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HomeMy WebLinkAbout6889 Wagon Trail StFr- 12 99 ��9 04EHB -HAYDEN COp SOF ®��AL` CC�A9f�CY Mpl o E Cjr,, �I �D!!�G CO! ®EPR p/LING ORp/I�gIVC�s 0I'V1tVVbATe Jq HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 Tel- (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL BTH EDITION (2017) -FLORIDA FIRE PREVENTION CODE 8TH EDITION NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION All LOCAL AND STATE CODES -OCCUPANCY - NMEIMAL, GROUP R3 :CONSTRUCTION TYPE - VB •YBI. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vint-150 MPH Vaea=116 MM *EXPOSURE - H �i *I -STORY RESIDENCE — •2-STORY RESIDENCE - YAY. HEIGHT AS PER LOCAL AND STATE CODES ABV. ABOVE mm A/C AIR CONDITIONING MIN ADJ. ADJUSTABLE M.T. AALTERNATE MTD. AMPLT.. AMPERAGE MTL BA BOARD N.T.S. CL CENTER LINE O.C. CAB. CABINET' PL CLa CEILING P.B. CIR. CLEAR PH CONC. CONCRETE PLT. CPT. CARPET PLYWD. C.T. CERAMICTLE Pp_ D. DRYER P.T. DBL. DOUBLE R. D.O. DUAL GLAZED RAD. DNA. DIAMETER R.A.G DIM. DIMENSION REF. DISP. DISPOSAL RM. DP. DEEP R.O. DR DOOR S.C. D.S. DOWNSPOUT S.D. DTL. DETAIL S.H D.W. DISHWASHER SHT. EA EACH SHTHG. ELEV. ELEVATION SHWR RQ EQOAL 3IM. EXH. EXHAUST SL EXT. EXTERIOR SL. GL F.GIFX. FIXED DIAS STD. F.a FUEL GAS SWS FIN. FINISH FLR FLOOR TEMP. F UOR. FLUORESCENT THY- FR. DR. FRENCH DOOR T.O.C. FTG. FOOTING T.O.P. GA. GAUGE T.O.S. GAR. DI.SP. GARBAGEROUND- DISPOAULT AL TYPTYPICAL G.F.I. GROUND -FAULT U.N.C.U.N. CIRCUIT TNTERRUPTEt GL. GLASS V.P. GYP. BD. GYPSUM BOARD W. H.B. HOSE BIB W/ H.C. HOLLOW CORE WD. R, IT DER W HOT. OR FIT HEIGHT W H INSUL. INSULATION W.I. TNT. INTERIOR LAV. LAVATORY LUM. LUMINOUS M.C. MEDICINECAB]NEr MANUFACTURER MINIMUM MEfALTHRESHOID MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PARR PRESSURE TREATED RISER RADIUS REFRIGER AIR REFRIGERATOR ROOM ROUGH OPENING SOLDCOREEXTDR SMOKEDETECTOR SINGLE HUNG SHEET SHF.ATHNG SHOWER SIMILAR SLIDTNG SLIDMGGIA.SS STANDARD SHEAR WALL SECTION TEMPEREDGIACS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON DATE DESCRIMON ARCHITECTURAL SHEET DESCRIPTION c Cl-co ERAL EVOTES PG Al -FIRST FLOOR PLAN G AIA-FLO�R P'LAey�w SECTION3/DETAILS PG A2-SECOND FLOOR PLAN PG A4H- �& GEAR ELEA �Nxs "H� AL LAN PG Bl-FIRST FLOo Ic P PG E2-SECOND FLOOR ELECTRICAL PLAN PG PI- P U�I�TG P P A% G Ml- FLOOR CECHAML PLAN PG M2-SECOND FLOOR MECHANICAL PLAN G Dl- TAILS G D2— AILS PG D3-DETAILS PG D4-PRODUCT APPROVAL LISTING 1 A�,[, ET�,g ' AA2-WAIJ AS iDE7AlIS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-NOT USED PG WAS -WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 /Y S FT. CALM. S BY PLR LNWi II04 Ga FT. 2NDMRLK44 Sol eo.Fr. TOTAL LIVING; 2605 SaFr. CiARAOE 431 Sa FT PORCH ELEVATION V III Sa FT. TOTAL ELEVATION 14' 353 $a FT. Okla PATIO 80 ea STRUCTURAL SHEET DESCRIPTION PG SS -FOUNDATION PLAN PG S1.1A-DETAAS PG S1.2-FIRST FLOOR DOWEL PLAN PG SI.2A-DETAILS PG S2-FIRST FLOOR LOT BEAM PLAN AND NOTES PG S2.IA-DETAILS PG SS -FIRST FLOOR FRAMING PLAN PG S9.IB—DETAILS PG S3.IC—DETAILS PG 94—SECOND FLOOR DECK PLAN PG S4.2—SECOND FLOOR DOWEL PLAN PG S5—SECOND FLOOR LIFT BEAM PLAN AND NOTES PG S6—ROOF FRAMING PLAN PG SNI—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BURDER THE BUILDER ASSUMES ALL LIABILITY FOR RTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETARMG OR EXPLANATION 1N ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUDDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR DMIR ATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN PM's IN WRITTEN/DRAWN FORTIS IN A TIMELY MANNER, AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO Ws HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 82750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWigroup.com AA s: 0008825 , aulwiv. as ILOTt SILVERADO LOT #12 BLK. # 12 FROJWTIP 04128,002-12121 1[oa]I4Is 4EHB "2605— HAYDEN" GATenos awnr02 RIGHT PAaM COVER SHEET 150 MPH EXP. B D TM 11/15/18 scAmb 1/4"=L'-O" 111131011011IT C1 r t;IMRAL NOM 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 81h EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7-10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 8TH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTILPERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHLTECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 1. GARAGE DCOR 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 INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN "18INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATINGTHE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.25 GAGE (0.48 MI) SHEET STEEL 1- MN. RIGID ON-METAWC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3M6., THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPUED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/-INCH GYPSUM BOARD OR EQUIVALENT. SBE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 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 BACKFILLAT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION W81 NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 8. EXCAVATIONS TO BE A MINIMUM OF T-O" 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' T� 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. 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: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OFFRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6. WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR 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. PLIIIlIIlO i. 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 MTH'/:' 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 P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. E001101111 WALL COVERN88 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FWINHEB 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 1W 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-C106312a 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 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 NOT A PART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THATAB DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER. THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) 1"I. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77446078 FAX: 407-174-4078 www.abdoeoWoup.com L AA M: 0003325 81nSIDIV. & LoTt SILVERADO LOT #12 BLK. #12 PTtOJTflOT 41 8, 1-1 Tttolm. 4EHB "2605- HAYDEN" OAT41AGZ iTFUOk RIGHT PACK: GENERAL NOTES %150 MPH EXP. B ROLMD A ABOU"CRA L AR NO 08723 J il/15/18 8CA&M 1/4"=1'-0" 3i11161QT GN li PATIO 0 9 3052- 6068SOD. (2) 3052-61­1 21'•4' 7712'-4"AOOM I LIVII�GC' a' -a' a& ROOM I a' -a' CLA m I I A I I j (2) 2066 0_ I I I ' I `� POST I I �•� N 10 e> fl VIC ��. " II 1 IV e 01 I 1 CLG, m KMXW I I M 9 rio 9 3�_0. 2�_g. iv g_0. I � q�_m. 3�_g. 5�._q, 3�_q. 5_g• 3' 8. 2 _ 2868 aC STAIR DATA 1� 20 MIN. I6 RISER • l34'5-&Fi /BOI a---B TREADS 10'LARD - --- ^ AS RECL PER BL.DG. ■ II 't`C:;�Y CODE 19'-®' II B'-e• III PI.ffiiI c1"9 FOYM OABAM 8'-6' CLG. i0 111 W-01 CLa a III 3"a TRH l i 0' tIT 2 9_a. 0 0 V W-a' CvL y I6'-0' X T-0' OH. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °---- s FIRST FLOOR PLAN SCALE, 1/4' " P-0' NOT&2-STORY GYPSUM BOARD OPENINGS BETUREN THE GARAGE 4 RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR NOT LESS THAN V (35 - ) N 7140c ESS, SOLID OR HOrEYCOMB CORE STEEL DOORS NOT LESS THAN F%YY)mm) THICK, OR 20-MINUTE FIRE -RATED DOORS THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE 4 ITS ATTIC AREA BY NOT LESS THAN ti'(12.1mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGE& BENEATH HABITABLE ROOMS 814ALL BE SEPARATED PROM ALL HABITABLE ROOM& BY NOT LESS THAN %bYH.9mm) TYPE X GYPBLI'I BOARD OR EQUIVALENT UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFIT& PROTECTED ON THE ENCLOSED SIDE WITH 1/2 NCH GYPBIPI BOARDS, FISM 2041 W14 ED.) 302.1 w°OD�w°n�e �°uDFont�oa�ele CP MOM IITIAIE FOIRASE 201E 1wM'NMDlM11 IBWEt MIN. WINDOW 5 25/-33 CRITERIA EXTERIOR SONG US 5 24/-31 DR. MIN. CRITERIA 6fGD. mr(IL 41 5 23/-29 CRITERIA 16010 OAD. 112 5 20.11-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT — f 0.18 BLDG. CAT.=11, EIIP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR STH ED. (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIIIOLDAIEITIfIM SQ.FT. CALL. S I6T FLA LIVING 1104 SQ. FT. 2ND RA LIVING H01 6Q. FT. TOTAL LMNG 26M Sa FT. GARAGE 431 SQ. FT. FCRCH ELEVATION'N' m &a FT. TOTAL ELEVATION'N' 31" SQ. FT. Sk10' PATIO 00 BQ FT. MASONRY/FRAME UTALL LEGEND W-W BLOCK ULALL UNO ON PLANS BRS. HST. VARIES 8' BLOCK WALL LINO ON PLANE 18'-8' BRG. INTERIOR LOAD BOWL WALL ON PLANS UNA. 4' INTERIOR NON LOAD Dqa. WALL LIND ON PLANS -ALL INTERIOR DOORS TO BE b'-8' -ALL EXTERIOR DOORS TO BE b'-8' UNLESS NOTED OTHERWISE -i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdoeigngroup.com AA 0: 0003325 1lt mmm. Se Com SILVERADO LOT #12 BILK. #12 P 4 # J T2 �D 4EHB "2605— HAYDEN" 0APA0N sw11140t RIGHT PAOIM FIRST FLOOR PLAN 150 MPH EXP. B 11/15/18 BCAXJb 1/4"=1'—O" mime= Al Nr C DEL. TOP PLATE 9 M ABAR DETAIL SCALE, I/2'.1'-®• I RCH DTL. �)N LE, AHU OP / 42' K 1/2 CAP C EW / 2X4 XMI146400, W W1d MASONRY NAW.S • 2X4 P.T. SLEEPER NTO SLAB UWTMN S' OP EACH ED. 32' OL. MAX. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OP 3/4' SM Ii.00R MATERSOLID WAI / / 8/4' K / PLATE1. / MN. / / STOR. 3-2xI7 SYP 8TRNdLR RSMFORCED UVJX4 SPP W/CONT. "PAD OF EA HORIZONTAL PUN 2 X 4 RE-RNFORCM . EA. 2 X D STRINGER 6ecum W/Od S.'-S' O.C. ,a, K HALP WALL UV CAP -Am, Ira Sue PLOOR BLUED N 6CIUEUED MR PA6TElR sewro E V-6' Bier. MGT. :LR 'fM�86 f. J WAM RISSM TO CONPOR1 TO Pell! 67W STAIR DATA, 1NDmCN (ton) MN TREAD-W tux. INSIM-T 3/4. 3/18' *R R 1_w,,4' MAX vARUTION N O NOWMSMMA06 S TREADS • ADJACENT TO EACH OYWR 3/6' MAX I®'• 1' I40SR.Ks VAMATION IN ANY MMPVr%EAD HANDRAIL C4111CULAR CROSS SECTION D1A TO ISE 13/4' u4' OR PROVIDE EMP/ALENT dRASPAeILITY WPDERB- MIK 6' UWE • NARROW END MN. W' WDTH • D' POCM NAMOIU ED 34' MIN. "'ORAL H67. O CLOSED ACCEBSUSLE SPACE UNDER STAIRS SHALL MAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED 61DE UATH IR' 6YPSUn BOARDS. POCR 302.1. STAIR SECTION C SCALE, THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' WANDRAIL a 36GMG, AS PER FBCR R311.1.82 W/2X4 �-II'FOR NOTE: HANDRAIL ENDS SHALL BE ftURNED t0 t1aE WALL OR TERMINATE INTO A NEWEL POST. NOTE: 1. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF Ii'! 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MOIL THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.6.1 / F.B.C. 2011 HANDRAIL SECTION D SCALE, s/4 ".m' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407.774.4078 www.abdosigng:oup'.com AA 8: 000332E V 8 aulwiv. At L/OTN SILVERADO LOT #12 BLK. #12 PRD"=T# 04128.002-12121 molmm 4EHB "2605- HAYDEN" oARAGN SWINC♦N RIGHT PALM FLOOR PLAN SECTIONS & DETAILS %150 MPH EXP. B n 9- - . - v a X. ;N 64 X X .j4*i Ro uwtw a I SECOND FLOOR PLAN SCALE, 1/4 - V-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesWVoup.com L AA #: 0003325 anm� oulmlv. a Lon, SILVERADO LOT #12 BLK #12 PMOJWT# 04128.002-12121 MODEMIC 4EHB "2605— HAYDEN" GAltAQX 8VIINM RIGHT ]PAOM SECOND FLOOR PLAN %150 MPH EXP. Bj ARCHMSCM. MATE OF FLORDA AL. cRA AR NO 93723 DATM 11/15/18 wcALm 1/4"=1'-0" A2 01' SHINGLE ROOF FYPON 16"A48' DECORATIVE "TTER OR EQUIVALENT 2ND FLR _ ERG. HGT. FYPON BKTID01 OR EQUIVALENT 6' RAISED BAND ITYP.) • ENTRY I I I 1 I I I I W RAISED TYP. BAND (TYP-) I I I 8' RAISED BAND (TYPE I 0'-O' FIN. FLR I _ 18'-8' 2ND FLR, 10'-0 3/4' 2NO FLR �, FIN. FLR/BFI3. HGT. _ —1 8'-15' CLG. HGT.J, I I I I I I I TYP. I I I I I I I I 0'-O' FIN. 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ON FEEDERS) • WARNG METHOD SHALL BE NON METALLIC CABLE A8 NBC 2014 ARTICLE 300A(BX2) • ALL RECEPTACLE TO BE TAMPER-RE818TANT TYPE • ALL I All % SWAI I aol.F!'T@n w_r willnvo T T•% OF LIAHTIJCi MI18T 15i lIYTRGY EIPIGeeTIT TYPE PER FJ,G ENERGY COIJSERNdT10N (RESIDENTIAL EN[R4Y ERICIENCY) 201'L bLh EDITION MA04J PATIO D, I 0 ( PRE -WIRED CLG PAN ROOM i R Mal FAN BDRN.#2 I 0 WA TCH IN Ir I I I CA50ET I L— OUTLET /TO 2ND PL. I --------- 1I FOR ow I I SUATC44 g II lO I I •- I I I I BA1H#2 \ GFI PAN. , - I - I \ GPI a 44' • AMP. GARAGE ' GFI S/c0 DOOR BOLLARD AS REQ. PER SLOG. III \ com III '•� FLEX III KEYLESS ' FIXTURE METER FIELD PRE -WIRED C .0 FAN III / poym III GFI GARAGE VEXIFY , II i DOOR L OC­ PREUURE — — GARAGB GPI IRRIGATION OUTLET • PB. FOR 4W AFF. 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DESCRIPTION M TANDARD SWITCH 'fj -WAY SWITCH WAY SWITCH "llit SWITCH � BUTTON IBCOMECT T TAT E RECEPTACLE (VSvAV-AMP NGLE role) IOv DUPLEX RECEPTACLE 10V DUPLEX RECEPTACLE (ECIAPPED TTH ddIIIO FAULT RUP7ERRA PER RESISTANT TYPE) 10V DUPLEX OUTLET (HALF OF OUTLET IRED TO SWITCH) OR WATERPROOP"t CEPTACLE (GROLD FAULT R) lOV IiJADPLEX RECEPTACLE ® 10V TED D RECEPTACLE (FLOOR 20V RECEPTACLE (4 WIRE CTOR) 1-0 MOLTED LIGHT ILMG MOLTED L16HT T LhC*n OOD LIGHT L SCONCE F4M-WARE FAN WITH LIGHT (I CFM PER SQ. FT.) am BULB LIGHT FIXTURE &am BULB LIGHT FIXTURE &99849 16 BULB LhawT FD(nm ' TRAGIC LIGHTNO TTIC LIGHT WITH PULL C 4AN R CABINET LVAWT ® k4' FLUORESCENT LIGHT (RECESSED) m k4' FLUORESCENT LISH'T (SURFACE IT k4' FLUORESCENT LIGHT (RECESSED) rL O IS LKsFIT LESS LIGHT (VAPOR PROOF) ILN6 MOLTED LIMY MTN J-BOX OPT. FAN PANELCAL TI VERFT- low -BOX (WALL MOLTED) m -BOX (CEILNS MOUNTED) ILN6 M JNTZO FAN FAN (I CPM PER SO. FTJ JACK o DETECTOR (CEILING MOUNTED) n•Ea CUTLET FOR GARA44 TV JACK -E PORT • LOCATION OF TV JACKS 4 PH" OUTLETS I PANS TORE VERIFIED • HO'EOWNER PRE -CONSTRUCTION MEETM. • ALL B 120 AMP BRANCH CIRCUITS TO BE ARC FAULT PROTECTED PER NEC 21CJ2(b) 2014 EDITION • 20 NCI' DEDICATED LALINDRY CIRCUIT. • OR • ISLAND (!JOT ON KITCHEN GIRCUR) • DISHWASHER DISCCIN ECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST PAN TO NAVE MN. CAPACITY OF 50 CPM INTERMITTENT PER TABLE MB0T.4 OF FBCR 6TH EDITh 1 (701'U. • LALDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WIRING MTHOD SHALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 300.4(lSX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE N•IP6 1 1 FrTFo Br a oER • AND Ift OF LI?iRN6 MAT BE ENER6Y EFFIGENT TYPE PER PA4. ENERGY CONSERVATION !RESIDENTIAL !TlR6Y ERIC88JCY) 2011. 6th EDITION TAM4.1 j I I -------------------------I SECOND FLOOR ELECTRICAL PLAN SCALE, 1/4• " V-0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdes4npup.wm AA NI: 0003325 8 DIV & X On SILVERADO LOT #12 BLK. # 12 FROJnOT 04128.00 -12121 HOD>DIA 4EHB "2605- HAYDEN" OAAAGZ ErWMW 2 RIGHT p SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B L AR NO 9372E I D - 11/15/18 BCAXJk 1/4"=1'-0" a>!3 r E2 FIRST FLOOR PLUMBING PLAN 6CALE: V4 . V-V' I-------------------------J SECOND FLOOR PLUMBING PLAN SCALE, 1/4 . V-®• vm MAN PLUMBING RISER I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesWngmup.com AA 0: 0003325 amm avaanr. 8. W n SILVERADO LOT #12 BLK. #12 PnoamT 04 .00 - 2121 mozKou 4EHB "2605- HAYDEN" GAnAON awnNck RIGHT PAGM PLUMBING PLANS %150 MPH EXP. B DATEk 11/15/18 aCA*"f• 1/4"=1'-0" axMMr P1 HVAC NOTES L ALL MECHANICAL. NO W"W &HALL NN PROVOW WITM PMPM OLNARANIM POR NRVIONR MR MAk RNAfMREPlINI 3. ALL DUST WY'If " DWA AJIP N NON-COI�ITIdiD AItAi !! CQIA7RYGTlD CF A VAL1S OP NO LM THEN"RATNA ALL 411" WALL MJ NALND dLAN PAR PL40 IG AMD IMS TALLED AS PER FM ON EDMON OM P11 CNAWwAL OLD& MM NOTION "M ALL RAX DUCTRI ON" 1911 APPROVED IL 10 CLAN 1 AIR DUCT AO PER "A !OA 2-3.1 4. PRIMM AMR WAM -A. L=EIE LOCATED CUMM IMAM D PT. PROM ANY CiWhMNY OR VENT OUPLNT, OR AAPMTARY 1EMlR VINT 0=11T L ALL DSWIMT AND OIJ 6M AIR KNIT DUCT%OE OOMS'"11111CM OP ANIOOTM GAALV. MEITAL O'1 OR 1i1! MATERIIALR Ad,P1M! PSIC ATM MID 101T) MEIGMANICAL CODE /NOTION 6W & 04CLOM SUPPORT PLATPMS WALL M N ACOON2 MCE TO PNO •TN 10MON nM) MmCM/PMCAL COON 6" 1. EIATNR00MN OONTANNW 11ATNIUN Swou b, OPAN AND 09%m CATNM* PbAUQA WALL M PWMNNICALLY VWCW N ACCONIPANCIN WRM POO LTM MMON (W) MtOU►iCAL CORN NOTION 41m w ALL Wd4AUWW SIATN R001 I6 SMALL NAVE UNDER -OUT DOORS I =PtiAM-UP AIR TO EE IMTUIRWI D TO 110AAL AN W 4AUWMD. 16 ALL FM RATED CmLNN AND S AL LS, MULL MAVE AN APPROVED PINK OR PIRISA '1 M DAMMR'A LOCATED AT CNLM OR WALL PtiTRATICH AND M SLENND II M ACCM6 DOOM TO RESET DAI'MR ALL DAMPERM SMALL M 66TALLID TO MP16 DATI" AND POC •TM NDMON (MV PIECMANICAL 0=11 NCTION Un la dOV-U* AND DMRMmM INIALL !t PIROvDID WMa SIAL.AMCIID DAMPmM. IL DRYM 00007 R TO Mt A PANTOW OW 0110001 R PAN 01% N6WAL PANTWM DN 11W DR1'NR 1008701111t CAPACITY M LMAR PENT WNM MAX. SIX N ININK SECURE STRAP TO CONC. CONDENSER W/ l2?-3A6W* TAPCONS WIT 61MPSON WB ROLL STRAP OR EQUAL 4' CONCRETE 8LA6 SECURE STRAP TO WIT UV(2) a8X1 1/4' SNT. HTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE, MAN COND. 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CODE III FOYER SECTION 3011.4 HVAC DRAINS BCORIATED NICKEL FIR FLOOR BRONZE FL. IL. OR WALL C40UNTERBLINK CO. PLUG BRASS PLUG --'—FITTING OR EXTENSION TO SOIL OR WASTE A8 REQUIRED WADE 8240-K JOSAM 560M INSIDE SERIES NICKEL BRASS TOP CAULK PMC OPTI/SPEC nFLOOR SLAB CLEAN -OUT (TYPE.) PIN. GRADE OR PAVING BEE SPEC. 1'-8'XB' CONC. FITTMG OR EXTENSION TO SOIL OR WASTE AS REQUIRED ZEXT. GROUND CLEAN -OUT (TY ! T&I a nin - FIRST FLOOR MECHANICAL PLAN SCALE. 1/4 . P-0' 144i N.RONALD REAGANBLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX:407-774.4078 www.abdoeWngroup.com AA #: 0003325 MIxnmrv. a LO'h SILVERADO LOT #12 BLK. # 12 P1ROJm " 42.0- 21 MOD=- 4EHB "2605- HAYDEN" GARAGm DWENCk RIGHT PAGm: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B A. DATAk 11/15/18 ISCALEI: 1/4'=1'-O" satin" M1 i I -------------------------J SECOND FLOOR MECHANICAL PLAN SCALE, V4 . P-0' svaniv & LO R SILVERADO LOT #12 BLK. # 12 P1�OJl�C 04 8.0e - 2 21 MODZU 4EHB "2605- HAYDEN" 0APtA0s swnr0: RIGHT PAGE: SECOND FLOOR MECHANICAL PLAN 150 MPH EXP. B aP � 11/15/18 sCAL>Q 1/4"=1'-0" slims M2 2X4 TOP PLATE PER: PLILA. PRE-FA6 TRUSS IR'1L SOARD V!' DRYWALL T-Ir 2X4 WOOD STUDS 024' O.C. GLAD T : STUDS IN PAR7ITIONB SUPPORTING WALL HUNG PLUMBING INURES 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)^.. FIN. FLR Y 4 ' TYP. INT. WALL NON—BRG. D l SCALE. 3/4'.I'-0' FIDERGLAS6 SHINGLES OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R505.1.1 ON J' OAD. SNEAT4IING Oft J'Cox PLYWOOD SECURED PER FASTENER 604EDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATION& VENTED SOFFIT 14' THICK, 2 COAT PORTLAND---v" CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR.L 1'-O' TYP. 0A ,S/&' GYPBUJN EM OR 62' WISH 6TRENGTH CLG. BOARD ENERGY CODE FORM ATION R-VALUES PENCE STRUCTURAL ELEVATION R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL bd P.T. FlJIiRANG STRIPS 24. O.C. V cm In, GYP. WL. BD. WOOD BASE 1 e 4: n W/ WINDOW OPENING ti 0' PIA. SLEEVE. DO NOT CLiT R MOND BEAM NOT CUT SOLID 40= TI'a now WV (I)- ob BEAM (2) C011!!E - NERAM 2A PIPE THROUGH BOND BEAM WALK, s/ '.T-IW - FIBERGLA66 SHWALE6 OVER 030 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.0 ON 'OAA. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-IE G TRU66 MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FM. FLR TYP. WALL SECTION NO OPENING MOTE: PER SECTION 505.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A 5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM SCALE. 3/4'-1'-a 18 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 18 PERMITTED BUT MUST BE PER ASTM 0226 TYPE II, ASTM D 486-3 TYPE IV, OR ASTM D 6'15T Evt"GAS LN[ m : 2B GAS LINE THRU BLOCK yr .r FIBERGLASS SHINGLES OVER SO FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RBOb.LI ON a' OAJL BHEATINING OR P COX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 6' crBA 1'-0' TYR V!' niC.K 2 COAt - ROWLA D C87Nf PLASM AFFLW DNamy TO M45ONW R!m IN& 2.6 P.T. YD CNJ. AS MR APPPWVAL PISQ W-ALANI / EAOOR NOD s GARAGE DOOR JAMBS Dl SCALE: 11/2'•I'-0' 2x 6LOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS FISERGSLAS8 6HINGLEB OVER 90 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWb.0 ON J' OAS. 871FFDACAC AT ALL UPRIGHTS BHEATNING OR k CDX PER STRUCTURAL DETAILS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRU66 TYP. T1TL. DRIP EDGE O.H. PER ELEVATION 2x FASCIA PER IF ELEVATIONS CONT. 2x RAT RUN SECURED PER STRUCTURAL DETAILS VENTED SOFFIT WE ENERGY CODE FORMS FOR PIW-ENG. Gu48LE TRUSS INSULATION R-VALUES PER ELEVATION WEEP SCREED \ b/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER HIGH STRENGTH CLG. BOARD STRUCTURAL, DETAILS R-4.1 D48LLATION le, El IR' THICK, 2 COAT OW WINDATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES, SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY STRUCTURAL bt2 P.T. FURRING R STRIPS • 24' O.C. L12' GYP. WL. BD. , GMU WOOD DARE _ 0'-0' FIN FLR a. a . ' 4 � W/ WINDOW OPENINGTYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL VSCALE, 3/4'0-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-774-4078 wwwsbdwWngmup.¢om AA S: 0003328 Ik a mmumo avaDiv. ae LOP SILVERADO LOT #12 BLK. #12 PROJECT# 04128.002-12121 MODEL, 4EHB "2605— HAYDEN" GARAGE SIVIENCk RIGHT PAGE: DETAILS 150 MPH EXP. B FIBERGLAS6 6HMGLE6 FIBERGLAS6 SHINGLE6 OVER B0 FELT PAPER OVER s30 FELT PAPER OR SYNTHETIC OR SYNTHETIC PRODUCT, METALLED PRODUCT, INSTALLED PER SECTION Rwb11 PER SECTION Rwb.0 ON J' O.SL. SHEATHING ON J' O.SB. SHEATHMG OR �' CDX PLYWOOD OR k CDX PLYWOOD SECURED PER SECURED PER FASTENER 6CHED ILE FASTENER SCHEDULE PRE -ENS WD. Er R PRE-ENG WD. 24' OG. MAX. E€Cff 24' O G. MAX V T ON V ON METAL DRIP EDGE METAL DRIP R-30 NSULATION R-30 04OULATION PER ENERGY PER ENERGY CODE FORM. 2x FASCIA PER CODE FOR M. 2x FASCIA PER _m' o.N. 9/6' GYP&JM BOARD I,-®, ELEVATION6 5/b' GYPSlP7 BOARD ELEVATIONS TYP. OR W, 1-1161-I STRENGTH oN. 7YP, OR 1/2' MW STRENGTH CLa BOARD VIED - CL& BOARD VENTED bt2 FIRE -STOP SOFFIT N2 FIRE -STOP SOFFIT IT REFER%" I I INSUL. REFERENCE STRUCTURAL 4.1 MSUL. STRUCTURAL w J W WINDOW ATTACHMENT W w A6 PER E MANUFACTURES 6PECIFICATION6 PREFERENCE STRUCTURAL 3/4' T 1 G 6UEIFLOOR GLUED AND NAILED 3/4' T t G SUBFLOOR _ • AS PER NAILING IR' THICK, 2 COAT tt 1- GLUED AND NAILED A6 NAILING 1/2'THICK 2 COAT SCHEDULE 4 PER SCHEDULE i �LTEER� PLASTERPORTLAND APPLIED APPLIED DIRECTLY TO Au v DIRECTLY TO>y a MASONRY M V MASONRY J W m V DO FIRE -STOP DO FIRE -STOP SEE STRUCTURAL SEE 6TRUCTURAL R '?ELEVATION Akmit L V ON 5/8' GYPSUM BOARD S/6' GYPSUM BOARD NG OR IR' HIGH STRENGTH CL& OR in, HKsH STRENG TH BOA CIA BOARD ER — _ IrIZILEVATION D@ FIRE -STOP Do PIPE -STOP R-4.1 INSUL. R-4.1 MSUL. 1/2' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0 WNDOW ATTACI41EW A6 PER MANUFACTURES SPECIFICATIONS -REFERENCE STRUCTURAL Ix2 P.T. FURRING STRIPS • 24' OZ. 6' CMU 14r2' GYP. U_ BD. WOOD EASE IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Dc2 PIKE -STOP bc2 P.T. PINZRBNks 61MM • 24' OZ. S' C 1U 112, GYP. WL. BD. WOOD BASE e a A� W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING 2-STORY FIRST FLOOR BLOCK SECOND FLOOR BLOCK 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FA%:407-774-4078 www.abdesigngroup.eom AA #: 0003325 anon, OMMI1. Ae 1i0Ts SILVERADO LOT #12 BLK. #12 PROJ�OTip 42,0 -211 MODZIA 4EHB "2605- HAYDEN" GARAG3 8WD9Ck RIGHT PAGZEs DETAILS %150 MPH EXP. B DA O 11/15/18 6CALS 1/4"=1'-0" ssls�T 4. D2 HK TO BILK WV (2))i')W A -MOLTS 4' Vl=VMMNT HK "MR AND 40 SPACED EVENLY PRO' FLOOR TO 'J�m�■m=Y��w eDEe 2YX6 O,AROR AM DOMUCK W (5) IS JOW' A -MOLTS W OMBROM WT MN. WY 2W4 WAASNER AND NIT SPACED RAMY PROM FLOOR TO GARAW DOOR NDR, IN JOWM PRIOR TO PILLING, 1-2X8 PT BLOCK • CENTER OF ® DOOR HEADER BKVvXs'J-BOLTS 4' WIOK*EW WV 29O')V WASHER AND NET. M L,.,.... I IB MANFAGTIJER'S MTALLATION MTRNCTIONB WERE SUCH RISTRNCT10% AM MOUE STRINGENT GARAGE DOOR lxBUCK ATTACHMENT r__ TLyl I'X4' OR IW' P.T. NAILER Q Ix4 P.T. OR 1/4'X4' MIN. GEO.M THRU FRAME 4 EXTEND 1 Y4 INTO BLOCK W/ Nl(4' TAPCONS MIN. SWANK SIZE .145 MIN. MEAD 61ZE 300 MIN. EMBEDMENT 144- WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING tDOOR CAGING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAYS TO BLOCK +3/4 OR +5/4 R +3 4 +5 4 \Z/DCALE, KTA. 2X4, m SECURE TO BLOCK W/ II((,' TAPCONS OR (MIN. SHANK SIZE .W5 MIN. HEAD SIZE 300 ) MIN. EMBEDMENT 0.9 WITHIN W OF EACH END 1 16' O.C. MAX SPACING. 2X6,mo 6E0URE TO BLOCK Wn-V*' TAPCONS(MIN. SHANK SIZE .H8 MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4 ) WITHIN 6' OF EACH END 4 6' CM IBM OZ MAX SPACINGG, V DRYWALL 2X6,m VX4' OR 150' P.T. NAILER SECURETO BLOCK Wl1-%'7�D�WR CASING (MIN. SHANK 61ZE .146 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) H TO 2X PER WITHIN 6' OF EACI4 END 1 MANUFACTURES DETAILS. IS' O,C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1 y wnJDow T'0 Bwcx +1-1 » 2X4m SECURE TO BLOCK W/ V TAPO" (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A-) WITHIN 8' OF EACW END 4 NOTE, STRUCTURAL 2X WO C. MAX SPACING MUST DE CN OUTSIDE 4 2X6m SECURED THROUGH SEA PTO BLOCK Wn-�l(4' NON-STRUCTURAL yo. MIN MIN1 Y4 MIN. SWANK SIZE .145 EINTO BLOCK EMBED EMBED MIN. HEAD SIZE 00 3 cmu MIN. EMBEDMENT 1 Y49 WITHIN 6' OF EACH END 4 DRYWALL Y 18' OZ. MAX 6PACNG.'X4' OR IW' P.T. NAILER 2X6 mEl SECURE TO BLOCK Wn:xa, 'I&' OJMD. X 4' MIN. TAF'C.GIHB DOOR N:ABWHG (MIN. SHANK SIZE .i45 MIN. HEAD SIZE 300DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 A'ATTACH TO 2X PER WITHIN 8' OF EACH EIS ANUFACTURES DETAIL6. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +1-1 1¢' ��pp��I�__�'�Q__B�j� + - C' SCALE, NET . 2X4,m SECURE TO BLOCK W/ N)(r' TAPCONS MIN SHANK SIZE WE MIN. HEAD SIZE .I" MIN. EMBEDMENT 1Y4) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X W* OZ. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m 6ECAIRED THROUGH SECURE To BLOCK Un-%* NON-S ' N 1 YCTUIRAM (MIN. 6HANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 6, CM W OF EACH END 4 K' DRYWALL O.C. MAX SPACING D PX4' OR 1'X2' P.T. NAILER 2 X8m r■�O BLOCK Wn-i(`' CASIIJG (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4) T= TO 2X PER WITHIN 6' OF EAC44 END 4 MANUFACTURES DETAILS. 18' O:G. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLACK +2 4" wDHDOW TO BLOCK +2 1 4' 2X4m SEGO BLOCK W/ V TA (MIN, SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 NOTE, STRUCTURAL 2X WO:C. MAX SPACING. N„OT ST BE ON OUTSIDE 4 Cm SECURED THROUGH NON-STRUCTURAL SE1)(r' BLOCK W/2•N)(r' AE PTO IN. TAPCON MI-Y4 ((MIN. SHANK SIZE J48 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 cm MIN. EMBEDMENT 149 DRYWALL WITHIN 6' OF EACH END 4 18' O.C. MAX SPACING. El 'X4' OR VX2' P.T. NAILER 2X6® SEC RE BLOCK Wn-%' 6TO (APCZN DOOR CASING MIN. SHANK SIZE J46 MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WITHIN 6' OF EACH END 1 ATTACH TO 2X PER IS' O,C. MAX 6PACING. MANUFACTURES DETAILS. xon. wN 4.,�o w w4R+rRmo wr o®R, DOOR JAMB TO BLACK +3" E',VSCALE, N.T.B. 2X4m SECURE TO BLOCK WV V&' TAPCONS (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 WITHIN 6' OP EACH END 4 NOTE, STRUCTURAL 2X IBM O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SECURE TO BLOCK W/2-Y.' NON-STRUCTURAL. )W TAPCONB(MIN. SWANK SIZE TAPCCN MIN. i-Y4 .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 8' C-w WITHIN *'OF EACH END 4 K' DRYWALL WO.C. MAX SPACING, 2X8,m 1'X4' OR VX2' P.T. NAILER SECURE TO BLOCK UA-%' X SECURE TO TAPCONS(MK 6HANK SIZE UCTURAL MEMBER [i��t(2)1'2.d µ6 WITHIN S' OF EACH MIN. HEAD SIZE 300 END 4 6' TO 8' O.C. MAX MIN. EMBEDMENT I Y4) "--DOOR CASING WITHIN 6' OF EACH END 4 DOOR JAMB OR WINDOW 10' O.C. MAX SPACING TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BLACK +3" �� 2X4m SECURE TO BLOCK W/Yi TAPCON6(MIN. SHANK SIZE 145 MIN, HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X WITHIN 6' OP EACH END 4 MUST BE ON OUTSIDE 4 IBM O.C. MAX SPACING. SECURED THROUGH 2X64m NON-STRUCTURAL. SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4' TAPCONS(Mrt,L SHANK SIZE EMBEDMENT INTO BLOCK. 145 MIN, HEAD SIZE 300 I:m MIN. EMBEDMENTIY4) •DRYWALL WITHIN 6' OF EACH END 4 WOr­MAX SPACING, 1'X4' OR I'X2' P.T. NAILER m 2XIN a SECURE TO BLOCK WA-1/4 V Obp. X 4' MIN. TAPCON6 (MIN. SHANK SIZE J45 DOOR CASING MIN. (HEAD SIZE JIM MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. gllr 4M1 M1mDp �D,LF�M�fOON01 Yl DOOR JAMB TO BLOCK +3-T 16" TO B +3-7 G SCALE, N.Ts. 2X4,m SECURE TO BLOCK W/Yi TAPCON6 MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 6' EACH END 4 ,STRUCTURAL 2X MAXX W.C. SPACING. MUST BE ON OUTSIDE 4 2xbm SECURED THROUGH SECURE TO BLOCK WVI-1/4'NON-STRUCTURAL V POON6 TAPCON MIN. I -A' (MIN. SHMK 812E .145 (M EMBEDMENT INTO BLOCK MIN. HEAD 61ZE 300 MIN. EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 YJ' DRYWALL B' Or— MAX SPACING. I'X4' OR 1-,0' P.T. NAILER 2X6,m SECURE TO BLOCK W/I-114' ' P.T. X 4' MIN. TAP CASING (MIN. SHANK SIZE .148 MIN. HEAD 612E 300 7TTACH MR EMBEDMENT I Y4) JAMB OR WINDOW WITHN 8' OF EACH END 4 TO 2X PER I8' OG. MAX 8PACINb. MANPACTUREG DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3 SO" H WTOB +33 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-7744078 www.ebdes%pWoup.00m AA S: 0003326 svala:v. 7ADSILVER00 LOT BLK2 04 8.0- 1 moo" I4 4EHB "2605- HAYDEN" GAieAGA 8VfDlL}I RIGHT PAGZ- DETAILS 150 MPH EXP. B PDw� it/1S/iB scA=-1/4"=1'-O" ■213= D3 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232A FL 17232.3 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR W31/2020 FL 17248.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2018 FL 12029.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULUONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL 15217.14 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL 18240.2 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULUONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY SLOG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31 2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR W31/2038 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 12/31/2038 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.1 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 01/01/2018 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WADS SIDING 2017 FBCR 12/31/2020 FL 1326S.1 FL 4103.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2018 FL 7006A KO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 1S8.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM WW W.FLORIDABUILDING.ORG CONTROL DATE:10/04/2018 •1 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH:407.7744078 FAX: 407-774-4078 w zbdeskpgroup.com AA 0: 0003325 a a 0 0 a aysaiv. a LOT: SILVERADO LOT #12 BLK. #12 PBOJWTIP 0412 0 — 21 1 3MODEM4 4EHB "2605—HAYDEN" OAPARiZ awn90: RIGHT PAGM PRODUCT APPROVAL LISTING 150 MPH EXP. B raA j a�T D4 OLw7LD ewWID. ►T.A O F".A R. A R CPAAM. PT.w f. GrAQ . R.e: OLVWW NWID. F6A 1 OPMAN . Fr. w • ® L IKiD WMIO . IR. A L CfAN.R.w 1. f7OAAw . R. f: A Pew/r. G 0.w Pt. wand" M1.wYlTf711Gtle As Y 0 .enra, w,ee,war MAL. POW, W ea on. ® KICKOUT DETAIL ALI. siuoa,r �/ wT warra+a woes � WOOD SHEATHING OR CMU WRES LAYER e1, 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 f2l�AFAI IAI I Or —REED S'XS' 'L' TYPE CONTINUOUS Z GALv. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) r+ CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT :.. A- ROOF PER ELEVATIONS n"L" FLASHING �i N.T.S. DRAINACzE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER—.—...— — — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO SELF—ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO 5E PER SECTION R-1031.1 / ASTM C-54-1-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOTNOT MEET SPECIFICATIONS) 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 407-774-4078 www.abdeslgngroup.com AA k: 0003325 94 a b d a ry 0 a FORMae �� SILVERADO LOT ##12 BLK. # 12 PROJDCw 04128.002-12121 MODZL: 4EHB "2605— HAYDEN" GARAG! S11DTG: RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B 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 R-103.1.1 / ASTM C-841-OS, MIN. 25 LBS. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPER OVER 'G:JICK FLASH' PIPE THROUGH WALL W SELP ADF-IESIVE— FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — LWER 'GUIOC FLASH' f —I A VENT PENETRATION SCALE, N.TA. ELEC. METEI VERIFY LO STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PIRIOR TO ELEC. METER INSTALLATION I I ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (U LAYER OF PAINT PRIOR TO INSTALLINCs ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 1- -� "' ­' '�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 WR5 LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW GUT SUCH TWA NO MEII R ENTERS BOX, APPLY TO PA EDGE APPLY £-Z OVER 6® Mi GRADE 'D' FELT-PROVI SEALANT AT JONTS AND INTERSECTIC STEP #1 STEP #3 WRO LAYER h, STUCCO WRAP Arm CUT 'X' INTO SELF-AD1ERING MEMBRANE FLASHING APPLY SELF-ADHE RING I-ENIBRANE FLASHING OVER BOX AND OVER APPROVED UM LAYER *I STEP *2 WRIS LAYER 01, STUCCO WRAP APPLY 60 MIN SEMBRANE GRADE 'D' FELT ® MEMBRANE FLASHB,Ks PLA OVER SELF-ADHERNG PLASHING OVER APROVED HOUSEWRAP WRIS LAYER $2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATm OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ,L METAL LATH STEP IS STEP #6 OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 327S0 PH: 407-7746078 FAR: 407-774-4078 www.abdesigngroup.com AA M: 0003325 anm� SILVERADO LOT #12 ou BLK. #12 PROJL'CT 04128.00�-12121 1[ODZU 4EHB "2605- HAYDEN" GARAOX NVWO: RIGHT PAGR: WALL ASSEMBLY DETAILS %150 MPH EXP. B r:A 11/15/18 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 2 112' CORNER BEAD (FASTENER 4 SPACING ® l' O C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � R\CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdssigr8roup.own AA M: 0003325 h L4 8 V 4 3 MO avzwiv. as LOT: SILVERADO LOT #12 BLK. #12 ]pnoJ=T* 04128.002-12121 MODEM, 4EHB "2605- HAYDEN" 0A3tA0Z BIWEWM RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B I Rant/ a Dw11/15/18 DCALM 1/4"=1'-0" B*Mc= WA3 WOOD Q"TRJCTION WEYOND WOOD &EATNNO NAPIRR I,QlIliIK moll'o / \ 6�1lllkilAL FL LP--� M PLA&1Hdi \ 1 AGNINS ADWERM � TIIR �6MTIY! STARTER !TRIP / \� \\ BCG AMRMCRTNE � FLA61�ti6-MJNl1lRb QiALV'fl MTAL dNLYD ""A. 'r ILASWM }WOOD TRAM Y@!ER / L9 x 6 S�yLpTEp I iuwD TRM FIFbEIt \� 4APuvcauucr�s / OR APPROVW eeAL.wT SIDING TO STUCCO ® BLOCK TO FRAME 9 TRANSITION NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-0S, MIN. 2.6 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — • — - — BUILDINCx PAPER) METAL LATH x—x—x—x STUCCO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 wwwabdesigngroup.com AA 0: 0003325 8 A O aXMDiv &Loan SILVERADO LOT #12 BLK. #12 1pnoi CTp 04128.002-12121 MODEMA 4EHB "2605- HAYDEN" 0AXAGN 8VWC a RIGHT AAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B L AR NO a3729 J rD�AAITM: 11/15/18M 1/4"=1'—O"r A4 \\ T/B TEXTURED // FINISH • WDOD, .. , . . W' TEXTURED 2x6 SUB -II x x x - WA'x4' NOTCH • MLATH LAT x x x x x /— - END, WRAPPED IN I i, PEEL 4 STICK METAL FASCIA WRAP WOOD "ATWIWs OR CHU x x x x x x S. I t BRS LAYER h, x x x x x x I' DRIP EDGE P STUCCO WRAP(FRAME ONLY) x x x x x x x x x x x x , WRB LAYER 4, FORTIFIBER x x x x x x x x x x x x x ------- E-—-- ---- ---- i i I 1/8' TEXTURED I � FINISH •WOOD �� 2X6 dle EMND ElUILDRJG PAPER (FRAME ONLY) RoopwA ° T x x x x x x x x x x x x x x x x x x x x x x x x ..:..... .:: � ...... % FRAME OR CMU FELT PAPER I i/S In, TEXTURED x x x x x x 1� FINISH ®CMU DRIP EDGE x x x x x x x x x x x x x x DRIP EDGE \� x x x x x x x x METAL FASCIA WRAP Ya' FROM ©FLAN 8 METAL KICK out x x x x x (REFERENCE POINT ONLY. FOR WALL OFF STUCCO, IFROM �� " SET OF COMPONENTS) WOOD WALL EXTERIOR WALL (FRAME OR CMU) \\\ NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY \ \ \ ®ELEVATION ®PLAN A r—ROOF KICK OUT REMOVED FOR CLARITY -!-ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) 11,1/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED i / FINISH • CMU / 2x(o SUB -BAND WA'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 • WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/126 NAILS &'-8' O.C. MAX. 2x SUB -BAND W/%'x4' NOTCH • END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL 3• x x x z` ..,.. x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I. x x x x x x x x x x x ,/.. . x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x �x ,. _ .... .. .. :.. SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/06'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y♦' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT • ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesW%roup.com AA N: 0003325 ki amm ou3wIV, SILVERADO LOT #12 BLK. #12 Pnoa=T/ 4 2 - 212 uoasa 4EHB "2605- HAYDEN" GAllAGZ SNDNG!t RIGHT PAGIM WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH EXP. B aw T' 11/15/18 sCAIM 1/4"=l'-0" 4i11311ST WA6 TE-1 7 I I 4" CONC. a SLAB I 3 r _ — _ — — _ — _ FM-18x18 — _ _ _ _ _4 _ 1• I 7-8" I -OF � b I� m u` TOP I § SLAB LL 00 I I �v LL 9 r � �— CWFi2xl2 _ I I 11 i? O N ii g 1 � F(2 4 b ,.1 I voi �C-12x1f _ .N o Iii� ltl t I a UP TO 2ND FLOOR (FIELD VERIFY 4" f C VC� SE tP 8 'YO EXACT LOCATION) � 15 T�o8" ?7 B 0 1 X #3 TRANSFER STEEL b � a I 24" O.C. MAX UI rn 2 YFINNCONC SLAB N I I N ml iD ILL 4 ,. 1 LLI O 7-10" 1B'-0" 2'-10" FM-18x18 _ L — — 4 I4 7'-B" � If 1 10 : °4p0 � w 4" CONC. t? L", — — FM-18xi8 b N w SLAB § FM-12X18 v v 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 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0", 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 10 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 WTI'H THE VLANDOWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.MNDICATED #S BAR, BNDICATES #B 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 =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 2,000'SF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE 05'S AS SHOWN ON THIS PLAN, UNLESS OTHERVWSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS 8) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WTH A.C.I. 530.131ASCE 5.13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.13IASCE 5-13, USING: Fm= 1,500 PSI, TYPE "M" OR'W MORTAR, ASTM C476 GROUT CJOW PSI), UNITS LAID IN RUNNING BOND. 16. WIRE YIELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'40" 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 REINF. REMARKS Bx8 W1.4xW1.4 OVER GENERAL 3 12" B MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WITH 30"LEGEACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT I LONG FM-12x18 IT CONTINUOUS 18" (2)#66 FW16x18 18" CONTINUOUS Is, - (2)#5's FM-20xl8 2T CONTINUOUS 1S, - (2)*Vs FMC-18x18 18' CONTINUOUS 18" - (2)#5's VARIES 12, SEE PLAN 17, - (2)#5'6 CWC-12x12 12, SEE PLAN 17, - (2)#68 F-24x24 24" 24" 17 (2) #5's (2) #5'.s TE-1 8" SEEPLAN 8" - -0•-0^ 1441 N.RONALD REAGAN BLVD. LONGWOOD, FL 32150 PH: 407-774-6078 FAX: 407-774.4078 www.abdosWigroup.com L AA #: 0003325 anon; stnovrv. ae w SILVERADO LOT #12 BLK #12 PRO ' 0I- 1 aaoa>e�.1 4EHB "2605- HAYDEN" RIGHT PAGIi FOUNDATION PLAN %150 MPH EXP. B 30" MIN. EACH WAY MONOLITHIC FOOTING STEEL REINFORCING IN GROUTED _iI, d IL STEEL REINFORCING IN GROUTED— SEE PLAN FOR SIZE AND —. •�— _ arC CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS ILCELL a SPACING REQUIREMENTSP— • .•w G uj W O ��—..' T.� GARAGE DOOR RECESS W I o IL aWj ..I,q. v FM cr N 8" CMU WALL O a" CMU WALL , . CORNER BARS, SAME SIZE AS BAR . W B+ O I IN FOUNDATION WITH 30" LEG EACH d W U 1/ y TOP OF SLAB TOP OF SLAB P WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS I ut a) _ + MATCH AMOUNT OF CONTINUOUS BARS •I .I, ?k- CURB FOR . e EXT. PORCH SLAB SEE SLAB SCHEDULE BAR SIZE 4B BAR DI0. 4" CHAMFER (I -STORY) 18" , EXT.4" �• SEE SLAB SCHEDULE TOP OF GARAGE CHAMFER (1STORY) w. I ..II` CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE '" 7L0, ONRY UNITS S SET AT ELEV: W/ 1/2" ISOLATION JOINT (WHERE ^ F � � 6" CHAMFER (2STORY) 4`a 24" W/ 1/r ISC�HOLATION—J , 6" CHAMFER (2-STORY) APPLICABLE) i SEE SCHEDULE 3v' JOINT (WHERE APPLICABLE) i ; .? EE SCHEDULE ° WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING FOR WxD, BAR SIZE u8 35 ? FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY N AND BAR QUANTITY NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO #7 ar EXTERIOR MONO -FOOTING r�EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 6CALE:34"=1'-a' L SCALE:34"=1'-a' GARAGE CORNER BARS DETAIL DOOR OPENING 3 scALE: 3/4^=73. 4 SCALE: LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 1Sd COMMON NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING W WALL W/ SYP No 2 STUDS SEE 2" CAPPED W a I PLANS FOR SPACING SINGLE GALVANIZED PIPE O N NEW REINF. BAR BTM. PLATE TO BE PT. W/FLANGE 6 BASE O a SECURED W/ 2- PART PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO 4 g EPDXY. MIN. EMBED SLAB W/10d MASONRY B", UNO NAIL 16" O/C STAGGERED. 84 FOLLOW ALL MANF. SPECIFICATIONS FOR N SECURE FLANGE 70 USE I SLAB W/(4) 1/4" X 2 114" TAPCONS F PREPARATION OF (9 v to W HOLE. w w SEE SLAB SCHEDULE 1 p 0 Q QO TOP OF SLAB ' 4" CHAMFER(ISTORY) 4 = • • =d .�— e 6" CHAMFER (2STORY) A EQ. EQ. EE SCHEDULE BOLLARD FOR WxD, R SIZE QUANTITY AND BAR ADDING BAR TO INTERIOR CURB FOUNDATION WOOD WALL MONOLITHIC FOUNDATION $ scALE:3°"=''-o (NO UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. POURED LINTEL CONT. (TYP.) 8" CMU FILLED CELL(TYP.) SEE SLAB SCHEDULE2X WALL FRAMING W.GROUTED 12" DIA. USP 725OSD BOLTS 5'TOP OF SLAB'e• MINIMUM EMBEDMENT INTO CELL, 4" FROM ENDS AND 16" O.C. VERTICALLY MAX SEE SCHEDULE FOR WxD, BAR SIZE AND BAR QUANTITY INTERIOR FOUNDATION WOOD WALL INTERIOR FRAME BRG WALL TO (NO UPLIFT) BLOCK WALL CONNECTION 1 SCALE: 3/4"=,•-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdosWngroup.com L AA 8: 0003325 summ ar Lon SILVERADO LOT #12 BLK. # 12 PnOaMT* 04128.002-12121 moDzu 4EHB "2605- HAYDEN" GAieuaa OWD90- RIGHT PAOM DETAILS 150 MPH EXP. B 11/157me BCAM 1/4"=1'-0" wimcvr S1.1A d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774.4078 www.abdostgngroup.com AA N: 0003325 W Q 8UNDIV. & LOTt SILVERADO LOT #12 BLK. #12 FROTIP 04128.062-12121 mol"m 4EHB "2605- HAYDEN" GARAGN NlrD9G k RIGHT PALM, FIRST FLOOR DOWEL PLAN 150 MPH EXP. B FIRST FLOOR DOWEL PLAN SCALE: 1/4" = V-0" TIE VERTICAL REBARc TO HORIZONTAL REBAR W/10'HOOK = g GROUTED BOND BEAM iv - VARIES PER ELEV. Z ° N 'p CLEAN OUT REOUIREO FOR INSPECTION ;•. I TIET/ERTICALREBAR • b ! TO HORIZONTAL °.: REBAR W/10"HOOK BAR SIZE 148 BAR DIA Z #3 1S" U #4 #5 24" 30' #S W. HORIZONTAUVERTICAL #7 47 REINFORCING (D- SCALE: 3/4"=1'-0" OFFSET METHOD CONTINUOUS SARSIZE 4884R DIA #3 19' METHOD #4 24- HORIZONTAUVERTICAL #5 3(r REINFORCING 07 47 2 #7 4r' SCALE: 'J4"=1'-0' #6 BARS a CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774�4078 wwwAbdeaWkgloup.com AA #: 0003325 Pi W 0 yC F w /f� V aysniv ae Loan SILVERADO LOT #12 BLK. #12 PROJECT 4128.00 - 2121 MODIM 4EHB "2605- HAYDEN" OARAOR awDdOs RIGHT PAOR: DETAILS 150 MPH EXP. B FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (i)10d x 1 12"HDG NAILS, SMALLJACKS < 9' MAY BE NAILED W (10)d x 1 12• HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1/2" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALLAND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (41. 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 REVIEWAND APPROVAL. 9. PLACE 20 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 P8S38, .177• " x 2 7/8" LONG, WITH WASHER ,g218" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOVIM 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. HEADER SCHEDULE MARK OPTION REMARK O (2) 2X8 BEAM SCHEDULE INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM / B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION l l) LOT REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBt MASONRY 3000 (1)#5. (1)#5 WA GROUTED SOLID BB2 MASONRY 3000 (1)#s N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOAD5 FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL LOADS 8" PRECAST 8 PRESTRESSED FOR U-LINTELS I SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS alal�Mq SAFE LOAD - POUNDS PER LINEAR FOOT 0-4-IPE SA P LFOAD SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH o"S awn I wim WSM "" WON aaY TYPE LENGTH an RCNU TYPE LENGTH ees4T eera 4Ptl-1T 4raer WWT IP1feT IW6,7 eerie sFa,47 lPa4a, Mena wow sm47 one BUB M44s �P $ Wilms ~11 ""a 'n►Y slew» 8'4' (431 PRECAST 2221 esr ales sw eem ow Sent„es, 8'-0' (12) PRECAST1026 1024 1BII Yd" PRECAST "m as less 06 MI 1Ye 7001 sees sees 4M s111 n4 W4 lseet Hlo m aes 4m ® oats seat [¢ (4B') PRECAST tM8 7114 sm aM 4m sN, 1014 stl1 f4• (4NI PMGW 786 78I 720I 410' (4I'i PRECAST m aes 7aes lsee wn lM am 2" 4M eew no =4 nm TINT m as essD flee 4m /M lm 4'd (6P) PRECAST 1feB No 31,s aes ml an am aes PA' (e4'1 PRECAST aIz 1101 fo7a 41e• 1149 PRe+cArT tar -am era an wee 4nt we lM 4m es,: 7fa am ,Mt llm saes as Sal am wee 471, em El' PREfYl6T 1217 m iM m aes am all' Yes 84' leH'1 PHE(i1B'T N1 417 748 84' (Q4� PRL't.AET 1see 1 an as less m SEE saes IM s lsa tree 1Tw an aes some aw 41111 A-1S' (W) PRECAST im tin Hia tat alsosee nn an E•t0` (10") PRECA$I B4D m NS 8"•W (In PRECAST M Sm all lee 4W m, am 4M flat M INS ese' 1 ass esw 1 /M 4133 dd PRLi'I18T BIB "a i NO M SW 4118 Sellm 014' (Fin PRECAST ID7 721 400 Sd (In PRECAST „ Seen OM m iees{m See M 1417 m 1 lea im I Seel am T� on PRECAST 74s lest IM eat m m feel aeee 7d (BOJ PRECAST 424 a2+ aes Tor Mn PRECAST 737 'a, m 01 im m m m w 7S sees eees IM all as eel V-4. 1 PRECAST ry M tts 1M aes ass sm esa 814• ry1r1 PRECAST ffiS 812 210 Yd' (H2� PRECA6T a1 m tea ,M =4 Seel M m me I ,see I IM I sass an 10'4• (t18i PRECAST 475 see M UR nn lm 2m ass Ind' (1211 PR@CW 294 401 180 1" (IV) PI�Y/187' M m sls , law=I w tea Nee saes SM M M Im Im 1m as sm 114' (188') PREGST SB2 M lee m " ell am 4la 714' (188� PRECAST 2BD IB2 16t 11V• (128') PgEt718T 4es s/ M ,M , 11" 1m M see tea on 30 lm 4M 4es M W2 tmni men 1W (tM•) PRECAST WM M m tell tea M We lea (14n PRECAST 2u 402 IV 12W ctM PRECAST 4n Nt m M 1 , M,2sP m all 1a4 ales an Seen124 41s M see as , ,at as 184' ryea'► PRECAST 22I 4" m ,m NO Yee 2m aes (ion PRECAST 217 321 t10 11r•P (m) PRBCAST 0 M W 7s see 11 IM m m ,m um 1M eeee m1S4• 40 400 m iimonj 411.1 Isom ,esT 1l-0• ryp•► PREpIST 27I 4es 701 tea ,m Sell, aes 1M• ry� P4RECA6T 208 2BI 180 14W (illy PRECAST as M M Tel M 1 m 44e 7n 1M eel nee em tM 4ee 4es nlJ imnJ 1 1 nee 1"(77'S') PRfiS1RF?SA� IIR. M M M M M M M i!d' (17n PIBIIEBI� PLR 2N W 1M' (tT67 PRmIAl�D M lee M M M viani m emend M 13mob.1 M ,et lea ,m 0 7n m tee' at1 my >M tE4' (,N') PRE87R UK4n M M M M M M 1" (iM fNRBT NR 2IP M I" (181') PR�11 s9/ M M M 0 "A M Scow 7s t s11 1 lees Tie m tm an me Sees 1R4 �1 P'R ILIL M MR M eel M eet M 1714' Wn PROrRENO NX 104 64 17'-4' on PREPPAEUM 7s In So M 0 MA des 70 M 1omd 7r an M sm M M M m "a ,M aR I" Mn PRB37R66'8® RR M M M M M iC•4' PRBSTREBBe, MR 1" 62 1" (�•) PII�IRiBBED 1! 0 M M aee 0 A 4a M W M, sw 1 NIT 1a7 M 4es m up m 1M lm 21'•4• (7d8') I NA MR M M M M M M M (7E8') PRFSTD RR ,aB 42 2,4' (2I6") PREO',RsBED 7Y ls4 M M 0 M M M M M Be 1114 m 1M 22W GB49 PRBltltae� 1Y m M m m M tees m m 0 M M tell M 27d• W49 PRFAIR NJL M M M M M M M 22W f 9 f4i NA 11S 40 tee lee M m ,nee m m m Tel M m so sod ad Mws M M M M M 2Pd• (J n PIIi81RE8BED ILR. M M M M M M M �S. � P1�TR6AI® RR 91 28 21'4T OW PIIB111EIB® m M Sets 4o M 7s m 0 fee 0 M M ten 7a! (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR - ALL VALUES TAM FROM TAPE LOAD TABLES' BY CASTCRETE MAY 2M EDITION • PRECINCT PRODUCTS BY MORE TO MET OR EXC INVALIES STATED ABOVE ALL PRECAST PRODUCTS AM TO BE INSTALLED PER 1MMIFACTLIM SPECIFICATIONS • PROVIDE NmNU# 4'OF WART 3 PART EACH INDS OF WMDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E. C.P. CORPORATIONZASTE-CRETE DIVISION ACCEPTANCES: 16-0128.03 FIRST FLOOR LIFT BEAM PLAN SCALE: 114" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL.32750 PH: 407-774.6078 FAX:407-7744078 www.abdoeigngroup.eom AA R: 0003325. sumorv. O/ Low SILVERAD0 LOT #12 BLK" #12 04128.002-12121 MODRU 4EHB "2605— HAYDEN" GARACis s1►ENCk RIGHT PALM FIRST FLOOR LIFT BEAM PLAN AND NOTES 150 MPH EXP. B L AR W 977M A D � 11/15/18 sCALM 1/4"=1'-0" stm " s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W 10' HOOK #5 BAR IN BOND BEAM OPEN FACE SHELL SO AS TO ALLOW BEM BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM CORNER REINFORCING OF BOND BEAM SCALE: 34'=1'-0" SINGLE BOND BEAM AT HIGHER ELEVATION SINGLE BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 7p, yJ� #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS 3 AT CORNER STEP SCALE: 3l4"=1'-0' V� O� F OQ I �O NOMINAL # OF #5'S, IN 2ND BOND y WIDTH BEAM COURSE NOMINAL �1 6-1 T/1 �/c B p•" �F"" 9 7� HEIGHT # OF #5'S, TOP BOND BEAM COURSE IT IS THIS ENGINEER'S INTENT # OF #5'8, BOTTOM THAT XFXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/0M/0B INDICATES A SINGLE BOND BEAM PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. U UNFILLED FILLED W/ GROUT = F L WINDOW PRE AST +319, "a WINDOW SILL Z L SLOPE TYPICAL MASONRY WINDOW 4 SILL CONSTRUCTION SINGLE #5 CORNER I BAR, 3040 TURNED UP OR TURNED DOVM INTO STEEL REINF. OF FILLED CELL BOND. BEAM PRO RATOEACH SIDE VIDE #6 BM STEEL REINF. OF OF ELEVATION BOND.BEAM CHANCE CHANGE IN ELEVATION OF BOND BEAM SCALE: 3/4"=V-D' NOTES TO THE INSPECTOR/CONTRACTOR TYP. B'x8" oa � L.PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED 70 ACHIEVE THE REQUIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (,) #6 BAR CONTINUOUS MOUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 06 BM IN EACH COURSE. TYP. 8'k18' ip 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WTH A LINTEL THE BOTTOM BOND BEAM COURSE OF BOND BEAM 19 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. UNO COMPOSITE 8x18 DBL BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM IQ W/ (1) 05 BAR .,, BOND BEAM GROUT SOLID FROM P LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTELW/(1)*'. BAR(L2) MASONRY LENGTH OF BAR = WIDTH OF OPENING-7 OR BEAM DESIGNATION �f 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL (LI) REFER TO PLAN FOR LOCATIONS B me de Se WOODS01011 FAB1B6lgg1CW d.=7'MIN, 2 r MAX s.=2}'MIN,9"MAX mb4 s, =1 �' MIN, 2 J' MAX e. = r MIN, 2 }" MAX d. =T MIN, 2 }" MAX s.=2 t"MIN, WMAX s, =1 ?'MIN, 2 j' MAX t' MIN, 2 }" MAX d. =Y' MIN, 2 }" MAX s, = 2 t' MIN, W' MAX �� &=1 a MIN, 2+J'MAX ..=t' MIN, 2 �' MAX 'MUST HAVE 2 OR MORE LONGITUDINAL ROWS OF NAILS NOTE: • ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN • ALL NAILS PENETRATE ALL LAMINATIONS AND AT LEAST 1 i OF THE THICKNESS OF THE OUTERMOST LAMINATION WHERE: d. = END DISTANCE s. = SPACING BETWEEN ADJACENT FASTENERS INA ROW s = SPACING BETWEEN ROWS OF FASTENERS = EDGE DISTANCE DOUBLE STUD W/ 10d NAIL ATTACHMENT 8 SCALE: N.T.S. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 92750 PH: 407-774-0078 FAX: 407-774.4078 www.abde•Igngroup.com AA #: 0009928 J0 Amm aVSDIV. A# IA1Y SILVERADO LOT #12 BLK. # 12 pitOJl.CT 4 — 21 mol"m 4EHB "2605— HAYDEN" owicwGs awares: RIGHT PAdN: DETAILS 150 MPH EXP. B L AR NO 96723 �� 11/15/18 sisE= S2.1A FRAMING NOTES 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 W (9)10d x 1 12" HOG NAILS. SMALL JACKS < 9' MAY BE NAILED W (10)d It 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 12" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" HDG NAILS, FILLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. 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 (41. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEERS 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 P8S38, .177" " x 2 7/8" LONG, WITH WASHER Q 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. TRU88 MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,5W LBS SHALL BE FABRICATED W/ A 2xe STM. 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 ALLTRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE 811E A SASE PLATE OR MARK DESCRIPTION REINFORCEMENT4X6 REMARK 4VD-1 (3 X"x54.) SYP. USP HTT4 W/5/8" DIA 5IS3.1A PT., WOOD POST x 5" EXP. BOLT FIRE DRAFTSTOP 3/4" SUB FLOOR 2X4 NAILER PRE-ENG. FOR DRAFT FUR. TRUSS STOP tu� ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4" PLYWOOD DRAFTSTOP PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFTSTOP 3/4" PLYWOOD DRAFTSTOP PLAN VIEW DRAFT STOP DETAILS U: G: 1 GRDER TO CMJ WALL WAI P L4riNA76G W!(1 WEDGE lOLTB AND 4) WS3 WOOD SCREWS TO GIRDER. 3 1 FT4 FT8 FT3 n n u II II II II II II II II II II II II II I � I I II II II II 11 11 11 11 11 11 II II 11 11 IIII rl II 11 11 � � � � � � � �I II II Ii II 11 II 11 11 II 11 11 11 II I t 1 II It 11 11 11 IIII II II II II 4 2c4 L W I I IIII I I I I 11 I I 1 II II II 11 Ir Ir II Ir rr rr 11 $YR ND2 1 rl I) II II II II II III II II II II s P0.2 II II II So II II IIII II I I I I I I S -rui SIM11 11 11 �111 I I 11 11 III I I 11 I I 11 Y"PLY 12 .C. G: 4922 LBS IIII I I I I II FT2A 2-:PLY G5325326 LBS < II-----�-- ----- I DRAFT IIII II II II II klT2G_ _ - _ — _ _ _ _J.LI` STOP �� ��II 1 11 rl 4_____ DBL STUDSEEDETAILB/S2.tA 31_ _ 31 _ — II II II II II II II II II II r— - q - II 11 II II II 11 Ir 11 11 11 10E _ 3, II II II II II II II II II n u n n n n n n u u 3.1_--_ ,WFLODR II _ II II _il II II II _II II _II TRUSSES G M O.0 rr—n— 11—rt- 11—rr I r—"n— I II II II II II I 3', I II II II II ) n n u n n n u n n n II II II 11 11 11 II 11 11 II F71 ills to T n I n n n u r 1 1 n n 3, k II II II II II II 13t I II II 1-PLY n e II n d u 345 LBS Cume 1DA II I iDE I II II 11 11 It 11 11 11 II 709 LBS = n 3.1 u u n n u n CJ1E + — IL11 H 11 _ 3 FIRST FLOOR FRAMING PLAN SCALE: 114" = V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.audmlgngroup.wm AA#:0003325 BIIIIII ,ammo sysaty a tale SILVERADO LOT #12 BLK. #12 P 04128.001-12121 MOD= 4EHB "2605- HAYDEN" Gucwoa MWMWGS RIGHT PACM FIRST FLOOR FRAMING PLAN 150 MPH EXP. B L AR NO 98723 J D max' 11/15/18 &CAtJ& 1/4-=1'-O" amEmm S3 A-(1)USP HTAle TRUSS ANCHOR WITH (9) 10dxI l2"TOTRUSS. FL#17580 8-(2) USP HTA16 TRUSS ANCHOR WITH (0) 10d x 1 1/2" TO TRUSS EA STRAP. FL#17880 DBL STRAP, 1 EACH SIDE VOWS UP AND OVER TRUSS (NOT SHOWN) 1.2, 2. WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W (3)16d GALV. COMMON NAILS. lx2 SECURED W 10d GALV. COMMON NAIL3 / 17' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOF/WALUFLOOR SHEATHING FASTENER SCHEDULE' TRUSSES Q 24" O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (1 STRAP) B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) TYPICAL TRUSS/ 1A 16 GIRDER CONNECTOR(S)SCALE: S#'_' IGINEERED WOOD TRUSSES PLYWOOD SHEATHING, SEE 24" O/C, SUBMIT SHOP "ROOF/WALL/FLOOR (AWINGS FOR REVIEW SHEATHING ID APPROVAL FASTENER SCHEDULE" USP HTA16 TRUSS ANCHOR TH (9) 10d x 1 1/7' NAILS TO USS EA. PROVIDE 4" MINIMUM NOTE: FOR (A) W SINGLE INCRETE EMBEDMENT. DBL PLY, A PT SYP #2 2X6'XV-(r RAP, i EACH SIDE WRAPS UP MAY BE ADDED W 10d ID OVER TRUSS (NOT NAILS, 2 ROWS, 3' O/C TO OWN) FACILITATE 2-PLY ED IN CONJUNCTION VATH CONNECTOR, AVY UPLIFT CONNECTOR �(A) USP LGT2 W/ (5) 1/4NT POWERS WEDGE BOLT& (16) 16 GALV. NAILS TO TRUSS(2PLY) #FL17240 (NOT SHOWN) (B) USP RFUS STEEL CONNECTOR WTH (4) 3/4"x8" WEDGE BOLTS AND 1x2, 2x WOOD FASCIA (12) WS3 SCREWS FL#8223 SEE ARCHITECTURAL 2x SECURED W(3) 10d GALV. COMMON NAILS. IF 4 BOLTS ARE USED W SECURED W/IN MASONRY BOND ENSURE THAT CELLS ARE GROUTED GALV. COMMON NAILS BEAM SOLID, 8" EACH WAY OF BOLTS 12" O/C SEE SCHEDULE A ALLOWABLE UPLIFT = U.3900 LBS, L:1785 LBS (2PLY) B ALLOWABLE UPLIFT = U:9000 LBS, L:1310 LBS (4 WEDGE BOLTS IN RFUS) TYPICAL ROOF 2A 2B GIRDER CONNECTOR(S) L " # 1175 UPLIFT USP HTWM20 W/1010d TO TRUSS AND (4) 114" x 2 114' TAPCONS TO CONT POURED LINTEL # 1900 UPLIFT (2) USP HTWM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WH010d TO TRUSS AND (4)1/4" x 2114' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 7 COVER 2" APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN 3/4" T & G SUBFLOOR GLUED AND BRACE W/(3) 12d 0 EA TRUSSES WHERE TRUSS (DIAGBRACE ToX-BRACING IS PRESENTAT SCREWED AS PER SCHEDULE COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING LSTA12 20 GAUGE SEAMS) W/ 10tlx12 HPG COMMON NAILS, 0'-0" TO 30'-0" (,) "X" BRACE C EACH END TOTAL OF 10 30'-1" TO 60'-0 (3) "X' BRACE BRACE 0 CENTER SECURE 2x8 PT. PLATE TO BLK W 12" DIA FLOOR (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W 7' GIRDER FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32"OC MAX PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 PRE-ENG FLOOR TRUSS P.T. PLATE W/ 12ds 8" 5/8" GYPSUM BOARD OR 12" HIGH S7IFFBACK SS PER O.C. MAX STRENGTH CLG. BOARD TRUSS ENG) ONT. 2x4 SECURED W (2) TO BE INSTALLED® 10d's EACH TRUSS SECURE TRUSS TO TOP PLATE w/ (2) 10'-, O.C. MAX 18d TOENAILS DOUBLE TOP PLATE 2x4 OR 2x6 WOOD BEARING WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP PLATE PROVIDE BLOCKING 12" GYP. WL. BD. �)UE FLOOR TRUSS CONNECTION L.B.W.:—=I- (NO UPLIFT) NOTCH DEPTH 1/4•D O OLE EDGE >5/e" OLE DIAMETER _ / < 2/5•D SGL. STUD OUTER 1/3 OF SPAN ONLY BTM. - PLATE STUD NOTCHING AND BORING LIMITS EDGE>5/8" HOLE DIAMETER < 3/5-D DSL. STUD HTT4 W/ 5/8' A.B. WITH MIN. 7" EMBEDMENT TO SLAB & (20)16d x 2-12" NAILS TO POST. POST TO SIT DIRECTLY ON SLAB — — a ..4 GIRDER/WOOD POST CONNECTIONS 5 SCALE: 3/4"=l'-U' A - USP THDH26 G < 1200 LBS, U < 1280 LBS W/ (1) 3141 USP WEDGE-BOLT/JaMT, 5' MIN. EMBED (20) Ted GALV. COMMON NAILS AND (8) 16d VALV. COMMON NAILS. FL#17232 B - USPTHUH26 G < 2400 LBS, U < 1425 LBS W/ (2) S14- USP WEDGE-BOLT/J-BOLT, 6' MIN. EMBED (20) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS, FLUF17232 C - USP THDH28-2 G < 2400 LBS, U < 2560 LBS W/ (2) 314' USP VvEDGE43OLT/J-BOLT, 5" MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FU917232 D - USP THDH28-2 G < 4800 LBS, U < 2860 LBS W (4) 3/4- USP WEDGE-BOLT/J480LT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)16d VALV. COMMON NAILS. FI#, 7232 E - USP THDH28-3 G < 4800 LBS, U < 2650 LBS W (4) 3/4- USP WEDGE-8OLT/J-8OLT, 5' MIN. EMBED (36) 16d GALV. COMMON NAILS AND (10)18d VALV. COMMON NAILS. FL#17232 WOOD LEDGER 9 ATTACHMENT DETAIL SCALE: YV'=,'-0' 5'EDGE CENTRAL SPACING SPACING SEE SEE HEDULE SCHEDULE SEE FRAMING PLAN SEE SCHEDULE FOR BOLT SIZE SEE LEDGER SCHEDULE 5 1/2" MIN. EMBED. (TYP) f3l ;B 1. ENSURE THAT EXP. BOLTSV-BOLTSARE PLACED INTO GROUTED CELLS, B" ALL AROUND ETIN BOLT. Z_ 2. END OF FRONT AND REM LEDGER SHOULD °p g LAP A MIN OF 'V4r 3. ALL BOLTS TO HAVE WASHERS Z 4. EXP, BOLTS/J-BOLTS SHOULD NOT BE ANY °0 g CLOSER THAN 6' O/C. 5. IN LIEU OF HILTI PAF'S, 1/4" D91 x 3" MASONRY 121 SCREWS (TAPCONS) MAY BE USED, SAME LEDGER SCHEDULE MARK SIZE BOLTSIZE FOGEOPACM CBITRALVACNG A DOUBLE 2x8 12" 8" O/C 18" O/C B DOUBLE 2(8 3/4" 8" O/C 24" O/C C DOUBLE Zx10 12" 8" O/C 16' O/C D DOUBLE 2110 3/4" 8" O/C 24. O/C E DOUBLE 200 3/4" 8" O/C 16' 01C F DOUBLE 2112 3/4" 8" O/C IZ' Or, 10 WOOD LEDGER DETAIL SEE SCHEDULE FOR BOND BEAM REQ. (, BLOCK WALL W/ GABLE END DPRE-ENG-D TRUSS SCALE3/4"=''-° 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 (Fl AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WND 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 ME SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ME SUBJECT TO F1 AND F2 FORCES, 8AALjTEEERNATE MATERIALS SCALE: 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-I078 www.abdesWVoup.com AA #: 000332E ammo sumxv. 10 Lop SILVERADO LOT #12 BLK. # 12 n rmoz* - �so:isLt 4EHB "2605- HAYDEN" GARAaa swam: RIGHT PAO& DETAILS 150 MPH EXP. B �Lnw a ABOU"CRA L AR NO 98723 A DAM 11/15/18 wCALle:1/4"=1'-0" sxEEr S3.1A USP LFTAB WI 5�1/q�� (16) 8d COMMON NAILS 2x STUDS 114 USP LFTAB W/ (10) Sd EACH END DBL PT 2x8 SLK'NG BETWEEN NI COMMON NAILS, EACH FL#17244 EACH END OF "BUNDLE' TRUSSES W/ 10d G 3' O.C. 18T PLY END EVERY STUD OR ON INTO LEDGER AND 10d ® 3' O.C. #8 WOOD SCREWS x 2" FLOOR DECK STAGGERED UPPER PLY INT02x6 LONG @ 3' O.C.; OF STUDS BELOW STAGGERED NI #8 WOOD SCREWS AS SHOWN PLYWOOD FLOOR x 2" LONG 1D 3" O.C.; 'ypR1' SHEATHING STAGGERED OFF TO 2X8CMU LEDGER CENTERLINE OFF 2x8; TO CMU W/ 1/2" EXP. BOLT 8" CMU WALL 3/4" AS SHOWN B" CMU WALL AT 1W O.C. AND W FROM M� REINF PER PLAN REINF PER PLAN END R MIN 5-1/1" EMBED. USP A3 EA FLOOR DECK P TRUSS /4" T N /4" le co'r NABJNO PATTERN m Y NAN.NG PATnm 2x6 PT TERMINATION —� 2x4 STRONGBACK SECURED TO BLOCKING SECURED TO WALL EACH TRUSS W/ (3)16d COMMON W/ (6) 3/16" ° x 4TAPCONS NAILS PROVIDE 2-TRUSS LAP SPLICE LOCATED EITHER TOP OR BOTTOM OF FLOOR TRUSS, TYPICALLY 10'-0" BUT REFER TO TRUSS ENGINEERING 2x4 STRONGBACK, � FLOOR BRACING SCALE: 3/4"=1'-0" DBL PT 2x8 BLKNG BETWEEN TRUSSES W/ 10d ® 3' O.C. 1ST PLY INTO LEDGER AND IOd 0 T' O.C. STAGGERED UPPER PLY INTO Z6 BELOW 8" CMU WALL — REINF PER PLAN O 0 0: 1i #8 WOOD SCREWS �K x 2" LONG Q 3" O.C.; «� STAGGERED OFF CENTERLINE OFF 2x8; 3/4" A3 SHOWN DBL 2X8 LEDGER TO CMU W/ 112" EXP. BOLT «� AT 16" O.C. AND 8" FROM END W/ MIN 5-12" EMBED. FL /4" NAILING PATTERN "( 24"M —PRE-ENGINEEREDWOOD 214 P.T. CEILING FLOOR TRUSSES (SEE NAILER W/ FRAMING PLAN) MASONRY NAILS C12"O.C. REPAIR DETAIL IF 1X2FIRESTOP LEDGER INSTALLED TOO LOW AT TRUSSES PARALLEL 5TO EXTERIOR WALL FLOOR TRUSS OR PLATE STRAPS W/ 1Od x 1 GIRDER TRUSS 1/2" HOG NAILS FL#17239 WALL / FLOOR FRAMING, 2 TRUSS PARALLEL TO WALL SCALE: 3/4"=1'-0" SECURE 2.8 PT. PLATE TO BLK W/ 1/2" DIA. ANCHOR BOLT W/2' WASHER SET IN HIGH STRENGTH EPDXY 6" MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 218 P.T. PLATE W/ 12d'. 3' O.C. MAX PRE-ENG GABLE TRUSS — 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0' O.C. (AT SHEATHING SEAMS) (BLOCKING NOT SHOWN FOR CLARITY) —PRE-ENGINEERED WOOD iX2 FIRE -STOP FLOOR TRUSSES (SEE BL 2X LEDGER FRAMING PLAN) SEE SCHEDULE SECTION DETAIL AT TRUSSES BEARING 3 ON EXTERIOR WALL SCALE: 3/4"=1'-a' TRUSS (TYP) Q 24" O.C. MAX FOR STRAPPING VERIFY W/TRUSS PLAN CONC.POURED LINTEL COURSE ' CONT. 20 SECURED W/ (2)10dWs 0 EACH TRUSS TO BE INSTALLED® 19-0' O C. MAX GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL O SCALE: 3/4"=1'-a' I1 PRE-ENGINEEREDWOOD 24 M 20 P.T. CEILING FLOOR TRUSSES (SEE NAILER WY FRAMING PLAN) MASONRY WAILS 0 12' O.C. 1X2 FIRESTOP SECTION DETAIL AT TRUSSES PARALLEL TO EXTERIOR WALL 4 SCALE: 3/4"=1'-a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 wwW.abdeftigmupx m AA N; 0003325 anon. reumm ae IM SILVERADO LOT #12 BLK. #12 P1W Jl7CT� 04 2 .00 - mols 4EHB "2605- HAYDEN" aARwas EVfD a: RIGHT 1PAaM DETAILS 150 MPH EXP. B ROtW A. ABOUCHACRA No a+729 J DATA il/15/18 11CALM 1/4"=1'-0" simm" S3.1B PRE-ENGINEERED VALLEY TRUSS CC I N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407.7748078 FAX: 407.774-4078 www.abdes4Mgroup.com AA A: 0003325 9111111 sU=xv. r X107t SILVERADO LOT #12 BLK. #12 PIOOJ=T* 4 28. 02- 2121 bcOa311A 4EHB "2605- HAYDEN" 0AXAGZ swards RIGHT PALM DETAILS %150 MPH EXP. B SECOND FLOOR DECK PLAN SCALE: 1/4' - V-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.eom L AA M: 0003325 BIIIIII amm; summiv aL m SILVERADO LOT #12 BLK #12 PMD"=T 04128. 0 - 2121 HODEL: 4EHB "2605- HAYDEN" GARAGN BVfVW : RIGHT PAGE: SECOND FLOOR DECK PLAN 150 MPH EXP. B R1/15/18/4"=1'-0"4 SECOND FLOOR DOWEL PLAN SCALE: 1/4' = V-0" 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774.4078 wwwAbdesigngroup.com L AA N: 0003325 , I�IIIIII, ammo, :vao:v. ae Loat SILVERADO LOT #12 BLK. #12 P"T 4128.00 -12121 moan 4EHB "2605- HAYDEN" oAVLAos 8VXK01 RIGHT AAGIM SECOND FLOOR DOWEL PLAN 150 MPH EXP. B 11/15/ie scAim 1/4"=1'-O" exEr S4.2 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 12" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W2 (10)d x 1 12" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT16A OR LUGT2 WI 10d x 1 12" HDG NABS, FBLALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. 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 REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2)c MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7/8" LONG, VMTH WASHER a 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 O'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DEmma 0N I REMARK ,D (2)2X8 BEAM SCHEDULE MZMM INDICATES OPENING BELOW / T.O. S. = TOP OF BEAM / B.O.L. = BOTTOM OF UNTEL / 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 (psi) W`xH REINFORCEMENT STIRRUPS REMARKS �1;9 ZE ;]N SPACING Bel MASONRY 3000 axle /A GROUTED SOLID BB2 MASONRY 3000 Bxe N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-UNTELS SAFE LATERAL 8" PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LNTELS �r SAFE LOAD - POUNDS PER LINEAR FOOT � SAPLLFOAD SAFE LOAD •POUNDS PER LINEAR FOOT TYPE LENGTH WS Me W94B "oft Ii it VIM III W" V4t" ~ W04B NAM r2Mt 17MM r4Ta TYPE LENGTH SW SFE RCMU TYPE LENGTH IM4T WM r1L1T roe III III V204T VXW raw r*a ii ~ own mtt4T re' (447 PREd18T 29a1 taM a" tm eM7 mM M tMM rd (G) PRECAST ,028 t024 16M r41' "M PRECAST s mM lM7 m/ im on Tam m 4m m" 7w m74 tmt I ttla iw 31111111111 sm 00 an on lam for (4r) PRECAST +OM Ms, 4w mm tw Itr �, on PIECABT 7M 7M taoa 4'd (4S'► PII6CA8T ,w m mM a" 4w mI wt ar 4w m" mM m4 taw t1al ,w mm mM a" 4m Ma mot 'r-V i4') PRECAST +MS ,IM 2t" mm ,w 4m am Mm f4' W1 PRECAST Sat M1 1073 *r On PRECAST' "V Ma vol- a"I 4m 4m Wo 2flt 4mt tt" 7w Mm two 1mM tMo am amam 4w 4111 Mm B�' (t/') PRECAST 1217 "4t 1m tm mM am mM 4w rd' (a4.1 PRECAST 411 417 745 rl• PHECAeT "m , an ale mr 4ltl 4m mM i0m 71O im ,71I I mI 7MI mM 3m am r-+r (MT PRECAST 188x 1m +1m "m tom am mm Mm r-1r (IO') PRECAST 340 aa8 S18 III (W) PRECAST m 2 mr ma 41m wa 4=1 mil. MINA � r ,Mr fm mm mM 7m am 0-0 (M PRECAST O01 mI tm tmII Mr 4ma Ia, III (M PST WT 721 4M " (W) PRECAST w mm 1mt f171 wt m imi m w 1m mm ar w a" 7b' pD1 PRECAST 71a� Imis r4p (W') PRECAST 424 63/ Ma re• lW'1 PRECAST im Irt 4i/ tin 727 1ta tr me mM as mI r l• (,12� PRECAST M4 w t,M ,m ttr am an " (112' PRECAST a2a $12 28D 111 (112') PRECAST m r 1f tm nM ,M tw we w,sf r 1mt ,t" tm am 4tm III ("S� PRECAST 4m w w ttM JI M Im IMS' (112111 PRECAST 254 401 iW I9W (12r) PRECAST m m w , att w "a rt am m w ,r Im 17M am tw 1l%r (13r) PRECAST m w m "It mm am ma 4w ,14• (,aS') PRECAST 2W 462 764 11'-4' (,ar) PRECAST 414 m m tm IRIS, I M w w ,m im am sw 4m 4M w , "It 1w ,M 2W 1r-0` (+44'i PRECAST aa7 m m tall "M tm tam On ,21r (144y PRECAST 244 402 187 1r4r ('M PRECAST 4m 40 mt w „ , tm Be r 1st 104 Iw mI mM 4m m m at , ,m ac ta4• (1SD') PRECAST 2N 4" I= tm ,MI am try' (+SD'1 PRECAST 217 324 110 1" (+W') PRECAST 4" r M7 70 w 1 IN 4TI 7M tm tm ,m am am o 40 m 1r 141 in ,4'4r c+en PRECAST 21v mt w 1aM tm as ar 14w• (teak PRECAST 208 2M 100 1114" (,M•► PRECAST m w w 7M r , ,w w 70 "m tm Iw !Im >m 4m o 717 Im , "M 14�8• (1'!S') PRT>HIA NA SR mf NI oM NR ml I" (t7'r) PRFSTRSafED MR, 294 W +41V (17r) PRE61AWBw w r1w. m r M: w w / r 1m ttm ,7N 4M m1 Ir 1m mm an a" ir-4• (184') PRESTRESSED NA NR ,It Illl IR NR 1R Itl ,r•4• (7BI') PRESTRFABB) NA 268 a8 1" hM PR O w m 4M m m m m m7 1 tllt 4" 7" Tin 17m tt1l mt tw 17V• PUP) PRSa111B88® NA In M In ,R M IR In Ma 77W OM PREa1RE81m NA ,SI 84 1" pio1 PREe1R6Mm it in m m M, m m 1 70 1a, r ,4m r w r mt tr aw 19t4' Ga2'1 PItMIREee® N.R. in Mt Mt lR Mt 1R Mf I" Mn PMW MW NA ,40 82 tr-C On PROnNOw m w M M7 w m m o m my "m "m ,I" m in o fm m m M, 4m 1 w ,m w 214• ( P ILR NR M, Mt w MR ,R M 214• Mn PAMTft NJt. 129 42 21'i• pM') PREBTREH6O w m w m1 w "a tta w m Be H" 1r ,411 ?2 D' REP) PRES71SE8® NA III M M w w M � PAST NR 116 40 2rS' pS17 PRE tor im m m r w 40 in w in w w "t m m w tw "M tm SW7' On PRESTRESSED NA Mt IR ,R ,R ,R M M �,-0• NR W 88 24LW per) PRBa71EMW W "4 ,1t r w m W w 40 HI In w m III m asm 4M 04 w "mar (A) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED RESAR. (f) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. -ALLVALM TAXEN FROM MARE LOAD TAKM BYOASTCRSTE MAV 2015 MOTION -PRECAST PRODIM SY OTHBtB TO MEET OREMMVAWES STATED ASOVS -ALL PRECAST PROOIICTS ARE TO BE SWALLED PER MANIIFACTURS SPECIFICATIONS -PROVIDE MSaeRIP OF SEARING PAST EACH SIDE OF WIVO,V OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTELRETE DIVISION AOCEPTANCE R: 18-0126.03 --- —---------------- —------- -------- ----------- ------- I 1---- I I L__J 8F78-1T/01i 8F18-1 U.N.O. PROVIDE BB2 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL 1&-8" 8F18-1T/OM/OS BF18-1T/OM/OB 8F18.1T/0Mr0B I 1 r'--�---------------------------- --------------------------) SECOND FLOOR LIFT BEAM PLAN SCALE: 1/4" - 1%0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeslgngroup.com L AA 0: 0003325 J sLTBDXV. ft X. SILVERADO LOT #12 BLK. # 12 PROZMT 4 8.00 - 21 1 HODMU 4EHB "2605- HAYDEN" Gw�wG� awnrck RIGHT PAGIM SECOND FLOOR LIFT BEAM PLAN %150 MPH EXP. B a L AR No 11672S J D 11/iS/18 0112911m S5 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTAIG W/(9)19d x 110 HOG NAILS, SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 1 Od x 1 12" HDG NAILS, WOOD TO WOW: USP RTIGA OR LUGT2 W/ 1Od 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 BE GALVANIZED. 5. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS, 6. BOTTOM OF UNTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVEWAND APPROVAL 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER Q 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. TRU88 MANUFACTURER / ENGINEER NOTE8: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF Z500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, ANDATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FORALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. COLUMN SCHEDULE MARK BWE a BABE PLATE OR REMARK DESCRIPTION REINFORCEMENT WD-i 4X8 (314"x5") SYP. USP HTT4 W/5/S' DIA 553.tA PT., WOOD POST x 5" EXP. BOLT 2 PLY LI".M G: 3113 ROOF FRAMING PLAN SCALE: 1/4" = V-9" 1 PLY Ur1060 G:200 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesWWoup.com L AA A: 0003325 , .amm axnmly. ar LOTH SILVERADO LOT #12 BLK. #12 pmo mCTp 04 2 ,002- 2121 >tcoamse 4EHB "2605- HAYDEN" RIGHT PAGM ROOF FRAMING PLAN AND NOTES 150 MPH EXP. B DAil/15/18 sCAIM 1/4"=1'-0" simcmT s6 GAYi-EOD WIND DESIGN NIPMSSURES NET (GROSS) ASCE 7-10 ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 P$F (27.98) ZONE 3 •33.53 PSF (43.53) "A"= W-O" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: H APPLICABLE INTERNAL PRESSURE COEFFICIENT+- 0.18 ROOF DaPHRAM FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.SB. OR 12" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING USE MIN. 518 COX EXT. PLYWOOD, WTH Sd RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Bd RING SHANK GUN NAILS AT &, O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS C 4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN A OF GABLE END. rf F—_ ROOF/ WALL/ 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 RINGS SCREW SHANK PER20 8d SCREW SHANK 2 100.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1864 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHEATHNG USE 12" COX OR 7116" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS C O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SEE DETAIL 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES 2 z = U J m O (0 Z 3 ZYQ Z J �J 2 CD N YQ 3 . K S W N N v a ap TOP CORD BLOCKINGAT4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAF _ZER ORZUISS —`` .--_ —I' ==Mum 11 ■mm m 11mmm ROOF SHEATHING LAYOUT AND ENDWALL BRACING PDR GABLE END PRAMW 8d RING SHANK GUN NAILS 8" O.C. INFIELD' ` "•— 8d RING SHANK GUN NAILS 0 17 O.C. IN FIELD or 8d x 2 1)7SCREW SHANK PNEUMATIC SCREW -NAILS 0 17O.CV FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: -WORK: ROOF SHEATHING LAYOUT AND ENDWALL BRACING PDR GABLE END PRAMW 8d RING SHANK GUN NAILS 8" O.C. INFIELD' ` "•— 8d RING SHANK GUN NAILS 0 17 O.C. IN FIELD or 8d x 2 1)7SCREW SHANK PNEUMATIC SCREW -NAILS 0 17O.CV FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: -WORK: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHALL BE 31C. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND PROVIDE B%AIR ENTRAINED CONGRETEEKPOSB)TO EARTHORWEATH6t Wcm. ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES,DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCA 2017, 6th EDITION ALL EXPOSED EDGES OF CONCRETE ARE TO�CH4MFHRE03/4'. ALL WOOD FOR BEAMS, ISEARINO WALLS, SOLE PLATES, TOP PLATES,BRACING, LEDGERS, BLOCKING, ACI 318-14, BUILDING CODE REQUIREMENTS CRIPPLERS,SILLS,ETC., SHALL BE SOUTFERNPINE NO.2 OR BETTER. Fh= 1100 PSI ANDAMODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-131ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANEt#AERMLSU�BSONGROUNDWHERE INDICATEDON ELASTICITY=1,400,000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS DRAWINGS. SEAMS LAPPED B INCHES AND SEALED NTH ADHESIVE TAPE PRESSURE TREATED, PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES FORM SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ONTHE PROJECT, FORM -NARK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AO 347, NDOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" 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, Bth EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURAL.DEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH N STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS. SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE, SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WIEUM WIRE MESH. AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE ME$K SHALL BE ASTM A185, GRADE 65 AND BE PLACED INACCORDANCE WTH THE AO WOOD TRUSSES: TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. W RE MESH FOR SLABS SHALL BE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE "NATIONAL DESIGN SPECIFICATIONS FOR THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION SUPPORTED WTH 2" CHAIRS SPACED 3'-0' OC, EACH WAY. STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND REQUIREMENTS AND SLAB -ON -GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL TO NARK 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 MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT-OIPPED GALVANIZED. ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND DESIGN LOADS: SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL FABRICATION. HOSHALL LAP AND VERTICAL BARS SHALAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE _ STANDARDS FOR METAL-PLATEOONNECTED-CONNECTEDTRUSS CONSTRUCTION:, AND 'TPIAWTCA BCSI V ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 SUBJECT TO ENGINEER'S REVIEW, COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -CONNECTED pef 20 psf TOP CHORD ­onw rent TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #e BAR - 36" N BAR - 30" #7 BAR - 42" WOOD TRUSSES. 10 pst BTM CHORD +wn cu mrn PROVIDE 36"x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pSf TOP CHORD (7 psf W/ ASPHALT SHINGLES) (10 psf W/ No GYPCRETE) 10 PST BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST W NO UPLIFT: 1 Opsf BALCONY LIVE LOAD 60 pef STAIRS LIVE LOAD 40 psf WND: DEAD LOAD SPEED =100 MPH 3- SECOND GUST (ASCE 7-10 (FBC R2017) EXPOSURE B, RISK CATEGORY 10 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWNGS SUBMITTED WITHOUT REVIEW W LL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWNGS (CON TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWNGS CHECKED, UNLESS OTHERW SE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION! SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS ANDSLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT CEO -TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTEDAND 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 GEOTECH. ENGINEER. CONCRETE: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2,500 PSI REGULAR MIGHT FOR FOOTINGS, AND SLABONGRAOE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT EXCEED 5"+1- 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 BETIMESTAMPED WHEN CONCRETE IS BATCHED, THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH IS FEW FOR LONGER THAN 90 MNUTE& THE CONCRETE SHALL 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 A 3' EX FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOS® TO E4RTH(FOI#AATIM67 8. FOR CONCRETE EXPOSED TO EARTH ANDCRWEATHER 1-12' FOR iS MID SMALLER 2" FOR #e AND LARGER C. FOR CONCRETE NOT EXPOS® TO WEATHER 314" FOR SLABS WALLS AND JOISTS 1-12' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTH ANSI A58.1.1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WTH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FORAPPROVAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE: ROOF& FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED ASA GUIDE FORBEARING DETERMINATIONS, FEASIEHUTY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS TRAT WITHOUT THE APPROVAL OF THE ENGINEER: AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL MASONRY. PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FILLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOW NOCOMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5frMS 402, BUILDING CODE REQUIREMENTS FOR LICENSED PROFESSIONAL ENGINEER. MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS ALL BLOCK WALLS SHALL BE TAD -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERW SE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WTH ALL TRUSS TO TRUSS CONNECTIONS. ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "LISP STRUCTURAL COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF e" TO 19'. USE ONLY MECHANICAL VIBRATION CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS TO CONSOLIDATE GROUT. WITH THE SIZE AND NUMBER OF SOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE LATEST CATALOG. PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/e" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS ANO/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURALSTEEL; THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy = 36 W FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, Fy - 46 W. STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE E OR S, Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUM METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J430LTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPUCA9 sim TYFE —No REMPSbfS APPLICATION 313E TYPE SPACING REMARK6 1�PT WRRING ICI CASE —EN.— a• GPPPGE DOOR BICA( SEE DETAL SEE DETAL SEE DETAL SEE DETAL RY ILIXJL. TALI III LONG. TOMPSLNRYI - SOD, AL. IXTOWR9 CASE —EN—OIL 6`QO WWOpW1IDOR/FABTFNm GPAOOE ODOR BLG( SEEOE_ SEE DETAL eEE.—L SEE DETAL to PT, SEENDTE6 TALI II LONG. STAGGER. INTO MAmNRTroONL. TO MA9L—NO wWDowSL CASE H.RowmcolL e•ac wWoowr000RI PASIFNm METALSTP CONTACT THIS ENGINEER FOR SPACING 1x PTSEENOTES NAL I I/PLONG. STAGGFRm INro MAmKtrIWNc. MASONRY, coNO REQUIREMENTS SNMG ODM 1279I16"gA °TAPNN' 18 OC ttrz"EM9m,6"ETY). -RING NAOD 12" E%PAJegtl 1`EMBED.4"EVO 2PQC SU 2r PT SEE NOTE. NO WASHER ASTNER 019T., 11rz"mGf qST WOLL TOCONC SLOB WI WASHER Bq.T DUST, 3°EDGEg9T 2 Pf oow9LICx 0.136°PAFF2I.B"1"ENO. g9T.,11R" PT TO STEEL COL, BEE Wl WASHER STAGOHim EDGE qSt ° s- 1. STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND TOR NOA 3 ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5, FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE B. W NDOW AND DOOR BUCKS SHALL BE AS W DE OR W DER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. Ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeaigagroup.co,m AA #: 0003325 Poe V O �o P aLISDIV. A6 LD A SILVERAD0 LOT #12 BLK. #12 04 28 001-1 1 �D 4EHB "2605- HAYDEN" GARAGE 0Wn90t RIGHT PAGE: DETAILS 150 MPH EXP. B CU Fl r w