLM RAlMN6GELP-ADMERM3 IVAHMTNE OTAIRTER & BAI!!1!R R W01&TIVE WIP SAPM\�\ V 890-ADNERM &XV JW x 61- / UiSoo`lit" fi MAElIm 1 i'•. • ;AL OAF- UMCAILKM / at APMWV[D/EALAW SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407.774-6078 FAX:407-774.4078 www.ebdesVVoup.com AA N: 0003325 F-summ as LOT: SILVERADO LOT #14 BLK #12 PRDJWT# 0 2. 02-411 uoaar� 4EBB "1828-CALI" GAVAGa NVnNG: LEFT PAGa: WALL ASSEMBLY DETAILS 11 D TM 10/23/iB sCAm 1/4"=1'-0" spEow kk WA4 2x6 SUB-BANb W/I'x4' NOTCH A END, WRAPPED IN PEEL 4 STICK DRIP EDGE P` 1� 1/8' TEXTURED I FINISH • WOOD I �� 1/2' TEXTURED j FINISH R CMU / METAL FASCIA \� WRAP As' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ ®ELEVATION ®PLAN A VS' TEXTURED PINISN • WOOD, _ IR' TEXTURED PINION • CMU x . METAL LATH x x xqi x x x x x METAL PASCW WRAP UAD D SFEATWING x x x x x x :• :Y:: on cm U RS LAYER h, x x x x x x I STUCCO WiAP(PRAME ONLY) x x x x x x x x x x x x — UPS LAYER 42, FORTIFISER x x x x x x x x x x x x x BUILDBJG PAPER (PRATE ONLY) x x x x x x x x x x x x x FRAME OR CMU 2x6 dro eANo ROOFING CEMENT x x x x x x x x x x x x x x % x x x x x x FELT FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE METAL KKac out x x x x x xxxxx x x x (REFERENCE POINT PLAN 8 ONLY. FOR WALL OFF xw SET OF COMPONENTS) t---ROOF KICK OUT REMOVED \ \ FOR CLARITY TROOF DECK (BEYOND) _>4, DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) '-1/8' TEXTURED FINISH A / WOOD, 1/2' TEXTURED FINISH ® CMU 2x6 SUB -BAND W/i'x4' NOTCH E END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' 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'-0' SCABBED TO TRUSS W/12d NAILS 6'-S' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH B END METAL 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 x x x x x x x x x x x x I 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 fL x x x x x _ . -.. .. .. .. . _ ::.. .. SUB BAND DETAIL 0 WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK ROOF CEMENT R 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/%'x4' NOTCH ee END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 wwwsbdoaWrtgroup.c m AA 8: 0003325 L4 IQ Ia summ ae LOT: SILVERADO LOT #14 BLK. #12 PROJSCTIp 041 .0 - 412 MODZLA 4EBB "1828-CALL" GAVA08 OWING: LEFT PADS: WALL ASSEMBLY DETAILS: SUB —BAND DA 10/23/18 8CALS: 1/4'=l'-0" sWA6 39'-0" 28'4" 11'-0" 3'-4" W-10" 9'-8" 9'-8" '-4" — 1 — — — — FM•12X72 — — — — — — FM-12X18 _ b 4" CONC. LLI SLAB I W I F-24X24J 0 r "a' 4:312 LL 70 - 101-W .1 EXTEND FM-12X18 1 SLAB 1 12" 1.1 1 I. I Tom— SLAB I I I I •I I �I I LLI I I. 4" PVC CHASE _ TE•1 1. -�r �_ 512 4• 17'-8" 2'-8" 3'-0" 5 I ILL o I I EXTEND 1 I 2 SLAB 1 12" 1.1 I 4"CONC10 W0- III 3 12 12 LLftFM-1 017 J 1 12X78 MC-FM12X F MC-1X8 F M-12X18 J 4 4 2'-8" 18'-0" 2'-8" X-10" 10'-2' 21'4" 4'-4" 14'-0" 39'A" 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 + V-V. 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 WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT, 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. S. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOVWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10, SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11. MNDICATED #5 BAR, 811DICATES A BAR, ODICATES #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 (p5 = 30", #6.381, 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 XVS AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS 0) 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 C478 GROUT (3W0 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED T-0" O/C MAX. SEE PLAN FOR VWvM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. I REMARKS Bxe W1.4xW1.4OVER GENERAL 3 12' a MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK I WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TE-1 8" SEE PLAN 10' - s FM-12x12 12" CONTINUOUS 12, (2) Nis FM-12x18 12, CONTINUOUS 18" 2 *Fs - + 0'-0" FM-18x18 18' CONTINUOUS 18' - O 5's FMC-12x18 12, CONTINUOUS IT - (2 Ss #51N CURB F-24x24 24" 24" 12' a s (-)p'4" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.ebdes%Mvup.00m A AA #: 0003325 F a LoRADO #14 #12 04128.002-14121 xoDxu 4EBB "1828-CALM GARAGE sWWO: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B DA 10/23/18 >st2Ar.nr 1/4"=1'-0" wins ' S1 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN C420UTED CELL SEE PLAN FOR SIZE AND STEEL REINFORCING INGROUTED CELL SEE PLAN FOR SIZE AND rT- QO d SPACING REQUIREMENTS a r SPACING REQUIREMENTS �••T- v'• . w U_ W J° �j " GARAGE DOOR RECESS ir ...I FM 0' 8" GMU WALL O N W CMU WALL J � CORNER BARS, SAME SIZE AS BAR O. c IN FOUNDATION WITH .'LEG EACH d u! V M .- 0' TOP OF SLAB - �• TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... ! °I SO THAT THE STEEL REINF. IS CONTINUOUS to U) ��'—• \ /-I VARII MATCH AMOUNT OF CONTINUOUS BARS 7�L� "�, CURB FOR MASONRY EXT. PORCH SLAB W/ n 'e.� SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (1-STORY) #3 ,S' . EXT. PORCH SLAB SEE SLAB SCHEDULE TOP OF GARAGE 4" CHAMFER Il. I _ILL ... a. 1 CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE �;0, UNITS SET AT AT ELEV: 1/2" ISOLATION 6" CHAMFER (2-STORY) W/ 1/2" ISgATION • (1-STORY) JOINT (WHERE APPLICABLE) Z #4 SEE SCHEDULE #6 24" 30' JOINT(VMERE APPLICABLE) 6" CHAMFER (25TORV) •! i 4 EE SCHEDULE .." FO WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING S FOR WxD, BAR SIZE #8 38" - FOR MD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS UN PROVIDE THE (EAST AND BAR QUANTITY #7 42" � AND BAR QUANTITY NUMBER OF BARS (1.. 2 TO 3, PROVIDE 2 BARS), UNO ,/�EXTERIOR MONO —FOOTING r��EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE L SCALE:3/4"=1'4r SCALE:3/4"=,'_o•' @ GARAGE , CORNER BARS DETAIL , DOOR OPENING v SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0' w NEW REINF. SAR O a SECURED W/2-PART 2" CAPPED a g EPDXY. M,N. EMBED I GALVANIZED PIPE 3 8", UNO W/FLANGE 0 BASE = p FOLLOW ALL MANF. SPECIFICATIONS FOR 4 N USE AND H M m PREPARATION OF HOLE. Z V SECURE FLANGE TO w J SLAB W/(4) 1/4" X 2 IW TAPCONS .e� 4" CHAMFER (I -STORY) 6" CHAMFER (2-STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 __ c SCALE 34"=i'-0' V SCALE: 3/4"=V-0' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o U IL o `n 8" CMU WALL �Z I•" .: _ _� TOP OF SLAB SEE SLAB SCHEDULE Z 2 'ISOLATED" COLUMN PAD m CENTERED UNDER WALL AND =�...�� POURED MONOLITHICALLY WITH �- - - FOUNDATION AND SLAB SEE SCHEDULE .tom= FOR WxD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO— FOOTING AND COL. PAD .L I O SCALE: 3/4"=V-0" 4 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdes*kgLoup.com AA #: 0003325 sumoxv. se LOT: SILVERADO LOT #14 BLK. #12 PMOJWT*► 04128.002-14121 moos.: 4EBB )'1828—CALL" GARAGE 8WDM: LEFT PAGE: DETAILS 150 MPH EXP. B ARCHMOT: BTATF OF FLORIDA OCT I&M ROLAW AR NO 93723 Dw10/23/18 sCALIM 1/4"=f-0 smM= S1.1A DOWEL PLAN SCALE: 1/4" = 1'-0" •1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdeaWWoupcom AA •: 0003325 , Ul anon; atmDIV, ee MOT: SILVERADO LOT #14 BLK. #12 PR OT - 4 2 Moral., 4EBB "1828-CALI" oAl<Aaa 8WING: LEFT PALM: DOWEL PLAN 150 MPH EXP. B 8CJ%=- 1/4"=1'-0" saasr s1.2 TIE VERTICAL REBAR To HO 70 HORIZONTAL W/ 10" HOOK GROUTED BOND BEAM VARIES PER E. Z d N #5 BARS FEI 8" 3 p CLEAN OUT REQUIRED i -0. FOR INSPECTION K O 0'-U' FIN. FLR. •°.� TIE VERTICAL REBAR b ! . TO HORIZONTAL El .4.: REBAR W/10'HOOK •. BAR SIZE 148 BAR DIA 1 Z #3 IN, g 7 #4 24" U #5 30" CMU UNIT DIMENSIONS Q m ARE NOMINAL 311E3 HORIZONTAUVERTICAL O0%I 3 MASONRY SYMBOLS REINFORCING 0-SCALE: 3/4"=1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgrgmup.com L AA #: 0003325 , A Pi tl 0 O R sulwiv as r oar SILVERADO LOT #14 BLK. #12 pnoJwT 04128.002-14121 HODZI. 4EBB "1828-CALI" GARAOR SWUM: LEFT PAOr: DETAILS 150 MPH EXP. B RDIT Dw 10/23/18 scAm.1/4"=1'-0" axmsr s1.2A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP KTA16 W (9)10d x 1 12' HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL 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. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. S. 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 REVIEW AND APPROVAL. 9. PLACE 20 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILT] X-ZF, POWDER ACCTUATED FASTENER, ZIP 72 P8838, .177" " x 2 7/8" LONG, WITH WASHER Q 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE INDICATES OPENING BELOW I T.O.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL/ T.O.A. =TOP OFARCH /T.O.$ = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION F. (I)H, SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING Bel MASONRY 3000 8x8 (1)15 NIA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U--NTELS SAFELATERAL 8" PRECAST & PRESTRESSED LOADSFOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED LLUNTELS SAFE LOAD - POUNDS PER LINEAR FOOT `IMe``Mi" SAPID AD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH iF/fN 6MOe Ifii• now WJa IFUM TYPE LENGTH Nle RCLLU TYPE LENGTH 41104T oA 04M WMST IPWIT WM1r 92104T W&HEs SPri1T 1PJAT WSW ~ WMa7 NJS _ _ " 49 ani•,1 WM4e frfo•,e ie fe NiFW 1RM4e S%S' M PRECAST 2231 Mar fro ftsr eM7 Tars MM toff Y•S' (421 PREGUIT I= loN time 34' (42'1 PRECAST MM MM far 43M 40 70M MM 4M MM 7w MM an 11M flle MM ales 4M4 am 7Mf sw' (4e7 PRECAST 19ee 2 M aM 4M iM4 NW 4'�Or ('+� PRECAST 760 703 1300 44Y (M') PRECAST IM MM MM MM 1M .M MM 4M MJ 7M7 an ,arM 11M 1M 111e MM far N11 we 118' W49 PRR9;ARrr INS ,eel Mq Mn W/ 4M ew 1M rd On PRECAST 892 W1 1IVS 4%r R49 PRECAST vW Ma MW aM 4n, TEAS f1a 4M an 71N W2 im fMs I7M 2M DW 33M WH M R49 PRECAST 1217 1fa iM 1M MM f,M 4M r-4' le4'1 PRECAST 4,1 N1 748 ear' (N"1 PRECAST im 1716, 7far MMe�{' /8M sOar ssss 76RM Ms 1M MM MM am 4M11M d-10• (7m9 PRECAST t9ef NM aril Ma MM Was sal �� (�) PRECAST 340 839 e10 6140' (707 PRECAST fees Mb 4W $at Ma 4M0 7'M aM M tar MIO s 11W sae 41M Bd ae") PRECAST moe /M it" MM M1 aW 4M M1 �' Ge9 PRECAST e37 72, ND re' (7e', PRECAST M , MM far, IM Mn MM an 1M Mar M i4W IM 7Ms 2m aw War T14r l99') PRECAST 743 Mf f7J MM 9M s fM MM TM (� PRRxi1sT 4N Ro4 Sea Td Wp) PRECAST >n 2W M1 17M far am sari Mt7 w2 m gar 1M4 far MM 71W aM I.4' n+2i PRECAST eN M 111e fat MM MM Mr 1M a< ntr) PRECAST 333 eu 230 mV' (119� PRECAST' ar, 7M , , *W >e ute arM aK afar M Ml Mar ,M >a MM lad (iW) PRECAST ,pe M M MT MM Wn flan Mar 1" (,gn PRECAST 2N 40t 180 tOV' (128n PREGIBT M sm. M llnj MH on tie NM Mar 41M M M ,tar 147s tm Mar MM /1'd' ntlm'► PRECAST as ear M IM /ear 11M mr 4M NV' (13n PRECAST 280 412 1N 11w n3r) PRECAST P4 ear M ,eW iM I M M ne IM >m sm 4M 4" 4W =R IW Rear 1,W 17T4r n«7 PRECAST S37 sM 7fe4 1M4 1111 MM sear 12W (i44� PRECAST 944 41I2 137 1Td n4rt PRECAST 4a 4M 7M M 11 , ,M w m 1M4 1M4 sae aM fare ste M w Afar , , MM 1" (1e0'7 PRECAST '!1{ 4" 7M tars No 1M 111s MM 134" (teD") PR�,AST 217 331 1,0 134' (1m') PRECAST 4y M W. Ise oar 1 an 4„ = we usyM aw MM 40 40 MO 1tw N1 1 ti 1rd n9n PRECAST 2W 4M M aM IMI "a 2tv MM ,aa (ter) PRECAST 208 203 1,10 Nd neRn PRECAST M far M 7M MI , IMD 4a MIM IM W7 21tr Set4 4a Tf1 Iwj 1Mj 10A 1M tfd n7n PtIt�RREea® RR M MI N1 M M Mt MR 14%r (1791 PIENT� RR 24 In Nd (17"') PRB:� MI far M M M M Wf Mtit M M 1111 ,7M 4M m we +ear aM MIT Wa 14-P nN"► PRtR1RF88® RR M M w art M I9W (tM PRAS'"MM N.R.20 N W-C ner) PR WNMW far M f1f far 4M as Q M Mf , IM 4R 1T0 1of Mar 'Jar MM ,T-4' CLOe9 PRESTRESSED MR M iJ IM M M M 1714• (fOr) PRR NR 1N N 174' Ree'1 PRESTRESSEDof /W far an 4M as Mi 7aIVI 1M M tar so so M 1M1 tart tsar 7s17 19'd' (23m'T PRESTO NJL RR M at far M 1M 11" Mn PIE8lFOM NJ,. 148 N 1" ( ) PRESTIMeB® 1M M M1 M far Oar 447 M1 W m 1M7 M 40 Tar 1aW ffM Mar 4M 2114' Mn PRtl1 NA M 111 M M IM M IM Gd%9 N.R 128 rt 9714' G1ee9 PIS Nt W M M fW sM M m M Me M ,ear far far M M 11N IM fare 27d per) PMS NA M to art Ml 7Y10' GIN') PRASTRFdaw NA 1" 40 23'd Gam) P w MI 1W Ms M M 204M.1 MM M M M far far M 7M wa IM ,M NO (110) PIE61RFB0® N.R. N4" On N.R.91 38 W4r R4E) PR68MMM - at In M MT Me M 4M 4M M i Tp sW sM iM MO M M M 1001 1fs1 (� THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (9) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELDADDED ARE PERCENT REBAR. -ALL VALUES TAIM PR0M %APE LOAD TAKES' SY CAS'TCREM MAY 2015 EDRRION • PRECAST PRODUCTS SY04,ERI870 LECTOR EXONED VALUAS STAT®ABOVE -ALLPRECASTPRODIICMARE TO K813TALLEDPStM NtF%%CTISEBSPEGFICIITKM :PRECAST 110011AMCOF BFAReIOPAST EACH SIDEOPINN NDWOPB1m40 PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-0ASTECRETE DIVISION ACCEPTANCE 1: 16-0126.03 --------------- ——m-----------m----------mm---- E 8F16-1T/0MIDB 8F78-1T/0M10B 8F18-1T/0M/0B II 1 1 ,% 1 1 % r) 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 Ir ILL 1 1 1 1 1 1 1 I I 1 1 L—_---J 1 1 1 1 1 1 1 1 � 1 1 1 .04► it 1 1 %, 1 1 %` 1 1 , 1 1 1 1 1 ; 1 1 8F28-1T/ORM 1 1 1 L--------------J_ 1 I 1 1 1 4 1 4* 1 I 1 I 1 � 1 � � I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �1 2 QI 1 �1 'al 1 1 LINO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP 1 OF WALL EL. 8'-W, LINO. 1 1 1 1 1 1 1 1 1 1 1 1 1 8RF14 , ,� 1 1T/OMM3B 1 � 1 1 1 8Fi6-1T/OAA/OB 1 1 -1 TlOM/OB 1 ��T - 1 L— — - — — — — — — a---------J LIFT BEAM PLAN SCALE: 1/4" = 1'-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744S078 FAX: 407-774.4078 www.abdmkpgroup.com AA e: 0003325 IP ltTsDIv. a LOSILVERADO LOT #14 BLK" #12 ROJSCT 04 8.0 -14121 MODSLt 4EBB "1828-CALI" GAaRAGN BWXWG: LEFT PADS: LIFT BEAM PLAN AND NOTES 150 MPH EXP. B #5 CORNER BAR W/30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK ,1 30"TYPICAL BAR IN BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0' NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k8 1. PLACE LINTEL ACROSS TOP OF OPENING. BONO BEAM m 1 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL 8" V 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING \ PLACE STEEL HEIGHT. OF REINFORCING(L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)05 BAR CONTINUOUS AROUND AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#6 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k18" 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM O� / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL 1#5 REINFORCING FOR THE BOTTOM BOND SEAM IS TO BE CONTINUOUS THROUGH THE / TOP OF THE LINTEL 8" bet O 8. UNO COMPOSITE MASONRY BEAM IS 70 BE NOT LESS THAN 18" DEEP. 8x10 DBL BOND BOND BEAM •\Q�� 0 EACH COURSE ' 8x8 BOND BEAM IQ BEAM W/(1)#S :OOFOIPENIN-G OQ�\ W/ (1) 05 BAR -y� BOND BEAM F = FILLED YM ORIXIT ,�r\O U = UNFILLED GROUT SOLID FROM �l\O NOMINAL LINTEL TO TOP OF BOND WIDTH OF #5'S, R E BONDBEAM ��{//// /BERAM COURSE#5 8x8 PRE -CAST CONCRETE NOMINAL _J16-1 T/1 1 Y 1! L.7 LINTEL WN/ (1) #5 BAR (L2) MASONRY HEIGHT # OF A`55, TOP LENGTH OF BAR =WIDTH OF $ BOND BEAM COURSE OPENING-? n BEAM DESIGNATION IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM 8x8 PRE -CAST CONCRETE G SCALE: 3/4"=1'-0' THAT XFXX - IT/1 M108 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL LINTEL, W/OS7EEL(Lt)REFER AND XFXX - 1T/OM/0B INDICATES A SINGLE BOND BEAM TO PLAN FOR LOCATIONS T P OF OPENING PRECAST HEADER(MIN) 2x4 (MIN 2 X 3) 1.3W18 TAPCON OR DRIVE PIN SHANK SIZE.145 MIN HE WINDOW SIZE .300 MIN EMBEDM 1/4") 8" FROM EACH EN 18" O.C. MAX. MIN 1-1/4" EMBEDMENT j .3 1M" 218 (MIN 2 X 3) 2-3H8 TA PRE-CAST ..4 OR DRIVE PIN (MIN SHA WINDOW 5 SIZE MIN HEAD SIZSILL MIN EMBEDMENT 11/4")SLOPE FROM EACH END AND 1 O.C. MAX. MIN 1.114" M EMBEDMENT 2.8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT i SOLID BLOCKING /2X4 1/4") B" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-1/4" MIN. 2-12d PER BLK EA END VC.UWALL EMBEDMENT 7/16" OSB SHEATHING TYPICAL MASONRY WINDOW SILL CONSTRUCTION ARCHWAY FRAMING DETAIL J SCALE: 3IC-l'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdosWigmup.com I, AA #: 0003325 amm Sumiv. ds Lwo SILVERADO LOT #14 BLK. #12 lm n=Ti- 4 121 MODB : 4EBB "1828-CALL" GAPAGN BWXNo: LEFT PAGZ: DETAILS 150 MPH EXP. B DATO 10/23/18 SCALE: 1/4"=1'-0" SHEM S2.1A =u"TIi.ie][Do l *4 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA76 VW (9)10d x 1 1Z HOG NAILS. SMALL JACKS < 9' MAY BE NAILED WW (10)d x 1 1/2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HDG 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 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 LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 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-). 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 (m16" 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 V-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTE$: 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. M1 AVOID PLACING A TRUSS PERPENDICULAR TOASTEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. Cdt CA R CA 1A 1 1-PLY U: -1006 LBS 0: Z104 LBS a1A 1 143L.Y Lk 482 LBS 0:1BQ8 LBS to 3.1 1-PLY U: -162 LBS G: 1673 LBS 1A 1 I -PLY U: -528 LBS G: 1001 LBS 5 9 3 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES WW (2) 16d COMMON NAILS & SECURE TO BM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL g @ 1 It It It u it a 0 1 71 1 it 11 o N Y N II N N 1 18 11 11 MN (Ip�I NN - II N N N N N 11 N N N 11 I G: 06 U:- 47 A140 y — ��sasax = ssaa=ssssasasas.s�ss�= = s�s� a.a =. ..s* =...... PWFABRrA_. �-_._. OCIF 71BI188mew0.C.MAX _.___._._._._.__: ._._._._._. .asyssss—sasasa=s�s8 sasasasassssesa=ss�s A._._._._._._._. ._._._._._._._. =a�sam:�`s22"x54" �_.a_as e..�ss�aaasz=sasaxas ATT sasasss�s_ACCEISS�asssm-asasaeass:saxaa =a= A11 _ a U: -749 LBS D: M LBS A1=9 =asasaa s�s4T _ _ G: 988 LBS_ sas -_ - 1Aa _ A16 _ _ _ _ A16 — — — — Ulm IRS FRAMING PLAN SCALE: 1/4" = 1'-0" CJ1 1-PLY G: 496 LBS U:-145LBS CJ6 1A 3.1 1A 1 I -PLY Lk -346 LBB G: S86 LBS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-1078 www.ebdeslgngroup.com AA N: 0003325 amm aZLTMM dt LA72 SILVERADO LOT #14 BLK. #12 PROMCT 041 8 -14 21 HODzu 4EBB "1828-CALL" OARAaa BWDrG, LEFT PAQr.. FRAMING PLAN 150 MPH Ey. B ROLMD A ABOUCRAM L AR NO 93723_ J r10/23/181/4"=1'-0"3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W11010d TO SHEATHING TRUSS AND (4)1/4" x 2 1/4" FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL A-( i )USP HTA16 TRUSS ANCHOR WITH (9) 10d x i 12" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B-(2) USP HTA18 TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS „ 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WIiAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4". 2 1/4" TAPCONS TO CONT CONTINUOUS BOND BEAM ix2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED Wtl (3)16d GALV. COMMON NAILS. ENGINEERED WOOD 1x2 SECURED WI 10d TRUSSES ® 24" M. GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 12' O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LB3, L710LBS (1 STRAP) - TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR 1a jTYPICAL SCALE:&4"=1'-0 :3:> GIRDER CONNECTORS) (2) 214 N0.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d . EA TRUSSES WHERE TRUSS(DIAG. BRACE TO -BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" TO 30'-0- (1)10 BRACE SEAMS) 30'-1" TO 80'-0 (3) "X' BRACE SECURE 2x8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK VW 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX. RE-ENG GABLE TRUSS SECURE GABLE TO2x8 P.T. PLATE WI 12CN 6' STIFFBACK (ASPER O.C. MAX TRUSS ENG) CONT, 2x4 SECUREDWI (2) 10d'a C EACH TRUSS TO BE INSTALLED 10'-0" Q.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENGD TRUSS SCALE:34"=1'-0' NOTCH DEPTH 1/4-D O EDGE THE USE OF ALTERNATE MATERIALS MAY BE METER L. STUD USED SO LONG AS THEY CONFORM TO THE OUTER 1/3SPANONLYFOLLOWING HOLE EDGE>5/8" jq 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED 30 LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOWIND AND REQUIRE oll THECONNECTIONS 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, Ft, BTM. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSEDTOWINDARE PLATE< 3/5'D... STUD SUBJECT TO F1 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 8CALE:11/2'=1'-0' ALTERNATE MATERIALS 11 SCALE: 3/4"=1'-0' aumly a. = SILVERADO LOT #14 BLK. # 12 11tOJSCT* 4 2— 4121 acoDRIA 4EBB "1828—CALM" OARAGN 8MRN0c LEFT PADS: DETAILS 1m MPH EXP. B DA M 10/23/18 scAI.S:1/4"=1'-0" arm= S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO SAYS W-(r O.C. (AT O PRE-ENG'D NA'bD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) ® 24" O.C. MAX FOR STRAPPING VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLTVB7' WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE To 2xS P.T. PLATE W/ 12d's S' O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED W/ (2)10d's C EACH TRUSS TO BE INSTALLED 0 17-0" O.C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-0" sumry ea w SILVERADO LOT #14 BLK. #12 PROJECT 412 -14121 41 mODz3u 4EBB "1828—CALI" OARAOR 8Wnf0: LEFT PAOZ: DETAILS 150 MPH EXP. B L AR NO 98723 i DAT 10/23/18 OCAZA: 1/4"=1'-0" aMEET S3.1B 1� VTT SPACING (1) AT EACH END 1 2x4 BLOCKING BETWEEN TRUSSES VTT AND W-D" O.C. MAX. (2) 2X4 No.2 SYP DIAL. WHERE X•BRACING IS PRESENT AT BRACE W/ (3) 12d 0 EA 0AT 3HEATHINGSEAMS 4'-0" OXTRUSSMFG. TRUSS(DIAG. BRACE TO COVER 6 TRUSSES) 0'-0" TO 30'-0" (1) "X" BRACE � IIIIII II 11111�1 30'-1" TO 60'-0 (3) "X" BRACE PRE-ENG GABLE TRUS 7"Ijljlj (1) "X" BRACE 0 CENTER 551 (2) "X" BRACE DIVIDED EQUALLY FROM TO END. STIFFBACK AT ALL \ CENTER UPRIGHTS OVER 4'-1 (AS PER TRUSS ENG) Ile \ I OI PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR - l SHEATHING FASTENER SCHEDULE" 4i SEE 7VP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. SIDE VIEW 1x2, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W 10d SUBMIT SHOP DRAWINGS COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12, O/ 12" O/C AND APPROVAL SECURED W/ (2)12de 0 PRE-ENGINEERED MASONRY BOND BEAM EACH TRUSS VALLEY TRUSS CONNECTION SEE SCHEDULE GABLE END PRE—ENG'D TRUSS 2 SCALE: N.T.S. � W/ HIP RETURN SCALE:3�4"=1'-0" 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdosigngroup.com AA 8: 0003325 , �annn SUDDIV ac LoIn SILVERADO LOT #14 BLK- #12 P 41�T — 412 MODZ e: 4EBB "1828—CALM" GAAAGS OWDM: LEFT PAGL: DETAILS %150 MPH EXP. B m10/23/18 /4"=1'-0".1c GABIf-END �� HPROOF iF w ROOF WIND DESIGN PRESSURES NET ASCE 7-1 ZONE 1 (GROSS) = 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: "B' RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DNPFRAGI A FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN, 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT B" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS M 4" O.C. EDGEWISE 214 BLOCKING ALL PANEL JOINTS W IN W OF GABLE END. ROOF/ WALU 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 RING SCREW SHANK (10-20 RINGS PER INCH) 8d SCREW SHANK 2 1/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1684 2. INTERNATIONAL STARE, NAIL STOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHIFATH810 USE 1/2" COX OR 7/16" O.S.B. PLY WITH Sd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS C O.C. TOP & BOTTOM PANEL AND 8d RINGSHANKGUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS C 4" O.C. TOP & BOTTOM EDGES W z9 Y = U J m d O Z a Z (YY7 y W . 6 D EO 3 W Mull TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. enncER OR TRUSS -^_ M.' 11 11 smmmmml 11 ML311111111111 MMMMM III ROOF SHEATHING LAYOUT AND ENDWALL BRACING MR LiABLI END FRAAMI'1D Bd RING SHANK GUN NAILS 6" O.C. IN FIELD' 8d RING SHANK GUN NAILS Q 12" OC. IN FIELD or 8d x 2 iR" SCREW SHANK PNEUMATIC SCREW -NAILS 017 O.WLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL INOTW: ROOF SHEATHING LAYOUT AND ENDWALL BRACING MR LiABLI END FRAAMI'1D Bd RING SHANK GUN NAILS 6" O.C. IN FIELD' 8d RING SHANK GUN NAILS Q 12" OC. IN FIELD or 8d x 2 iR" SCREW SHANK PNEUMATIC SCREW -NAILS 017 O.WLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL INOTW: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33 MAXIMUM AGGREGATE SIZE SHALL BE Y4'. STRUCTURAL DRAWINGS SHALL BE USED I N CONJUNCTION WITH JOB SPECIFICATIONS AND PRODUCE 6%AIR ENTRAINED CONCRETE EXPOSED TO EARTH WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND 31TE DRAWINGS. CONSULT OR WEATHER NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPR ARCHITECTURAL DRAW NGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAW NGS. APPLICABLE BUILDNG CODE STANDARDS: FBCR 2017, 681 EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO EECFWAPERED 3/4'. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb = 1100 PSI AND A MODULUS OF '= FOR STRUCTURAL CONCRETE, ACI AS SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE LI DERALL S ABSONORDUND WARE INDICATED ON ELASTICITY ALL WOOD IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL COLOFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS MEMBERS 011. DRAWINGS. SEAMS LAPPED B INCHES AND SBIL®NTTFI ADN�VETAPE EARED. RE D. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES A SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: 01 SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORM -WORK: 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 MERE A DIFFERENT DETAIL IS SHOWR, 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 FORM4AORK. 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 NAILI NO PER FBCR 2017, Sth 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 N STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP A7. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 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 ORTIE-DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED INAGCORDANCE WTH THE AG WOOD TRUSHES; 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 T-O' OC, EACH WAY. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLABCN-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. STRESS•GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND A. TRUSS DESI 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 PLATES SHALL BE A MINIMUM THICKNESS OF 0.036' AND BE MANUFACTURED FROM STEEL TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. REBAR SHALL BE ASTM A615 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOTCIPPED GALVANIZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WTH TPI-14, "DESIGN NATIONAL FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP S K BAR NO. UNSCHEDULED FIELD LAPS ARE STANDARDS FOR METAL.PLATECONNECTED*OOD TRUSS CONSTRUCTION:, AND 'TPIAATCA SCSI 1" LNE LOAD FLOOR: LIVE LOAD 40 pef SUBJECT TO ENGINEER'S REVIEW. COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATE-CONNECTEDROOF: 20 psf TOP CHORD noncan rit TYP, MIN LAPS SHALL BE AS FOLLOWS: $4 BAR - 26' Y8 BAR - 36 WOOD TRUSSES. 10 pef STM CHORD non- wrrant 85 BAR - SO' M7 BAR - 42" PROVIDE 38'v 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCA71 REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1.1982. NCE 15 pd TOP CHORD 20 AV TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 paf 4 ASPHALT SHINGLES) (10 Psf w/ No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 Ad BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST W ND UPLIFT: 1 DPW WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LCAO 60 a TRUSSESGIRDERS TO COLUMNS AND WALLS FOR APPROVAL. WIND DEAD LOAD SPEED --IN MPH 3-SECOND GUST (ASCE 7.10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WLL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATIM SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pat, 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. THE 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 ENGINEER'S REQUIREMENTS SHALL BE RECGMPACTEDAND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,5DO 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, NTH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PPoORTO CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED S H-PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS STALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL 1T IS DEPOSITED IN ITS FINAL POSTDN SHALL NOT SIDES)) 90 MUTES. IF FOR ANY REASON TWRE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERSREPRESBITATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REDIR $H ALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLYEFOSED TO EARTH IFOUIMTIONSJ B FOR CONCRETE EXPOSED TO EARTH ANWOR WEATHER 1-1/? FOR 05 AND SM4ALLE2 Y FOR 06 AND LARGER C FOR CONCRETE NOT EXPOSED TO WEATHER 3/4' FOR SLABS, WALLS AND JOISTS 1.1f2' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOLA'EL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOFS FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FORBEARING DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL 00 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS) HEADER ENGINEERING, ANY DISCREPANCIES FROM THESE LAYOUTS THAT WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PUN SHOWING COMPONENT LAYOUT. SWOP DRAWINGS SHALL BE SIGNEDAND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE Pm = 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS ALL TRUSS TO TRUSS CONNECTIONS. SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 101. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG 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 ANDIOR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL THE. MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, STH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL SE ASTM A36, Fy = 36 ImI FOR ANGLES, PLATES, AND WSRAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE 0, Fy = 46 ksi, STRUCTURAL PIPE SHALL BE ASTMS3, GRADE B, TYPE E ORS, Py = 35 W. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SWOP. 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 BE TIGHTENED IN ACCORDANCE WITH THE TURNOFF-TFE-NJT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL, JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATION 313E 1. SPACING REMxANS APPI/GTIp1 3RE TYPE 9FMONG REMAR6 f#PT NRRINO iO CAaE Hxla-EDC01L a-OC GNRN3E_Ell21 MASONRY/GONG. NAIL I IITLONG. TO MA90NRYIOGNC SEE DETAIL SEE DETg4 SEE DETAIL SEE DETIA _,AL. IXTDOORa 1. PT, 8EE.TEa 014E IMNDFNED LdL NAIL 11-0140 B-O.0 STAGGER® wINDDW/DOgl FY.4T@Im INTO MAH1N-ow GARN3E WOR Bl1G( To-- SEE DETAIL SEE OE- SEE OETNL SEE OETAA - _EHNROENE _ a.- wWmWvwoR/FAarENED METAL 8-TO CONTACT THIS ENGINEER FOR SPACING 1. PT -NOTE. ML1 I-. a-ERED REQUIREMENTS EM dVM0000N Q)3n6'DA 'TAPOCN' 1112"EMB®,C@Ll. NgJ-BENiINGYAXJO 1R• ExP '- C MSED.PENO BUCK 2k PT,EffNOTEa 40WA91Ei HASTIER 18'OC GIST.,11#-EDOEdSF TOCONC. a- W/WASHHt BOLT 3< OG -T. 3'EOG - 2z1WWDOWEUCx 0138'PW,Fx21R' a.- 4- END. DIST.,If? PT T09TEEL COL..SEE w/WASHER STAGGERED EWE - NOTES 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND /OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI XZF 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 DETAXEDABOVE 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. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 wwwsbdo Mslgrlpmu : 00 2up.dom AA p% V M may.. O yO G oLgmly. It LILT: SILVERADO LOT #14 BLK. #12 PEROJEIDCTN 04128.002-14121 HODZIU 4EBB 111828-CALM' OARAGZ 8WXNCk LEFT PACE: DETAILS 150 MPH EXP. B IF STAOCROLA AR NO flkEM DATX- 23�18 s 1 I-