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HomeMy WebLinkAbout7046 Silverado Ranch Blvd/'r 99 1828-4EBB-CALI 99 ALL WORK SKALL OU "SING CiODE,TH REVAiLINO CODES FLORIDA Suit NATIOHE CI-i y OF ZEPH AL ELECTRIC YRHILLS AND ORDINANCES 2 5 20�9 HOMES 12602 TELECOM DRIVE, TAMPA, F1 33637 Tal- (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL BTH EDITION (2017) *FLORIDA FIRE PREVENTION CODE 8TH EDITION ABV. ABOVE MFR. MANUFACTURER A/C AIR CONDITIONING MIN. MINIMUM ADJ. ADJUSTABLE M.T. METALTHRESHIXD DATE DE9CXFHON SYMOS CD8WMD ARCHITECTURAL SHEET # DESCRIPTION DR HORTON HOMES • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION *ALL LOCAL AND STATE CODES ALT. AMP. ED. CL ALTERNATE AMPERAGE BOARD CENTER LINE NITD. MOUNTED MTL METAL N.T.S NOT TO SCALE O.C. ON CENTER OVB/b1 Zen FBC IpDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES OIAMAb CDS RE-WJED ��� �� ELEVATIONb ADDED 12602 TELECOM DRIVE 'PAMPA FL 33637 1 TEL: (813) 740-9720 FAX: (813) 740-9715 -OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB -MIN. INTERIOR FINISH - CLASS B -BASIC RIND SPEED - Vn11=I50 MPH BXPOSURB - Besd=Its MPH .1-STORY RESIDENCE - CAB. CLG CUL CON. CPT. C.T. D. DO DO . DIA. DIM. CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION PL PROPERTY UNE P.H. PUSHBUTTON PH PHONE PLT. PLATE PLYWQ PLYWOOD PR PAIR P.T. PRESSURE TREATED R RISER DI R - RADIUS R.A.G. RETURN AIR GRILL REP. REFRIGERATOR PG Al -FLOOR PLAN PG A2C-ELEVATIONS PG El -ELECTRICAL PLAN PG Pl-PLUMBING PLAN PG MI -MECHANICAL PLAN PG DI —DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING 03t" CD.b ,E-*D gYMw Fmwj IBeysm PERM. Sam OA/IVW CD'6RE-mm 02(l119 ADDED C11®LE66 TOOTER AT C,rARAf# DETAIL (FORT Mt'EpD) OM/re PLANMAKtENANGE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DSP. DP. DISPOSAL DEEP DOOR RM. ROOM R.Q ROUGH OPENING EXT S.C. SOLIDSMOKE PG WAS -WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: U.S D.S. D.W. FA. DOWNSPOUT DETAIL EACH S.Q SMOKE DETECTOR DETECTOR SINGLE HUNG SETT SFHIEEEI' SHTHG. SHEATHING PG WA3-WALL ASSEMBLY DETAILS LL PG WA4-WAASSEMBLY DETAILS PG WA5-NOT USED .FT. C=.'S LIVWj 1,928 W. FT. GARAGE 430 BCL FT. ROLAND A. ABOUCHACRA ELEV. ELEVATION SHWR. SHOWER EQ. EQUAL Sim. SIMILAR EX H EXHAUST SL SLIDING PG WA8-WALL ASSEMBLY DETAILS AR No. 93723 A" s16 ea. FT: F.G./FX. FG./ F.G FIXED GLASS PIXED GLASS FUEL GAS SL. TD. SLIDING GLASS STD. STANDARD SWS SHEAR WALL - A.B. DESIGN GROUP, INC. WTAL 2.362 Ga FT FM. FLR FLUOR FINISH FLOOR FLUORESCEIN SECTION TEMP. TEMPEREDGIIeSS THK. THICK 1441 NORTH RONALD REAGAN BLVD. FRDR. FRENCH DOOR T.o.C. TOPOFCURB LONGWOOD, FLORIDA 32750 FTG GA. FOOTING GAUGE T.O.P. TOP OF PLATE T.O.S. TOP OF SLAB Tel: (407) 774-6078 GAR. IXSP. G.F.1. GARBAGE DISPOSAL GROUND -FAULT TYP. TYPICAL U.N.O. UNLESS NOTED Fax: (407) 774-4078 GL. GYP. BD. CIRCUIT INTERRUPTER GLASS GYPSUM BOARD OTHERWISE V.P. VAPOR W. WASHER STRUCTURAL SHEET # DESCRIPTION PG Sl-FOUNDATION PLAN PG S1.lA-DETAILS PG S1.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S PG 33-FRAMING -FRAMMINGNG PLAN H.B. HOSE BIB W/ WITH H.C. HOLLOW CORE WD. WOOD HDR. HEADER WDW. WINDOW HOT. OR HT HEIGHT W/H WATER HEATER INSUL INSULATION W.I. WROUGHITIRON INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINE CABINET DRAWING / CONTRACT DOCUMENT REVIEW Y BURDERTNT. THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR PG S3.1A—DETAILS PG S3.1B-DETAILS PG S3.1C—DETAILS AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING BET. THE CORRECT PG SNl—DETAILS PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (RSQUEBT FOR INFORYATION�To THE ARCHITECT OR ENGINEER FOR CLARIFI TION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. .00 L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigng:o up.00nn L AA N: 0003325 . h 0 ausDIV & I.OT: SILVERADO LOT #16 ELK. #7 P1tOJECT 04128.00 -16071 1[ODEL: 4EBB "1828-CALI" Ow><ewOE aVrsx0: RIGHT PACE: COVER SHEET 150 MPH EXP. B DA I 3/08/19 SCALE: 1/4"=1'-O" aHEar C1 GEAERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8M EDITION, (2017) AND IN CONJUNCTION WITH ASCE 7.40. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH 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 WNDBORNE 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 11301.21.2. 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 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. 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 MD 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 SHALLBE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/81NCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-M 114CHES THICK, OR 2&MINUTE 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.28 GAGE (0.48 Mut) SHEET STEEL I- 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 R3026 & TABLE 113028: 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 SHALL ALSO BE PROTECTED BY NOT LESS THAN %-INCH GYPSUM BOARD OR EQUIVALENT. 811E IFCRK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIA. DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. 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.' TREK 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: 1. 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 & WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALLCOMPLY WITH CHAPTER & WALL CONSTRUCTION. S. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNi. 8, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLINITaM G 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032. 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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. FARE REWTANT CONgnax m 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 CONSTRUCTION OBSERVATION SERVICES /CONSTRUCTION ADM NISTRATI ON SERVICES ARE NOT PART OF AS 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 / CONTRACTOR'S PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES Wu - 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 (RM) i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774A078 www.abdeeWWoup.com L AA R: 0003325 , h 4 2 Y SUNDIV Je LOT: SILVERADO LOT #16 BLK. #7 11PROJIMICT 04128.00 -1 071 MODai.: 4EBB "1828-CALI" OARAOR 9WIN011 RIGHT PA.GS: GENERAL NOTES 150 MPH EXP. B L AR NO 93723 j DA �' 3/08/19 sCAlAb 1/4"=1'-0" srsaMT GN 39'-8' n to 0 OEEI o o l��plli�l °'IEEIIIEUU ° ° pp1 ° ° ME °1° p � 11 II ° o � - o , o / • T 1 :1 93 93 :UI'll 0p _ © - o m •PER p 15LD&° QUM- LN ° 1 +' 1'11 Iof-V CA - TRAMo - m :I • m IFICMY .&man °I ouElo M olEEll° - I n SQ.FT. CAM'S LINNG 1,828 ea F.T. fiARArsE 430 SQ. F.T. ENVr 16 S O. P.T. LANAI 88 ea F.T. TOTAL 21662 SQ. PT. �E�PO�iBE�IDd�IR WCMD�B E WE =wHMD" Nwm AND TM L OOTAN MIN. WIDOW 10 5 24/-33 CRITERIA EXTERIOR SWING b3 5 24/-31 DR. MIN. CRITERIA BGD. MIN. 41 5 23/-2% CRITERIA 16010 O.W.D. 112 5 20A/-22.1 BASIC HIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=B. IMAN ROOF HT. = 13'-0' PRESSURES HAVE BEEN MODIFIED PER FBCR 8TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. mmgLasugm c �* L. TOP PLATE 9 M ABAR DETAIL SCALE, v2••r-m' ,-)ARCH DTL. ALE: V2 • 1'-0' FLOOR PLAN SCALE, 1/4' . P-O' NOTE, -2-8 LOW. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARA3E AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8' (35 MM) IN THICIOR65, SOLID OR HONEYCOMB -CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH:407-7744078 FAX: 407-7744078 wwwAbdeaWngroup.com AA A: 0003325 Y Y 4 6 SILVERADO LOT #16 BLK. #7 PnOnmT 04 .00 -16071 MODMIU 4EBB "1828-CALI" GA1eAGa OWENG: RIGHT PALM: FLOOR PLAN 150 MPH EXP. B AROHff CT A.AB000HACPA AR tro 99723 DATA 3/011/19 8CA2.1D: 1/4'=1'-O" s]H swr Al SWINGLE IWOFDECORATIVE ISaI� FOAM DRAWI��sl�■ TILES 6' RAISED - moo IN m I DEC4RATIVE SHUTTERS OR 0� m/►,EGUIVALENT ==I�����'' 0'-C. 0'-0' FIN. BLDG. W.T. �b FRONT ELEVATION SCALE: V4 - P-0' TEXTURED FINISH OFP RIDGE VENT 4' FREIZE SAND OF'T. COACH LIGHT OFF RIDGE VENT ARFAOFATTIC a 2364 SO. FT. NETFREEV9fTILATION AREA REQUIRE a 1/3m RECOMVFNTIUTONAREA = 2304/3M = 728 VENTIATIONARFAX SO INS PERFT. 114E 1134.72 SO N. MIN.REOUIE)VENMATION a .sx 1234.72 IN IiPER PORTION OF ATTIC a 9935 SO IN. OFF RIDGEVENRUUION ARFA a 115 SO N. FERVENT 9936/115 TOTAL ROF VELAR FEA/MED = 4I357 TOTALIOF VENR PlMDlD 5 'AREA OF ATTIC RTIE: PMM99t OFTNE NIXAF LESS TNEMMANG 1� IE717ERIOROF W06LLTOFXI9INOR OF WALL. NOOVERNANGS INCLUD®I OFRDGEVENT 12, b �B'•B' BRG. HGT. RIGHT ELEVATION W,4LEI 1/4 a 1'-m' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT O Y 2 - : ----------------------- LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FNISH LWJ REAR ELEVATION SCALE: 1/4 • I'-C' TEXTURED FINISH 12 I I 8'•B' BRCs. FKaT. DECO. DTL. A SCALE= V2 a 1'-®' ob'-W BRG. HGT. 0'-0' FIN. FL R "I FIN. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-n"078 FAX: 407.7744078 www.abdes*Woup.com B: 0003326 a e em O a Q summ 4 SILVERADO LOT #16 BLK. #7 11�OJ+07CT 4 0 - 071 1[ODaL: 4EBB "1828-CALL" GA>RAGs 9MOMl RIGHT PALM ELEVATION "C" 150 MPH EXP. B DAM 3/08/19 sCAM- 1/4"=1'-0" s!!CT A2C ELECTRICAL LEGEND SYM. DESCRIPTION 4 TANIDARD SUMTCH -WAY SWITCH q� -UWY •WITCH IMMER SWITCH •E DUTTON rril MSC. ww-T T TAT :a"EC PTACLE(DSV/20-AMPE PE)U•LDc RECEPTACLE 0 W DUPLEX RECEPTACLE (EQUIPPED TH GAOCUJD FAULT TERUPRERRAMPER RESISTANT TYPE) WV DUPLEX OUTLET(MALP OF OUTLET NRED TO SIWTCN) R20R WareRPROLPKaPI CEPTACLE ICsIROWD FAULT RUPTER) mV GLADPLEX RECEPTACLE ® ImV DUFt.E)( RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE TOR) HQ L MOUNTED LIGHT ILNG MOUNTED LIGHT ENT LIGHT LKIr L SCONCE PARE-IWRE PAN WITH LIGHT (1 CFM PER SQ. FT.) am BULB Ll FIXTURE oYYG BULB LIGHT FIXTURE JAMDAAAMQ BUILD LIGHT FIXTURE ' TRACK LIGHTING rnG LIGHT WITH PULL CLAN �{ ER CARNET L* MT 1� *4.FLUORESCENT LIGHT (RECESSED/ m k4' FLUORESCENR LMGI4T 16WIFACE k4' FLUORESCENT Ill (RECESSED) • zmu Jim OWCU8S LIGHT )VAC866 Ill (VAPOR PROOF) (LNG MOUNTED LIGHT WITH J-DOX OPT. PAN (FIELDCAIL PANEL 3CAL METER nty 1{fj WALL MOUNTED) rEILM 0 CEILING MOUNTED) MOWJiED FAN 0N (1 CPM PER SQ. PTJ ♦ FWD JACK O' DETECTOR (CEILNG MOUNTED) wvm Ire6 PILING OUTLET FOR 4ARAGE N JACK -E PORT NOTES, • LOCATION OF TV JACK$ N PHONE OUTLETS 4 FANS TOME VERIFIED • HOMEOUNER PRE -CONSTRUCTION MEETING. • ALL 5 N 20 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 210J2(b) 29M EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • CP • ISLAND (NOT ON KITCHNEN CIRCUIT) • DISHWASHER DISCONNECT TO DE LOCKOUT N PANEL • SATWROOT EXHAUST PAW TO HAVE MIN. CAPACITY OF 50 CRT INTERMITTENT PER TABLE M001A OF FDCR STN EDITION (20112 • LAUNDRY ROOM RECEPTACLE SHALL BE OROUND FAULT CIRCUIT-INTERUPPTER PROTECTION FOR PERSONNEL ON PEEDERS) • UMRING METHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 900,4(DX2) • ALL RECEPTACLE TO DE TAMPER -RESISTANT TYPE • N 1 dIMRNS dlSELECTED SY iiiiiii AND I5f OF LION TMG MUST EE ENERGY EFFICIENT TYPE PER PJSG. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 20M. •th EDITION R404J CEILMJG MTD. Li TO DE INSTALLED, PROVIDE J•DOX FOR OPT. FAN ------------------------------- OPT. COACH L*MT ELECTRICAL PLAN SCALE: 1/4' . I'-0' 'IE�EZ7E'EEE�""^''R010 ETJOm��Oi� R©IIm �1"" m®© Y�_�mm� MUNI ® Ka ao E7I7oEi7 E.7�70 mINT7•. E©0":+^-�maEO . E.aoMIno ETSom ROm Em©"�wwm EMBEBE Imom E�mm"��EDE Ea�'mm� E�RT�EE��EEaR�Eu R��WI�L��E[� RFJEET EIJ � WIWIWIRI_�Ea��� EuoWIG.�i ERl•EE�WI�L�E�WIFJ E.a� ���� man. o®��� _ o 0 L7 t!tSt1t"7 PROVIDE MM CU THM4N . w CU IN 2' CONDUIT OR S •4/0 AL. THUN • I% ON IN 2. CONDUIT. (C"MWT TO TEPEIPMTE AMOVE SOFFIT • OVERMAMW 150 AMP ELECTRICAL RISER NOT TO SCALE C0MDNNTION SERVICE INTO AP DISCGN$CT SWITCH AND tl0/240 VC GENERAL NOTES, M ELECTRIC FCTER IN A ELECTRICAL MATERIALS AND NSTALLATIOND SHALL Neu 1411 ENCLOSURE PANEL COMPLY WITH ELECTRICAL PROVISIONS OF THE EKKd &tW 1., r2 111) LOCAL CODES. AND ALL LOCAL POUER COMPANY REOBRlM m". D. ALL CONDUCTORS SHALL DE TYPE TF6N(iWN UNLESS NOTED OTHERWISE. P0111M C71PA TRANbFOIE'CR FT•OVIDE EO 0". man40 VOLT. I PHASE BECONDARII: INELECTRMC.LL BERME(. PROVIDE 5 -1 COPPER (OL IN " VIA SCHEDULE SO PVC CGNOWT OR PROVIDE Oro A LP24 M (AU N 2" DIA SCIEIDULE M PVC CONDUIT 04LIN16 SERVICE IS PROVIDED DY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO DID. TMLERNOHE SERVIO! OAeLE TELEVISION QNIRANCE SERVICE ENTIeA1NGE EMPR-ENT C2:PMl ff INTERSYSTEM DONDNG TERMINAL AT I.= VOLTAGE COMlCTIOFI6 1 v CU 8ERVICE GMSCUJD COMICTED TO CONCRETE ENCAIIED FOOMR STEEL FIR ELECTRICAL PROVISIONS OF THE FISM,yykj Sn" DIA X S Fr LONS COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774,6078 FAX: 407-7744078 www.ebdes1018row.00m 116- AA S: 0003325 x j � 8 8 4 a aysnn►. sM Loan SILVERADO LOT #16 BLK. #7 P1WJ>mCT 4 8.0 - 607 MODE(.: 4EBB "1828-CALI" GARAOR BWUM: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B stiFi w acA=: 1/4"=E1 1'-0" stsaa'r TO MAIN PLUMBING PLAN SCALE: 1/4 . V-V' 2' VrR �j,7• WJTC4EN I �. � vrR SINK AUTO VENT I V2--X/ V2' / I 1 v2 1/2 �/ I �' I V2� 2' TUB LAY I ,7'� LAV 2 I I U!G 9 3 I I L n BIASNER PLUMBING RISER DIAGRAM 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407-7748078 FAX: 407-7744078 www.abdeo*igroup.com L AA 5: 0003325 A mm 1p W ILL. avaan►. ac tATs SILVERADO LOT #16 BLK. #7 PO'T'00 _ 07 moDulu 4EBB "1828-CAU" oARAGS 9WING: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B DA 3/08/19 ISCALS: 1/4"=1'-0" opmc T P1 HVAC NOTES I. ALL MECHANICAL EQUIPMENT @WALL BE PROVIDED WTH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQWREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $WALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL bE SEALED WITH GLA88 FAB s MASTIC. AND INSTALLED AS PER FBC 67W EDITION 00n) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL NH CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES 614ALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SMALL BE CONSTRUCTED OF SMOOTH GALV. FETAL. OR OTHER MATERIALS AS PER FBC (pTH EDITION (20n) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603.1 T. BATHROOMS CONTAINNG BATNTU68, SWOUERS, SPAS AND SIMILAR BATHNG FIXTURES SHALL BE MECHANICALLY VENTED IN AC 0RDAW—E WITH PBC 67H EDITION (2011) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR HAKE -UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S ALL FIRE RATED CEILINGS AND WALLS SMALL HAVE AN APPROVED FIRE OR PIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE NSTALLED TO Mft RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTEC 4 OBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 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 OW 0 CEILING EXHAUST FAN CEILING EXHAUST FAN a LW.WT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTE ALL 14VAC TO NAVE PROPER PAN& W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/18'X2' TAPCONS UNIT 81F1P80N WD ROLL STRAP GON OR QUAL CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN SECURE STRAP TO UNIT W/ /2) 4' CONCRETE SLAB %XI 1/4' SHT. t M. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LNES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE DRAIN 3/4' DIA. NOTE, MAN COND.ROM OVER HEAD 12' F STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REPI@IGERANT LINES TO PLATFORM RETURN CONDENSING UNIT JVMECHANICAL TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (20n) BLDG. CODE SECTION 3011A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR COUNTERSUNK BRONZE PL. PL. OR WALL CO. PLUG BRASS PLUG �"'�—FITTING OR EXTENSION TO 601L OR WASTE AS REQUIRED //-- WADE 8240-K "SAM 86WO INSIDE SERIES NICKEL BRASS TOP CAULK P.VC OPTIBPEC OFLOOR SLAB CLEAN -OUT (TYE FIN. GRADE OR PAVING SEE SPEC. I,S3�?3i 11 wI FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED DEXT. GROUND CLEAN -OUT (T� ) NOTE, ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE R.P.E. ELEVATION. MECHANICAL PLAN SCALE, 1/4 . r-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 wvvw.a0desWVoup.com AA M: 0003325 5 � a C om avaa:v ae LOai SILVERADO LOT #16 BLK- #7 1PltOJWTO 4 .0 2-1 07 �coaa><,: 4EBB "1828-CALI" GARAGZ OVnNG: RIGHT PAGW. MECHANICAL PLAN 150 MPH EXP. B 2X4 TOP PLATE PRi-FAB TRUSS 1A CLG. ESOARD 14' DRYWALL T')' 2X4 WOOD STUDS 624' OC. FLR Milr_s aIuva IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'.1'-& FIBERGLASS SHINGLES OVER IM FELT PAPER OR 6YNT1 ETIC PRODUCT, INSTALLED PER SECTION RSMJJ ON J* OAS. SHEATHING ORJ'CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU&6 J/ MTL. DRIP EDGE 2x FASCIA PER P. A ID ELEVATIONS o VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR,J,,,_ _ a. a .'a • 4' A/&' GYPSUM BU OR V2' HIGH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- S (2) COURSE NOT CUT BOND AM 3ARS sA PIPE THROUGH BOND BEAM D1 81—ALE:3/4'-I'-C' SEE ENERGY CODE FORME INSULATION R-VALUES REFERENCE STRUCTURAL PER ELEVATION R-4U INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL bs2 P.T. FURRING — STRP6 • 24' OL. e' CMU 1/2' GYP. WL. BD: WOOD BASE — n W/ WINDOW OPENING !f FIBERGLASS SHINGLES OVER'30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905.0 ON 0.6.5. SHEATHING OR COX 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. FLR a B TYP. WALL SECTION NO OPENING NOTE, PER SECTION W5.1.1 - FOR ROOF I 4 1—STORY HIP BLOCK WALL (2)OLIA ERUNDERLAYMENT SYSTEM .� SCALE, 3/4'.I'-O' IS REQUIRED. FOR ROOF SLOPES 1p OF 4-12 OR GREATER, (U LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 456S TYPE IV, OR ASTM D 6151 ILM tic SAM FOR me Lbw 2B GAS LINE THRU BLACK vr.r.r FIBERGLASS 6H1143LES OVER "W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R605UU ON Ik OA& SHEATHING OR P CDX PLYWOOD SECURED PER FASTENER SCHEDULE I.-W TYP. MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP 6CREED 2x P.T. SECURED PER STRUCTURAL DETAILS H' TWW, 2 COAT - PORRAA CWW PLAOTR AFFWW o"mmy TD 1'IAaONRY PROo= ATPRDVAL OEM s GARAGE DOOR JAMBS D1 SCALE:11/2'.I'-C' 2x BLOCKING BETUMEN TRUSSES PER STRUCTURAL DETAILS—\ STIFPBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG UID. TRUSS — CONT. Tx RAT RW SECURED PER—"' STRUCTURAL DETAILS J/ SEE ENERGY CODE FORM& FOR INSULATION R-VALUES PER ELEVATION If \ 5B' GYPSU'1 BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION UNOOW ATTACHMENT AS PER MAN FACTURES SPECIFICATIONS Ix2 P.T. FURRING — STRIPS a 24' O.C. 1/2' THICK, 2 COATy' 1/2' GYP. WL. BD- PORTLAND CEMENT PLASTER APPLIED WOOD BASE_ DIRECTLY TO MASONRY 0'-0' FIN. FLR, 6' cm a. a 'A, • .4 n W/ WINDOW OPENING H u. Pwaa. FIBERGLASS 914NGLES OVER e30 FELT PAPER OR SYNTHETIC PRODUCT. R�TALLED PER SECTION R905.1.1 ON le O.SD. SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG, GABLE Tft" WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cm 0'-0' FIN. FLR a. . B TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE, 3/4'.1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdeeWWoup corn AA 8: 0003325 o a e a 0 SItraDIV. a LOT: SILVERADO LOT #1S BLK. #7 PROJECT 4128.00 .— 607 HODZI.e 4EBB "1828—CALL" GA23AGE STFItak RIGHT PAG& DETAILS 150 MPH EXP. B n��`' —u--r—�C ® `L 6 2w1 ONJ RAT TO SLK WM CWT NAILO. 610", 2X6 GARAM DOOR SLACK WY (N ® )6')W' A-SOLT6 4' B'IDED'EVT MN WV MO WAOilR Atm I4)( 8PA4;SD Y FR01•I ROOK TO GARAGE DOOR M M N JONTO PRIOR TO FILL1146. 1.2X6 PT BLOCK • CENTER Q ® DOOR HEADER WW()Aw' J-SOLTO � M9W WV 2'XZ'4' WABFER ALL AN-C 0M DHALL BEN ACOMMANCE TO I ® r MAN4•ACTURD 6 MTALLATWN NOTN=TIONO U4M GARAGE DOOR 1 BUCK ATTACHMENT eeAu. .— C :T L� 1'X4' OR PIG' P.T. NAILER bt4 P.T. OR %N4' MIN SECURE THRU PR At-V 4 EXTEND 1 )4 INTO BLOCK ❑ W/ V(4' TAPCONS MIN. SHANK SIZE .145 MIK HEAD 61ZE 300 nIN. EMBEDMENT 144' WITHIN8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y;) DOOR JAMB TO BLOCK +3/4 OR +5/4 w +3 4 +5 4 A SCALE: KTb. 2X4:m SECURE TO BLOCK W/ Vr4' TAPCONS OR (MIK SHANK SIZE." MIN. HEAD SIZE 300 MIK EMBEDMENT 1 Yi ) WITHIN 6' OF EACH END 4 IS' O.C. MAX SPACING. 2X6.m SECURE TO BL W/2-%' TAPCANS(MN. SANK SIZE 14D MIN. HEAD SIII{A80 MIK EMBEDMENT I Y; ) WITHIN 8' OF EACH END 4 8• cm IS' O:C. MAX SPACING. 1S• DRYWALL 2X&. I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W!J-%. OOR CASING TAPCONS (MIN. SHANK SIZE J45 (DOOR MIK HEAD SIZE 300 JAMB OR WIDOW MIK EMBEDMENT 1 Y49 TTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. W. OC MAX SPACING 2X4= SECURE TO BLOCK WY V(.' TAPC0NO (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 MIK EMBEDMENT I Y; ) WITHIN 6' OF EACH END 4 NOTE. STRUCTURAL 2X IS' Or- MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-V(4' NON-STRUCTURAL V.- TAPCONS TAPCON MIN. I,)sr (MIK SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" , CMU MIN. EMBEDMENT 1 Y;) ' DRYWALL WITHIN 8' OF EACH END 4 10' O.C. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XMcm SECURE TO BLOCK W/2.%, 7(4' 0.60. X 4' MIK TAPCONS DOOR CASING (MIK SHANK SIZE .I4S MIK HEAD SIZE 900 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. IS' Or. MAX 6PACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLOCK +1-15/1¢' wumw TO BLOCK +1-15/ S C SCALE, KTb. 2X4.m SECURE TO BLOCK W/ Vp' TAPCONS (MIK SHANK SIZE 145 MIN. HEAD SIZE J900 MR EMBEDMENT I Yi ) WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X 16. OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W,7-V{4• NON-STRUCTURAL Vb' TAPCONS TAPCON MIN. 11i (MIN. SHANK SIZE J49, EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 MIK EMBEDMENT 1 Y;) 8. C WITHIN 8' OF EACH END 4 )S• DRYWALL 16' Or -MAX SPACING a VX4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK W/2-V4' OOR CASING (DOOR MIN. SHANK SIZE J45 MIK HEAD SIZE 300 WDOW JAMB WINDOW MIK EMBEDMENT 1 Yi)—ATTACH TO 2X PER WITHIN 8' OP EACH END i MANUFACTURES DETAILS. IS' O.G. MAX SPACINW, NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y;) NOTE, &HIM AS NEEDED TO PLUMB JAMB ( DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +1-1/2` DOOR JAMB TO BLOCK +2 1 4" n WDWW C + -1/2" �n1 IMW TO BLOCK +2 1!4" \.J CALE, N.T.S.LlSCALE- . 2X4= SECURE TO BLOCK W/ V4' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I Y;) WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X IS' O.C. MAX SPACING. MJBT BE ON OUTSIDE 4 2>0 m SECURED THROUGH SEGO BLOCK WQ-%-NON-STRUCTURAL %' TAPCON MIN. W (MIN. SHANK SIZE 345 EMBEDMENT INTO BLOCK MIK HEAD SIZE 300 • CI-N MIK EMBEDMENT I Y;) • DRYWALL WITHIN 8' OF EACH END 4 'X4' OR Ih0' P.T. NAILER 18' O,C. MAX SPACING. 2X0cm SECURE TO BLOCK UU12-%' TAPCONS DOOR CASING (MIK SHANK SIZE 145 MIK HEAD SIZE "0 A MIK EMBEDMENT I V) DOOR JAMB OR WINDOW WITHIN 8' EACH END 4 �ATTAC-14 TO 2X PER 16. O.C. MAX SPACING. MANUFACTURES DETAILS. Mpl4 4111 Y mpp M RYf.W�fDO.DI e�4r) DOOR JAMB TO BLACK +3" Tmanow TO BLOCK +3" E SCALE. MT . 2X4= SECURE TO BLOCK W/ V(♦' TAPCONS (MIN. SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT 149 WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 10" Or- MAX 8PACNG. MIST BE ON OUTSIDE 4 2X6d= SECURED THROUGH SECURE TO BLOCK W/Z-%' NON-6TRUCTURAL TAPCON&(MN. SHANK SIZE TAPCON MIN. 1-Y; 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 3" MIK EMBEDMENT 149 WITHIN S' OF EACH END 4 8, CMJ ID'Or- MAX SPACING. Jj• DRYWALL I'X4. OR 17O' P.T. NAILER SECURE BLOCK UYAA SECURE 2X SECURE TO ( TAPCONBIMIN. SHANK STRUCTURAL MEMBER 145 W/(2)12d WITHIN 8' OF EACH MIK HEAD SIZE 300END 4 6' TO 6. OC. MAX MIK EMBEDMENT I Yi)OOR CASING WITHIN 8. OF EACH ENDOOR JAMB OR WINDOW IV OC. MAX 6PACINSMTTACH TO 2X PER MANUFACTURES DETAILS. NOTE. 814IN AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y; ) DOOR JAMB TO BLOCK +3" n w1ND0I TO BLOCK +3' SCALE, N.TA. 2X4= SECURE TO BLOCK ILL& TAPCON&MN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Yi) NOTE, STRUCTURAL 2X WITHIN 6' OF EACH END 4 MUST DE ON OUTSIDE 4 18. OC. MAX 6PACN3. SECURED THROUGH 2X6,mW NON-STRUCTURAL V(r' SECURE TO BLOCK WA-V4' TAPCON MIN. I-Y; TAPGONS(MIK SHANK SIZE EMBEDMENT INTO BLOCK J45 MIN. HEAD SIZE 3" , cm MIK EMBEDMENT I Yi) 'DRYWALL WITHIN 6' OF EACH END 4 IS' Or- MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2X8® SECURE TO BLOCK UYI-1/4' 7o' Ob.B. X 4' MIK TAPCONS (MIN. SHANK SIZE J45 DOOR CASING MIK HEAD SIZE 300 MIN EMBEDMENT I Y;) DOOR JAMB OR WINDOWWITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' OC. MAX SPACING. MANUFACTURES DETAILS. .tl,4 41f1 Al mace»'1Yf YIf foowr Ca®Y/ DOOR JAMB TO BLOCK +3-7/iB" w +3-7 G SCALE, KTb. 2X4m SECURE TO BLOCK W/Yi TAPCO" (MIK SHANK SIZE J45 MIK HEAD SIZE 300 MIK EMBEDMENT I Y4')� WITHIN a, OF EACH END 4 NOT STRUCTURAL 2X ID' Or -MAX SPACING. MOT BE ON OUTSIDE 4 2X6® SECURED THROUGHy TO BLOCK LLVI•V4' NON-STRUCTURAL TAPCSECURE TONS CCN MIN. I - TAI-),'(MAPCIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIK EMBEDMENT 14) 8' CM WITHIN 8' OF EACH END 4 )J' DRYWALL 18' OC. MAX SPACING. ❑ PX4. OR 1'k2' P.T. NAILER 2X64m 6ECURE TO BLOCK W)I-114' ' P.T. X 4' MN. TAPCONS C (MIK SHANK SIZE .145 MIK HEAD SIZE 300 MIN. EMBEDMENT I )A) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 TTACH TO 2X PER 16' D.C. MAX SPACING MANUFACTURES DETAILS. NOTE, 814IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLOCK +3 3/4" H w + 3/4 • 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6079 FAX: 407-774-4078 wwwAbdesWW*up.com L AA M: 0003325 , Pi 44 mm i oulwiv. aLoT2 SILVERADO LOT #16 BLK. # 7 PLIWJU =T# 04128.002-16071 MODZU 4EBB "1828—CAlf OAP-t0Z IMINCH RIGHT PACE: DETAILS 150 MPH EXP. B L AR NO 90723 i D—ATim- 3/08/19 W/cAIIM 1/4"=l'-O" IlldiB>CT 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 FL 17325.1 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG 2017 FSCR 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 FL17676 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FLIS332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL1S353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FLS684.3 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 10/23/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2027 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 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR S/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 Q W W W. FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 ,1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774.4078 wwwAbdesWgmup.com AA 0: 0003325 h 1! aUNW & LATs SILVERADO LOT #16 BLK. #7 PROJWT# 4 .00-67 1[OD>zu 4EBB "1828-CALM" OARAOR aNnRv: RIGHT PAOr. PRODUCT APPROVAL LISTING %150 MPH EXP. B PICP0PWIW CONTROL JOINT M-ANSE OP CONTROL JOINTS T O M WIPED TIED TO LATH r s' Oa MAX(VER'A ('J>O?1111L DO NOT PASTEN CONTROL JOINT TO ISOLL EVEN F STUD WMTS BEYOND EXCEP r STAPLES W ' LE6 CONTROL IE USED T®'T CYINO INSTALLATION —� PASTE' TO DE aAC r 1. OG. MAX VERTICALLY i \ i' TWI OC. A COAT CEMENT WPM LAYER 4, PM, FIBER OU LDNS PAPER APPROVED METAL LATH FASTENED 41' (VERTJ OC. MAX AT SUPPORTS WPM LAYER 9. STUCCO WRAP UIOOO SHEATMINS \ SMALL NOT rm n NU r• tow r m v nt TNlO" CONTROL. JOINTS OUT SHILL M STOPPED ANDTIM AT EACH SIDE. PROVIDE 2X4 ELO=wm PER A67M Cl/SS PLACED PLOT MAX 6' TO S' 1eu FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON NOTE,\ 4STE E M PON LATH TO ENAI LS ILS OR i / STRUCTURAL STUD STAPLES N COMPLIANCE SV A67M CW63 2. WIRE TIES TO M INC. M) 00416' WIRE I OLOCKINS OMOM MAY M N ADDI \ TO WILL STIR! RECOU RED PER PLANT OL PDLD NaH1p r Pr. A O L On. A Nraw . A L CIRAea . PT.6 XCa .PLC OL HOLD NaLUO a I•T. A !. fAAW . Bar. R A POLc r Jr • ® L TOLD arllalo r PL A L OaAN r I-r. S It.ORNAB . P.O. C 4 POLO PT. C OVM Per. a 111111.1. PT.O TOIIOHEr EOrw Kim= M r 0 aONNOM RA1RS WTaR TaHT ORAL IL11.O, W Otm art. APPROVED OUILDWO WRAP SMALL OE LAPPED A MINIMUM OF 0' r VERTICAL LAPS (ROLL ENDS) 4 6' r HORIZONTAL LAft, ALL SLAMS NEED TO ONE TAPED WITH PORTIEER 6NEATMINS TAPE 1/ 1'M iLM. NBTAL LAIR \\ LATH VERTICAL LAP TO OE I' �'� METAL LATN UM LAYER L, STUCCO WWP IIRRO LAYER 9, IORTFIOlR / �BSLDIIICs PAPER I 2 SCALE, I VY.1'-a1' ® KICKOUT DETAIL rf r'hl. � I a r- UA M IaHM MAL PIED OR GCLCMoawor W aHrvu I(IOigR .T Roman a IaoaP a MI.Ntrcrlal. NOTE, BDE LAPS OP METAL PLASTER EASES SMALL OE aacLo D TO FRAMES MEMBERS. THEY SHALL M TIED MTWMN SUPPORTS WITH 0m41S-N NI -NM) IERE AT NTERVALS NOT MOUE THAN S' (22S-M MA AS PER ASTM CIO&$ 1AL SEATNNS STUCCO 4h4' I 1' OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OIL ALP-ADWMUO MEMBRANE PLASMN6 STEP 11 COAT CEMENT OR LATH WRO LAYER L. bnx= WRAP INSTALL PASMORS (CLIPS. WOOD 914EATWNS STRAPS. STAPLES) AS — REMOVED TO SECURE PINE/ MARE TO FRMINS .Lit . PARR MR REPAIR OP TEAM HORIZONTAL LATH M1°w M LAYERS, MAY TTCWW & PAPER DETAIL WAHOUSE WRAP TAPE PER MAPS/. SPEC. on PEEL 4 STICK WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) i' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOFAWALL SCREED _Z 5'X5' 'L' TYPE CONTINUOUS F GALV. METAL FLASHNG ? (NAIL TO ROOF PECK, NOT WALL SHEATHING) c+ CAP 6HW3LE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. 4• 6 WRAP MATERIAL) OVER 4Sr4' SELF-ADWORM MEMBRANE PLABNNS OVER APPROVED HICUSt WIt.4P. CUT AND OVERLAP ONE SIDE OP STEP 02 S�ELP � ERN° MEMBRANE wm LAYER % SI)OCO ~ URO LAYER 9. POWFBER BJILDaq PAPER METAL LATH 6'.&' SELF-APNM&M MEMBRANE R./111FIN6 OVER 4'1FH' BEN-ADIlRN6 MEMBRANE FLASHING OVER AFV909YED No" Still ILdM.161C. TG !1!'TBID ONTO MPS W (OJT. DEAD OP SEALANT INSTALL APPROVED HOUSE~ AIR INFILTRATION EAIa18ER OVER SMEAT14M SECTION PE0. SECION MB,7 Eaa6r YRlared Exterior use of porReM onnara plaster shell comply wither apploston requinmeras of ASTM C 92&12A Irrtslle0on of exterior leetp wM eamty shall comply with AMC 1053-12A LEGEND DRAINAGE PLANE (WRB LAYER 1*1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER-.-...- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO 77 SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R'103.11 / ASTM C-,541-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1A41 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-T748078 FAX: 407-774.4078 www.abdealgngroupcorn AA S: 0003325 e 8H LT � 8 6 little am aysO><v & LOT: SILVERADO LOT #16 BLK. #7 PROJDCTjp 04128.002-16071 MODZU 4EBB "1828-CALL" OARA10Z U' W6. RIGHT PAOr: WALL ASSEMBLY DETAILS %150 MPH EXP. B A. ORA AR NO 93723 DAINT A 3/08/19 WCAI.1D 1/4"s-f—O" wizw= WA1 BACKER ROD BACKER ROD UM LAYER 01, A'n r ugQAP INSTALL V 6ELF-ADHERING M EMiBIRANE FLASHING OVER TOP. 61DE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. Qg(ZJENCE OF FL 404M TO BE, L BOTTOM. 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO SE TOOLED 60 A6 TO DEFLECT uATER AWAY PROM JOINTS. E-2 BEAD ALL ARONO VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT. AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONL,4LL BIDER, Ys' CAULKMG a JOINT PER SECTION R708.7 Bdedor Wjdna M d�� Exterior use of Portland cement Plaster shall campy with the application requirements of ASTM C 92612A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. �-- HOODED VENT J' THICK, 3 COAT CEMENT �: PLASTER METAL LATH UPS LAYER 4, FORTIFIBER SUILDING 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 Ri03.1.1 / ASTM C-&41-09, MIN. 2B L55. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENTDRYER VENT(BLOCK) BUILDING PAPER OVER 'GUICK FLASH' PIPE THROL*W IIALL `f 1 b' SELF ADHESIVE— PLA614MG (INSTALL PER MANIF. SPECS.) BUILDING PAPER — UNDER 'QUICK PLASH' h VENT PENETRATION SCALE, N.TA ELEC. METEP VERIFY LO fii-VGN IV RC(.iCIVC STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 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 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 HOIJSEWRAP FOR BOX INSTALLATION UM LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSE~ BELOW CUT SUCH TWA NOMRMBRAW ENTERS BOX, APPLY TO FAA EDGE APPLY £-2 OVER be MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHMG WAS LAYER M, STUCCO UAAAAP UARB LAYER 4. FORTIFI15ER BUILDING PAPER METAL LATH .VS' TIEXTUPMD PHISH • WOOD -PAVMN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX weep scAraeo W WIDE STRIP ow ADHESIVE FLASHMb, OAM MAGCNW BQORE APPLTN6 ® HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' LURE LAYER 'I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER 01 STEP "1 STEP *2 WRB LAYER 01, T 8 UGCO WRAP APPLY be MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP 03 MRR® Rt MEMBRANEM `WM LAYER 02, PORTIF15ER BUILDING PAPER STEP 04 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL W4L.L SECTION) METAL LATH STEP *5 STEP *6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX:407.774.4078 ww W.abdesigngroup.com AA N: 0003325 Mae to 1P LJ SILVERADO LOT #16 BLK. #7 PRDMWT 04128.002-16071 MODZI& 4EBB "1828-CALI" OARAOs SWWO: RIGHT PAGE. WALL ASSEMBLY DETAILS 150 MPH EXP. B 7 A144CHnsar. n A CPA AR NO 90726 R 3/08/19 1/4"-1'-0"A2 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACING • 1' O.C.) Cmu %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 1TL � 7��CORNER BEAD (D BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 wwwAbdwWngroup.00m AA N: 000332E Y Ji aussiv. Ae LOT: SILVERADO LOT #16 BLK. #7 PROJWTp 4 2-67 1LODZzs 4EBB "1828-CALI" 43ARAR3L' DWING: RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B DA 3/08/19 sCALM 1/4"=1'-0" aHasT WA3 LEGEND DRAINAGE PLANE (WRB LAYER h, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO �� TwlcrloN anon SMATMM6 �SI6TnA[ BAPAPMER / \ WATW \ BAPMRWOaITIVE ��� / \ ��((.. L X P'E' % M MDN3 / I \ W SELF b R�'D`aRND ' IL s 1 aEATiM R EMTNE $TARTER $TRIP / \� `\ BAREER 4 a` WEATafEFt RMOTIVE an I .aDHERMIa \ "VD METAL OALVD METAL 'Z' rLAewa.q •z' FLAtawwt , Y• v �• un■ et�n OOD T!i'11-E4'N7 R � uiiSoo`Tldrl�ra�me°R \; y t AL OAP WCALLKING \ / OR AM"NOYND SEALANT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA S: 0003325 C a O a aumly as LOTS SILVERADO LOT #16 BLK. #7 PROJWT#► 04128.002-16071 MODRU 4EBB "1828—CALL" GARAGZ aMN O- RIGHT PAOZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B RDM [WA A 3/08/19 CALIM 1/4"=1'-0" H�r 4 2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK 1 DRIP EDGE D` I` '1/8' TEXTURED I �� FINISH a WOOD 1/2' TEXTURED FINISH a CMU METAL FASCIA WRAP Ya' FROM STUCCO, I' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� VS' TEXTURED FINtow • WOOD. 1/2' TEXTURED FINISH a C 1M x ... METAL LATH x x x x x x x x METAL FASCLA WRAP WOOD SHEATHINS x x x x x x on CMU _. UM LAYER 01,x x x x x x STUCCO WRAP fmRAmE ONLY) x x x x x x x x x x x x — WRS LAYER 02, FORTIFISER x x x x x x x x x x x x x .: BUILDMS PAPER x x x x x x x x x x x x x FRAME OR CMU IFRAtE ONLY/ -. ROOFMS CEMENT x x x x x x x x x x x j - 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 x x x x x x x x (REFERENCE POINT METAL KICK OUT xxxx x ©PL,4N B . .... ... `• ONLY. FOR WALL OFF x - - .: SET OF COMPONENTS) NOTE NOTCH FOR _ BAND ONLY0.m ®ELEVATION ®PLAN A ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11/8' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU 2x6 SUB -BAND W/I'x4' NOTCH • 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/126 NAILS O.C. MAX. 2x SUB -BAND W/11�'x4' NOTCH a END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) AL FLASHING, WRAPPED Y4' ABOVE BOTTOM OF P EDGE UB-BAND 'x4' NOTCH a �, WRAPPED IN :L 4 STICK pF CEMENT , �F EDGE vrl l iTED FOR CLARITY SUB BAND DETAIL ® WALL 3• �V -ROOF CEMENT a ROOF EDGE ITTED SUB BAND DETAIL 0 WALL CLARIITYY FOR W/KICK-OUT 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407.774-4078 www.abdealgngroup=m AA M: 0003325 � � 3 3 av>sD><v 4it LOTa SILVERADO LOT #16 BLK. #7 PROJECT# 04128.002-16071 1EODSLa 4EBB "1828-CALI" 43ARAGZ SWINCh RIGHT PADS: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B PDA 3/08/10 SCALE: 1/4-=1'-0" 02MCRT WA6 3B'A" T-4" I— — —FM-12X12 — I — — — 1 — — — — FM-1— — — — — — IH 1. b 4" CONC. r i a SLAB ILL I Ow J a *3 12 LF-24X24 1,-0, l 10'-0" ,D I • 1 r 1 FM-12XIS EX' END t I I SLAB 1 12" I I I T�s_o— I I I SLAB ^ xI I I I N I. Ix ILL I 'I I. I I 5'-0" 15'r I I 1 4" PVC b Q•�- CHASE I •1 TE-1 — IZZry I •I 112'-8" -5 12 ` I `�� 17.4" 5 T-Ir I I I I I ND r--- - SLAB 1112" 2 14' CONC. 1I a FM-12X18 I SLAB a Lu 1.1 I 312 al y01 ) 31 I -- b 2-712 .t L FM_ — -12X18 J _ — — MC-12X18 — — — _ _ FM-12X18 _ FMC-12X18 4 4 10'-2' 3,_IT 18'-0" 2'-W 4'4" 21'-4" 39'-S" FOUNDATION PLAN SCALE: 1/4" - 1'-0" FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-0-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +-U-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. 6. 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. 8. 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. 11.121INDICATED #5 BAR, BNDICATES #6 BAR, EDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90' HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5= 30", #6.38'), 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.530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT MW PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8th EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x8 W1.4xW1.4 OVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SH RT LONG TEA 1. 6EE PLAN i0' 7rffs FM-12x12 iT ONTI 1T - (2)#5's +0•-0• FM-1208 CONTINUOUS 19, 2 4`5's + 0-0" FM-16x18 __j7 18' CONTINUOUS 19, - ( )#5'n +0•-0• FMC-12x18 12' CONTINUOUS i8" - (2)#5'n VARIES F-24x24 24" 24" n w4, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744076 FAX:407-774.4078 www.ando*Wkgroup.com L AA #: 0003325 , 0 8 2 i 1 oulmIv. ae Loan SILVERADO LOT #16 BLK. #7 Irmoim 4 2 .00 —16071 MOD21a 4EBB "1828—CALI" OARAOR OVIENC : RIGHT PAGffi: FOUNDATION PLAN 150 MPH EXP. B 1 A. CPA AR NO MM DAM 3/08/19 •CAM 1/4"=1'-0" BKOW si 30" MIN. EACH WAY MONOLITHIC FOOTING i STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR AND d n: STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND �•r _._ i — d a SIZE SPACING REQUIREMENTS p SPACING REQUIREMENTS • O W m V W _ "1 jp GARAGE DOOR RECESS m V OD J It N FM r, cr co i W CMU WALL O B" CMU WALL CORNER BARS, SAME SIZE AS BAR Ij�� W W B' O �- i_ l IN FOUNDATION WITH 30" LEG EACH ' 1 = WAY AT ALL CHANGES IN DIRECTIONS a1 y TOP OF 3LAB TOP OF SLAB ' ...I SO THAT THE STEEL REINF. IS CONTINUOUS /f� { � • SrI MATCH AMOUNT OF CONTINUOUS BARS • •) r. ?k- CURB FOR 1_XT. PORCH SLAB c SEE SLAB SCHEDULE BAR SIZE 4" CHAMFER (1STORY) if3 48 BAR DIA 18" EXT. PORCH SLAB rl / . SEE SLAB SCHEDULE TOP OF GARARIOUS MM 1� ' p. III CONTINUOUS STEEL MONOLITHIC I FOOTING REINFORCEMENT SEE SCHEDULE r;p, MASONRY UNITS SET AT ELEV: W/ 1/2" ISOLATION �.. e" CHAMFER (2-STORY) 4" CHAMFER (,STORM' Il 01-0" JOINT (NMERE APPLICABLE) •.'r i xq SEE SCHEDULE P4• 3a' W/ 1!2" ISOLATION JOINT(WHERE APPLICABLE) • 8" CHAMFER (2-STORY) •! 10 EE SCHEDULE i 4 . HAVING WHEN TRANSITIONS ARE MADE FROM FOUNDATIONSPROVIDE FOR WXD, BAR SIZE #e 36 FOR WXD, BAR SIZE g DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST • AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), LINO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCAlE: 3/4"=1'-a' 2 SCALE: 3l4"=1'-a' CORNER BARS DETAIL DOOR OPENING @ GARAGE r, 3 4 SCALE: 3/4°=1'-a' SCALE: 3/4'=1'-0" I 5 to NEW REINF. BAR O SECURED W/2-PART 2"CAPPED a EPDXY. MIN. EMBED I GALVANIZED PIPE 8", UNO S W/FLANGE 0 BASE = O FOLLOW ALL NWJF. toySPECIFICATIONSFOR 4 Q USE AND 1=- PREPARATION OF HOLE Z 0_ SECURE FLANGE TO W J BLAB W/(4) 1/4" X 21/4" TAPCONS 4" CHAMFER (I -STORY) B" CHAMFER (2STCRY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i p U p W 8" CMU WALL 0 I•' _: _ TOP OF SLAB SEE SLAB SCHEDULE i i - •' .• ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH �-- - - FOUNDATION AND SLAB SEE SCHEDULE .3�a......r FOR WXD, BAR SIZE AND BAR QUANTITY T COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1 0 SCALE: 3/4"=1' 0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 ICI FAX: 407-774-4078 l www.abdoskgngroup.mm AA#: 0003325 o Q � 0 mm IlLMDSV. So LISS SILVERADO LOT #16 BLK" #7 PROJECT 4128.00 —1607 MODEIs 4EBB "1828—CALI" GARAGE OWING: RIGHT PAGE: DETAILS 150 MPH EXP. B ARCH STATEPE A CRA AR NO 96722 DAM 3/08/19 sC,%=: 1/4"=1'-0" w1wx= S1.1A DOWEL PLAN SCALE: 1l4" - 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77446078 FAX: 407-774.4078 www.abdosigngmup.eam AA N: 0003325 A a oumzv as nose SILVERADO LOT #16 BLK. #7 P"' 04128,00 -16071 MODRU 4EBB "1828-CALL" GAMAOa swzxae RIGHT PACX: DOWEL PLAN 150 MPH EXP. B aouw a Aeoitw►CPA AR NO 93723 RZNT DA 3/08/19 aCALIM 1/4"=1'-0" aliZ4mT s1.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA1S W/ (9) 1 Od x 1 117 HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 I M" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 1/2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Od 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL NTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WTH WASHER (M18" 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 I B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (7sl) SIZE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 30DO 8.8 — 1 (1)N6 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS *--0 S SAFE LOAD - POUNDS PER LINEAR FOOT TYPE SIB Now 4F/34a rim 1F104R 474P4e 4PSIde a au LENGTH 3'4" K" PRECAST 2251 4'0. On PRECIT 198E 4'4' (54') PRECAST 1400 " (e49 PRECAST 1217 S'-10" (7D9 PRECAAT Im SW (7C) PRECAST w r4" On PRECAST 743 C-4" (112') PRBGBT 354 10.4" (12r) PRECAST 475 If-C (i3n PROWT 382 1T4• (144-) PRECAST 337 I" (18" PRECAST 20S W-W (18n PRECAST 279 I" (17C) PREIIIIREBB® NJL 1" (184') PRE NIL lr-• ROCI PRE 0TRE38ED N.R. 1C-4' CAn PRE11111110IND NIL 21W R01) pRErrREm N,R. zw RM PRE 1LR. 21W peCl PRE NA OD�ODOm o�0000 O�m0a0m s�mlooc�oo oom�aom s�s�sovoov s��00000 000E�� �;Qf om�as�oos omo�o�-ram sammazz 00 mNIZE l=NffMAlEZNffZR omaoaW.7— = oom000v omoo©�c� rmsao0osMMv �0©mo00 os�s�smos�v d0��o0 0000�700 D�i'.i70m00 oaos;�as�A ©NUM©®®©0 DD�Od00 A000 0 0000E7E�F. �11LUMEMDEIL7omum �0©DOE�70 �D�A®DO ©E7o©©® o�,000E�oo n► I m I__we as Iaw tan - (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. •ALLVALUESTAKEN FROM SAFE LOAD TABEES" BY CAffrCE W MAY 2015 EDITION •ALL PRECA81'PRODUCTS ARE TO W(NBTAEIED PERMANUFAC U BSPECIFICATI(M SAFE LATERAL LOADS FOR OAST &PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOADI I 6WW-6WM SAFE LOAD - POUNDS PER LINEAR FOOT 01 LENGTH — LENGTH 3W (42') PRBCABT 1C15 1024 I= Y4" (4n PRECAST 4'47' (4C) PRECAST 70 M 1309 40' (4n PRECAST Y4• M PRECAST S72 3B1 10T3 4'C M PRECAST " (NJ PRECAST 411 411 745 " (04) PRECAST V-4W (M PRECAST 340 330 61S Imir (In PRECAST " (M PRECAST SD7 721 400 C4• (7eJ PRECABT T4" (WI PRECAST 424 =4 383 r4• (iC') PRBCAW I7s" (112•) PRECAST 3W 02 230 q4• (11r) PRECAST 194• (12r) PRECAST 204 401 140 1C4• (iW) PREGABT 11'4• (13r) PRECAST 290 452 194 ff•r (138) PRECAST 12'4" (1441 PREGABT 244 402 137 174• (144') PRECAST 13'-W (180") PRECAST 217 3W 110 1Y-C (ills") PMMW 14%W (18C) PRECAST 203 293 100 wo (is" WwAST 144r (171r) PRESTRESED N.R. 254 91 W4• (I?n PWAIRE4NSO 1B4' pan PRommm NIL 2M S3 I" (is" PRESTRWED 174" On PRESTRESS NA 1W 64 1rW ROC} MMIREINIED 1" Mn PRE11ITIMIND NA 10 0 1" R32•)poffnmm 211C On KffrRB= N.R. IN 42 me PJlS9 PREBIReNE3D 2r4" Mn PRElInT ED N.R. till 40 W-W RM'1 Pammmm W-r OW) PRE N.R. W 33 W-V R33'1 PRESIRE = (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTONS FOR GRADE 40 FIELD ADDED REBAR. • PRECIT PRODUCTS BY MM 70 MEETOR EXCEED VAWEB STAIMAWM •PROVIDEMR ANdrOF BENSNGPITEAM BIDE OFWBWOWOPMM PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE #: 18-0128.03 L--------- a---------J L--------------- i--------------- i LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774.407E www.abdesigngroupcom AA #: 0003325 q M � a � AID 8 O >stnmlV. ea LOT SILVERADO LOT #16 BLK- #7 PROJECT 04128.001-16071 MODRU 4EBB "1828—CALI" GARAGE eVIDOIN RIGHT PAGE: 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 #5 BAR IN BOND BEAM CORNER �1 REINFORCING OF BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. Q NOTES TO THE INSPECTOR/CONTRACTOR TYP. S"x8' 1>� 1. PLACE LINTEL ACROSSTOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE 05 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT, 4. THE LAST COURSE WILL BE A BOND SEAM WITH (1) #'S BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST 1#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE TYP. 8'k1B' io 5. SHOULD THE DOUBLE BOND WR SEAM COINCIDE TH ALINTEL THE BOTTOM BOND BEAM 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. e. , S. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP. F = FILLED WN GROUT U = UNFILLED IOMINAL # OF #5'S, IN 2ND BOND V1DT" BEAM COURSE 16-1 T/1 ill/c B NOMINAI.—_� HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'S, BOTTOM THAT XFXX-1T/i M108 INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1T/0M/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST '•a310, WINDOW SILL Z s` SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8.16 DBL. BOND P F BEAM W/(1)05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR .. BOND BEPM GROUT SOLID FROM LINTEL TO TOP OF BCNO OF OPENING BEAM 8x8 PRE -CAST CONCRETE LENGTHH O(F BAR WIDTH OF MASONRY OPENING -2' OR BEAM DESIGNATION 2 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS r„e , PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/18 — TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4"18" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 114') S' FROM EACH END AND 1W O.C. MAX. MIN 1-1W EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2- SOLID BLOCKING — 1/4") 8" FROM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA, END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0" I 41 N. RONALD REAOAN BLVD. LONGWOOD, FL 32T50 PH: 407•T748078 FAX: 407-774.4078 www.abd9sWnXmup.com AA#: 0003325 g x a 0 a 4 g 8�8 toll a 8 III aysDiv e# LOT# SILVERADO LOT #16 BLK. #7 P1�OJ�CT 04 —1607 MODZU 4EBB "1828—CALI" GARAON XVID90. RIGHT PAOB: DETAILS 150 MPH EXP. B L AR NO 93723 I D j= 3/08/19 aCALL': 1/4"=1'-0" 9HENT s2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 W/ (9) 1 Od x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED WW (10)d x 1 1/2" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOOD: USP RT1 SA OR LUGT2 W/ IOd x 1 12" 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 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 (4-). S. 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 PSS36, .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 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 1 TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. C:H CU3 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 BRACE TOP OF WALL. 5 3 5 'o IAll I ilk 11 1 1 1 1 �1 II 1 II i 1 1 1 1 - -- - - - - -ATTIC - --�1 1- ACCESS 1 .i 1 1 1 1 FRAMING PLAN SCALE: 1/4" -1'-0" L'3"J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdeelgngroup.com I, AA B: 0003325 N mmBS a C S � B aysDiv & Loa: SILVERADO LOT #16 BLK" #7 P1�OJIICT 04 2 .0 1- 6 7 MODEM& 4EBB "1828-CALM' OARAOs 8WMW - RIGHT FRAMING PLAN L50 MPH EXP. JB Fkwnm Al ABOUCHACRA AR NO M728 DAAT&- 3/08/19 DCA=: 1/4"=1'-O" axra�r S3 A-(1)USP HTA16 TRU: 1 Od x 1 1,7 TO TRUSS, 8-(2) USP HTA16 TRU 19d x 1 112" TO TRUSS DBL STRAP, 1 EACH E OVER TRUSS (NOT 8I- Ix2, 2x WOODFASCIA SEE ARCHITECTURAL 2x SECURED WN (3)16d GALV. COMMON NAILS. lx2 SECURED W/ 10d GALV. COMMON NAILS 12" O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE' OV00 Q,C, DRAWINGS A ALLOWABLE UPLIFT = U:1870 LSS, L:710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L 1310LBS (2 STRAPS) PICAL TRUSS/ Se-GLYI-RDER CONNECTOR(S) SCALE :3°_"° (2) 2X4 Na.2 SYP DIAL 2x4 BLOCKING BETWEEN BRACE W/ 13) 12d,* TRUSSES WHERE TRUSS (DI, BRACE T6 X-BRACING IS PRESENTAT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0" 70 30'-0" (1) "X' BRm-(2)I0d's@EACHTRUSS SEAMS) 30'-1" TO 60'-0 (3) "X" BSECURE 2x8 PT. PLATE (1)"X" BRACE 0 CENTTO BILK W/ 1/2" DIA (2) "X" BRACE DIVIDEDANCHOR BOLT W/ 2' FROM CENTER TO ENDWASHER SET IN HIGH 2. WOOD FASTRENGTH EPDXY 6' SEE ARCHITMIN. EMBED. AT 32'OC MAX PRE-ENG GABLE TRUSSSECURE GABLE TO 2x8 P.T. PLATE Wtl 12d%8' STIFFBACK (AS PERO.C. MAX TRUSS ENG)CONT. 2x4 SECURED WM _ TO BE INSTALLED 10'-0" O.C. MAX SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS � y4-' NOTCH DEPTH intro x� OLE EDGE>5/d" I' OLE DIAMETER < 215ro sGL. s7u0 OUTER 1/3 OF SPAN ONLY HOLE EDGE>5/8" 01 BTM. HOLE DIAMETER PLATE < 3l5•D DBL. STUD STUD NOTCHING (D���- TS 1 I— . - THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED, A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUG72 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME, FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. aAjERNATE MATERIALS # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 1/4" x 2 i/4" TAPCONS TO CONT POURED UJTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/1010d TO TRUSS AND (4) 1/4" x 2 1/4" TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2" COVER Z' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4"=1'-0' d N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.6078 FAX: 407-774-4078 www.abdesWVoup.00m AA #: 0003325 J h b � aysa:v ac La SILVERADO LOT #16 BLK. #7 1P1WJ�CT 4 02-67 1[ODs.'It 4EBB "1828-CALM' 0ARAoa OVIIN k RIGHT PAGl: DETAILS 150 MPH EXP. B nnnm w3/08/19 acA=: 1/4"=1'-0" 921x r S3.1A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSEB AT FIRST TWO BAYS 4'-0" O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) TRUSS (TYP) 0 2f O.C. MAX FOR STRAPPING VERIFY SECURE 24 PT. PLATE TO BLK 'y>: W/ TRUSS PLAN W/ 112" DIA, ANCHOR BOLT W/2" WASHER SET IN HIGH STRENGTH EPDXY S' MIN. EMBED. AT 37OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's B" O.C. MAX CONC. POURED LINTEL COURSE —CONT. 20 SECURED W/ (2)10d's 0 EACH TRUSS TO BE INSTALLED 010'-0" O.C. MAX. GABLE END BRACING W/ PRE-ENG o GABLE TRUSS @ CMU WALL 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774.8078 FAX: 407-774.4078 www.abdeskpgroup.com L AA M: 0003326 8ol- - qua sUDDIV S. LOT: SILVERADO LOT #16 BLK #7 P1tOiSCT 4 8.001-1 7 MOasrt 4EBB "1828-CALI" OARAOS BVnMM: RIGHT PADS DETAILS 150 MPH EXP. B AF4HffECT- STATE OF OF FLU A CRA A4i NO Y9723 Dw3/OB/19 BCA=.- 1/4"=1'-0" s2lSl:l• S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAL. WHERE X-BRACING IS PRESENT AT BRACE W/ (3) 12d Q E0. 4'-0- O.C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) V-0" TO 30'-0" (1) "X" BRACE 30'-1- TO SO'-0 (3) "X" BRACE PRE-ENG GABLE TRUSS (1) "X. BRACE 0? CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -I FROM CENTER 70 END, UPRIGHTS OVER 4'-10"' HIGH AS PER TRUSS ENG) - PLYWOOD SHEATHING, SEE - "ROOF/WALLIFLOOR SHEATHING -FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRU$S MFG. 2. SECURED W/ (3)16d ENGINEERED VNODD GALV. COMMON NAILS. TRUSSES 0 24" O'C, tx2 SECURED W 100 SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 12, O/C AND APPROVAL SECURED W/ (2)12d's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN PRE-ENGINEERED VALLEY TRUSS CONNECTION L SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWiro P.com AA M: 0003325 J O a C se�s� avanty se L071 S ILVERADO LOT #16 BLK. #7 PllOJi7 41 CT 1-16 71 MODULI: 4EBB "1828-CALI" OA tAGZ SWEN0: RIGHT PAGM: DETAILS 150 MPH EXP. B tj DA 3/08/19 BCA=: 1/4"=1'-0" Bill= s3.1c r w GeeLE-END 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 (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE:"Er RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT +-0.18 ROOF DMPIIRAGIM FOR ASPHALT SHINGLE ROOF, USE MIN 7/10' O.S.B. OR 1/2"CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 518 CDX EXT. PLYWOOD, WTH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 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 TENSILESTR. SHANK 8d RING SHANK, 21C' 0,120' 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/7' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR 04MTHNG USE 1/2" CDX OR 7/16" O.S.B. PLY WTH Ltd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM INSTALLED PER MANUF. SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES . . . . . . . . . `v ® J J a , Zw z9 LL � ���y.y.. Y 2 2 V Q O� (NU TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH ENO. .AFTERc OR TRUSS ruGcuccruiNn , �� Mmi��' 11 ROOF SHEATHING LAYOUT AND ENOWALL BRACING FOR GABLE END FRAMNNi M RING SHANK GUN NAILS . 6" O.C. IN FIELD' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING(O.S.B. TO BE STRUCTURAL GRADE ed RING SHANK GUN NAILS a 12" O.C. IN FIELD or Bd x 2 1/Z' SCREW SHANK PNEUMATIC SCREW -NAILS 012' 0.O.JN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL SEW. STRUCTURAL DRAWNGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND PROVIDE 6%AIR ENTRAINED CONCRETEF�OSEDTO EARTH ORWEpTFHt WOOD: ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT NON -BEARING WOOD WALLS TOP PLATES M STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOW) ALL E7Q+Og®EOg60F CONCRETE ARE TO BECiWAF6l�3/4'. ON STRUCTURAL DRAWNGS. APPLICABLE BUILDING CODE STANDARDS: FBCR2017, S1h EDITION ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATE$, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb =1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 5MEMBARSE AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROIMAWFERE INDICATED ON ELASTICITY = PSI. ALL IN CONTACT WITH CONCRETE CONCRETE BLOCK SHALL 0113 COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AI3C SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND 9FAL®VMDiAD1E&IYE TAPE TREATED. THE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NOPFSTRUCTU7AL USES D, A ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND F0RM-W10RK SHALL BERATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOVM. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH ACI 347, W DDT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWNGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, 81h EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH 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 70 BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2. STRUCTURAL LUMBER 1 THE STRUCTURES 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 02. IS COMPLETE, IT IS THE CONTRACTORS 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 WTHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE470WS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE AG WOOD TRUSSES. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE SUPPORTED WITH 2' CHAIRS SPACED 3'-O" OC, EACH WAY. TOE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE'NATS DESIGN SPECIFICATIONS FOR REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS, DESIGNS STRESS -GRADE LUMBER AND ITS FASTENINGS'BY THE NEPA. TRUSS DESIGNS FOR$HAS BE SIRAWNG. . SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DAWINGS. 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 A815 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT4XPPEOGALVANZED. DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRIDATE, AND ERECT WOOD TRUSSES IN ACCORDANCE NTH TPI-14, "DESIGN NATIONAL FABRICATION HORIZONTAL AND VERTICAL BARS SHALLLAP 6 x BAR NO. UNSCHEDULED FIELD DULED LAPS ARE STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND SCSI 1" ROOF: LIVE LOAD FLOOR LIVE LOAD 40 pef SUBJECT TO ENGINEER'S REVIEW. ETALTCA COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAIfLATECONIJECTED 20 pM TOP CHORD +IwcanwrreM TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" WOOD TRUSSES. 10 psf BTM CHORD +Ia wourveM - 30' #7 BAR • 42" PROVIDE 38'x 38' CORNER BARS, BOND BEAM ONLY,#5BAR LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQURIW ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1-1982. 15 pcf TOP CHORD 20 Oaf TOP CHORD ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, (7 pef W ASPHALT SHINGLES) (10 pef W No GYPCRETE) THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. 10 psf BTM CHORD 5 paf BTM CHORD MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE DEAD LOAD TO RESIST W ND UPLIFT: 10psf WALL, CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 Psf TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pef RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL WNO DEAD LOAD SPEED AS MPH 3- SECOND GUST INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF 8 FLOOR LAYOUTS PROVIDEDON THESE PLANS ARE TO BE USEDAS A GUIDE FOR BEARING (ASCE 7-10 (PBS R2017) EXPOSURE B, RISK CATEGORY II) DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT SHOP DRAINING REVIEW, WITHOUT THE APPROVAL OF THE ENGINEER. AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NIOTIFlEDTO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE NTH THE GE3IGNING INTENT COMPLIANCEWTHT E ILL BE REVIEWSENTS MASONRY: PROVIDE ENGINEERED SHOP DRAWNGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION OF THE CONTRACT Y. I7 SHALL BE THE THE CONTRACTOR TO VERIFY MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOW NG COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. .SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5frMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIORTO SUBMITTAL TO MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FAGUTATE THE THE ARCHITECT. DRAWNGS SUBMITTED WITHOUT REVIEW W U. BE RETURNED UNCHECKED. PUSU SHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON_ TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE ENGINEER. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fM - 1500 PSI. BLOCK SHALL BE PLACED USING THE TRUSS 70 STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SIAERCTORE IN ALL INSTANCES, THE CONTRACT DOCUMENTS ITIN GOVERN OVER THE SHOP DRAWINGS RUNNING BOND UNLESS OTHERWSE NOTED. LAYJJP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE OF THE DELEGATED TRUSS ENGINEER. WHO UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING W ND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER $WALL BE RESPONSIBLE FOR CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT. PLACING CONCRETE FOR WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-478; AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNB.ESS FOUNDATIOW Srm PREPARATION: 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 8E "LISP STRUCTURAL FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,OGO W, COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8' TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN TYPE'V' OR "S' MORTAR $HALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. ACCORDANCE WTH ASTM D1557. TREAT ALL SOIL FOR TERMITE PROTECTION PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERNSE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO•TECHMCAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS CELLS TO BE FILLED. FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN REINFORCING. CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER UP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERSI, U.N.O. CONCRETE' STRUCTURAL STEEL: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DEIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, I 2,500 PSREGULAR WEIGHT FOR FOOTINGS, AND SLAB-0NGRADE 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ,00 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5' STRUCTURAL TERRACE SIAfl ASS, Py = 36 W FOR ANGLES, PLATES, AND W4HHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 kei. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S. Fy = 35 IM. TUBE AND PIPE CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, MITE HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PROR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL FOR SHALL BE CONCRETE -FILLED IN THE SHOP. NOTE(CEEDSN - PROR TO THE ADDITION OF PLASTICIZER 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 CONCRETE9fiALL COMPLY WITH ALL THE REOUIRBIBNrs OF ACI 301 AND ASTM C440R BE TIGHTENED IN ACCORDANCE WITH THE TURN-OFF-TFE-NUT METHOD, MEASURING, MIXING, TRANSPORTING, ErC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JAOLTS ARE TO BE STEEL TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT WEED 9D MNURES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MMUTES, THE CONCRETE 94ALL 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 THE ABOVE REQUIRED CONCRETE COVERAGE OVER FEW SHALL BE AS FOLLOWS A 3' FOR CONCRETE CAST AGAINST AND PERMANBHREXP Y OSEBTO EARTH UFOUIDATIONSI B, FOR CONCRETE EXPOSED TO EARTH ANDORMATHER 1-1/2" FOR NS AND SMALLER 2' FOR #8 AND LARGER R C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4- FOR MARS, WALLS AND JOISTS 142• FOR BEAM AND COLUMN PRIMARY REWFORCBMBNT, TIES STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPPUGnON am wm SPADING REMAF(8 PPPUCATION 812E TYPE eMGNG REMARKS 1#PTFusamoro MlSONRr r DONS. cABEINROENEOCGL NML1 —LONG. g O� oARraE maR axyc TOMAeONRYttDNC. BEE CETM SEE DETPA eEE DETAx BEE DETNL BOO, K. EXT DOORS CASEfMRDBHEDCOIL a"GC WMCDYADDORI FA61@1® ONHA3E ODOR EUGf SEE DETAx SEE DETNL BEE DETNL BEE DETAIL 1x PT, 8EENOn:S NNLI IYY'LONO. STAOO HIED INTO MA80NRV/OONC TO MA90N2YlWNC. Wwoow MJCK cABE HArmaeOcaL e•ac wW00YYDD0r1I FASTENED METAL sr . CONTACT THIS ENGINEER FOR SPACING 1:P1,—NOTE. NNL—LONG_. arAOGEREo iNro MAgorRrmND MABONRrrcaNc. REQUIREMENTS EM aYWOODOR BUCK 2. PT, 8EENDlEB (2)y18gN NO WA91Hi -ipIKOM FAgr4B1 18,E 11/Y EMBH). B'@II DO-. 11/YEDGEd3i NONdFNANG VAOO WALIroCONS. BlAO 1(P El0•N190N 2— VEMSED. x"HD W/WA910t BOLT GIST.. I'EDGE 09f h PrwWDOw BUG( a.1 lBy21.8" V- I-ENO.M.II- PrTOaNELWL.6EE WI WARNER BTAGo.. EDGE Q4t O— IWLE8 SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/ OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4, PAF SHALL BE HILT 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 DETAILED ABOVE 6. W NDOW AND DOOR BUCKS SHALL BE AS NDE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Tx MEMBERS ARE NAILED AND Zx MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdosipgroup.com AA M: 0003325 �se�eSol SILVERADO LOT #16 BLK- #7 PIWJWT 1 0 — 07 14Loaa71 4EBB I'1828—CALI" 0AP-4,0a s111rW0# RIGHT PAC& DETAILS 150 MPH EXP. B 0 3/OB/19 scA.Lm-1/4"=1'-O" S NZ "I'D ��Ilv A-,