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HomeMy WebLinkAbout35561 Burma Reed Dr991 ALL WORM SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, jNATIONAL ELECTRIC CODE, AND THE CITY OFZEPHY I 020 ORDINANCES A�j, � RSV 1Ew ZEpH�RN, C1�YN EXp,NI�NER 072 99 04EAB -ARIA HOMES 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1: (813) 740-9720 Fax: (813) 740-9715 a 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 . H mam Cons, T►u„ OTH UMN (2M7) •ALL IXA AND STATE Cones .00CUPANCY - RESIDENTIAL, GROUP R3 :CONSTRUCTION TYPE - VB INTERIOR FM- CLASS B •BASIC MD SPEED - Vu11=150 MPH Vasa=118 MPH •EXPOSURE _ B -I-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LDCAL AND STATE CODES ABV. ABOVE A/C AIR CONDITIONING T. ALTERNATE AMP. AMPERAGE BD. BOARD CL CENTER LINE CAB. CABINET CLG. CEILING CLG. CLEAR CONC. CONCRETE c"I CARPET C.T. CERAMIC TILE D. DRYER DEL. DOUBLE D.C. DUAL GLAZED DIA DIAMETER DIM. DIMENSION DISP. DISPOSAL OP. DEEP DE. DOOR Ds. DOWNSPOUT D.W DETAIL D.W. EACH EA. EACH EQ. ELEVATION PR. EQUAL M. EXHAUST FG./ EXTERIOR F.G./FX. FUEL GAS SS P.G. FUEL GAS FAT, FINISH FLR FLOOR FLUOR. FLUORESCENT FR. DR. FRENCH DOOR FTG. FOOTING GA. GAUGE GAR. DISP. GARBAGE DISPOSAL G.F.I. GROUND-FAULTCIRCUIT INTERRUPTER GL. GLASS GYP. BD. GYPSUM BOARD H.B. HOSEOTHERWISE H.C. HOLLOWLLOW CORE HDR. HEADER HGT. OR HT HEIGHT INSULINSULATION INT. INTERIOR LAV. LUM. M.C. MIN. M.T. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. m P.T. R BAD. R.A.G. REF. RM. Sc S.C. S.D. S.H. SET. SEWS, SEWS, SL. SL. SL. GL. STD. SWS TEMP. THK. T.O.C. T.OP. T.O.S. TYP. U.N ONO V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS FACTUURRERET MINIMUM METAL THRESHOLD MOUNTED METAL NOT TO SCALE ON CENTER ER PROPERTY LINE PUSHBUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ING SOLID ORE EXT 8 OKEDETETOR SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SIMILAR SLIDING SLE)ING GLASS STANDARD SHEAR WALL SECTION TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE Top TYPICAL UNLESS UNLESS NOT E➢ VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT OWN DATE DESCIUMON p 8 CD'S ISSUED ARCHITECTURAL SHEET DESCRIPTION DY" 2011 Par- UPDATE PG Cl—COVER SHEET PG GN—GENERAL NOTES PG Ai —FLOOR PLAN PG A2D—ELEVATION "D" PG El —ELECTRICAL PLAN PG Pl —PLUMBING PLAN PG M1-MECHANICAL PLAN PG Dl—DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6—WALL ASSEMBLY DETAILS OV" cD'S RE_I88UED 04AM FOOTING REVISION PER M. 50UJES 01/12/5 PLAN MAINTENANCE REVISED LINTEL 81� At FRONT ENTRY DOOR 06,2M AD= LED LK>tFIM • KITCHEN 4 SATFRDOMB PER MAR, BOWIES UtaM ADM STONE OPTION ELEVATIO10 V 4 V 10 5/I8 ADDED OPT. W-O' CELING HEIGHT OVOM REPLACE UW CO"CTORS IUTH SM OWN CONNECTORS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-8078 Fax: (407) 774-4078 04" OPT. V-D• CM W.T.ELEVATION V- REVISED HEWOF ARCHWAY SQ.FT. CALC.'S LIVING I432 SaFT. �� 432 ea. FT. miner LANAI 96 8GL FT. TOTAL 2$38 SG7. FT. STRUCTURAL SHEET # DESCRIPTION PG S1—FOUNDATION PLAN PG Si.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A—DETAILS PG S2—LIFT BEAM PLAN AND NOTES , PG S2.1A—DETAILS PG S3—FRAMING PLAN PG S3.lA—DETAILS PG S3.1B—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE HUB DER ASSUMES ALL LIAHIIITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAUMG OR EXPLANATION IN ORDER TO BURR THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN A.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WUL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI'a HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ON ON BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BI LONGWOOD, FL 32780 PH: 407-774.8078 FAX 407-774-4078 www.andesIgngroup.com AA A: 0003325 f Isi's I i TF. .9 sunDm ae LOT: SILVERADO LOT #10 BLK #19 PROJECT# 04128.002-10191 MODEL: 4EAB "1672— ARIA" GARAGE BIWDFG: RIGHT PAGE: COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH EDITION (2017) LINO. 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 R301.2.12. SITE 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. 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. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/: THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8" LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES 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 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID ON -METALLIC CLASS OR CLASS i DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R30Z6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %;-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -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 I/WNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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.' TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1-2014) 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 OF FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFANALUFLOOR 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. PLUSE11N0 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2, WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3, CONDENSATION LINES SHALL BE MINIMUM'/.' PVC (SCHEDULE 40), INSULATED WITH V AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2. EXTERIOR WALL COVERINGS 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 FITIEIES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, �/" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 11T THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063.12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 -15A AND R703.7. MILE REIISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. R302.7. EXTERIOR COUNGS 1. EXTERIOR CEILING TO BE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE *W DRYWALL SCREWS AT 12- O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES / CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART OF AS DESIGN GROUP'S SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AB DESIGN GROUP'S SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDER'S / CONTRACTOR'S 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. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.00m AA k: 0003325 SUDDIV. 8s LOT: SILVERADO LOT #10 BLK #19 PROJffiCT:P 04128.002-10191 MODEL: 4EAB %672-ARIA" GARAGE 91117NO: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B DAtwT =: 06/09/20 SCALE: 1/4"=1'-0" T+ *== GN r_-P +s= 4' FRI BAND lT b'1 BOARD lT BLDG. HGT. FYPON LVIIX24 OR EWIVALENT SHAKE SIDING AS SPECIFIED ITYPJ b' RAISED BAND (TYP.) - - - - �- _ l5KTIIXM OR ECAJIVAL�m�F T171-1-11," BAND _ %�w�l�a���l►\�� ����w�l�a�w�l�a�w�l�a�w�l�a�w�l�a�w�� \ >1e.1w.I,:�we:�w „3 ; II � ul,' .: FRONT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103A I� v &-S' BW3. HGT.o 0'-0' FIN. FLRs - 1�b AREAOFATTIC = 22355Q FT. NETFREEVENTILATION AM REQUIRED = 1/30D REQRREDVENTILATION AREA = 223S 130D = 7AS VENTILATION AREA X SO, INCHES PER FT. (144) 1072.850, IN. MIN. REQUIREDVENTILATION • .5X 1072.8 IN UPPER PORTION OF ATTIC - 536.45Q IN. OFF RIDGE VENTILATION AREA US 50. IN. PERVERT S36.4 /115 TAL# OF VENTS REQUIRED 4.66435 TOTALI OF VENTS PROVIDED = 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXIERIOROF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED a, -a, BRG. HGT. =1ev 0' FIN. FLR- OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT UFO ME MILM ME. 0 WIN c- " i 111 REAR ELEVATION SCALE. 1/4 • 1'-& TEXTURED FINISH 2 v N ------------- --------------------------- LEFT ELEVATION SCALE. 1/4 • I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT RIGHT ELEVATION SCALE: 1/4 • I'-0' TEXTURED FINISH S'-S' BR*. HOT. 0'-0' FIN. FLR y 0'-C' FIN. FLR / 2' I•-0' \ I (\ I -4 * / LOUVER DETAIL UA SCALE. V2 • P-0' NN 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-7744078 FAX:407-774.4078 www.abdesigngroup.com AA N: 0003325 4A a9 I '0 eusDIV. as LoT1 SILVERADO LOT #10 BLK #19 PAOJ2CCT#3 04128.002-10191 MOD= 4EAB "1672—ARIA" GAPLA0ffi OWING: RIGHT PAO)6: ELEVATION "DFo 150 MPH EXP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES USV OUTLET 20 APIP SNAKE MR IIOV CUTLET SOv OUTLET N Op HEED 70 SYTCN 4GPI IIiOV OUTLET �2 r�� TESISTAW TYPE) 220v OUTLET (4) on CONNECTION Io(r. NA.TOEmoDP CUTLET GOMM FAULT NiEIRRTIER euErcN EwrcN S-WAT OPER 6 SSNTCN 44WY OPER Lfl WALLMOTN= v LIe1R CEILNG LIGHT © LED CLG L1014 O VP VAPOR FTCOF LISM OIRECNaw CAN ® vow. Fm I ISM PER wx PT. VENT. PAN 41IL4GIR I OM PER Sst Pi. pwnm (SPD BY BUILIm 2-OLLOIIRAP' ® ����T fPECESSED) AROIID EKI R LL (SURACE FIMTJ 4ia w 2•KIWPMS4R 4' R.YOIESCNW 3 4• TRAOC LKW O PAWL sib METER OSD. OMOKE DE1EOraR rl_ T IJ WLL MOUNTED flimm DETECTOR SATT sAec.u" ELHg®yls ®aAN S/CO INIOIE D!7lOt0It a2ME0 OEM =EK- Knot-COWAN T® ON" M A DISTANCE OP NOT LESS TIEN 4' WALL PEDANT LIGNR L>\ NATURAL OY CUTLET ► TELEPHONE[ JACK WAYM N ATIOR ,e eE e.Er.TEo omcowmw OWCONDECT MAMUcN IE TOURVISM AM a BON TO M !UT'ORED N O J•BOt ACCORDANCE - Ba( M APKM AS EUCN POI! LNG EON gILNG RANLISIT TOC'MAN= of 0 N .g6a1DACE RY EON MANgD M IIICN ►dR IMPINCTION p�pp 24' NaolDMICOW LIGHT STRIP a,�nnna 36' NLANDEecoNT LINK .TIFF nnn® 41V NCNOpQE(r Lahr INTRn• TI.00D LIGM R" OPT.MCL" M"AO • PAL PUNT-IUITTQN PM On." NIB PORT • LOCATION OF TV JACKS 4 PWOIE OUTLETS N PANS TO BE VTmM"ICD • NOIEOYNER PRC-COWTR)CTCN MEETING. • ALL 0 A 20 AMP DRANIC14 CNRCURS TO EE ARC FAULT I'IEDIEC7lD PER ELBCTtlC4L 1•IRDMSIOIS OF awa &TN EdTlal r2ANTJ A NEO ]Il.D 2E4 ®ITkX • 20 ANT DEDICATED LAUNCOY OUCUT. • GPI • ISLAND (NOT ON KITCOI rflwm) • DIS$4%40W R DISCCN.ECT TO SE LOCKOUT N PANEL • BATHROOM DGUUST PAN TO NAVE MN. CAPACITY OF 10 0" NIEFFUTTENT PER ELECTINCAL PROVOIONIN OF SECTION MBOVI r� ATV R.a4TIOi (2M) • LOISDRY ROOM RECE•TACLE SHALL EC I. PALLT CIRCWT-NMPNNA IER PROTlCTIOW FOR PERSONNEL ON REDEIE • WIRNG METHOD SHALL BE NOW METALLIC CABLE MR ELECTRICAL Pinovum 16 OF FBCR ATV [O r2ATM2 • ALL WORK TO COMPLY RIT4 ELECTRICAL PROVINONS QS . Au TIER_I!!PA WALL RATE Anl CULL. BY IINILDER AMC TIME ar LIOVTNI!• nISr r nalRREsr ERgCIlNT TYPE I•!R P� �Yf-+>W/_ISVATRON rRENeBiTRAL ISalE6Y \ / COACH LIGHT ELECTRICAL PLAN SCALE, 1/4' • 1'-m' M x- I I I L I LED LIGHTING @ SINGLE LAV" • BATH 02 I I I a I I I I ISM I I L I LED LIGHTING C�? DOUBLE LAV. OWNER'S BATH ®ao�mo ®0©QM.S6d�0O 0® mr®� � O® Es® ®olr0��1e'o4® m ®om�om ol����oEw® EF7FISwEE� EO® Et3•E®(u^�,L^I - + TEUSE= � �����EEt� EF.>•©�ma� www6'�TEEEE�EO wwwE'S�EEETEEE© EE,EE®�.�.•a_ oEEw�wwE� CUFF®i' 0 Z 150 AMP ELECTRICAL RISER NOT TO SCALE. ECiT� MATE INALS, AND wTALLAT10N1 04ALL COMPLY U1M MACTINICAL PROVOIQIS OF TIE MG&AIH EDIDCdil2 M' CODES, AND ALL LOCAL POMA EL ALL CODUCTOM SHALL BE TYPE T~NW WLNS NOTED OTNCIEUSE. PROVIDE 160 AMP, 120440 VOLT, I PHASC SECONDARK ELECTRICAL SBPtv%V. PROVIDE 2 •1 COPPER (CU) N I-VJ" PIA SCJED" N PVC CONDUIT OR P'R VICA D 2/0 ALU'1NUM (AL) N 2" DU SGEpLE SO PVC CONDUIT UNLEM SERVILE IS PRIPAPOP BY TIE SLECTRC COMPANY. COLIOKATE WITH TIE ELECTTRIC COMPANY PINOR TO BID. PROVIDE 3-2)0 CU. TNUN • IM6 CV N 2' CONDUIT OR S %AV AL. TOM •FIN CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOPIT • OHE RILANOO COMBINATION SERVICE DCO7•NECT SWITCH AND ISO AN'P DO)740 VOLT M EMT= METER IN 0B NMA JIM PANEL ® rELEP1101E SlRVIL7 lNMIMIMCE TELEVIANC INIIRMACE CA1LE IERVIC! EaIRlR E(AIPM7@Ir INTERS," M BONDING TERYNAL AT LOU \pLTAOE COMECTIOM i V CU SERVICE dNelam CONNECTED TO CONCIE7E ENCAMP PONOTER SlaW PER ELECTIOCAL &" OF 'ME MGM,EjH WW' DIA N E PT LONG COPPER CLAD G XfiND ROD 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32780 PH: 407-774,6078 FAX 407-7744078 www.abdeslgngroup.com AA#:000332E o Jill r N g O X SLIHDIV. aC LflT: SILVERADO LOT #10 BLK #19 Plt0imcT/ 04128.002-10191 MODEL& 4EAB "1672-ARIA" GARAGE SITMG: RIGHT PAGE: ELECTRICAL PLAN 150 Mp 4 EXP. B Id 2 SCALE: 1/4"=1'-0" SKEET E1 ----------------- m �d1 I II II I II 1 I I I I I II II iiIIIIII "v I I clIIIIIlIII % IIIIiIIlIIIIkII '-II• —2'-9' — I i�IIIIi�IIII 1441 N. RONALD REAGAN BWD, LONGWOOD,FL32760 PH: 407-7748078 FAX: 407-7744078 www.abaealgngroup.com AAA: 0003326 0 p svnary ae L.oT: SILVERADO LOT #10 BLK #19 PROJECT* 04128.002-10191 4EAB "1672-ARIA" awRwcsE awuNa: RIGHT PAGE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER IwM. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL DE SEALED WITH GLASS FAD 4 MASTIC. AND INSTALLED AS PER FBC 6TH EDITION (2011) MECHANICAL OLD& CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES 6MALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (20P1) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 603J 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FOC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO DE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND DE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. V. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTEC14 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PALS LLV DRAINS ATTIC CEILING O O EXTERIOR WALL PLENUM T y AIR RETURN RUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FDCR 6TH EDITION (2011) MECHANICAL SLOG. CODE SECTION 3012.4 HVAC DRAINS SCORIATED NICKEL /— FIN. FLOOR BRONZE FL. PL. / OR WALL BRASS PLUG FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE HSERIES NICKEL BRASS TOP CAULK P.V.0 OPTI/SPEC FLOOR SLAB CLEAN -OUT (TYN N LEGEND ® SUPPLY AIR DIFFUSER m RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OW CEILING EXHAUST FAN CEILNG EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRJ AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I61X2' TAPCONS UNIT PSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAG SECURE STRAP TO UNIT W/ (2) RSXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK CA. PLUG FIN. GRADE OR PAVING OPEC. 1'-S'X5' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED NEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE F.P.E. ELEVATION MECHANICAL PLAN SCALE: 1/4 • I'-0' Iq AX-R4 3ON 1441 N. RONALD REAGAN BLVD LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.e6deslgngroup.ow L AA M: 0003325 J ip NEUNDM & LOT: SILVERADO LOT #10 BLK #19 PIROJSCT# 04128.002-10191 moonu 4EAB "1672- ARIA" oARAQZ SITFMa: RIGHT PADS: MECHANICAL PLAN 150 MPH EXP. B 1 SCALS: 1/4-=1'—O- 1 M1 �e-��+.���1-. 2X4 TOP PLATE I -LAN T PRE -PAS TRUSS 112' CLG. BOARD V/' DRYWALL --, THY'•' SECURE BT. — PLATE TO SLAB W/I" MASONRY NAIL • 32' OG. MAX FIN. PLR 2X4 WOOD STUDS *24' O.C. ryCJ I G: D 1 UN.7 Iry PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN IV O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. TYP. INT. WALL ( NON— BRG. ) D1 SCALE: 3/4'.I,-V' FIBERGLASS SHINGLES OVER A30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWDJJ ON J' O.B.B. SHEAT14M OR k CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK• 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I.." TYP. O.H. ,ao OL& MM POP as LN . ao. VP THICK.2 COAT - PCRTLAND CRMNT PLANTER AITLED DRNCTLY TO MAOC RY pm V_9RTICAL TRACK COMM MEAD P CMI m OTIRCTI MAL ►OR bo P.T. YD ATTAC HM TO RLL CELL N PER PRODYCT APPROVAL RRL NMALANr . 2 GAS LINE THRU HLOCK IGARAGE DOOR JAMBS '' D1 SCALE: I I/2'.I'-0' FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS FISERGLASS SHINGLES SYNTHETIC PRODUCT, • EA END OVER A30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES OR SYNTHETIC R905JJ ON a' OAZ. 2x PER'Le DETATRU86E8 OVER •30 FELT PAPER OR PRODUCT, INSTALLED SHEATHING OR I' COX SYNTHETIC PRODUCT, PER SECTION ROVS11 PLYWOOD SECURED PER INSTALLED PER SECTION ON J' O.S.B. SHEATHING FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS SHEATHING OR CDX OR J' COX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER 5/8, GYPSUM SOA SECURED PER FASTENER SCHEDULE OR I/2' HIGH i'-m• I'•m' FASTENER SCHEDULE STRENGTH CLG. 7YP. PRE-ENG UID• TFft4jft TYP. BOARD REFERENCE MTL. DRIP EDGE OH• OUa. MTL. DRIP EDGE BTFv4 CTURAL 2x FASCIA PER J,PER ELEVATION 2x FASCIA PER ELEVATIONS ELEVATIONS SEE ENERGY CODE FORMS PRE-� TRUSS COW. 2x RAT KIN SECURED PER // INSULATION R-VALUES VENTED SOFFIT STRUCTURAL DETAILS / VENTED SOFFIT REFERENCE STRUCTURAL SEE ENEIi'sY CODE FORMS FOR./ PER ELEVATION MTL. DRIP EDGE PRE-EUNG• GABLE TRUSS INSULATION R-VALUES PRE-ENG GABLE TRUSS WEEP SCREED PER ELEVATION WEEP SCREED 2x FASCIA PER ELEVATIONS 2x P.T. SECURED PER 5/8, GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS WINDOW ATTACHMENT AS PER MANFACTURE6 I� SPECIFICATIONS �Ya _ —r-• �,r— �q Ix2 P.T. FYURRING STRIPS • 24' O.C. IR' THICK, 2 COAT F'ORTLAND a' Ca'u CEMENT PLASTER APPLIED I/2' GYP. WL. BD.� DIRECTLY TO MASONRY &-0— FIN. FI-Rj d s m . a• • 4' n WWINDOW OPENING H J, 0'-0' FIN. FILM H TYP. WALL SECTION NO OPENING NOTE: PER SECTION 9M.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL (-2)-AE ERIUNDERLA-YI�'IeNr sYs HM SCALE: 3/4•.I'-V' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (U LAYER - UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 022Fi TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 �— R-4.1 INSULATION - 1/2' THICK, 2 COAT WINDOW ATTACHMENT AS PER PORTLAND CEMENT MANUFACTURES SPECIFICATIONS PLASTER APPLIED DIRECTLY TO MASONRY RENCE STRUCTURAL Ix2 P.T. FURRING STRIPS M 24' O.G. 1/2' THICK, 2 COAT 1/2' GYP. WL. BD. PORTLAND CEMENT WOOD BASE CMU PLASTER APPLIED DIRECTLY TO MASONRY 0-0' FIN FLR _ 01-01 FIN. FLR 4'. ti W/ WINDOW OPENING H TYP. WALL SECTION NO OPENING 6 1—STORY GABLE BLOCK WALL �JDV SCALE: 3/4'.I'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32780 PN: 407-7744U078 FAX: 407-7744078 www.abdosigngroup.com AA A: 0003325 •{ J b >gRRR xmDIV. Ae LOT SILVERADO LOT #10 BLK #19 PROJECT# 04128.002-10191 MODEIe 4EAB "1672-ARIA" GARAGE eTIMC : RIGHT PAGE: DETAILS 150 MPH EXP. B 12 DAT& 08/09/20 SCALE: 1/4"=1'-0" skim= D1 rm 2X8 P.T. • CENTER Or DOOR HEADER SECLUMP 2V (U V2' X V J•DOLT 2V 4' MN. @T'EEDMINT W/ 2' X 2' X VV WAMER 4 NUT on Iw (2) N' X N ANCHOR DOLTS IW 2' X 2' X N' Y14SbER t N)T 9 4r.2uI ON RAT TO BLK OR W MASONRY NAILS. 2X6 6ARAW DOOM K waumD eV (8) VJ' X.8- J-DOLT OR ANCHOR DOTS, 2V 4' MIN. VIDEDNDNT, UY 2' X 2' X LW WASHER 4 NUR. (U UTHN S' OF- TOP. (1) WTWH 8' OF THE STK l80EVENLY SPACED. 9 9 m 9 9 NOTES, ALL ANCHORS SHALL BE N ACCORDANCE TO MANUFACTURER'S NSTALLATIGN NSTRICTIONS WERE WCU RISTRUGTNONB AM Me R STRRGAJT GARAGE DOOR BUCK ATTACHMENT rats, u — cm DRYWALL A' OR I'X2' P.T. NAILER ❑ SECURE THRII FRAME 4 EXTEND I Yi INTO BLOCK W/ )lfr' TAPCONS (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4 USTNIN W OF EACH END 4 18' O.C. MAX SPACING DOOR CASNG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLU 15 JAMB (DO NOT it 49 DOOR JAMB TO BLACK +3/4 OR +5/4 w TO BLOC +3 4 OR +5 4 A SCALE: N.T.S. 2X4: m SECURE TO BLOCK W/ V. TAPCONS OR (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi ) UMTHN 8' OF EACH END 4 18' O.C. MAX SPACING. 2Xb:m SECURE TO BLOCK W/2-%' TAPCONB(MM. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 V) WITHIN S' OF EACH END 4 8, CM 18' O.G. MAX SPACING. )S• DRYWALL 2X8: ® VX4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/2-T)w CASING TAPCONB (MIN SHANK SIZE .10 7TTOARI MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT I Y4') 4 TO 2X PER WITHIN 8' OF EACH END t MANUFACTURES DETAILS. IS' O.C. MAX SPACING 2X4= SECURE TO BLOCK W/ V TAPCONS (MIN. SHANK 812E 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y♦') WITHIN 8' OF EACH END ! NOTE, STRUCTURAL 2X 18' OC. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED TWRdYsH SECURE TO BLOCK W/2-V*' NON-STRUCTURAL V.- TAPC.ONS TAPCON MIN. 144 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN, HEAD SIZE 300 , CMN MIN. EMBEDMENT 1 Yi) •DRYWALL WITHIN 8' OF EACH END t 18' O.C. MAX SPACING [Ell X4' OR I'X2' P.T. NAILER 2XS;c= SE�STO BLOCK W/2-%, 7(!' ObJS. X W MIN. (MIN. SHANK SIZE .145 DOOR C)!'S� MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y:) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOORJAMB TO WK +1-15/1¢" C w K+-15 8 N.Tb. 2X4,m SECURE TO BLOCK W/ TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y19 WITHIN 8' OF EACH END 4 NOTE. STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6m SECURED THROUGH SECURE TO BLOCK W/2-%- NON-STRUCTURAL TAPCCNS TAPCON MIN. I-V (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MR EMBEDMENT 1 Yi) g, CMU WITHIN W OF EACH END t K• DRYWALL IS' O.C. MAX BPACMCs. ❑ I'X4' OR 1'XV P.T. NAILER 2X8m SECURE TO BLOCK WR-i4' CASING TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 OR JAM15 OR WINDOW MIN. EMBEDMENT I Yi) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS, 18' O.C. MAX SPACING. NOTE. SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V) NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1//2" DOOR JAMB TO BLOCK +2 1��} n WDIDOw TO BLOCK +1-1/2- %n1 wlmw TO BLACK +2 1!4 `') SCALE, N.T . " ALE, KTS. 2X4= SECURE TO BLOCK W/ Vo' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys') WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X 18' O.C. MAX SPACING MUST DE ON OUTSIDE 4 2Xbm SECURED THROUGH BLOCK W!!•Tlb'TAPCON NON-8TRUCTURAL '4'SE�80 MIN. I -A' (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE J00 • CMU MIN. EMBEDMENT 149 DRYWALL WITHIN 8' OF EACH END ! IS' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSm SECURE TO BLOCK Uk2-%' TAPGONS DOOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 DOOR JAMB OR WINDOW WTHIN 8' OF EACH END ! ATTACH TO 2X PER 18' O.C. MAX SPACING MANUFACTURES DETAILS. MO,•4MY1 WroP 4rRro•nor Cite14) DOOR JAMB TO BLOCK +3" E E, KTS. 2X4= SECURE TO BLOCK W/ i(s' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y� ) WITHIN 8' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6>m SECURED THROUGH SECURE TO BLOCK WO-9Ls' NCN-STRUCTURAL 3(!' TAPCONB(MM. SWANK SIZE TAPCCN MIN. I-Y4' 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN EMBEI1— DMENT 4 WITHIN 8' OF EACH END t 8, cm 18' O.C. MAX SPACING. V DRYWALL 2X8,m D I'X4. OR I'X2' P.T. NAILER SECURE TO BLOCK 2ND 2X SECURE TO SI TAPCONMIN. SWANK SIZE SWANK SIZE STRUCTURAL MEMBER J45 W/(2)12d WITHIN 8' OF EACH MIN HEAD SIZE 300 END 4 6' TO 8. OC. MAX MIN. EMBEDMENT I Y4') CASING WITHIN 8' OF EACH END ! DOOR JAMB OR WINDOW 18' O.C. MAX SPACING ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +3" F w +" E, KTb. 2X4= SECURE TO BLOCK W/Y♦' TAPCONS(MIN. SHAWL SIZE 145 N H MIEAD SIZE 300 MIN. EMBEDMENT I Y4) NOTE, STRUCTURAL 2X WTHIN 8' OF EACH END • MUST BE ON OUTSIDE 4 18' O,C. MAX SPACING. SECURED THROUGH 2X6,m NON-STRUCTURAL SECURE TO BLOCK W/1-1/4' TAPCON MIN. I-Y4- TAPCONS(MIN. SWANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 CMMIN. EMBEDMENT I Y4') DRYWALL WITHIN 8' OF EACH END ! 18' O.C. MAX SPACING. 'X4. OR I'X2' P.T. NAILER 2XSm ❑ SECURE TO BLOCK WA-114' j(r• OS9. X 4- MIN. TAPCONS (MIN. SHANK SIZE J45 DOOR CAGING MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4•) DOOR JAMB OR WNDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER 18' O,C. MAX SPACING. MANUFACTURES DETAILS. *-A6 pMPWRJ ( —WC WS•) DOOR JAMB TO BLOCK +3-7/18" w[NDOW TO BLACK +3-7 18' G SCALE. KT . 2X4= SECURE TO BLOCK 101W TAPCONB (MIN. 814AW SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END ! NOTE: STRUCTURAL TX 18' O.C. MAX SPACING. MUST BE ON OUTSIDE ! 2X6m SECURED THROUGH SECURE TO BLOCK wA-I/4' NON-STRUCTURAL 11(s' TAIRC," TAPCON MIN. IY♦' (MIN. SHANK 812E J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yj) g• CMN WITHIN 8' OF EACH END 4 J�• DRYWAL,L, 18' O.C. MAX SPACING. ❑ I'X4' OR 1•X2- P.T. NAILER 2X8e= SECURE TO BLOCK W/1.1/4' ' P.T. X 4- MR TAIRCONS OOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I Y4•) DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t TTACH TO 2X PER 18' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED )4") DOOR JAMB TO BLACK +3 3/4" w BLOC + 4' H SCALE, LT". 1441 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abd•slgngroup.00m L AA S: 0003325 1 SUBDM Se L+OT: SILVERADO LOT #10 BLK #19 PROJECT# 04128.002-10191 MYODBLA 4EAB "1672- ARIA" GARAGE Blrn4G: RIGHT PAGE: DETAILS 150 MPH EXP. B 12 DmNT A M. 06/09/20 BCALE: 1/4"=1'-0" B*MET D2 SUBDM Se L+OT: SILVERADO LOT #10 BLK #19 PROJECT# 04128.002-10191 MYODBLA 4EAB "1672- ARIA" GARAGE Blrn4G: RIGHT PAGE: DETAILS 150 MPH EXP. B 12 DmNT A M. 06/09/20 BCALE: 1/4"=1'-0" B*MET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441A SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP, WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10655.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 22019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2027 FBCR 3/2/2030 FL18644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.S CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL10758.2 OWENSCORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10/13/2020 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/32/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006A IKO SHINGLES 30 YEAR 2027 FBCR 9/6/2021 FL158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROLDATE: O6/05/2020 1441 N. RONALD REAGAN BI LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com L AA N: 0003325 g Q Sumiv. • Lo1•. SILVERADO LOT #10 BLK #19 04� 12 601- 0191 MOD= 4EAB "1672-ARIA" OAAAGS OWWO: RIGHT PAGE PRODUCT APPROVAL LISTING 150 MPH EXP. B r a � 06/09/20 1 1 SCAM 1/4"=1'-0" 1 D3 o loll" #A !li OLIq.D WWO.rf.A O LI'OLD NI4O.IR.A ®.� z�'°°• ® KICKOUT ® DETAIL Eli • WOOD SHEATHIW-v OR CMU �.R° aasaaa.^.s WRB LAYER 01, s CfUY° Pr,f.QVM. Pf.G STUCCO WRAP (FRAME ONLY) . G ° rLL rf. G TQIQN ® °O"""R`tl° THICK, 3 COAT CEMENT PLASTER (FRAME), GOAT LEGEND CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) • ®roLLAP WRB 4 TAPE OVER DRAINAGE PLANE (WRB o O ' � LAYER 01, STUCCO WRAP) MIL roLo. oa j tlQLcur. r n4CK .% GOAT CRIEW ? 5'X5' 'L' TYPE CONTINUOUS WRB LAYER "2 ( FORT I F 1 BE R — - — - — -PL"UR — — — CUPW "A'°""(MWE"'(NAIL TO '' ? METAL ROOF DECK, NOT BUILDING PAPER) UM LATER -•POWWR WALL SHEATHING) ewLOM rAFMi MWU war) UM LATLR't CAP SWWxLE - DO NOT NAIL, METAL LATH X—X—X—X G=C0 ~ w m ONLY) INSTALL WITH ROOF CEMENT aysD:v • '" SILVERADO LOT #10 BLK #19 [pno"ICTIP 04128. 02-10191 MDDM- 4EAB "1672—ARIA" GARAGM *Vora: RIGHT PAGEk WALL ASSEMBLY DETAILS 150 MPH EXP. B oLAP La" wMJLpm i.waop I JFASOVE OLY) .. STUCCO STA OR Ofl°.ICR Cm I M�R�CEMENT ROOF PER ELEVATIONS WOOD SHEATHING MAu SELF-ADHE61VE FLASHING — — — — — — \ NOTE METAL LATH: LATH TO BE PER SECTION — y ""A Tw f ..AL (°/O cm R-103.1.1 / ASTM C-84-1-0% MIN. 2.5 LB5. ,�• NrAt.L Kwowr "wNow. °n'a= ora�.ovrnaAr PER SQ. YARD (UTILITY OR NOMINAL awTs� 08/09/20 aCAL�t 1/4"=1�-0" Mcrae I. f7pUHCALLT f4/GlA gtlr °"° "' """''°="�` "L" LATH DOES NOT MEET SPECIFICATIONS) sxasT rJ FLASHING N.T.S. WA1 LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.1.I / ASTM C-84i-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH (P SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT • TOP t SIDES GB DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESIVE - FLASHING INSTALL PER MANUF. SPECS-) BUILDING PAPER — UNDER 'QUICK FLASH' A VENT PENETRATION SCALEz N.TA. ELEC. METER FIELD VERIFY LOCATION AREA TO RECEIVE STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I El `ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE lU LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -!'GREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMESO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING N APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER h, STUCCO WRAP WOOD SHEATHING APPROVED WOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE '0' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC qmmwommiIAM SHEATHING WRB LAYER 7, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOW STRUCTURAL MEf'DER • l' O.C. MAX �mso ar W TO X' WWILL �mmn i' WIDE STRIP SELF ADHESIVE FLASWWA CLEAN MASONRY I'![ MM APPLYW3 -- PNISH m MASONRY ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 5TEF #1 STEP #3 STEP #5 STEP No OELECTRICAL RECEPTACLE 1441 N. RONALD RFAOAN BLVD, LONGWOOD, FL 32780 PH: 407-774-6078 FAX-407-774.4078 www.abdoWgngroup.com AA A: 0003326 1 2 F summ ae LOT-) SILVERADO LOT #10 BLK #19 PMAMT# 04128. 02-10191 MOD=- 4EAB "1672-ARI9" RIGHT PAOM WALL ASSEMBLY DETAILS 150 MPH EXP. B �r 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH: 407-77443078 FAX: 407-7744078 www.abdosigngroup.com AA M: 0003326 10 14 MAN k LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - 4" BUILDING PAPER) � METAL LATH x—x—x—x STUCCO IT WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - 2� sysazv. as LOT. SILVERADO LOT #10 BLK #19 04� 1 88,001-1019 MoaIM, 4EAB "1672-ARIA" OARAOX swam: RIGHT PAO& WALL ASSEMBLY DETAILS 150 MPH EXP. B CORNER BEAD (FASTENER 4 SPACING m '1' O.C.) C n L CMU ' THICK, 3 COAT CEMENT iNO PLASTER APPLIED DIRECTLY TO MASONRY aAT>Qs 08/09/20 8CMM148 CORNER BEAD ® BLOCK MIEN= 4•=r-o' WA3 WOOD OONSTm4TION MYOND WOOD SHEATNIN6 VEATNER RESISTIVE EtAPMER 9 / !(�• x TT Y L�AP DION& / � � � -ADNEF 45 / � M A&614NWQ. s • j U"Tm a M81envE \ STARTER R �SISTIVE - ' 6ALVV METAL 6ALV'C METAL ' ' W R.AMIMS n•rLAeNrn IY TIMM R T P@ A *-mw \� AIGAP WiC SE4LMANT SIDING TO STUCCO ® BLOCK TO FRAME TRANSITION a NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — — 5UILDINCs PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX: 401-7744078 www.abdesigngroup.com L AA 0: 0003326 � tz 1;3 F-SILVE RADO #10 #19 0 128 0 -10191 1[OD�L: 4EAB "1672-ARIA" GAR"Z SVWCI: RIGHT PAGO WALL ASSEMBLY DETAILS 150 MPH EXP. B 2x& SUB-BANb W/1'x4' NOTCH s END, WRAPPED IN PEEL 4 STICK DRIP EDGE �\ 1� -1/8' TEXTURED I FINISH ® WOOD I �� 1/2' TEXTURED FINISH * CMU METAL FASCIA WRAP Ye' FROM STUCCO, 1' FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) 1/8' TEXTURED - FINISH • WOOD, IA' TEXTURED FINISH • CM x METAL LATH x x x x x x x x METAL FASCIA UAiAP 1 7 UIOOD SHEATHING x x x x x x OR CMU x x x x x x s UIRB LAYER "I, STUCCO WRAP (FRAME ONLY) x x x x x x x x x x x x — UM LAYER 92, FORTIFIBER x x x x x x x x x x x x x ---- BUILDING PAPER (FRAME ONLY) x x x x x x x x x x x x x FRAME OR CMU 2X6 am pgNp ROOFW. CEMENT x x x x x x x x x x x x x x x x x x x x x FELT PAPER DRIP EDGE x x x x x x x x x x DRIP EDGE x x x x x x x x (REFERENCE POINT ©FLAN E3x METAL KICK OUT x x x x x ONLY. FOR WALL OFF SET OF COMPONENTS) �\ NOTE: NOTCH FOR 2X6 \\� SUB BAND ONLY N ROOF KICK OUT REMOVED \\ �� FOR CLARITY \ ROOF DECK (BEYOND) 4 0 \ \ DRIP EDGE, I' OFF WALL (NOT INTO STUCCO) ®ELEVATE ON ®PLAN A I'f/8' TEXTURED FINISH I WOOD, 1/2' TEXTURED FINISH s CMU �_! 2x& SUB -BAND W/I'x4' NOTCH 0 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'-O' SCABBED TO TRUSS W/12d NAILS &'-8' O.C. MAX. 2x SUB -BAND W/Wx4' NOTCH m END AL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W /KICK —OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 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. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX 407-7744078 www.abdoWgngroup.com AA#:0003325 g F LVERADO OT #10 LK #19 rieoaac" 04128.002-10191 moasc. 4EAB "1672-ARIA" 0AnAQZ sMMOs RIGHT PROM WALL ASSEMBLY DETAILS: SUB -BAND 150 MPH E . B EXTEND SLAB 1 112" .I FM-12X18 — — — — — — — — 73 I FM-12X12 4" CONC. , 1A SLAB r m I ,$01/2 as ro Y I� F 2 I 91-F 2'-6- . 10 b 1 FM-12X18 1.1 A.0'- I� SLAB Vol, 1" PVC CHASE cO FOR ELEC. @ c� I, ISLAND 1 LL ,., M I� X I I� ILL . I 4 � Y q EXTEND 4"PVC CHASE I SLAB t 11T ; - TE1— — — — — — — — — 4" CONC. 5 112 SLAB I 5 I 11 2' 4" Tp 70 °4 18'-0" 2'.W 17'-8" "' SLAB 1 I `OI 1 HI Ri a LLI EXTEND O 2 FM-12X18 SLAB 1 1/2" ai ,., 14" CONC. • SLAB gw( XI 6" , 3�" g" I^ L�•31/2 yaiI I 2 FM(-12X18 7112 FMG12X78 � L_ FM-12X18 1.1— J •t 4 FM-12X18 1.1 FM-12X12 — — — — — — 11 r :ons FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0". 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION w0%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 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, BIINDICATES #6 BAR,ENDICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90° HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS (#5 30", #6 =36'), 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 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530.13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-13(ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER } OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, 6Lh EDITION SLAB SCHEDULE SLAB I THICKNESS REINF. REMARKS Bx6 W 1..1.4 OVER GENERAL 3 112" 6 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS.IN FOUNDATION WITH NY LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. SHORT LONG FMA208 12" CONTINUOUS 18" - (2)#Vs FMC•12x18 12" CONTINUOUS 18" - s - VARIES F-24x24 24" 24" 12" s s _)0•4' FM-12x12 12" CONTINUOUS 12" - O#5's (-)IY-4" TE-1 8" SEE PLAN 8" - s - •-0" 3UN 144i N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 O O 0 rUSDIV. Ae LOT: SILVERADO LOT #10 BLK #19 PROJECT# 04128.002-10191 MODEL: 4EAB "1672- ARIA" GARAGE EWING: RIGHT PAGE: FOUNDATION PLAN 150 MPH B BCALE: 1/4-=1'-0" FOUNDATION PLAN 8. SCALE: 1/4" = 1'-0" s t 30" MIN. EACH WAY HIC FOOTING STEEL REINFORCING IN GROUTED STEEL REINFORCING IN GROUTED °CELL SEE PLAN FOR SIZEAND a p. CELL SEE PLAN FOR SIZE ANDaSPACING SPACING REQUIREMENTSGARAGE nF. REQUIREMENTS T DOOR w RECESS 0. ¢ 0. Z 8" CMU WALL O 8"CMU WALL . f CORNER BARS, SAME SIZE AS BAR I W W B' O io - M Z �O - IN FOUNDATION WITH 30" LEG EACH _ N b .- p -p• TOP OF SLAB •- 0'-0" TOP OF SLAB d WAY AT ALL CHANGES IN DIRECTIONS I ... °I SO THAT THE STEEL REINF. IS CONTINUOUS /n _��b _ • MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR EXT. PORCH SLAB' •VAND4BAR SEE SLAB SCHEDULE BAR SIZE 48 BAR DIA. CHAMFER (,STORY) VARIES • SEE SLAB SCHEDULE TOP OF GARAGE I,I If '- °. CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET Zip, AT ELEV: W71/2"ISOLATION JDINT (WHERE "CHAMFER (25TORY) 18" #4 P4• EXT. PORCH SLAB WI 1/2" ISOLATION I 4" CHAMFER (1-STORY) 1 . 8" CHAMFER (2STORY)APPLICABLE) 0'-0" zE SCHEDULE #5 30" JOINT (WHERE APPLICABLE) Z •' : �. i EE SCHEDULEWXD, a. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING BAR SIZE FOR WXD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST QUANTITY AND BAR QUANTITY NUMBER OF BARS Qe. 2 TO 3, PROVIDE 2 BARS), LINO #Z 47 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE SCALE:3l4'�1'-0" @ GARAGE SCALE:3/4"=''-0" 3 CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4"=V-0" SCALE: 314"=V-0" LAP TOP PLATE A MIN. OF 48" LAP TOP PLATE A MIN. OF 48" —77 AND NAIL W/ 16d COMMON AND NAIL Wl 16d COMMON NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W7 PLAN w o a I 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 2x4 OR 2x8 W000 BEARING PROVIDE BLOCKING WALL Wl SYP No 2 STUDS SEE 2" CAPPED j NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE 8T. PLATE TO SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE O 0.. SECURED W/ 2-PART SPACING. SINGLE BTM. PLATE Wl7' il2'k8" WEDGEETIN BTM. PLATE TO BE PT. W/FLANGE (t� BASE a 5 EPDXY. MIN. EMBED TO BE PT. PROVIDE DBL. TOP S WASHER SET IN HIGH STRENGTH HIGH PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO -� 8", UNO ..a O FOLLOW ALL MANF. PLATE EPDXY 5-1/2" EMBED. MIN. 16" OC SLAB W/10d MASONRY NAIL 16" O/C STAGGERED. b < SIMPSON SPH4 OR SPH6 MAX = 0: SPECIFICATIONS FOR t0 ¢ BTM AND TOP PLATE Ar ADDITIONAL METAL 4-rd USE AND I ANCHORS W/,0d x 1 1/2" CONNECTORS NOT SECURE FLANGE TO H PREPARATION OF C0 COMMON NAILS FILL ALL REQUIRED WHEN NO SLAB W/(4)1/4" X 2 1/4" TAPCONS HOLE. y w f/1 UPLIFT IS PRESENT. w b x 3" SEE SLAB SCHEDULE EE SLAB SCHEDULE Q, a OF SLAB .. ; . O TOP OF SLAB4'CHAMFER(1-STORY)6"CHAMFER (2-STORY)�EQ. VEQ.lEE EQ. SEE SCHEDULE SCHEDULE FOR WXD, BAR SIZE WxD, BAR SIZE ADDING BAR TO AND BAR QUANTITY BAR QUANTITY scALE:3a"=1'-p° MONOLITHIC FOUNDATION INTERIOR CURB FOUNDATION WOOD WALL p INTERIOR CURB FOUNDATION WOOD WALL 8 6 SCALE:34 ,'o" (NO UPLIFT) SCALE:34"=1'(P' BDALE:3a"=''-0" (W/ UPLIFT) LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS z 2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING f WALL W/ SYP No 2 STUDS SEE PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT, SECURE BT. PLATE TO CL PROVIDE DBL. TOP PLATE SLAB W/10d MASONRY NAIL w 16" O/C STAGGERED. ADDITIONAL METAL U 0. a CONNECTORS NOT REQUIRED WHEN Q 8"CMU WALL UPLIFT IS PRESENT. T. b Z '- 0'-0" ;� POURED LINTEL CONT. (TYP.) .jO^ B" CMU FILLED CELL (TYP.) TOP OF SLAB SEE SLAB SCHEDULE• 2X WALL FRAMING SEE SLAB SCHEDULE 1/2" DIA. SIMPSON STB2 BOLTS 5" O«- 0.- TOP OF SLAB z Z - ♦ "ISOLATED" COLUMN PAD MINIMUM EMBEDMENT INTO GROUTED CELL, 4" FROM ENDS AND to ° ' CENTERED UNDER WALL AND 16" O.C. VERTICALLY MAX POURED MONOLITHICALLY WITH FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .'Ss4—rT . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD BLOCK WALL CONNECTION 6CALE: 314"=V-0" (NO UPLIFT) 10 SCALE:3/4"=V-0" 1 I 1 1 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32780 PH: 407-7748078 FAX: 407-7744078 www.ehdesigngroup.com L AA P. 0003325 E J 6 SVBDIV & LOT SILVERADO LOT #10 BLK #19 P1tOJECT# 04128.002-10191 MODEL: 4EAB "1672-ARIA" GARAGE EWING: RIGHT PAGE: DETAILS 150 MPH KV. B TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10" HOOK GROUTED BOND BEAM VARIES PER ELEV. —k . e 1441 N. RONALD REAGAN BLVO Z LONGW000, FL 32760 FM:407-774�8078 FAX 407-774A078 n AA N: 0003326 #5 BARS • B b CLEAN OUT REQUIRED 1 �� FOR INSPECTION m � a1: M 0'-0" FIN, FLR. TIE RTICAL REBAR TO HORIZONTAL Eli - REBAR W/ la'HOOK �— a k BAR SIZE 48 BAR DIA.�c Z #3 18" CMU UNIT DIMENSIONS >O #4 24 Q ARE NOMINAL SIZES U #5 30" #s � O 3 MASONRY SYMBOLS HORIZONTALNERTICAL SCALE: 314"=1'-0" REINFORCING 40 SCALE: 3!4"=1'•0" Z � STEEL REINFORCING IN GROUTED O CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS G� m U Z 8" CMU WALL TOP OF SLAB TOP OF SLAB 4 0 e SEE SLAB SCHEDULE ? w a BAR SIZE F48 BAR DIA. > EXT. PORCH SLAB 4 CHAMFER (I-STORY) 18„ W/ 1, ISOIATION 6" CHAMFER (2-STORY) JOINT (WHERE # #4 j 24" APPLICABLE) Z_ ATCH STEEL #5 j 30" 6" PVC CHASE REINFORCEMENT #6 j 36" PER SCHEDULE auumv. !t LA7 SILVERADO LOT #10 BLK #19 PROJECT111111 04128.062-10191 MODEIa 4EAB "1672— ARIA" GARAGE s1/iNO: RIGHT PAGE: DETAILS 6 PVC CHASE THRU FOOTING 150 MPH . B THRU FOOTING #7 42" MATCH STEEL SEE SCHEDULE REINFORCEMENT FOR WxD, BAR SIZE PER SCHEDULE AND BAR QUANTITY PVC CHASE THRU FOOTING ^ 4 BCALE:3/4"=1'-0" I 2 ,U L nn 06A//0 8CALE: 1/41 sitll= s12 FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9)10d x 1 1/2' HDG NAILS, CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 112" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 11T HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4' NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS36, .177' * x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10, TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS, 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK SIZE A DESCRIPTION REMARK 0 (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 (e SIZEWXH REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING 081 MASONRY 3000 8x8 (1) #5 WA GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LATERAL 8• PRECAST & PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR S" PRECAST & PRESTRESSED ULINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE PLOAD LF SAFE LOAD POUNDS PER LINEAR FOOT TYPE LENGTH SUS Ne46 entaee stsN ePmN eP24N ® TYPE LENGTH OUS 8F6 RCMU LENGTH TYPEE.. rn>1T st2m OPWTT steer N�,T woo WOW How VWiT 18N2T sslT Na0.2T 34' (42') PRECAST 211 TO (42') PRECAST ION 1024 I= 34 (42) PRECAST 3M 4N4 NN mat 1N1 2t64 48t ON NO am 4'4• (4S) PRECAST 16e9 4'4' (461 PRECAST 785 763 1305 4'4• (46•) PRECAST ION NN m8 4rn ON 8rn NN N18 4rn 0 N1e 44• (641 PRECAST 1ppi P4' PC) PRECAST i 6S2 6S, 1073 4'-S (649 PRECAST ION 2M MS 40N 4111 SM 11W 2M Nu 4042 m1 N+0 VW (64') PRECAST 1217 I 64' (64� PRECAST 411 411 746 6'�4' (64") PRECAST 2s7e NN Nee Nn NN 227e NN 2Ne eN1 4eN s-10' (M PRECAST ,oez vm- (70') PRECAST 810 88S 616 s-,7 (70') PRECAST m m No 3m nM od NN 2N2 2N/ 3= NN SO Pn PRECAST 606 64' (78•) PRECAST W7 721 JIM SO (7M) PRECAST M-, , NN 3M m e. m ,4m NN NN 2n2 22N m2 r4• On PRECAST 743 T4' Pn PRECAST 424 534 363 T4' (60') PRECAST W nv m m t2N IM 2Ne 2Ne 2121 31N P1" (112') PRECAST 664 Cd' (1121 PRECAST 326 512 230 v-C (1121 PRECAST eel 10e „ Uri ,n 21N 3= ew m me NN ,eN 2224 am 10'4' (126') PRECAST 476 IWO (12n PRECAST 294 401 160 10.4' (12r) PRECAST m rn m t , mi 2mt eN eN „N ,4T2 ,TN 20N 1,4• (196') PRECAST 962 III n36') PRECAST 260 452 154 „4' (136') PRECAST 474 ea eN tNr , tm ,iN 4" m tart SHI ,eN 21e1 12'-0' (144') PRECAST 337 124• (144) PRECAST 244 402 IV 12'-0' (1441 PRECAST M 124 NI „ , ,Ne 4N m No ,aN , ,m 2m6 13.4- (ISO-) PRECAST 2S8 13'4' (160') PRECAST 217 824 NO 134' (160') PRECAST 418 M em M e0a , I= 4N 4N TN Im 1N7 14.4' (168� PRECAST 279 14'4• (181 PRECAST 206 2S3 100 14'4• (IW) PRECAST aM 2M eN 70 eN ,NO 14.4' (i7S) PREBiRESB® N.R Iwo (Im PRESTRESSEDN.R. 294 01 iM4' (17W) PRESTRESSED 31 fle 2N m m 8Y rn m eN M ,m ,184 1" (164') PRESTRESSED N.R. 164- (184') PRESTRESSED N.R 20 83 194' (1841 PRESTRESSED N4 M 313 218 4N eN etl Ne 7N e,1 ,8N lrW (206') PRESTRESSED NI ,r4' pm PREBTRE66ED N.R 194 64 1r4• pm PRESTRESSED ,n 1N m m N8 M ON M ,m M. 1473 164' Mn PRESTRESSED N.R. 164' On PRESTRESSED N.R. 148 52 15-4 p32� PREST IN 1N 2N Ne aN 4N M 8N e47 81/ NT , WE 172/ 214' meek PPE81R N.R 214' p66') PRESTRESSED N.R. 126 42 214• On PRWrRMWM142 ON m 2m rn N0 Nr 4N 7n m Ne m 1048274' p641 PRESIREsm N.R 2r4• p&� PRESTRE88ED N.R 118 40 2T4' pe41 PRESTRESSEDHe 2N m rn 818 4N eM eN m ,m2N m 244' (18n PRESIME88ED NR 24'4' p6e� PRESTRE68ED N.R iM 39 24'4' p66') PRE8T1688E0negel 7N Ne 3N 4N 4N eN 4N w eN rn Ytl.. - wo me N4 eN No12N (#) THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE ADDED PERCENT REBAR. (#) THE REDUCTIONS NUMBERS IN FOR GRADE PARENTHESIS 40 ARE FIELD ADDED PERCENT REBAR. -ALL VALUES TAKEN FROM'SAPE LOAD TABLES BY CASTCRM MAY 2016 EDITION • PRECAST PRODUCTS BY OTHERS TO MEET OR EXCEED VALUES STATED ABOVE •ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFIrAT(ONS • PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE M 16-0126.03 omm000 O�mOmOE� IOm�000� 0m000�o �mom�roo� 0m©omoo ��s�0000 mmd�oom DE5�70m��Q' '- �m� O�m00m0 om®oo�!cr OD®0��0 ommoo�!�r_ 00000©o oomm000 O��Om00 or,�momoo ®omomov1� 0��0 �OLJJ 000�0©0 0��0�00 0�00®00 0000��© ©DODO©0 �a--�--,- SFAS-1T/O--------.>-----1T/Q—---_--_, ------SFAS-1T/OMI08—�------� I 3 F- u b 4 8F16-1T10M/0B N i m a S � 1 'r I s » ( $ i a i 2 » Y � k ( S : I I 1 € E I UNO, PROVIDE BBI WHERE ROOF TRUSSES BEAR, TOP Y OF WALL EL. 8'-8", UNO. ? I ( ( 3 ) i L-----� i » ,r a 8F8- # i 4 : ( 4" 8F16-1T/OM/08 P » o � a M4 wo BF8- ; 8F28-1T/OMIOB ------------- LIFT BEAM PLAN SCALE: 1/4" = V-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7748078 FAX- 407-7744078 www.N bd"signgrou p.com AA t7: 0003325 FJ 5T1 I I 9tMDIV. Ae LOT SILVERADO LOT #10 BLK #19 PROJECT 04128.00�-10191 MODUL: 4EAB "1672-ARIA° GARAGE OWING: RIGHT PAGE: LIFT BEAM PLAN AND NOTES 150 MPH E . B #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10"HOOK 30" TYPICAL #5 BAR IN BOND BEAM CORNER &ERgEl�N[FFORCING OF BOND BEAM SCALE: 3/4"=1'-0" NOTES TO THE INSPECTOR/CONTRACTOR TYR 8"x8" 1. PLACE LINTEL ACROSS TOP OF OPENING. BOND BEAM-1 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL. �G\' 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING PLACE STEEL HEIGHT. �OF REINFORCING (L2) 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1) #5 BAR CONTINUOUS AROUND �aG AS DEPICTED HEREIN. STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST In \, TWO COURSES ARE BOND BEAMS WITH A #6 BAR IN EACH COURSE. TYP. 8'7A6" 5, SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM BOND BEAM / COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL ELAa REINFORCING OR THE BOO BOND BEAM S TO BE CONTINUOUS THROUGH THE i>RF TOP OF THE LINTEL. 1- B„ 1- � / R �\�Q 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 18" DEEP. �---�F � L. BOND TOP BEAM W/(1)#58AR SONDBEAM • /\O EACH COURSE G Bx8 BOND BEAM TOP OF • QED\a W/ (1) #5 BAR BOND BEAM O F = FILLED W/ GROUT �� I .(�O� U =UNFILLED GROUT SOLID FROM TOP NOMINAL LINTEL TO TOP OF BOND OF OPENING WIDTH # OF #5'S, IN 2ND BOND BEAM, IF FILLED LINTEL. BEAM COURSE SEE NOTE 5 a16-1 T/ 1 M/ B 8x8 PRE CAST CONCRETE per' F�P� NOMINAL�� LINTEL W/ (1) #5 BAR (L2) HEIGHT # OF #5'S, TOP LENGTH OF BAR =WIDTH OF MASONRY 0 OPENING-2" IT IS THIS THATXFXXN7TIM/OBINDCATESADOUBLEBONDBEMNEEFVS INTENT DBEAMOOURSE #OF#SS,BOTTOM 8x8PRE-CAST CONCRETE �2� BEAM DESIGNATIONLEO' AND XFXx- 1TI0MIOB INDICATES A SINGLE BOND BEM PLACED IN LINTEL LINTEL, W/O STEEL(L' I REFER IT IS THIS ENGINEER'S INTENT TO PLAN FOR LOCATIONS TOP ANDXUXX-1T/iM(OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL OF OPENING AND XUXX - 1TMM/OB INDICATES A SINGLE BOND BEAM ABOVE UNFILLED LINTEL PRECAST HEADER(MIN) DEL. BOND BEAM AT HIGHER ELEVATION 2x4 (MIN 2 X 3)13/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD DBL BOND BEAM SIZE.MIN EMBEDMENT 1 AT LOWER ELEVATION WINDOW AF 1/4) 83 ROM EACH END AND MAX. MIN 1-14' #5 BAR BENT AS SHOWN EMBEDMENT 2x6 2 X 3) 23116 TAPCON (MIN OR DRIVE PIN (MIN SHANK PRE -CAST `a 1✓a" SIZE.145 MIN HEAD SIZE .3DO WINDOW MIN EMBEDMENT i 1/4") 8" 7p, ,ylii SILL FROM EACH END AND 18" `v SLOPE O.C. MAX. MIN 1.1/4" 4 � EMBEDMENT OPEN FACE SHELL SO 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN AS TO ALLOW BENT SHANK SIZE.145 MIN HEAD BAR TO BE PLACED IN UPPER AND LOWER 00 MIN EMBEDMENT I 2X4 SOLID BLOCKING 1/4) BOND BEAM #g MIN. REQUIRED IN 83 ROM EACH END AND SECURE TO SHEATHING EACH CELL HOOKED IN 18" O.C. MAX. MIN 1-1/4" N MIN.2-12d. PER ELK. EA. END VCMUWALL TOP BOND BEAM W/ EMBEDMENT STANDARD ACI HOOK 711G' OSB SHEATHING CORNER BARS TYPICAL MASONRY WINDOW AT CORNER STEP SILL CONSTRUCTION ARCHWAY FRAMING DETAIL C PROVIDE 3" DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. I > i SINGLE #5 CORNER p° I BAR, 30x30TURNED UP ORRCE D DOWN INTO STEEL REINF. OF FILLED BOND. BEAM a II I II U Bx8 CMU PIER W/ SINGLE OR DOUBLE REINF. SARIS), II PROVIDE #5 BAR AT EACH SIDE SEE PLAN. / STEEL REINF. OF OF ELEVATION ENSURE THAT PIER GROUTS BENEATH BOND. BEAM CHANGE LINTEL. CHANGE IN ELEVATION OF BOND BEAM SINGLE LINTEL, MULTIPLE OPENINGS V SCALE: 3/4"=V-0" 1441 N. RONALD REAGAN EllLONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 0 a SVBDIV Z' 0'7" SILVERADO LOT #10 BLK #19 PROJECT# 04128.002-10191 MODELa 4EAB "1672- ARIA" GARAGE SWING: RIGHT PAGE: DETAILS 150 MPH 1 B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 WI (8) 10d x 1 1l2" HDG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 WI 10d x 1 1/2" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S36, .177" " x 2 7/8" LONG, WITH WASHER @ 16" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM 0'-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS WI UPLIFT IN EXCESS OF 2,5DO LBS SHALL BE FABRICATED Wl A 2x6 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2)16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO n ,� y✓j C� U U BRACE TOP OF WALL, 3 3 U CJt --II --y —m---u---Ir EJ7 n CJi I CJ3 y N 1g ow n� x ■ x x qN N ■ ■ ■ ■ " CJ3 c i 3'1 ATTACH 4'-0" LONG 2x SCAB TO CJ5 : x x u TRUSS W/ 10d NAILS @ 6" O.C. N N N N s _ CJ5 la I (4" FROM EA. END) 1A GT 1A r. _ a:_ a_.:s a_ a — s.�. ._._... ._._.�._._. . y,A .—.aaQ . ....._..s:6._... ._._... PREFABRICAT ROOF ._aa..®._....=z._.—:—. Tmmmcaraamw 11 .mom . ® . .._s �._a.._ a. s_m.sa._ .®.sae,. — s_ s_ss�.a_= ._._._._._._._. s—.—— to 3.1 4 _ A2 22"x54' i•_a I ATTIC I° :.�._.s.sas_.�ss® . _._I_LICCCEa_�..._. A3 .13 yiA .—.—.—._. _: . ® a.e.:s._._.: - A5 y v� A9 1A .1 — — — A11G 1A 1of1 w.�.:._._._. - ■ n m■��yu a t 1 m CJ3 to " n x u 4 . _ _ CJt x " p N ■ : --------------- ef\Co �)� U J7A 9 7 8 ¢ 1 .1 FRAMING PLAN SCALE: 1/4" = T-0" ns 1441 N. RONALD REAGIAN BLVD LONGWOOD, FL 32750 PH: 407-774,S078 FAX: 407-774-4078 xnlvwA esigngroup.com L AA M: 0003325 S. —LL J aVHDIV. & LOT SILVERADO LOT #10 BLK #19 PROJECT* 04128.002-10191 MODEL1 4EAB "1672-ARIA" GARAGE 9III►ING: RIGHT PAGE: FRAMING PLAN 150 MPH ft. B 12 SCALE: 1/4"=1'-0" sKrin s3 IF ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE 24" On, SUBMIT SHOP "ROOF/WALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE" A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH TRUSS PLYWOOD SHEATHING, SEE 0TRUSS "ROOF/WALLIFLOOR # 1100 UPLIFT SIMPSON B-(2))SIMPSON HETA16ILS ANCHOR WITH TRUSS ANCHOR WITH TSSANSIMPSON ORHETA16NTH NOTE: A PT SYP #2 2" x 4", HTSM20 W/10 10d TO SHEATHING (12)16d x 1 J" NAILS TO TRUSS (9) 10d x 1 }" NAILS TO 6", 8" z 4'-0" MAY BE ADDED TRUSS AND (4) 1/4" x 2 1/4" FASTENER SCHEDULE" DBL STRAP, 1 EACH SIDE WRAPS UP AND GIRDER. PROVIDE 5" W/ 10d NAILS, 2 ROWS, 3- TITEN 2 ANCHORS TO OVER TRUSS (NOT SHOWN) MINIMUM CONCRETE On TO FACILITATE ONE CONT POURED LINTEL C-(1) SIMPSON LGT2 GIRDER TIEDOWN WITH NOTE: A PT SYP #2 2" x 4", EMBEDMENT. USED IN r ADDITIONAL PLY MAX. TO ACCOMMODATE GIRDER # 1000 UPLIFT SIMPSON (16) 10d x 3}" NAILS TO GIRDER AND 6", 8" x 4'-0" MAY BE ADDED CONJUNCTION WITH HEAVY UPLIFT TIEDOWN REQUIREMENTS. (2) HTSM20 INSTALLED ON PRE-ENG TRUSS (2) SIMPSON HETA16 TRUSS ANCHORS W/ 10d NAILS, 2 ROWS, 3" CONNECTOR OPPOSITE FACES OF WITH (12)16d x 3 J" NAILS TO GIRDER On TO FACILITATE ONE BLOCK WALL W11010d TO ADDITIONAL PLY MAX. TO lx2, 2x WOOD FASCIA ACCOMMODATE TRUSS A-(1) SIMPSON LGT3SDS2.5 GIRDER TIEDOWN WITH (4) g1" x 5" TITEN HD TO CMU AND (12) BOB TRUSS AND (4)114" x 2 114" TITEN 2 ANCHORS TO CONTINUOUS BOND BEAM SEE ARCHITECTURAL ANCHOR REQUIREMENTS. }" x 2 }" TO GIRDER CONT POURED LINTEL 2x SECURED W/ (3)16d GALV. COMMON NAILS. ENGINEERED WOOD S-(1) SIMPSON FGTR GIRDER TIEDOWN WITH 1x2 SECURED WI 10d TRUSSES 24" O/C, ix2, 2x WOOD FASCIA (2) J" x 6"TITEN HD TO CMU AND (18) BOB }" x GALV. COMMON NAILS SUBMIT IT.DRAWINGS SEE ARCHITECTURAL 3" TO GIRDER C{2) SIMPSON FGTR GIRDER TIEDOWNS WITH 12" O/C FOR REVIEW AND APPROVAL 2x SECURED WI (3) t6d GALV. COMMON NAILS. (2)}" x 5"TITEN HD TO CMU AND (18) SOS }'x 3" 1x2 SECURED W/ IOd MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV. COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED MASONRY BOND BEAM 12" O/C SEE SCHEDULE SOLID, 8" EACH WAY OF BOLTS SEE SCHEDULE A ALLOWABLE UPLIFT = UAWO LBS, L:770 LBS (1 PLY) A ALLOWABLE UPLIFT = 3285 LEIS (2 OR 3 PLY) TITEN 2 ANCHORS MIN. B ALLOWABLE UPLIFT = U:2365 LBS, 1- 1430 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) 2" COVER 8 2" APART C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) C ALLOWABLE UPLIFT - 8885 LBS (2 PLY MIN.) REPAIR OF MULTIPLE TYPICAL TRUSS/ 131b 1c SCALE: TYPICAL ROOF MISPLACED EMBEDDED TRUSS ANCHOR GIRDER CONNECTOR(S) 322a S2b 2c - 3 GIRDER CONNECTOR(S) (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN W/ BRACE (3)12d Q EA. TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0" O.C. (AT SHEATHING 0'4" TO W-0" (1) "X" BRACE SEAMS) 30-1"TO 60'-0 (3) "X" BRACE SECURE 2z8 PT. PLATE (1) "X" BRACE @ CENTER TO BLK W/ 112" DIA. (2) W BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2" FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED, AT 32" OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE Wl 12d's 6" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2z4 SECURED W/ (2) tOd's EACH TRUSS TO BE INSTALLED 0 101-T O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END NOT USED PRE-ENG'D TRUSS SCALE: 3/4"=1'-0" 6 NOT USED 5 NOT USED 4 THE USE OF ALTERNATE MATERIALS MAY BE NOTCH DEPTH IWO HOLE EDGE >5/8" USED SO LONG AS THEY CONFORM TO THE FOLLOWING OLE DIAMETER < 215"13 SGL STUD OUTER 113 OF 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS SPAN ONLY A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (Ft AND F2) LOAD CAPACITIES HOLE EDGE >518" AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, F1, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO Fi AND F2 FORCES. BTM0-1 . HOLE DIAMETER PLATE < 3/5•D DBL. STUD ALTERNATE MATERIALS STUD NOTCHING NOT USED NOT USED 11 AND BORING LIMITS SCALE: 1 1/2"=1'7 9 10 SCALE: 314"=1'-0" 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 wwwAbdosigngroup.com L AA #: 0003325 aVHDLK ae LiOT SILVERADO LOT #10 BLK #19 PROJL'CT# 04 28.002-10191 MODELc 4EAB "1672- ARIA" GARAGE 9WWG: RIGHT PAGE: DETAILS 150 PH 4 W GABLE-Ero HIP -v ROOF WIND DESIGN PRESSURES NET (GROSS) ASCE 740 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) "A"= 4'-0" END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: "B" RISK CATAGORY: it APPLICABLE INTERNAL PRESSURE COEFFICIENT 10.18 ROOF DIAPHRAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7/16" O.S.B. OR 112" CDXEXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS AT S" O.C. AT INTERMEDIATE SUPPORTS. SEE It DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS @ 4" O.C. EDGEWISE 2X4 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALL/ FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. DIA. SHANK TENSILE STIR. SHANK 8d RING SHANK, 21/2" 0.120" 170,000 AlRd- (i6-20 RINGS SCREW SHANK PER INCH) 8d SCREW SHANK 21/2" 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 TOP CORD BLOCKING AT N 2. INTERNATIONAL STAPE, NAIL & TOOL O.C. MAX. IN FIRST 2 FRAMING ASSOCIATION (ISANTA) ESR-1539 SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING EXTERIOR SHEATHNG USE 1/2" COX OR 7/16" O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND 8d RING SHANK GUN NAILS 4" O.C. TOP & BOTTOM PANEL AND Bd RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS @ 4" O.C. TOP & BOTTOM EDGES J Z LU w . 0 w le Qd N CI a V zw 2 z9 � Z U cw CD LU Ne Y z n QD a Q(j m0 YZ J) O 0 6 z Z C7 N N w Of y Zir Q W z to O $W o . (L NIT- .___ -I --__-t '1 ROOF SHEATHING LAYOUT ANDENDWALLBRACING FOR GABLE ENo FRAMING C8d RING SHANK GUN NAILS . 0 6" O.C. IN FIELD ` TYP. EXT. SHEAT*G SHEATHING.. TO BE STRUCTURAL GRADE 8d RING SHANK GUN NAILS @ 12" O.C. IN FIELD or Sd x 2 112" SCREW SHANK PNEUMATIC SCREW -NAILS Q 12" 0.&.jN FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBCiR 2017, BIN EDRION ACI 318-14. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7.10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE SIZE SHAD. BE 3Ir. EAKMORWEATHER ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHANFERED 3/r PROVIDE 64K CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLAB&ONGROUNDWHERE INDICATED ON DRAWINGS SEAMS UPPED B INCHES AND SEALED WITH ADHESIVE TAPE. FORMWORK: FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Pb =1100 PSI AND A MODULUS OF ELASTICITY - 1,400.000 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLANS; MINIMUM NAILING PER FBCR 2017, M 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 STRUCTURALAEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2X STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYp #2. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS WELDED WIRE MESH' AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 66 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED ED WITH 2CHAIRS SPACED 3'-0" OC , EACH WAY. " TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS-GRADELUMBER ITS THE NFPA. TRUSS DESIGNS SHALL SIGNED L BE D TE S NINGIS REQUIREMENTS AND SLAB-0GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. O GS. SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. NNE E DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 psf 20 pef TOP CHORD -non-concurrent 10 Psf STM CHORD-norl-oorwurrent DEADLOAD DEAD LOAD 15 psf TOP CHORD 20 psf TOP CHORD 17 psf W/ ASPHALT SHINGLES) (10 PO w/ No GYPCRETE) 10 psf BTM CHORD 5 psf BTM CHORD DEAD LOAD TO RESIST WIND UPLIFT: l0pef BALCONY LIVE LOAD 60 pd STAIRS LIVE LOAD 40 DO WIND: DEAD LOAD SPEED =150 MPH 3- SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B. RISK CATEGORY 10 LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE: 10ps1, UNINHABITABLE ATTIC WITH LIMITED STORAGE: 20paf, HABITABLE ATTICS AND ATTICS SERVED WITH FOXED STAIRS: 30psf. BALCONIES (EXTERIOR) AND DECKS: 40paf, GUARDS AND HANDRAILS: 2001110, GUARD IN -FILL COMPONENTS: 50pef, PASSENGER VEHICLE GARAGES: 50psf, ROOMS OTHER THAN SLEEPING ROOM: 40psf, SLEEPING ROOMS: 30psf, STAIRS: .11 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON -TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 Pef, FOOTING EXCAVATIONS AND SLAB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM 0-1557, TREAT ALL SOIL FOR TERMITE PROTECTION. REINFORCING STEEL: REBAR SHALL BE ASTM AS1S GRADE 40 IN CONCRETE DEFORMED BARS, REBAR SHALL BE ASTM A815 GRADE 60 IN MASONRY DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W/ THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 8 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TYP. MIN LAPS SHALL BE AS FOLLOWS: #4 BAR - 25" #6 BAR - 36" 05 BAR - 30" #7 BAR - 42" PROVIDE 38' X 30" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036- AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A448 GRADE A AND SHALL BE HOT -DIPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14. -DESIGN NATIONAL STANDARDS FOR METALALATE-CONNECTED-WOOD TRUSS CONSTRUCTION:, AND TPVWTCA SCSI V COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED WOOD TRUSSES. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT WALL. TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY &ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED 70 THE WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY" PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. 'SPECIFICATIONMASONRY STRUCTURES' (ACI 530/ASCE SRMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. PROVIDED BY THE TRUSS ENGINEER, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE f1n - 1500 PSI. BLOCK SHALL BE PLACED USING OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH 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' COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8" TO 10". USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE WE" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THE OWNER SMALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O. CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL STRU(+ATURAL STEEL: BE MADE BY THE GE47ECH. ENGINEER. THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE CONCRETE: SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM A36, Fy = 36 kel FOR ANGLES, PLATES, AND WSHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, = 46 kel. STRUCTURAL PIPE SHALL BE ASTW3, GRADE S. TYPE E OR S. Fy - 35 kal. TUBE AND PIPE 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB-ON-GRADEFy COLUMNS SMALL BE CONCRETE -FILED IN THE SHOP. 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURAL TERRACE SLAB. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING. ALL CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL CONCRETE PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED SN- PRIORTO THE ADDITION OF PLASTICIZER BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. CONCRETE SWILL COAPLYWITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C194 OR MEASURING, MXWG, TRANSPORTING, ETC ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL,J-BOLTS ARE TO BE STEEL. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE M BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS DELAY IN SUCH THAT A BATCH M HELD FOR LONGER THIN 90 MINUTES, THE CONCRETE SWILL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LASORA7ORYTO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COAPUANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 7 FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH (FOUNDATIONS): S. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATIER 1-1R" FOR 05AND SMALLER 7 FOR 09 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 314" FOR SLABS, WALLS AND JOISTS 1-177 FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER -I- sm TYPE SPACING RFIMRKS APPLI A- S. tYPE 9PACMG REMMIt9 t#PT FUR0.wG t0 CASE HARDENED CO IL GAMGE DOOR 811CK 11<'DIA. TAPCON MA90NRY B °IC 112`EMBEO., rENODST., MAadNRYI CONC. NAIL 111T LONG S"dC TO MA90NRYICONC. F10 WASHER FASTENER 11IT EOOE DIET. aGO. AL. EXT OOOR9 OA9E HAROENEo COx Y0'O WMDOWNOOIL FASTENED GARAGE DOOR &ICI( tIr OW W/ EXPANSION BOLT &'OA: rEMBED.,rENO DST., ix Pr SEE NOlEa NNLIIRLONG. 9-.E.. INTO MABONRVM.ONC. TO MVOFIRYxX)NC. WASHER SEDOf DLRT. CK ED00. X -VIAL .TWA E0 CONTACT THIS ENGINEER FOR SPACING PTNBE�' 1.NT° �Rt STAO ERED y � �NSMTR�To REQUIREMENTS E%T.8WaNi OOOrt 11)11Q91A. -fAPLpr I - EMBED. S'ENI. NON-BEAWNG- VP E%PANSgN I - IF- .. a Ero eucx al Pi, SEE NOTES NO WASHER FASTNER it O1C DST., I -EDGE DGT, TO DOFID. STAB WIWASNER BOLTGIST., Y EDGE OAST. & WxIDOLYBUCK PT i00.138'PAF a31R' POLO TEND. DIST.,11l1 EEL 8TEEl COL., SEE WI WASHER STAGGERED EDGE DST. ISLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND / OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAF SHALL BE HILTI X.ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 5. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. lx MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR PAF TO THE SUBSTRATE. 1441 N. RONALD REAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaalgngroup.com AA 8: 0003325 ;, Yt G a9[ $ a a o aysaly k W SILVERADO LOT #10 BLK #19 PI on=T# 04128.002-10191 MODZU 4EAB FF 1672- ARIAFF GARAGE 8WING: RIGHT PAGE: DETAILS %150 MPH EXP. B ft w ol