The URL can be used to link to this page

Home My WebLink About7101 Silverado Ranch BlvdJ � 1828-4EBB-CAL19 HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tal= (813) 740-9720 Fe.x-. (813) 740-9715 11 ` ` G" V � A �1 ` NORBu„� �9 V c`obes F jotApLE scm-'o p�YgHw-s to ov 'es V11w ®ACE YRH 614 ®F ��RH N ,�M�NER P� • STATE OF FLORIDA " CERTIFIED BUILDING CONTRACTOR: - D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 813 740-9715 FAX: ( ) DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FBC RESIDENTIAL 6TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE BTH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES *OCCUPANCY - RES[DENf1AL4 GROUP R3 :CONSTRUCTION TYPE - VB 111N. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vulc=150 MPH VBBa=116 MPH -EXPOSURE — B •1-STORY RESIDENCE — •2-STORY RESIDENCE - WX. HEIGHT AS PER LOCAL AND STATE CODES ABV. uc ADJ. ALIT. AMP, BD. CL cI"BG CIR CONC. cPT. C.T. D. DBL D.G. DIA. DIM. DP.P DR D.S. D.W. ELEV. EQ. RXH. EXT. F,GJFX. F.G FIN FLU. FRDR FTG GA. GAR DISP. G.F.L GL. GYP. BD. H.B. B.C. HDR HOT. OR Hf INT. INT. ILUM. M.C. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CEILING CLEAR CONCRETE CARPET CERAMIC THE DRY FR DOUBLE DUAL GLAZED DIAMETER DIMENSION DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT ORCOTINTERRUPTER GLASS GYPSUM BOARD HOSE BW HOLLOW CORE HEADER HEIGHT INSULATION RTTERIOR LAVATORY LUMINOUS MEDICINE CABINET Mm MANUFACTURFA MIN MINIMUM M.T. METALTHRESSHOD MTD MOUNTED MTL METAL N.T.S. NOT TO SCALE O.G ON CENTER LINE P.B. PUSH BRU TON PH PHONE PIT. PLATE PLYWD. PLYWOOD PR PAIR P.T. PRESSURE TREATED R. RISER RAD RADIUS RA-G RETURN AIR GRIM REF. REFRIGERATOR R.O. ROOUMH OPENING S.C. SOIIDCOREEXTDR S.D. SMOKEDETECTOR A SINGLE HUNG SHT. SHEET SHTHG SHEATHING SHWR SHOWER SUM. SIMILAR RL BLINDING SL. GL SLIDING GLASS STD. STANDARD SWS SHEAR WALL SECTION TEMP. TEMPERED GLASS THIC THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE T.O.S. TOP OF YPICAL B TYRUK TYPICAL U.N.O. UNLESS OTED OTHERWISE V.P. ROOF W, W WASHERSHER W/ WITH WD. WOOD wow. WINDOW W/H WATERHEATER W.I. WROUGHT IRON HT]RON DATE DGIQRIPTION dabro CDBMMBIED ARCHITECTURAL SHEET # DESCRIPTION VAW MIT PLC WIDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2D-ELEVATION "D" PG El -ELECTRICAL PLAN PG Pl -PLUMBING PLAN PG Ml-MECHANICAL PLAN PG Dl-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 WA8-WALL ASSEMBLY DETAILS &A" COS -M &D RE SWIM SDWS M"AW* ADDED �,AB WIRE-IBBBED 04M10 FOOTMFIEVBIONPERMEXAd amAB COB SE-MMBIED 02ABAB ADDED CUIBLEBB FOOTER AT &ARAM DETAIL (FORT MYERS) O WAS PLAN MAN119010E 03/Aft 0MYNED LNTEL 6M AT flWIT DOW DOOR *STATE OF FLORIDADTL. PROFESSIONAL ARCHITECT:EA. DAMES J. CANTWELL AR N0. 12079 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 004A8 ADDED ADDITIONAL RECEPTACLE IN GARAGE PER BILL BATSON (VEEi; SQ.". CALL. S ma4/M REHBEO WAC vex M ON OW CALL BCNEDLLE TMELW mmA% ADDED 'E MWRMOW DEEP FOOTEWDETAIL 12MIA(ORL) LIVM 1,828 SQ. FT. 4s® �• FT. ENTRY w sa FT. LA"gyI ea FT. TOTAL 2a62 8Q FT. OIdQ/IB ADDED LED LKsliT6 • KIrCFEN s BATN PER MARK BOBES VVWMADDED BTOME OPTION ELEVATION C M D (TAMPA) STRUCTURAL SHEET DESCRIPTION PG Sl-FOUNDATION PLAN r PG SlAA-DETAILS PG 51.2-DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.1A-DETAILS PG S3-FRAMING PLAN PG S31A-DETAILS PG S31B-DETAILS PG S3.1C-DETAILS PG SNi -DETAILS DRAWING / CONTRACT DOCUMENT RENIEW BY B L, L THE BUILDER ASSUMES ALL FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROTECT BALD ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN IT(ONItOFTO ARCHITECT OR ZGI E FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN IEESSOPTAIN TT�YI NNEDIGNGRUTAM NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO 07*9 HAVE noCENERAPED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. A N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdeslgngroup.com AA #: 0003325 , y ppWa w p UUW lu 6 summiv aLOT SILVERADO LOT #67 BLK. #6 PIROJMDCT 041 .0 2 6706 MODSis 4EBB "1828-CALF" GARAQU SWI 10: LEFT PAGE: COVER SHEET %J50 MPH EXP. B Bqf#t*: 1/4"=1'-O" j C1 GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10, ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDAOR FABRICATION OF THE WORK. 5. THE ARCHITECTENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGEDOOR 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.&I: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLSE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1,3181NCHES THICK, OR 20-MMNUTE FIRE -RATED DOORS. 3. AS PER SECTION R30252: 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 (0.48IvM SHEET STEEL 1- FAN. RIGID ON -META W C CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R3026 & TABLE R302.& THE GARAGE SHALL SE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAW% -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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN MNCH GYPSUM BOARD OR EQUIVALENT. SITEWORK 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, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE S(TE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHFFECT. 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 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) B. EXCAVATIONS TO BE A MINIMUM OF X- 0" BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL IL EROSION A PER ALL AL AND AT U C 0 SOS LOCAL N STATE REQUIREMENTS, 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICK)ES, 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." TPAW 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-2014) E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6. WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFAVALLAIOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUYlNG 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 % 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 SHALLCONFORM TO SECTION P3DD5.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTIONP2903. 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. EKTIHt10R WALL CCVERIM 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R3012(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXiBigR FINSHM 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,12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-1 to & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11A AND R703.7, 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 ADMINISTRATION SERVICES ARE MjO A PART OF AS DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WALL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. EVEERM C19UM 1. EXTERIOR CEILING TO BE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 12' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774-4078 www.andesWigroup.com L AA 8: 0003325 e.Well p Uya 0C 0 W 0 Q ays0><v ec L+oT: SILVERADO LOT #67 BLK. #6 1pnojwT 04 8 01-6706 MODUTA 4EBB "1828-CALM" GA1t"Z aV►naG: LEFT PAGM GENERAL NOTES 150 MPH EXP. B CONTROL DATE: 07/23/19 (CM) m 9 „- 3SI-B' II I, opplo - o - It - - - - r n I' 1 IV, - polEttEtlIn - - £�7 O i, \ M NoME -i� - n i mill,In 0 - �� ® - • ff II - o - M_ j►1 . -I PER 15LD& - CODE p - Emi., i n gi - • - OMAGH o - ON oTRANS. 3 cCIA - Dl�tto IoIttllo � I� olttttEtol�nittttElio nuuututl SQ.FT. CAWS LKIM 1,828 eta FT. GARAGE 430 SQ. FT. ENTRY Ib SQ. FT. LANAI SS SQ. FT. TOTAL 2362 BQ. FT. COIf01®Q AID CLADOIIQMD LOM tAN mBmmIlImillE OIDom OFBtIa 104NE >DIE RO MHMD t1110 IBMIIE RDTIFE FGOTANE MIN. WINDOW I® 5 24/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA W010 O.W.D. 112 9 2DA/-22.1 BASIC RIND SPEED MPH - 150 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.-H, EXP.-B, BEAN ROOF HT. - 13'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR STH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL RIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIDIIDLDATB wm C DOIL TOP PLATE 9 �n rA`\BAR DETAIL OIARCH DTL. FLOOR PLAN SCALE: 1/4' - I,-0' NOTE! -2-8 LOLIV. 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 OPENMGS DETUEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) IN THICKNESS, SOLID ORHONEYCOME!-CORE STEEL DOORS NOT LESS THAN 13/8' (35 MM) THICK, OR 20-MIMITE FIRE -RATED DOORS. r% U41, N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 LwwwFAX: 407-774-4078 .abdes*ngroup.eom AA 8: 0003325 u 0 0 a ou=IV. at LOT. SILVERADO LOT #67 BLK. #6 ]PROJ3111IM111111 04 28. — 70 1 uo]Dzu 4EBB "1828—CALI" GAXAG3 sMING: LEFT PAGM: FLOOR PLAN 150 MPH EXP. B 0 =1 BLDG. HGT. CTYP.I ' (TYP.) �4 EQ. EQ. 941114GLE ROOF FYPON L'.12X24 OR EQUIVALENT A 1 FYPON - aKTIDCIl OR @ EQ. EQ. EQUIVALENT i� 4 S i C B W-8' DR3. W.T. _—_ _-- ----- _ -- _ _---- 8'•8' BRG. HOT. OPT. COACH IIE LKsNt \ I CA TIVE 4 DECORATIVE 9 SPUTTERS OR EQUIVALENT 9 m m ITrr. a g 4' RAISED BAND (TYP.) a;fl 0'� ® LR FRONT ELEVATION SCALEF V4 • 1'•m' TEXTURED FINISH NOTE, U14LL FENESTRATION rLASHING AS PER FpCR R103.4 OFF RIDGE VENT OFF RIDGE T AREAOFATTIC = 2*4 Sa FT. NErFREE Va4T1ATION AREA RED01R8) = V3W REOMMIMMMIATIONAREA = 236413M = 728 VMT ATR1NAREAR S0. IMMES PER FT. 11441 = n3472 SO. IN. MN.WWRIDV@IRIAWN = .S% 113472 INWMPORTIONOFATnC 993664IN. OFF RIDEEVOMATION ARFA n5 SO.IN. FERVWr 5036 /115 W MIOF VENTS REOIRRED 4mw FERINVIEI WEIIOR c -IGT. ,�8'-8' BRs. T. FLR I I -------------------- iv I I 0'-0' FIN. FLR REAR ELEVATION SCALE: 1/4 • I'-C' TEXTURED FINISH OFF RIDGE VENT I-0 fV 01-01FIN. FLR ________________________ _______________ LEFT ELEVATION SCALE. V4 . 1'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT W-W BRG. IF Ll'a a r � 0'-0' FIN. FLRi._ _-----------------_—_-------'--------'----' 0'-0' FIN. FLR RIGHT ELEVATION SCALE: V4 . F-0' TEXTURED FINISH 8'-8' BRG. HGT. 0'-C'FI1,L FLR I 2' I I I I I I iv iv I I I I I I I I 1 DECO. DTL. L441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdosWngroup.com AA N: 0003325 ts o p is u m • w WW IL1� Q a A atnmly all TAT: SILVERADO LOT #67 BLK. #6 PROJLCTa1 04 2 002-67 6 MODZI, 4EBB "1828-CALI" OAPtAaa ININDdO: LEFT PACT: ELEVATION "D" 150 MPH EXP. B ARCFrr s STATE OF FLORDA A2D ELECTRICAL LEGEND SYMBOL DEPINITION NOTES -e OW ouTLET 20 AMP W40A POLE IIOV CUTLET MY CUTLET V2 OP Oump Now w o nov oun aT ROUN�aPI PALI KMP%r WOOD PINWAW rrPS) 220V OUTLET (4)IRl CONIC" NW WATEWWW Cum" GID=o PALT NIOWSPTIR SYSTCN SWTCN 3 UJAY OPER �4 OUTCN 44UWY OP4-R 0 Lion rNOlrAreO CELN6 LIGHT © LED QA LJONT O VP VAPOR PRO? LISHT Op ITICEnED CAN UAIL scar= PIf4RIND eYpR. PAN I cm POt ea n. PENT. — UN.NSHT 1 oM P>Tt aG n. nr=cs TOD Err p[t 14u.w SRAr ® [ L ) AROI►O AItOUO [ Mll'J �_( r n)CIaGEM 4' PLUOfNlN p --e-�- 1 C 4' TRACK LOW G� PAWL PETER • S.D. aMDIE DaTEeTOR YTT- aAac.,r �NyOpy` WALL MQUMW &IOKK DlncroR ®CARBON e)co PWMCk rcm wroame 00100 tl1EGlIR m'ME GON; `ouwT,wx OP NOT LESS TBN 4- PENDANT LIMY LIB NATURAL 6N . TO,EniONE Aux WATM WEAVER DRcaNaT NEW—, vocomaw �••� TELENNON JACK Ns EON JQ J•=OIc tO K WTORTED N AOCOIOAS W EON O AS Such Pat w R SUPPDR ew N QRItl, PYbLISHT ACCORDANCE W OOK AS SUCH PER Anna 24- LOW STRP nnnnnn w NGWubcom LOW StW nnnnnnee v. Na.Sgacm LAW? ST" 1LOCD LONT CPL So" N=YPAD • PNL now-m-N TOR call on PORT • LOCATION OF Tv JACKS A PIIO! OUTLET= A PANS TO R VAlPOD • NO•IEOVA R Pm-COOTRUCTION MEETNI • ALL O A W Al'P RRAICH CStGIITO TOR ARC PALT PRDi[Oilp PER ELECHOCAL PttOVOIOFO CP m A1Y RDMIOi (MM) A N� 7Yl! 7Allt mIT1OJ • 20 AMP DEDICATED LAURY DCIRCUT. • On • ISLA D MOT ON KITCJ✓@I CSCUT) • "Come= TO OR LOCKOUT N PAPA • SAM40C 1 DUTAUST PAN TO HAYS Kk CAPACITY OP 00 OM MElvin7 NR PER B.ECTIWC•AL PROVNIOO OP SECTION mwJ% PROS ATu NTOITIOA rDnni • LAUMCW ROOM MCJ!P'TAC .1 SHALL R d'm r^ LT CSSCUM-S41ERU"M PTCTECTION rm • Bl ft HETNORD SMALL BE NCN FITALLIC CABLE FM ELECTPICAL PROVINONO OP PEr.)S ATN ED 2= • ALL UDISC TO COPMY USTN E ECTIWCAL PROV00 O Y TK Pesos Atu m nseTli MY SIX-MEIR AND TN 0 LtlAATNR FIAT Y QtR4T TAP! PER -------------------- --- -'-� OPT. COACH LIGHT ELECTRICAL PLAN SCALE, 1/4• • 1'-0' MTD. LIGHT TO BE INSTALLED, PROVIDE J-BOX FOR OPT. PAN I r-vvv, l LED LIGHTING C SINGLE LAV. IS DATH A2 I II• I I I I I I � I I •L I I I I p I I L � I a I I 1 I I LED LIGHTING ® DOUBLE LAV. OUMIWS DATH © Ems ESLfEESEaR�_�>�SS�SSS� m EEREER�SEEE�EOf i®E�o�s-mom E®SSEMm�EEm EOa mm�---moo©o O saoo-- N Enlm '- sOSEa ofa Num ®0© OVERSIZE --1�mo 111111 om 000asaum E®Om ®00 Tom 0110111111 mm�Q 00 ©o©mom ElfEE7 ^2S':Z'�r>•fFf EEREEO�EE7EER11 EE7OQT1•^�1'TSTEEEEEEEfEE7EOf11m ti7SOSO �Y� O fFI• f�0'�lf�-fn f7Y1 '�i� .r .'r W, IS W, IS EER mm1��E>>mmum EEREEEO �EEEEEREE}a oor—r--�:�ssoss© >ummmc �EEREEREEm YY YYYY ��Amw Al.:A�L�W��l, �YY� llfMull oEYa>• �� " sf�a 011UZ E = 0 0 E m 0 tom.^„[T'T7 152 AMP ELECTRICAL RISER aOiRAL NOTM A ELECTRICAL MATERULS, AND 00TALLATI" SMALL COPLY =ITN ELECTRICAL PROYMM" CP THE sCdJtW 12 LOCAL =00, AND ALL LOCK Pa1BR IS ALL CCOVUCTORO SMALL BE T"M TM MR$" UW06 NOTED OIII100000. PROV00 ."to ON. "" • Fla CU N 2' CONDUIT On 3 we AL. THM • w CU N r CONDUf. (cOMWT TO TOETHATI AROVE SOM • OYERNAN&J comes"TION a>lwo= DaCQ1eCT asRGH AND M SLECT00 M=T=R N Nl7A aR IN0.000IN TO.Er1" aERNCt GALE NLVISIOH ECOA-ml EO4PPlIIOfIRYd NTOtlT1NIM Oa cea TEIWWu1 AT LOW VOLTAM CONECTI" I •t OI SERVICE CROUW0 CONECTED 70 CONORM IMMASED POOTIR STEEL PER ELECTRICAL PROYOIO S OP THE E'JM&IE EQ19aL0lD2 NWDU N 0 A LOWS 001M Ot CLAD GOAD ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407.7748078 FAX: 407-7744078 www.a bdosigngro up.com AA a: 0003325 1417 O t= Tu � a BUDDIV. aE LOT•• SILVERADO LOT #67 BLK. #6 04128.002-67061 MoDzu 4EBB "1828—CALI" oARAoa BVtMG* LEFT PADS: ELECTRICAL PLAN 150 MPH EXP. B STATE OF FLOF�A t. E1 -1 2 vne IC` V2• \\ r 1 urc 1 ,t 1 LAv 12 � 3 2 SNWR I J v2. 2 WASbER /I J KITCWEN sw W/ 2 AUTO VENT Tina ll i la�r� I PLUMBING RISER DIAGRAM PLUMBING PLAN E, V • P-O• TUB TO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdostgngroup.00m AA0:0003325 a Q4� 4 sumiv. as LOat SILVERADO LOT #67 BLK #6 M412 0T0t-6 1 ac0asrl 4EBB "1828—CALL" aAPtA0Z 8VIEWG: LEFT PACE: PLUMBING PLAN 150 MPH EXP. B ARCHMEM STATE OF FLORA z JAIr68 AR um pw 8/20/19 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT 64ALL BE PROVIDED WTH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL ISE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITN GLASS PAIS 4 MASTIC, AND INSTALLED AS PER FBC 6TH EDITION (20n) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL ISE APPROVED UL 101 CLASS 1 AIR DUCT AS PER NFPA SCA 2-3.1 4. PREBH AIR INTAKES 814ALL NOT ISE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER PEIC 6TH EDITION (20n) MECHANICAL CODE SECTION 6m 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRICTED IN ACCORDANCE TO FBC 6TN EDITION (20n) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, 6140WERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH PBC 67W EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXISTED BATH ROOMS, SHALL NAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 3 ALL FIRE RATED CEILINGS AND WALLS OHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE86 DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 69". 10. GRILLES AND DIFFUSED &HALL BE PROVIDED WTH BALANCING DAMPERS. 1L DRYER BOOSTER TO BE A FANTEC 4 DBF BOOSTER FAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY (P0 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIPFLISER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LNE- SUPPLY TRUNK BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR ODD O CEILING EXHAUST FAN RCEILING EXHAUST FAN 1 LK-HT O/A OUTSIDE AIR 8 THERMOSTAT I9 PASS-THRU AIR GRILL NOTE, ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUy ? y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE eLAB %XI 1/4' SNT. MTL. SCREW& SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE DRAIN 3/4' DIA. NOTE: MAIN COND.ROM OVER HEAD • 12'F STRUCTURE EvAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM/T[ RETURN CONDENSING UNIT TRAP DRAM LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 6TH EDITION (20n) MECHANICAL OLD& CODE SECTION W12A HVAC DRAINS SCORIATED NICKEL FIN. FLOOR CUNNK OTERSU BRONZE FL. PL. OR WALL CO. PLUG FITTING OR EXTENSION TO &OIL OR WASTE AS REQUIRED //--WADE 8240-K JOSAM 560mm INSIDE SERIES NICKEL BRASS TOP CAULK P.V:C OPTI/SPEC OFLOOR SLAB CLEAN -OUT (TYPO FIN. GRADE OR PAVING SEE SPEC, P-8'X5' CONC. PITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED �EXT. GROUND CLEAN -OUT (TYY FEE MECHANICAL PLAN SCALE, 1/4 - I'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL 15E INSTALLED AT OR ABOVE F.P.E. ELEVATION. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-774-6078 FAX: 407-7744078 wwwsbdesoWoupmm AA 6: 0003325 C t k W IL W 0 ID 4 O'll gg g a stnmly ac LOT- SILVERADO LOT #67 BLK. #6 PllOJECT 04 2 . 2-6706 MODZIA 4EBB "1828-CALL" GARAGM sWING: LEFT PAGIL MECHANICAL PLAN 150 MPH EXP. B Aft** ECT: STATE OF FLOA®A r jW 8/20/19 M1 2X4 TOP FLATE lol PRE-FAIS TRU66 Vl' CLG BOARD yr DRYW4LL —�� T- r 2X4 WOOD STUDS 024' oa FIN. FLR -: SluvD IN PARTITIONS SUPPORTING ALL HUNG PLUMBING INURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN W O.C. OR, NOT LESS THAN 2x6, WHEN SPACED NOT MORE THAN 24' O.C. (�j:)TYP. INT. WALL ( NON— BRG. ) 21 SCALE. 3/4'.I'•0 FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWSll ON I}' O.SJL SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER m ELEVATIONS TOYP.H. VENTED SOFFIT • I I I I IR' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5/S' GYPSUM BI OR 1/2' HKaH STRENGTH CLG. BOARD 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- 5 (2) COURSE DO NOT CUT THE BOND BEAM REBARS 2Aa PIPE THROUGH BOND BEAM D1 SCALE: 3/4'-I'-0' ENERGY CODE FORMS ATION R-VALUES iRENCE STRUCTURAL ELEVATION R-4.I INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. PURRING — STRIPS • 24' OZ. e' Cm — 1/2' GYP. WL. BD: WOOD BASE — 0'-0' FIN. FLR,_ _ e. a' .'a • 4' n W/ WINDOW OPENING FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW&.0 ON J' Ohb. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRU88 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. . /svT) WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF SLOPES 2:12 TO LE88 THAN 412, A 4 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE. s/4•.r•o' 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 615'T w o.Al Lm cm W-6maLm .000..w 2B GAS LINE THRU BLACK ae4:.�, •.r. FIBERGLASS SHINGLES OVER 30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.0 ON I' O.SA L SHEATHING OR k COX PLYWOOD SECURED PER FASTENER SCHEDULE TYR MTL. DRIP EDGEJ O—A 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE•ENG. 4=WED WGABLEEEP &GREED 2x P.T. SECURED PER STRUCTURAL DETAILS i!w�wTiTiTiTi�4!wTiTP�Ti�4�yV / Iua s GARAGE DOOR JAMBS D1 0-CALE:11/2'•I'-fd' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS BTIFFBACK AT ALL UPRKaHTS PER STRUCTURAL DETAILS PRE-ENG WD.TRUS& CONT. 2x RAT RUN SECURED PER-/ STRUCTURAL DETAILS --/// SEE ENERGY CODE PORMS FOR INSULATION R-VALUES J,PER ELEVATION SW GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 NSULATION WINDOW ATTACHMENT AS PER MANUFACTURE& SPECIFICATIONS Ix2 P.T. FURRMG— STRIPS • 24. O.C. 1/2' THICK, 2 COATS-- 1/2' GYP. WL. BD- FOR. LAND CEMENT PLASTER APPLIED WOOD BABE — DIRECTLY TO MASONRY 0'.0- FIN. FLR a, CMU d.. a 4: n W/ WINDOW OPENING FIBERGLASS SHI1421-E8 OVER -W FELT PAPER OR SYNTHETIC PRODUCT, METALLED PER SECTION RWS.1.1 ON I' ass. SWEAT14MG OR I' COX PLYWOOD SECURED PER I._®. FASTENER SCHEDULE T P MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATION& VENTED SOFFIT \—PRE-ENS. GABLE TRUSS WEEP WOWED \-2x P.T. SECURED PER STRUCTURAL DETAILS V2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I%� 0-0' FIN. FLR n. . n TYP. WALL SECTION NO OPENING 5 1—STORY GABLE BLOCK WALL VSCALE, 9/4'.I'-o' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77460TS FAX: 4OT-7744078 www.abd--tgngroup.com AA M: 0003325 4 1 EtulwiV. soLOTS SILVERADO LOT #67 BLK. #6 FROJEOT 4128 — 7061 MODEIa 4EBB "1828—CALI" GARAGE XVIMN0: LEFT PACE: DETAILS 150 MPH EXP. B ARCHnt-aT: QTATE OF FLOFMA Z D� 8/20/19 1 1 A -MOLTS 4' A'BEDMSLNT MN. EVDLY FROM R.00R TO O�_Q m 9�Limmmmme0 mmmm ®I X1 // I IN WV CUT NAJLS. SIDES 7X6 d:MAGE DOOR BUCK WV (S) 6 JlW A -MOLTS 4• V DEOMWI MIN. WV 2 W A WAGNM AND NI:T SPACED EVDLY FROM RLOOR TO GARAGE DOOR NDI! N JOINTS PRIOR TO FILLING. 1-2X6 Pr BLOCK • CANTER Q ® DOOR HEADER W YI)JSW' J-BOLTS 4' EMBEDMENT W/ TW W WASHER AND MIT. ® �HIOTES. ALL ANC LANCE O CII M~AAERB NSTALLAtWN MTN=TfCN1 BMW SUCH NBTRUCrW" ARE RE MOSTRINGENT GARAGE DOOR 1 BUCK ATTACHMENT 4GAY. w'.r; TLV 1'X4. OR I"Q' P.T. NAILER a 1.4 P.T. OR IY4'X4' MIN. SECURE THRU FRAME 4 EXTEND I-Y4 INTO BLOCK W/ %' TAPCONS (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Ys' WITHIN W OF EACH END 4 WS' 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 Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 >S +3 4 +5 4 A SCALE: KT . 2X4: m SECURE TO ISLOCK W/ 1U(s' TAPCONB OR (MIR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I i'4) WITHIN 8. OF EACH END 4 IV O.C. MAX SPACING. 2Xb:m SECURE TO DL W/2-%' TAPCCNS(MIR BANK SIZE 145 MIN. HEAD SIZdVM MIK EMBEDMENT IV) WITHIN 8' OF EACH END 4 9• CMU Ia' O.C. MAX SPACING. A' DRYWALL 2X8,® ❑ I'X4' OR I'sO P.T. NAILER SECURE SO BLOCK W/J.%. ��TTARCH CASING TAPCO (MIN. SSIZE .146 MIN. HEAD SIZE 300 JAMB OR WINDOWMIN. EMBEDMENT I Y4) TO 2X PER WITHIN 8. OF EACH END 4 MANFACTURE6 DETAILS, 16' Orl MAX SPACING NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +1-1 2" %n1 1FGID0IT TO BLOCK +1-1 2. 2X4m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y1) WITHIN 8' OF EACH END 4 NOTESTRUCTURAL 2X G 10' O MAX BPAGIN6u MUST BE ON OUTSIDE 4 2X6�m SECURED THROUGH TSECURE A TO BLOCK W2-V NON-STRUCTURAL i(s' EMBEDMENT TINTO BLOCK MIN. SHANK SIZE AS EMIN. MN. HEAD SIZE 300 MEIED MIN. EMBEDMENT 1 Y49 Lr CMU WITHIN 6' OF EACH END 4 'DRYWALL W O.C. MAX SPACING. ZV" P.T. NAILER 2X64M SSEA� STO BLOCK W/2.%' WO.S.B. X 4' MIN. (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I ➢4) ATTACH TO 2X PER WITHIN 8' OP EACH END f MANIFACTURES DETAILS. IV O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y; ) DOOR JAMB TO BLOCK +1-1 18" tRNDOR TO BLOCK +1-15/ S' " SCALE. N.Tb. 2X4:m SECURE TO BLOCK W/ i%' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENTIY4) WITHIN 6' OF EACH END 4 NOTE: STRUCTURAL 2X M' OG. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK WV2-Vs' NON-STRUCTURAL i(s' TAPCONS TAPCON MIN. 144 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 14.) S. GMW WITHIN 6' OF EACH END 4 Jf• DRYWALL ID'Or- MAX SPAGN Ys I'X4' OR I'X2' P.T. NAILER SECUR SEA PTO BLOCK W/2-i(s' CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" DOOR JAM15 OR WINDOW MIN. EMBEDMENT 1 Y4)_ATTACH TO 2X PER WITHIN 8' OP EACH END 4 MANUFACTURES DETAILS. IS' O.C. MAX SPACING -/A NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +2 1/4" A. TO BLACK +2 1/4'KT 2X4m SECURE TO BLOCK W/ Il(s' TAPC010 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X Wcm MAX SPACING. MAT BE ON OUTSIDE 4 2Xrm SECURED THROUGH SECURE TO BLOCK UYt-94'TAPCON NON-STRUCTURAL V MIR 1414' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 300 . cmMIN. EMBEDMENT I Y4) DRYWALL WITHIN 8' OF EACH END 4 'X4' OR I'X2' P.T. NAILER IW O.C. MAX SPACING. 2Xbm SECURE TO BLOCK W/2-%' TAPCONS DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 3" MIK EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER u1. or_ MAX SPACNJCs. MANUFACTURES DETAILS. WI4. 41M A6 ® TO PUM.W*f W4 A'1 DOOR JAMB TO BLACK +3' r� 11B(DOM TO BLOCK +3" 'J SCALE: N.T.S. 2X4m SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN a' OF EACH END 4 NOTE, STRUCTURAL 2X W O.G. MAX SPACING. MUST BE ON OUTRIDE 4 2X6mo SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL V TAPCDNSMN. SHANK SIZE TAPCON MIN, 1-Y4 J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN W OF EACH END 4 6' CMU K' DRYWALL VO.C. MAX SPACING. 2X6:® ❑ I'X4' OR I-0' P.T. NAILER SECURE TO BLOCK WR-V 26ETO TAPCONS(HNJ. BHANIG SIZE UMEMBER 7(2)Vl'.cr'IWIATZWllNMsl Jo OFEACH MIN. HEAD SIZE 300 D 4 6' TO W Or- MAX MIN. EMBEDMENT I Y4) OOR CASING WITHIN a' OF EACN END 4 DOOR JAMB OR WINDOW 16' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F T. 2X4m SECURE TO BLOCK Wb4 TAPCONS(MM. SHANK 812E .149 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE: STRUCTURAL 2X WITHIN 8' OF EACH END 4 MUST BE ON OUTSIDE 4 18' O.C. MAX SPACING. SECURED THROUGH 2X6:m NON-STRUCTURAL SECURE TO BLOCK UA-1/4' TAPCON MN. 1-Y4 TAPCONWMIML SHANK SIZE EMBEDMENT INTO BLOCK .145 MIN. HEAD SIZE 300 , CMNU MN. EMBEDMENT I Y4') 'DRYWALL WITHIN 8' OF EACH END 4 IB' O.C. MAX SPACNG. OR 1'X2' P.T. NAILER 2X64>o 0 �'X4 SECURE TO BLACK WVI-1/4' 7(s O.SU5. X 4' MN. TAPCONS (MIN." SIZE. DOOR CAGING MIN. HEAD SIZE 900 MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW WITHIN B' OF EACH END f ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. M01\, MI N.�CTO'1Yf Y� 100 WI OAO M1 DOOR JAMB TO BLACK +3-7/18" G TF BLACK +3-7 8" E: RT,6. 2X4m SECURE TO BLOCK W/Y4' TAPCONS MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 WITHIN D' EACH END 4 NOTE. STRIUCTIIRAL 2X NS' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2Xim SECURED THROUGH SECURE TO BLOCK um-I/4' NON-STRUCTURAL V TAPCONS TAPCON MN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1,14) 9' CM WITHIN d OF EACH END 4 )J• DRYWALL W Or- MAX SPACNCs. I'X4' OR PX2' P.T. NAILER 2X&4 SECURE TO BLOCK W/I-1/4' ' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 Mrf,L EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 4 TTACH TO 2X PER la' OG. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3 3/" H w +3 4' 1441 N. RONALD REAGAN ELVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWngroup.com L AA R: 0003325 C y U a: N GJ 0 i Ou"ty a LoT: SILVERADO LOT #67 BLK. #6 PLRo"=TM 04128.002-67061 MOIaLL: 4EBB "1828-CALI" GAWAGZ OWING: LEFT PAGO, DETAILS 150 MPH EXP. B AROHmcm 8TA7E A zN0L P 12079 ONO 8/20/19 A 3C :1/4"=1•-O" 2 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 FL17248.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/3112020 FL 6223.3 FL17325.1 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 FL17676.9 MI WINDOWS& DOORS SINGLE HUNG 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 6/16/2020 FL15353.1 MIWINDOWS&DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 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 107S8.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 30477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM (� W W W.FLORIDABUILDING.ORG CONTROL DATE:08/06/2019 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407.7744078 w Abdestgngroup.00m L AA k: 0003325 . • c 0 >sumly. a Lo12 SILVERADO LOT #67 BLK. #6 Ptt0J=T 04128.001-67061 MODZIU 4EBB "1828-CALI" GA tARSJII BWnM: LEFT PACT. PRODUCT APPROVAL LISTING %150 MPH EXP. B PRE'0"0 CONTROL. JONT (LANAI° OF CONTROL JONr& Td BE WAKED TIED TO LATH . V OL. MAX (VERY!. NQM OO NOT FASTEN CONTROL JONT TO WALL EVEN IF STUD EXISTS BEYOND DOCEPT GTAPLN6 IW ONCAM�CCXr wl . ioNT OURN6 INSTALLATION —\ MSTE(EIM TO SEE SPAAACNP-� • I. OG. MAX VERTICALLY/ �' THICIG I COAT CEEINT PLAS,TER WED LAYER V. POR IFIGER BUILDING PAPER APPROVED PETAL LATH PASTEN ED •I' (VERT) OL. MAX AT NlPORTS UAW LAYER -L &TUCCO URAP WOOD SHEATHDCi 747— LATH9R•LaLL NOT ME 0ONTINJIM r TO P NwoLmH coNrROL JONM BUT SHALL M STOPPED no TIED AT EACH 6101L PER A67M CI®S! PRDNDE 2X4 B{ALTXNG IJSIA PLACED PLAT MA)t W TO V PROM CONTROL JONi IIAEN CONTROL JONT FALLS, ON NOTE, \ L PA&n-SO M Pon LATH TO SEE NAILS, OR i / eTwcnwaL enD STAPLES, N C 11 LW(CE W) A61M C1063 2. WIRE TIES TO BE (NO. N) 004I6' WIRE S. BLOGKMG $NOUN MAY BE N ADDITIpy \ TO UMLL 6TRD6 RR CANTED PER PLAN / OLPAD NIAI�.PL♦ O I--. PT.A L CNM/ • Pr. S L CARAM . M.O SHFAA ow MAMMcrae IS, Mu= oVEa ram' *MATPIN6, h6CAUNCALLY PAWMA W x, MAX OL►OLD MWO.PT.A L GRSA,S9 . Pr. s wD a • ® L RID IXIlalO . PL A L 410AN . PR. S S. MO." . Of. D 4. POLE Pt. G VAR Pr. 9S=014 TILL ff/Aea6T0�M r 0 RPOTTaM P''NA' WATR Twa SNAL POW. 122 Im euf. t TWCK 1 COAT CAMW PLASTER (rRArEA V)• T COAT e01W PLASM 4CPW END LAYER -2. FORTANBER EIULDNG PAPER (rRAr{ oar) END LAYER % 9TUCco ARAP(RPAr6 OLY) NOTE, APPROVED BIULONG WRAP SHALL BE LAPPED A MNA'IM OP S' . VERTICAL LAPS, (ROLL ENDS) ( S' • HORIZONTAL LAPO, ALL 6EAMS NEED TO = TAPED WITH FOWIBER 6 4RATHNG TAPE / T nN LAP . r9TAL LA1N \ 5C X X "x I LAN VERTICAL LAP TO BE I' METAL LAIN IT WPM LAYER 9• STU= WRAP YAee LAYER-2, RMPIDER / I �BUILDNG PAPER I 2 6CAL1 E vf, R LAP ® KICKOUT DETAIL I*" STEP I oeLY) ■0m(au « �' am WALL PI..YI•H a 9.00 M.Aftim(SO �. I Au \ NATAILL Xr+oa,T 1Na AT 6oTrdf Q ROdP ( PALL N,RRA.crlpf. SAM TWIT UAL (..0 aR scum NOR, &IDE LAPS OP METAL PLASTER EASES, &HALL BE 9ECAED TO PIE~ MIMES, THEY &HALL f9[ TED BETUEEI SIPI-OR16 WITH 0ID4-I0-114. (171-ANT) WINE AT INTERVALS, NOT MORE THAN V (22S. MA A& PER AOTM 0"S IAL POR REPAIR CP TEARS, N wee LAYERS, TEARS MAY BE PATClD W440M UAeAP TAPE PER MANP. SPEC, OR PEEL 4 STICK WOOD IS= SWEATWNG STUCCO 4yt4' F OR LH& PIPE PENETRATION CUT AND OVERLAP ONE ODE OP SEEP-ADHBRM ME'DRANE —� PLAOMNG el k TWIC RD COAT CEMENT STEP M-46 PETAL LATH Ufa! LAYER Q. PORTPMM DUILDNG PAPER UM LAYER ti on4w weer INSTALL PASTENERM (CLIPS, WOOD 9/CATHNG STRAPS. STAPLES) AS, REOUIIM TO 9ECI#E PPE( WIRE TO PRAMNG WOOD SHEATHING OR CMu WRIS LAYER h, STUCCO WRAP (FRAME ONLY) J- THICK 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRIS 4 TAPE OVER -SCREED 5'X5' 'L' TYPE CONTINUOUS z GALV. METAL FLASHING z (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.°v. SECTION PER SECT ON D 7 BdI11arM110SnU OIIPIIIAC Exterior u of podhud c•nerX pYe - Mall comply with the eppineon requremente of ASTIA C 92612A InaWlktion of edanor bM'ug entl AamIV ahaN oom ty with ASTM C 70tKi72A PIPE PENETRATION DETAIL (FRAME) N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA e: 0003325 Elg� t �I INN I LISS) SiJBaIV. � LOT. SILVERADO LOT #67 BLK #6 PROJZCT# 04128.002-67061 MODM A 4EBB "1828—CALI" CARACZ SVnNC: LEFT PAC=: WALL ASSEMBLY DETAILS 150 MPH EXP.ra B 1/4 Al BACKER ROD BACKER ROD UlRd LAYER 9, wnv-rn Itift INSTALL V SELF -ADHERING M IDRANE PLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO El L BOTTOM. 2- SIDES. 3. TOP VENT CAP t8 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ONLALL SIDES, V CAULKING 0 JOINT PER SECTION R708.7 E xWft htlr�atd�ro Exterior use of Portland cement piaster shall campy with the application requirements of ASTM C 92312A. Installation of exterior lathing and framing shall comply with ASTM C 1083-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WAS LAYER 4, FORTIP115 ER BUILDING PAPER WOOD 6WEAT14M DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH X—X—X—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2B LBS. PER SO. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH b' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER I VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'OUICK FLASH' PIPE THROWN WALL 6' SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'MILK FLASH' A ETRA VENT PENETRATION N T SCALE, N.T.B. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT t I COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �ELEG. 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 �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC STEP #1 STEP #3 WOOD SHEATHING LAYER 01, STUCCO WRAP LAYER 4, FORTIFIBER EIIILDING PAPER METAL LATH WOOD �—FFNISH * 1000 GONSTRJCTKIN FASTEN TO 110700 STRUCTURAL MEMBER • T' OG. MAX s• a'Iu 14' TO Ji' rlm.i,� aEEP aCR✓sED 6' UME OTRIP SELF AOFEOIVE R.ABHING, CLEAN MASONRY BEFORE APFLYN6 ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKA e' 00 LAYER M, STUCCO WRAP CUT 'X' INTO SELF-AD14ERNG MEMBRANE FLASHING APPLY SELF-ADWER MCs MEMBRANE FLASHING OVER BOX AND OVER APPROVED UAW LAYER 9 STEP #2 WRB LAYER 01, STUCCO WRAP APPLY 60 MIN SELF-ADI ERING GRADE 'D' FELT ® MEMBRANE FLASHING OVER SELF-AD14ERING FLASHING OVER APROVED WOUSEWRAP UIRB LAYER 12, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL lio SECTION) '. METAL LATH STEP 05 STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774.4078 www.abdesWigroup.com AA B: 0003325 8 a R a� u ' t I Iddi /UBDM a 7A7! SILVERADO LOT #67 BIK. #6 PROJECT 04128.002-67061 woaa1A 4EBB "1828-CALI" GARAGE OVaNG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B =1 A2 DRAINAGE PLANE (WRB LAYER 01, STUCCO UJRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO77 SELF-ADHESIVE FLASHING - - - - k 2 1/2' CORNER BEAD (FASTENER 4 SPACING A 1' O.C.) CMU % THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / 4 R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32780 PH: 407-7746078 FAX: 407-7743078 www.abdaigngroup.com AA 0: 0003328 E3 Pi • b OC L p t 2 W Q O 0 Y Iln! >sulwiv. & LAT. SILVERADO LOT #67 BLK #6 PRDJWT/ 04128.002-67061 MoDzu 4EBB "1828-CALL" GAPtAQZ sM KOs LEFT IPAQW- WALL ASSEMBLY DETAILS 50 MPH EXP. B AFK*WECrs STATE OF FLOMA I r TF WA3 LEGEND DRAINAGE PLANE (WRB LAYER 9, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — wow 'i°'en°" v— ow NOW &CATNMG I�ftNSTIVE BAAWERER REAR �"ITYIE�\ W ' FL eWiia�� s •� ` WEATuN�flvE STRU" / ` \ ER BANSTARTEIR aE.4THER Rol O" MANNER -2 `. r� Rm \ M-AGW"VD GALVD METAL _ �.. METAL •:• �LAENM6 �To�Sao°nm Mie°•e R \ ' : AL GAP R6CA LKNO ?•; / OR APPROVED SEALANT } SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40T-774a1078 www.abdosWigroup.com AA #: 0003328 W a g W L n c aINI t SILVERADO LOT #67 BLK #6 PROJWT# 4 2 002- 7 1 MOaar- 4EBB "1828-CALI" GARBAGE aVINGt LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B AWN EM. STATE OF ROAIDA E 8/20/19 I►L 1/4"-1'-0" WA4 4 —2x6 SUB-BANb W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK —DRIP EDGE �\ I\ —1/8' TEXTURED i \ FINISH s WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \ lw TEXTURED FMISH 0 WOOD. V2' TEXTURED PINI9H • OMU METAL LATH METAL FASCIA WRAP 2 SHEATHIWx WRB LAYER q, STUCCO ~(FRAME ONLY) WRB LAYER 42, FORTIFIBER BUILDMG PAPER (PRATE ONLY) bob am6AND ROOFW. CEMENT DRIP EDGE METAL FASCIA \ WRAP ho' FROM \ STUCCO, 1' FROM \ -------- ------- — WOOD WALL \ \ EXTERIOR WALL \ @\� ! (FRAME OR CMU) \\ `\ \ NOTE: NOTCH FOR 2X6 \ \� SUB BAND ONLY \ PL,4N B lMETAL iGICK OUT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) EDGE, I' OFF WALL INTO STUCCO) \ \ '1/15' TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH a CMU / 2x6 SUB -BAND W/I'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL I'.VI I L..SCAMBED PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH x x TO TRUE W/12d NAILS O.G. MAX. 2x SUB -SAND WA�'x4' NOTCH a END METAL FASCIA WRAP ®PLAN DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• 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 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 SUB BAND DETAIL ® WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0j'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT i ROOF EDGE OMITTED FOR CLARITY AME OR CMU ALL KICK -OUT FLASHING LT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. A' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesNpWup.com AA N: 0003325 b • W K Q Ll s=1w N. Ic LflT. SILVERADO LOT #67 BLK #6 r ca' — 70:EBB 8-CALL" Z svm9os LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B DW 8/20/19 1 mcfAximll/4"-f-O"ll WA6 90 _ _ _ — — — — — — FM-12XIB — FM-12X12 1.1I SLAB LLI w I t, m F-24X2 0 (L m 3,2 cQ LL I r . I 101-0" 10 1.1 , z I EXTEND FM•t2X18 O I SLAB 1 1/ 2" L7 I T.° SLAB 4 m ^ M �I I I 'I I I �I I �I I � I � 4" PVC i CHASE L.- — — — — 4" CONC I I I SLAB 5,2 .i 17'-B" 2'•8" 3'-0" 5 SLAB 1.1 3'•8" ro °P N ILL o EXTEND 1 2 SLAB11/2' 1.1 -- FM•12Xi8 m �ffi 4"CONC ( w SIAB 6I 3'•4" I� 1N0- ��312 712 2 a b J MC-12X18 16 FMC-12X18 - - FM-12X- - FM-12XIB 2'-8" PiS:l'i�li�)66W FOUNDATION PLAN SCALE: 1/4" - 1'4r 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 +-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 1/2" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9, WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 1,.gNDICATED #S BAR, GNDICATES #8 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 (05 = 30", #8.361, AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOWABLE 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: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSO, 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 WVM1 SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 8tb EDITION SLAB SCHEDULE SLAB THICKNESS REINF. REMARKS BxS W1.4% ROVER GENERAL 3 12' 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARB SAME SIZE QUANTITY AS BARS IN FOUNDATION MATH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG TE-1 8" SEE PLAN 10' - s FM-1202 1T CONTINUOUS 17 2) #.5's FM-IW8 12, CONTINUOUS IT - 2 #5's FM-IEX18 16" CONTINUOUS iS' FMC-12v18 17' CONTINUOUS IB' O 's F-24X24 24" 24" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX:407-774.4078 wwwAbdes4p oup.com AA #: 0003325 i2p V � W q S p � e OWill 1SxnmlV. a LAT: SILVERADO LOT #67 BLK. #6 Pnojm T 04128.001-67061 MODE & 4EBB "1828-CALI" GAR/WZ OWUM: LEFT PAGZ-. FOUNDATION PLAN 150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING INGROUTED CELL SEE PLAN FOR SIZE AND d CELL SEE PLAN FOR SIZE AND .I[["�•• ° IL r C SPACING REQUIREMENTS O t ¢¢ m U SPACING REQUIREMENTS w + >_ lq� '�' '�_.. T• GARAGE DOOR RECESS N Q �FM •.. W Ix y z 8" CMU WALL O 8" CMU WALL �� CORNER BARS, SAME SIZE AS BAR W W g• O ;O g o io = ' • 1 , I 1 IN FOUNDATION WITH 30' LEG EACH W U TOP OF SLAB WAY AT ALL CHANGES IN DIRECTIONS I ... • °I SO THAT THE STEEL REINF. IS CONTINUOUS W N TOP OF SLAB _ EE ° MATCH AMOUNT OF CONTINUOUS BARS •I • CURB FOR ° IRCH S EXT. PORCH SLAB W/ 4 • ^�� SLAB LAB SCHEDULE BAR SIZE 48 BAR DIA 4" CHAMFER (I -STORY) 43 1S' - V I • 6EE SLAB SCHEDULE TOP OF GARAGE EXT. PORCH SLAB 4'• CHAMFER I . I•I.�' fLL '"a. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE 7;p, MASONRY UNITS SET AT ELEV: NT JOINT (WHERE 8" CHAMFER (2STORV) #4 24" W/ +/2" I80lATION (1STOIR e 8" CHAMFER (2STORY) p _a• APPLICABLE) z SEE SCHEDULE SP JOINT (NMERE� APPLICABLE) z a. EE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WXD, BAR SIZE 36 FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST iv AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO N7 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE scnLE:34°=r-o 2 GARAGE SCALE: CORNER BARS DETAIL DOOR OPENING @ 3 4 scALE: 3/4•=r-a' SCALE: 3r4•=n(r I O❑ N NEW REINF. BAR a SECURED W/2-PART 2" CAPPED p_ 5 EPDXY. M,N. EMBED GALVANIZED PIPE g 8", UNO W/FLANGE ® BASE p FOLLOW ALL MANF. co y SPECINCATIONSFOR 4 Q USE AND PREPARATION OF HOLE. SECURE FLANGE TO Z cr U+ J SLAB W/(4) 1/4" X 2 1/4" }� O TAPCONSIL Q� 4" CHAMFER (1STORY) 6" CHAMFER (2STORV) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 scA1.E: 3/4"=r-Ir scALE: 3-a"=r-a' STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z of a � ON 8" CMU WALL �? a• TOP OF SLAB SEE SLAB SCHEDULE z "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY WITH — - FOUNDATION AND SLAB '�.s, SEE SCHEDULE •2j„a FOR WXD, BAR SIZE AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 wwwabdes16R6+oW.eom AA N: 0003325 , a Ila W q W 4 OW L11 ITIT-D-1 BUDDIV. Jt LOT: SILVERADO LOT #67 BLK. #6 PIlOJSCT 04128.002-67061 MODSIA 4EBB "1828—CALI" OAKAGZ DWDM: LEFT PADS: DETAILS 150 MPH EXP. B B7ATE 0111DA z S1.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W/ (9) 1 Od x i 12" HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Gd x 1 12" 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 MATCH CONNECTOR FINISH. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN W STRUCTURAL PLANS. B. 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 WALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE a MEMBERS TO WALL NTH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 POS38, .177" ' x 2 7/8" LONG, WITH WASHER (M 18" 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 / TO.B. = TOP OF BEAM / B.O.L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.OS = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION (w) W.H, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 W 1 4'6 N/A GROUTED SOLID SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH- aw SV (42') PRECAST 2231 44" (4r') PRECAST 10M 'VW (M') PRECAST 14SS rr (84.) PRECAST 121T SM0' (m PRECAST 1002 " (TV) PRECAST m 7W M PRECAST 70 rr (112') PRECAST SIN tr4' (121n PRECAST 476 trr MO PRECAST M2 /?a (144') POWAST 007 I" (IM PRECUT 2911 WO Mn PRECAST 270 i" (17r) PRESTRESSED N.R. irr CIM PROSINESSM N.R. 17r on P4IMTRE88M N.R. trr R:2'1 PRE NA 21'r In MWREEW NA 2r-0" asor) PRBSTR m NA 2" R PRESTRESSED NA rzmczm==rr"= O�9__mD�Om OmmOm m oow�vo o O 1cmm00 ffr__11 Om0��00 momQoom ©oovoov ®67tc 00�00 �1©00�00 0©omo�c� 00�0000 'ODm00�"G^ 0�00©DO 'Di�000��!�Yf voo©oo0 'o©omoo0 r��o0oov Ommm000 v©oos::Xov ODDOm00 Ommm0E�0 !m00000m Om00m�0 ©00©000 » See 4m r m 1m U12 (A) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR -ALLVAWESTAKEN FROM'SAPE LOAD TAB(ES' BY CAUTORETE MXY 2D15 EDITION -ALLPRECASTPRODUCTOARETOMMTAUJK)PER~ACn MSPEOWMATIONS SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-INTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE GOAD dwr-6mosm; ISAFE LOAD - POUNDS. PER LINEAR FOOT rr (4n PRECAST 102E 10M =8 Y4' (42') PRECAST co (4" PREaw 700 Tit I= 4'r F>h PRECUT M-0' On PRECUT 002 w 1070 4 r on PmCABT rr (6n PRWABT 411 411 740 rr (an PRECAST V--1? (M PRECABT 340 330 01S rA0" (MI PRECAST 94' (IV) PRECAST 5D7 7" 40D r4' (1d7 PRECUT r4' on PRECAST 434 534 383 r4' Mn PRECUT rr (112') PRECUT SIS 512 240 rr (1112') PRECAST /0W (12r) PRECAST 2M 401 1ND 104' (12n PRECUT 114' (13n PRECAST 200 402 1111,11 114- (112r) PRECUT I" (141n PRECAST 244 402 137 174' (1M PRECUT 1rr (18n PRECAST 217 XN 110 tar (ISM) PRECAST 14%W (IW) PRECAST 2M 200 100 M4r Mn PRIMM 144" (170n PRESTREM NA 284 91 14'4' (170') PRE I" (Im PRESTIII m N.R. lei SS low MM PRE 1r4' on PRESTRESSED NA 194 M irr wn PRE 14A4' W.) PREBTIEM® NA 146 52 1" Gi2') PRE 214' Mn PRE0I11112BID NA 120 42 21%C GiM) PREFRE81M 2" 0641) PRESIRF85ID NA 116 40 22'4• P.M'1 PRE 24W (20P') PRopmom NA M M We mn PRE (%) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY 07HERS 70 MEETOR EXCEED VALUES STATEDABOVE -PROVIDE SN41M40F 91AM40PAST EACH INDE OPIMAOW OPWIG PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATIONCASTE-CRETE DIMSION ACCEPTANCE A: 16-0126.03 L— m__mmmmm__m.^-----------m—m—d V--------m-4----------J LIFT BEAM PLAN SCALE: 1/4" = 1'4r 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774$07S FAX: 407.7744078 wwwabdesigngroup.com AA is 0003325 is Q �lqG W L� , `S WWWWp rL aysD:v. & rroT: SILVERADO LOT #67 BLK. #6 PROJECT# 04128.002-67061 MODEL: 4EBB "1828-CALF" GARAGE ENLNGI LEFT 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 l(r HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" IT IS THIS ENGINEERS INTENT THAT XFXX - 1TMM/08 INDICATES A DOUBLE BOND BEAM AND XFXX - 1T/OM/OB INDICATES A SINGLE BOND BEAM WINDOW PRE-CAST:.3 4 :.31 WINDOW SILL Z SLOPE PLACE STEEL REINFORCING(L2) AS DEPICTED HEREIN. F = FILLED W/ GROUT U = UNFILLED NOTES TO THE INSPECTOR/CONTRACTOR TYP 8'k8' 6t 1. PLACE LINTEL ACROSS TOP OF OPENING BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #6 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING * HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) 06 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SOTHAT THEN THE LAST i#5 TWO COURSES ARE BOND BEAMS WITH A #5 BAR IN EACH COURSE. TYP. 8'k16" 6 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND SEAM 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,I- 8. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18' DEEP.--A� ADTH # OF #5'3, IN 2ND BOND BEAM COURSE ��-16-1T/1 M/ B NOMINAL—� HEIGHT # OF 05'S, TOP BOND BEAM COURSE # OF #SS, BOTTOM PLACED IN LINTEL TYPICAL MASONRY WINDOW SILL CONSTRUCTION 8x16 DBL. BOND TOP O F BEAM W/0 #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM W/(1)#5 BAR �: BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) #5 SAR (L2) MASONRY LENGTH OF BAR - WIDTH OF OPENING-2" OR BEAM DESIGNATION n 8x8 PRE -CAST CONCRETE L SCALE: 3l4'"=1'-0" LINTEL, NO STEEL (Li) REFER TO PLAN FOR LOCATIONS rr.o PRECAST HEADER(MIN) — 2x4 (MIN 2 X 3) 1-3/16 — TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .= MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 23/16 TAPCON OR DRIVE PIN (MIN SHANK 8IZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1114'')S' FROM EACH END AND 19' O.C. MAX. MIN 1-1/4" EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.146 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 1-1/4" MIN. 2-12d PER SIX EA END EMBEDMENT OSS SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdesW*wup.wm AA #: 0003325 a �i • � lu-i3 R ILi 22 p e O SXMDIV. A# LOTS SILVERADO LOT #67 BLK. #6 PROJECT 04128.001767061 MODZU 4EBB "1828-CALI" CA1tACE DWI NY: LEFT PACE: DETAILS 150 MPH EXP. B 8/20/19 '4'=1'-0" S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA78 W/ (9) 10d x 110 HDG NAILS. CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 11,7 HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 W/ 1Dd 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. UNTELS 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 (C), S. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN VALL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN VWTH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177' " x 2 7/8" LONG, WITFI WASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DEFERENT. 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. TRUN MANUFACTURER / ENGINEER NOTES: i. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 24 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. FRAMING PLAN SCALE: 1/4' = 1'-W 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdealgngroup.eom AA M: 0003325 Z 4 W Xt lu O MMCC a: SILVERADO LOT #67 BLK. #6 PROJIMT 0412 .00 - 706 MOORU 4EBB "1828-CALF" GARA03 BWnfG: LEFT PAGW. FRAMING PLAN 150 MPH EXP. B PLYWOOD SHEATHING, SEE # 1176 UPLIFT USP "ROOFANALUFLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) 1/4" x 2 114" FASTENER SCHEDULE' TAPCONS TO CONT POURED LINTEL A-(1)USP HTA18 TRUSS ANCHOR WITH (9) 10d x 1 1/2" TO TRUSS. FL#178W # 1900 UPLIFT (2) USP S-(2) USP HTA1S TRUSS ANCHOR WITH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP, FL#17580 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4) 1/4" x 2 114" TAPCONS TO CONT CONTINUOUS BOND BEAM 1x2, 2x WOOD FASCIA POURED LINTEL BEE ARCHITECTURAL 2x SECURED W 13)16d GALV. COMMON NAILS. ENGINEERED WOOD ,x2 SECURED W/ iDd TRUSSES 0 24" OC, GALV. COMMON NAILS SUBMIT SHOP DRAWINGS 17, O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L:710LBS (1 STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L131OLDS (2 STRAPS) COVER 2" APART TYPICAL TRUSS/ 1a 1b GIRDER CONNECT0R(S) SCALE'34"=1'-0' (2) 21 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W! (3)12tl E0. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'-0- TO 30'-O- (1) "X- BRACE SEAMS) 30'-1- TO 60'-0 (3) "X" BRACE SECURE 2x8 FT. PLATE (1) "X" BRACE 0 CENTER TO BLK WI IQ" DIA 12) .X- BRACE DIVIDED EQUALLY ANCHOR BOLT W/2 FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, 21(2) STRENGTH E..' SEE ARCHITECTURAL MIN, EMBED. AT 32"OC MAX RE-ENG GABLE TRUSS SECURE GABLE TOW P.T. PLATE W/ 12ds S' S7IFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W! 10d's @ EACH TRUSS TO BE INSTALLED 0'-0" O.O.. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END PRE-ENG'D TRUSS BDALE: � NOTCH DEPTH 1/4-D /!—i�1�OLE EDGE>5/S" / !—HOLE DIAMETER 2/5•D SGL. STUD OUTER 113 OF SPAN ONLY EDGE>5/8" PLATE \� I I HLE DIAMETER I �< 9I5'D DBL. STUD THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F7 AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TOW1NO AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RT16A (FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, F7, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WND ARE SUBJECT TO F1 AND F2 FORCES. REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32TW PH: 407-7748078 FAX: 407-774.4078 www.abdesigngroup.mm AA #: 0003328 r Q t 0 n � S om mUMIV. as LATt SILVERADO LOT #67 BLK #6 PL�OJl�CT 00 -67 61 MODULI 4EBB "1828—CALL" LEFT PAGZ- DETAILS 150 MPH EXP. B C� VS3. A 8/20/19 STUD NOTCHING CAL :1/4'=1'-0" AND BORING LIMITS ALTERNATE MATERIALS x�r 8 SCALE: 1 1-1-111 1A SCALE: 3/4'"=1'-0' I :1 OA%E-END NIP ROOF iF=1F ROOF WIND DESIGN PRESSURES NET (GROSS) A -10 ZONE 1 .8.97 PSF (19,97) ZONE 2 =17,98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'43" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "9" RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" CDX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Bd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS SB 4" O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS WI IN V OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN. DIA SHANK TENSILE STR. SHANK 8d RING SHANK 2 12' 0.120" 170,000 RING (16-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 2 1/2, 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1604 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHtiATHOM USE 1/2" COX OR 7/16' O. S.B. PLY WITH Bd RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND Bd RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7/18" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4-O.C. TOP & BOTTOM EDGES z9 LL Y Z U y O Z o J Q Y Z v C N Y N N TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS -� ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOIt LIABLE BID FRAMING 81 RING SHANK GUN NAILS 8" O.C. IN FIELD. 8d RING SHANK GUN NAILS 012" O.C. IN FIELD or ed X 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS a 12" 0.O.J�J FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TOALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 314. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECI RCATIONS AND PROVIDE 8%AIR ENTRAINED CONCRETE EIO'09FDT0 EPIRTHORWBATFER WOOD. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWINGS FORSLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE. BUILDING CODE STANDARDS: FBC4R 2017, BM EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO BECWIMFER®3l4•. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATE 8, BRACING, LEDGERS, BLOCKING, AG 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER Fb =1100 PSI ANDA MODULUS OF FORSTRUCTURAL CONCRETE, ACI 5-1 ANSI SPECIFICATION FOR THE DESIGN OF PROVIDE 8-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEUtDHtALL SLPIMONGimLINDWi EINDICAT�ON ELASTICITY = PSI. ALL WOOD IN D T WITH CONCRETE CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC 3PEGFlCATIONS MEMBERS , DRAWINGS. SEAMS LAPPED B INCHES AND SFAL®WITHADI7MIVETAPE B TO D. PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRl1C7URAL USES TREATED SHALL BE RATED TO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: 01SODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, A ALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT -RECOMMENDED PRACTICE FOR CONCRETE FORMYWDRK. CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NG3. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, BU 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 VWRK 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 2K STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PRCCEDUES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE-0OVMS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS AND SLABONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 psf TOP CHORD Nlanconartsnt 10 pd BTM CHORD-nanconDumM WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 85 AND BE PLACED IN ACCORDANCE WTH THE AG TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SWILL BE SUPPORTED WITH 2' CHAIRS SPACED T-OP OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 80 IN MASONRY 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 SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAPS X BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" "BAR - 36' #5 BAR - 3D" #7 BAR - 42" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WOOD TRUSSES: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTEN NOS" BY THE NNFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP ORAWNIGS. CONNECTOR PLATES SFALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT4XPPEDGALVANZED, DESIGN FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, -DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEDYJOOD TRUSS CONSTRUCTION:, AND "TPINVTCA BCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL-PLATECONNECTED WGODTRUSSES. I -A LOADS FOR THE ROOF PP S LAYOUTS PROVIDE 38'X 38' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS NDICATING ADDITIONAL D LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 15 pd TOP CHORD 20 pd TOP CHORD (7 p f wl ASPHALT SHINGLES) (10 Pd wl No GYPCRETE) ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 10 psf BTM CHORD 5 pd BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH DEAD LOAD TO RESIST WINO UPLIFT: IOpsf MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 80 pd WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 PST ROOF & FLOOR PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING WIND DEAD LOAD SPEED=180 MPH 3-SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY II) RUN REINFORCING BARS CONTINUOUSLY LA ED AT PLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UINHABITABLE ATTIC WITHOUT STORAGE: 10Psf, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT STORAGE: 20psf, HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: 30pd, BALCONIES (EXTERIOR) DO NOT OUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE AND DECKS: 40pd, GUARDS AND HANDRAILS: 200pd, GUARD IN -FILL COMPONENTS: 50Pd, PASSENGER WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pd, STAIRS: PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40Mf MASON• PLAN SHOWINGCOMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONAY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SWILL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WTH ASTM C-90, GRADE Tm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7.10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT MI ASTM C>78, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNRE39 ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE FOUNDATION PLAN. THE GROUT MIX SWILL HAVES MAXIMUM 3/8" CONNECTORS" BY LISP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WRITING BY THE ARCHITECT. COURSE AGGREGATE, AND SHALL BE PLACED VM' A SLUMP OF 8" TO 70". USE ONLY MECHANICAL VIBRATION WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TO CONSOLIDATE GROUT. LATEST CATALOG. FOUNDATIOW SITE PREPARATION: "M" "S" FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pd, FOOTING TYPE OR MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UDDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 130.1557. TREAT ALL CELLS TO BE FILLED, 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 ENGINEERS REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 P81 REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ONGRAOE 3,000 P91 REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED NIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIORTO CONCRETE PLACEMENT. CONCRETE SLUIP SHALL NOT EXCEED 5" d- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURING, MANG, TRANSPORTING ETC CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE S BATCH®. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE NIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXERE EXCEED 90 MNUTE& IF FOR ANY REASON THNSA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SMALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE NTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER RREBAAR SHALL BE AS FOLLOWS: A 3' FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSE) TO EARTH F-019DATIOS) B. FOR CONCRETE EXPOSED TO EARTH ANDORWEATHER 1-1/7 FOR #5 AND SN LAIR 2" FOR #B AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3/4• FOR SASS WALLS AND JOISTS 1.112"FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 8 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION STRUCTURAL STEEL SHALL BE ASTM A38, Fy = 38 Wi FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM AS00, GRADE B, Fy = 48 W. STRUCTURAL PIPE $HALL BE ASTM-53, GRADE B, TYPE E OR S, Py - 35 kW. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WTH THE TURN-OFF-THENUT METHOD ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER PPPt1GlION elff TYPE BPPGNG REMARKS APPLIGTON BIff 1 TYPE 1BPACIND REIMRNS 1.PTR1RRMOro CASE NAfABpm C00. 9"IOC OMAOE ODOR BU[M BEE DETNL -I- BEEDETNI BEE OETAL MASONRYICONC. NNL11/YLONG. TO MASONRYINNO SO., AL.IXT 000R3 GBE HARDENm COIL p'OA: WINOOWNOOW FASr@Im .-ED00R SU[I( BEE DETAiI BEE OETALL SEE OETAC BEE DETM 1. PT, BEEN . NNL1 ilY LONG. BTAOOFRm INTO MARINRYICONC. TO MABONRYINNO. -.w B.Apc CASE NAmwmcoE e'ac vnNooveoocRl Faaram METAL STRAYro CONTACT THIS ENGINEER FCR SPACING 1x PT, eEElAlEB NaLttn•LONG. 3TAOOFRm HMO MABONRVIWNC NIASONRYICONO REQUIREMENTS BNYJOOOOR (W 3/iB'pA 'TPP(AN' 18.E I1 MBEDB NCN9FAPoNG NDW tZ Elp'ANBION Ny.� A'EMBE0.l- BUCK3xPT,BEENOTEB NO WASHER FASTNFR OIBT., 11l]"EDOEDIBf. WALLroCONC SWAB WIWABNet BOLT DIET.. B"E00E GIST MWWBUO'( B.tb°PAFxpx'END. DI IT TO STEEL OOL.. SEE BT.I i? NOTES W/ wABHER BTAOOBpm EDGE V. tm ALES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 9 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND / OR NCA 3. ALL FASCA MATERIAL SHALL BE HAND FRAMED 4. PAP 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 8. W NDOW 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. 1. MEMBERS ARE NAILED AND WS 2X MEMBERARE SECURED W/TAPCONS OR PAP TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdeaWngroup.com AA 0: 0003325 a C ds W?? Q O i sumly. AB LOT: SILVERADO LOT #67 BLK. #6 PROT 04 28. 0 -67061 MODRL" 4EBB "1828-CALIt1 GAItAOa >lt41ING: LEFT PAGE: DETAILS 150 MPH EXP. B 41717^ S/20/19 ISST S 1